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Issue for Phase 1 7&;prol s Gensler Architect 700 Milam 400 Street Suite Houston, Texas 77002 713 ,6228 . 8050 otelIenovation Thornton Tomesett * Structural Engineer 12750 Merit Drive Dallas, Texas 75251 972-387-8393 Thompson Company MEP Engineer Issue for Phase I Construction 05 . 26 . 06 SO Technology Parkway, South Norcross, Georgia 30092 404-266- 1400 KdO3 3113 1 Ocean Boulevard Atlantic BeachF , lori.. da 32233 Duval County e.0 MT SSy"t N't wb64 l SfT I m n O 1 MAP SHOWING ALTA/ACSM LAND TITLE SURVEY OF : PARCEL "ONE" PARCEL "TWO" A PART OF BLOCK 36; TOGETHER WITH A PART OF THE ABANDONED ALLEYS WITHIN SAID BLOCK ALL OF LOTS 1, 2, 10 AND 11, TOGETHER WITH A PART OF LOTS 3 AND 9, BLOCK 33; 36; TOGETHER WiTH A PART OF AHERN STREET AND A PART OF ATLANTIC BOULEVARD; PLAT TOGETHER WITH A PART OF AHERN STREET, ALL IN PLAT NO. 1, SUBDIVISION "A", NO, 1, SUBDIVISION "A", ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH ALL OF THE LANDS OF DUVAL COUNTY, FLORIDA, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A p, E E T LYING EASTERLY THEREOF TO THE EROSION CONTROL LiNE OF THE ATLANTIC OCEAN AS POINT OF BEGINNING COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE S T ESTABLISHED BY PLAT BOOK 35, PAGES 59, 59A AND 59B OF THE AFORESAID PUBLIC N•05°54'10"W., ALONG THE WESTERLY LINE OF SAID LOTS 1 AND 11 A DISTANCE OF \1f'�1r1',w-> RECORDS, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING 256.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 11• THENCE N.83'24'50"E. ALONG C T \k�^ ' \"�i� , I COMMENCE AT THE NORTHWEST CORNER OF LOT 11 OF SAID BLOCK 36, SAID CORNER BEING THE NORTH LIME OF SAID LOTS 10 AND 11, A DISTANCE OF 71.10 FEET TO AN ANGLE POINT III R 'D R� l.1�� ` f' � 1 THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD (FORMERLY iN THE NORTH LiNE OF SAID LOT 10; THENCE N.89'06'50"E., ALONG THE NORTHERLY LINE CONTINENTAL AVENUE) WITH THE FORMER SOUTHERLY RIGHT--OF-WAY LINE OF AHERN STREET OF LOTS 9 AND 10, A DISTANCE OF 58.13 FEET; THENCE S.06'35'10"E., ALONG A LiNE �)l'-, Em -- �) FORMERLY PLUM STREET ALL A ST ), S ESTABLISHED BY A SURVEY PREPARED BY I.R. WELLINGTON, 15 FEET WESTERLY OF AND PARALLEL WITH THE EAST LINE OF SAID LOTS 3 AND 3 AND ITS `�" + �� '''�� "°'�) REGISTERED LAND SURVEYOR NO. 179, ON SEPTEMBER 29, 1937, EXAMINED AND APPROVED SOUTHERLY PROJECTION, A DISTANCE OF 263.20 FEET; THENCE S.83'24'50"W., ALONG A ``f '..:'"�'�+6"�.1�°''_��` �� BY THE COUNCIL OF THE TOWN OF ATLANTIC BEACH ON OCTOBER 5, 1937, SAID SURVEY LINE 13 FEET SOUTHERLY OF AND PARALLEL WITH THE SOUTH LINE OF AFORESAID LOTS 1 ;�'1( Li- POC 1'113_ (..)i�r- IDI'!-I I,I. N -.,�)"- BEING TITLED "SURVEY OF A PART OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA FROM 2 AND 3, A DISTANCE OF 132.22 FEET TO A POiNT ON THE EASTERLY RiGHT-OF-WAY LINE �E �' EXISTING BULKHEAD TO CENTER LINE OF FORMER F, E. C. RiGHT OF WAY, FOR THE PURPOSE OF OCEAN BOULEVARD; THENCE N.05'54'10"W., ALONG SAID EASTERLY RIGHT--OF-WAY LINE FOUND 4"xO FN,pFICONCR (N89°07'06"E 58,15' FIELD) FOUND NAIL & ��, OF DEFINITELY FIXING THE BOUNDARIES OF THE STREETS AND FOR LOCATING PERMANENT OF OCEAN BOULEVARD, A DISTANCE OF 13,00 FEET TO THE POINT OF BEGINNING. C3 MONUMENT NO IDENTIF`IGAT10 � PLATE, (Ls ta48} 24" SANITARY SEWER 1 REFERENCE MONUMENTS AT THE CORNERS OF EACH BLOCK."; THENCE S.05°54'10"E•, ALONG (N83'21'21"E. 71,14' FiELD) , N 89°06'50"E 58.1 9 1.6' WOOD THE AFOREMENTIONED EASTERLY RIGHT--OF-WAY LiNE OF OCEAN BOULEVARD, A DISTANCE OF 1 83° 4,50"F' 71 -10 -�--' ----=-- ----- OWER POLE � 195.74 FEET TO THE RECENTLY CREATED NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC FOUND 1 2" IRON `� ,. t STOP SIGN ,_ .� _ -- i---,-- ,_ " « " "" .___.1111._-_ 11,1__1 _ ._�...,_ BOULEVARD; THENCE EASTERLY ALONG SAID RECENTLY CREATED RIGHT-OF-WAY LINE THE PIPE, LB 1048) GUY WIRE -�_- -- ` i FOLLOWING EIGHT COURSES: 1) S.62°27'04"E, A DISTANCE OF 29.18 FEET; 2) ANCHOR ----� ®NE 00. t � � , N.89°24'50"E. A DISTANCE OF 156.53 FEET TO THE POiNT OF CURVATURE OF A CURVE --- POWEROPOLE ___ �2.).'�.."`,P' OHE �___ - I� ; WOOD PST5 WITH CHAT - - CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 63.68 FEET; 3) SOUTHEASTERLY ALONG THE �, WOOD POSTS WITH CHAIN �,) � , BETWEEN ON LINE I ARC OF SAID CURVE A,DISTANCE OF 52.21 FEET, SAID ARC BEING SUBTENDED BY A CHORD 1ST STREET > o BETWEEN ON LINE 9 _, � -,-{ n /,- BELL SOUTH '-. 1 BEARING OF S.68 24 32 E. AND A CHORD DISTANCE OF 50,76 FEET TO A NON--TANGENT END r� � ,,,� �/ ,5 - r, i�/ CONCRETE PAD _ � ,I �.. � � OF SAID CURVE; 4) N.89 24 50 E., ALONG THE NORTHERLY RIGHT--OF--WAY LINE AS 7 ,, A -'� !/r ' ESTABLISHED BY TME AFOREMENTIONED 1. R. WELLINGTON SURVEY, A DISTANCE OF 7.10 rr<1 o � l x' 1 - FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 13.50 FEET; a7 r' '- 4 - - � -4_..� I 5) SOUTHEASTERLY ALONG THE �1RC OF SAID CURVE A DISTANCE OF 24.53 FEET SAiD ARC r �� c3 ; /' /; A Lir i�r � i,/� ,/��,,,,, _ 1 BEING SUBTENDED BY A CHORD BEARING OF 5.52 36 25 E• AND A CHORD DISTANCE OF 22.77 /,/,,i �,, i %/:,, ,1/r,, �,r �1, " r �. -� FEET TO A POiNT OF TANGENCY OF SAID CURVE; 6) N.89"24'50"E. A DISTANCE OF 2fi.04 , ��i;�%' 'r,,/ -i ---�— _ /'` _. � E FEET; 7) S.00'35'10"E, A DISTANCE OF 4.00 FEET; 8 N.89'24'50"E. A DISTANCE OF r/, /�/i` - A-1--A ATLANTIC BLVD. / " _ ______�____ � LIGHT POLE 1 I, 120.54 FEET TQ THE AFOREMENTIONED EROSION CONTROL LINE'; THENCE N.02°18°03"W., f'" "'�r _ I � i ALONG SAiD EROSION CONTROL LINE, A DISTANCE OF 34.17 FEET TO ANGLE POINT NO. 37; C.R.10 w � C.R.2 --- ` 5 k THENCE CONTINUE ALONG SAID EROSION CONTROL LINE N.04 38 30 W. A DISTANCE OF % > h, fy -~{ o -- l 254.35 FEET TO AN INTERSECTION NTH THE AFOREMENTIONED SOUTHERLY RIGHT--OF--WAY 0 ( z 11� � ,t ,I _r i LINE OF AHERN STREET; THENCE S.83'24'50"W., ALONG SAID SOUTHERLY RIGHT-OF-WAY �" I� �, m - � � __ --T — r �, I �, LINE OF AHERN STREET, A DISTANCE OF 72.16 FEET TO A RECENTLY CREATED JOG IN SAID m ' y _ -.<_ 1 `) ` RIGHT-OF-WAY LiNE; THENCE ALONG SAID RECENTLY CREATED RIGHT--OF-WAY THE FOLLOWING m �C/�/ ✓`,------"-.— i �- - _ -._�_ �: 'i1 I THREE COURSES: 1) N.04'42'12"W. A� DISTANCE OF 10.15 FEET; 2) S.83'24'50"W. A � t -- �4 DISTANCE OF 50.55 FEET; 3) S.52 28 26 W. A DISTANCE QF 19,73 FEET TO A POINT ON -- - t.) I THE AFOREMENTIONED ORIGINAL RIGHT-OF-WAY LINE OF AHERN STREET; THENCE m __ -------�� .�M S.83'24'50"W, A DISTANCE OF 112.90 FEET TO ANOTHER RECENTLY CREATED JOG 1N SAID -4 �-- ..._- -- - �s T^«W ^^")5. _- __.p.,.__-- I RIGHT-OF„WAY LINE; THENCE N.05'54'10"W. A DISTANCE QF 18,00 FEET; THENCE _ - � ,- t t S.83 24 50 W., ALONG THE RECENTLY CREATED SOUTHERLY RIGHT-OF-WAY LiNE OF AHERN V I C I N I T Y M A P (� ,. STREET, A DISTANCE OF 150.00 FEET TO THE AFOREMENTIONED EASTERLY RIGHT--OF--WAY 11 ( � -T _ Q LINE OF OCEAN BOULEVARD; THENCE S.05"54'10"E., ALONG SAiD EASTERLY RIGHT--QF--WAY N a LINE, A DISTANCE OF 18.00 FEET TO THE POiNT OF BEGINNING. m ,rl (� Z �l ;, t 0 ---�-- u ,r__ ------ O % � �m -�--�' I C? Cpm _ DETAIL � ---�--r� ----- � zi ��-' I .___,. z 1 ____a , ^-.._, � .-...�-.^^__.-"_'.«._-1111, (,� --� --= ^",� 11 t ,rte„"__,_..__--- z i c1 0 � _-- --- -- 1 �} x z t - ! 24" SANITARY SEWER `-' ; " 1 (�LKHEAD __ - � � ___ _ l II I , l 1 1,6' CONC, B '�.j cn __�_--_- �� K 0) 1 I (r� ) 1 I� _. .. 1111. y WL1C%D WALL DISC« 0 � & ,",,a ------ -^-- `_. A V T NAS &672 5' Wi1[JD i ENGE SET(( AI 3672}HEAD _'�' C L � - ��° « . 'Z ` ;. r 1 IN CONC• BULK B1� t T P> -', WOOD N 1 � I pp POST�))J I" _,-_11.11._ t'1 / - T POWER POLE IGHT POLE .,° � p s�� 6 I CQNC,-\� - 4"x D ST Y y --_-------- r \ i � � ' t�. f^'"('�� / ..- __`..._._ .- ._... _. . -.Y I , 1,31 j(33024' JlI�J► f _, ..,,....,.-1111.-- \ f,�,i Q ._ -- j .----- -- p ? t 0 SNR ,� w t:': z I I I', " IRON __-_. •_ . -- I _ Y MA Q Y v °� � �..----- I � ` SET 1/" 367a" _ .____ . 1 ST13R R�;pMs ,t -- �.._,_ t � PIPE, & REST ` — ”' �. STpRAGE wt�p6 DECK o j -- — , 430 sq,f�' ` OVER CDNG, A. ERL7S%t3N CONTROL LINE - ; t, , _- --- --` C ia� �- 35,7' r-- - - C >� w , '�.-ll I � � � I { 1 "a ell', ..._111"1- ---- t~-. �-" \11 __111.1 - (1f i;� f,,,z CO -- C-P \. ------�- . 1' !�- i, (,d _______1_111.- -- � 1111_. U §r_,) � �..� _, 7� 4 __- i i I �, �, -- �..----- --- t P 1 � o ft, ANGLE POINT NO, 38 I `� TELEPHONE GRAPHIC SCALE �i ';f f `� � r li _�._�� -----....�.___._._ � 1a o 5 1a 2a 4a , �----�--- CABLE TV ,, l -_ _- � RISER --- - - __,. . -_0 _ _ % y� ( IN FEET ) I m --_�..--___ ±_-,____ 1 �.��— ---—_ ---- { , � inch - 20 f t. -11_ -,-_:--l-". ,- ._..----- - — ._ . �' /' 1 ___----'-- / __ _,,._- ter � ,- ,- ; �____ 4 f LI, 1 LIGHT OLE � tI � ' __ l " IRON _� �-------- - — FOUND"t�2 s, ( t Cl) PIPE, L.B. 1�48" $ t __ -- --- 4.4, __,.- 1, (FIELD) "" POINT o� BEGINNING _��;,�;"_ � �---- , .__-._ .__ ._., __ ___« _ _,._�_._, ._, _-_' � � �� N04-42'413"\N � ,�"w � It 1 � , 1 .0 ) WOOD 13.5 N04 `11 PARCEL TWO �—---- — -,., " r OOD J POST _1111 ,,--- CONCRETE 0•1 5 1 IT C r r, (-` 1_ 9,w ._1111._.. j l�.�I_�1I-1 r�L'-, I '`,,� 1 t , L,.f I t _ ----- � (5:.) _.._ /_ OWER PO t Y \ W P LE �,,-)� I 4 11 POST T l LINE m -' t. - - 1� y`iT'7� J_ Y` 1 yrC,t} lr f; ::�" SET 1 2 IRON 11 --.4 - &672 y kl.rE 'F i-•,i li','- t a -T E�- ,,a A4L " F��; G� �i.�,� -T � `�\1'c..l"l rE I �:� � � 1;13 OH AN DISC, LB 3 til,t - 1;G r- , • ' _{_.-� t l t�`. -_ s PIPE LB 3672" } o T N , J a. I1 __. \ t:t' __..._1111. ,•,, )° _�__ - 4 [7HE C,.IWOOD POST CONCRETE-'.' FyRE HPDR j - , 4 f t, I, "Or � j .�11 s,. ( �I'� CONCRETE . _ i 4 _,_, k`1 �1`.�`" 4_) POWER POLE & WATER VALVE _ I� I_ , 1 1011 `�'�� (,T}-{{`_) ,)Pl 1C l t.�j C11, O to '..F'4i�1 t', F�i S '� :-;I,� `t,.I 13,04 i E POWER POLE \wooD PasT _ t:,,)� t , �, tai A(.'A - M 4,_t s (,i l r �, Ir ll." , _ . c., ��, �1{<, th 11r. trEI..Y ABANDONED ) h I � x.01 flfr�" rl t wP� ti, _ „ , i l - TO IRON) SANITARY SEWER . s a"°' ;_. k- �� s�D - _ .. i & DISC UNDERGROUND GAS LINE INDICATOR° 'E"k' . 132.2 ,, , >, N06°06'37"W 17.81° (FIELD) l t ,,Ik �,�v' S83° '15„W� 5 ��I FIELD �� ”` CaNGR� c , WQa wAt� SET�NBAI 67 91 _,�....� a ° Q V V I `� " " 1 C. � '55 ) 1$' LD GRAS_ , �r i IN CO 6U HEAD ' r, sG SB 2 N 05°54'10" A:rn��._. , {� 8 2.4 (72 G. NAIL & D4 , " 0 HE � W l/, SET NAIL 'sal J� 7 2,1 6 i .SET 672" °24 51 W ��1EL ) :,�Ii"S'.�_,.1 SET NAIL & DISC" �� N "n'. DISC, "1.B =672" ° 50 W -; 1.3' ¢ LB 3 SS LB 3672 --V 18.0 0 S B,._,) "� o �I � . � r ` ` 'a f� FOUND NAiL & PLATEGRASS / " IRON � „ FIRE HYDRANT CABLE TV 1'1` b ` \ "Lg 1048" piPE,1�B 3672", STORY a x � N05054'1 C} W X 1-- M RSON®OMS & WATER VALVE RISER " � y - DECK- i I ;�f.i �`�0.35' STORAGE & R t WOOD CO NCR TE (}(�} CONCRETE BOX , .,W 112.86 (FIELD) , • ,° R � 430 sc, OVER .`'`-' ca 35.7 "W (FIELD) � 50°0Q �, �. S83°24 56 , ( ,n' ALL UNDERGROUND8 '21 10 i I •(�Q 0 V C r... 1-STORY MASONRY ° r-,t, F.1, t~.';_t� .�_.� � � o a � SOUND NAIL & PLATE t�'�/ N 360 sq.ft• �' SET NAiL"& DISC ' �,-:• ' UNDERGROUND GAS , ?, "LB 1048" / a'. Cir IICII GF AIS' 4��1 > tw„� x l ,,,i1� 4'�1 1 I i %.,�'�t t,�1' r�T4_),i,1 E LINE INDICATOR p 6,-- CONCRETh c 3°2 4 0 I O CONCRETE FIELD) lizE J o C 28.0' WOOD WALL a • WOOD POST FOUND NAiL & �� p N 1 ' S05 54'46 E� 0„ t t Iyt,e«�.��.� I WOOD POST _. , - .: ) Q �.I WATER 0 ° 4 � / f l PLATE "LB 6645” ; m -i R A M pE T E LANDSCAPE I , 1 ARKiNG SPACE 0 43 6 QQ I 7 U.00 /t") _ .,"_ _.._,._-__111.1_-__ s ��y WATER I WATER METER i',• (Jul) POST �, WOOD POST 15 0.0 0 ; VALVE y � �? r- ,-I ._' _- ' /�s� l f1-1 � H ADER x WOOD POWER PO yf e. a.2' ° `f 0 �- _"_�.,-, �� 5" CO CRETE 1_SSQRY OYER ANG � m (" WITH DOWN GU T NAIL & DISC , _...---- °-- cr 1 ; WALK _- � m `�.-_,-' y SE 3672) � `" F--r7'� 1 CONCRETE I �i:3 JOHN J. AHE MARKER (LB )Q' ("), V LANDSCAPED - - " ,"' �__-____�____.--. -.--- 164.1 1ST STORY,.. '1 - ------- 1, u POINT o� BEGIN N� ___� _ , � _ =__ .--LIGHT POLE A _ .«_. 1 _._.« ) z rt --M t CA t �- tit " . _. 0w Cu Z " r., 1.1.11 gUI -DiNG t 1 x -Z 11.11 PALM TREES (TYPICAL) m -.,r ;�_ p.a -.I - '`7` as' ` _ ._.. `Y� 1a STOR M SONRY NOT I�� I �- 'r _� _----_-- C 3 Y A © -,I `' URTLE NN = ``► ;� 1.� t,,' SEA T-1 n I,) (-.,4 �1 ;�. CP i') e ,.� C� N lA tilt t.a, _{ �, :" -01 0 :}t v � --<; � b a t 9s1 .,r ., W 0 ,.r) __ -"- v C)4 `"I �. \\ C' 0 co 1. — - - �� 1 d'i 1� - _ _- c7 I �" t f 1- rli `�1 X11 y 0 � "{f� r- -, 1--� _, __� 1'1.,.. m 4 2 ", Q \` 172.7' 104.4' 'r - 25 Y �I / Or --` O // i ,__- - 1 - � _ l (/) ,� _ cn \\l, � // i ---- ..�__.-„ Ck.I STORY `� 14.0' 1 `'-/-, I,._1")I /_._ __ -11,i'1 75 sq-ft. 8.7° CONCRETE COOL DECK _ -_--•----�- GAS REGULATOR l _"__ _ ,___ _--',�-b' ") .) '1 1 STORY un QNC, STEPS ._ ,;3 z � \\ + I ARKiNG I1-1 °l, C,' ,.__.-�- - ..[ / au 0. __ , a) . -._HOTFL PA l 11 0' ) Q, 385 4 ONC, SHOWER PAD � ,I �- v �- _ � A�< // 1 }Fl t � 22'7' 40.8 "' 7.3 ; _ � 24 SANITARY SEWER"'" I co �,,.J it _.-- — l 24" SANITARY SEWER MANHOLE tg �. "t;; �� :-- .wRTLE• SHACK -. 1°'' F� �9 - MANHOLE t 1 ` t� IK-) I CABANA r 6 <) ,/ - �-I l-, j _ - � zi »� _ _ � _�. -__` C7 Q 1 3 ' l K I� (� art z --- � LIGHT POLE --` _---- c� �,� ) (11) ,'-�,, . I! _r' , ,, , ' %A _,_,.._.......----..__----"-' t'T' id �\,'"•�,��?, -,,�)1 'fit:?. -- - "' m_.._"1.11_1 ' �,; ---- � C � � � �. LIGHT POLE i _ -- .. ._K-- ` _ m 1 �, < Q �`) _ 0_. - z m 4.r 1 _. . - -- - .. �0 �' � L-1----', _,« 0 �' 9 .�:A C K , _(, !� .,. _,__ ` _«. — 1111-, .. ,. ' -, 1. �€I "1 111. c3f��C•' .__ `�__ � � � �� __ z � fI -""';� , � `'• 1iA ,1-`� it, , 2 7 � _-_. T - (� O "' r-_-- _ n 4l I ' 7 -- , �> , 1 «;_t' s�� r"�rl[,)0?1c�_ 's i FSC�11i4t ' _ _ « �`�. -� �_ _ - - « - " '� 7" _ z CI A -" �' �V� A _ _ �I _._ �"� 011 "_ _ '11_ "F�1 ,_ [11 -, 1«--__,.�..-.— —...._—p' O �„ m 1 _ _._..___ ��ti� DING -4 (il _�-_1-11_1_ _ _ _--- ;, - STORY ASON t n - _ :,= _ >, TURTLE RESTAURANT' 1.5 COVERS FOR UNDERGROUND „ r, -j'HE SE,A GA TANK FILLER CONNECTORS r� m r.n - , �Q U") f 1 < . �-` 1I I N Ln O � ------ Q 0 ,_.� =1 m i 1_111.._---------' [.! c t; -�" 0 WOOD POWER POLE �- .� � "�I ,.,I WiTH DOWN GUY n -.; ``T �,�--- j z EL BOX _ - -- I ;.t) cn �,� _- ----.."._ - m c� e.� ..l i r) t t �^ wooD POLE _ --~ L_O h t' L.h1T � «" <':�`'. _. __ « (-.' __ _. W/ELEG METER 1 , __- i `y m _- -,. - p - ;, _-^---�----^_"."". "'_`F �.r��.`` � P S - <. , ...-,-.----"..,"_,.__,I--""' �a � L� ..__ _1111 _._.__„_.---•-_'_”" -` ^{ ? , ! t t `� ...". �___�" ._ LASS ENTRANCE 0 _,_.----- 1111_ .,, m CATCH BASIN f _.,--.-_�� _- - �� ' t 11 �' i -,r, i 81.9' ,A o �� F f __-------`--..�..�` ___ L A I �-�' -?9 � '�.. s �r�� 1..._� L qy as SET NAiL & DISC [7v ,?,>, 3g. 4 LIGHT POLE - - - '" w �.L�_L1--I _I�1- I.---- L TER � .� (LB 3672) ELECTRIC Q ,��F/ d „ 1 ------ ' � - .L I- t_ T _1_ . .. __--_ _ �; 7.3 ME R `� 7cI y -F<Q,a 1 (N89'2342 E 156,52 FIELD) _________---- .-.-.- I - -- A,)*IV/ ' I ,� T�� z _r�z_z tel_ iZ I_ 3 y),�, ANGLE f='L7INT NCJr 37 4•�' ; N 8 9°2 4'S 0 'E 156.53' Y,,.f(" ASQNRY W LL ,w✓' 1 z �� t_ r�_r s�L s_ T r - _ I - 7 T 1., L__I_ S I I L 1_ L, I FOUND 1\2" IRON PIPE t T _ __1 r �I' L S 1 T 1 Z._Z_ L - - - 74.1 I_ T A- TTI_ � �- (L8 6645) -- FOUND NAIL & PLATE _ 2:RL ��_s Z _ , -- ._ _ - -- -- I J _� _I 1 _ TEPs- f " ) L 1._1. 1_ I _ Z. 1_ __ __ _. L _. I-- 1_.I ._r 1 _L_-L_.I T>.�I._ CONCRETE 18 CURB & GUTTER � , (LB 6645) ""� z ("; L-I_ _ I._ Z 1 I, ._I L __ _ _ Z __,_L Z -- L I _,I-.L __ T_�- _ 1. 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L_J I I L 01 55 12 3 55 /FIELD) � I-- ,T- T _ L I- 1 L 7- Z- _ L :, t0 1%1,,3-°-)41I- "F' ?: ".i.?i�' PLANTER I -_ L �O� 1� T-` ,._ ��t T _ �a'_M :` -Z' - L [_ -_ T T�1 _ °�, N89 25 23 E (F{E "C. ___l T_._ I__ L _L. _ _- _L �4- MEDiAN L - � _ rl,_z... tiT I_�1 _ L_'-�-L-' _ �-_L- I �....z. « L,� N 0 2 18'0� W '',.�' PLANTERS LL- �� h' - 1"16T L 1f T. f t ��j T� _�L�I.r j_ '�.1 L _�-T l,._T r_C_rL�L TL,�_,_� �� r_ N89 24 50 E, - �=t 34. 17 `' I- L�1- __I _J_. __,._I_�1__�7 ' I_ L,_T_I11 MASONRY WALL PLANTER 1 I S.B _Ir_I� -_] I _ 1 .1 0 �._ _ 1 L_ SET 1/2" IRON I r. 1_ I... - 1._ ___�_ _ 1 1_ 17, L_. - PIPE, (LB 3672) Q �j r� M I_.-I _ ZI , 'ti)L _I . --_ SE(LBA3672)DISC N U °G 4' 0" G 0. 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I_ � �tS > -C[']RI)�:D EN I'�,t' ' f�]-',' �;� r 1„,,� ti� r-r, � :��„ � 't,'1(r�i_E:: f��",TNT t31PPOSI TE R-53 1 t L I�l � ,N r E�- e:u ��,, t i)IN 111 .a_ r�_- f � �"II;.,� 11i'� 1_.1'l; I'I_I13L,!C Rl"aC-UU `DS 1]'T DL v" (, 1-. �::i i41i�1 I�fi I I)t' ',�{�4` I`T 4 s`�� ,�; - l_�_�E, ," 1a.3 rIE- `,l -�',•/'J'�T� PI`lJ3,11?r"`1i �, n,- m-"i,- C,c:E,(v,,,i='i:,..�1�;I" i'x h3l' �t i''�' I��I ?�l.)�/, 1M t;.: ll_11�11'.r ", "Lf,”,�� f� I THIS SURVEY WAS MADE FOR THE BENEFIT OF CAY_ON NEW YORK :>i'(�TiJTI-' C!I("ts-?-I`FR 16L.I,`3I, BRANCH, AS ADMINISTRATIVE AGENT FOR VARIOUS LENDERS, AND �`, r 3 " ( rt f- \.mgr U 1 ITS SUCCESSORS AND ASSIGNS. i_3, Vii`-!;i�1 Isl(�aU ;(�_1 .1.1 krl`1 3 ;'.,�I (_�r 91,«„r�, C1 i.1 �'L Ii I IJ�e,f laCt: f`rl� �d�.r)i`i, -.L 1)',�I$ I,,I�)v f ��If �';I� gra 'Jl- I1! t !fill r� :.:(, ``I�:>r t� :'Ci;E .'I f:' , �EI_r 19 ° '-1, PRUPlR I`I' ,HLl',,�i`I I, SU , )i:_Cl ;1..1 G,�;r)1`1I i_'r i l;r-�...I lig c_,htS_.11r� I,N l iiV5, ,,"I EI7,RIDF i1 tlr FjG'It�l._ 1-1,"l-1, ll•'D.,: ,,,3L i� 9,' 67, I 31 P,”f - (Sili1'<<,�1''I +_ll"l � RVFI'0, Ilill,.,I i�I°F 1m�(�,�{� f'RC1t �i T`i, ,'' F,CC L1 i'I)If`Ii.-1 �LI 'i"TE'id 10, jF"1 R3 '-"roI1) T)i�LF C1,1Pit'll T )"l,', ii,,l.J t,�l• l')0,I"),, i;�';,, ;�(". ItL-1 t�il_i�: B, � E I i I L 111 i; I i a G� I'� L'F'i i-, 11, �:�r-1 C �,�1�w I: :IJ 13 1 E=r I"_, 1 f C l t;:i �,�f 1 1; �..f � :I I.,� 1. I::'�� F, I� j l r-i'� _ I", Ill-Cl; 11',I?I l Cir I('.I a1_. � !^s,.:I1��I?; Iii 1(:; ` C#1 i, k'f1C:r;: i`)iH, C: l,1-,'r�t1 f);i �;I1R�'E w" I)[1i°M` r;,F,F,f-f"I' pPF,Ii"[(-0 1-`'I', -� >i11 �� :`,'' ��,� � , , . �_ r �" �,f �` RECHECKED BOUNDARY -- JANUARY 6, 2005 _ __ i(1. �',� I.:i:ITi1i�.r. i 11� �.>i.,l1 .f'- i.:z1��).,E� f , ��, t�°,1�,,. 111 ��f� �� DONN W. BOATWRIGNT, P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND 1.j il='f"r'�� 1�s�h�;,1.:_�.i'; �f l lhn �'��Ci�h��i�'�`° LINES CI i= L'!"��{�d:��m i ��i�ll:1 �?a AJ :�'lli ��!il:i�°i� ,>Ti�.C�:i`i�. � REVISED CERTIFICATION: MARCH 31, 2004 ��.A. LIC. SURVEYOR AND MAPPER N O. �,_� �� THE ORIGINAL RAISED SEAL OF A FLORIDA REVISED CERTIFICATION: MARCH 16, 2004 LICENSED SURVEYOR AND MAPPER," RECHECKED BOUNDARY: FEBRUARY 25, 2004 FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672 CHECKED E3 Y: 111FILE: 04--0498 DRAWN BY: DAF ILBOATWRIGHT L_.,. f� � � � l�1 I \ VEYORS Inc 4 1 '�1 � 4 � 0 � RUA Y 3 904 11 241--8550 -111,1. BERTS DRIVE JACKSON VI L_L_ E BEACH FL_ORI DA DATE. FEB R , 2004 SHEET 1 of 1 c � X-REF: TURTLE--J.DWG - ----,,-------. AF 'av'ff 1 " INI'"w"Y MAP DRAWING INDHEX L03" RAP"HOIC SYMB'OLS (CO'NT.) uKArr11C%; SYME35OLS (U`ONT.) uKArH1 .0 %jYMBOLS IF-" --------------------------- �!iea Re ve-%rt I U 'Oft on%a a A 00%10ft ------- AK1UH1TEU0%TURAL ............. E LEVATI U N I N RD I C';0'A T 1 0 N S P 0 W E R & to;%0 M M OUR RN I(C AID T1 U#v%Ne UU N bTKU UTIU N ----------- ........... ........... .......... X, X.: :X': R ;X -:,X:::-:::--1 XX... 'W x .:V, I , ........X ....... I :. : ::::I... if ff in F ................. ............ AOO.00 ki V P DRAWING INDEX, VICINITY MAP$ on R/-%n -w -Tati .............. .............. ................. ....... ........... ............. WALL MOUNTED DUPLEX LOCATION MAP & PROJECT INFORMATION . ......... ....... ... ................... AOO.10 GENERAL NOTES ............................. ........... ............. .............. ...... Ashford Hos*,%itality Trust STONE WALL MOUNTED FOURPLEX ........... .......... ....... PROJECT PHASING PLAN............... AOO.20 ............ ................... ........... ............ .......... WALL MOUNTED DEDICATED DUPLEX COLUMN GRID .......... .... ... ........ AOO.2 U L ASSEMBLIES 14185 'allas 'arkway 7............. ..... .... . ........... .......... F �2 .......... A .. .......... .......... 00.50 SITE PLAN . .............. WALL MOUNTED SEPARATE DUPLEX BRICK/CONCRETE BLOCK Suite I I W ................ WALL MOUNTED DEDICATED FOURPLEX EXISTING CONSTRUCTION TO REMAIN ............. ............................ LEVELS 2-8 DEMOLITION PLAN A01.02 ............. ............. ........... ROOF TX 75254 WALL MOUNTED HALF DEDICATED FOURPLEX EXISTING CONSTRUCTION TO BE DEMOLISHED A01.09 DEMOLITION PLAN allas ..... ...... ....... ............. V WALL MOUNTED TELEPHONE RECEPTACLE NEW PARTITION FINISHED WOOD ... ........ LEVELS 2-8 A02,02 N ...... .. ....... V WALL MOUNTED TELE/DATA RECEPTACLE REFERENCE TO PARTITION TYPE A02.09 .............. V WALL MOUNTED DATA RECEPTACLE ..... ...... 1 HR. RATED PARTITION EXTERIOR ELEVATIONS GLASS I&P WALL MOUNTED A/V TROUGH A09.00 DEMOLITION .......... DEMOLITION EXTERIOR ELEVATIONS 2 HR. RATED PARTITION .......... A09.01 WALL MOUNTED �,k H A09.1 0 EXTERIOR ELEVATIONS .............. ............. 3 HR. RATED PARTITION Ky WALL MOUNTED CABLE TV RECEPTACLE .... .. A09.11 EXTERIOR ELEVATIONS A rl,t I c, 4 HR. RATED PARTITION � : WALL MOUNTED VOICE/DATA JUNCTION BOX 5,0 h" ............... A09.20 BUILDING SECTIONS -P ... ....... ............... j a�q,K mazmam ....... WALL MOUNTED ELECTRICAL JUNCTION BOX SMOKE PARTITION A09.30 WALL SECTIONS .......... 0 nV ............ ........... WALL SECTIONS A09.31 WALL 'MOUNTED SYSTEMS PANEL VOICE/DATA INFEED PRIMARY S i 1,--400 ..... ........ . .......... SECTIONS .. ... . .. ... ....... WALL ......... A09.32 nD ... . . ....... ....... . .... .., . .............. TX 77002 Houston ... ... ... S WALL MOUINITED SYSTEMS PANEL POWER INFEED ... ....... .. .. ..... ....... 0 .... . ..... M" h 7 13 8 8 0 ......... ...... 00111 VA AN 1, s i i-,n�i 7 13 2 2 9 9 3 3 A09.40 ENLARGED EXTERIOR ELEVATIONS L; v N N tj to A I r% f% A o, > A09.36 WALL SECTIO SURFACE MOUNTED FLOOR DUPLEX 91 .......... . ....... ............. . ........... SURFACE MOUNTED FLOOR FOURPLEX ENLARGED EXTERIOR ELEVATIONS E`T I T 10 14 a ELEVATION DATUM POINT ............ A09.41 ..................... ...................... ....................... ........................... ....... ..... ....... ............. .......... ............ ... ................ ......................... ........................ A09.50 ROOF SECTION DETAILS ENLARGED EXTERIOR ELEVATIONS A09.42 SURFACE MOUNTED FLOOR DEDICATED DUPLEX OFFICE ETAILS SURFACE MOUNTED FLOOR SEPARATE DUPLEX ROOF SECTION DETAILS A09.51 FLOOR DEDICATED FOURPLEX . . ... ... DOOR NUMBER (WITH SCHEDULE) . .... . ..................... ...................... ............. ........... EARTH OR NATURAL G . ........... ...... A09.52 ROOF SECTION DETAILS ........... ...........,.................... ................. ........... ..... . .......... ............. ....... .......... ...... FLOOR HALF DEDICATED FOURPLEX ........... ............ ....... ...................... ........... A09.53 ROOF SECTION DETAILS ................ fib�"-DOOR TYPE ............. 000000 FLOOR TELEPHONE RECEPTACLE POROUS FILL (GRAVEL) FLOOR TELE/DATA RECEPTACLE HARDWARE GROUP Al 2.20 TYPICAL DETAILS -XX-XX-\---,-DOOR NUMBER (WITHOUT SCHEDULE) ---------------------- Al 2.21 BALCONY DETAILS STONE \XX I XX/-HARDWARE GROUP 16% FLOOR A/V RECEPTACLE DOOR TYPE L C T 10 ON M 'Am 100J'h ALIGN A-.4 CONCRETE F_v] SURFACE MOUNTED FLOOR SYSTEMS PANEL VOICE/DATA INFEED L-Li ALIGN WITH ESTABLISHED u l% F-6-1 SURFACE MOUNTED FLOOR SYSTEMS PANEL POWER INFEED Kemin"Pton Hotels LP I F 1 5------7 ................ S01.00 GENERALNOTES .......... BRICK .............. ............. P r ect Manager FLOOR DUPLEX/VOICE/DATA @ SHEET NOTE ...... . . ........................ ....... TYPICAL LEVEL S02.05 FOUNDATION FRAMING PLAN ........... .................. ............. ........... FLOOR FOURPLEX/VOICE/DATA ........ 14185 Dallas Parkway ............... ................. ...... ............ CONCRETE MASONRY UNIT S02.09 ROOF FRAMING PLAN Suite 1150 SURFACE MOUNTED FLOOR DEDICATED DUPLEX/VOICE/UDATA REVISION REFERENCE Dallas Texas 75254 S03. SURFACE MOUNTED FLOOR SEPARATE DUPLEX/VOICE/UATA TAILS METAL FLOOR DEDICATED FOURPLEX/VOICE/DATA ............ ............ SECTIONS AND DETAILS .................. A Thornton Tomaseti ............ NON-FERROUS ALUMINUM FLOOR HALF DEDICATED FOURPLEX/VOICE/DATA ......... DIRECTION OF ELEVATION SO4.01 ROOF LEVEL SECTIONS AND DETAILS X X Structura Engineer SURFACE MOUNTED FLOOR DUPLEX/AV/VOICE/DATA ROW ON ELEVATION SHEET WHERE SHOWN ... ... ........ 12750 Merit Drive ............ SURFACE MOUNTED FLOOR FOURPLEX/AV/VOICE/DATA SHEET WHERE SHOWN ............... ........ Suite 750 ............. H N L I$t St ....... . ........ ........... MECI NAL 0 1 GA ................. ............ ........... FLOOR POKE THRU DUPLEX Dallas Texas 75251 . ............ WOOD (FINISH) DETAIL NUMBER XX ABBREVIATIONS SURFACE MOUNTED FLOOR POKE THRU FOURPLEX XX ............ f FL12.NW MOO.10 GENERAL NOTES DICATED DUPLEX ........ -&-%son Company WOOD (CONTINUOUS) Thom FLOOR LEVEL AND AREA OR PHASE 9 M DESCRIPTION OF SIMILAR OR OPPOSITE F . . .......... FLOOR POKE THRU SEPARATE DUPLEX ew A v-P, Ole A ROJ AREA TO BE DETAILED MEP Engineer WOOD (BLOCKING) SURFACE MOUNTED FLOOR POKE THRU DEDICATED FOURPLEX INTERRUPTED MEMBER MILLWORK LF DEDICATED FOURPLEX ......... M02.09 MECHANI Norcr ss GA 30092 .... ...... ................ ILLWORK SCHEDULE TAG (IF USED) ....................... ..............L' .:L. t A ......... ...... ...... SURFACE MOUNTED FLOOR POKE THRU TELEPHONE RECEPTACLE AUPqt hid XXXX .............. ...... .......... INSULATION (LOOSE OR BATT) ....... ................ .......... ........ .................. CIO-) SURFACE MOUNTED FLOOR POKE THRU TELE/DATA RECEPTACLE FHC rT= FIRE HOSE CABINET INSULATION (RIGID) FLOOR POKE THRU DA .......... ... ....... ...... ::: r. .................. .................... ........ ........... ................... ................ ...... .......... FIRE EXTINGUISHER WITHOUT CABINET .......... SURFACE MOUNTED FLOOR POKE THRU A/V RECEPTACLE .................... ...... GLASS (LARGE SCALE) FEC .......... FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA INFEED FIRE EXTINGUSHER CABINET ....... . .......... .......... .......... ELE TRI AAL ................ .... ............ ........... SURFACE MOUNTED FLOOR POKE THRU SYSTEMS PANEL POWER INFEED FIRE VALVE WITHOUT CABINET SURFACE MOUNTED FLOOR POKE THRU DUPLEX/VOICE/DATA FVC EOO.01 ELECTRICAL LEGEND FIRE VALVE CABINET (KA SURFACE MOUNTED FLOOR POKE THRU FOURPLEX/VOICE/DATA .......... EOO.02 ELECTRICAL SCHEDULES PLASTER WITH LATH ............ FIRE ALARM PULL ...... FLUSH FLOOR FLOOR DUPLEX ............ ...... ........................ E03.01 ELECTRICAL I .............. ....... ACOUSTICAL TILE FLUSH FLOOR FOURPLEX .............. .............. ......................... ..................... .............""r,", ........... R E F L E(";k T E OL) 10%E I L I N UA FLUSH FLOOR DEDICATED DUPLEX E06.01 DETAILS .......... .... ........ .............. ........... ...................... CARPET PLk� Roo r PC FLUSH FLOOR SEPARATE DUPLEX c)q E,LZ ..................... FIP Z FLUSH FLOOR DEDICATED FOURPLEX ........ ACOUSTICAL CEILING AND GRID FABRIC WRAPPED PANEL FLUSH FLOOR HALF DEDICATED FOURPLEX MAIN RUNNER FLUSH FLOOR DEDICATED SINGLE -------------- FLUSH FLOOR TELEPHONE RECEPTACLE L_j FLUORESCENT LIGHT FIXTURE 0 OEM 0%OWN FLUSH FLOOR TELE/DATA RECEPTACLE FLOURESCENT LIGHT FIXTURE/EMERGENCY CIRCUIT ULU I FOPROJEC%�"`Iw DESC;`RIPTION PRW INF�Owll%MATION --------------------- --------------- FLUSH FLOOR DATA EXISTING TO BE REMOVED FLUSH FLOOR A/V RECEPTACLE PHASE ONE FLUSH FLOOR SYSTEMS PANEL VOICE/DATA INFEED UNDER CABINET FLUORESCENT FIXTURE BUILDING ADDRESS: RD, ATLANTIC BEACH, FLORIDA 32233 The facility is an existing eight story nominal 193 key hotel with ballroom and FLUSH FLOOR SYSTEMS PANEL POWER INFEED FLUORESCENT STRIP FIXTURE FLUORESCENT PENDANT FIXTURE conference center, restaurant and bar, and parking for 200 + vehicles. The Phase BLOCK AND LOT NO.: O of work is limited primarily work on the tower from I evel 2 and above FLUSH FLOOR DUPLEX/VOICE/DATA X I X11 & f", y h k including the roof with new clay tile monsord screen, new mechanical chases, and FLUSH FLOOR DEDICATED DUPLEX/VOICE/DATA I CEILING HEIGHT CHANGE 1 04.28.06 KBB GL associated mechanical and electrical work. Including, but not limited to: FLUSH FLOOR SEPARATE DUPLEX/VOICE/DATA X I-XII ZONING: COMMERCIAL, GENERAL PRELIMINARY PRICING PACKAGE 2 05.26-06 KBB GL FLUSH FLOOR DEDICATED FOURPLEX/VOICE/DATA 1. New vertical mechanical chases supported with structural steel and enclosed with (X I_XP? DIMENSION OF CEILING ABOVE FINISH FLOOR OCCUPANCY TYPE: MIXED (A-2, A-31 B1 R-1) ISSUE FOR PHASE I CONSTRUCTION galvanized metal studs, sheathing, air/vopor barrier with finish stucco system. FLUSH FLOOR HALF DEDICATED FOURPLEX/VOICE/DATA CEILING FINISH 2. New Stucco Finishes at chases and where needed - Cement Plaster with prime and FLUSH FLOOR DUPLEX/AV/VOICE/DATA WALL MOUNTED EXIT SIGN, SHOWS QUANTITY OF R-1 OCCUPANCY: 193 KEY HOTEL finish coots. FLUSH FLOOR FLOOR FOURPLEX/AV/VOICE/DATA FACE(S) AND DIRECTION OF ARROW(S) FLUSH FLOOR POKE THRU DUPLEX CEILING MOUNTED EXIT SIGN, SHOWS QUANTITY OF E: 113 3. Existing Stucco Finishes at exterior walls - Strip, prime and finish coats only. ED FLUSH FLOOR POKE THRU FOURPLEX FACE(S) AND DIRECTION OF ARROW(S) 4. Extruded Polystyrene surface banding as part of the cement plaster system. FLUSH FLOOR POKE THRU DEDICATED DUPLEX 0 RECESSED DOWNLIGHT BUILDING AREA: 5. New Clay Tile Mansard roof screen - over metal framing and plywood deck with FLUSH FLOOR POKE THRU SEPARATE DUPLEX ADJUSTABLE DOWNLIGHT MAIN BUILDING LEVEL 0 27,041 SF complete roofing system. FLUSH FLOOR POKE THRU DEDICATED FOURPLEX MAIN BUILDING LEVEL ONE 129252 SF FLUSH FLOOR POKE THRU HALF DEDICATED FOURPLEX 2 2 SZ TRACK LIGHTING MAIN BUILDING LEVEL TWO 13,101 SF 6. Patching of existing membrane roof system as needed to install new structural and FLUSH FLOOR POKE THRU TELEPHONE RECEPTACLE SURFACE MOUNTED LIGHT FIXTURE MAIN BUILDING LEVEL THREE 13,101 SF mechanical systems. FLUSH FLOOR POKE THRU TELE/DATA RE WALL SCONCE MAIN BUILDING LEVEL FOUR 13,101 SF FLUSH FLOOR POKE MAIN BUILDING LEVEL FIVE 13,101 SF 7. New prefinished in-swing aluminum replacement door system installed between EXHAUST FAN MAIN BUILDING LEVEL SIX 13,101 SF existing cmu exterior wall and new mechanical chases at each guestroom on the north FLUSH FLOOR POKE THRU A/V RECEPTACLE IEW] FIRE WARDEN STATION MAIN BUILDING LEVEL SEVEN 13,101 SF and south facades. FLUSH FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA INFEED SMOKE DETECTOR MAIN BUILDING LEVEL EIGHT 132101 SF 8. New prefinished in-swing aluminum replacement door system with sidelights installed FLUSH FLOOR POKE THRU SYSTEMS PANEL POWER INFEED POOL MECHANICAL BUILDING 230 SF in place of existing exterior wall guestroom on the east facade. FLUSH FLOOR POKE THRU DUPLEX/VOICE/DATA STROBE MAINTANCE BUILDING 300 SF + FIRE SPRINKLER OUTDOOR STORAGE 423 SF 9. New prefinished aluminum opera rails at guest rooms on north and south facades. FLUSH FLOOR POKE THRU FOURPLEX/VOICE/DATA OUTDOOR DINING FLUSH FLOOR POKE THRU HALF DEDICATED FOURPLEX/VOICE/DATA UZ) 10. New prefinished aluminum replacement balcony rails at guest room balconies on WSJ east facades. FLUSH FLOOR POKE THRU DEDICATED DUPLEX/VOICE/DATA TOTAL 151,267 SF FLUSH FLOOR POKE THRU SEPARATE DUPLEX/VOICE/DATA SECURITY CAMERA 11. Associated structural, mechanical, electrical, and plumbing systems. FLUSH FLOOR POKE THRU DEDICATED FOURPLEX/VOICE/DATA APPLICABLE CODES AND REGULATIONS 4D THERMOSTAT FLUSH FLOOR POKE THRU DUPLEX/AV/VOICE/DATA $ LIGHT SWITCH 1. FLORIDA BUILDING CODE 2004 PP POWER POLE D DIMMER SWITCH 3. FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11, 2001 FBC ------ ELECTRIC PIGTAIL PROJECTION SCREEN 4. CODE OF ORDINANCES CITY OF ATLANTIC BEACH, FLORIDA (ORD. NO. 95-05-186, SUPPLEMENT NO. 31, REVISION) [01 DOOR RELEASE MOTION SENSOR RETURN AIR 5. FLORIDA FIRE PREVENTION CODE, 2004 L�j R-A [MLI ELECTRO-MAGNETIC LOCK 11-11 SUPPLY AIR 6. NATIONAL ELECTRIC CODE, 2002 EDITION LS1 (a CIRCULAR DIFFUSER 7. NFPA 101, 1994 [Efl] ELECTRIC HINGE EMEEMM LINEAR DIFFUSER 8. FLORIDA ENERGY CODE, 2004[E0 ELECTRIC LOCKSET E DENOTES EXISTING TO REMAIN 9. FLORIDA PLUMBING CODE, 2004 [E51 ELECTRIC STRIKE R DENOTES EXISTING, RELOCATED FIXTURE 10. FLORIDA MECHANICAL CODE, 2004 11. TEST PROTOCOLS OF HIGH VELOCITY HURRICANE ZONES, 2004 DOOR MONITOR CONTACT FIRE RESISTIVE RATINGS - 2004 FLORIDA BUILDING CODE [K51 KEY SWITCH XXXX __*_ WALL FINISH Sea Turtle Resort F-H-1 XXXX BASE FINISH FIRE RESISTIVE, 100% SPRINKLERED Remington Hotel Corporation FI-C-1 INTERCOM -"- EXTENT OF FINISH STRUCTURAL ELEMENT RATING REQ. projes,'A F-R-1 BELL PUSH BUTTON FRAME 2 HR. (EXISTING) 02.5635.000 DOUBLE DOOR MONITOR CONTACT XXXX WALL FINISH FLOOR 2 HR. (EXISTING) C A 0 F 1'1 o N 9 REMOTE DOOR RELEASE BUTTON -..,,,-EXTENT OF FINISH ROOF 1 HR. (EXISTING) AOO-00 EXTERIOR WALLS NON-LOAD BEARING e,��r; t,o INTRUSION ALARM XXXX WALL FINISH INTERIOR BEARING WALLS 3 HR. (EXISTING) INDEX DOOR BELL XXXX WAINSCOT FINISH SHAFT ENCLOSURES 2HR. BASE FINISH E DENOTES EXISTING TO REMAIN EXIT STAIR ENCLOSURES EXISTING EXTENT OF FINISH R DENOTES EXISTING, RELOCATED FIXTURE ELEVATOR LOBBIES EXISTING SPECIAL FINISH TIONS N/A XX FLOOR FINISH AOOmOO CHANGE IN FLOOR FINISH 2 0 0 5 G n I r ... .... . .. .. ... . .... ...... . . .... . .. .. .. , , "' .. . . .. .... .. . . ........ . ..... . ... ..... . .........*.... , . ... . . .... .. .. ......... ...... . ... ........ ... ......... .......... ...... ................. ............. ............................... .......................... ................ ............. ...........r....... ......... .............. ..... .... ............... ................................ ........-................... ............. .......... .......... .......... ........... ............... ............ .......... ......... ............... .......... ..... ............................... ................... .......... .... .......... ........... .................... ............ .................. .............. .............. ..................... ....................... .................. ............. ................. ............ AA .. .... .... ...... ....... . ...... . ... .......... rxx-x-X',�_ 1�_X DEMOLITION NOTES GENERAL NOTES ABBREVIATIONS Sea Turtle Resort 1. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND 1. COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF A K REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND PUBLIC AUTHORITIES GOVERNING THE WORK. ENVIRONMENTAL PROTECTION. ACCES ACCESSORY KIT KITCHEN Hotel Renovati* on 2. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC ACOUS ACOUSTIC(AL) 2. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS AUTHORITIES GOVERNING THE WORK. AFF ABOVE FINISHED FLOOR L REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF AL ALUMINUM Ashford Hospitality Trust BUILDING AND WORKERS. 3. REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND ALT ALTERNATE LAV LAVATORY 14185 Dallas Parkway CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR ANNUNC ANNUNCIATOR LB POUND 3. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY ANDD ANODIZED L BRITISH POUND (CURRENCY) Suite 1100 SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. WORK IN QUESTION. APPL APPLIANCE LT LIGHT ON COMPLETION REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO ARCH ARCHITECT(URAL) LVLG LEVELING Dallas, TX 75254 MATCH ADJACENT SURFACES. 4. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO AUTO AUTOMATIC LVR LOUVER ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. AVG AVERAGE 4. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE & AND M EFFECTED AREAS AT NO COST TO THE OWNER. 5. COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND B MAX MAXIMUM 5. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, FACILITIES, AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING MFD MANUFACTURED RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. FUNCTIONS AND OCCUPANTS. BLDG BUILDING MFR MANUFACTURER BOLLD BOLLARD MECH MECHANICAL 6. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND 6. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE BD BOARD MET METAL FIXTURES AS REQUIRED FOR NEW WORK. CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS BLKG BLOCKING MEMB MEMBRANE SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION BRDLM BROADLOOM MEZZ MEZZANINE Mil 7. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK. BU BUILT UP MIN MINIMUM SuitHouston 0 �� 7. MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN MISC MISCELLANEOUS M LWK MILLWORK Houstoonn TX 77002 8. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING AND CONFORMANCE WITH CODES AND ORDINANCES. C Telephone 713,2"8.8050 DEVICES, UNLESS OTHERWISE NOTED. MOIST MOISTURE :�iacsfin.ile 713.229.9343 8. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. CAB CABINET MOT MOTORIZED) CPT CARPET MTD MOUNTED 9. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. CEM CEMENT(ITIOUS) COORDINATE WITH TENANT AND LANDLORD TO ENSURE SECURITY. CER CERAMIC N CLG CEILING 10. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF COATG COATING NIC NOT IN CONTRACT CONFLICT, CONSULT THE ARCHITECT. COILG COILING NO NUMBER CONC CONCRETE NTS NOT TO SCALE 11. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION, RELOCATE CONSTR CONSTRUCTION PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION. CONT CONTINUOUS(ATION) 0 CONTR CONTRACT(OR) COV COVER ORNA ORNAMENTAL CMU CONCRETE MASONRY UNIT OVFL OVERFLOW OVHD OVERHEAD D OPNG OPENING(S) Remington Hotels, LP OPR OPERABLE DBL DOUBLE Project Manager DEPT DEPARTMENT P 14185 Dallas Parkway DES DESIGN(ED) Suite 1150 DET DETAIL PTN PARTITION Dallas, Texas 75254 DF DRINKING FOUNTAIN PEDTR PEDESTRIAN DIA DIAMETER PBD PARTICLE BOARD DIFF DIFFUSER PNL PANEL Thornton Tomaseti DIM DIMENSION POLYST POLYSTYRENE DISP DISPENSER PORT PORTABLE Structural Engineer DIV DIVISION PREFIN PREFINiSHED 12750 Merit Drive DN DOWN PREFAB PREFABRICATED Suite 750 $ DOLLAR (US CURRENCY) PLAM PLASTIC LAMINATE Dallas, Texas 75251 DR DOOR PLAS PLASTER DSCON DISCONNECT PLSTC PLASTIC DWR DRAWER PLYWD PLYWOOD Thompson Company PRTECN PROTECTION MEP Engineer E 50 Technology Parkway, South R ELAST ELASTOMERIC Norcross, GA 30092 ELEC ELECTRICAL RDR READER EMBED EMBEDD(ED)(ING) RECES RECESSED ENGR ENGINEER(ED) RECPT RECEPTACLE ENTR ENTRANCE REF REFERENCE) EQ EQUAL REFL REFLECTED EQUIP EQUIPMENT REFR REFRIGERATOR EXIST EXISTING REQD REQUIRED EXP JT EXPANSION JOINT RESIS RESIST(ANT)(IVE) EXPS EXPOSE(D) REINF REINFORCE(D)(ING)(MENT) EXT EXTERIOR RESIL RESILIENT RFG ROOFING F RM ROOM RO ROUGH OPENING FAB FABRICATION FD FLOOR DRAIN S FE FIRE EXTINGUISHER FE&C FIRE EXTINGUISHER AND SCR SCRIBE CABINET SECUR SECURITY FHC FIRE HOSE CABINET SF SQUARE FEET FIN FINISH SGL SINGLE FLDG FOLDING SHORG SHORING FPLC FIREPLACE SIM SIMILAR FR FIRE RAT(ING)(ED) SST STAINLESS STEEL FRMG FRAMING STD STANDARD FXD FIXED STL STEEL FXTR FIXTURE STRFR STOREFRONT FLR FLOORING) STRUCT STRUCTURAL FURN FURNITURE SURF SURFACE FWC FABRIC WALL COVERING SUSP SUSPENDED ' ........ issue cage issue Description By check SYS SYSTEM(S) _- 2 05.26.06 KBB GL G T ISSUE FOR PHASE I CONSTRUCTION GA GAUGE GFRC GLASS FIBER REINFORCED THK THICK CONCRETE TLT TOILET GFRG GLASS FIBER REINFORCED TRAF TRAFFIC GYPSUM TRANS TRANSPARENT GFRP GLASS FIBER REINFORCED TRTD TREATED PLASTER T&G TONGUE AND GROOVE GL GLASS TYP TYPICAL GR GRAD(E)(ING) GYP GYPSUM U H UNDRLAY UNDERLAYMENT UTIL UTILITY HD HEAD UNO UNLESS NOTED OTHERWISE HDWD HARDWOOD HDWE HARDWARE V HM HOLLOW METAL HORIZ HORIZONTAL VEH VEHICLE HVAC HEATING, VENTILATING, AND VERT VERTICAL AIR CONDITIONING VIF VERIFY IN FIELD W INFO INFORMATION INSTRUM INSTRUMENTATION) WC WITH INSUL INSULATION WC WATER CLOSET INTLK INTERLOCKING) WD WOOD INT INTERIOR WDW WINDOW INFILTR INFILTRATION W/0 WITHOUT WT WEIGHT WTRPRF WATERPROOFING JAN JANITOR LSeal/Signature Project Name Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD File Name AOO-10 IDescription GENERAL NOTES Scale N M V D A00olO 2005 Gensler ri V / �,. / / / ,, / 4g /f '/„ / // ,/ / / '�, /' / / / /� res:x,t-:, �,,: ,:1s ,s'. ``., r r , ` «r..t rx�<.<t ,n k'.,i: kt >,,( a�.fi rr;i i�.. h...a�u�,,. „r,:4k .0 a� .,r<,h c ..,£t n t,,>.�z c r,,.k.. F ,, y xj Y k „n>i; s t...z ,/,/' r / r; S r S 1 l S u� v 4 ✓� t- rtr ,hh ''' J l i i d' duv / fi.'p f / I // " r p A /r fl ; f /r it 11 / /. r �' atlas T 75254 �'°y / h �`� �/ PHASE 1 , r � r ^f'�y �, �{y ,. ro ,rd ,c wr,'ry 1 r'r� S'' d^., / � ` � d' f,. '`` A. NORTH, SOUTH, AND WEST TOWER EXTERIOR SKIN, FRESH AIR DUCTS, PIPE AND CHASES d �' o' � c — — F 'd ; ... r. .. .. -.. ..,`ai7n..vrm�4.�r?,7r .. .-.. �r�w.+rXsr^rh»Y.r' .r�'i.rt'T.cr?4 cZr: Fn`. �"c 'm.., ...ii. �^,'.>".. rte.. r . ...... ,. , ;'� ....,.. :.. ::.. ... :,:. ... .... ... - rYe �"rrt�.?-rr�'r:;�t-K�t,7,,. .rT�.�' rr� .. ,.- - �`S. rr>�`,�-.r. �r"., s'` r''` ., �. -.:, .. :: r r:. , ,.-.. ,.. S J J., , / , r f d" t �. f' ♦ F� r a d _ — � — _ �,� __ — . — ' - — — — - - m d EAST WALL AND BALCONIES TOWER ROOF MECHANICAL ON ROOF. J / (� _. ' �� l I 1 rr' l6 .. —_ _ _1 - — -� = = w — 1r r (_ — r ;, ' C. TOWER INTERIOR FINISHES BY OTHERS. a 1' r' d ` r l ` { : `' '` �" 1 , { r d a P' {, ' :. 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T , —.. �� 4 L # L. 3 L d. s.,, r .. � ,w fi g'�f:Ys/''ry i"%s � _ _ - �� e , _.�. .. .. €_ — 1_t r ;s �,f ,, 3 "t :._.-. m� - '--`– � – Sea Turtle Resort ,,,..-_,_"-"'.,.. -.,,. v_,_. — �. Remington Hotel Corporation �. �.............�....... v. € € _ ° �. ��„ -,1 ��t4,� ��,,,k�S.Sdr�a¢.r�5 y?`f,`rli%i 3' �� t o 'I, .. ., .. T �-I ,+` , L �., ., .. ,. �.. .. - I. , .- ., €., .. �' j - — `�' 02.5635.000 r' � rr j+ l �::; J ?:: 9 ..er e , .. 1.- _. ,' 't w . µ , „.. a i Ao0 20 R ' ., � �.. — PHASING PLAN 1_ 1 �.-,,,. ,. , . �. 1.. .. ., 1�. .„.. I i/ .` - — � � r 'i''�' ..i�i 5l e�,xv 7 ...... ...... .......... .......__-'_--_.-.,.,..., ...,.. r>� • ' l __..._-- V t V 7 V 3 0 a v a --------------------------------------'----.-...--'---,-._....-_.._......._.--..- --- _. - - a n A L • • a 3 i v a 7 KEY NOTES SeaTurtleResortes � n No . _ _esu n o . o _ _ e � n o _ _ es � n Nonbearing Wall Rating - 2 HR. THROUGH-PENETRATION FIRESTOP SYSTEM-4H. THROUGH-PENETRATION FIRESTOP SYSTEM--2H. THROUGH-PENETRATION FIRESTOP SYSTEM--2H. Hotel :.. f A - A - gip Ashford Hospitality Trust .. .w..... Baa - A 4Bf sp t'Y .fes ,:•.:w: y.. w/.M:.it:S:;•; „`.: :::.:'4- "1,..., •e�; �-� Z! ..__.-.. ii��• .� °o 14185 Dallas Parkway ,._w. • ti S e 1100 +' .. ,.• �7r..-.eL., / �.e::-: ..:°.=:.r..,r+.�:• ...a{w• :'.r-;x':'5=: ::-�.. ,� .,� ` ! ;I,T 1I' SECTION A-A ScCT,ON A-A Dallas, TX 75254 4 3 SECTION A-A 1. Floor or Wall Assembly-Min 4-1/2 in.thick reinforced lightweight or normal 1. Floor or Wall Assembly-Min 2-1/2 in.(64 mm)thick reinforced lightweight or weight(100-150 pcf)concrete floor.Wall may also be constructed of any UL normal weight(100-150 pcf or 1600-2400 kg/.m3)concrete.Wall may also be 1. Floor and Ceiling Runner- (Not Shown)- Min. 25 MSG galv steel 1 in.high,return 1. Wall Assembly-The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly Classified Concrete Blocks*. Max diam of opening is 4 in. constructed of any UL Classified Concrete Blocks*. Max diam of opening is 18 legs 2-1/2 in.wide(min), attached to floor and ceiling with fasteners 24 in. OC. shall be constructed of the materials and in the manner described in the See Concrete Blocks(CAZT)category in the Fire Resistance Directory for in.(457 mm) 2.Steel Studs- Min 2-1/2 in.wide, 1-1/4 in. legs, 3/8 in. return,formed of min 25 MSG individual U300 or U400 Series Wall or Partition Design in the UL Fire names of manufacturers. See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names galv steel max stud spacing 24 in. OC.Studs to be cut 3/4 in. less than assembly Resistance Directory and shall include the following construction features: 2. Metallic Sleeve-(Optional)--Nom 4 in.diam(or smaller)Schedule 10(or of manufacturers. height. A. Studs--Wall framing may consist of either wood studs or steel channel heavier)steel sleeve cast or grouted into floor or wall assembly,flush with floor 1A.Steel Sleeve--(Optional, not shown)--Nom 10 in.(254 mm)(or smaller) 3. Batts and Blankets*- (Optional)-Mineral wool or glass fiber batts partially or studs.Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in.OC with or wall surfaces. Schedule 10(or heavier)steel sleeve cast or grouted into floor or wall assembly. completely filling stud cavity. Fasten each batt to wallboard base layer with a min 9/16 nom 2 by 4 in. lumber end plates and cross braces.Steel studs to be min 3-1/2 3. Through Penetrants--One nonmetallic pipe or conduit to be installed either Sleeve may extend a max of 2 in.(51 mm)above top of floor or beyond either in. long staple. Use five staples for each 4 ft piece. Drive one staple in the center of in.wide by 1-3/8 in.deep channels spaced max 24 in.OC. concentrically or eccentrically within the firestop system.The annular space surface of wall.T Rating is 0 Hr when sleeve is used. each piece and a staple at each comer,approx 3 in.from edges. B. Gypsum Board*--Nom 5/8 in.thick,4 ft.wide with square or tapered edges. between the pipe or conduit and the periphery of the opening shall be a min of 2. Through Penetrant--Nom 4 in. (102 mm)diam (or smaller)Type L(or heavier) See Batts and Blankets(BZJZ)category for names of manufacturers. The gypsum wallboard type,thickness, number of layers,fastener type and 1/2 in.to max 1-3/8 in. Pipe or conduit to be rigidly supported on both sides of copper pipe, nom 12 in.(305 mm)diam (or smaller)service weight(or heavier) 3A. Fiber,Sprayed*-As an alternate to Batts and Blankets(Item 3)-Spray applied sheet orientation shall be as specified in the individual U300 or 0400 Series floor or wall.The following types and sizes of pipes or conduits may be used: cast iron soil pipe, nom 12 in. (305 mm)diam(or smaller)Class 50(or heavier) cellulose material.The fiber is applied with water to completely fill the enclosed cavity in Design in the UL Fire Resistance Directory.Max diam of opening is 15 in. A. Polyvinyl Chloride(PVC)Pipe-Nom 2 in.diam(or smaller)Schedule 40 solid ductile iron pressure pipe or nom 12 in. (305 mm)diam(or smaller)Schedule 10 accordance with the application instructions supplied with the product. Nominal dry The hourly F Rating of the firestop system is equal to the hourly fire rating of core PVC pipe for use in closed(process or supply)or vented(drain,waste,or (or heavier)steel pipe centered in the opening and rigidly supported on both ��i -� Street density of 3.0 Ib/ft3.Alternate application method:The fiber is applied with U.S. the wall assembly in which it is installed. vent)piping systems. sides of the floor or wall assembly. Suite 400 Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive 2. Through-Penetrant--One metallic pipe,conduit or tubing to be installed either B.Chlorinated Polyvinyl Chloride(CPVC)Pipe-Nom 2 in.diam(or smaller) 3. Pipe Covering*--Nom 1/2 to 2 in.(13 to 51 mm)thick hollow cylindrical heavy Houston TX 77002 to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application concentrically or eccentrically within the firestop system.The space between SDR 17 CPVC i for use in closed(process or supply)or vented drain waste density(min. 3.5 pcf or 56 kg/m3)glass fiber units jacketed on the outside with Telephone 713,21218.8050 instructions supplied with the product. Nominal dry density of 2.5 Ib/ft3. pipes,conduits or tubing and the steel sleeve(Item 3A)shall be min of 0 in. or vent)piping systems. (p pp y) ( an all service jacket. Longitudinal joints sealed with metal fasteners or U S GREENFIBER L L C --Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) (point contact)to max 2-3/8 in. Pipe,conduit or tubing to be rigidly supported factory-applied C. Rigid Nonmetallic Conduit+-Nom 2 in.diam(or smaller)Schedule 40 PVC self-sealing lap tape.Transverse joints secured with metal .Fiacs11n.1 e 713,229.9343 on both sides of wall assembly.The following types and sizes of metallic pipes, conduit installed in accordance with Article 347 of the National Electrical Code, fasteners or with butt strip tape supplied with the product. 3B. Fiber,Sprayed*-As an alternate to Batts and Blankets(Item 3)and Item 3A- conduits or tubing may be used: (NFPA No.70). See Pipe and Equipment Covering-Materials*(BRGU)category in Building Spray applied cellulose insulation material.The fiber is applied with water to interior A. Steel Pipe--Nom 12 in.diam (or smaller)Schedule 10(or heavier)steel pipe. 4. Firestop System--The firestop system shall consist of the following: Materials Directory for names of manufacturers.Any pipe covering material surfaces in accordance with the application instructions supplied with the product. B. Iron Pipe--Nom 12 in. diam (or smaller)service weight(or heavier)cast iron A. Forming Material*--Min 1-1/2 in.thickness foamed into opening as a meeting the above specifications and bearing the UL Classification Marking with Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per soil pipe, nom 12 in.diam (or smaller)or Class 50(or heavier)ductile iron permanent form. Forming material to be recessed from top surface of floor or a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less cubic ft. pressure pipe. from both surfaces of wall as required to accommodate the required thickness may be used. NU-WOOL CO INC -Cellulose Insulation C. Conduit-Nom 6 in. diam (or smaller)steel conduit or nom 4 in.diam(or of fill material. 4. Firestop System--The details of the firestop system shall be as follows: smaller)steel electrical metallic tubing. HILTI CONSTRUCTION CHEMICALS, DIV OF A. Packing Material--Min 1 in. (25 mm)thickness of firmly packed mineral wool 4. Gypsum Board*-5/8 in.thick,outer layer paper or vinyl surfaced. (Laminated D. Copper Tubing--Nom 6 in.diam(or smaller)Type L(or heavier)copper HILTI INC -CF128-DW or CF511 Foam Sealant batt insulation used as a permanent form. Packing material to be recessed from System)Wallboard applied vertically in two layers. Inner layer attached to studs with 1 tubing. B. Fill,Void or Cavity Material*--Sealant-Min 3 in.thickness of fill material top surface of floor or sleeve or from both surfaces of wall as required to in. long Type S steel screws spaced 8 in. OC along vertical edges, and 12 in.OC in the E. Copper Pipe--Nom 6 in.diam(or smaller)Regular(or heavier)copper pipe. applied within the annulus,flush with top surface of floor or with both surfaces accommodate the required thickness of caulk fill material(Item B). field and outer layer laminated to inner layer with joint compound,applied with a 3. Firestop System-Installed symmetrically on both sides of wall assembly.The of wall. B. Fill,Void or Cavity Material*-Caulk or Sealant-Applied to fill the annular notched spreader producing continuous beads of compound about 3/8 in. in diameter, details of the firestop system shall be as follows. *Bearing the UL Classification Mark space flush with the top surface of the floor or sleeve or flush with both spaced not greater than 2 in. OC.Joints of laminated outer layer offset 12 in.from inner A. Steel Sleeve--Cylindrical sleeve fabricated from min 0.019 in.thick(No.28 surfaces of wall. When nom pipe covering thickness is 2 in.(51 mm), min layer joints Outer layer wallboard attached to floor and ceiling runner track with 1-5/8 in. gauge)galv sheet steel and having a min 2 in. lap along the longitudinal seam. thickness of caulk fill material is 2 in. (51 mm).When nom pipe covering long Type S steel screws spaced 12 in.OC. Length of steel sleeve to be equal to thickness of wall plus 1 to 4 in.such that, ■ thickness is 1-1/2 in.(38 mm)or less, min thickness of caulk fill material is 1 in. Optional, (Direct Attached System), Inner layer attached to studs with 1 in. long Type S when installed,the ends of the sleeve will project approximately 1/2 to 2 in. (25 mm).The hourly F and T Ratings of the firestop system are dependent upon steel screws spaced 16 in. OC in the field and along the vertical edges.Outer layer beyond the surface of the wall on both sides of the wall assembly. esign o ■ C =AJ =1055 the thickness of the floor or wall,the size of pipe,the thickness of pipe covering attached to the studs over the inner layer with 1-5/8 in. long Type S steel screws Sleeve installed by coiling the sheet steel to a diam smaller than the through material and the size of the annular space(between the pipe covering material Remington Hotels, LP spaced 16 in.OC in the field and along the vertical edges and 12 in. OC to the floor and opening, inserting the coil through the openings and releasing the coil to let it and the edge of the circular through opening),as shown in the following table: ceiling runners.Joints of screw-attached outer layer offset from inner layer joints.Joints uncoil against the circular cutouts in the gypsum wallboard layers. THROUGH-PENETRATION FIRESTOP SYSTEM--2 H 3M COMPANY--CP 25WB+or FB-3000 WT Project Manager of outer layer may be taped or untaped. B. Packing Material --Min 1 in.thickness of mineral wool batt insulation firmly *Bearing the UL Classification Mark 14185 Dallas Parkway Nom 3/32 in.thick gypsum veneer plaster may be applied to the entire surface of packed into steel sleeve on both sides of the wall assembly as permanent Classified veneer baseboard.Joints reinforced. forms. Packing material to be recessed min 1/2 in.from end of steel sleeve __ Suite 1150 AMERICAN GYPSUM CO -Types AG-C,AGX-1,AGX-11. A yp (flush with or recessed into gypsum wallboard surface)on both sides of wall VII t1 YY AYL Dallas, Texas 75254 BEIJING NEW BUILDING MATERIALS CO LTD -Type DBX-1. assembly. Min Floor or Max Pipe Nom Pipe Annular EGRG P BPB AMERICA INC -Types 1, FRPC, roRoc Type X or ProRoc Type C. 61. Packing Material -(Not shown)--As an alternate to Item B, nom 1 in.thick BPB CANADA INC -ProRoc Type C, ProRoc Type X or ProRoc Type polyethylene y �r'4'all Thkns Diam Covering'rhkns :Space li Rating T Rating yp yp yp pol eth lene backer rod may be used.The backer rod is to be recessed withinF`..` !; In. In, In. to Hr Hr • Abuse-Resistant. the steel sleeve a min of 1 in.from each surface of wall ' Thornton Tomaseti CANADIAN GYPSUM COMPANY -Type AR, C, FCV, IP-AR, IP-X1, IP-X2, IPC-AR, C. Fill,Void or Cavity Materials*-Caulk or Sealant-When mineral wool batt 2-I•/2(64) 4 (102) l• or. 1-1/2 (25 qtr 38) 1/2 Lo 2-3/8(13 to 00) 2 1 SCX,SHX,WRC or WRX. insulation is used, applied to fill the steel sleeve to a min depth of 1/2 in.on A Engineer ri � sneer G-P GYPSUM CORP,SUB OF both sides of wall assembly.When backer rod is used,a min thickness of 1 in. µ` 4-112(114) 4(102) 2(51.) 1/4 to:3-5/8(6 to 92) 2 1-1/2 Structuralg GEORGIA-PACIFIC CORP -Types 5, 9,C, DAP, DD, DA, DGG, DS,GPFS6. of CP-25WB+caulk is required flush with surface of wall.A nom 1/4 in.diam SECTION.A-A 12750 Merit Drive L--1/2 (64) 12€"3015) 1 (25) l/2 to 1-112(1. to 38;1 2 112 LAFARGE NORTH AMERICA INC -Types LGFC2, LGFC2A, LGFC3, LGFC6, continuous bead of caulk shall be applied around the circumference of the Suite 750 LGFC6A, LGFC-C, LGFC-C/A. steel sleeve at its egress from the gypsum wallboard layers on both sides of 1. Floor or Wall Assembly-Reinforced lightweight or normal weight(100-150 pcf) concrete 4-1/2(114) 12(305) 1 (115) 1/2 to 2-3/8(13 to 60) .3 1 NATIONAL GYPSUM CO -Types FSK-C, FSW, FSW-3, FSW-5, FSW-C, FSW-G, the wall assembly. having a min thickness as specified in the table below(Item 3).Wall may also be constructed of any Dallas, Texas 75251 FSMR-C. 3M COMPANY-CP 25WB+or FB4000 WT UL Classified Concrete Blocks*.Max diam of opening is 8 in. 2-t/2((;4) 12(305) 11'.2( 1/2 to 2-3/8 13 to 60) 2 0 PABCO GYPSUM, DIV OF PACIFIC COAST *Bearing the UL Classification Mark See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of BUILDING PRODUCTS INC -Type C, PG-3, PG-5, PG-9 or PG-C. manufacturers. Thompson Com PANEL REY S A-Type PRX. 2. Steel Pipe-Nom 6 in.diam om Company p(or smaller)Schedule 40(or heavier)steel pipe.One pipe to be y SIAM GYPSUM INDUSTRY(SARABURI)CO LTD -Type EX-1 centered within the firestop system.A nom annular space of 3/4 in. is required within the firestop STANDARD GYPSUM L L C -Type SGC, SG-C or SGC-G. system.Pipe to be rigidly supported on both sides of floor or wall assembly. Design No . W=L=2014 MEP Engineer TEMPLE-INLAND FOREST PRODUCTS CORP -Types T,TG-C,VPB-Type T. 3. Firestop System --The F and T Ratings of the system are dependent upon the type of 50 Technology Parkway, South UNITED STATES GYPSUM CO -Type AR, C, FCV, FRX-G, IP-AR, IP-X1, IP-X2, assembly being penetrated,thickness of assembly,pipe diam,annular space,forming material IPC-AR,SCX,SHX,WRC or WRX. ■ thickness and fill material thickness as shown in the table below: Norcross, GA 30092 USG MEXICO S A DE C V -Type AR,C, FCV, IP-AR, IP-X1, IP-X2, IPC-AR,SCX, _ _ A.Packing Material-Mineral wool batt insulation having a min density of 4.0 pcf firmly packed THROUGH-PENETRATION FIRESTOP S SHX,WRC or WRX. esign No . into opening as a permanent form at the min thickness specified above. Packing material to beW 1009 recessed from top surface of floor or from both surfaces of wall as required to accommodate the 4A. Gypsum Board*- (As an alternate to Item 4)-Nom 3/4 in.thick, installed as required thickness of fill material i ! , described in Item 4 with 1-1/4 in. Ion Type S screws for inner layer and 2-1/4 in. Ion B.Fill Void or Cavi Material*-Caulk--Min thickness of fill material applied within the annulus, - g yp y g THROUGH-PENETRATION FIRESTOP SYSTEM--2H. pp Type S screws for outer layer. flush with top surface of floor and with both surfaces of the wall CANADIAN GYPSUM COMPANY -Types AR, IP-AR. INTUMEX BRANDSCHUTZPRODUKTE AG-Intumex MW UNITED STATES GYPSUM CO -Types AR, IP-AR. ;a, *Bearing the UL Classification Mark USG MEXICO S A DE C V -Types AR, IP-AR. sECTron A-A ' J '�- ►'n Floor Max Min ' 111 1. Wall Assembly -The fire-rated sum wallboard/stud wall assembly shall be 4B. Gypsum Board*-(As an alternate to Item 4,4A and 4BY5/8 in.thick,2 ft wide, -- �, y- gyp y Floor car Wall i'1 a Ann Forming Mtl I? T tongue and groove edge,applied horizontal) as the outer layer to one side of the % ><`4 -- --- �, p constructed of the materials and in the manner s g g g pp y y or Fhkns Duni pacified in the individual 0300 assembly.Secured as described in Item 4 for the direct attached system. `'� \ k Space 1b111 Thkns 'T n, stat�ts> Rating ,:.-' � �` �'k'alt t��, in. tr,. In. tri. Hr xt• or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and �' i I I'�, 9 ry CANADIAN GYPSUM COMPANY -Type SHX. �- ,< 6 - 1 2 0 shall include the following construction features: UNITED STATES GYPSUM CO -Type SHX. `Jr ; � • 34 4 1 A.Studs--Wall framing may consist of either wood studs or steel channel USG MEXICO S A DE C V -Type SHX. --•-S1� u 5 6 3/4 4 i12 1 t studs.Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in.OC.Steel F 4-112 4 3/4 3-V2 1 2 112 studs to be min 2-1/2 in.wide and spaced max 24 in.OC. B.Gypsum Board*--Two layers of nom 518 in.thick gypsum wallboard,as 1. Wall Assembly--The fire rated gypsum wallboard/stud wall assembly shall be W 5-112 4 314 3-lt'_' 1 2 112 specified in the individual Wall and Partition Design.Max diam of opening is 8 constructed of the materials and in the manner specified in the individual 0300 F 4.1/2 6 314 1-114 2-3/8 3 0 in. or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory ? :j 2. Nonmetallic Pipe-Nom 4 in. diam (or smaller)Schedule 40 polyvinyl chloride and shall include the followingconstruction features: W 6r7/4 1..114 PVC or SDR17 chlorinatedpolyvinyl chloride CPVC i for use in closed (PVC) (CPVC)P•Pe A.Studs--Wall framing may consist of either wood studs or steel channel (process or supply)piping systems. Pipe to be rigidly supported on both sides studs.Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in.OC.Steel of wall assembly. studs to be min 2-1/2 in.wide and spaced max 24 in.OC. 3. Firestop System --The hourly F and T Rating for the firestop systems are B.Gypsum Board*-Two layers of nom 5/8 in.thick gypsum wallboard,as dependent upon the size of pipe,annular space,and min forming and fill specified in the individual Wall and Partition Design. Max diam of opening is material thicknesses as described in the table below.When the annular space 14-1/4 in. in the table shows a range of distances,the penetrating item may be installed 2. Through Penetrants--One metallic pipe, conduit or tubing to be centered either concentrically or eccentrically within the firestop system.The firestop within the firestop system. Pipe, conduit or tubing to be rigidly supported on systems shall consist of the following: both sides of wall assembly.The following types and sizes of metallic pipes, A. Steel Sleeve or Wire Mesh -No. 8 steel wire mesh having a min 1 in. lap conduits or tubing may be used: along the longitudinal seam. Length of sleeve to be 1/4 to 1/2 in.less than A.Steel Pipe-Nom 12 in. diam(or smaller)Schedule 10(or heavier)steel pipe. overall thickness of wall such that,when installed in circular opening,the ends A nom annular space of 3/4 in. is required within the firestop system. of the sleeve are recessed 1/8 to 1/4 in.from each surface of the wall.Sleeve may B.Steel Pipe-Nom 4 in. diam (or smaller)Schedule 5(or heavier)steel pipe.A also be formed of min 0.034 in.thick(20 MSG)gals sheet steel. nom annular space of 3/4 in. is required within the firestop system. B. Packing Material -Mineral wool batt insulation firmly packed into opening as C. Conduit--Nom 4 in.diam (or smaller)steel electrical metallic tubing or steel a permanent form at the thickness shown in the table below.Packing material to conduit.A nom annular space of 3/4 in. is required with the firestop system. be recessed from both surfaces of wall as required to accommodate the D.Copper Tubing-Nom2 in.diam(or smaller)Type L(or heavier)copper required thickness of fill material.As an option to the above,backer rod and/or Isere Date )see Description By Chef L ............. m tubing.A nom annular space of 314 in. is required within the firestop system. foamed plastic backer material may be used. -- 1 05,26.06 KBB GL 3. Firestop System -The firestop system shall consist of the following: C. Fill,Void or Cavity Material*--Caulk--Applied within the annulus,flush with A. Packing Material --Min 3 in.thickness of min 4 pcf mineral wool batt both surfaces of wall as shown in the table below: ISSUE FOR PHASE I CONSTRUCTION insulation firmly packed into opening as a permanent form.Packing material to *Bearing the UL Classification Mark be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. dll V7 SIAIr Wt.l ill lli4"I:LVIfG VC-IUW. B. Fill,Void or Cavity Material*-Sealant--Min 1 in.thickness of fill material Max Pipe Annular Min Forming Min Fill >F• 'F applied within the annulus on both surfaces of wall.Additional fill material to be Diam Space Md Depth Mtl Depth Rating Muting installed such that a min 1/4 in.crown is formed around the penetrating item. In. In. 1n. in. Hr sir 3M COMPANY-Types FB-2000, FB-2000+.(Note: L Ratings apply only 4 314 to 1-1i4 1-14 z - 1.1/2 ......��_.., :I-112 i,,._...�.................. ..-�---- when FB-2000+is used). *Bearing the UL Classification Mark 13�$ gra s;4 1 1 NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET NOTES Seal/Signature IProject Name Sea Turtle Resort Remington Hotel Corporation IProject Number 02.5635.000 CAD File Name A00-21 Description UL Assemblies- Continued \ Scale r 14 1 a 14 w 3 0 r AOOm2l 3 e c n 2005 Gensler 5 3 KEY NOTES ea u e esort Hotel on Ashford Hospitality Trust — — 14185 Dallas Parkway ry Suite 1100 i Dallas, TX 75254 1 i 1 1 1 1 1 1 1 1 1 1 1 , 700 M.ilam greet 1 1 Suite 400 i 1 1Adak Houston TX 77002 In Telephone 7t3,128-8050 1 , Facsimile 713,229,9343 1 1 1 1 1 1 1 1 i 1 � 1 � t 1 � 1 1 G 1 Remington Hotels LP 0 1 g 1 C , , Project Manager 14185 Dallas Parkway y 1 Suite 1150 1 1 , Dallas, Texas 75254 1 1 1 i Thornton Tomaseti 1 1 Structural Engineer 1 t 12750 Merit Drive 1 i Suite 750 i Dallas, Texas 75251 1 1 Thompson Company p p Y MEP Engineer 1 1 1 1 , 50 Technology Parkway, South 1 Norcross, GA 30092 1 1 WOOP SOW woo i 1 � � 1 _ 1 _ 1 _ _ _ x P ry doom &sop sow avow wow 1 NOW ' _ tAG _ o-v � �X OR E1 p A i r r 1 B8 S �o 01A r � RO Issue Date Issue Descriptio By Check G -- 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE �` 1 �► 2 05.26.06 KBB GL ISSUE FOR PHASE I CONSTRUCTION r.::. 0 1 0 F 110 0 , o ANG � � XisOlt, STMS NE oo � - ANG �E N i Ni RA 1 u ST A 1 owl - .............. ........... 1 NOTE: REFER TO PROJECT MANUAL 1 FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET NOTES ISeal/Signature o w.. - \ t ...-• — :: - .� �--`_ � - ::. woo Project Name Sea Turtle Resort 1 ='— Remington Hotel Corporation / , r l i...:..;.. r - Project Number RD . , : 1 . 02.5635.000 L , CAD File Name I A00—50 TkN . ... ... Description L �\ DEMOLITION PLAN .:.. :. ..: . . SIE L N Scale R ci N fpV oO S M Ref.North AOOm5Os SITE PLAN FOR REFERENCE (0,2005 Gensler s SCALE: V = 20'-V SP_50.DWG N O_ 0 KEY NOTES O REMOVE EXISTING WINDOW AND A/C ASSEMBLY. ea u e eso COORDINATE OPENING CONSTRUCTION • �a PLANS/ELEVATIONS. 0 e en � I .` fi i, � i 20 REMOVE EXISTING BALCONY RAILING. PREPARE . I ' fi I �� fi SLAB TO RECEIVE NEW RAILING. Ashford Hospltahty Trust fi fi � � � � fi � � I i �� ._——————. .� �_�_� I 14185 Dallas Parkwa � I I �� '�� I I 3 REMOVE ENTIRE WINDOW AND WALL ASSEMBLY. y 0 �,,: I I REFER TO DEMOLITION ELEVATIONS. Suite 1100 AX AY AZ A B C D E F G H J K L � i,. � I '��.�.�,�___��.—:�._.�'�� —�—,�=-.-�--�-.�- �--�---=•--------.---1�` � 4 REMOVE EXISTING WALL ASSEMBLY AND MINIBAR. Dallas, TX 75254 � » � " � » � n s " s rr r " ► n �. � � I O 13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 13 -8 13 -8 13 -8 13 -8 13 -8 13 -8 27 -2 18 -8 0,�--_--_,_,��---�s�'� 13 —4 33 —6 � REMOVE EXISTING WALLS AND VANITY. 8» — " 7' 6" " 40,_8" ,_.\ 5 I 4 2 09.0 � I I . �I�G ► I r,U�S_�ROC?��1 1 1 1 1 1 1 1 1 1 1 1 � 1 I ,..= l I 2�5 , 3 I I I I I I I I I I I I I �� II �� I 0 11111 � I � 1 � � 1 _ _ - - - _ - - _ - - - _ _ - I _ -��. _ _ , �x��400 ., ,��`��` � Houston TX 77002 I T��; �� 7��,�� ,�0�0 �� 1 �-� � �" �� :� ,. I I �? � r1� r � � � �� I I u�u,�L� � � � � �� 1 CJI � � 1 2 � r � � r r � I � r r r_ � � � I f' � � lr._.. � I�. -J C� .JT< ,J.� 0o w I �J�d�;E � t�Ol1.rsLE �JI��Lt: D�lldl._� . ;DO�P`E D�l!dl_� DO�1.�LF � f;��.,aLt D�}��aLt f0�.�aLt. OO.�B�t' ��UB�E ,�_ F C� I� 00 ►.' �. r � � l. �,, � T,. 1. �• ' r� t�' '" �' T � �� r C' /' � � r ► n r T r �` � � r ► != I r� �' �' C � I I � T � � �'� r (' F � � � � �,l,cS� .�0�1 GUI=�:,rt�+0!,� C�F�T��C?�I•! � GUMS�R�►(?i�l �U�S I R�(?n� GIfiES 11�,�t?��I � ,��,c.,I R�( M �UE.�1 ROOM 2r4 I GJ��.�+0..� C�1l=�T<C��I�� lE��t�:�0��! �U_�,r�.,0.� R ,,. — — 1�� ?�8 2L6� � I�?Z r 212 ; L2� � I .218 . ?�6 ( L1 f L1� I L1� L��, � 1f�o � f �.� L—. �.. ,\ l '4�' '� -., � :' : ' I — — — — �.� -� 1 . 9 I I I I ..—� 3 � .; �,. �� :. �� . ,�.,-� �� . ��. �� I �� a I c .�.� �� . �, r� r �. `. ,. �"�"1. —. _.�— _ _— —� �� — — — �: — — --��- ,�_ .} .: —i '—' . e �`^ •: �. O -�� .' • O -� � �� : -� -�' --� _ � fi � ,. : i � .�_� � �� . 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L ,� �. �. r 1?� !� l 1 �� 1 . - ,�' r`` �.��' 't�' � _ \ � 1 \ I 1 I � r ► I � � c I` � � \� � \ � � � =��- I I D 11 P h' I � � � 1 \ \ � _J 1: �t1�$�R�O��I 14185 a as arkwa �- I - � - \ �`' �: _ __ � _ _ _ �= _ ..�.� � \ - -- I \ \: - - _ _ 2 \ �-� \ — � � .: :� � \ '.� �— 1� -�- � :�� 'L I . !� '� �- `1 \ � � r --. \ ( � Suite 1150 ;: � � � �' -� _ I �— � —` � � �'-� � �— � � 3 Dallas Texas 75254 I • I �+ I I L ; o� � 1 � 1 � 1- � ( � � _ -- - - - .- --�- _ � - � --- �' - - - - - - - - �� ' �_T _. 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I I � .�.��.: 't 50 � � �� Sui e 7 �� J �: !� . � ,� � _� �_ � �_:-� ��_ :�_ `�� `.�� _ _ _ ,. `1 2 �°" ao —. 1 — �. `- � . _0. 1 �.�� 2 1 11 Tx 55 D as a as 7 �� I a F . S (' l ' ; ,. ,. ,: ,. � � r �'� : .� , . r ( .� � � I l _EPtN� ` ' ' FF i i t ` ` ' ' : � � r �� ilk, rt... v L. ' . ,. t� � � r I :_�— \ T t^ __ I 1 l I , C` F .�.vA� _�_� I �— I_ . c l r I I �r _J.J � � ,:: 231 �� : n m an Thom so Co — — — — — — — — — — — — — — — — — I - '�.�� —� � . .�..�- p p Y �.�� 3. 9 4 � - - - - - - _ - - - _ - _ - _ - _ - _ - _ . _ ^ _- � - I I '� 1;: �� ., MEP Engineer '��°' � � II,'� 1 � 1 1:✓ � �IP�t� � � I I I I I I I I I I I I ,;- 11 J � �� ,. � � I r�- I � I I GJF�T'�O��n 50 Technology Parkway, South I ' �!— I r 1. J � rr A 2 N c oss G 3009 I 1 I 0 .:' _J +� . ? P �� 1 � I —�� 1 1 1 1 1 1 1 1 1 1 1 1 �I ,I 3 .� ..-r , I ' I 2 4 1- I I � — -- I �- �� 7� I 5 1 ��— fi 1 __ I �� . A09.01 i I .. fi 1 1 I i ' I fi I i I I I � I I 'I 1 1 I 'I ,. � � � • � c � _ � � �� t�� I p __ KBB GL 1 04.28.0 s AE R IMI NARY PRICING PA CK G P EL 2 05.26.0 6 KBB GL TI N ISSUE F OR P H ASE I CON STRUC 0 f* fi fi I I L—�_.—� K L , " , " , " _ _ 1 7 18 8 2 2 " " _ 33 _6 13 4 A OJECT MAN L N T . R FER TO PR U OE E 5 A KEY N T S FOR GEN ER L N OTES 0 E > > N OJEC T. IFI ATI N 0 THIS PR P C C 0 ANDS E �� I:'� r . :' '�� 0 HEE T N TE S S O � � I� i t� � I � � ,. l — - I - — -- - c� — :r .,_ i SHAD ING TSA INDICA E REA NOT I N SCOPE —�—� �� C� A. ALL WORK SHOWN IN DEMOLITION DWGS SHALL BE ��-� - ( � DEMOLITION FLOOR PLAN LEVELS 5&8 SCALE: 1/8" = 1'-0" BP_2-8.DWG PERFORMED BASED ON PHASING SCHEDULE. SEE Sea Turtle Resort A00.20 Remington Hotel Corporation �r��I��tr 02.5635.000 I�� IIS � � A01-02 f�� i�s�l�� DEMOLITION PLAN LEVELS 2-8 \\ �. . �,�� I ��I� N 0 0 2' 4' 8' 16 oN M CV Q .� DEMOLITION FLOOR PLAN - LEVELS 2-4 6 7 °a � � 4 ��I�� s SCALE: 1/8" = 1'-0" BP_2-8.DWG� � ~' N O_ Q KEY NOTES O REMOVE EXISTING DOOR. SALVAGE HARDWARE FOR ea u e eso REUSE. • ��---��—� �r—�— -�� —� —�� I REMOVE WALL TO RECEIVE NEW DOOR. , . � o J l � � ��. �" I I 3 REMOVE ABANDONED MECHANICAL EQUIPMENT; RE: Ashford Hos itali Trust ., � o p � I MEP DRAWINGS FOR EXTENT. � � I �E_ �.�,__ _._ _. -�--�- -� I I 14185 Dallas Parkwa i �,_�n I � ,_ » h,I h., .� I y AX AY AZ A B C D E F G H I I � 11 i �.. � . I Suite 1100 I � _�— � I I ��_ ---- '� I Dallas, TX 75254 — — — — — — — — — — 1 — 13 8 13 8 13 8 13 8 13 8 13 8 13 8 13 8 13 8 13 8 3 8 � ----------------------_,�'� / 5 � 09.0 I o i 0� ��i�� :�� 1 � - - - - - - - - - - - - - - - - - - - - - ° R� - - - -� �� — — — — — — — — — — — — — — — — — — — — ° » >, — — — � 1 . 1 Houston TX 77002 4 RV 4 RV T�;�� 7��.2��.� �0 I I s 00 r 00 wM W — — —I — I — — I — I — — I — I — — I — I — — I — I — — — — — — — — 1 . 9 3" RD 2 - - - - - - - - - - - - - - - - - ° - - - - - - ° 3" RD ° 3" D � °4" PIPE / " PIPE � --- � °4" PIP °4" PIPE ;�, �� I I �--�------�4—W��—�� l l °4 PIPS I � I I I I I I � 2 � ►09.0 � I � I 0 — I ----�----- 09.01, � — — — I I — — � — — — — — — — — — — — — — — — — — • — . 5 Remin ton Hotels LP N I I i t �, g � I L——1 I I I I I I I 4 R V Project Manager I I I 3 L---1 I I I 14185 Dallas Parkwa �O � y ° " PIPE LJ °4" PIPE LJ ° °4" PIP °4" P E ;�, Suite 1150 4 PIPE — — — — — — — — — — O — — — ° — — — — � Dallas, Texas 75254 3 — °3" RD — — I — I — — I — I — — I I — I — I — — — — — — — — 3. 1 - - - - � Thornton Tomaseti 2 ,o A C DUCT Structural Engineer z ,o A c Ducr 12750 Merit Drive 00 r °O Suite 750 I � I I �' Dallas, Texas 75251 1 — °4" Rv 4" Rv _ _ _ Thom son Com an — — — — — — — — — — — — — — ° 3�, RD i �. p p Y 4 _i — — — — — — — — — — — — — — — T MEP Engineer � !.. 'L 50 Technology Parkway, South � � L r A 09 2 I ' ': No rc oss G 30 I '� I �. . ' , .' I I I 1 I. 'l ' I I I I ;. I l 5 � � I � : •�Ar9 01/ , 1 I ,_� j , I I l � . I ��_ L I I I 1 L _ — , l i 1 l I '1 ( L �_. i i �� I � F� '. . l l 1 �' L 1 :, I ' . i . ;� I. 1 _F _� — � . 1 __ —��_t_� — � I. 1 R _'� �,'� . I l - � I � � I I I 1 I 'I I 1 I I � �� : e�� 1 6 KBB GL 04.28 0 A P ARY PRICIN G PACK GE RELIMIN 2 .06 KBB GL 05 26 SSUE FOR PHASE CONS TRUCTION I I i TO PROJE T MANUAL NOTE . REFER C K FO R GENERAL NOTES EY NOTES AND S PECI FI CAT ION ON THIS PROJEC T. T N TE HEE S s 0 � � � � � � �� IN DEMOLITION D GS SHALL BE A. AL L WORK SHOWN W PHASING H ULE. SEE PERFO RMED BASED ON SC ED A . 00 20 SHADING � INDICATES AREA NOT IN SCOPE � ` ESO I �� Sea Turtle Resort Remington Hotel Corporation 02.5635.000 I ,�� A01-09 IC��r��s�ic�� DEMOLITION PLAN ROOF �,�. a °� 0 2' 4' 8' 16' a M O! 4 0 g DEMOLITION ROOF PLAN ,...; s SCALE: 1/8" = 1'-0" BP_09.DWG .,�'2��s �� N O_ d KEY NOTES ea u e eso o e enova lon Ashford Hospitality Trust 14185 Dallas Parkway AX AY AZ A B C D E F G H J K L Suite 1100 05721.C1 Dallas, TX 75254 13'-8" 13'-8" 13'-8" 13'_8" 13'_8" 13'_8" 13,_8" 13,_8" 13,_8" 13,_8" 13,_8» 27,_2" 18'_8„ 1' 0" RAILING, ALUM 8" 7�_6» � 40�_8� 13'-4" 33'-6" 25 I I I I I 15 16 6 05721. 1 Og. 0 5 09.3 08411.Al 12.20 12,20 RAILIN , ALUM 09.10 � I ALUM-FRAMED STOREFRONT SIM. SIM. 08120. � ___ I 08120.A -- _ r� I ♦ ., I TERRACE DOORS, ALUM � � O.H. O.H. � --- --- � TERRA E DOORS, ALUM 3 � � ,� ::: :. ,•� � :::: ::: � :::; 12.20 �� f I I � I I I ° I I �I l ,� 8 �I � 12.20 1 I I I � l 1 w � � � � �� .�- - - - - - - ..... - �� ........ 0 Ho ton TX 77002 � � � . us fi' a _, : - ro � l � 1 1 r ( �� 7 � . .�. I ,. � � .' ,. ,; �� I J � __ .. 1- tot /I <. zs � ; �N N � � � � �.� � � �� i _� � � �� ao � � I � .. . . � I � . � � � � I I � �I� � � � f �' N� �� 1 �. � : �. _. �- _ _ _� _ __ _ _ -_ _� ° -- _ �..� __ _ _ .� .� �� . � - �� 1 . 9 4' [�n1Q� I i 1 ��:` I I j 1 I :_... �. l �._ �. �� . �: �� I �� . I ;'r r '. r \: - --' - _- �:' - -, - - - - _ _ _ ,�. - - - �-�-f - �. -� 1 �r r �`��' .; . ,.. r e e: e r o . �j��.:.�.�- _� yL' 0 e F � fi � .. � �� 1 T- �� ---�; .�,� ..� J ��. J � 2 �- � � \. �_ �� .1 1 �� I �_ I - --- - �._ - - - - �,. �-�- �- 1 � � . -� �. � ". � � , , �, I � �' �� L ' � � � � � � � �, -� �J IBJ � I 1 � i �--� � ll _ � � � � � _,� ; ,: ,: � ,. r ,tee �- � � � � _ � � � � � r � � , �� _ ,. �--� � � � r - - /° -. - - � � '� � � �: � � _--�+ � � � � � � �= � � ° � � �. � � � � `� �` � � �� = � � � �= �� . � � � -. �- s. � e e e r' � 1 L �i I. 1 � � � � � �� . �. .�. � � �� 1 fi. I 1 20 � � � 1 ( I ( � 1 L,-r -� Ao9.31 - � � , � fi �__ . 5 Remin ton Hotels LP N l 1. I I � l i � I i ��- - g � I 1 � �� _ `�' I 5 ��` �- �� II �' �.�: J -,�. -� Pr M n er - "1 o'ect a a �1 r �-� � � �` -� ��- i. �l _. �= J g 1�' � � ' 1 Ao . �.� 1 911 1. � � `� 4 _� . �� 2 � I o � 1 -�- 1 _ _ _ -�: � � � . �� ( � l �' � � � � � � � 1 t l- -- 4185 alla ar a � � � 1 D s P kw .-J � � ��I I �� 1 �' �� I. � � � l �. �. �Y- - � � ` � �: Y �� . 00 I \' - '� �. ' �: �. \. J �� ' � 1 09.10 ��- �. T :: i r '� �- '1 F` �i r �- � � . I �. -, �:' � I �: I.' D :' D 1 50 �' � � ; � S u to 11 � r-`� . � � o � . 1 '� - - � - - � � - Dallas, Texas 75254 �� - I t�-� . i'�:. 1 ° �+ 1 �: :=- l - -- :o �. . �F � e � �� 1 : i � � - - -- _ - - - �- �- .�- �-� �� l ' �-. �� ; -t-_ _� -� ,, .i -- - - - �- -- .��11 -- - -- -- � .---- -' - � r.. --�--- -- -� -- '- --- - - - � - - - ° - �. -N" �.�� .�` �- �` l m i Th rn n T et -� �-� 1--� 3. 1 o to o as T I. I � : r l 1 N . ' �I� ,. ;' 1 --r T .:" :'` ---�- 1: I �. ::: 1. al E in r truc r n ee '� ': �� S to i � � � g 'N° � : 1 I :. I I 5 ri ri 12 5 M tD ,. , � . 7 0 e ve 00 �: I i N _L .�.. 09 3 00 � �..�� , .�..� .� ui 0 00 �.� .� - i S to 75 ' ' � ' lI� r �: T 5 Dalla exa 7 251 � s s '" t� '` 1 . � �, �.' I A : :' 4' i - �:' � 1 __ � �_ _� l �- .. 1 _� _. �. _� I l I � ° � � � ,� .• ( : . �� .� � _ I - .�.��" =� .� .� -- , g Tompson Company � _ 3 _ I _ _ _ _ _ _ _ _ _ _ _ �.-- _ _ __ _ _ .� � r w i �� ' MEP En ineer � : ° � � � g � � J II I l l' J �.. o t 0 T 1 Parkwa ou h 5 echno o S . 1 I .. 1 gY Y I � J l � l r 2 � No cr s GA 3009 .:: ::::: :.:::::.:::::.: / : ::: I �� os .2: 0 _`� 2 ::___. .� _�� ._� �� - . :: _ :::::::::::::::::::::::::::::::::::::::::.::::::.:::: 15 `5 I 1 0. � 09.3 08 A 09.3 5 �- I TER ACE DOORS ALUM I 1 12.20 09., ,: I 220 071. 5 � C1 I I I I I I RAIL NG, ALUM ;2 A 11 09. I � c �� -- KBB GL 1 04. .06 28 CKA Y P ING PA GE PRELIMINAR RIC 2 05 26 .06 KBB GL FO PHASE CON STRUC TION ISSUE R K L 05 721.C1 - - 1 1 0 2 7 2 8 8 ILIN ALUM RA G 1 _ 33 _6 3 4 , , ,. 08411.Al STO FRO A UM FRAMED RE NT L P JE T M AN U AL ► FER TO R0 C NOTE RE w r I' � ,e� � :: .ice :'��.:'�� :'� ..'� �,:'�� Y TE S ER N TES KE NO 120. FOR GEN AL 0 �" e � 08 A J A RS A M T RR C D00 LU ° I .� l E E P ON N HIS ROJECT SP CI FI CATI 0 T . : 1 r �: I AND E r .; J �' ,. ' � _ _ - � - - - � � �. ..�_.� ,,�. r i _ _� - - .�' �.: . .. 1 . 1 �� :.._ :� T TE E N �- S HE O S � � � I ;' a�� I I . i f i 1 M �--- A I ' SH DING R INDI ATES A EA l 1 C NOT SCOPE -, 5 IN . � :- ° -�- ..�' �' 1 . 9 � �,; � A09.11 _� ,�� , �.� � +�' F �.� _ .- �1 - - - -- ..� - - - - ,� : ;: � ' -��1 �� A. ALL WORK SHOWN IN DEMOLITION DWGS SHALL BE ��-� � � PERFORMED BASED ON PHASING SCHEDULE. SEE Sea Turtle Resort A00.20 Remington Hotel Corporation I�r�� r - 02.56 5.000 E EL 3 LAN L V 5 F R P S &8 TI N L TR 00 CONS UC O SCALE: 1/8" = 1'-0" BP_2-8.DWG �cA� �� A02-02 I�� ip��c�€� CONSTRUCTION PLAN LEVELS 2-8 � '`+�` `. , I a�� . , s gN 0 2' 4' 8' 16' 0 pNp 97 D 4 N O 3 n CONSTRUCTION FLOOR PLAN - LEVELS 2-4 6 7 s SCALE: 1/8" = 1'-0" BP_2-8.DWG � � �� KEY NOTES I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,111,11,111111111,1111,11111Ill , - ____ _ea u rtle esa I . S 0 . 1 Hotel on EXTEND ROOF SCUPPER WITH CONTINUOUS, EXTEND ROOF SCUPPER WITH CONTINUOUS, SEALED GALVALUME STEEL TUBE, SIZE TO COORDINATE WITH SCUPPER. SECURE TO SEALED GALVALUME STEEL TUBE, SIZE TO K L Ashford Hospitality Trust DECK, FLASH INTO ROOFING TYP. COORDINATE WITH SCUPPER. SECURE TO DECK, FLASH INTO ROOFING, TYP. 14185 Dallas Parkway 27'-2" 18'_8" 1' " Suite 1100 AZ A . 8 C D E F 6'-lo" J. le Dallas, TX 75254 6'-10" 13'-8" 131_8" 13,_8" 13._8" 13,_8" 13,_8" 13'_8" 13'_8, 13_8" 131_8" 13'-8" . . . . . ' , 11 . . ,, . 12'-fl»: : . . . 11 �. 1`2'_0 : : : : : : ; : : .. . . . . . . .I. rot w. . . . . " . :o:: : a:- ..0, 13 8 25 5 15 - . . . . . . . . . . 3 1111. . . 6'-10" 6'-10" LIP 09. 09.10 13' g" 09. I . ;. ; . , . .. . . . . . TYP. TYP. .......... ....... .... .'.,.::..:':.: ..:,:`:_....:.': .-.,....:,:,... ......,:..':.:.. .' .:.:.:':. 1 . a' .111 .1 .. . . , . . . . . . . . .. . -. . ... . .. . . ::'. . . . . . . .. . . . . . . . .. . . . . . . . 1111 . . . .. . . . . 1111 . . . . . . .. . .. . . . . . . . . . . ... . . . . .. . . . . . . . . . . . . . . . . 1111. . . . . . . . . . . 1111 .. ,. ". P. 11 N .. . . . , .. . . . . . . .. . . . . . . .. - . . . . . " . . . . . . . . . . - .. 1111.. . . . , . . . . . . .. . . . .. . . . .. .. . . .. .. . . . . . .. . . . ;�.. 1 . ... : . .. . . . . 1111 . .. . 0.. 1 0 .. . . . . .. . . . . .. . o:.. .. ..�:a:'1111 . . .:Cl� . . . . . . . . 1111 . . 1111 . . . 1 . 11 .1.- .. .... . . .. . . . 1 . M . . . . .. . . . . . . . .. .. ... . ., . . . t� . . . �,p. .. . .. . . . .. .. . . . . . . � . I - . . . - �. o e .. . . . 1111 . . 700 Milani Street . . . . . . . . .. .. .. . .. . .. .. . . . ... . . . a 400 . . . . . . .. o Suite . . . . I . S 1M. .. . . . . . .. . . . . . . 2 . . TX 0 . 1111 . . . . . 1111 . 770 . . . . . . . ton . . . . . . . . .. Hous 1111 1111 . . 1111 1111 . . . ° „ � " 1 . 1 . . . . 1111 . . . .. . . . . . .. . 11 4 R - 4 RV V . . . . . . , ... 1 - 1 .. .... .. . . . .. . . . . . . .. . Telephone0 0 . . . ., 713.228.8 5 r ". . . .. . . . . .. N . . . .. . 111 .1 . . . .. . . . . rr 1N. ' '' . . .... &A I . . . . . . . . ... V.-�. .. . 1_1 .. . .. . . , , ' ''.. . . . " . . . . . 1. I . . _ . 4 . . . . . I I . . . . � . . . . . . .� _g� , _ . 713.229.93 3 Facsimile .. . .' ' . . , . ..IF -- I ..'....." I.......,.,..I... .. . . . . I . . . . .. . . . . . . . . . . . . ergs e r Fa s '' 1 . . .1 1 . . .- S 1111 . . . ...] . WEATHER RESISTANCE ACCES 0� `.'. . . -' . . 1 1 1 1 . . . . . -. . o0 - .4 . . .. I . 717" .''.' ... . 1 _I. . 1 . 1 . I P . .. . - . .*"�*. . . . . . . . . - .. . . . . . . . . . TI A SURFACE.T VER S 00 o1 . DOOR A C L . 4. .:.-�-1::-. _ _.......,. coIll 5'_2" 1 . 1 .1 . 11 ' ' ... ::::: :::: MECHANICAL EQUIP.; T IPMEN • MAXIMIZE SIZE WITH EXISTING MECHAN{C L EQU , \ I"... RE: MEP 0 2 0 CON DITIO S. Y6, :Q`...'I�: MECHAINICAL EQ IPMENT;3 ) DOG HOI;SE WITH AC RE: MEP : :; 0 1 2r1r : .., TRE: MEP DOOR. SHEET METAL 1 . 9 5 09.10 ENCLOSURE WITH STEL1 . A09.11 .... , . . .. FRAMING. 1 2 . _.1 ... - 07411.A .. :-:`: .. : I. : ..." . , , 1111 . o . . s ° 3 METAL OOF PA L :`. 177 - : o0 . . . . * , __. \I ° O LINE OF REAR AN RDO o 4' PIP °4" PIE . . . . M " PIP ROOFING °4 PIP : : :: : :: : : :: :: : o • WEATHER RESISTANCE ACCESS � i D" llll . . DOOR AT VERTICAL S RFACE 1 O Ofifi00. :`: :' : d- I . I R7 . 2. 5 Remington Hotels, LP o . . . . v. V — .. CONDITIONS �' 20 - 1111 ° `� `" RE: MEP 4" RV .. . . 09.3 _ , .. . . . . -"... . 3 17 Project Manager .: co ,: : . . . . . :.:. 1111, . 1 7 09- . . . . I 0 .4 . 09.41 1 :.:,: : .:_:, .:.: .:.:.:.:.:.:.:.:.:: 14185 Dallas Parkway 04" PIP °4�� IP °4" P E REPOSITION ANEL & TNG T ;_:..-'..........'.. r� ° ;. ., Suite 11 Q1 . 1 .%NMUO 4 PIPE �-',' : . . . . n Mn I IQ CONFIRM AN MAIN AIN ACCOMODAT DOOR AS QUIRED Dallas, Texas 75254 ° ; � :`:'::..`....3 t . . . .. . . .. ..1.- ..,.f."`,"**". . DOG HOUSE WI ACCESS 3 RD 1 ACCESS TO OOF 0 ; ; K, 4DOOR. SHEET ETALV0 PENTHOUSE. STEEL DOOR 1 . Thornton Tomaseti . . . r..-1t3. 1 CD ENCLOSURE WI STEEL 5 %Vol�j 09.5 I :: : :: ,, .._. .,... ................... ....... MEC LAICAL EQU PMENT, FRAM,NG. 01 . 1 . -. ..... g 10 A oucT 5 1 . .. Structural Engineer 00 : : :: :, . : 10 A C DUCT 0 .4 .. ....`.'.'.`. 12750 Ment Dave :: : : .. :: : . . .. .. .. 1 . - II co Suite 750 30 �- . . . - 1111. .. . .. . .... .. . . . . f, , *�'_'_'_* , '.N . . . . 1111 . ` 1111 , . I. RESISTANCE c ss Do 2 1 WEA R RE ST NCE ACE Dallas, . . . . e- a as, Texas 75 5 .. . . . . . . . .. . . .... . . .. . . . . . . ., . ... . . . . I E I SZ CIrl-> . . . .. . .. .. . . . . . . . . . . . . . .. .. . IVA . . AT VERTICAL SURFACE. MAXIM ZE 1 . co TI Ns. WI X T1N ND{ 0 . . TH E . . . . X I . I . .. 4 RV 00 1111 .... ..I.... 4 . . . _. 1 . �6.�� L 4 RV s 0 hm o n Company T o s p y . 77 r . . . . . . . . . . . . ° 39 p . 1 . 1 .. . 3 RD 4 MEP En sneer . . . . g - . - - . . . . . . . . . .. . . . . .. . . . . . . .. . . . .. .. . . . . .. , . . . . , . . . . . . . . . . . . .. . . . . . . . . . . . . - . . . . . . . . . . . . 50 Technology Parkway, South . . .. . . Y � gY is .. 1111. .. ... .. .. .. ... ... nn . nn ... O' . . . 1. I — . . . . .. .. . . . , . . . 0092 . . A3 Norcross, G . . 20:. N cro 1 . . . . . . 1111 . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . 1111 . .. . . . . . . .. . . . . .. 1 . . . .. co I , . . . . .- 1111L_J1.1. 1 . 4. . : i 09. :fl: :'. .y . .,.,.* '.'-J. - . I. .. . *._..- .,.",�,.*. ..,."...'�..... .. .. .D: !. :D': �: :C� :� C7: : ; 1 ro 8311.A . .. . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . .. . . . . . . .. .. .. . . .. . ... .. . . . o� ACCESS DOOR AND FRAME . . . . . 11 . 11 . . . .. .. . . .-- 09 .. 600.A . .....:.:.:_:.:.o. :':_:. .. :.:0.:;:.:,:_:'"' 1.1 :.:.:1:.'''" : :, ...... ,..... ...' . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . :C3 .. . . . . . .. . . . . . . .� . . . . . . . .. . . . . . 01 ._ 11L . 07320.Al AY TILES / 06fi00.A BRACKETS EXTEND ROOF SCUPPER WITH CONTINUOUS, 07320.Al SEALED GALVALUME STEEL TUBE, SIZE TO CLAY TILES COORDINATE WITH SCUPPER. SECURE TO ' DECK, FLASH INTO ROOFING, TYPICAL - AT 5 LOCATIONS. / IA Issue Date 8 Issue Description By Check 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE. , 2 05.26.06 KBB GL ISSUE FOR PHASE I CONSTRUCTION _ / 1 3 06.16.06 KBB GL ADDENDUM 1-1 / . // / ol / / // / / / SHEET NOTES / // / //` Seal/Signature / / / / �' / / /'f ,' /� �/ / i / / /` COORDINATE STRUCTURAL SUPPORT OF CHILLERS / ' / �°/ ' '`� ` ' // 1 / e�`/' / / / // '/ �f % WITH STRUCTURAL AND MEP DRAWINGS. �, y j ,�` r �/ '',�`` ' '~ ' ' ,� ' ;' / f f , ' , /' 1 / ' i i /`//., /`//1-' ," /'/ '' f` / �` ; /�'/ /,./`P f /` , / j /� �'' ,f / / �` f / 1f , JJ✓ ' ,, f ; �- / �j // / ,%"/ � f/ ,. �`,/ f , ; / j/ / ,' /' �,f - Y/ ' ` r,- �` 2. ALL EXPOSED ROOF TOP STEEL TO BE GALVANIZED. / / �%� ./� // / / , / /I / / / / _! /� f. i / // ,/ // f j /" � y�` ,�/� // �: _ / �r �� ,r' ,i / J / �/ f , r/"� / �/ /,�' E i/// /, / ,/ ,f ,/ J//� / / �!'� r sa % / / 1 e/ f f/ / / J/ /" i// �> / ` / r p / f r !/ / f / i / / J / f` / ,: ,� �,` yi /.il�•� i ,f /` / •+ /` / ! i' ,f f / i / / / ,/ �' ✓ / f ,' j ,r 1 /i id �' /, / ! n / / f r `� /i / 9� / '� �� / ./' +' e / .i i l , 11 /� J .' /` F� �, �� ,� �` /' 3. REFER TO MECHANICAL DRAWINGS FOR ALL ROOF f - ✓ _' ''J/. f� d / `/' r e' / e ! 1 / / ./ / / % ,✓ / /1 / /f� / l i / - t` f ,r /� ij f �/� f� - s / .' e/ i' ,i f _11 , / �, �'' / /` '� �� ' ' /, TOP EQUIPMENT LOCATIONS. ` 1 Z , �, 1, '� 4. PROVIDE ROOF WALK PADS TO ALL ROOF TOP ,�f `,/ , �" f,'/', /.' P' /�� r �; i- ,�� f, //' /. r �:' r ,r' i ,j- e�F /' ,f` T i f �� f �' , s I ,w /'",/ /j - ` / �, � {< - /'t' ' . ' ,r ' EQUIPMENTS. COORDINATE WITH MECHANICAL / j / ,` a ,/i / / //`.r/ // //,// �,�'�, ;;', !�`/' .'/'-� �. /. / �,_' I., r /,;� ,/ , ' �� '/--,/,''�,:;/ DRAWINGS ON WALK PAD LOCATIONS. Prosect Name I / / / ,, .�'' ;' _i , / / l'' .`� / , '/ .t° / / +" fir - / / / /' I� � / // ";. ; � '." F % '` f /� 5. REPAIR AND PATCH ROOF MEMBRANE. INSTALL ,. ,; �` ,, /',�� ` '``'''/ �' ,' ��` , �� ,i�` �'" ' �''� �� Sea Turtle Resort -��`;` ' ' �` � /� `� '` �� ` ` `/' /` /'�/` / " �` ' f' e` �� / FLASHING, SLEEVES ETC AT ALL NEW STRUCTURAL /f,��,// ./ ; ./` ;",/,, /" , �'1 ,-' - f '1/` �,/ ;' ;'/; ,,`r /. i, /, "` -/ � ° /x ,/ ,/ ,,/f,I/ / /� / / /, % ,: Ashford Hospitality Trust �� '�! � % � / �`/ � ''� `. � ` -`" '� '`��' �f``�" ' =' /'',� /'� °�/ i //,//'/. '/'` % ' ' MEMEBTERS AS REQUIRED TO ENSURE A COMPLETE / i 1 `'r / ' s r" / ` /- /f // / f / ' / / �' ` J' '` ` '/f �` of % / � f' / / i a / r " / ,: /�/ r/ , ff,f/ / ,r,,/' ' ', ',�11 e/�/ar' / ,y/ /� / �''� ',/`,� ////�/ ! ,/ ,�'// / //'•� AND WATER TIGHT ROOF SYSTEM. .1 �,�' % / / - r' / ,-'' e ,,i �`/ / ,, ,, • / / ''�'O �/� �� Projec Number F / / /' ,` / fi / / /` e f :° f / r i` / J i / f y ' / /' �' , / / , e' / , ' t � / � f � � 6. PROVIDE END CAPS ON TUBE STEEL MEMBERS WITH �,//' /�/� ,/�, ///I- '/`/ -�, ' '�, ; ..°�`//;i `j / �'/ `/ / /// '� �; �. 02.5635.000 a / / / o��//// ✓` // / /' , , o e / ,�`",.' EXPOSED EDGES.Ill / / ,' ,< / / e/ o J' / e ;- , ,.� , / f. / / ,`1' / CAD File Name /I I 11 I / /// // // /�/ //// P /� A02-09 f f ;/ /` e/ // / / '`� Description ,�' ,� � / CONSTRUCTION PLAN /f , // / ROOF N / . I Scale E v c m v '2 0 2' 4' 8' 16 1 14 / / / SHADING 1>1 N INDICATES AREA AO2mO9 I _________ - _ I - - - ___ - - - __ - -- 1_____ - ___ ��l--- __- ___ __ M - __ NOT IN S PE g ROOF PLAN �I-�. -., rn SCALE: 1/8" = 1'-0" BP_O9.DWG ©2005 Gensler Ui . N O_ o . K E Y N 0 1"PSA e"N .0 & I r-" .-%, g-4 ,0-4%, � I I 11111111111111,11 mmnm� Z1% Ar I& N I 11 (DNOT USED. �!) Q/-%a I- U-1"t I' U Rlu 'kh.dwill -lw- -d %1-y "w-,% , " n (D NOT USED. '0000 9 Is 1-%tC--%;1 Reno-vironti'OU 3 REMOVE EXISTING BALCONY RAILING. PREPARE SLAB TO RECEIVE NEW RAILING. S lTrust 1 4 REMOVE AND OR RELOCATE DEVICES FROM 14185 Dallas Parkway I At--� ----�§ - ---.-,--.-..-------.-..- -....- ------ - —......-- - -- - --- -- - - - —J---------- --- -- ------------- ---- --------------- ----- -------------- -- ----------- - ------- - ----------- - - 4 / PENTHOUSE -_-__—___ _ _. __ _ __._w -.__ --.___. __-- -_ -.__.__,--..._ _ _ _.—._-- _ ---� — _ — _ _ _ SURFACE OF ELEVATOR TOWER. COORDINATE WITH It ELECTRICAL RA N Dallas, TX 75254 5 REMOVE EXISTING LOUVER. PREPARE OPENING TO RECEIVE NEW LOUVER. I I I N I (�)M -----� I I ROOFF_- — _—______ ______ '^ f` yy:pyIWI�OZIStOIZ TX 77 2 19KLEVEL 8 I I I �o/ , 0%�,_______ ___- _____�..-__.._- _--._ ---.._._._---.-__..__. ___ —.-.--.--.-.-.. � .,. y� .9 �.....__._ — — -- - 1 /`_ — %�� //R (.0 Ico ! I I I -$�-� - % coI coo R floIco I — I _ __.- _ I — — I ____-- _- _-_ Hotels, LP-$�--- — --sl�-- --------- — -- — — Project Manager �, 14185 Dallas Parkway ISuite 115Q Dallas, Texas 75254 I°° ( Structural Engineer LEVEL3 — _ _ — - — - - ------ - --- — — —-_ _ % _ --- _-� — __ —� - _--- — ___ — __ _ _I-- _-_ — _ _ _ _ _ _ _ �_ . Suite 750 Dallas, Texas 75251 ` 4 QQ � \ LEVEL 21. Thompson - — — — — — All _ — _ _ _ _ __ y >�' � MEP Engineer �' ,'� Technology Parkway, South a� 50 Tee y I .LL1:1 r Q 2 A _ _ :; Norcross, G 30 9 _T____ ---, T � _. -- I 11- -► ..T s _, _... _.. ... :. s: . _ _ _.._. _.............._:. _:: ,...:;. ;' is "%'. _ ., __........_ _-... .._.... _...... . ............... ..... : .. - : -. v r .. ..:. ... . ........... ..- : : ...:.;i. , .. • : :: , r .i...... ... ....... ..:...... ........ ....... .. r :..: , , r „ :. ,: .,,:, (: : .. , ., .: .1.. j : ...,. .,:... :: e :' _ :. : . , .....,, ,. .. :::,. .:. {41• JAI .., . . ... . ., , . _ _ L . . : . , , : . . . ..... . : . 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(D (D --- PENTHOUSE 1 04.28.06 KBB GL — — — — — — ----- __ _____ ___ _ __.—____ __ __.__.___ ____ _ PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL I I I I I I I I I I I ISSUE FOR PHASE I CONSTRUCTION N 4 I .-- ROOF L ----L I .--- I . q� I ::;;;�;]- ,� 4 I I ENI I I I IIN rr^^ (.0 2 I .�M 3 _ :...., .. .. .-.. . .. ... ... .. .. W LEVEL 8 I I ! I I I I I I I coI , - «a LEVEL 7 IF I 11as LEVEL 6 R I I I I I I I I I ! `'iJECT MANUAI -- co . L. LEVEL 5 FOR GENERAL NOTES, KEY NOTES, — _ _ AND SPECIFICATION ON THIS PROJECT. co ! I I I I I I I I I I I , I I 1. «a01'E S LEVEL 4- - - - - - - - - - - - - - - - .:�iI�,s:A's�sR�; � �. I SHADING I I I I MI I I i I _ - oo .. , ; ,. -- ..] SH G LEVEL 3 INDICATES AREA - — - — _ _ - - - --- AA I I I I I I I I LEVEL 2 Flrc,e,ct?'�:3�ne — — — — — — _ Sea Turtle Resort Remington Hotel Corporation I I I I . I I4 I -11.1' 'L''---- 1111��1�11,� 1 ,: - --if = t ' .. I I I , I I I I . I I I I I , ... . ...... . . _ -.11 . ... ...... ..... 1-1. ...... .. ... . .. . Ist 02.5635.000 CAD G""r >7 .�.., $.A 'f. NOT IN , I � LEVEL 1.5 r..... _.. .._.... _ _ _ _ _— _ — _ 1� — --O� A09-00 PHASE I : , ,. „ ,. : . -.—] , , • __ ,�, ,, -_ -777777777:�` _ _� _..... ...:. _ _ ...:. . ` tit 's^•r -- —. t. S SC r QP , 1, .. �,:: -- -:. ,::.i , ,s. : :':. 1 ,.; _.,. _... .. > 1 ,,, �. _ .. --------t S DEMOLITION ON TIN D TE ELEVA 0 _ _ _ __. EX RIOR __ . _, I . _ _ _ _ _ _ - - a r. -. _ ,.. a _. LEVEL 0 . i' . ,. . .< r.. s... ,s/ a _ _ - - — - --.....-- — - -- - __...._-- — ..... _......-- -.. ..... _._.........._-_ _. - .--- _ _ ______ ____ _ __ - ,3t^'y ,�h .........�..._... .......�,.. ..........,.,............_.W......,..... _..._... .—....._._..__ Q. 11, I I I I ! I I I I I I I I I ' N to 0 2 Q Q C, M? CA Q 5 iw 0 SQDEMOLITION 'EXTEOORIOK t:Lt: m1pol N = NOR I n Q 1/8 1 - N N "12` 105 G /vslerO SCALE: EE—OO.DWG 5 2 U? �� III! I'llillillililli 'I�Illil�,ill�-------------------N 9 I �� _________ __ -NINE, _____ _______ �11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII liiiiii'lillili'llillilli'llilli'llilli'lliilli'llilillilillilillI I"III --------- 11 I ___-- ___ -�lmmmiiliiiiliiiiiii �� 0 Iff IIIIIIIIIIIIIIIIII Nf I& 0 EM 'Kt: 'i NOTOES 0011V r'" _d 1111�I '111I� _d^ a Is I 0 1 .001-*� Iff ,-% R/-% s()%, rt f 'd '% k"3111 C;a i u.. I ud I,- U1 NOT USED "W 'r All% 0 1 '% 100-1.& --a ,0",%, t'n'% REMOVE EXISTING WINDOW ASSEMBLY (SHOWN -%no lAin 100_.� W HATCHED.) COORDINATE OPENING WITH DEMOLITION Hotel Rce v at '* QP)----- CTION PLAN S/ELEVATI ON S. Ashford Hospitality Trust ---_1..........-.... PENTHOUSE ,L� '%N REMOVE EXISTING BALCONY RAILING. PREPARE r-' ___._._..___..___.._______ - ----..--,..-------- __ - - - . - - __ - - , - - ---..---.-..--.-.---- - ------.----.- - __ - - - N% - - f EL- Q) 14185 Dallas Parkway - -t- IV SLAB TO RECEIVE NEW RAILING. � suite I I 00 I I I I I 0 REMOVE ENTIRE WINDOW AND WALL ASSEMBLY. Dallas, TX 75254 (SHOWN HATCHED.) REFER TO DEMOLITION PLANS .0_1.� __W_ R FOR EXTENT OF DEMOLITION. (§.�______ C'14 I - 100-%, CD Ir- (�) NOT USED. I I I I I ""�'- NOT USED. k1V 100_-� J.......�"�...............-....... '' i I ROOF IJL (D NOT USED. - F - - - - _____ - -_ - .--.-,. ..................-_ - _'_.'____-------I- __ _____ -------.- ____ _____ ____ _________S1�___ - f EL I __11 � - - - � I I : --- A " REMOVE AND/OR RELOCATE DEVICES FROM 11 I I I (0 \V , I I� I -I OR TOWER. COORDINATE NTH < � I 00 ELECTRICAL DRAWINGS. '70.) Milar,n Strec,t I > � T > � LEVEL 8 su'il 4-00 - __7 _ _ _. __ - ________ I � � I , ,, , 111=1: - - - - %J - @ REMOVE EXISTING DOOR. SALVAGE HARDWARE FOR Ho "" � ii AA-A /,\^ I /",A <X.> KX 'T'cdlk,�phone 71-3,228,80-0 00 XX le <.X� ^/\ 2 O' ep,'!"//2,F�/I///�////�/'01 a 10/m/0'I 11 '_^�/ C-0 ' N "I .... 0 F,,,,,(,,sirrJ.1c, 711,229,9343 - 00. Irl"\ - 1 " 0. lliij!�!Igl 00 Q0) REMOVE EXISTING LOUVER. PREPARE OPENING TO < ' � I i ��i � � � � I 3 LEVEL 7 RECEIVE NEW LOUVER. I I .-L _____ - - ----.-------.-,- - - - ! -_ � I ________.N1� .- _ _ _ - I I I illp I dd*e_111�1& :0 � :0 0 I ;z I a- 11 r.0 I �m I " I , I -I 00 &___________-----". - - - - ___ - - ___ ____ � � - --- - --------------------- -...-.,.- -----..-..--.- - --.--.-.--- -_ LEVEL 6 ---.----.--- . - ___ I I- I % XX� /'\^ 11\ >OC I M I 2 I I a co I I , � I -1- 1._. I - I >> > 1 A 1 > : 00 �T>> I � i '� > ,I LEVEL 5 > > � 0 � � > I ______________ ------------- I I-_00- --_ /ih _.._......_...._._____________ - - 1AA I X I . . . . . ^/\ - - - . I XX N -- ------- ---,--.-------.-.-- __ __....................--.--..-- --- _.......___.. - - - _1111PT - � .AA -_-, X'X1 � NIAI/ /,\/,\ Remington Hotels, LP ,-/\,/ R 11-11 I co I , -I Project Manager ' >> I ' 00 . ` 14185 Dallas Parkway T I < > � ----I------ /-L -.---..-......--------___ - - I I ; - 11 I I L - - - - - - % - - - f � Suite 1.150 1 .. . 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I 100 PORTLAND CEM PLASTER It Dallas, EIFS ACCENT rll"X 75254 N is 07320.Al CLAY TILES f .' -- _—_— ROOF z _ _ _ _ 06600.A BRACKETSA rlrr�_l�.� ;lid-f'...s`.},rS Street 00 07460.A ` Houston Tx 77002 II / � � "�i� e� 713,229,93,113� !/,%lJ:.` f S/��5 f 5. � /..+1.� �Si'3"Y FIBER-CEMENT SOFFIT i % � � %' i' �. ,t��s#..� t-� .�. ..=.<.>s:.� LEVEL 8 �a�� % / � %� _ EIFS ACCENT BAND - -- - 09220.A LEVEL 7 PORTLAND CEM PLASTER fi co 00 LEVEL 6 Remington — - EIFS ACCENT BAND LEVEL 5 s, Project Manager 14185 Dallas Parkway ® ® ® Suite 1150 00 Dallas, Texas 75254 LEVEL 4 Thornton Tomaseft 00 Structural Engineer LEVEL 3 12750 Merit Drive Suite 750 Dallas, Texas 75251 00I I LEVEL 2 L (� — Thompson . n I. 1 EP Engineer I c� - - 50Technology ar Parkway, South _r�? Norcross, A 309r 0 2 17 . Q r �I r r^ ,�^•–^– I I I' I.. 1 I ,I I: `r' r , I ( I I �. I I I „_a_... I I I I 1 ( \: I o I I NOT IN EL I LEV .5 _ ( ,,,,/ -� _.. L �. I r � T• I' 0 e \. , HSE � 1 1 \ 1 . e o L � I 0 0 ( 0 o S coPE � r e I— r1 1 _ - 1 _ : I - I I I I �. I � l I - _ I I E I I I I. LEVEL 1 � I I I I . I—rte ,, � r ,. I ..•�"' r .. �. I i I � r - iI I - 1. I; I I I r c i I it I LEVEL 0EMNSM �... wEXTEER100%OR` OE L IEVAI"ION WES81" I r , .�. .- .. SCALE: 1/8" = I'-ON' EE_00.DG L- K 18 18 J H G F E D C B A AZ AY AX 13 :i mss¢:.�.`�' fi s`:�1 f)fi's:::'•':.b moi'S,� %i 4�y�if:' ��r li' ,r f"f�S�' 121 PENTHOUSE 1 04.28.06 KBB GE I I I I I I I I PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL LMF ISSUE FOR PHASE I CONSTRUCTION 0 8 Com) �-- Y TILES ROOF 0 - 06600.A 7460.A 00 FIBER–CEMENT SOFFIT LEVEL 8 05721.C1 -- RA-ILf , L -- EIFS ACCENT BAND 08120.A 12 .A co ® ® TERRACE DOORS, ALUM 00 LEVEL 7Ulm 09220,A PORTLAND CEM PLASTER 05721.C1 LEVEL 6 RAILING, ALUM — NOTE: REFER TO PROJECT MANUAL ® ® ® A LEVEL 5 PORTLAND CEM PLASTER FOR GENERAL NOTES, KEY NOTES 09220. , AND SPECIFICATION ON THIS PROJECT S11C:ET NOTES co LEVEL 4 — — — EIFS ACCENT BANDM ------ ------- ,;,�Sssr:; r� ; CIO LEVEL 3 _C0 /asp SHADING LEVEL 2 INDICATES AREA _ Sea Turtle Resort _ - _ - _ - _ IN O E I oT SC P r --� —. i n I Corporation ,._._.�...— _..^. m n to Hote I - - Re 9 r v - 79 1. . r-- t r` i i f f r I 4—� ��v _ -I I e ♦ .S• 4♦ , I —YA 1 I r ,fc�^ r I — T 1 1 _ j : I i k I �1 I.. I I ♦, J ir I I f , 1 r , 1 I I 0 2 3 .000 NOTIN /LEVEL 1.5 CADR {♦e I 1 I 1 f. I, I 4 I I I i #f aeev..®' �wrawr.oauar,�s� e®as..•�w'� -^^^^^^7 ,`f"'"'Y' �1 me.new I I. I } I I f �J t I 1 I I I A 9 10 i I I i 0 L I l , I s r I I I I I I I = I T a I I 1 I I 77 ♦ ---� F - I h �. ._.-....._ F r : LEVEL 1 .�- J — : l EXTERIOR ELE A k' �• _ LAMMKAMMKAMMKAMMKAMMWA r r 1. r V L? 0 6" 1' 2 4 v A09ol 0 hX I KIOR E" LEVAll"10N NORI mHm D p� 9 i...n n _JF a SCALE: 1/8" 1`1 EE_00.DWG a a n v _a KEY NOTES - - ea u e esort Hotel on 1 S Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 700 Milani Street Suite 400 Houston TX 77002 Telephone 713.228.8050 ensler :Iiacsi.r ile 713.22`9,9343 1 1 Remington Hotels, LP Project Manager 14185 Dallas Parkway { I Suite 1150 rl5 5 Dallas, Texas 75254 09.5 09.5 10MMENE 1000000 1000000 1000000 INEENNE MEMENNI INNUMEN INNEMEN IMENNEW r000 INEENNE INEENNE INNEENE INEMENE INEEMEN 0000001 INNEENE Thornton Tomaseti { Structural Engineer I I I 12750 Merit Drive I Suite 750 I F_ - - - I I EXISTING I Dallas, Texas 75251 CHILLER .- - - _� '.1 . 12 I I I I 12 I . 0\// . 12 12 Thompson Company I i I . MEP Engineer 50 TechnologyParkway, South Norcross, GA 30092 I I I I I I . II . .. .. . . . . .. . . .. . . . . . . I . . . . .. . . .. . . i i ROOF ROOF ....: EL. 9 9 . .. . :...... .. ...... ........ .................. ....... ..... ...... 93- 3 i I I I I I I II. I. I I I . . _01E I I i AK LEVEL 8 I LEVEL 8 . / w '<>;.:>:.�.:.. -::::':::>.<>>: :_:.;x.:.:::::.:;..:::.;:,;: .:.,.:.:>:.:.;<;.:;.; >::;::>:. >::::�::;:>::>: :r.:s::>:::::>.;:<. ;.;::,::;;;;: ::::i: >'.:;:.:.:::::::<:i::::%:::';'::;::>:'::::5::i::s::::::.....::.: ..................:;:::. :::::i:::::::::;<::;'::i;:.:..:::::::::5:::::i::i:::.:::::::;:;'..:s:::::::::::::::;i:..., .i:::::::i:::::::::::;:::: 1. EL. 859-3* J ............ Issue Date&Issue Description BCheck 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL ISSUE FOR PHASE I CONSTRUCTION 09220.A 09220.A . PORTLAND CEM PLASTER % PORTLAND CEM PLASTER AIK LEVEL 5,6,7 LEVEL 5,6,7 : . • :;:.:.�.::;>. ..,y,....::::rc:::o: ;::::v.:.:::;.:.: :;:::»r..>.:>;..:.: :_»;:;:::::::.>::::;>:>::i::`.- i::::::::::. y<::.Gi:i:::::::.;;.:..::::::::::::&'.;:,;:.:;:::: EL. 5 .....:.: 1 =9 9 :. .1 I . L: - 76'-9" 76'-9" I ....... -[ -- - 09220.A PORTLAND CEM PLASTER .. .. .. .. .. .I... I ... I .. . I .. .. .. .. 05120.A STRIP, PRIME, AND -J ` I .....- I . STRUCT STEEL APPLY FINISH . COAT AT EXISTING - V_ WALLS AJK LEVEL 4 1 LEVEL 4 1 / w - ,. .. / w -__ EL: 51 -3 T N - .. IF N BAND EL: 51 3 IF A NT N E S ACCENT B E S CCE BA D VERTICAL FAN COIL VERTICAL FAN COIL NOTE: REFER TO PROJECT MANUAL UNIT UNIT RE: MECHANICAL RE: MECHANICAL FOR GENERAL NOTES, KEY NOTES, I. AND SPECIFICATION ON THIS PROJECT. :............ N........ I ... ........ .................. . .. .�._i,,. SHEET :::.-.'..'-.'-.*-.`... .:::.::.*.** ....... .. . . . . :::.-.'-.'-.-.*�� X. . -� � FACE OF EXISTING FACE OF EXISTING Seal/Signature BUILDING BUILDING LEVEL 3 LEVEL 3 ........ ...... „ r;:.;::.;;:.;::.:;:: .::;.;:::::::::::.::.;;:.:;:.::.;:.;:.;:.;.:.::.,. ::::;.;: :.;;:.:<.;;::;;::.;:.;::.:::::::.;:.;:.;:.>:.:. , w »'.:::::::<::;::::;;::::;:::::::::....:::>::::.:: :>::;:::>:<:::s:'::::>;:i:::. :.....:::::>::::>:«'::. i:'::::':::'>::.:..:.::.:::>::::::" ::<..:: .:::;:.>::>:::<>'::>.::..::::::s::;::.:: 1 :.::.:::.::::...:::::.:.::::.:.:..:::::::::::::::::::::..:..::::::::::.:::::::.:.::::..::::::::::.:::..::.�::.�:::::::::.�..�..::::..::::::::.::::.::.:.:::::::::.::-::::.�..�::::::::::.:::: �� ::::........ ... EL. 42 9 . 42 . . ... ........................... i ..... - I .'*.F_ ......I :: ..::: ::.:: :.. : ...... ................................... :::::::::::::::::: f FRESH AIR DUCT FRESH AIR DUCT RE. MECHANICALI. BEYOND RE. MECHANICALI Project Name .. . Sea Turtle Resort Remington Hotel Corporation 9 Project[fu r 02. 5. ;:.: I CAD Fate X:: AK LEVEL 2 LEVEL 2 : ::.:...... A09-30 • - L: -3 NV EL. 34 3 E 34 :::>:: :..: ..:.:. I Description I. l r s s WALSECTION .;. L S S \/ P M A M N 8 0 2' 4' 8' 16' 0 N M S .- . ... .. .. .. 'I I I I I I I _ _ - - __ _ __ __ __ __ __ _ _ __ - - - - ___ — ___ - __ AO9m3O 8 8 WALL SECTION WALL SECTION --,�;205 Gensler s SCALE: 3/8" = 1'-0" WS_20.DWG SCALE: 3/8" = 1'-0" WS_20.DWG 9 CV O 6 _ - - - - - - -- - - -- -------- - -- -- -- - -- - --- — — - -- -- — -- -- --- -- — -- - - -- - — - -- ---- - - - -- --- -- KEY NOTES I I i SeaTurteResort Hotel on Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 1 rl5 A09.5 ...., / r ) � AX I I 700 ilam Street I I Suite 400 Houston TX 77002 Telephone 713.228.8050 Facsimile 713.22/9.9343 I I 4ansier i I 1 1 1 1 1 1 1 1 I I a I I _ ROOFO. Remington Hotels, LP �— EL: 93'-9" Project Manager 1 1 14185 Dallas Parkway Suite 1150 I 1 Dallas, Texas 75254 SIM. 5 I I 09.5 I I Thornton Tomaseti GUEST ROOM Structural Engineer I I 1 12750 Merit Drive I I 1 Suite 750 I Dallas, Texas 75251 I11, I 10 11 I LEVEL 8 2 1 I — Thompson Company EL. 85 —3 12 1 p p y I I MEP Engineer � _ _ _ _ _ _ _ _ _ _ _ _ _ O/ 50 Technology Parkway, South I Norcross, GA 30092 EXIT STAIR I I .. rr I I GUEST ROOM _. : . ....... . ............ . .......... . i .......... ROOF LEVEL 7 I EL. 76 —9 I . I EXIT STAIR I 1 :;. - GUEST ROOM 1 GUESTROOM I 09220.A PORTLAND CEM PLASTER STRIP, PRIME, AND "' . ............. . A A T ......... ............... ...� ... I.........] — LEVEL 6 APPLY FINISH COAT PL >, I N WALL EL. 68 —3 EXISTING S I ' Description Check 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE EXIT STAIR 2 05.26.06 KBB GL GUEST ROOM . ISSUE FOR PHASE I CONSTRUCTION GUESTROOM :::. 09220.A I PORTLAND CEM PLASTER STRIP PRIME AND LEVEL 5,64�- 9 7 : - -0� _ LEVEL 5 APPLY FINISH COAT AT ::i::'s::<::::: .......... f H EXISTING WALLS EA AD — IFS ACCENT BAND EL. 59 9 .:::::.::::. f` EXIT STAIR --- -- ....... GUEST ROOM . GU M .... ... .... ........ . .. LEVEL 4 _ LEVEL 4 NT AN IF ACE B D EL. 51 —3 E S C I NOTE: REFER TO PROJECT MANUAL EXIT STAIR FOR GENERAL NOTES KEY NOTES AND SPECIFICATION ON THIS PROJECT. GUEST ROOM GUESTROOM ,,...,...-. ......... ......:... .... . - SHEET NOTES ...........I . .. . -.... Seal/Signature ... LEVEL 3 EL. 42 —9 q. ................. ...., 60, ... Project Name EXIT STAIR Sea Turtle Resort Remington Hotel Corporation ............ GUESTROOM ...:::. GUEST ROOM ProjectNumber ::::::.....:: .............. ;a.;. I. 02.5635.000 >::::>::>:::: q. . ......... <_ < CACI File Name >:::::: -31 :.::.::.::.::.. ::>::>::>::;::> >::>::>:::::> :;::::>::>:: ::::%>::;::;.. ion . % ... TION — LEVEL 2 LEVEL 2 � r EL: 34 —3 WALL SEC ----- ---------- - ---- ---- - - I Scale - f In g 0 2' 4' 8' 16' N 9 0 r AO9m3l II- t 9 ( 2005 Gensler s s - - - - - ----- --- - -- - --- - -- -- - - -- - - 0 KEY NOTES ea u eResort 0 Hote e Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 700 dila Street Suite 400 Houston TX 77002 Cxenswier Telephone 713,228.8050 is acsit�:dle 713.229.93 3 L IK'l 5 I 5 09.5 Remington Hotels, LP Project Manager - - - - - - - - — - - - - - - 14185 Dallas Parkway I I Suite 1150 I I I Dallas, Texas 75254 I I I I i I 12 12 Thornton Tomaseti I I 12 I 12 000 I Structural Engineer I I I 12750 Merit Drive Suite 750 Dallas, Texas 75251 I I I I I Thompson Company I I MEP Engineer 50 TechnologyParkway, South Norcross GA 30092 I I I ' I i ROOF ROOF (i......i 3i.,,, ''E� >?`">.asi ' is i' i i i::: ;;;'::::;i;i " i;i is l'::>i:.:; :: -::ii 1 " ::.:.: >iG: >,:i:.;:,.. ...::... :::;::i:: :.::: :<. ,::::::.: . EL. 93 —9 EL. 93 — I GUESTROOM GUESTROOM I i I 1 I I I I i I i EL. 85 EL. 85' 3 3 GUESTROOM 09220.A PORTLAND CEM PLASTER STRIP, PRIME, AND I APPLY FINISH COAT AT I GUESTROOM 09220.A - EXISTING WALLS ::-::......... Issue Date&Issue Description �� Check PORTLAND CEM PLASTER 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL 05721.C1 I 05721.C1 I ISSUE FOR PHASE I CONSTRUCTION RAILING ALUM LEVEL 5A RAILING ALUM LEVEL 6 I EL EL. 59'-9" 59,_9„ 68'-3" 68'_3, 76,_9" I 76,_9" 08120.A - I 08120.A TERRACE DOORS, ALUM GUESTROOM TERRACE DOORS, ALUM GUESTROOM I 17 Al2.21 ............ LEVEL 4 _IFS ACCENT BAND EL. 51 -310EIFS ACCENT 6 N EL. 51 3 1 I I GUESTROOM 5 I �.2 - - - - GUESTROOM I l I 1 I I I I ............. .............................. I LEVEL LEVEL 3 :::: .:::.:::::::...:.: :.:: ::::::.::.::::.::::.: i �.. ... EL. 42 —9 EL. 42 —9 ... ... ... .. .... 1 / . .... ..... ......... aUsi nat r GUESTROOM GUESTROOM ri'9 �.2 I �.. I Project Name Sea Turtle Resort It L LEVEL 2 Remington Hotel Corporation EL. 341-3" Project um r V/ 02.5635.000 CAD File Name A09-32 IDescription WALL SECTION 4 Scale D r 0 2' 4' 8' 16' 14 A09n32 4 S WALLSECTION WALLSECTION :....,2Gensler SCALE: 3/8" = 1'-0" WS-20.DWG SCALE: 3/8" = 1'-0" 9-20.DWG J KEY NOTES ea u e esort 0 Hote e Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 SIM. 5 09.5 SIM. 5 — — — — — — — — — — — — — — — — 09.5 / '100 ila Street I I I Suite 400 I Houston TX 77002 12 12 I Telephone 713.128.8050 12 11,111 10 12 ensi r Facsirnile 7133�212129.9343 11,11 0 11111,111 0 I I I ( ( ROOF RooF Remington Hotels, LP ...:..;...::.:::...::: n Project Manager I 14185 Dallas Parkway I Suite 1150 Dallas, Texas 75254 GUESTROOM I I I GUESTROOM Thornton Tomaseti I I I I — — — — — — — — — — — — — — Structural Engineer 12750 Merit Drive Nkomo - - - - - - - - - - - - - - - - � Suite 750 Dallas, Texas 75251 LEVEL 8 LEVEL 8 Thompson om an mom Company p MEP Engineer 50 Technology Parkway, South 09220.A Norcross, GA 30092 PORTLAND CEM PLASTER STRIP, PRIME, AND GUESTROOM APPLY FINISH COAT AT GUESTROOM EXISTING WALLS LEVEL 7 LEVEL 5,6,7 :; ..:; EIFS AC AN 09220.A PORTLAND CEM PLASTER GUESTROOM GUESTROOM 05721.C1 RAILING, ALUM LEVEL 6 LEVEL 4 I .......... i e Date Issue Description By Check 1 04.28.06 KBB GL GUESTROOM PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL 08120.A GUESTROOM ISSUE FOR PHASE I CONSTRUCTION TERRACE DOORS, ALUM K�l7 �.21 LEVEL 5 LEVEL 3 IF NT AN --�►- ESA BAND CCE 1 I GUESTROOM I I GUESTROOM I I I I I I I LEVEL 4 LEVEL 2 i 1 y -� NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, GUESTROOM AND SPECIFICATION ON THIS PROJECT. SHEET NOTES Seal/Signature LEVEme L 3 '� a� IProjectNa Sea Turtle Resort GUESTROOM Remington Hotel Corporation Project Number 02.5635.000 ICAD File Name A09-36 LEVEL 2 I Description E — -- -------- - ----- - - - - `��' I Scale 0 0 2' 4' 8' 16' N r M S 3 m 09m36 WALL,, SECTION WALL SECTION >2 €� Gensler 8 SCALE. 3/811,011WS_20.DWG SCALE. 3/891 = 1gnomeWS_20.DWG Wi 9 N O d KEY NOTES Sea Turtle Resort Hotel Renovation Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 � 3 4 70(�Nlilam Street Suite 400 Houston TX 77002 10200.A � Telephone 7t3.22s.sC}SO LOUVER 4ansier Facsiznite 713.229.9343 07320.A1 07320.A1 12 CLAY TILES CLAY TILES 12 � 12 � 12 Remington Hotels, LP Project Manager 07460.A 07460.A 14185 Dallas Parkway H U FIBER—CEMENT SOFFIT FIBER—CEMENT SOFFIT Suite 1150 Dallas, Texas 75254 06600.A 06600.A � BRACKETS BRACKETS EIFS ACCENT BAND Thornton Tomaseti Structural Engineer 12750 Merit Drive EIFS ACCENT BAND � I Suite 750 Dallas, Texas 75251 09220.A 09220.A PORTLAND CEM PLASTER PORTLAND CEM PLASTER Thompson Company MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 ROOF ROOF EL• 93-9 EL: 93-9 PAINT EXISTING DOOR TO MATCH NEW STUCCO COLOR ENLARGED ELEVATOR PENTHOUSE ELEVATION - NORTH 18 ENLSCALE: ARGED ELEVATOR PENTHOUSE ELEVATION - WEST 3 :. Issue Date 8,issue Description By Check 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL ISSUE FOR PHASE I CONSTRUCTION J 4 3 10200.A LOUVER 07320.A1 07320.A1 CLAY TILES � 12 CLAY TILES 12 12 � 12 07460.A 07460.A NOTE: REFER TO PROJECT MANUAL FIBER—CEMENT SOFFIT FIBER—CEMENT SOFFIT FOR GENERAL NOTES, KEY NOTES, ossoo.,a i i ossoo.,a AND SPECIFICATION ON THIS PROJECT. BRACKETS BRACKETS EIFS ACCENT BAND � o SHEET NOTES ISeal/Signature 09220.A 09220.A PORTLAND CEM PLASTER PORTLAND CEM PLASTER I Project Name � Sea Turtle Resort Remington Hotel Corporation Project Number - 02.5635.000 cao File Name A09-40 Description ROOF kooF ENLARGED EXTERIOR ELEVATION EL: 93-9 EL: 93'-9" � 08110.A � Scale I STEEL DOOR 0 6" 1' 21 4' A09 .40 � ENLARGED ELEVATOR PENTHOUSE ELEVATION - SOUTH20 ENLARGED ELEVATOR PENTHOUSE ELEVATION - EAST 5 cj200S Gensler � SCALE: 3/8" = 1'-0" EE_40.DWG SCALE: 3/81 -0" EE 40.DWG a KEY NOTES ea u e esort J 3 4enovation a e 5 09.41 Ashford Hospitality Trust 14185 Dallas Parkway 07320.A1 07320.A1 I I I Suite 1100 CLAY TILES CLAY TILES � Dallas, TX 75254 I , I I i - _ mom .; n. +v / t5r •Y . 11 1L i, .:h C .l :1 t I • ,`t 700 Milam Street Suite 400 07460.A 07460.A ., S, Houston TX 77002 FIBER—CEMENT SOFFIT FIBER—CEMENT SOFFIT I 4_ I P •�;_ 8050 F. Telephone 713.228. nsi r Facsimile 713.229.9343 06600.A 06600.A fi, .: t•. BRACKETS BRACKETS EIFS ACCENT BAND EIFS ACCENT BAND 09220.A 09220.A PORTLAND CEM PLASTER PORTLAND CEM PLASTER - Remington Hotels, LP NO Project Manager 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 =a, •aw,c.' s Thornton Tomaseti Structural Engineer ••t, ,.�Y` ,,. ROOF ., 12750 Merit Drive ROOF Suite 750 t - - 4` r • - << 251 _ .. - . . .. . . . ,, . • ... ally Texas 7 EL 93 9 9?^Y EL• r: Thompson Company MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 ENLARGED - ENLARGED ELEVATOR PENTHOUSE ELEVATION - EAST ELEVATOR PENTHOUSE ELEVATION SOUTH SCALE: 318" = 1'-0" EE_40.DWG SCALE: 318" = 1'-0" EE_40.DWG , J 1/2 I 3'-5 1/2" J. 10 1/4 RE: STRUCTURAL RE: 5 & 15/A09.50 FOR ROOFING INFO. I Issue Date&Issue Description By Check I 2 05.26.06 KBB GL I ISSUE FOR PHASE I CONSTRUCTION 1 3 06.16.06 KBB GL ADDENDUM 1--1 - I 12 12 I - �r- i O I 3 NEW FLASHING AT PIPE COLUMN _----- --------------------- --------------- ----I D1 4. EXISTING ROOF AND INSULATION '' PENTHOUSE ROOF �� .✓. /_.•. •'/fin tiv,' i 4_: "Y 1. t. ,n EL 111 J • • t r . ;r-"•t ♦ r may, . .. (Y r . ;j 1 - u.far` - 1 T - 5+ r•t`y y - - 7. ... ._,. .-.- :_ .. ._ ... .. -.. -. .,.. .,. ,.Y•«,..' - ".c"- _ :1 _ _ 'F.. - is - C,rr INSTALL NEW 26 GAUGE PREFINISHED METAL FLASHING OVER EXISTING PARAPET AND NEW BEAM/CLOSURE PIECE. LIGHT GAUGE TRUSS CONNECTIONS SHEET NOTES TO NEW BEAM TO BE COORDINA D WITH STRUCTURAL Seal/Signature TO PROVIDE WEATHER—PROOF SEAL. PROVIDE BLOCKING AT ROOF PATCHES ;,;p, F 1 - 06600.A BRACKETS Project Name Sea Turtle Resort USE SCHEDULED ADHESIVES AND Ashford Hospitality Trust FASTENERS AS REQUIRED FOR Project Number BRACKET INSTALLATION. Cn . . - � STUCCO SKIN COAT 02.5635.000 �— D File Name 0 I A09-41 Description ENLARGED EXTERIOR ELEVATION 2" Scale E v m ALL EPS FOAM SHAPE OVER PREPAIRED VERTICAL SURFACE WITH SCHEDULED ADHESIVE. APPLY 0 6" 1' 2' 4' SCHEDULED MESH, BASE COAT, PRIMER S AND FINISHES AS SPECIFIED. RE: SPECIFICATIONS A09n4l g SECTION DETAIL - AT PENTHOUSE 02005 Gensler s SCALE: 1" = 1'-0" EE_41_12.DWG Mp 4f) N O_ Q 111111111 Jill I ll 111111 1 ml MEN 111 111111111,111111111111 g 111:1111 11 Is III 111 11 11111 iiiijill 111111111 Ill 11111:,1111111'111111 111 111,1 IN III I'll Ill 11 1 11111111 1111 11111111111111 1 Jill I 5-411 148- 1' 5,-4f8 68_88 51-4)# KEY NOTES �S le a e CNort 1,-6,> 1'-8°° 4'-4» 1,-8,° 1'-6° Dallaslif 06. Ole e- X T -Aggon if Rveno V atl* � Word L_J ospi ali ___ trust - 14185 Suite I I UV J 75254 liallas, TA ROOF x7320•Al N CLAY TILES OF ',4It Wd GLAZINI"' SkownMEDEUNLE r✓ k- .y�' = b 'rf i� _ ;$• �.sn <,:f' r :.^/ --i*.^«:a,,,;^s a �' r+i%` .. n 4' -s s 08120.A �-- ',°. ,,r _ TERRACE DOORS, ALUM 4 r, FLOORLOCATIONGLASSTYPEKEY TOTALTHICKNESS �' x- r �,' ,J✓��:��'y._�� -:k.t',.,'Y��,:�;�'.�^, ��s:...t? .ag "�-."' x;� �{r- =.;c? �_:�^" -+z• _ �';�`, .'-�' st J'� Ste; ! >�, 'c, ..�`'�-d, '�a:':. _ _U�''�'y ;t �t,ti4�'�,'�,7M ;;r.,;.". _"y�ti§.',x, a C�� 'h��:�°. r.h.•' 2-3 TYP. GUESTROOM BALCONY DOORS LAMINATED TINTED LG-1 9/16 0660 _ 7aQ Ilam Street , . - Suite 400LAMINATED TINTED LG-1 9/16 BRACKETS2-3 TYP. OCEAN GUESTROOM BALCONY DOORS LAMINATED TINTED LG-1 9 1fi Houston Tx 77002 2-3 STORAGE DOORS fix. a ti, 1 h 3 �'� �, k x',, .fy°. _ �ti:- A ;',}, 4{ ��;. �4 Telephone 713,228.8450 0 220.A �'. .E yy' L AT D TINTED LG-1 16 k 2-3 HOUSEKEEPING DOORS AIN E _ 05721.01 =- ;! <, ens or Facsimile 713.229.9343 POLAND CEM L PLASTER .l• ,ter '.. i., _•,'.'- .t_. '}1 '.:. �.,F�' .' f., .:;". .•,.' 4•, -.,;' •,,'�,, 1�_� 2-3 TYP. OCEAN GUESTROOM BALCONY SIDELITES LAMINATED INSULATED TINTED LIG-1 1 5/16 RAILING, ALUM SIDELiTES LAMINATED INSULATED TINTED LIG- 1 5 16" ` ' r STRIP PRIME AND 4-8 TYPE OCEAN GUESTROOM BALCONY APPLY FiNISH AT ,Y- 4-8 TYP. iF OCEAN GUESTROOM BALCONY DOORS LAMINATED INSULATED TINTED LIG-3 1 i. EXISTING WALLS E S ACCENT BAND .s z 4-8 TYP. GUESTROO BALCONY DOORS LAMINATED INSULATED TINTED LIG- 1" y. �.. all -8 STORAGE DOORS LAMINATED INSULATED TiTED LIG-3 1" LEVEL 8 4-8 HOUSEKEEPING DOORS LAMINATED INSULATED TINTED LIG--3 1" ------ i AL T- PORTLAND CEM PLASTER h , ? ! Hotels, Lr w x Project Manager 3 -0 r� e,t 4 . 14185 alias Parkway r� — Suite 1150 Dallas, Texas 75254 Thornton A ^,rf t-Sir �; -ri•'. 'T » 'i�. i\' - ��`•_ ,av ^, A t f I V CD EIFS ACCENT BAND � . / Structural Engineer ..5 � r 12750 erit rive LEVEL 7 Suite 750 alias, Texas 75251 1 PAINTED STEEL DOOThompson uompanyR ELEVATOR PENTHOUSE k 'iw.u..,.ar.^,,...,xY.>w,_,,. �...,<..a...-,......31r.,..,..�x,�. ...4.,..,......,�.. .-,.A_.,.... »- ._.�....,..<.x.a.,,..._..,...,.,.._.�.rx ,...,.,.a»�......,a.�:,,.w.,,.µ...,. ..«.._....,_�.._...-,t.....,,-�_ MEP Engineer 50 Technology Parkway, South I Jill Norcross, GA 30092 BMW IN"B" STEEL DOORP%S B-1 9= LAR(GED t0y=:LN `Vff NEINION "'i'PICA L 't"35AY 1/4'9 = 1 1.011 GN_ 0_48.DG 1/4" = : 1/2" _ '-Owl EE_ 2.DG 2 1 PROVIDE BLANK PLATE AT EXTERIOR FACE OF THIS DOOR TYPE ONLY. 5'-0" 13'-0" KA NEER IR 501 WITH 10$-6 3/8" °} 1-5/16°' LAMINATED, EQ. fi -0 EQ. INSULATED GLASS 6)-0;) _ NOTE: ALL PAIR DOOR TO BE SCHEDULED IN-SWINGING PAINTED ALUMINUM PAINTED ALUMINUM PAINTED ALUMINUM D D = TES TE 1 1 1 TYPICAL GUESTROOM CORNER GUESTROOS MIDDLE GUESTOOS NORTH & SOUTH SIDES EAST SIDE EAST SIDE issue Date s,!esus Description By check 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE 10"A" 2 05,26.06 KBB GL SCALE: AZ ®! RIES� ®� ,. 1 ., � ,� „ ,® � ., � .' „ 1" 3 ISSUE FOR PHASE I CONSTRUCTION M D 0 RS A1/ GN_30_4 .DWG 1/ / 111 1111111111111111111111 Jill,11111 - - . 3 06.16.06 KBB G ADDENDUM 1-1 R - 1 k 13,-®„ 8„ 10 -6 3/8 51-7 1/411 ,. f �"';.{:.n=,.d;: t s•. } >'t it x EXISTING CMU WALL ` Y ��4E � R +t•'` `� T T , NEW ELASTOMERiC r RE: STRUCT. x f k e EXISTING CMU WALL \ COATING r 1 2 o w Iry G 4 - REMOVE EXISTING . 4 (F ROOF _____.m _--___,__-- --- N \ i 07320•A1 GROUT SOLID PAiNT INSIDE TO .< h, ) t 5 3 f' - !, .1. r.. MATCH EXISTING INFILL WITH CMU � fir X '1 _ r Y`t Y Cx. "eJ if1` is',ly C d 3 i 1 F _ +1 f[ fa Z- `.4r .ter;•, _� �4 h° `t*'t far=' � 7.:•+ ��. �44 � z <. t r'r-Sp �5 I.r•i W d II f -z \ 5' r s, Y Y 'S.• 'ted t. Y'�:: rF~{ t q,i L 0 ETA E L _ 1 a' r TERRACE Doo S ALUM nq't 'r '4 ,F ✓x' t } r}' -i 3� '..t� •s' rt BRACKETS - r - z S, d `f G _ + 1 µd 9. •Y'. i r'• .'i l f' Y N.' J_ a a' t A' CC, Jk� 'K 1r r �> Y / �f S^ A f ri _.4 +r y y, S 08411.A - �Y+ T n a• r- a f z• t <' 1` .e ='r rY r; .ft _ A .r } ki rv• r� ,S. 'p y 'f t l T1 II :, i' =e { t d^ pi 4- r I I kf.K �s F� ;a Y t =i Sm" l• !v aux k' J`y 02 57 1 a C1 J 1 q _I1 l p. t` h ,r +f' 'r� L 1 ,.1 u� I RAL lN G A•_UM fiH H H I is F - 1 11 1 Jill l �h _ G Y ,^e �i ♦ er r, '4 a > AJti, f 'V l ny 'r) .Lr .'r J. Fda -"'9".r•"'�T"<l}va�..`«TPx>-.+yvrt-.•.+••�,;�,r--,nT'-�s a-n-k,a-w.}YC`^I"".F+,t� 4' _ 5 \i � _ EIFS ACCENT BAND _ Lr: I t ri r i^ t J �l t i♦ "i c 111 FK El 0 nowmAD 0 Em'"" m D/%INAMB P""N"w" 001 1SE DOOwft K NEW N On NSE D00%F% f [ 8 '1 f'} Y,C i.. S 1 •`f �U jj x rpZ f y' <ol d ♦.i n, b ajk 1 :ter. A 1 [ 3 i� i �® LEVEL 8 " = 1'- " DT_12_10._4.DG24 - - DT-1 _________________________.�__________________ - 1�.,.�,.�_..>n _...-_ .,� ._ ,«.._..� ISeal/Signature e�+.;�--r"'-;re,'n...-.-.... ,-{..<�-;..-.,-_ tt,�...-,,,..;=.r.:+,.- ,-;�,pr;«yr�^>.r _i-�a,�,,..., Q . JAMB ANCHORS -{ 09220.A I �� PORTLAND CEM PLASTER - ^ NEW ELASTOMERIC e, STRiP, PRIME AND 1 2 COATING FINISH AT r 4 r 09220.A 2 =rf EXISTING WALLS } s i TE 4: P R r P R N CEM L AS t 0 TLA D aY µ,. N x_ ..,^ Project Nae 1 Sea Turtle Resort Ashford Hospitality Trust r k t > t" 7pp 5 d 5 Project Number e r a i l } G 1 I C/) { t 4 1 a W f- 02.563 5.00 0 9 c E ;,1 # 5 7 k a ^ I 7 r i GAD File Name .r` t t t, Yf 7 s tlf? Y U i 4 j c •1 3 i 4 i} e A 09-42 f r y r i 1 �r Y f. S C7 1 p t I a r P l i N \' arl l z 5' D esC t On Z A c+ _ l;. p { d l e 3 4 N LEVEL 7 ENLARGED EXTERIOR ELEVATION o . EIFS ACCENT BAND EXISTING CMU WALL �-- seals r. t k S i Y • 1 r'' ♦ x 4" k'< \Y UT ID 8 ! � GROUT SQL „ { y, 1 a 1 28 4 s 4 Q , „ ,.r., ,r......,. .u-„.., w,,.,,,..m..;.,., x ,a.d............... ...,,a.n..,..r >,a ."R,n... •_+'...., „..+s,s".,..a- ,.,. ,,..Y_s_. „ .. -.....,...,... _1 ..a. _.x v fr/)..,f, .., .,.,,`.4.\ ,1+.....,.. s, ,.- (� NEW HOLLOW METAL A09042m ll 1 11 Jill III Rol PF"i DOOR AND FRAME 1 U Q vk T S"i R 0 0 M S E 0 20 J ALMB NEW '""HOUO OR E N Lm A R Uff"E D Em L E V A I 10 N E A '' = - " DT_12_10-4.DWG 1l " = 1'- " EE_42.DWG oar ester cl) N 9 If 11 Jill III I I'll III 111111fill 11 ------- �JNNIM1111111 111 Jill Jill III I 11111111111 11 111 I'll' 1111 11 111, 1 I'll Klzy Na0 EMWI NIM111111 0% I ZSe a o i ,urtie xe , rt R o v at 0 H()t e tzalftt 'laon Ashford spitality Trust 14185 'Dallas Prarkway Suite I 100 Dallas, TX 75254 REFER TOSTRUCTURAL DWGS. i 71-611 REFER TO STRUCTRAL DWGS. 7 1 07620-A —0" '__ 11 21—2 1 SHEET METAL FLASHING & TRIM 1-0" �2 1/4 V-0 I PRE—FIN SHEET METAL CLOSURE, FASTEN AS 6P-11 1/4" 6 tev L* REQUIRED, SET IN CONTINUOUS BED OF SEALANT AGAINST FINISHED SURFACES TO FORM WRAP FASCIA BOARD AT 700 Milani Street CONTINUOUS SEAL STRUCTURE BEYOND //lel Suite 400 Houston TX 77001 12" X 5" CUTOUTS IN METAL CLOSURE PIECE AT 1 24" O.C. NTH STAINLESS STEEL INSECT SCREEN 0741 1.G3 Telephone 713,228.8050 SECURED OVER OPENING ROOF RIDGE CAP COVER Gensler Facsimile 713.229.9343 TOP_AOF STRUCTURE TOP OF STRUCTURE— *%% EL: 1041-7" EL: 1041-7$1 CONTRACTOR TO CONFIRM 07412.A CHILLER REMAINS.) METAL WALL PANEL 12 3/4" CORRUGATED PREFINISHED WRAP CORRUGATED METAL Still STRUCTURAL LIGHT GAGE TRUSS STRUCTURAL LIGHT G GE TRUSS BEYOND PANEL TYPICAL. SECURE PANEL PURLINS. RE: STRUCTURAL DWGS. RE: STRUCTURAL DWGS FOR INFO. RE: STRUCTURAL DWGS FOR INFO. 12 FOR WIND LOAD AND EX QUANTITY AND OF 07320.Al PURL11 . PAKL -GAUGE MAY 07320.A1 UCED -BASO ON CODE CLAY TILES TOPOF -6 OF 1STRUCTURE N CLAY TILES oe Of : 11 DIE N-COAD OF FRAMING SYSTEM EL ACCESS "DOGHOUSE" 07411-C 07411.0 PANEL UNDER'_AYMEN T PANEL UNGERLAYMENT Reminryton Hotels,, LP (BEYOND) FRAMED WITH LIGHT I GAUGE STUDS AND FINISHED Project Manager IN PANEL MATERIAL. RE: 14185 Dallas Parkway ROOF PLAN FOR LOCATIONS. PURLIN PURLIN Suite 1150 RE: STRUCTURAL FOR RE: STRUCTURAL FOR Dallas, Texas 75254 INSULATED MECHANICA EXACT QUANTITY AN i EXACT QUANTITY AND SPACING SPACING DUCT WORK, RE: MECH. DWG'). Thornton Tomaseti 2048 PREFINISHED WEATHERTIGHT ACCESS Structural Engineer PANEL LOCKABLE TO 12 12750 Merit Drive I I MEET WIND LOAD Suite 750 C) CD REQMTS. r- ALIGN METAL STUD V_ %& Dallas Texas 75251 I I I C) WALL WITH EXISTING 12 PARAPET Thompson Company PROVIDE FLASHING 076 .A I STRUCTURAL BEAM, RE: MEP Engineer AND COUNTER D. 50 Technology Parkway, South SHEET METAL FLASHING TRIM STRUCTURAL DRWGS. FLASHING G CONTINUOUS PREFINIS -D 07620.A Norcross, A 30092 CLOSURE TRIM. 20C -SET N — — — — — — — SHEET METAL FLASHING & TRIM REMOVED SHROUD CONTINUOUS BED OF SEALANT I I I FINISHED SHEET METAL CLOSURE AGAINST PANEL AND ATTACHED AS REQUIRED I I I 0, STRUCTURAL STEEL MEMBERS RE: STRUCTURAL DWGS FOR INFO, TREATED BLOCKING AS REQUIRED, oe TYPICAL 3/4" TREATED PLYWOOD 3/4" TREATED PLYWOOD r SECURED TO BLOCKING AS 07 4TT:�� REQUIRED. 11 07411.G1 17 1 ROOF EDGE FLASHING E I I ROOF EDGE FLASHING FLASH INTO EXISTING ROOFING 'T 0741 1.G2 4— SYSTEM USING MANUFACTURER 0741 1.G2 ROOF FLASHING7, 0 APPROVED PRODUCTS AND DRIP EDGE DRIP EDGE IL PROCEDURES FILL INSULATION AND PATCH 1/2" EXISTING ROOF MEMBRANE AND GAP 07460.8 FILL INSULATION AID PATCH 07460.13 INTO EXISTING ROOF MEMBRANE 4ALANT FIBER CEM A INTO EXISTING ROOF MEMBRANE 1 2 AP SEALANT FIBER CEMENT FASCIA ?� INSULATION TO REMAIN. IN ROOF 1. J>< ROOF r IL �T CON11NUOUS STAINLESS STIL INSECT SCREEN EL: 93 CONTINUOUS STAINLESS STL INSECT SCREE SECURED IN SLOT. PAINT UNDERSIDE OF SECURED IN SLOT. PAINT UNDERSIDE OF FRAMiN EXISTING ROOF INSULATION FRAMING FLAT BLACK ABOVE SCREEN FLAT BLACK ABOVE SCREEN 11011111 STRUCTURAL STEEL MEMBERS 3 /8" 07460.A 110 1, EXISTING ROOF INSULATION FIBER—CEMENT SOFFIT RE: STRUCTURAL DWGS FOR INFO. E 0 3 —5 1/2" "ALTERNATE.- PROVIDE PREFORATED 311.A PREFINISHED 18GA ALUMINUM PANEL WITH J ACCESS DOOR AND FRAME EXISTING PARAPET COPING 4$-5 1/211 SPA RS A ALL ISSIEXISTING PARAPET FLASHING MI AR M ERIA 12"X 12" HINGED PREFINISHED ALUMINUM Issue Date&Issue Description By Check ACCESS PANEL WITH OVERSIZED LATCH SEALANT 2 05.26.06 KB GL ACCESSIBLE FROM ABOVE. HINGE TO SWIN 09220.A I EXISTING ROOF DECK DOWN. ISSUE FOR PHASE CONSTRUCTION PORTLAND CEM PLASTER 07460,A 1 3 06.16.06 K1313 GL ADDENDUM 1 FIBER— CEMENT SOFFIT 05400.A COLD—FORMED METAL FRMG PAINTED. SECURE PERFORATED SOFFIT EXISTING BUILDING STRUCTUREPANEL TO 3-5/8" GALVANIZED METAL 6" METALSTUD STUD @ 1211 O.C., RE: SPECS, SCHEDULED RATED PARTITION FRESH AIR DUCT RE: MECH. DWGS. VERTICAL FAN COIL UNIT ----------------- RE: MECH. DWGS. CHILLED WATER RISER _`` ':a RE: MECH. DWGS. ti PROVIDE SEALANT AT EXISTING PARAPET FLASHING AND NEW JL: 054001 OUTSIDE AIR DUCT. SHEATHING COATING FINISHES GUEST ROOMGUEST ROOM RE: MECH. DWGS. 06600.A FIRE/ SMOKE DAMPER 05400.8 BRACKETS RE: MECH. DWGS. WATER RESISTANT SHEATHING WRAP FIELD PAINTED V40 SCHEDULEDUSE ADHESIVES AND ACCENT BAND WITH 2" PROJECTION. PROVIDE REQUIRED FASTENERS AS REQUIRED FOR SLOPE AT TOP OF BAND TO BRACKET INSTALLATION. PREVENT ACCUMALATION OF i ; >YY,s?' ACCENT BAND BEYOND. FORMED WATER ON SURFACE. WITH EPS, HOLD 4" FROM FACE OF 8" EDGE OF SLABf WINDOW WALL SYSTEM, LEVEL 8 LEVEL ' �` 7,�7 T L —Y EL: 85' C) _J 4 4 INSTALL EPS FOAM SHAPE OVER OTEr% PREPAIRED VERTICAL SURFACE WITH Seal/Signature SCHEDULED ADHESIVE, APPLY STRIP, PRIME AND FINISH SCHEDULED MESH, BASE COAT, PRIMER COAT AT EXISTING PLASTER AND FINISHES AS SPECIFIED. SURFACE. APPLY SCHEDULED RE: SPECIFICATIONS NEW COATING FINISHES. STRUCTURAL MEMBERS VERTICAL CHASE BEYOND RE: STRUCTURAL DWGS. Project Name Sea Turtle Resort Ashford Hospitality Trust Project Number 02.5635.000 CAD File Name A09-50 Description SECTION DETAILS C� Scale E :3 0 3ff6 to ca J-- U) A09m5O p 1111 11 110111MINIM11 11 11 1 1111111111 Jill'III 111 111111111111111 110111111111 A Oft Im U T EXIS1`1N%J".7% CEN NNILLE (PENO"DINO% VERIOF" MA I ION) @)2005 Gensler SECTION DET I UAL AT Mtu ANI%J',%#AL CHASE SECTION 0""' ETAIL A ri 01 -099 .011 0 SCALE: 1 1 DT-0950-12 15 SCALE: 1' 1 9 i 1 1 111 to 11111111 1 111 11 Cy') KEY NOTES Sea u e esort otel Ashford Hospitality Trust AX 14185 Dallas Parkway Ale 6" 4'-s" _ 7'-s" Suite 1100 40 .0 4J.10 10J. " 6" 7'-0" REFER TO S WGS. Dallas, TX 75254 SOOOO 2'-2 1/4" I 7L. " I �1 • I I TOP OF STRUCTURE _ TOP OF STRUCTURE 0 EL: 104'-7" EL: 104'-7" I I 700 Milam Street RE: 5/AO9.50 FOR ROOFING INFO. Suite 400 Houston TX 77002 I Telephone 713.228.8050 ensler Facsimile 713.229.9343 I I I 12 RE: 5/AO9.50 FOR ROOFING INFO. I • 12 I I I I 12 Remington Hotels, LP Project Manager 12 ( ! I 14185 Dallas Parkway Suite 1150 0 o Dallas, Texas 75254 I I l 0 0 I ! I Thornton Tomaseti IStructural Engineer 12750 Merit Drive Suite 750 Dallas, Texas 75251 I Thompson Company MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 I I I I :a -• :�..: I I " I I I I " I ! I I 1/2 GAP I I I I I 1/2 AP SEALANT - I I I I SEALA ROOF _ = ROOF -- -: 93 9" EL: 93 - EL , r • _ , , 07460.A FIBER—CEMENT SOFFIT EXISTING CMU WALL BEYOND WITH SCHEDULED COATING FINISH. I 08120.A Issue Date s Issue Description By Check TERRACE DOORS, ALUM -- 2 05.26.06 KB GL I I ISSUE FOR PHASE CONSTRUCTION rl"7 1 3 06.16.06 KBB GL ADDEMDUM 1-1 r_ I 05721.C1 RAILING, ALUM EXIT STAIRWELL , ,T. = GUEST ROOM GUEST ROOM ACCENT BAND BEYOND ACCENT BAND WITH 2 , PROJECTION. PROVIDE REQUIRED ' SLOPE AT TOP OF BAND TO PREVENT ACCUMALATION OF - a` WATER ON SURFACE. I 'A}'Vt mrd LEVEL 8 LEVEL 8 , , .t, f , - ry 3 i Y •'�l: t ,4'• 8 t. E _ a : k• •e' t. ,.�• ter.' 4, �Y : I ,. INSTALL EPS FOAM ,.NAPE OVER PREPAIRED VERTICAL SURFACE MTH SCHEDULED ADHESIVE. APPLY SCHEDULED MESH, BASE COAT, PRIMER AND FINISHES AS SPECIFIED. = I I RE: SPECIFICATIONS SHEET NOTES ISeal/Signature t l h I Project Name Sea Turtle Resort Ashford Hospitality Trust Project Number Q 02.5635.000 CAD File Name N A09-51 lDescription SECTION DETAILS D r Scale E m v rn 9 0 3" 6" 1 CD m 09m5l m 6 Q (000001 SECTION DETAIL AT ROOF - WEST STAIRWELL SECTION DETAIL AT ROOF - TYPICAL SCALE: 1" = 1'-0" DT_0951-12 @2005 Gensler o SCALE: 1" = 1'-0" DT-0951-12 0 N • _O KEY NOTES raNOrvml �tS3 II : - �,•-.:: 1III III I III I II i II-. IIII ,.. r ..e • ti .._ vt.a 1, .•. e 5.r„ - r f iIII IIIIIiI IIIIIIII�S IIIIIIIIIII( _ w ��-•Q�' tt�: 0 A . - � 0 1 II(I I II IIII I I(I II III I •Y• _ _ EIIIIII L- : IIi II IiII I IiiI I1I I II IIIIIIIIIIIItI III04'IIIII —7" , `1 Y=_ Y-t L ea 5 "0 T 1 ' e e us t rt h a05721.C1 RAILING, ALUM 11100000000000010%*% 11111111111111 08120.A TERRACE DOORS, ALUM otel Renova Ashford Hospitality Trust L L 14185 Dallas Parkway Suite 1100 2'-2 1/4" Dallas, TX 75254 TOP- OF STRUCTURTOP OF STRUCTURE EL: 104'-7700 Milam Street Suite 400RE: 5 & 15/AO9.50 FOR ROOFING 12 Houston TX 7700 2INFO. Telephone 713.228.80 5 0 12 12 12 fbnisler Facsimile 713.229.9343 12 12 RE: 5 & 15/AO9.50 FOR ROOFING INFO. Remington Hotels LP Project Manager 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 Co Thornton Tomaseti Structural Engineer 12750 Merit Drive //'00 Suite 750 Dallas, Texas 75251 Thompson Company 5 MEP Engineer3 _6 echnology Parkway, So Norcross, GA 30092 1/2 GAP 1/2� GAP SEALANT SEALANT ROOF EL. 93 1'-0» 5,-0" Issue Date&Issue Description By Check 08120.A -- 2 05.26.06 KB GL TERRACE DOORS, ALUM ISSUE FOR PHASE CONSTRUCTION 1 3 06.16.06 K1313 GL ADDENDUM 1-1 05721.C1 RAILING, ALUM BALCONY GUEST ROOM GUEST ROOM LEVEL 8 dl 2" SHEET NOTES Seal/Signature Project Name Sea Turtle Resort Ashford Hospitality Trust Project Number 02.5635-000 CAD File Name A09-52 Description SECTION DETAILS Scale S E 0 36 i> A09n52 m SECTION DETAIL AT ROOF - EAST WINGATSECTION _BALCONY. „ _ 1-0” AT EAST WING MECHANICAL CHASE (72005 Gensler SCALE. 1 — 1DT_0952-12 SCALE: 1" = 1'-0" DT-0952-12 N _O d KEY NOTES Sea u eesort Hotel Ashford Hospitality Trust 1 � 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 TO STRUC AL DRAWI 6" 7'_0" 2'-2 1/4 1$—O" 700 Milam Street Suite 400 Houston TX 77002 QTelephone 713.228.8050 _ TOP OF STRUCTURE ensler Facsimile 713.229.9343 EL: 104'-7" RE: 5 & 15/AO9.50 FOR ROOFING FO. I - 1 Remington Hotels, LP 1 I Project Manager 14185 Dallas Parkway 1 Suite 1150 1 Dallas, Texas 75254 12 I II Thornton Tomaseti 12 I Structural Engineer 12750 Merit Drive r- Suite 750 C) 1 I Dallas, Texas 75251 o I Thompson Company 1 I MEP Engineer 1 50 Technology Parkway, South I Norcross, GA 30092 I I IN 9 O� I I 1 7"1 I 1/2" GAP �' ALAN 1 I I I ROOF EL. 93'-9" _ :.� I 11011.0 EYEBOLT y' 1 08311.A - ACCESS DOOR AND FRAME Issue Date&Issue Description By Check 1 -- 2 05.26.06 KB GL ISSUE FOR PHASE CONSTRUCTION 1 3 06.16.06 KBB GL 07460.A I ADDENDUM 1-1 FIBER-CEMENT SOFFIT GUEST ROOM BRACKETS •• I FIELD PAINTED ^ w f ..,.7:' USE SCHEDULED ADHESIVES 3: ° t AND FASTENERS AS REQUIRED FORBRACKET INSTALLATION. 'i:;`.,` . I 8 J3V3J "E–'M .J3 8 - Y a•, t: - Y. ACCENT BAND BEYOND. FORMED WITH EPS. HOLD 4" FROM FACE OF WINDOW WALL 4 SYSTEM. SHEET NOTES Seal/Signature A. REFER TO SPECIFICATIONS FOR ADDITIONAL INFO. VERTICAL CHASE BEYOND — ON ALL CONSTRUCTION MATERIAL. STRIP, PRIME AND FINISH COAT AT EXISTING PLASTER SURFACE. APPLY SCHEDULED NEW COATING FINISHES. 4P/V o�o Project Name Sea Turtle Resort Ashford Hospitality Trust IProject Number 02.5635.000 CAD File Name N N A09-53 Description co SECTION DETAILS s I Scale E Q a� 0 0 3" 6" 1' 0 o N�� A09n53 6 SECTION DETAIL - TYPICAL AT ACCESS PANEL FOR WINDOW WASHING SYSTEM NOT USED „ _ , „ ©2005 Gensler SCALE: 1" = 1'-0" DT_0950-12 SCALE. 1 – 1 -� DT_0953-12 0 M m N O v GENERAL NOTES STRUCTURAL INSPECTION PLAN KEY NOTES GENERALSTEEL Sea Turtle Resort A. DESIGN CRITERIA JOISTS 10. ALL STEEL JOISTS AND JOIST GIRDERS SHALL HAVE A MINIMUM CAMBER AS CALLED FOR IN THE ABOVE 1. THIS STRUCTURAL INSPECTION PLAN IS PREPARED IN ACCORDANCE WITH SECTION 553.79(5) OF THE FLORIDA STATUTES DESCRIBING Hotel Renovation THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2001 EDITION THE REQUIREMENTS FOR A STRUCTURAL INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD FOR THRESHOLD BUILDINGS. THE 1• VERIfY THAT JOIST INSTALLATION CONFORMS TO CONTRACT DRAWINGS AND) APPROVED SHOP DRAWINGS. REFERENCED SPECIFICATIONS. PURPOSE OF THIS STRUCTURAL INSPECTION PLAN IS TO PROVIDE INSPECTION PROCEDURES AND SCHEDULES SO THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED DOCUMENTS. 2. VERIFY JOIST BEARING, WELDING TO SUPPORTS, AND BRIDGING INSTALLATION AND ANCHORAGES. Ashford Hospitality 2. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE LOAD OF 3 KSF. FOOTINGS ARE TO BEAR IN 11. ALL DUCTWORK PASSING THROUGH OR AFFECTING JOIST MEMBERS MUST BE SHOWN ON SHOP DRAWINGS. 2, �{E THRESHOLD BUILDING INSPECTOR (SPECIAL INSPECTOR) SHALL VERIFY THAT THE PRIMARY STRUCTURAL ELEMENTS ARE IN p tality Trust STRATA NOTED ON THE TYPICAL FOOTING DETAIL. GEOTECHNICAL ENGINEER SHALL VERIFY BEARING ADJUSTMENT MAY BE NECESSARY TO THE BRIDGING SPACING IN ORDER TO ACCOMMODATE THE DUCTWORK. SUBSTANTIAL COMPLIANCE WITH THE PERMITTED DOCUMENTS. MASONRY 14185 Dallas Parkway CAPACITY 12. SPLICING OF JOIST CHORDS SHALL COMPLY TO SJI SPECIFICATIONS. NO MORE THAN ONE FIELD SPLICE SHALL 8E 3. THE OWNER SHALL BE RESPONSIBLE TO EMPLOY THE SERVICES OF A THRESHOLD BUILDING INSPECTOR IN COMPLIANCE WITH THE Suite 1100 3. THE STRUCTURAL DESIGN IS BASED ON WIND LOAD ACCORDANCE WITH 2001 FLORIDA BUILDING CODE. PERMITTED PER SPAN. PROVISIONS OF CHAPTER 553.79 OF THE FLORIDA STATUTES. 1. VERIFY SIZE AND WEIGHT OF MASONRY UNITS. VERIFY STRENGTH OF UNIT MASONRY AND MORTAR HAS BEEN VERIFIED WI1H - BASIC WIND SPEED = 120 MPH - DIRECTIONALITY COEFFICIENT kd = 0.85 4. AT A MINIMUM, THE THRESHOLD BUILDING INSPECTOR SHALL PERFORM THE MANDATORY STRUCTURAL INSPECTIONS AS REQUIRED TESTING IN ACCORDANCE WITH THE UNIT STRENGTH METHOD IDENTIFIED IN ACI 530.1. Dallas, TX 75254 - EXPOSURE CATEGORY TYPE = C - BUILDING CATEGORY II 13. ATTACHMENTS THAT WILL IMPOSE CONCENTRATED LOADS ON THE WEB MEMBERS OF THE JOISTS SHALL NOT BE UNDER THE PROVISIONS OF THE 2001 (FLORIDA BUILDING CODE, IN ACCORDANCE WITH THE SCOPE AND SCHEDULE OUTLINED HEREIN. 2. VERIFY GROUT STRENGTH HAS BEEN TESTED IN ACCORDANCE WITH ACI 530.1 PROVISIONS FOR UNIT STRENGTH METHOD. - IMPORTANCE (ACTOR = 1.0 PERMITTED. 5. THE THRESHOLD BUILDING INSPECTOR SHALL MAINTAIN A LOG OF EACH SITE VISIT DOCUMENTING THE PROGRESS OF THE WORK, THE 3. OBSERVE PLACEMENT OF UNIT MASONRY ON AN INTERMITTENT BASIS BUT (PROVIDE DIRECT OBSERVATION DURING THE INITIAL RELEVANT TESTING, THE AREAS INSPECTED AND ANY OTHER ELEMENTS PERTINENT TO THE WORK PROGRESS AT THE TIME OF THE PLACEMENT OF EACH LIFT OF MASONRY WALL. 4. REVIEW OF SUBMITTAL INFORMATION SHALL BE FOR GENERAL REQUIREMENTS OF PROJECT, AND SHALL 14. ATTACHMENTS THAT WILL IMPOSE CONCENTRATED LOADS ON THE BRIDGING MEMBERS SHALL NOT BE PERMITTED. INSPECTION. 4. VERIFY PLACEMENT OF REINFORCING STEEL, INCLUDING HORIZONTAL REINFORCEMENT; INSERTS; ANCHORS, AND OTHER STRUCRURALLY NOT INCLUDE CHECKING OF DETAILED DIMENSIONS OR DETAILED QUANTITIES, NOR REVIEW OF THE 6. DAILY SIGNED AND SEALED FIELD REPORTS SHALL BE SUBMITTED ON A WEEKLY BASIS TO THE ENFORCING AGENCY, AND OWNER'S RELATED ASPECTS. CHECK CLEAN OUT AREAS. CHECK THAT ALL REINFORCED CELLS ARE CLEAN AND FREE OF DEBRIS. CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE WORK SITE, OR MEANS AND METHODS OF DOING 15. MEANS OF ATTACHMENT OF ANY TYPE ONTO THE JOIST CHORDS SHALL BE SHOWN ON SHOP DRAWINGS. NO REPRESENTATIVE. 5. OBSERVE ALL GROUTING OPERATIONS, CHECK THAT ALL CELLS ARE FILLED SOLID, IF IN DOUBT TEST WITH HAMMER TO VERIFY WORK. FIELD DRILLED HOLES THROUGH THE CHORD MEMBERS SHALL BE ALLOWED. 7. THE SPECIAL INSPECTOR SHALL NOT MAKE DESIGN DECISIONS, DIRECT THE CONTRACTOR'S WORK, NOR BE RESPONSIBLE FOR THOSE CELLS ARE FILLED SOLID. 16. B. CONCRETE ALL JOISTS AND JOIST GIRDERS MEANS AND METHODS. RDERS SHALL BE SHOP COATED WITH A LIGHT GREY PRIMER. SURFACE PREPARATION CONSTRUCTION THE SPECIAL INSPECTOR MAY SEND A (FULL-TIME EMPLOYEE AS HIS AUTHORIZED REPRESENTATIVE TO THE PROJECT, BUT THAT 1. CONCRETE PROPORTIONING, MIXING, TRANSPORTING, PLACING, AND CURING SHALL BE PER ACI 301. SHALL BE SSPC-SPG CLEANING. PERSON SHALL BE KNOWLEDGEABLE AND HAVE A COLLEGE DEGREE IN ENGINEERING OR HAVE A MINIMUM OF TEN YEARS OF EXPERIENCE IN THE STRUCTURAL SYSTEM BEING USED. 2. U.N.O. CONCRETE SURFACES SHALL CONFORM TO TOLERANCE LIMITS PER ACI 117. EXPOSED 700 ARCHITECTURAL CONCRETE SHALL FURTHER COMPLY WITH ACI 303R-91, AND THE SPECIAL E. METAL DECK Suite 40 REQUIREMENTS OF THE SPECIFICATIONS. CONTRACTOR RESPONS11BILITIES amSh+eet 0 Houston TX 77002 3. ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED AND SHALL MEET THE 1. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS NOTICE TO THE THRESHOLD BUILDING INSPECTOR PRIOR TO THE NEED Telephone 713.228.8050 REQUIREMENTS OF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 316) 1. THE DESIGN OF STEEL DECK SHALL BE BY A DELEGATED ENGINEER. THE DESIGN IS TO BE SIGNED AND SEALED FOR ANY INSPECTION ON SITE. ensler Facsimile 713.229.9343 AND THE 2001 FLORIDA BUILDING CODE. BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. THE DECK SHALL BE DESIGNED FOR ALL 2. THE CONTRACTOR SHALL PROVIDE THE THRESHOLD BUILDING INSPECTOR A COPY OF ALL PERMIT DOCUMENTS, REVIEWED AND GRAVITY LOADS, WIND LOADS AND CONCENTRATED LOADS. THE DECK SHALL BE THE DEPTH AND GAGE NOTED APPROVED SHOP DRAWING SUBMITTALS„ TEST REPORTS, SHORING AND RE-SHORING PLANS, AND OTHER ITEMS THAT MAY BE REQUIRED CONCRETE SHALL ALSO CONFORM TO THE FOLLOWING REQUIREMENTS: ON THE DRAWINGS. FOR THE THRESHOLD BUILDING INSPECTOR TO COMPLY WITH THIS STRUCTURAL INSPECTION PLAN. COMPRESSIVE STRENGTH TYPE AGGREGATE + WATER/CEMENT � 28 DAYS AIR ENTRAINMENT USAGE RATIO (MAX.) 2. ALL METAL ROOF DECK SHALL BE FASTENED TO THE STEEL SUPPORT AT END OF PANEL AND AT ALL INTERMEDIATE 3. THE THRESHOLD INSPECTOR DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO COMPLY WITH THE CONTRACT SUPPORT WITH 5/8" DIAMETER PUDDLE WELDS WITH 36/9 PATTERN (MINIMUM). SIDE LAPS OF ADJACENT PANELS DOCUMENTS. THE CONTRACTOR HAS THE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS AND THE COSTS OF A B B R E V I A T I 0 N S 3000 . . . . . . . . . . . . NORMAL WEIGHT. . . . . . . . SLAB ON GRADE (U.N.O.), . . . . . . . . . .55 SHALL BE FASTENED WITH X10 TEK SCREWS AT 12" ON CENTER (MAXIMUM). RECTIFYING THOSE DEVIATIONS. GRADE BEAMS 4. THE CONTRACTOR MAY CORRECT WORK PERFORMED IN NONCOMPLIANCE WITH THE CONTRACT DOCUMENTS OR CONTRACTOR MAY 3000 . . . . . . . . . . . . LIGHT WEIGHT (113 PCF) . . . FILL ON COMPOSITE METAL DECK . . . . . .55 3.. THE HANGING OF ANY LOADS FROM THE ROOF DECK IS PROHIBITED. ISSUE TO THE DESIGN PROFESSIONAL A, REQUEST OF ACCEPTANCE OF THE DEVIATION. 5. CONSTRUCTION PERFORMED WITHOUT INSPECTION MAY REQUIRE TESTING OR MAY NEED TO BE REMOVED AS DETERMINED BY THE (LINO) A.B. ANCHOR BOLT F.S. FAR SIDE PC PRECAST DESIGN PROFESSIONAL. 4000 ' ' � � � � � �NORMAL WEIGHT. . . . . . . . FOOTINGS, WALLS , . . . . . .5 4• NO OPENINGS SHALL BE PERMITTED IN THE ROOF DECK UNLESS SPECIFICALLY CALLED FOR AND DETAILED ON THE ADD'L. ADDITIONAL FIN. FINISH P.C.F. POUNDS PER CUBIC FOOT 6. INSTALLATION OF ALL SHORING AND RE:-SHORING SHOP-DRAWINGS PREPARED BY THE SHORING ENGINEER. THE SHORING ENGINEER ADJ. ADJACENT F.F. FINISH FLOOR IC PLATE STRUCTURAL PLANS. OR HIS AUTHORIZED REPRESENTATIVE SMALL INSPECT THE SHORING AND RE-SHORING, AND PROVIDE A WRITTEN REPORT TO THE AFF. ABOVE FINISH FLOOR FUR. FLOOR PL PLATE 5000 . . . . . . . . . . . . NORMAL WEIGHT. . . . . . . . STRUCTURED FLOORS, ALL OTHER 5. MECHANICAL EQUIPMENT SHALL NOT BE HUNG DIRECTLY FROM DECK. THRESHOLD INSPECTOR PRIOR TO ALL CONCRETE POURS. ALT. ALTERNATE FND. FOUNDATION PERP. PERPENDICULAR CONCRETE UNLESS NOTED OTHERWISE 7. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIALTY ITEMS SUCH AS GLASS SLIDING DOORS AND WINDOWS, AND & AND FTG. FOOTING PROJ. PROJEC110N Remington Hotels, LP 4. CONCRETE PROTECTION FOR REINFORCEMENT, INCLUDING PRIMARY, STIRRUPS, TIES, ETC., SHALL BE 6. DECKING CONTRACTOR SHALL COORDINATE DECK OPENING SIZES AND LOCATIONS FROM MECHANICAL AND BALCONY AND STAIR GUARDRAILS. THESE SHOP DRAWINGS MUST BE DESIGNED, SIGNED, AND SEALED BY A REGISTERED FLORIDA L ANGLE PSF POUNDS PER SQUARE FOOT PROFESSIONAL ENGINEER AND BE SUBMIITiED TO THE ENGINEER OF RECORD FOR APPROVAL. 0 AT GA. GAUGE PSI POUDS PER SQUARE INCH Project Manager AS NOTED BELOW, OR PER ACI 318 FOR CONDITIONS NOT NOTED: ARCHITECTURAL DRAWINGS. THE DECKING CONTRACTOR SHALL PROVIDE HEADER MEMBERS OR REINFORCEMENT g, THE CONTRACTOR SHALL PROVIDE THE :SPECIAL INSPECTOR WITH SHOP DRAWINGS, APPROVED MIX DESIGNS, CURRENT REVISED ANC. ANCHOR GALV. GALVANIZE AS REQUIRED. DR14185 Dallas ParkwaAMANGS, SKETCHES, ETC. ARCH. ARCHITECT GR. GRADE R. REMAINDER OR RADIUS Y CARBONATE AGGREGATES REF. REFER TO OR REFERENCE Suite 1150 LIGHTWEIGHT AGGREGATES BLDG. BUILDING HK. HOOK REIN(. REINFORCEMENT OR REINFORCE Dallas, Texas 75254 CONCRETE PLACED AGAINST SOIL . . . . . . . . . 3 INCHES OWNER RESPONSIBILITIES BM. BEAM H.R. HARD ROCK REM. REMAINDER B.O.S. BOTTOM OF STEEL HORIZ. HORIZONTAL REQ'D. REQUIRED FOOTINGS OR PIERS . . . . . . . . . . . . . . . . 3 INCHES G. STRUCTURAL STEEL 1. THE OWNER SHALL ARRANGE FOR THE (GEOTECHNICAL ENGINEER TO PROVIDE INSPECTION SERVICES TO MONITOR THE PREPARATION BOTT. BOTTOM HT. HEIGHT RTU ROOF TOP UNIT Thornton Tomaseti BASEMENT WALLS . . . . . . . . . . . . . . . . . 2 INCHES (EXTERIOR) OF THE FOUNDATION BEARING SURFACE AND PILE FOUNDATION ELEMENTS. BOT. BOTTOM 1 INCH (INTERIOR) 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: B.L. BUILDING LINE I.D. INSIDE DIAMETER S SIZE (BAR) 2. THE OWNER SHALL ARRANGE FOR AN IMIDEPENDENT TESTING LABORATORY TO PROVIDE FOR MATERIAL SAMPLING AND TESTING BR. L BRICK LEDGE IN. INCH S.A. STUD ANCHOR Structural Engineer GRADE BEAMS (FORMED). . . . . . . . . . . . . . 3 INCHES (BOTTOM) ASTM A572, GRADE 50, TYPICAL SERVICES REQUIRED IN ACCORDANCE NA'1H THE 2001 FLORIDA BUILDING CODE. BRG. BEARING INFO. INFORMATION SECT. SECTION 12750 Merit Drive 2 INCHES (SIDE) ASTM A36, PLATES, ANGLES, AND MISCELLANEOUS FRAMING, U.N.O. 3. THE OWNER SHALL ARRANGE AND ENSUIRE THAT ALL NECESSARY CONSTRUCTION DOCUMENTS, UPDATED AND LATEST BiWN. BETWEEN INT. INTERIOR SCHED. SCHEDULE Suite 750 2 INCHES (TOP) ASTM A588, GRADE 50, WHERE NOTED INFORMATION, CURRENT DRAWINGS, APPIROVED SHOP DRAWINGS, LATEST SKETCHES AND ANY OTHER TYPE OF CORRESPONDENCE BNT. PL. BENT PLATE SHT. SHEET Dallas, Texas 75251 BEAMS & COLUMNS . . . . . . . . . . . . . . . . 1 1/2 INCHES WHICH MAY AFFECT THE INSPECTIONS BIE FURNISHED TO THE SPECIAL INSPECTOR IN A TIMELY MANNER. JT. JOINT SLH SHORT LEG HORIZONTAL SLABS ON GRADE . . . . . . . . . . . . . . . . . . 2 INCHES (TOP) 2. ALL STRUCTURAL STEEL. PIPE SHALL CONFORM TO ASTM A501 OR A53. CANT. CANTILEVER JST. JOIST SLV SHORT LEG VERTICAL THRESHOLD (SPECIAL) INSPECTOR RESPONSIBILITIES cIP CAST IN PLACE SHR. SHRINKAGE ARCHITECTURAL CONCRETE. . . . . . . . . . . . . 2 INCHES 3. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B. CLR. CLEAR K KIPS SIM. SIMILAR Thompson Company 1. PRIOR TO STARTING WITH HIS WORK, THE SPECIAL INSPECTOR AND HIS AUTHORIZED REPRESENTATIVE, IF APPLICABLE, SHALL q_ CENTER LINE K.O. KNOCK OUT SPEC. SPECIFICATION5. JOINTS NOT SHOWN SHALL BE MADE AND LOCATED TO LEAST IMPAIR STRENGTH AND APPEARANCE OF 4. ALL CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL CONFORM TO ASTM A325, U.N.O. CL CENTERLINE STIFF. STIFFENER MEP Engineer STRUCTURE, AS APPROVED. NO HORIZONTAL JOINTS SHALL BE PERMITTED IN CONCRETE EXCEPT WHERE ATTEND APRE-CONSTRUCTION MEETING AT THE OFFICE OF THE STRUCTURAL ENGINEER OF RECORD FOR THE PURPOSE OF BECOMING CMU CONCRETE MASONRY UNIT LLH LONG LEG HORIZONTAL SIL. STEEL 50 Technology Parkway, South THEY NORMALLY OCCUR OR WHERE NOTED. VERTICAL JOINTS SHALL OCCUR NEAR CENTERS OF SPANS AT 5. SHEAR CONNECTORS SHALL BE 3/4 INCH HEADED STUDS PER ASTM A108 AND SHOULD TERMINATE 1 INCH BELOW FAMILIAR WITH THE SPECIFIC STRUCTURAL COMPONENTS AND SYSTEMS WHICH HE WILL BE RESPONSIBLE FOR INSPECTING. CONTR. CONTRACTOR LLV LONG LEG VERTICAL STL. BM. STEEL BEAM Norcross, GA 30092 LOCATIONS APPROVED. THE TOP OF THE SLAB U.N.O. 2. THE SPECIAL INSPECTOR SHALL INSPECT( ALL STRUCTURAL SYSTEMS NOTED BELOW AND IN COMPLIANCE WITH THOSE LISTED UNDER COL. COLUMN LT. LIGHT SYN. SYMMETRICAL THE 'GENERAL" HEADING. COLS. COLUMNS LT. WT. LIGHT WEIGHT S.O.G. SLAB ON GRADE 6. HORIZONTAL JOINTS BETWEEN ANY 1W0 CONCRETE PLACEMENTS SHALL BE PREPARED BY ROUGHENING THE 6. HEADED STUDS SHALL COMPLY WITH ASTM A108, AND SHALL BE AUTOMATICALLY END WELDED PER THE C COMPRESSION LVL. LEVEL SPA. SPACING SURFACE OF THE CONCRETE IN AN APPROVED MANNER SO THAT THE AGGREGATE SHALL BE EXPOSED MANUFACTURER'S RECOMMENDATIONS. COM. COMPRESSION SS STAINLESS STEEL UNIFORMLY LEAVING NO LAITANCE, LOOSENED PARTICLES OR DAMAGED CONCRETE. SOIL/FOUNDATION PREPARATION COMP. COMPOSITE MACH. MACHINE STD. STANDARD 7. WELDING OF STRUCTURAL STEEL SHALL BE PER AWS D1.1, LATEST EDITION. E70T4 AND E70T7 ELECTRODES SHALL CONC. CONCRETE M.L. MATCH LINE 1. THE GEOTECHNICAL ENGINEER OF RECORD FOR THE PROJECT SHALL BE RETAINED BY THE OWNER TO MONITOR THE SITE CONNX. CONNECTION MAT'L. MATERIAL T TENSION FORCE 7. CONFLICTS BETWEEN SCHEDULED AND PLAN OR SECTION DIMENSIONS FOR CAST-IN-PLACE CONCRETE NOT BE USED FOR ANY WELDING CONDITION. PREPARATION ACTIVITIES. FOUNDATION BEARING SURFACES AND PILE FOUNDATION ELEMENTS. CONST. CONSTRUCTION MAX. MAXIMUM T TYPE MEMBERS SHALL BE COORDINATED WITH THE STRUCTURAL ENGINEER. g, WHERE FILLET WELD SIZE IS NOT INDICATED ON WELD SYMBOL, FILLET OR STIRRUP LLET SIZE SHALL BE 1/16th INCH SMALLER THAN 2, THE GEOTECHNICAL ENGINEER SHALL PROVIDE THE THRESHOLD BUILDING INSPECTOR WITH DAILY REPORTS AND A SUMMARY CONT. CONTINUOUS MECH. MECHANICAL TEMP. TEMPERATURE, 8. FOR SLABS ON GRADE, THE MAXIMUM SPACING FOR CONTRACTION AND/OR ISOLATION JOINTS SHALL THE THICKNESS OF THE THINNER OF ELEMENTS TO BE WELDED. REPORT INDICATING THAT THE FOUNDATION BEARING SURFACE IS PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CTR. CENTER MEZZ. MEZZANINE TEN TENSION BE AS NOTES ON PLANS. THE MAXIMUM DISTANCE BETWEEN CONSTRUCTION AND/OR ISOLATION JOINTS GEOTECHNICAL REPORT, SUCH THAT THE FOUNDATIONS FOR THE PROJECT WILL FUNCTION AS INTENDED. CU. 1RD. CUBIC YARD MID. MIDDLE TERM. TERMINATE SHALL BE 80'-0". U.N.O. ISOLATION JOINTS SHALL BE PROVIDED AT COLUMNS. PROVIDE SLAB ON GRADE 9• ALL EXPOSED STEEL CONNECTIONS SHALL BE WELDED, U.N.O. D.B.A. DOWEL BAR ANCHOR MIN. MINIMUM TdcB TOP AND BOTTOM 3. THE INDEPENDENT TESTING AGENCY RETAINED BY THE OWNER SHALL MONITOR BACKFILL AND COMPACTION OPERATIONS AND AS NOTED ON PLANS. PROVIDE ADEQUATE MEANS OF CHAIRING AND ACCESSORY STEEL AS REWIRED DBL. DOUBLE MISC. MISCELLANEOUS T.O. TOP OF TO SECURE POSITION. 10. FABRICATION OF STRUCTURAL STEEL SHALL BE PER AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS AND PROVIDE THE THRESHOLD BUILDING INSPECTOR WITH REPORTS DOCUMENTING THE OPERATIONS HAVE BEEN PERFORMED IN D.P.T.C. DOUBLE PITCHED MFR. MANUFACTURER T.O.C. TOP OF CONCRETE REFAISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. ACCORDANCE WITH THE GEOTECHNICAL REPORT AND THE CONTRACT DOCUMENTS. TOP CHORD MON. MONOLITHIC T.O.F. TOP OF FOOTING SLAB FLATNESS CRITERIA TO BE Ff-35 F -25, . 4. ALL INSPECTION AND TESTING REPORTS PROVIDED TO THE THRESHOLD BUILDING INSPECTOR SHALL BE SIGNED AND SEALED BY A DOUBLE ANGLE T.O.S. TOP OF STEEL 9. PROVIDE 3/4" CHAMFER AT ALL CAST IN PLACE COLUMN, WALL AND CURB CORNERS UNLESS SHOWN 11. THE DESIGN OF ALL STEEL CONNECTIONS SHALL BE BY A DELEGATED ENGINEER. THE DESIGN IS TO BE SIGNED FLORIDA REGISTERED PROFESSIONAL ENGINEER. DIA. DIAMETER N NUMBER T.O. STL. TOP OF STEEL OTHERWISE BY THE ARCHITECT. AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. ALL CONNECTIONS SHALL BE DWGS. DRAWINGS N.S. NEAR SIDE TS TUBE SECTION (STEEL) DESIGNED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE LOADS NOTED. U.N.O. BEAM TO BEAM AND FOOTINGS DWI.S. DOWELS NIC NOT IN CONTRACT TYP. TYPICAL 10. ALL CONCRETE REINFORCEMENT SHALL BE OF DOMESTIC MANUFACTURE AND SHALL CONFORM TO ASTM A615, BEAM TO COLUMN SHEAR CONNECTIONS SHALL BE DESIGNED FOR THE SHEAR CAPACITY OF THE CONNECTED BEAM, NTS. NOT TO SCALE GRADE 60, U.N.O. HEADED STUDS SHALL COMPLY WITH NOTE G6 BELOW. OR THE REACTION INDICATED ON THE PLAN, WHICHEVER IS GREATER. THE SHEAR CAPACITY SHALL BE DEFINED AS 1. REVIEW SIZE AND CONFIGURATION OF FOOTINGS FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. EA. EACH N0. NUMBER U.N.O. UNLESS NOTED OTHERWISE EQUAL TO 1/2 OF THE TABULATED ALLOWABLE UNIFORM LOADS GIVEN IN PART 2, TABLE "ALLOWABLE LOADS ON BEAMS" EA. WAY EACH WAY 11. DEFORMED BAR ANCHORS (NOTED DBA ON DOCUMENTS) SHALL BE NELSON D2L OR EQUAL AS APPROVED BY OF THE AISC MANUAL. FOR ALL COMPOSITE BEAMS, THE ABOVE SHEAR CAPACITY MUST BE MULTIPLIED BY THE 2. REVIEW SIZE, PLACEMENT, AND CLEARANCES OF REINFORCEMENT FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. E.F. EACH FACE O.C. ON CENTER VAR. VARIES THE ENGINEER, AND SHALL CONFORM TO ASTM A108. DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY FOLLOWING FACTORS: 3. REVIEW DOWEL REINFORCING AND DOWEL. LENGTHS SUCH THAT LAP SPLICES WILL BE IN COMPLIANCE WITH THE CONTRACT EJ EXPANSION JOINT O.D. OUTSIDE DIAMETER VERT. VERTICAL END WELDED PER THE MANUFACTURER'S RECOMMENDATIONS. WHEN APPROVED BY THE ENGINEER PRIOR TO DOCUMENTS. EL ELEVATION O.H. OPPOSITE HAND FABRICATION, DEFORMED REINFORCEMENT CONFORMING TO ASTM A706, GRADE 60 MAY BE SUBSTITUTED FOR W8 AND W10. . . . . . . . . . . . . . . . . . . . .FULL CAPACITY OF WEB 4. VERIFY THAT REINFORCING IS SUPPORTED AND PED SUCH THAT IT WILL NOT BE DISPLACED DURING THE CONCRETE POUR. ELEV. ELEVATION OR ELEVATOR OPNG. OPENING W/ WITH DEFORMED BAR ANCHORS, PROVIDED THE WELDING REQUIREMENTS OF ANSI/AWS D1.4 ARE SATISFIED. W12 AND W14 . . . . . . . . . . . . . . . . . . . 2.3 ENGR. ENGINEER W/0 WITHOUT W16 AND W18 . . . . . . . . . . . . . . . . . . . 1.9 EQ. EQUAL W.P. WORK POINT 12. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. W21 AND W24 . . . . . . . . . . . . . . . . . . . 1.75 ESC. ESCALATOR WT. WEIGHT W27 AND W30 . . . . . . . . . . . . . . . . . . . 1.55 STRUCTURAL CONCRETE EXIST. EXISTING WWF. WELDED HARE FABRIC 13. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO ACI 315. W33 AND W36 . . . . . . . . . . . . . . . . . . . 1.45 EXP. EXPANSION 1. MONITOR THE SERVICES OF THE INDEPENDENT TESTING LABORATORY RETAINED BY THE OWNER TO ASSURE THAT CONCRETE EXT. EXTERIOR 14. WHEN PERMITTED, WELDING OF REINFORCEMENT SHALL BE PER ANSI/AWS D1.4. 12. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS PROHIBITED WITHOUT PRIOR APPROVAL CYLINDERS ARE TAKEN IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 15. REINFORCING BARS MAY BE SPLICED ONLY AS SHOWN ON THE DRAWINGS EXCEPT THAT REINFORCING 13. ALL STEEL BEAMS SHALL BE ERECTED WITH CAMBER AS INDICATED ON DRAWINGS, AND ALL BEAMS SHALL BE 2. REVIEW CONCRETE CYLINDER TEST REPORTS PROVIDED BY THE INDEPENDENT TESTING LABORATORY TO ASSURE COMPLIANCE WITHQ THE CONTRACT DOCUMENTS. L Issue Date a Issue aaipdon By cnsac DESIGNATED AS "CONTINUOUS" MAY BE LAP SPLICED 38 BAR DIAMETERS. LAP SPLICES OF CONTINUOUS ERECTED WITH NATURAL CAMBER UP. 3. THE OWNER'S RETAINED TESTING LABORATORY SHALL OBSERVE PLACEMENT OF CONCRETE VERIFYING THAT CONCRETE IS PLACED IN V5,&06 MIX FM RM � WS � REINFORCEMENT IN BEAMS AND TWO-WAY SLABS SHALL BE MADE OVER THE SUPPORT FOR BOTTOM BARS AND ACCORDANCE WITH THE REQUIREMENTS OF ACI 318, THAT CONCRETE IS NOT SUBJECT TO SEGREGATION DURING PLACEMENT, AND THAT 0&1&06 1-1 AT MID-SPAN FOR TOP BARS. 14. NO SHORING OF STEEL BEAMS IS PERMITTED UNLESS INDICATED ON THE PLANS, OR WITH SPECIFIC PRIOR APPROVAL. CONCRETE IS CONSOLIDATED PROPERLY DURING PLACEMENT. THE REPORTS SHALL BE REVIEWED BY THE THRESHOLD ENGINEER. 16. ALL SLEEVES, INSERTS, ANCHORS, AND EMBEDDED ITEMS REQUIRED FOR ADJOINING WORK SHALL BE 15. ERECT METAL FLOOR DECK PER MANUFACTURER'S RECOMMENDATIONS. 4. PERIODICALLY REVIEW CONCRETE PLACEMENT, CONSOLIDATION, AND GENERAL CONSTRUCTION PROCEDURES TO ENSURE THAT THE 20I-0' VERIFIED BY CONTRACTOR AND SHALL BE IN PLACE PRIOR TO CONCRETING. TESTING LABORATORY IS ADEQUATELY MONITORING THESE OPERATIONS. 0 CORNER 133 PSF 17. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE ARCHITECTURAL PLANS 16. SUCTURAL BEPER SSPC SSP2LSHALL BE(HAND TOOL CLEANINIMED PER SSPC G) OR SP3 (POWERNTOOLSTEM NO.CLEANNG). O0. SURFACE PRIMER SHALLBE SSPCOANTALL REINFORCING STEEL CORNER AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCEMENT OF SHOP DRAWINGS. N0. 13, IRON OXIDE, WITH A MINIMUM DRY FILM THICKNESS OF 2.0 MILS. OMIT PRIMER AT SURFACES TO BE BE WELDED, AT CONTACT SURFACES OF SUP-CRITICAL BOLTED CONNECTIONS, AT SURFACES TO BE FIREPROOFED, 1. PRIOR TO THE CONCRETE PLACEMENT, INSPECT GRADE SIZE AND QUANTITY, CONFIGURATION AND SPACING OF REINFORCEMENT AND AT SURFACES TO BE IN CONTACT WITH CONCRETE OR GROUT. TOUCH UP BOLT HEADS, NUTS, FIELD WELDS, USING THE CONTRACT DOCUMENTS AND .APPROVED SHOP DRAWINGS. REPORT ANY DISCREPANCY WITH THE DOCUMENTS AND C. CONCRETE MASONRY UNITS AND ABRASIONS IN SHOP PRIMER WITH SAME PAINT. CONFIRM IF THE PROPER REPAIRS ARE MADE PRIOR TO CONCRETE PLACEMENT. 1. ALL CONCRETE MASONRY UNITS SHALL BE ASTM C90 TYPE '[' (LIGHT WEIGHT), 17. EXPOSED ARCHITECTURAL STEEL SHALL BE PRIMED AND PAINTED AS SPECIFIED, USING AN APPROVED SSPC PAINTING 2. CHECK MINIMUM CLEARANCE REQUIREMENTS FROM CONCRETE SURFACES. SYSTEM RECOMMENDED FOR ENVIRONMENTAL ZONE 18, AS DEFINED IN TABLE 3 Of THE SSPC PAINTING MANUAL. 3. CHECK THAT ALL REINFORCEMENT IS ADEQUATELY SUPPORTED AND TIED TO RESIST SHIFTING DURING PLACEMENT. F/d, (ASSEMBLY COMPRESSIVE STRENGTH Fm = 1900 PSI MIN.) 4. VERIFY THAT ALL REBAR SURFACES ARE FREE Of EXCESS RUST OR OTHER COATINGS THAT MAY AFFECT THE BONDING CAPACITY. i 98 PSF 2. 28-DAY GROUT STRENGTH SHALL BE 2000 PSI MINIMUM. 18. ALL STEEL EXPOSED TO BE WEATHER SHALL BE GALVANIZED. 5. CHECK ALL SPLICE LOCATIONS AND REQUIRED SPLICE LENGTH AS PER CONTRACT DOCUMENTS. EDGE 19. IF ANY DISCREPANCIES BETWEEN SPECIFICATIONS, NOTES AND DRAWINGS ARE NOTED, THE MORE STRINGENT 6. CHECK INSTALLATION OF HOOKED BARS AS PER CONTRACT DOCUMENTS. 3. MORTAR SHALL BE TYPE 'S' OR V. REQUIREMENT GOVERNS. 62 PSF 10'-0" 4. PROVIDE STANDARD JOINT REINFORCING AT 16" O.C. 20. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GR 50 U.N.O. STRUCTURAL STEEL 5. LAP ALL REINFORCING BARS 60 BAR DIAMETERS. 21. UNLESS OTHERWISE NOTED, ALL SHOP CONNECTIONS SHALL BE MADE BY WELDING OR HIGH STRENGTH BOLTS. � 6. DOWELS INTO GRADE BEAMS OR FOOTINGS SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCING. 22 UNLESS OTHERWISE NOTED, ALL FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS CONFORMING TO 1. REVIEW WITH THE ERECTOR THE CONSTRUC110N SEQUENCE INCLUDING TEMPORARY AND PERMANENT BRACING REQUIREMENTS. ASTM A325. CONNECTIONS SHALL BE DESIGNED AS FULLY TENSIONED BEARING TYPE WITH THREADS IN SHEAR 2. CONFIRM WITH THE GENERAL CONTRACTOR THE ALIGNMENT AND PLUMBNESS OF THE MEMBERS OF ONE SEQUENCE BEFORE 7. GROUT MINIMUM OF TWO CELLS WITH SCHEDULED VERTICAL REINFORCING IN EACH CELL AT EACH SIDE PLANE. (TENSION CONTROLLED TEST OFF BOLTS ACCEPTABLE.) ERECTOR PROCEEDS WITH THE NEXT SEQUENCE. OF ALL OPENINGS. 23. UNLESS OTHERWISE NOTED, BOLTS SHALL BE 3/4" DIAMETER. HOLES SHALL BE 1/16" LARGER THAN BOLT SIZE, 3. VERIFY THAT ALL REQUIRED TESTING AND INSPECTIONS ARE COMPLETE BEFORE THE CONTRACTOR PLACES CONCRETE FILL ON 8. ALL CMU WALLS SHALL BE LAID IN RUNNING BOND. UNLESS OTHERWISE SHOWN ON THE DRAWINGS. DECK AND BEAMS. 24. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS PROHIBITED WITHOUT SPECIFIC PRIOR APPROVAL BOLTED STEEL CONNECTIONS 25. STEEL FRAME IS NON-SELF-SUPPORTING. STEEL HORIZONTAL STRUTS AND VERTICAL BRACING ARE REQUIRED TO 1. REVIEW THE CONSTRUCTION DOCUMENTS TO INSURE ALL CONNECTIONS CONFORM TO THE APPROVED SEC110NS AND DETAILS D. STEEL JOIST AND JOIST GIRDER PROVIDE STABILITY FOR THE FRAME AND RESISTANCE TO WIND FORCES. CONTRACTOR SHALL PROVIDE ALL 2. REVIEW WITH THE TESTING AGENCY THE BOLT TIGHTENING METHOD TO BE USED. REVIEW THE TESTING PROCEDURES AND TEMPORARY BRACING REQUIRED TO MAINTAIN STABILITY OF STRUCTURAL SYSTEM UNTIL THESE ELEMENTS ARE IN THE REPORTS REQUIRED BY SPECIFICATIONS WITH THE ERECTOR, GENERAL CONTRACTOR AND TESTING AGENCY. ROOF NOTE: REFER TO PROJECT MANUAL PLACE. FOR GENERAL NOTES, KEY NOTESt. THE DESIGN OF ALL STEEL JOISTS AND JOIST GIRDERS SHALL BE BY A DELEGATED ENGINEER. THE DESIGN IS TO 3. INSPECT ALL CONNECTIONS FOR COMPLIANCE HATH THE CONSTRUCTION DOCUMENTS. VERIFY THE GENERAL FIT-UP, NUMBER, BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. ALL STEEL JOISTS 26. COLUMN ANCHOR BOLTS ARE DESIGNED FOR COMPLETE CONDITION ONLY. CONTRACTOR SHALL PROVIDE ALL SIZE, TYPE GRADE AND LENGTH OF BOLTS. .0 100-0° AND SPECIFICATION ON 11-IIS PROJECT. AND JOIST GIRDERS SHALL BE DESIGNED IN ACCORDANCE WITH THE SJI SPECIFICATIONS. IN ADDITION TO THE TEMPORARY BRACING REQUIRED TO MAINTAIN STABILITY UNTIL ALL BRACING ELEMENTS REQUIRED FOR STRUCTURAL STABILITY ARE IN PACE. WELDED STEEL CONNECTIONS: GRAVITY LOADS, STEEL JOISTS AND JOIST BRIDGING, AND JOIST GIRDERS, MUST BE DESIGNED FOR WIND AND $ MECHANICAL LOADS SHOWN ON THE MECHANICAL DRAWINGS. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF MISCELLANEOUS STEEL SHOWN ON THE STRUCTURAL DRAWINGS 1. REVIEW WITH THE TESTING AGENCY THE METHOD AND PRODUCES TO BE USED IN INSPECTING THE WELDS. REVIEW WITHHEET NOTES � SUCH AS SHELF ANGLES, LINTELS, SUPPORT MEMBERS FOR CURTAIN WALL OR MASONRY AND EDGE ANGLES FOR OPENINGS THE ERECTOR, GENERAL CONTRACTOR AND TESTING AGENCY THE TESTS AND REPORTS REQUIRED BY SPECIFICATIONS. I ISeal/Signature 8. 2. ALL OPEN WEB STEEL JOISTS K AND LH SERIES, AND ALL OPEN WEB STEEL JOIST GIRDERS SHALL BE FABRICATED, AND PERIMETER CONDITIONS. IT IS THE INTENT OF THESE DRAWINGS THAT THESE ITEMS BE FIELD ATTACHED BY FIELD WELDING OR 2. ENSURE THAT DEFECTIVE WELDS ARE CLEARLY MARKED, REPAIRED AND REINSPECTED. UJ FURNISHED AND ERECTED IN CONFORMANCE WITH THE STEEL JOIST INSTITUTE SJI STANDARD SPECIFICATIONS FOR FIELD BOLTING TO MEET TOLERANCES REQUIRED BY THE OTHER TRADES, THESE TOLERANCES MAY BE MORE STRENGENT THAN AISC TOLERANCES. (SJI) 3. ENSURE ALL WELDERS ARE CERTIFIED. OPEN WEB STEEL JOISTS, LATEST EDITION. g 28. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITHTHE ARCHITECTURAL PLANS AND DETAILS AND REPORT ANY 4. INSPECT ASSEMBLED MATERIALS BEFORE WELDING FOR PROPER FIT-UP AND PREPARATION. 3. ALL STEEL JOISTS AND JOIST GIRDERS SHALL BE DESIGNED IN ACCORDANCE WITH THE ABOVE REFERENCED SJI DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCEMENT OF SHOP DRAWINGS. 5. REVIEW THE CONSTRUCTION DOCUMENTS TO INSURE ALL CONNECTIONS CONFORM TO THE APPROVED SECTIONS AND DETAILS / 78 PSF � SPECIFICATIONS. IN ADDITION TO THE GRAVITY LOADS, STEEL JOISTS, JOIST BRIDGING, AND JOIST GIRDERS MUST CORNER 1 � BE DESIGNED FOR THE WIND UPLIFT SHOWN IN THE WIND LOADING DIAGRAM ON THIS DRAWING. H. LIGHT GAGE ROOF DESIGN CRITERIA STEEL DECK 43 PSF 4. THE ENDS OF K SERIES JOISTS SHALL BEAR A MINIMUM OF 2 1/2" OVER STEEL SUPPORTS UNLESS OTHERWISE A. SHOP DRAWINGS: 1. CHECK STEEL DECK FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS. VERIFY GAUGE, MANUFACTURER AND SURFACE FINISH. I Project Name NOTED ON DRAWINGS. THE ENDS OF LH SERIES JOISTS AND JOIST GIRDERS SHALL BEAR A MINIMUM OF 4" OVER 1. SUBMIT SHOP DRAWINGS SHOWING COMPLETE INFORMATION FOR THE FABRICATION AND INSTALLATION OF ALL � STEEL SUPPORTS UNLESS OTHERWISE NOTED ON DRAWINGS. SEATING ANGLES SHALL BE ADJUSTED TO PROVIDE LIGHT GAGE UNITS. INDICATE MEMBER DIMENSIONS AND CROSS-SECTION; LOCATION, SIZE AND GAGE. 2. INSPECT THE DECK FOR POSSIBLE DAMAGE DURING TRANSPORTATION, STORAGE AND ERECTION. S!0 Tlp'N! Rl60rt 991;4 LEVEL BEARING ON SUPPORT SURFACE. 2. SUBMIT COMPLETE DESIGN CALCULATIONS BEARING THE SEAL OFA REGISTERED ENGINEER IN THE STATE OF 3. VERIFY THAT THE DECK IS INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. CHECK LAY-OUT, LAPS � R�� W � FLORIDA FOR REVIEW. CALCULATIONS SHALL INCLUDE COMPLETE STRESS HISTORIES FOR FLEXURE, SHEAR, FASTENINGS, CLOSURE PLATES, WELD PATTERN AND TOUCH-UP PAINTING. VERIFY THE OPENINGS IN DECK AND 5. ALL JOIST TO STRUCTURAL STEEL CONNECTIONS SHALL BE WELDED, EXCEPT AT COLUMNS WHERE FIELD BOLTED TORSION, AND BEARING; CAMBER AND DEFLECTION; AND OTHER INFORMATION REQUIRED TO VERIFY SUPPORTING FRAMES AND MEMBERS. / Project Number V-4 CONNECTIONS SHALL BE USED TO PROVIDE LATERAL STABILITY DURING CONSTRUCTION. ALL K SERIES JOISTS CONFORMANCE WITH GOVERNING CODES. / / �r 4. CHECK FOR ALLOWABLE LOADING ON THE DECK DURING CONSTRUCTION. VW 8 SHALL BE CONNECTED TO SUPPORTS WITH A MINIMUM OF TWO 1/8" x 1" LONG FILLET WELDS, OR WITH TWO 3. SHOW LAYOUT, DIMENSIONS, REACTIONS ON BUILDING STRUCTURE AND IDENTIFICATION Of EACH UNIT TYPE. / CAD File Name � 3/4" DIA. BOLTS. ALL LH SERIES JOISTS SHALL BE CONNECTED TO SUPPORTS WITH A MINIMUM OF TWO 1/4" x INDICATE WELDED CONNECTIONS BY AWS STANDARD SYMBOLS. DETAIL CONNECTIONS, AND JOINTS, 5. FOR CONCRETE FILL ON DECK, VERIFY THAT THE CONSTRUC110N JOINTS IN THE CONCRETE FILL ARE AT APPROVED LOCATIONS. SOl-00 2" LONG FILLET WELDS, OR WITH TWO 3/4" DIA. BOLTS. ALL JOIST GIRDERS SHALL BE CONNECTED TO INCLUDING ACCESSORIES. I Descripdon 8 SUPPORTS WITH TWO 3/4" DIA. BOLTS. 4. SHOW LOCATION AND DETAILS OF CONNECTION REQUIREMENTS RELATED TO REMAINING BUILDING CONS1ftUCTION. 6. VERIFY INSTALLATION OF ALL WELDED WIRE FABRIC (W.W.F.), ADDED REINFORCING, EDGE ANGLES AND REBARS WELDED TO GENERAL NOTES g EDGE ANGLES PER STRUCTURAL DRAWINGS. 6. EXTEND BOTTOM CHORDS OF JOISTS AND JOIST GIRDERS AT COLUMNS. B. FABRICATOR SHALL DESIGN LIGHT GAGE UNITS TO WITHSTAND LATERAL PRESSURES, GRAVITY LOADS, SHIPPING AND ERECTION STRESSES TO CONFORM TO DRAWINGS AND APPLICABLE CODES OF GOVERNING AUTHORITIES. SUBMIT DESIGN WALLS 7. ALL CLIP ANGLES AND OTHER MISCELLANEOUS CONNECTIONS TO JOISTS SHALL BE SHOP WELDED. NOTES AS INDICATED ON DRAWINGS. Qi I Scale � C. LIMIT DEAD LOAD PLUS LIVE OR WIND LOAD DEFLECTION TO SPAN LENGTH OVER 240 LIMIT LVE LOAD DEFLECTION TO SPAN OVER 360. � 8. PROVIDE DIAGONAL BRIDGING BETWEEN JOISTS AS SHOWN ON STRUCTURAL DWGS. SPANNING PERPENDICULAR TO THE JOIST CHORDS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE ANY D. DESIGN MODIFICATIONS MAY BE MADE ONLY AS NECESSARY TO MEET FIELD CONDITI AND TO INSURE PROPER FITTING OF WORK, COMPONENTS AND CLADDING WIND LOADS g AND ONLY AS ACCEPTABLE TO THE ARCHITECT. MAINTAIN GENERAL DESIGN CONCEPT SHOWN WITHOUT INCREASING OR DECREASING SIZE O� o CONSTRUCTION LOADS ARE IMPOSED ON THE JOISTS. BRIDGING MEMBERS SHALL BE DESIGNED IN ACCORDANCE OF MEMBERS OR ALTERING PROFILES AND ALIGNMENT SHOWN. In WITH SJI STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS. E. REFENERCE SPECIFICATION FOR OTHER LIGHT GAGE DESIGN REQUIREMENTS A S O � ■O O 9. ALL BOLT HOLES FOR BRIDGING CONNECTIONS SHALL BE ROUND. SLOTTED HOLES ARE PROHIBITED. 02005 Gensler I KEY NOTES Sea u e esort 40 Ho e enova ion L 02s05 Ashford Hospitality Trust AX AY AZ A B C D E F G H J K L 14185 Dallas Parkway 40'-4" 13'-8" 13'-8" 13'-8" 13'-810 13'-8" 13'-8" 13'-8„ 13'-8" 27'-2" 18'-8" 1 1-0" 8 J- 7'-6" Suite 110 13'-4" 33'-6" Dallas, TX 75254 09 S03.00 .I 08/S03.00 5 :... 07 S03.00 ' , 1 ....: , r. a: to ., r ...... .............. ... .............. is / M ; \ '� ``, .. xa 700 Milani Street X �f �; RE� / \ / " r / / Suite 400 �., oo Houston TX 77002 0o Telephone 713.228.8050 00 00 / / / / / / / i" / ensler Facsimile 713.229.9343 t : - - - ' w , 2_ 1 . 9. , ............. .............. ........... 14 X. x % A i.. — c / i 0 r v 1 1 J i 2 # 00 r E { , 4 i : / s I I , : / r / I i / is { i / F v' Y' r ._ ... / : t_ ........................... / ..........::... _ 01 04 / ^... t , n , n H t 1 LP r, i / S \ r , t K. E "' , l ...... ................... ............. . . Project Manager f .. .. .. 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Suite 750 • Dallas, Texas 75251 x ' - S /J' / i E is �-f Lj7 3. 9 :N. > ....... ......a, ate._ ............... ..... ..... .... i I I �: a,� Th m son Com an .'.. ., ,.. ... .. 08 S03.00-.00c Ti U< I ' MEP Engineer 50 Technology Parkway, South N 30092 Norcross, GA ........ .. ... ... ... /:..,. �.. , ao IIssue Date&Issue Description By Check 05. 6.06 ISSUE FOR PHASE i CONSTRUCTION 71 -06.16.06 ADDEI�tl�I 1-1 NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. g SHEET NOTES 0 1 Seal/Signature X g w tea' a� CL EProject Name 00a Remington HOW Corporation N ti I Project Number Wo0 �o ., CAD File Name In 0 502-0 Description 0 N I A J LEVEL — 1 Scale 0 2' 4' 8' 16' 0 0 0 in 0 N a Q2005 Gensler a 11 7 I � 1 . I - _ - _ -_ _ _ _ __ __ _ - _ - _ KEY NOTES I �.... ......�.. ......... ........� ......... ....I.... ....I... ..". ..... ......I ......... ......... ......... ...... ...... ..... .......... ......... ......... ........ 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S /' . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . / /' / / - 1111..1111... 1111 I/ // // .-.I.,. .I-,. . . . E ........ 1111- .... _1111..1111. 1111.... 1111..1111._...1111 ........ /. / // %/ / / , // / / i / / , ;..... I , / , 1111... ..._..... 1111... 1111..-1111... .......... 10 /� / / / . E / / / / / / / i 1 / / // j ;, 1 iv , // O E , // // E / i // %'/"" I // // / / : 1. i I I � // I/ " /I / " / / /I " 11 I "I // " I � : '/ / , I I : I 01 » > » 1 // I / : : 1� /"I /I //1, / / 'I, " / l : SCALE: 1/8 = 1 -0 1 / ; / I, / / / / I'll .........1111... .. ............. . ................. / / / 1111 1111 1111... 1111..,. �/,, PLAN NOTES � ' i 1. GALVANIZE ALL STEEL, ALL FIELD CONNECTIONS TO BE BOLTED OR SCREWED. TOUCH UP DAMAGED GALV. WITH ZINC RICH PAINT. k k/ 2. TYPICAL SPACING OF LIGHT GAGE ROOF TRUSSES E t // IS SHOWN. LAYOUT OF TRUSSES AT CORNER CONDITIONS ' MAY VARY AS REQUIRED BY MANUFACTURER. COORDINATE i' LAYOUT WITH ENGINEER. ' 3. DESIGN ALL LIGHT GAGE TRUSSES FOR 20 PSF SUPERIMPOSED i` / LOAD, 20 PSF LIVE LOAD, AND WIND LOADS PER THE DIAGRAM IN THE GENERAL NOTES. : / , / /I/ " / " . , , // "I � // // /,/ f /' 0 Issue Date a Issue Description y B Check a E ' 052&06 ISSUE FOR PHASE I OONSTRUCIK)N J ; / 'I/ 1 � // , 1 06.16.06 ADOE�OIl�I1-1 v /% '' '% ; . ". / : 1 f . O ♦ , / 11 , ♦I II I I li II I I I ..... ......... ........ ......... ......... ....... ....... ......... ......... .... ♦ W10;33 . , / 1 O I M I ♦ 1 ♦ I M I » / 1 -0 ;, I_ � 11 d/ K) � ( •) : x / // 51_0» W10x33 51_0» / " I , �/ X : x1 .4 i - .- O o _ / / / . - I _ � _ I / ' �/ /� /I //, . W10x33 / / / i -- _ - / / ,/ - - - 31 i '/ / .,., "I', // .. I // "i / " I / I . // "'I'l I /'i /I , �, : `� I I", : X I �� I *A- I- I X' 1 /l I "j i // // /11 �. / 0 0 / � / / �, 1 1 F. 1 � GC VERIFY IN FIELD ' j/ / / / W10 33 SPACING OF GROUT / / / / . 1% I " I I AND REINF. 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"l. . xI / I I //, j i' /' Project Name ' / { / / ;/ i Sea Tiutle Resort �p : / ;'' ,% ,/' ;` / Remington Hotel Cwpwdm N i / / /' , I Project Number / // / / �' / i 02.5635.000 / / / / i/ CAD File Name & 3 . �� / / x _ / %; SO2 09 i /' / % / / 3 i / i" Description IR � I g j % .: ROOF FRAMING . tr-d , / ----- --�/______--- -�/ ------ -- -_____ - ______L_______ ,__- ----.-- �/ -------}/ ---- -- - ------/` _�-- %/ / / - - / - - PLAN 2� ..................................{........................."........................... .... ............. /.._..........:............../..............:'.... ............ .... f.........1111..:. ._............ ....... /..................................,.................................................... �............-11 11.. G scale 3 A 0 2' 4' 8' 10' W M O LIM9 S02mO9 Q a 9 �_ 5 N 1 ____ ____ - __ 02005 Gensler e a -4 I DRILL & EPDXY 1'-0" #4 x 3'-0" DOWELS TO SAW CUT D/4 DEEP WITHIN KEY NOTES S EXISTING SLAB ON GRADE 12 HOURS AFTER PLACEMENT OFea e eso INTO EXISTING SLAB 0 12" OC CONCRETE. FOR LOCATION, CL u SEE PLAN (MAX 12'0" O.C.). Z • rt JOINT FILLER AS SPECIFIED J NOTE. BRACE WALL UNTILL Hotel SLAB ON GRADE ABOVE IS v `�' T SLAB EL., ; , POURED & IS AT 75% T/ SLAB STRENGTH SEE PLAN o Ashford Hospitality rust • 1418 5 Dallas Parkway -�- REINFORCING - SEE PLAN .� .;:;�;:�;.:... '� :;• w �, o LLI UJ #4 0 12 OC - a Ce SEE GEOTECHNICAL Suite 1100 4 0 12" OC _ - #7 012" OC REPORT FOR SUBGRADE # i PREPARATION Dallas, TX 75254 EA. FACE - #4 0 12" OCDe DRILL & EPDXY 1 -0 i INTO EXISTING CONCRETE • EA. FACE " - T. CONTROL #4 x 3'-0" 0 12 OC EXISTING SLAB VER C #4 L 0 12" OC JOINTS IN WALL #4 L— 0 12" OC EXISTING CONC. 3/4" DIA. S.A. EA. FACE � 0 10'-0" OC - 0 8 OC SLAB-ON-GRADE CONTROL JOINT • • % w �' TOOLED JOINT i' 1 OF 4-#5 REINFORCING - SEE PLAN • 3/4" DIA. SMOOTH DOWEL X 1'-6" LONG AT 12" OC z 4 DOWEL 700 Milani Street COATED TO PREVENT BOND ;' # Suite 400 i - AT ONE END � Houston TX 77002 1'-0" 1'-0" 1'-0" LLJ • c� L NEW W24x76isnsliDr Telephone 713.228.8050 T SLAB EL., � � �� Facsimile 713.229.9343 SEE PLAN o NOTE: AT AREAS WHERE SUPPORTING 1'-0" 1'-0" 1'-0" c..) o WALL IS TO BE REMOVED SHORE now SLAB, INSTALL NEW WF BEAM, CK SEE GEOTECHNICAL REMOVE SHORING REPORT FOR SUBGRADE PREPARATION NEW GRADE BEAM NEW BASEMENT WALL NEW SLAB CONNX. TO EXISTING 01 SLAB-ON-GRADE - CONSTRUCTION JOINT 04 TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION 05 TYPICAL SECTION SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 03 TYPICAL DETAIL SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 5/8" PL 6" x 2'-0" ,. Remington Hotels, LP 4" 10" 4" WITH (4) 5/8 DIA. x 5 5/8 HILTI HAS SS ANCHORS 5/8" PL 6" x 2'-0" IN R 500 ADHESIVE WITH (4) 5/8" DIA. x 5 5/8" Project Manager HILTI HAS SS ANCHORS 14185 Dallas Parkway IN RE 500 ADHESIVE Suite 11 50 PROVIDE NEOPRENE Dallas, Texas 75254 PROVIDE NEOPRENE I I I I WASHER BETWEEN ROOF WASHER BETWEEN ( I I I GALV. ALL STEEL STAINLESS AND GALV. ' STAINLESS AND GALV. I I I I o TOUCH UP WELDS STEEL 4" 10" 4" Thornton Tomaseti STEEL I WITH ZINC RICH PAINT O i i I I j' !, �%;i j %� �� ;' i�� Structural Engineer PL 1/2 x 4 4'-4" I I 5/8" 6" x 2'-0" 12750 Merit Drive T/CONC. EL. DIAGONAL PLT I I CJP I I " WI (5) /8" DIA. x 5 5/8" C) Suite 750 PER PLAN o I I I I TYP. I I 8 HILTI SS ANCHORS Dallas, Texas 75251 o I I I I I I 2'-8" IN RE 500 ADHESIVE . o ( I - - - - - - I ( TYP. 1/4 I I LEVEL 8 � - - - - - - - - I I I Thompson Company - - - - - - - - - - - PROVIDE NEOPRENE — — — — — — — — PL 1/2 x 4 I I rt WASHER BETWEEN " " " " CONT. KEY DIAGONAL PLT I 0 STAINLESS AND GALV. 4 5 5 4 MEP Engineer W WATER STOP COLUMN NOT SHOWN I I STEEL 50 Technology Parkway, South / 1'-0" FOR CLARITY a o HSS6x6x 3/16 FRAME I I � � / Norcross, GA 30092 #5 0 12" O.C. EA. FACE 0 EA. FLOOR C5 I I DI 1/2 x 4 • NEW FRAMING @ EXT. MECH. CHASE o I ( DIAGONAL PLT I i #4 0 12" O.C. EA. FACE I I o I I I I M LEVEL 7 _ o • T CONC. EL. WE S R W TO 18 G STUDS I I I PER PLAN / I o I 2'-3" I I � PL 1/2 x 4 " 0 NP, I � TYP. DIAGONAL WELD CONT. KEY W/ WATER STOP COLUMN NOT SHOWN Q CJP _ _ _ _ _ _ _ FOR CLARITY �• 1/4 .01 TOWER FLOOR CJP #4 0 12" O.C. HSS6x6x 3/16 COL. HSS6x6x 3/16 �'• COLUMN NOT SHOWN Q T&B EA. WAY 0 CORNERS - - - FRAME 0 EA. FLOOR A. MI STUDS FOR CLARITY 18 G N S LEVEL 6 IN BETWEEN I I 10/S0.3.00 GALV. ALL STEEL GALV. ALL STEEL TOUCH UP WELDS HSS6x6x 3/16 TOUCH UP WELDS WITH ZINC RICH PAINT FRAME 0 EA. FLOOR WITH ZINC RICH PAINT 1/4 INFILL WITH 18 GA. STUDS (MIN.) SECTION A 06 ELEVATOR PIT, CHASEOUTSIDE CORNER CHASETYPICAL CHASE INSIDE CORNER 07 LEVEL 5 � SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" LEVEL 4 Q Issue Date&Issue Description By Check 0626x06 ISSUE FIOR PHASE I CIMIRLCM HSS6x6x 1/4 1 06.16x06 11DDEI�IlIr1 1-1 (TYP-) LEVEL 3 LEVEL 2 10 CHASE ELEVATION NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. 8 SHEET NOTES Seal/Signature X 8 c M v W d � f �P E Project Name Sea Turtle Rewt Remington Hotel Cwpwaft Project Number 0 0 lCAD File Name r; S03-00 113escription 8 SECTIONS & DETAILS r; J Scale 7 H o� O fr'! O Ln S03n00Q �Q a tD O O N e 02005 Gensler a KEY NOTES 0 Sea u e esu0 := Hotel Renovati* on METAL PANEL ON 1 / METAL PAN L ON (3) EQ. SPA. PURLINS (3) EQ. SPA. Z PURLINS � Ashford HospitalityTrust / NOTE: � / LIGHT GAGE FRAMING TO BE / / 14185 Dallas Parkway DESIGNED BY REGISTERED P.E.IN STATE OF FLORIDA (TYP.) �I ,- Suite 1100 1 i LIGHT GAGE TRUSS / LIGHT GAGE TRUSS Dallas TX 75254 SEE ARCH. DWGS. FOR 1 SEE ARCH. DWGS. FOR / I EXTENTS OF ROOF. " I EXTENTS OF ROOF. 3/4" MARINE GRADE ! TRUSS GEOMETRY BY 3/4 MARINE GRADE / TRUSS MANUFACTURER PLYWOOD & CLAY TILE %- � TRUSS GEOMETRY BY PLYWOOD & CLAY TILE / / TRUSS MANUFACTURER 5'-9" 8'-6" 01.0 lot I 4" x 12 GAGE MIN. � / 700 Milani Street 4" x 12 GAGE MIN. Z j � � �� „ PURLINS � 2'-0" OC MAX. �� 0-099 �_ " Suite 400 PURLINS ® 2' 0" OC MAX. , 1 -0 8-6 I �/ 18 6 01 Houston TX 77002 Telephone 713.228.8050 ons or Facsimile 713.229.9343 HORIZONTAL SLOTS / / / HORIZONTAL SLOTS � AT CONNX. 1/2" THICK STIFF s 1 -, AT CON PLATE EA. SIDE (4) 3/4" DIA. BOLTS (TYP.) 4 0 0 0 Co cC)n o � � I o O N I CD% % 1 W10 Remington Hotels, LP % % = I I L5x5x 1/4 x 5" EA. SIDE „ I = / L5x5x 1/4 x 5" EA. SIDE HSS8x8x 3/8 I 1 Project Manager WITH (2) 1/2 DIA. x 3 1/2 WITH (2) 1/2" DIA. x 3 1/2" W10 I I W10 W10I EMBED HILTI SS KB III (TYP. ® REAR) I I 14185 Dallas Parkway 1 EMBED HILTI SS KB III I I / II (PROVIDE NEOPRENE WASHERS BETWEEN BEYOND I Suite 1150 (PROVIDE NEOPRENE WASHERS BETWEEN HSS8x8x 3/8 I ° LESS & GALV. STEEL C4 1 I STAINLESS & GALV. STEEL) �, I I W10 Dallas, Texas 75254 STAIN ) (TYP. ® REAR) 4„ 6„ I RIGGING CONNX. ( / I PL 1 1/2 x 16 x 2 0 HSS6x6x 1/4 BEYOND I HSS6x6x 1/4 ►� PL 11/2 x 16 x 2'-0" AS REQ D. I I I (TYP. o FRONT) WITH (4) 1" DIA. F1554 I I I (TYP ® FRONT I I000 " I I BEYOND GR 50 RODS x 4'-6" I I • 3/16 BEYOND EXISTING CONCRETE WITH (4) 1 DIA. F1554 �' 3/16 EMBED INTO EXISTING CMU Thornton Tomaseti GR 50 RODS x 4'-6" ji =3 EMBED INTO CMU %,//�/; �� / �� %i / / / g Structural Engineer PL1 x8xit—off �0 WITH � ) / EMBED HIL11 SS KB III G CONCRETE 4 1 2" DIA. x 1/4 �' 12750 Merit Drive c� � `r' 3 1/2 EXISTINSuite 750 Z Z (PROVIDE NEOPRENE WASHERS BETWEEN = PL 1 x 8 x 1'-0" g" Dallas, Texas 75251 STAINLESS & GALV. STEEL WITH (4) 1/2" DIA. xEXISTING CONCRETE EXISTING CMU • • 3 1/2- EMBED HILT] SS KB III (PROVIDE NEOPRENE WASHERS BETWEEN Thompson Company STAINLESS & GALV. STEEL) • • " W UJ MEP Engineer 6" EXISTING CMU o = • • m 50 Technology Parkway, South M W o� w Norcross, GA 30092 GROUT CMU • • SOLID ABOVE SECTIONSECTION RODS GROUT CMU SOLID 02 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" ABOVE ANCHOR RODS PL3/8x3x3 PL3/8x3x3 01 SECTION (TYI (TYP.) SCALE: 3/4" = 1'-0" A 1 METAL PANEL ON LIGHT GAGE TRUSS I Issue Date&Issue Description By Check illillillillilllllllllllllllllilolI (3) EQ. SPA. Z PURLINS 11= FIM PHASE 1 00161 C110N 1 OM06 ADDD�IlY 1-1 F I � 1 SEE ARCH. DWGS. OR EXTENTS OF ROOF. 1'-0" 7'-6" LIGHT GAGE TRUSS TRUSS GEOMETRY BY 1 TRUSS MANUFACTURER � 1 1 SEE ARCH. DWGS. FOR SEE ARCH. DWGS. FOR EXTENTS OF ROOF. EXTENTS OF ROOF. 3/4" MARINE GRADE TRUSS GEOMETRY BY 3/4" MARINE GRADE 3/4" MARINE GRADE TRUSS GEOMETRY BY PLYWOOD & CLAY TILE TRUSS MANUFACTURER PLYWOOD & CLAY TILE PLYWOOD & CLAY TILE TRUSS MANUFACTURER 1'-0" 7'-6" 4" x 12 GAGE MIN. Z PURLINS ® 2'-0" OC MAX. HORIZONTAL SLOTS AT CONNX. / \ cin V) 01 CD N v O 4" x12 GAGE MIN - - - - - - - - - - - - - - - - - - - - - - - - - 4" x 12 GAGE MIN. � PURLINS '-0" OC MAX. � „ � � " � I 1 PURLINS ® 2 0 OC MAX. URL ® 2 1 _0 g_6 I I / I I I I I I HSS6x6x 1/4 PIPE 6 BEYOND JI I I ( I I BEYOND Is W10 I W10 01 _ HORIZONTAL SLOTS / AT CONNX. / Z PL x8x1'-0" HORIZONTAL SLOTS WITH (4) 1/2" DIA. x AT CONNX. I 3 1/2 EMBED HILTI SS KB III 0 1 (PROVIDESTAINLESS GALV. STEEL ERS BETWEEN C> C1s AI ) FER TO PROJECT MANUAL CD N 0 8 / FOR GENERAL NOTES, KEY NOTES, C" AND SPECIFICATION ON THIS PROJECT. = L5x5x 1/4 x 5" EA. SIDE = L5x5x 1/4 x 5" EA. SIDE • • = I I WITH (2) 1/2" DIA. x 3 1/2" I NEOPRENE WASHER BETWEEN 1 I WITH (2) 1/2" DIA. x 3 1/2" I 6" 1 C) S I EMBED HILA SS KB III W10 I I STAINLESS AND GALV. STEEL � EMBED HILTI SS KB III �0 SHEET NOTES II PROVIDE NEOPRENE WASHERS BETWEEN ( ( „ II PROVIDE NEOPRENE WASHERS BETWEEN Seal/Signature x �, I ( HSS8x8x 3/8 1 1 PL 1 1/2 x 24 x 32 WITH I 1 ( HSS8x8x 3/8 I I N 8 / STAINLESS & GALV. STEEL) " STAINLESS & GALV. STEEL) N" HSS6x6x 1 4 (TYP. o REAR) I I (6) 7/8 "DIA. HILTI HAS SS j /; 1 1 (TYP. o REAR) 4" fi" I o W "' j I I / BEYOND 11 I x 10 1/2 EMBED IN RE 500 ,, 1 1 HSS6x6x 1/4 BEYOND I „ /� I I I (TYP. ® FRONT) 1 ADHESIVE �� 1 1 1 (TYP. o FRONT) 1 1 PL 1 1/2 x 16 x 2 -0 3/16 BEYOND • • • • • • BEYOND WITH (4) 1" DIA. �F1554 SECTION / GR 50 RODS x 4-606 j SCALE: 3/4" = 1'-0" 1 x 8 x 1'-0" " ' III PL 1 x 8 x 1'-0"QD EMBED INTO CMU PL 4 4 1 _0 WITH (4) 1/2" DIA. x WITH (4) 1/2" DIA. x 3 " EMBED HILTI SS KB III 1/2 U? 3 1/2" EMBED HILTI SS KB III / (j1 Z � f (PROVIDE NEOPRENE WASHERS BETWEEN „ (PROVIDE NEOPRENE WASHERS BETWEEN E STAINLESS & GALV. STEEL) 8 STAINLESS & GALV. STEEL) Project Name n Seo Turtle Resort Ln Remington Hotel Corpora Pe 6F- '� • • • • / Project Number I o 6 6 Mid- m / 02.5635.000 CAD File Name S ' GROUT CMU SOLID Description g f ABOVE ANCHOR RODS SECTION 05 SECTION �, SECTIONS & DETAILS :5 041 9 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" jX// a Scale G PL3/8x3x3 (TYP-) LO 8 B N a 02005 Gensler a I KEY NOTES Sea Turtle Resort e Hotel Ashford Hospitality Trust 14185 Dallas Parkway 1-01 Suite 1100 1/4" CAP PLATE ANGLES BEYOND BOLTED WELDED CENTERLINE OF COLUMN Dallas TX 75254 3/83/4 DIA. BOLTS THRU PLATE WITH 1/4 (3) N W10 COPE TOP FLANGE � COPE TOP & BOTTOM � EA. SIDE - — AS REQ'D FLANGE AS REQ'D 17 (2) 3/4" DIA. BOLTS 3/16 V M 77 IN SLOTTED HOLES 6 6 STANDARD AISC DOUBLE DESIGN CONNECTION PER W10 ANGLE CONNECTION GENERAL NOTES a / \ — w — PL 14"x 1 -3" '� �� " 1/2- CAP PLATE m —� `�' z Y RZ� I W10 HSS6x6 I I NOTCH COLUMN, ENTER II W10 I ( W10 L6x4x 1/4 W/ 1/2" DIA. I I PLATE FROM TOP, AND I x3 1/2" EMBED HILTI SS I I SHOP WELD AS SHOWN. I I KBIII (PROVIDE NEOPRENE I I 700 Milam Street WASHER BETWEEN STEEL BEAM - SEE PLAN 1/4 4-12 - - Suite 00 � STAINLESS AND GALV. 4 1'X 77 2 L6x6x 1 4"x 6" I I STEELS) STEEL COLUMN - SEE PLAN NOTE: TS COLUMN SHOWN, Houston � I ( 1 4 � ��' � � �� ;�� ;�'i�� /;��%�, DESIGN CONNECTION PER " I I SIMILAR FOR PIPE COLUMN Telephone 713.228.8050 W/ 1/4 THK. PROVIDE 1 4 DIA. WEEP Facsimile 713.229.9343 Gensler STIFF. PLATE TYP. I I GENERAL NOTES, UNO HOLE AT BASE OF COLUMN I I 1 4HSS8x8 I I NOTE: FOR CORNER COLUMNS, ONE-SIDED CONNECTIONS, OR UNEQUAL BEAM SPANS ON OPPOSITE SIDES OF COLUMN, DESIGN KNIFE PLATE TO BEAM CONNECTION SUCH THAT NO MOMENT IS INDUCED INTO THE COLUMN. (SEE AISC TABLES FOR ECCENTRIC LOADS ON FASTENER GROUPS & WELDS). 01 SECTIONBEAM TO BEAM SHEAR CONNECTION BEAM TO TS/PIPE COLUMN CONNECTION SECTION SECTION SCALE: 3/4" 1' = -0" 04 TYPICAL DETAIL 05 TYPICAL DETAIL. Remington Hotels, LP Project Manager 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 CHILLER (4) 1" DIA. x 1'-2" VERIFY IN FIELD EMBED F1554 GR 50 THAT CMU IS GROUTED Thornton Tomaseti RODS SOLID LL2 1 2 x 2 x 1 4 WITH 2 Structural Engineer W10 „ / / " ( ) 12750 Merit Drive 3/4 DIA. BOLTS ® 5/8 GUSSET PLATES GC COORD. REQUIREMENTS & Suite 750 LOCATION OF ISOLATORS I I REMOVE CMU Dallas, Texas 75251 PROVIDE 3/8" THICK STIFF C1200 (GALV.) WITH I I AT NEW DOOR PLATES EA. SIDE 3/4- DIA. F1554 GR55 EXISTING ANCHOR RODS GALV. = " CONCRETE (GALV.) I I Thompson Company — 4 #7 x 10 IN RE500 ADHESIVE — I I EMBED IN HILTI 12" WIDE PILASTER EXTEND 2'-0" PAST W10 I I RE 500 ADHESIVE OPENING 3 I — I MEP Engineer 3- #3 o -1 50 Technology Parkway, South — — © ° o REMOVE UPPER PORTION o I I HSS8x8x 1/4 (TYP.) o I " I OF CURB AT DOOR, Norcross, GA 30092 / PAINT REBAR WITH 1" THICK BASE PLATE WITH � 1 �q� (4) 1/2" DIA. 4 1/2" EMBED SS HILA ZINC RICH PAIN Z I I 2 I I � " HAS RODS IN RE 500 ADHESIVE EXISTING CONCRETE Lf T71 06 SECTION 07 SECTION 08 SECTION. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" IL� issue Date&Issue Description By Check MUG ISSUE FM PHASE I OOHS'11�UC110N 1 06.1606 ADDEI6a M 1-1 NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICA11ON ON THIS PROJECT. 8 SHEET NOTES Seal/Signature X 8 c M pUJ Q J v d E Project Name a Sea Title Reewt Remington Hotel Corporation y� I Project Number 0 ICAD File Name 0 SO4-01 Description g SECTIONS & DETAILS J �2 Scale C� C !r'1 O Y9 d1 SO4n0l a N i Q 92005 Gensler a KEY NOTES S I" ea I'I urtle Resort Hotel Renovatl* on HVAC LEGEND Ashford Hospitality Trust p ty DUCTWORK LEGEND I (DUCT SYMBOLS) PIPING LEGEND 14185 Dallas Parkway x DETAIL NUMBER DRAWING WHERE SHOWN TYPICAL 90 °LOW PRESSURE DUCT ELBOW NIT HEATER – WALL MOUNTED (FURNISH AND INSTALL DOUBLE THICKNESS CHWS CHILLED WATER SUPPLY UNI Mxx Suite 1 104 TURNING VANES NOT SHOWN). EQUIPMENT DESIGNATION4 °L W PRESSURE DUCT ELBOW I MANUAL DAMPER —CHWR CHILLED WATER RETURN STRAINER Dallas, TX 75254 EQUIPMENT NAME (PIU/VAV) TYPICAL 5 0 XXX (FURNISH AND INSTALL DOUBLE THICKNESS X1 X EQUIPMENT NUMBER TURNING VANES NOT SHOWN). DUCT ELBOW WITH DOUBLE CWS CONDENSER WATER SUPPLY STRAINER AND BLOWDOWN ASSOCIATED AIR HANDLING UNIT TYPICAL LOW PRESSURE SUPPLY TEE THICKNESS TURNING VANES CONNECTION (FURNISH AND INSTALL R---= DUCT RISE IN DIRECTION OF ARROW DOUBLE THICKNESS TURNING VANES, AND DUCT TEE CONNECTIONS CWSCONDENSER WATER RETURN GATE VALVE SPLITTER DAMPER SEE DETAILS). I i D DUCT DROP IN DIRECTION OF ARROW !BRANCH TAKE–OFF ---D--- DRAIN GLOBE VALVE TYPICAL LOW PRESSURE SUPPLY TAKE OFF AND SECTION CUT LINE DAMPERRNISH NOT SHOWN SEELDETAILS)ER DUCT TRANSITION REDUCTION IN --- CWS iHOT WATER SUPPLY =BALANCING VALVE SIZE IN DIRECTION OF ARROW SECTION NUMBER FLEXIBLE RUNOUT WITH SPIN–IN --- HWR HOT WATER RETURN --�rE--- €BUTTERFLY VALVE 700 Milani.Street DRAWING WHERE SHOWN FITTING AND MANUAL DAMPER TYPICAL LOW PRESSURE RETURN OR 11ou 4 0 EXHAUST TAKE OFF (SEE DETAILS). � MU MAKE–UP WATER °BALL VALVE Houston TX 770 11 TEMPERATURE SENSOR R Telephone 713.228.80-150 RISE IN DIRECTION OF ARROW ensler p Facsimile 713.229.9343 O ::IT THERMOSTAT D DROP IN DIRECTION OF ARROW D PIPE ANCHOR GAUGE COCK OE TERMINATED OPEN—ENDED DUCT EXPANSION LOOP H 0 HUMIDISTAT NECK SIZE 24'X24' CEILING DIFFUSER – --QM MOTOR OPERATED DAMPER 0X0 FIRST NUMBER INDICATES INSIDE WIDTH �P�' PRESSURE REDUCING VALVE ® C M 4–WAY THROW UNLESS NOTED OTHERWISEL__jSECOND NUMBER INDICATES INSIDE LENGTH REVISION NUMBER VIBRATION ISOLATOR PIPE GUIDE sRELIEF VALVE ® -��— 24 X24 RETURN AIR GRILLE D BDD AAV AUTOMATIC AIR VENT MOTOR OPERATED VALVE DUCT SMOKE DETECTOR (�-�–ti-- 24"X12" RETURN AIR GRILLE BACKDRAFT DAMPER Q � ° �S SMOKE SENSOR DETECTOR SLOT DIFFUSER �� UNDERCUT DOOR (AMOUNT) I BLIND FLANGE NON–SLAM CHECK VALVE (FLOW DIRECTION) _� SUPPLY OR OUTDOOR AIR FLOW DIRECTION THERMOMETER PLUG COCK O ROUND DUCT SECTION ............................................2 ;MEDIUM PRESSURE DUCT :DUCT SECTION NEGATIVE PRESSURE � RETURN OR EXHAUST AIRFLOW DIRECTION PRESSURE GAUGE AND COCK '•PETES' PLUG Remington Hotels, LP I Project Manager X__ SIDEWALL DIFFUSER TRANSFER DUCT ABV 14185 Dallas Parkway IDUCT SECTION POSITIVE PRESSURE I CLG WITH WIRE MESH INCREASER OR DECREASER (CONCENTRIC} PRESSURE REDUCING VALVE ASSEMBLY I I �SCREEN ON END Suite 1150 Dallas, Texas 75254 00X00 ,DUCT SIZE (WIDTH X DEPTH) 'DUCT END CAP ELBOW TURNED UP ® FLOOR DRAIN – SEE PLUMBING DRAWINGS PLENUM OVER CEILING MOUNTED SLOT DIFFUSER C ELBOW TURNED DOWN C I PIPE TURNED DOWN OVER Thornton Tomaseti MANUAL DAMPER OPPOSED BLADE RADIUS TURN ELBOW s HUB DRAIN OR FUNNEL DRAIN CO CARBON MONOXIDE SENSOR I SUPPLY DUCT SIDE OUTLET E CAP Structural Engineer FD 12750 Merit Drive FIRE DAMPER CROSS SECTION UP Suite 75 FLY FAN – WITH ID TAG FSD FIRE/SMOKE DAMPER FFXX SUPPLY DUCT DN J TEE OUTLET UP ,PUMP (ARROW IN DIRECTION OF FLOW) Dallas, Texas 75251 0 I� EFD:? L.S. FIRE DAMPER, FIRE/SMOKE DAMPER LOUVER AND SCREEN � RETURN SUP OEXHAUST Y TEE OUTLET DOWN FSD IN FLOOR SLAB CROSS SECTION Thompson Company RETURN OR EXHAUST MEP Engineer SD SMOKE DAMPER WALL MOUNTED PROPELLER FAN _.._.„_+.... $ DUCT DN 50 Technology Parkway, South FLEXIBLE I DUCT CONNECTION _ 24x12 DUCT SIZE Norcross., GA 30092 � ROOF MOUNTED CENTRIFUGAL FAN (WIDTH X DEPTH) XSTATIC PRESSURE SENSOR O 24"0 ROUND DUCT SIZE j MARK (DIAMETER) X0X DUCT MOUNTED SMOKE DETECTOR xx XXX AIRFLOW (CFM) O XX"O NECK SIZE MEDIUM PRESSURE FLEXIBLE RUNOUT TO TERMINAL UNIT HVAC ABBREVIATIONS ABBREVIATION/DEFINITION ABBREVIATION/DEFINITION ABBREVIATION/DEFINITION ABBREVIATION/DEFINITION ABBREVIATION/DEFINITION AAV AUTOMATIC AIR VENT CWS CONDENSER WATER SUPPLY FT FEET NOM NOMINAL RRUP REFRIGERATION RACK UNIT PUMP ABV ABOVE C C COOLING COIL FT g SQUARE FEET NO. NUMBER OR DESIGNATION S.A. SUPPLY AIR 0 Issue Date&Issue Description By Check AC ABOVE CEILING D DRAIN GAL GALLQN(S) NPSHA NET POS. SUCTION HD AVAIL SCHWP SECONDARY CHWP AD ACCESS DOOR DB DRY BULB GE GREASE EXHAUST N/A NOT APPLICABLE SD SPLITTER DAMPER 1 r)4.')8. KBg GL ADJ ADJUSTABLE dB DECIBEL GEF GREASE EXHAUST FAN N.C. NORMALLY CLOSED SE SMOKE EXHAUST S)Cht"-lATIC IP CIN 1""? �rk,C11AGE AFF ABOVE FINISH FLOOR DEMO DEMOLICH AND REMOVE GPM GALLONS PER MINUTE N.O. NORMALLY OPEN SG SUPPLY GRILLE AHU AIR HANDLING UNIT D DEMOLISH AND REMOVE GR GRILLE O.A. OUTSIDE AIR SP STATIC PRESSURE IN. W.G.) 2 05.26.06 SMtAil `A/LT ARCH ARCHITECT DG DOOR GRILLE HD HEAD OBD OPPOSED BLADE DAMP S SQUARE ISSIJE FOR PFIASE i CONSTR(1'("'I U1,11 BD BACKDRAFT DAMPER DIA DIAMETER HP HORSEPOWER OC ON CENTERS SR SUPPLY REGISTER BOH BACK OF HOUSE DIFF DIFFUSER HR HOUR OE OPEN–END SS STAINLESS STEEL BTU BRITISH THERMAL UNIT DN DOWN _HFC HEATING COIL OPNG OPENING STR STRUCTURAL BTUH BRITISH THERMAL UNIT HOUR DWGS DRAWINGS HHWR HEATED WATER RETURN PCHW PRIMARY CHILLED WATER TCHWP TERTIARY CHWrP BOT BOTTOM (E) EXISTING TO REMAIN HHWS HEATED WATER SUPPLY PCHWP PRIMARY CHWP TD TRANSFER DUCT CAP CAPACITY E.A. EXHAUST AIR IN INCHES PCHWR PRIMARY CHWR TE TOILET EXHAUST CD CEILING DIFFUSER EAT ENTERING AIR TEMPERATURE KEF KITCHEN EXHAUST FAN PCHWS PRIMARY CHWS TEF TOILET EXHAUST FAN CFM CUBIC FEET PER MINUTE EDH ELECTRICAL DUCT HEATER KW KILOWATT PH ELECTRICAL PHASE TG TRANSFER GRILLE CH CHILLER EF EXHAUST FAN LAT LEAVING AIR TEMPERATURE PIU POWERED INDUCTION UNIT TRANS TRANSITION CHW CHILLED WATER EG EXHAUST GRILLE LBG LINEAR BAR GRILLE PLBG PLUMBING TYP TYPICAL CHWP CHILLED WATER PUMP ENGR ENGINEER LBS. POUNDS PRV PRESSURE REDUCING VALVE T'STAT THERMOSTAT OR TEMP. SENSOR CHWR CHILLED WATER RETURN ER EXHAUST REGISTER LD LINEAR SLOT DIFFUSER PSIA POUNDS PER SQ. IN. ABSOLUTE UC UNDERCUT CHWS CHILLED WATER SUPPLY ERU ENERGY RECOVERY UNIT LF LINEAR FEET PSIG POUNDS PER SQ. IN. GAUGE UH UNIT HEATER CLG CEILING ESP EXTERNAL STATIC PRESSURE LRAG LINEAR RETURN AIR GRILLE R EXISTING SHOWN RELOCATED UNO UNLESS NOTED OTHERWISE CO CLEANOUT ET EXPANSION TANK LVD LOUVERED DOOR R.A. RETURN AIR VAV VARIABLE AIR VOLUME UNIT COMP COMPRESSOR EWT ENTERING WATER TEMPERATURE LWT LEAVING WATER TEMPERATURE RAD RETURN AIR DUCT VB VACUUM BREAKER CONC CONCRETE EXIST EXISTING L&S LOUVER & SCREEN RAG RETURN AIR GRILLE VEL VELOCITY COND CONDENSATE EXH EXHAUST MAX MAXIMUM RAR RETURN AIR REGISTER VFD VARIABLE FREQUENCY DRIVE CONN CONNECTION FA FREE AREA MBH 1000 BTU/HOUR (RE) RELOCATE EXISTING WB WET BULB CONT CONTINUATION FCU FAN COIL UNIT MVD MANUAL DAMPER REG REGISTER WC WATER COLUMN CP CONTROL PANEL FD FIRE DAMPER MIN MINIMUM RG RETURN GRILLE WG WATER GAUGE CTU COMPUTER/TELEPHONE UNIT FF FLY FAN MOD MOTOR OPERATED DAMPER RH RELATIVE HUMIDITY W/ WITH Cu CONDENSING UNIT FL FLOOR MTD MOUNTED RMH ROOF MOUNTED HOOD F DEGREES FAHRENHEIT CW CONDENSER WATER FLEX FLEXIBLE (N) NEW RPM ROTATIONS PER MINUTE % PERCENT CWP CONDENSER WATER PUMP FOD FACE OPERATED DAMPER NC NOISE CRITERIA RTU ROOF TOP UNIT CWR CONDENSER WATER RETURN FSD FIRE/SMOKE DAMPER NK NECK RRU REFRIGERATION RACK UNIT NOTE: REFER To PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET NOTES iSeal/Signature Project Name Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD File Name 2504/—i+�O-00 Description LEGEND AND ABRREVIA.T101-,JS IScale 02005 Gensler 6/15/2006 3:16:22 PM T:\2005\25047\Cad\Tiffs\Addendum - 06-15-2006\PRF\25047-M00-00.prf soneal i KEY NOTES Sea Turtle Resort Hotel Ashford Hospitality Trust 14185 Dallas Parkway GENERAL NOTES PIPING SHEET METAL Suite 1100 Dallas, TX 75254 1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS. GENERAL (CONT.) 1. PIPING IN ANY WATER SYSTEM SHOULD SLOPE 1. ALL DUCTWORK SHALL BE ABOVE DOORS AND WINDOWS. IT IS INTENDED THAT A COMPLETE HVAC SYSTEM BE PROVIDED WITH ALL NECESSARY EQUIPMENT, UP IN DIRECTION OF WATER FLOW. USE 1/2" APPURTENANCES, AND CONTROLS, COMPLETELY COORDINATED WITH ALL DISCIPLINES. ALL PARAMETERS GIVEN 33. PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT GATE VALVE WITH HOSE CONNECTION AND CAP 2. FIELD ERECTED AND FACTORY ASSEMBLED AIR HANDLING UNIT IN THESE DOCUMENTS SHALL BE STRICTLY CONFORMED WITH ANY ITEMS AND LABOR REQUIRED FOR A TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE. SHALL BE INSTALLED FOR BASE OF RISER DRAIN. SHALL BE ARRANGED FOR COIL REMOVAL FROM THE UPSTREAM COMPLETE HVAC SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS, AND THESE CONTRACT SIDE WITHOUT DISMANTLING SUPPORTS. PROVIDE GALVANIZED DOCUMENTS SHALL BE FURNISHED WITHOUT INCURRING ANY ADDITIONAL COST TO THE CONTRACT. CAREFULLY 34. PROVIDE VIBRATION ISOLATORS FOR ALL PIPING SUPPORTS CONNECTED TO AND 2. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, STRUCTURAL STEEL SUPPORTS FOR ALL COILS (EXCEPT LOWEST REVIEW ALL CONTRACT DOCUMENTS AND THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS. WITHIN 50 FEET OF ISOLATED EQUIPMENT (EXCEPT AT BASE ELBOW SUPPORTS AND TRAPS, FLANGES AND OTHER APPURTENANCES ARE ACCESSIBLE. COIL) IN BANKS OVER TWO COILS HIGH TO PERMIT CONTRACTOR SHALL PREPARE HIS OWN FABRICATION AND INSTALLATION DRAWINGS FOR COORDINATION WITH ANCHOR POINTS) THROUGHOUT MECHANICAL EQUIPMENT ROOMS. INDEPENDENT REMOVAL OF ANY COIL. ALL OTHER DISCIPLINES. 3. ALL VALVES SHALL BE INSTALLED SO THAT THE VALVE REMAINS IN 35. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF 3. ALL AIR HANDLING UNITS SHALL OPERATE WITHOUT COOLING COIL 2. COORDINATE DUCTWORK AND PIPING WITH ALL OTHER DISCIPLINES AND TRADES. MAKE ALL OFFSETS AND APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT VALVE IS REMOVED. MOISTURE CARRYOVER OF THE FLOW INDICATED. TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO THE CONTRACT. LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PAY FOR AND REPAIR ALL DAMAGES CAUSED BY FAILURE TO 4. ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE 4. LOCATE ALL MECHANICAL EQUIPMENT (SINGLE DUCT, DUAL 3. REFER TO ARCHITECTURAL CEILING PLANS FOR EXACT LOCATION OF ALL CEILING MOUNTED AIR DISTRIBUTION EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES UNLESS PROVIDED WITH POSITION INDICATORS AND MEMORY STOPS. DUCT, VARIABLE VOLUME, CONSTANT VOLUME AND FAN 700 Milani Street DEVICES. COORDINATE EXACT LOCATION OF SLOTS, GRILLES, REGISTERS AND DIFFUSERS WITH ARCHITECTURAL OTHERWISE INDICATED. POWERED BOXES, FAN COIL UNITS, CABINET HEATERS, UNIT Suite 400 REFLECTED CEILING PLANS. IF A PARTICULAR ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTED CEILING " 5. PROVIDE CHAIN WHEEL OPERATORS FOR ALL VALVES IN HEATERS, UNIT VENTILATORS, COILS) FOR UNOBSTRUCTED Houston TX 77002 PLAN, PREPARE A DRAWING AND PRESENT IT TO THE ARCHITECT FOR HIS REVIEW AND/OR APPROVAL. 36. MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TO UNDERSIDE OF PIPES, DUCTS, EQUIPMENT ROOMS MOUNTED GREATER THAN 7'-0" ABOVE ACCESS TO UNIT ACCESS PANELS, CONTROLS AND VALVING. CONDUITS AND SUSPENDED EQUIPMENT THROUGHOUT ACCESS ROUTES IN FLOOR LEVEL; CHAIN SHALL EXTEND TO 6'-0" ABOVE FLOOR Telephone 713.228.8050 4. COORDINATE THE EXACT LOCATION AND SIZE OF ALL ROOF AND SLAB PENETRATIONS WITH THE ARCHITECT MECHANICAL ROOMS. L. Gensler LEVE 5. PROVIDE FLEXIBLE CONNECTIONS IN ALL DUCTWORK SYSTEMS Facsimile 713.229.9343 PRIOR TO ANY CONCRETE BEING PLACED. (SUPPLY, RETURN AND EXHAUST) CONNECTED TO AIR HANDLING 37. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR PIPING 6. ALL VALVES (EXCEPT CONTROL VALVES) AND STRAINERS SHALL UNITS, FANS AND OTHER EQUIPMENT WHICH REQUIRES 5. FLEXIBLE DUCT RUNOUTS TO TERMINAL DEVICES (VAV'S AND PIU'S) SHALL BE INSTALLED FREE OF KINKS AND INSULATION IS APPLIED. BE FULL SIZE OF PIPE BEFORE REDUCING SIZE TO MAKE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL BE SAGS. PROVIDE BELLMOUTH FITTINGS AT ALL TAKE-OFFS ON MEDIUM PRESSURE DUCTWORK. MAXIMUM CONNECTIONS TO EQUIPMENT AND CONTROLS. PROVIDED AT THE POINT OF CONNECTION TO THE EQUIPMENT LENGTH OF LOW PRESSURE FLEXIBLE DUCT SHALL BE 3'-0". MAXIMUM LENGTH OF MEDIUM PRESSURE FLEXIBLE 38. LOCATE ALL TEMPERATURE, PRESSURE AND FLOW MEASURING DEVICES IN UNLESS OTHERWISE INDICATED. DUCT SHALL BE 7'-0". PROVIDE A MINIMUM OF 5-0" OF STRAIGHT RUN TO THE INLET OF ALL TERMINAL ACCESSIBLE LOCATIONS WITH STRAIGHT SECTION OF PIPE OR DUCT UP- OR 7. UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE UNITS FOR LAMINAR AIR FLOW. FLEXIBLE DUCT SHALL NOT BE USED TO CORRECT MISALIGNMENT OF TERMINAL DOWNSTREAM AS RECOMMENDED BY THE MANUFACTURER FOR GOOD ACCURACY. OF EQUIPMENT, IN BYPASSES AND IN LONG PIPING RUNS (100 6. UNLESS OTHERWISE NOTED, ALL DUCTWORK IS OVERHEAD, UNIT AND MEDIUM PRESSURE DUCT CONNECTION. FEET OR MORE) TO PERMIT DISASSEMBLY FOR ALTERATION TIGHT TO THE UNDERSIDE OF THE STRUCTURE, WITH SPACE FOR 39. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN THE AND REPAIRS. INSULATION WHERE REQUIRED. 6. MAINTAIN DUCTWORK LEVEL AND AS HIGH AS POSSIBLE UNLESS NOTED OTHERWISE. TRANSITION RECTANGULAR SPECIFICATIONS THAT ARE NOT DEFINITELY FIXED BY DIMENSIONS ARE DUCTWORK ON THE BOTTOM AND THE SIDES. ALL DUCT TRANSITIONS FROM SQUARE TO ROUND SHALL BE APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST 8. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING. 7. ALL DUCTWORK SHALL BE COORDINATED WITH ALL TRADES SMOOTH SQUARE TO ROUND TRANSITIONS. SPIN-IN FITTINGS AT THE END OF CAPPED DUCTS ARE NOT CONDITIONS AND RESULTS MUST BE DETERMINED BY THE PROJECT SITE INVOLVED. OFFSETS IN DUCTS, INCLUDING DIVIDED DUCTS AND ACCEPTABLE. CONDITIONS AND SHALL HAVE THE APPROVAL OF THE ENGINEER BEFORE BEING 9. ALL PIPING SHALL CLEAR DOORS AND WINDOWS. TRANSITIONS AROUND OBSTRUCTIONS, SHALL BE PROVIDED AT INSTALLED. NO ADDITIONAL COST TO THE OWNER. 7. DUCT SIZES ARE SHOWN AS INSIDE CLEAR DIMENSIONS. WHERE INTERNAL INSULATION IS CALLED FOR, 10. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY DIMENSIONS SHALL BE INCREASED BY THE THICKNESS OF THE INSULATION. 40. ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION AND AS OPERATION. 8. PROVIDE ACCESS DOORS IN DUCTWORK TO PROVIDE ACCESS SHOWN IN DETAILS FOR PIPING, DUCTWORK AND EQUIPMENT (UNLESS OTHERWISE FOR ALL SMOKE DETECTORS, FIRE DAMPERS, SMOKE DAMPERS, 8. ALL EQUIPMENT, PIPING, CONDUIT OR ANY PORTIONS OF DUCTWORK VISIBLE THROUGH SLOTS, GRILLES, NOTED) SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 11. ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES VOLUME DAMPERS, COILS AND OTHER ITEMS LOCATED IN THE REGISTERS, OR DIFFUSERS IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK. 41. MECHANICAL EQUIPMENT, DUCTWORK AND PIPING SHALL NOT BE SUPPORTED FROM INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS DUCTWORK WHICH REQUIRE SERVICE AND/OR INSPECTION. Remington Hotels, LP 9. ALL MOTORS 1/8 HP AND ABOVE SHALL HAVE A DISCONNECT SWITCH MOUNTED ADJACENT TO THE MOTOR OR METAL DECK. SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 9. PROVIDE ACCESS DOORS IN DUCTWORK FOR OPERATION, DEVICE. SEE DIVISION 16 FOR DISCONNECT TYPE AND SPECIFICATION. 12. PROVIDE FLEXIBLE CONNECTIONS IN ALL PIPING SYSTEMS ADJUSTMENT AND MAINTENANCE OF ALL FANS, VALVES AND Project Manager 14185 Dallas Parkway 42. ALL PLENUM CEILING ENCLOSURES WHERE REQUIRED WILL BE FIRE RATED TO CONNECTED TO PUMPS, CHILLERS, COOLING TOWERS AND MECHANICAL EQUIPMENT. 10. CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT WITH DIVISION 16, THE PROTECT THE FIRE RESISTANCE OF THE ASSEMBLY. SEE ARCHITECTURAL DRAWINGS OTHER EQUIPMENT WHICH REQUIRES VIBRATION ISOLATION Suite 1150 ELECTRICAL CONTRACTOR, AND ALL ELECTRICAL CONTRACT DOCUMENTS PRIOR TO ORDERING. FOR IDENTIFICATION. EXCEPT WATER COILS. FLEXIBLE CONNECTIONS SHALL BE 10. ALL DUCTS SHALL BE GROUNDED ACROSS FLEXIBLE PROVIDED AS CLOSE TO THE EQUIPMENT AS POSSIBLE. CONNECTIONS WITH FLEXIBLE COPPER GROUNDING STRAPS. Dallas, Texas 75254 11. ALL OPEN ENDED DUCTS SHALL BE REINFORCED WITH 1-1/2" X 1-1/2" X 1/8" GALVANIZED STEEL ANGLES 43. AN APPROVED SHOP DRAWING WILL BE SUBMITTED TO LOCAL CODE OFFICIAL. GROUNDING STRAPS SHALL E BOLTED OR SOLDERED TO BOTH BOLTED OR RIVETED 6" ON CENTER (MAXIMUM) ALL AROUND THE EXTERIOR PERIMETER OF THE DUCT. THE EQUIPMENT AND THE DUCT. 44. MECHANICAL CONTRACTOR TO PROVIDE A COPY OF TESTING, ADJUSTING AND Thornton Tamaseti 12. MOUNT TEMPERATURE SENSORS, THERMOSTATS, AND HUMIDISTATS WHERE INDICATED ON PLANS, AT 5'--0" AFF BALANCING REPORT TO CODE OFFICIALS REPRESENTANTS. UNLESS OTHERWISE NOTED. ALL TERMINAL UNITS SHALL REQUIRE TEMPERATURE SENSORS. SEE THE Structural Engineer ARCHITECTURAL AND INTERIOR DRAWINGS AS WELL AS THE MECHANICAL DRAWINGS FOR THE COORDINATED LOCATIONS. WHERE THERE IS A CONFLICT OF LOCATIONS AMONG THE DRAWINGS, NOTIFY THE ARCHITECT 1.2750 Merit Drive IMMEDIATELY FOR RESOLUTION. Suite 750 13. ALL BRANCH DUCTWORK SHALL BE THE SAME SIZE AS THE DIFFUSER CONNECTION SERVED UNLESS OTHERWISE Dallas, Texas 75251 NOTED. 14. ALL DIFFUSERS INSTALLED IN LAY-IN CEILINGS SHALL BE 4-WAY PATTERN UNLESS OTHERWISE NOTED. ADJUST ALL DIFFUSERS IN CORRIDORS OR WITHIN 3 FEET OF A WALL TO PROVIDE 2-WAY OR 3-WAY Thompson Company DISTRIBUTION AWAY FROM OR PARALLEL TO WALLS. MEP Engineer 15. PROVIDE FIRE AND/OR SMOKE DAMPERS IN ALL FIRE AND/OR SMOKE RATED WALLS AND FLOORS AS 50 Technology Parkway, South IDENTIFIED ON ARCHITECTURAL DRAWINGS. RATINGS OF FIRE DAMPERS SHALL MEET THE RATING AS IDENTIFIED IN THE ARCHITECTURAL WALL RATING SCHEDULE AND LIFE SAFETY PLANS. Norcross, GA 30092 16. PROVIDE AND INSTALL ALL DUCT MOUNTED ACCESS DOORS FOR ALL FIRE AND/OR SMOKE DAMPERS NOT OTHERWISE ACCESSIBLE. LOCATE ACCESS PANELS IN BACK-OF-HOUSE AREAS WHERE POSSIBLE. 17. ALL WIRING IN THE CEILING PLENUM SHALL BE PLENUM RATED CABLE PER NFPA-70 OR BE INSTALLED IN CONDUIT. 18. ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES LOCATED IN INACCESSIBLE CEILINGS SHALL HAVE FACE OPERABLE DAMPERS TO ALLOW AIR BALANCING OF THE SYSTEM AFTER THE CEILING IS IN PLACE. 19. AN IONIZATION TYPE SMOKE DETECTOR FOR UNIT SHUTDOWN SHALL BE INSTALLED IN THE SUPPLY AND RETURN AIR DUCT OF EACH AHU, FCU AND FANS OF 2000 CFM AND GREATER. FOR AHU SHUTDOWN WITH 15000 CFM AND GREATER, PROVIDE ACCESS PANEL FOR SMOKE DETECTORS. 20. CONDENSATE DRAIN LINES RUNNING HORIZONTALLY SHALL BE SLOPED 1/4 " PER FOOT DOWN IN THE DIRECTION OF FLOW. 21. ALL TERMINAL UNITS (VAV'S AND PIU'S), FCU'S, VALVES, FANS AND DAMPERS ABOVE CEILING SHALL BE ACCESSIBLE. UNITS SHALL BE LOCATED WITHIN 24" OF CEILING. CONTRACTOR SHALL COORDINATE ALL ACCESS PANELS IN CEILINGS OR WALLS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND INTERIOR DRAWINGS FOR PROPER LOCATION. NO ACCESS PANELS ARE ALLOWED IN PUBLIC SPACES WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT. 22. ALL TOILET, DISHWASHER, AND SHOWER EXHAUST DUCTWORK SHALL HAVE WATERTIGHT JOINTS. HORIZONTAL DUCTWORK SHALL BE SLOPED DOWN 1/8- PER FOOT TOWARDS GRILLE. 23• COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT SIZE, LOCATION AND MOUNTING HEIGHT OF ALL LOUVERS AND/OR EXTERIOR WALL MOUNTED DEVICES. 24. RETURN AIR SHALL BE THROUGH CEILING DIFFUSERS, GRILLES OR ARCHITECTURAL SLOTS PROVIDED IN THE CEILING UNLESS SHOWN OTHERWISE. 25. FLEXIBLE DUCT CONNECTION SHALL BE PROVIDED WHERE ALL DUCTWORK PASSES ACROSS A BUILDING EXPANSION JOINT. FLEXIBLE CONNECTORS SHALL BE NON-COMBUSTIBLE, GLASS FABRIC TYPE DOUBLE COATED WITH NEOPRENE. PROVIDE DUCT SUPPORTS ON EACH SIDE OF THE CONNECTION. 26. FLEXIBLE PIPE CONNECTORS SHALL BE PROVIDED WHERE ALL PIPES PASS ACROSS A BUILDING EXPANSION 0 issue Date&Issue Description By Check JOINT. FLEXIBLE CONNECTORS SHALL BE FIXED FLANGED WITH HEAVY DUTY STEEL FLANGES, CARBON STEEL FITTINGS, SEAMLESS CORRUGATED INNER CORE AND STAINLESS STEEL BRAIDING. PROVIDE PIPE SUPPORTS ON 1 04.28.06 S W EACH SIDE OF THE CONNECTION. PRELI`v11,1ARY PRICING' PACKAGE 27• PROVIDE THERMOSTAT CONTROLS THAT ARE LOCATED OUT OF SIGHT (SUCH AS SERVICE CORRIDORS, WAITER STATIONS, ETC.). COORDINATE THE LOCATION WITH BOTH THE ARCHITECT AND THE INTERIOR DESIGNER. 2 0-5..2 h.06 S"NlM WLT 28. FOR ALL EQUIPMENT, DUCTWORK, PIPING AND APPURTENANCES EXPOSED TO AN OUTDOOR ENVIRONMENT ISSUE L OR 'HASE I CO��ST �UCT10��1 SPECIAL CARE SHALL BE TAKEN TO ENSURE THAT THE UNIT CASING, MOTORS, VALVES AND OTHER APPURTENANCES ARE PROPERLY PROTECTED AS SPECIFIED. PROVIDE EITHER AN EPDXY COATING, GALVANIZED COATING, STAINLESS STEEL MATERIALS OR OTHER SIMILAR PROTECTION. 29. THE CONTRACTOR SHALL MAKE FINAL CONNECTION TO ALL EQUIPMENT INDICATED ON DRAWINGS INCLUDING KITCHEN, LAUNDRY AND ANY EQUIPMENT FURNISHED BY OWNER. FINAL CONNECTION SHALL INCLUDE, BUT NOT BE LIMITED TO, ANY ADAPTERS, NIPPLES, SHUTOFF VALVES, AND PRESSURE REGULATING VALVES REQUIRED. 30. ALL LOUVERS AND DUCTS OPEN ON END SHALL BE COVERED WITH 1/2" WIRE MESH SCREEN OR ACCEPTABLE EQUIVALENT. 31. ALL MOTOR STARTERS, UNLESS OTHERWISE NOTED, SHALL BE PROVIDLu AND INSTALLED BY ELECTRICAL CONTRACTOR. 32. ALL TRANSFER GRILLES AT RESTROOMS SHALL HAVE ZERO LEAKAGE BACK DRAFT DAMPERS. NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. oe SHEET NOTES Seal/Signature Project Name Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD Fite Name 25047-P 00-10 Description GENERAL NOTES Scale moos 10 Q 2005 Gensler 6/15/2006 3:08:01 PM T:\2005\25047\Cad\Tiffs\Addendum - 06-15-2006\PRF\25047-M00-10.prf soneal KEY NOTES Sea Turtle Resort Hotel Ashford Hospitality Trust 14185 Dallas Parkway 1 Suite 1100 PACKAGE AIR COOLDED WATER CHILLER SCHEDULE FAN COIL UNITS FAN DATA COOLING COIL DATA HTG Dallas, TX 75254 NOM EVAPORATOR CONDENSER UNIT UNIT ORIENTATION SUPPLY O.A. ESP MOTOR TOTAL SEMS Edb Ewb L db L wb EWT LWT CM COIL UNIT LxWxH NOTES MARK LOCATION AREA CAPACITY I TYPE INPUT GPM ENTERING LEAVING P.D. AMBIENT NO. HP APPROX ACCESSORIES REMARKS NUMBER LOCATION (NOM (CFM) (INWG) (HP) CLG CLG (F) (F) (F) (F) (F) (F) (GPM) kW SIZE SERVED (TONS) (KW) (DEG F) (DEGY) (FT) (DEG F) FANS EACH WT CFM) (MBH) (MBH) CH-1 TOWER ROOF GUEST TOWER LEVELS 2-8-t 140 4 1 157 1 280 56 44 95 FCU-1 FL 2-7 DBL GUESTRM-NW EXPOSURE VERTICAL 600 0 15.20 14.80 72.00 61.5 52 51.8 44 56 2.53 3.7 06 20X2OX88 1,2,3,4,5,6,7,8,9 FCU-2 FL 2-7 DBL GUESTRM-N EXPOSURE VERTICAL 300 0 4.30 3.90 72.00 61.5 52 51.8 1 44 56 0.72 0.5 03 17X17X88 1,2,3,4,5,6,7,8,9 GENERAL NOTES: TYPE: FCU-3 FL 2-7 KING GUESTROM-NE EXPOSURE VERTICAL 600 0 11.10 10.70 72.00 61.5 52 51.8 44 56 1.85 2.1 06 20X2OX88 1,2,3,4,5,6,7,8,9 1. EVAPORATOR PERFORMANCE BASED ON.0001 FOULING FACTOR 1. CENTRIFUGAL FCU-4 FL 2-7 DBL GUESTRM-EEXPOSURE VERTICAL 300 0 7.10 6.70 72.00 61.5 52 51.8 44 56 1.18 0.7 03 17X17X88 1,2,3,4,5,6,7,8,9 2. PROVIDE UNIT MOUNTED DDC CONTROLS WITH REMOTE ALARM CONTACT 2. SCREW FCU-5 FL 2-7 KING GUESTRM-SE EXPOSURE VERTICAL 600 0 10.90 10.50 72.00 61.5 52 51.8 44 56 1 1.82 2.1 06 20X2OX88 1,2,3,4,5,6,7,8,9 3. ELECTRICAL HEAT TRACE FOR EVA PROATOR BUNDLE, 110V-1 PH. 3. RECIPROCATING FcxU-s FL 2-7 DBL GUESTROM-S EXPOSURE VERTICAL 300 o 6.00 5.60 72.00 61.5 52 51.8 44 56 1.00 o.s 03 17X17X88 1,2,3A5,6,7,8,9 FCU-7 FL 2-7 DBL GUESTRM SW EXPOSURE VERTICAL 1000 0 21.70 21.30 72.00 61.5 52 51.8 44 56 3.62 3.7 10 24X24X88 1,2,3,4,5,6,7,8,9 4. SINGLE POINT POWER WIRING EXCEPT SEPARATE CONNECTION FOR HEAT TRACE 4. ROTARY FCU-8 SPARE FCU-9 SPARE ACCESSORIES: REMARKS: FCU-10 SPARE 1. FLOW SWITCHES FOR FIELD INSTALLATION FCU-11 FL 8 DBL GUESTRM-NW EXPOSURE VERTICAL 1000 0 24.30 23.90 72.00 61.5 52 51.8 44 56 4.05 5.3 10 24X24X88 1,2,3,4,5,6,7,8,9 2. FLOW SWITCHES FACTORY MOUNTED FM12 FL 8 DBL GUESTRM-N EXPOSURE VERTICAL 800 0 13.50 13.10 72.00 61.5 52 51.8 44 56 2.25 2.1 08 20X20X88 1,2,3,4,5,6,7,8,9 700 Mil FM13 FL 8 KING GUESTRM-NE EXPOSURE VERTICAL 1000 0 21.80 21.40 72.00 61.5 52 51.8 44 56 3.63 4.3 10 24X24X88 1,2,3,4,5,6,7,8,9 3. LOW AMBIENT TO ZERO DEGREES F FCU-14 FL 8 DBL GUESTRM-EEXPOSURE VERTICAL 800 0 13.30 12.90 72.00 61.5 52 51.8 44 56 2.22 2.3 08 20X2OX88 1,2,3,4,5,6,7,8,9 Suite 400o Street 4. UNIT SPRING ISOLATORS FCU-15 FL 8 KING GUESTRM-SE EXPOSURE VERTICAL 1000 0 20.90 20.50 72.00 61.5 52 51.8 44 56 3.48 4.2 10 24X24X88 1,2,3,4,5,6,7,8,9 Houston TX 77002 FCU-16 FL 8 DBL GUESTRM-S EXPOSURE VERTICAL 800 0 13.40 13.00 72.00 61.5 52 51.8 1 44 56 2.23 2.1 08 20X2OX88 1,2,3,4,5,6,7,8,9 Telephone 713.228.8050 FM17 FL 8 DBL GUESTRM SW EXPOSURE VERTICAL 1200 0 26.90 26.50 72.00 61.5 52 51.8 44 56 4.48 5.3 12 24X24X88 1,2,3,4,5,6,7,8,9 exensler Facsimile 713.229.9343 FCU- SPARE FCU-19 SPARE FCU-20 ISPARE GENERAL NOTES: 1. HORIZONTAL UNIT SUPPORTED FROM ABOVE SEE SPECIFICATIONS 2. VERTICAL UNIT MOUNTED ON FLOOR.SEE SPECFICATIONS 3. 75 CFM OF PRECONDITIONED 72F OA TO BE DEPOSITED N RETURN AR C.AVIIY OF UNIT 4. BASIS OF DESIGN IS MBZNATIONAL ENVIRONMENTAL,CONCEALED MODULAR UNIT 5. MANUFACTURER TO PROV IDE ACCESS PANEL N BOTT REAR OF UNIT BEVVSN DRAIN PAN AND RETURN AIR CAVITY FOR FRE DAMPER ACCESS 6. PROV IDE 1"TA FILTER BOILER SCHEDULE 7. PROVIDE SUPPLY AND RETURN AR GRILLES(APPEARANCE TO BEAPPROVED BY ARCHITECT) 8. PROVIDE STAINLESS STEEL DRA NPAN GAS GROSS MIN BURNER MOTOR 9. PROVIDE WALL THERMOSTAT MARK LOCATION SERVICE INPUT OUTPUT THERMAL GPM BBT LWT VOLTS HP PH MODE- BASIS (M BH) (MBH) EFF (F) (F) OF DESIGN B-1 ROOF OAU-1,2,3,4 PREHEAT 1110 1077 97% 72 150 180 INTELL�-FIN 1500 LOCHINVAR NOTES: 1 MODULATING FIRE RATE 2 7"VC MNMUM INLET GAS PRESSURE 3 98%EFFICIENT AT FL FIRE CONDENSING BOILER WITIA TOP CUPRO-NICKEL HEAT EXCHANGERS Remington Hotels, LP IL 4 PROVIDE ASIVE APPROVED PRESSURE RELIEF VALVE 5 PROVIDETEVPE-tATURE GAUGE, PRESSURE GAUGE, LOW WATER CUT-OUT, OPB:;.'ATING SAT AND Project Manager ADJUSTABLE HIGH LIMIT STAT Wt MANUAL RESET, FLOW SWITCH 14185 Dallas Par way 6 INTEGRAL BOILER PUNP, FRONT ACCESS BOILER CONTROLS, BURNER AND HEAT EXCHANGE 7 AUTOMATIC BYPASS SYSTEM TO MAINTAIN BOILER INLET TEVPERATURE ABOVE 140OF Suite 1150 8 DIRECT VERTICAL VENT 9 ENTERAND LEAVING WATER CONDITIONS WILL BE SET MY MANUFACTURBRTO ALLOW WATER FAN SCHEDULE Dallas. Texas 75 5 ING SOURCE HEAT PUN'S TO BE MAINTAIN®AT THETEIVP.ABOVE 60OF MOTOR MARK LOCATION QTY SERVICE FAN CFM EXT. DRIVE FAN HP MODEL ACCESSORIES TYPE 70 DEG.F SP TYPE RPM (WATTS) Thornton Tomaseti EF-A TOWER ROOF 14 GUEST RM TOILET EXHAUST 5 700 0.50 BELT 1693 1/6 GB-081-6 1, 2, 8 EF-B VENDING RMS 7 VENDING RMS 11 450 10.251 BELT 1328 1/4 BSQ-80-4 2, 5, 6, 8 Structural Engineer NOTES: FAN TYPE ACCESSORIES: 12750 Merit Drive 1 Suite 750 1. MODEL NO. BASED ON 1. CABINET FAN 1. 12" HIGH CURB Dallas. Texas 75251 PUMP SCHEDULE GREENHECK U.N.O. 2. CABINET FAN WITH CEILING 2. BACKDRAFT DAMPER SEAL MOTOR BASIS 2. PROVIDE ADJUSTABLE GRILLE 3. MOTOR-OPERATED DAMPER(MOD) MARK SERVICE LOCATION TYPE MOUNTING GPM FT HD NPSHR SIZE TYPE HP I RPM OF DESIGN SHEAVES THRU 15 HP 3. ROOF CENTRIFUGAL 4. SPRING ISOLATORS P 1 CHW ROOF 2 1 140 85 - 2-1/21313 MECH 10 1750 BELL&GOSSETT IF AVAILABLE EXHAUSTER 5. R.I.S. ISOLATORS Thompson Company P-2 CHW ROOF 2 1 140 85 - 2-1/21313 MECH 10 1750 BELL&GOSSETT 3. MOD. WHERE SCHEDULEC 4. ROOF CENTRIFUGAL UPBLAST 6. BELT GUARD -P-3 HW ROOF 6 3 72 40 - 2A NECH 2 1750 BELL&GOSSETT TO BE SAMEVOLTAGE 5. ROOF AXIAL EXHAUSTER 7. ADJUSTABLE SHEAVES MEP Engineer AS MOTOR 6. ROOF CENTRIFUGAL SUPPLY 8. DISCONNECT AND INTERNAL CONDUIT 7. ROOF AXIAL SUPPLY 9. INERTIA BASE 50 Technology Park��ay, South TYPE MOUNTING: 8. TUBE AXIAL 10. INLET VANES Norcross, GA 30092 1. VERTICAL DISCHARGE, SIDE SUCTION 1. INERTIA BASE WITH SPRING ISOLATORS 9. UTILITY SET 11. ALUMINUM BIRD SCREEN 2. BASE MOUNTED END SUCTION 2. GROUT PUMP BASE TO HOUSE KEEPING PAD 10. VANEAXIAL 12. WALL MOOUNTING BOX WITH GUARD 3. BASE MOUNTED END SUCTION CLOSE COUPLED 3. SUSPENDED IN LINE 11. INLINE CENTRIFUGAL 13. FILTER SECTION 4. HORIZONTAL SPLIT CASE 4. FOOT MOUNT N LINE 12. BASE,MOUNTED CENTRIFUGAL 14. NFPA CURB EXTENSION WITH GREASE TRAP 5. VERTICAL SPLIT CASE 13. PLUG 6. CENTRIFUGAL N-LINE 14. AXIAL UPBLAST 7. VERTICAL DISCHARGE,VERTICAL SUCTION 15. WALL PROP 8. VERTICAL SHAFT, END SUCTION 9. VERTICLE SHAFT END SUCTION SPLIT CASE 1 DIFFUSER SCHEDULE DUCT NOMINAL MAXIMUM TAG FUNCTION QTY FACE CONNECTION FACE CFM BASIS OF DIFFUSER ACCESSORIES TYPE SIZE SIZE DESIGN NC A GUEST TOILET EXHAUST 196 REGISTER 6X6 DUCT+1-3/4" 50 TAUS-350111- 32 1 100%OUTSIDE AIR DEHUMIDIFICATION ROOFTOP UNIT SCHEDULE B FRESH AR SUPPLY 14 REGISTER 12X8 DUCT+1-3/4" 75 TITUS 30ORL 32 1,NOTE 1 SUPPLY AIR OA MIN DEHUM IDIFICATION COIL HW PREHEAT COIL C FRESH AR SUPPLY 14 REGISTER 12X10 DUCT+1-3/4" 350 TITUS 30ORL 32 1,NOTE 1 LOCATION SERVICE ORIENTATION SUPPLY ES.P. FAN TOT SENS EAT LAT COIL LAT UNIT EAT LAT MIN MODE. NOTES D FRESH A R SUPPLY 7 REGISTER 10X6 DUCT+1-3/4" 75-275 TITUS 30ORL 1 32 1 1 CFM (IN.) HP MBH M BH DP WB M CDB BTUILB DB WB DB WB DB DB M BH GPM EWT LWT EER NO E VENDNG EXHAUST 196 REGISTER 16X10 DUCT+1-3/4" 450 TITUS-350RL 32 1 1 OAL>1 TOWER ROOF GUEST RM CORRIDOR HORIZONTAL 4,900 1.5 5 359.8 105.8 77.7 79.4 84.5 43 68 56.9 35 68 174.6 12 180 150 1 RN-040 1,2,3,4,5,6,7,8,9,10,11 NOTES: ACCESSORIES: OA U-1 TOWER ROOF GUEST RM FCU HORIZONTAL 5,775 1.5 5 424.0 124.7 77.7 79.4 84.5 43 72 60.2 35 72 230.8 15 180 150 RN-040 1,2,3,4,5,6,7,8,9,10,11 1. GRILLETO BE MOUNTED ON FLANGES OF FRE DANDER N WALL 1. KEY OPERATED OPPOSED BLADE DANDER OAU-3 TOWER ROOF GUEST RM FCU HORIZONTAL 5,775 1.5 5 424.0 124.7 77.7 79.4 84.5 43 72 160.2 1 35 72 230.8 15 180 150 RN-040 1,2,3,4,5,6,7,8,9,10,11 OAU-4 TOWER ROOF GUEST RM FCU HORIZONTAL 4,200 1.5 5 308.4 90.7 77.7 79.4 84.5 43 1 172 160.21 35 1 72 1 167.8 1 11 1180 150 1 1,2,3,4,5,6,7,8,9,10,11 NOTES: 1. PROV IDE FULL PERMETER ROOF MOUNTING CURB W/HORIZONTA L DISCHA RGE OPTION OR ROOFTOP UNIT SIDEINA LL DISCHA RGE 2. PROVIDE FILTER RACK WITH DISPOSABLE FILTERS. 0 Issue Date&Issue Description By Check 3. DISCONNECT SWITCHi 04.2 .0n SMM 4. SMOKE DETECTORS IN SUPPLY 5. COW ENIENCE OUTLET PRELIMINAPY PRICING PACK A GE 6. STAINLESS STEEL DOUBLE WALLED PANELS AND DRAIN PA N 7.TEFC FAN MOTOR(1170 RPM)WITH SEAL TIGHT CONDUIT 2 C 5.2 6.0 6 S IMI M �"v I IR T 8.4. PROVIDE DEHLUIDIFICATION COOLING AND HOT GAS REHEAT COILS WITH MODULATING CONTROL VALVE FOR SUPPLY ATEMPERATUREAS SCHEDULED EXPANSION TANK SCHEDULE SYSTEM TEM PERA►TURE(F) PRESSURE TANK VOLUME TANK SIZE ISSUE FOR PHASE ( CJ('�•IST;,,UCTIO''•! 9.MIN.2 STAGE CIRCUIT FOR COOLING AND HEATING MODES. MARK TYPE SERVICE VOLUME COLD HOT FILL MAX OPER ACCEPTANCE TOTAL LENGTH DIAMETER BASIS OF 10.CONTRACTOR TO PROV IDE HURRICANETIELDN I (GAL) TEMP TEMP (PSIG) (PSIG) (GAL) (GAL) (IN) (IN) DESIGN 11.FACTORY TO PROVIDE"HARSH ENVIRONMENT"COATING ET-1 VB CHW 2250 1 40 90 12 50 1 13 23 1 56 16 1 B&G D-86V 12. BASIS OF DESIGN IS AAON. ET-2 V13 HW 450 1 65 1 180 1 12 85 1 12 16 1 45 16 1 B&G D-60V 06.16-.06 S M M W! T ADDENDUM 1-1 TY PE V B=VERTICAL BLADDER HB=HORIZONTAL BLADDER HC--HORIZONTAL, NO BLADDER WITH SIGHT GLASS, TANK FITTINGS AND DRAIN Ile UNIT HEATER SCHEDULE AIR MOTOR DATA MARK LOCATION TYPE NOM. EAT HP REMARKS CFM (F) KW (WATTS) RPM V-PH MODEL E1H-1 H 1 270 3.75 (8) 1350 208-11 WWH5004 1 GENERAL NOTES: TYPE RBMRKS: 1. MODEL BASED ON QMARK H=HORIZ.THROW 1.PROVIDE HORIZ. LOWERS AIR SEPARATOR SCHEDULE V=VERT.THROW 2.PROVIDE HORIZ.AND VERT.LOWERS 3.PROVIDE DIFFUSER FOR VERT.THROW RELATED CAPACITY MAX PRESS PIPE 4.PROVIDE ADJUSTABLE AXIAL DIFFUSER MARK SYSTEM GPM DROP CONN MANUF MODE. FOR VERTICAL FLOW R ll4 A&1 CHW 280 2 4 B&G ROLARTROL RL-4 AS-2 HW 72 2 2112 B&G ROLARTROL RL-2112 NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET NOTES Seal/Signature a LProject Name Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD File Name L 047-V100-20 Description SCHEDULES LScale MOON20 C2005 Gensler 6/15/2006 2:58:31 PM T:\2005\25047\Cad\Tiffs\Addendum - 06-15-2006\PRF\25047-M00-20.prf soneal I KEY DATES �a u e eso . ✓ 0�,H�� , ,� . �er. Q; KEYED NOTES• «.rs°� " I � w ,4 .1111. !' � ' ,ti '` { ;^ { , ;� W') j ; "_' Y__ _ I a 4 ? 01 INSTALL FRONT ACCESS COMBINATION +, 11 ', 5 ♦ �,'r 6 "' b 1111/ S ' w `-,,, FIRE AND SMOKE DAMPER. ACCESS THROUGH a e ova ��`" ,> ' "` .� '"""'".� a 4`,•, Xf. ^�`` _.< ,"`�'� <. t '<" <`w>r %`'� ^,, ��\e;;;<.,:>ra "r� 'i'.r,<"n<,.-•. '-:1111 y. ,>. r GRILLE. 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E i i E ` 1 KEY NOTES t 1 s t j l i I ».««___ ,«__« ea r . Resort :__. _»__«»».,»»...._"«_».....,,_.»_-.__,«.».,»«_«._«._...,_..,»..««1__111»«..«„«»..__«».._._..-- -.._.,..__-.«.«._.,_,_,__,«__.»..».._ KEYEQ NOTES: ««_11_11.«».«1111_ «,_,.««1111 ««,. ««._«,_»1111««, _1111..«1111«««,._1111_.« _ «« « _1111«,«,,,,,,,,,,,,,«,«_.__ „«„«.,,«.,,-.»»»,r! , i 01 REPLACE EXISTING EXHAUST FAN FAN ' EX S N dCHAUSTi NTH NEW TAiR RISER TO BE REUSED otelRenovati* on J (TYPICAL FOR 14) 02 POINT OF CONNECTION TO EXISTING Ashford Hospitality Trust I OUTSIDE AIR SHAFT TO GUESTROOM CORRIDOR EXISTING �RF2 TO BE REUSED 14185 Dallas Parkway ( ) : Q NEW OUTDOOR AIR RISER IN SHAFT ALONG Suite 110 BUILDING EXTERIOR ' � �x �, ,, � � " SEE D WO 1�l05.00 FOR SIZE U p AI ««! ,, �_._ � 4, ##{( Dallas TX 75254 ,,,�' ° i - _,� ti �f _�', " »_ I _._««1111»>..9,y _.«,_«__1111»1111«„«_,__,«»« __.». M% ' «.1___111,_.,»11__11__11__11,.»_ ..____». _._,_... _,_1111,«.,_.<.,»_ >.___,«_._._....___,,,«, .£ _ (TYPICAL) ''!+, E "a�,,, sL't'." `S,.^y ""3t`8tr :..w„+^y"p." % h 'w$rcaS, �Lrk ,`• i:: x_fi<;w `"may, '�t }•M1`4,, , i 4 �, 1 Q DIRECT TIENT CATAGORY IV VENTING I `, 2 j FLUE WITH TRAPPED DRAIN TEE i i i i ,; `"�" I i ! , ROUTED TO THE NEAREST DRAIN. --�---- 1111._,. t -� �. ..:: :::: � ; -w w_:.: « ;- �� :::. :::.: r.r „�«« _.» - ! INSTALL. ACCORDING TO MANUFACTURER'S 1.1. E ' ; RECOMMENDATIONS F f i i i i : i � ' i F s i T,•-.__,_,,,,,,,,,,,,,,,,,,,,,„t 1 i : �__..�..__ _._� _ --j �._.� ,««__._.____,. ..____.,__.."_ _. _«.«,__,�_. _1111«1111 : COMBUSTION AIR i = x _ OA CH �? , OA CH E OA OA OA DA ri. ,_»«___ _ _____, #«_ 05 NTAKE OA i I t 2 2 t 3 3 `I _. ______�__�__-_____ ' _ _._ _ _ ; ; : ANUFACTURER S 5 5 7 a7 4 4 __ ._m __.>_ >>. ___ �_. _7 r 1 f TO M _ 11___.11 .. . ___n...'.� 1111_ 6 6 1 G _1111._. ,.�...___ �_ __._. w_ 11.11_.. �._._,�._;_, �_.�._ < , RECOMtutEN S. 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'.w,."._..: .............� 1111..,. n ;:: ': w .�:„' : ,,,..",..,., 1111.::::A 4 1111: CHWS R R "�- CHWS R CHWS R° U, CHWS/R - � CHWS/R CHWS/R 4 / 18X14 HWS/ OF EACH OUTDOOR AIR UNIT. / 18X14 / 18X14 18X14 18X14 4 18X1 w :., , -1. _:.` - :: :: = » Street rt:.< _. : :`.4L rKki:r' 1111, 1111 1111_ >,_«« _ ..,,,.,.»,_ 1111..«1_111«_. __._, «1111»1111. _1111«_„» .1111 .».,,...,«_< ....._... ,«,_,>....... .............. 1111. ....,,.,...._. �._..»_». _.«_.....,...._ «,.«_....<. 1_111_«__,.. 1111, , , �':, :`'* {: >«. _ .,,,,..>.,« _1111_,,.,>,....,, 1111..,,.ri�:c. :"ice 111.._1 11«11..., ._ _ T" «RrY .e4fn,_ ..,.. «»_ _«»1111 «.,.<_««. ...«...... ......««,« ......... `*__ ,xs,. - .<, i&t.....>_» £11-11 ....,�,«.«...,.... 11-11. __ «»....._......,_ ....,._.. ...>,..».>,•,.... ....,«...,....._.,.»w.....�...,.. i H+,aY. .„., >«._., �.._»...<...». _,«...,_><..„... •F--<,-1111,« .,«1111,.,.«, 1111„....>..... 1111 1111. .».»«1111,. ,.,.,,«....« _ -. ..,...._._...... ....<....,µ-. 1111.,«1111-,.._..».,.. ........«...... ........_.,..,._>.. <. ...,>......,...... 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CtfwR--- __,. _. 1111 ... ., _ _1111.._,__. _> _« «1111.__... .«_____11.11...__. __«_11.11»_.__«1____11__1..«_"««. __1111 20X16 »1111»_ __ Houston :11.11____._.,.» 1111___. 141.1 ._11,_,_1 __1.,.. __»....._ _>.««»>__ „_,.»<._.,".._..,»_ , _ »1111«_. <. 1111... ._, _.___ . .s. „"_ _ ___ 11 _11._,«._._........_�«11.11..__«_««1111_-.««. _1111._» __«,.«.«„__.__«„«.____ _1111 ««. » _...�._._ »« r _ ox'rs'._.<,__«.,,_._...�.""«_.,_„__1111_.__«_1._1.11.....«__....,__11.11 _1111.. -1111... . _ _1111._ __11.11«__�..16X16.«_.__..._«.«._..,..__..___.«..»__.....1111.»1111._«_.....__...___..«_1111_............... _1111 _.«___1111».«__11.11_._._ 1111..,_._._ .. ._...._.,,1111.. __„_.�-Y _11.11_«_11.11."_1111_._. _1111._. ....,�.. : 1O »___ ».» «»«»�_» 1111_._,_ 24X16 8X16 ....,,.. 1111. ..._ : --- _' Q PROVIDE AUTOMATIC SPRINKLERS FOR NEW 26X18 _ »». _»« Telephone 713.228.8050 ! I I ;.: 1 � _ Facsimile 713.229.9343 IBOILER M ENCLOSURE. ' � i 4 M r7 6 _""*Nf� 2 t t ` f E ,_ CHWS/R E j t . S ; 1 1/2" { 1111.._"..__«11_11_..._. i E E � H WS R _.._ «111__1 _ ;,:�r:::r. 1 1/2" 36X20 I j 32X 8 ENCLOSURE i " 11HWS/R I I BY G.C. 11z I GENERAL NOTES: I " 0 0 oau „ __. OAU " I 4 I ( � t 1. INSULATIQN , ! C # ` __ __ _ . _.�L, C »1111.. _ «1111 _ i _111_.,1. j Y 2 1/2 t is HWR ` 2 1/2" _1111_,._<.._...>,..<. ., ._< CHILLED WATER PIP NG, CONDENSATE DRAIN H WRw r E « 2 H WS R ' x B s » . _11, 1 - zHWS R 1 IR TI ._17 w. , t 1 ~n - _ E• / : ' ` OA CH BE (FLEXIBLE FCLOSED-CELL ELASTOMERIC INSULATION s ._._,» » » _, ,, BEL L>.� HwsHr Hws IN THE FOR AND THICKNESSES LISTED OW ., r w.>.,....>.<,1111.>._ Hws P ( $ $ ; ; - `- 1 g t ff ,_,_,,,_,,,,_>,_..._, « 1.11«, 1._,,.««,,,«,_,_,,,,_,,,««.__«, ; , �- ,, � « I # -I MATERIALS SHALL HAVE A MAXIMUM THERMAL i " s 2 1 2" 9u.. 1111 1111 1 1 2 / 70 �..,..-.__--- - - ,` „�,.M,, .1111.: .. .,;_ / " VMTY OF 0.27 BTU INH FT2-F ATA 75F _ ,1111.->, M....,: ..,. _ . _. CON DU CTI _ 1111. ",;�- ` A DONED REMOVE ABN �; _.._«_..>...«>�.«..__...«.�_>,«.____.._.__..«,_«1__111«..».....,.«..�...,.»1111." �.. ., I # _.,-"'. -"""' --.-. FEF0 --- MEAN TEMPERATURE WHEN TESTED IN ACCORDANCE HWS/R 4 HWS/R ,w _ 7ET t OUTDOOR AIR UNIT 1 CHWR 2 s AND ASSOCIATED A S ;: ' ; ,; LEARANC WITH ASTM C 177 OR ASTM C 518, LATEST REVISIONS. 11DUCTWORK 1 1 2 " Remington Hotels, LP t I $ ` < 1111 (TYPICAL , ,.,_"_�_»_....,>,._>„__,;r M M YPICA } OAU T L / t 1$ ,. '�~ FOR 14 `" ` CHWS/R ___ __ __ MATERIALS SHALL HAVE A MAXIMUM WATER VAPOR »11.11..,._««_1111,_,., ) i 1 1/2" E 3 - _ } 4 TRANSMISSION OF 0 08 PERM INCHES WHEN TESTED IN ;.i r,. Pro j ect Manager ET oxo ' ACCORDANCE WITH ASTM E 96, PROCEDURE A, LATEST k �__."__ _____ ___ HWS R i { �'� _1__111,.. THE INSULATION a�' ............ ..._,.>,.111.1 1111. 1111..,,.%1111.__1111._ f ar __11.11.<., , 24X14U ;; 1 - - REVISION. ADHESIVES SHALL BE 14185 Dallas P _ _ i OA t , { : : _ _««, _«»1111« _:per,;1111 ,. _,. I ESI ,««,»»»� »z_,,.:1111,,: .._«.'1. .�:«"w„_„«1__111.. �.,>_....... ........1111.. r VE. "� __, 11__11 ___1111_,_ __.> _____>___,__. 3 _ _ , MANUFACTURERS RECOMMENDED CONTACT ADH ul 1 150 e . 7 2�4 f ; :,»{- t 2 INSULATION FiN1SH SHALL BE THE INSULATION Dallas, Texas 5 I2 CHWS/R f2\ MANUFACTURERS RECOMMENDED FINISH FOR OUTDOOR 5 t f , 11::11..,:.' �,,ew'.w s. ". �,,;. %��, 1111.». , 1 . 1111,.,':��. ,�. _ _w.._._,._.,.._.......,___.,..,.<..<,..,...._...,..:.-1111,..._.__ ,_ , 1111 _ .�...,,..,. »1111.... ,e,.1111 s ' " ' :_s'k'.', :" i 1111. .,<«1111, "',§.r;�:� ;_ `.` 1111 w. 1111. € „1111:' " - ; t ��_.� �� 3 1111 < 3 E " 24X14 " I - r LLER E EXPOSED PIP�1G IN SEVERE DESIGN CONDITIONS (81F f «1111 I ; F EXISTING CHI x � t t f P 1� DB AT 90% M. COASTAL AIR). w..«. _»11.11_..__.._«_._,«_11.11_... _._"«11______11...».__._._.� �- ,«,_____1111.« Z' 7 s «_1111,._ . «.r __« .._..__I ;� I 2 : i T REMAIN i »_1111.1111. CH f maseti O , , ; w t ,� i " Thornton To P A 2 f..n TY ICL .__11.11,..___ . < «_, _ - S DHESIVES MASTICS AND I C , } _ ACCESSORIES SUCH A A , ; 3 1s ,111....1_«. . w_.»...."..,_.»1111__ 1111.,__. «__1111. .._ _,,,_11.11. __ o r_ _ , r _ .� A E PROPERTIES AS M-� HAVE THE S M CEMENTS S ALL _1111,.. > .t.�.�.,.,___-____ ` ,_t�__..�.._��,.; 11.11. 38X : _1111,__ 1111 _. _.____ _ 11.11 - _ _ .>_ . 1111.,< .> _ ,_ > 1111.... N _11.11,..., «. _ «._.M»1111. Structural En ineer. , x g , j i , S 5 I ABOVE AND S HALL NOT DETR ACT FROM A , 1111 , _ ,_ , .< _> .� ,. <, L STED "_ �,w.,.»1111. ,__1111» » , , 1111 . . I 1111 . _ _1111._ ., _�, :m:.�.,��v:.�_.. , >1111,._.. :; w{- «1111. 2 1 2 u,:::_ 11t r�e 11__11«.�..._;:>.��.,,"",_ / _1111 »_,._ . __. _ THE SYSTEM RATINGS AS SPECIFIED ABOVE. 270 Me• Dr• -- 1 M _.._.____.__.>.r._,____-11__11_ L . } CHWS/R ._..; '1111 ; �: HALL BE INSTALLED PER THE -- I i - < Y .4 -. --..«_..>,.> '-- .,_. ......... > .,., .----1 _1111. _ » . Suite 50 OAU -- INSULATION S t SMOKE DETECTOR «,. -� -� - _ r- ---- -� p MANUFACTI�RER S RECOMMENDATIONS Dalla Texas 7� 51 O O 1 __ .._. _>..__.,_._>�-� 1111.,..____,._11.11.. 2 1 2 _1111._11.11.....__ ._..._,'-, _ 1MTH DUCT ACCESS I / I { > ^ , , ` , > 4, . , ' _ : INSULATION IN TUBULAR : (TYPICAL FOR 4 UNITS} CHWS/R _ . »_. PIP tl 1.111.._"__,..««_>__«1__111 „ x CK 1111,; IM ISA 2 THI , < _ «..». .«--.»..»,.,_. ..._ ...,..,,.«_«..',,11.,.....«.,_,.,.,.,..,._...._.«1111.... »«...,,......._...-.__11.11.. 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L� t y r v .� �_ � ^�.. .�_ � _,< �_:.». ; _ FOR GENERAL NOTES, KEY NOTES, /:. :�: �, ,_,.c.<4>w._...a �x.,.m.:. a ,,,c^ �H..'./<..h...�".,.k...,w„I_.-..._.. 1111..„-. ,.. `.`.a:..,.,�:.'..'.-_<�.....>a.�.,..,,- w� _. 9 9 .. : ,r _111._1. _..w.> _ _11.11._. , .__...�.,�.��_ 1111.�_.. _1111_ .,_,a_>.� _�>... . .. r_ THIS PROJEC ., I AND SPECIFICATION ON T. } 1X2" G & 11 f 1" CW DN TO t 1" CW FOR VENDING BOILER WATERj`x`` ROOM BELOW ` i FEED _..r..., ...,.".",. .. ^ . __,.._>_ >,__. __._ . ;,.,,.M,� __. ,... . . _ �" �� . . ' :,:i'K :;,::o s ' x :<} P ;,,-,;'--- .1.111 ::;:Ai:i`. : ,�ij.. i_" P " . ° SeallSignature j X2 CW DN i . : 3 2 µ,.its Y, I ..................._..,....._.,.«.,,,...._..««_._.._,+,.,.....,....,...._..»..,.....i 5 } _..14_.,,J.,',.1,AP___._".,,...»,,,>.._,_,._...__..,,.+,.+,.�,,.«..�..,.} ,s, i , i ` I PRIMERn. A" ., F _ «1111 ,_ » ._ _y :;«_ » - t ,� . �o^ J m `ti f 4 / ,._.' »>" „ /wt`µ`/'._.:x�„T_,_.__,.,.,."...4', 11 ,11'411,K1I::?sem`". 1111.1111. « 1111 M..,.. ' ."s'i 4 ...,.., 11 fi. < M....... + 1 . t,� S '{ - _- _1..<._, .fr, 1111.,..,,,,,,,,,,,,,,,,,,.,, .....,.>»,_, 1111.,..,,.- z I # } __ ,� ;,,l"w1� £11„11,.,y, .,,,,...,.,,a«.w...,,..>.,....,,.......1_-,....w,.....- »,.,,<...,.�..,,.., f 1 9 , --1`'1'11--j� 11 ;1111. « �; z " b' , ," s i i I i 3 ,i..`,, f i t t ; x I it F Project Name 11 , "I y � ` 1 i � Sea Turtle Resort _ y, s i I y1. Remington Hotel Corporation .->;� ..; ._.. .._1111...;-1111•_. ;� �� 1111,�� x ..��` �` ' ✓' x,.,�1 ,F .,..,a.,., F .''1111.' ',. 4 y, Yx1✓ a 'F' , ' ,.»„„.,,r ,,.,,.>,.,.µ..,s•,>..,.,,.,..•:,.a.......,."•w,,.,...,a,a.„,w".»»,.,.,,.,,>.,s.,:hF,,...1.......:w,y...-..-;-,,--,,.f..:.,..,.. -,,,,.:-.,...-i,:,.... ,,.y..,+..,. ,,.,,,:.j,-,.,.,...._>_a.,.111.1._ i ,,✓.aA.,w.,"-1111.,,. t 3 wx"^ }� Project Number 02.5635.000 CAD File Name 15047-M0}:'-0J i PARTIAL PLAN: PLUMBING I Description P,tECHA1`11CA� PILAN ROOF IScale SCALE: 1/8"=1 '-0" • e-) {� 1 ' 4' S' 16' M02mO9 1111111111111111111 M E . - __ __ __ - - X2006 Gensler 6/15/2006 2:57:54 PM T:\2005\25047\Cad\Tiffs\Addendum - 06-15-2006\PRF\25047-M02-09.prf soneal MVD MVD MVD MVD MVD KEY MOTES (NP) (TYP) (TYP) (TYP) (TYP) Sea Turtle Resort 1050 CFM 525 CFM 1050 CFM 1050 CFM 2450 CFM 1018 12X10 14X18 14X18 L24X14 POINT OF CONNECTION EF TO RETURN AIR TO EXISTING NT OF OR SER ON TO EXISTING RISER A Hotel OF FCU (TYP) TS ROOM KING (TYPICAL) ABOVEECEILING COORIDOR (TYPICAL) TO RETURN AIR F/S (TV 7) F/S �UE 'l F/S (TYPICAL 7) F/S OF FCU (TYP) Q O • ROOF Ashford Hospitality Trust i r I ---► 75 CFM I I 75 CFM -r�--- �-f-- i --�► 75 CFM i ---�► 350 CFM 50 CFM ----I �--- 50 CFM 75 CFM •i-- -i► 75 CFM 75 CFM �--- --� - ►�--�- -�► 75 CFM 24x1 14185 Dallas Parkway F/S (TYP, suite 1100 15TH FIL 75 CFM 4-- I I -#► 75 CFM I -► 75 CFM 75 CFM -�---- I ` ---► 75 CFM 75 CFM -•E-- �--f--� i --11W75 CFM i - -----ON- 350 CFM 50 CFM ---i. ! �- 50 CFM Dallas, TX 75254 i \� A A I i F/S F/S F/S F/S F/S 24X1 7TH FL (�) (TYP) (TYP) (TYP) (TYP) I -► 75 CFM I I 75 CFM tet-- i I -�► 75 CFM i ---► 350 CFM 50 CFM ---�r► t--- 50 CFM 75 CFM •m-- i --�► 75 CFM 75 CFM �- A i _"�„ 75 CFM '�.� �•--- I 24X1 I 6TH FL I -�- 75 CFM s-- I i ---► 75 CFM �---- I i --► 75 CFM i�►---�---- ----+�- 350 CFM 50 CFM ---► �---- 50 CFM 75 CFM •f-- I --�'" 75 CFM 75 CFM i i 75 CFM 6X6 DUCT 6X6 DUCT 6X6 DUCT 6X6 DUCT 6X6 DUCT 24X1 6X6 DUCT 5TH FL (TYP} (TYP) (TYP) (TYP) (TYP) 75 CFM ••f-- I i -► 75 CFM I -�► 75 CFM 75 CFM ""�'- -"-�'"' 75 CFM 75 CFM om I I -�► 75 CFM I --- -----► 350 CFM 50 CFM --�►► •rr--�-50 CFM 700 Milam Street I I 24X9 Suite 400 Houston TX 77002 4TH FL Telephone 713.22 8.8050 ons ;r 75 CFM �-- i ----�► 75 CFM ---�► 75 CFM 75 CFM '�""` I _..'NIN. 75 CFM 75 CFM -moil) - -•-- --.�- -► 75 CFM 24X9 ----- ----i► 350 CFM 50 CFM -----�s a�------ 50 CFM Facsimile 713.229.9343 1 � 3RD FL 75 CFM •rE---- i i -�► 75 CFM i ---► 75 CFM 75 CFM '�"`-' i i '�r`' 75 CFM 75 CFM �--- i i ---► 75 CFM i ----�*► 350 CFM 50 CFM ----s -�-- 50 CFM EXISTING /7;7 CORRIDOR SA RISER 6X14 (NP) EXISTING SHAFT 2ND FL RATED VERTICAL SHAFT SUBDUCT BLDG EXTERIOR ARRANGEMENT ON SEE DETAIL 1 ON DWG M05.00 1ST FL rEk� �OA OAKO' A� KEA� rOA� KOA�rOA� KOA KOA rOAK6A� � Remington Hotels, LP 2 3 4 5 6 1 16 7 11 10 Q 7 $ (TYPICAL FOR 14 RISERS) Project Manager 14185 Dallas Parkway OA ('0_ A rO'A rOX"IrOA Suite 1150 8 9 12 Q3 14 15 2 TOILET EXHAUST RISER DIAGRAM Dallas, Texas 75254 r "\N OUTS AIR RISER DIAGRAMS 05.o SCALE: NONE • �'o Thornton Tomasetl SCALE: NONE Structural Engineer 12750 Merit Drive Suite 750 Dallas, Texas 75251 Thompson Company MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 19.1 GPM 13 GPM 20.5 GPM 18.8 GPM 14.3 GPM 8.2 GPM 16.5 GPM 26.1 GPM 1 1 2 1 1 4 ;, M 1 1/2 s / 1 1/2 1. 1/4 » 1 1/4 1 1 2 2 / . ,.- ,., r Y,r ,. 'r , r,.,,... r.x no-.,w.,,.w.w r,,,r,x,.,,r,v,.., ,, via n, u. ,.,,..,, . .,..,w,..vi v.w...ws.r»c a +en u'+r a. ., s• .., ai ,;rxwx"a+.rxwaim r.,wvr,.,. '✓xrw,xrw.ays.ririiiiiaaevm r._w+w,.xw,vn...v«w.rwa+,an.,.w,.uvww<,-.v.e.xaurmw.,.,, r .w.,-.w✓w,..r.m„"v.ww",aw.,,.wa„",new, aw,.:me,.n.,„x,,,..saax+ ss .w,v",F, c<,' i ra' £ -,r,i, v'e.«°'>`•' h' v f,r• � r q • ROOF z 3 4 3 4 3/4 3/4 3/4 *3/4 3 4 3 4 3�4�_. 3�4 �..,_ . . FCU FCU ,._N > ,.. FCU 1.3 GPM FCU �..., .k.., ,_. , FCU 3 6 GPM 2 2 GPM FCU __,.,._� w.a. FCU 2.2 GPM / FCU / FCU 4.1 GPM 2.3 GPM 3.5 GPM 2.2 GPM 2.2 GPM 2.2 GPM 4.5 GPM CU CU x 23 GPM � , , , .,. ,_.,r..,, . ra.,r_ : �.� � .,u.,,r, FCU �„rr..,,,.. FCU ,,,,r,. v 11 12 12 12 13 y .r..., .a>w ...:,,. ., ,. ��- 14 14 15 16 16 16 17 8TH F - - /- 1 1/2 3/4 FCU 2.5 GPM 0.7 GPM FCU l2. :x., :....1,/2 FCU 0,7 GPM 0.7 GPM FCU 1/2 3/4 FCU 1.9 GPM 1.2 GPM FCU 3/4 3/4 FCU 1.2 GPM 3/4 FCU 1.8 GPM2 CU 1.0 GPM 1.0 GPM 3/4 1.0 GPM .. F FCU 3 4 FCU -'1 EFCU 3.6 GPM (TYP 6) (TYP 6) 2 ..,.., 2 y , .. (TYP 6) (TYP 6) 5 (TYP 6) ,. 6 1 (TYP 6) ( 6) 2 3 ( ' 6) 4 4 (TYP 6) (TYP 6) 6 ` _, , . 6 (TYP 6} w v+.,. -. 7 (TYP 6) 7TH FL 3 - x 1 1/4 1 1/4 1 1/4 1 1 1/4 r FCU FCU ��.,,r ., FCU FCU FCU FCU m, FCU �m FCU FCU FCU EH .». ,.< 1 2 .a 2 2 3 4 4 5 6 6 ` ' 6 6TH FL 1 1 1/4 A � _...rr,. ,•r ,w., FCU _ �-.M,,,,r FCU u..,,, FCU FCU FCU „-. k._.n_....., FCU FCU FCU FCU FCU El .. 1 2 l ,aA.rr� 2 2 ��, 3 4 4 6 6 6 7 5TH FL -- - g a s Fcu FCU FCU _._ �„, �.,»a, a�,r . .:�::.,.,„r,,' FCU r.n..x,.< < r�a , a FCU FCU ..» . x � FCU �.`�.w... ..., FCU ..,,-..,,.�, FCU FCU r.Na. - „ ,r. U ��.,,nr,a. r.w. 1 2 . „ v.A,w. 2 2 „a.w .�._�. 3 4 ...,, 4 5 6 6 6 7 4TH FL t% .• 3 2' Z Y FCU s FCU FCU FCU5.,.�_.. ,-..w�.._ FCU FCU _,aw,x FCU ` FCU ..�.�,.�., ...�m�..,.....,_.�.� FCu r b 1 �,. 2 ..,.,..u. 3 4 �...#r 4 � 5 6 6 5 r 6 7 3RD FL _ - - 1 CONDENSATE RISER 4 � � s £ 1 L issue Date&Issue Description By Check BRANCH CONNECTIONS t 2 3 Y FULL SIZE OF FCUFC FCU FCU x,....,, F. .,,...,., .. FCU FCU ,,F„=a,.,.,. F rF.�,.,.,. FCU CU ,,. FCU , � k ` F FCU FCU FCU FCU DRAIN CONNECTIONS .s.:,.. r..r,>,..s,, . . .,. w_ nw..,. - f K , ..,rn r 6 < 1 (TYPICAL FOR ALL COND RISERS) 2 2 2 r. 3 4 4 5 e 6 7U PR I_iivINARY PRONG PACKAGE � 2ND FL 71 - �5,26.06 ��.�M �VF'LT SPILL CONDENSATE TO GRADE a S i ,-�r N R rTION ISSUE -GR � �4A� �Jf��.;.. T��.J , D , IN PLANT MULCH, OR TO A GRAVEL BED, p p D D D D D D D D D D D D 1ST FL WHERE IT WILL NOT BE A NUISANCE (TYPICAL) 3 06.15.06 S'�� t�"�L ('Co"H� CH (toH CH KCO'H rCH* CH (C*"H (C*'-H CH CH CH rCH (C'OOHtoH (C'O'H* �,DDEND'!�1 1-1 1 2 3 4Q5�Q6� 7 8Q9� 10 11 �12� 13 14 15 1fi ('3'1 PIPING RISER DIAGRAMS 05.0 SCALE: NONE RELIEF VALVE SET AT 55 PSIG FROM FAN COIL UNITS PRESSURE GAUGE 1 W/NEEDLE VALVE PRESSURE REDUCING VALVE SET AT 12 PSIG AIR VENT MAKE-UP WATER PIPING REFER TO PLUMBING DRAWINGS [`DOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, 1" ' SET AT 75 RELIEF SIG AND SPECIFICATION ON THIS PROJECT. AS 1 SHEET NOTES ET-2 3/4 Seal/Signature CENTRIFUGAL AIR SEPARATOR MAKE-UP ISOLATION VALVE AS Pitt CHEMICAL SHOT AIR CHARGING VALVE (TYPICAL) 2 �\ WATER FEEDER CONNECT TO SIDE (PRESSURE DRY TANK= ---� FROM BFP OR BOTT OF MAIN FILL VALVE PRESSURE) MULTI-PURPOSE VALVE TO FAN COIL UNITS it FLUE \ AIR VENT SIZED FOR 1-3 PSI PD ,n PRV AT THE DESIGN FLOW RATE (TYPICAL) RELIEF VALVE PRESSURE GAUGE PIPE OUTLET T W/NEEDLE VALVE CHEMICAL INDUSTRIAL THERMOMETER FULL SIZE AS-2 SHOT FEEDER W/3/4 COPPER WELL •F P14- 1 Project Name TO DRAIN HWS MULTIPORT PRESSURE Sea Turtle Resort (�) D P TRI-DUTY SUCTION DIFFUSER INDICATOR g p I I Remington Hotel Corporation 3 VALVE UNDERSLUNG CONNECTION WITH STRAINER CREATES THERMAL TRAP cv 1/4" COPPER TUBING •F P Project Number GAS BY T (12" MIN DROP) I FIELD FABRICATED P.C. SUPPORT LEG 02.5635.000 HWR (TYPICAL) o 0 CAD File Name TO FD TO FD , . - ., . - . . , ,. .. 25047-Pr 05-��► Description ril ETED STEEL BASE PLATEPRI SER D!AGRA��S A�'!D FLEW DI,�GRAP��9S DRAIN VALVE 1 CONCRETE (TYPICAL) W/HOSE CONNECTION HOUSEKEEPING PAD 2 1 (TYPICAL) LScale 4 HEATING HOT WATER FLOW DIAGRAM 5 CHILLED NEATER FLOW DIAGRAM -- - tos.o SCALE: NONE 0510 SCALE: NONE 02005 Gensler 6/15/2006 3:08:12 PM T:\2005\25047\Cad\Tiffs\Addendum - 06-15-2006\PRF\25047-M05-00.prf soneal KEY NOTES Sea Turtle Resort 40 Hotel Ashford Hospitality Trust SHEET METAL FASTENER 14185 Dallas Parkway EXHAUST DUCT Suite 1 100 I Dallas, TX 75254 I o I FLOOR SLAB OUTSIDE AIR RISER OPPOSED BLADE I DAMPER I (SEE ARCH DWG FOR DETAILS) GRILLE I I _ o I 22 > n o n n n u n I ' L ' r '. • ` FRESH AIR RISER IN SHAFT FLANGE FOR MOUNTING GRILLE 700 Milani Street EXHAUST SUB-DUCT Suite 400 SEE RISER DIAGRAM FOR SIZE '� — _ �� Houston TX 77002 Telephone 7]3.228.8450 GYPSUM BOARD RATED SHAFT WALL ons T Facsimile 713.229.9343 (SEE ARCH PARTITION PLAN FOR CONSTRUCTION NOTES: 1. FIRE/SMOKE DAMPER SHALL BE UL LISTED AS A COMPLETE ASSEMBLY FOR MOUNTING OUT ex OF THE PLANE OF THE WALL. ACCESS TO THE ACTUATOR SHALL BE PROVIDED THROUGH 24 THE GRILLE. SHEET METAL BAFFLE IN OUTSIDE AIR RISER 2. INSTALL IN ACCORDANCE WITH MANUFACTURER PROVIDED 24 vt LONG BY DUCT WIDTH ULINSTALLATION DATA SHEET. ALIGN BRANCH TAKE—OFF CENTERLINES WITH BAFFLE CENTER LINE TYPICAL FIRE/SMOKE DAMPER INSTALLATION TYPICAL FLOOR SHAFT PENETRATION AT CORNER KING GUEST ROOMS FIREISMOKE DAMPER & SIDEWALL TAI Remington Hotels, LP EXHAUST SUB-DUCT DETAIL 2 OUTSIDE AIR RISER BAFFLE 3 EXHAUST/MAKEUP GRILLE DE L 06.0SCALE: NONE 06'0 SCALE: NONE 06.0 NONE Project Manager 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 r 1/4 " TO 1/2 " GAP, ON ALL SIDES Thornton Tomaseti 1 1 2X1 1 2X1/8 GALV. ANGLE MIN. 1" OVERLAP HAT, SAME ON WALL Structural Engineer GAUGE AS 12750 Merit Drive MOTOR OUT ADJUSTABLE PITCH SLEEVE APPROVED BREAK-A-WAY Suite 750 OF AIRSTREAM MOTOR SHEAVE DUCT JOINT CONNECTOR PER U.L. Dallas, Texas 75251. VIBRATION FIXED PITCH i INSTALLATION DATA SHEET r � ELIMINATORS DRIVE SHEAVE UNIT LIFTING LUG OR TIE r 12"X12" ACCESS DOOR MANUAL RESET SPUN ALUMINUM HOUSING DOWN F I RESTAT OR WITH REMOVABLE MOTOR DOME Thompson Company SMOKE DETECTOR 3/8" FORGED CLEVIS & EYE MEP Engineer NON-FERROUS FASTENER DOME BOLT 0 Technology Par TO PERMIT DOME DRIVE SHAFT RTU REMOVAL REMOVAL FOR ACCESS BALL BEARING 3/8" TURNBUCKLE Norcross, GA 30092 TO MOTOR PERMANENTLY WITH AIRCRAFT CABLE O ALUMINUM BIRD SCREEN LUBRICATED PILLOW ALL AROUND BLOCK BEARINGS 3/8" FORGED EYE BOLT ELECTRICAL CONDUIT NDN-FUSED WELD TO 1/2" "T" BAR WELDED TO REBAR OR GUIDE DISCONNECT SWITCH CENTRIFUGAL FAN PITCH PAN tr STRUCTURE AS REQUIRED SECURE FAN TO CURB WHEEL 01 WITH SCREWS 12'O. C. ALL SIDES SPUN ALUMINUM FINISHED ROOF % FAN CAP k6m MAX 6" MAX FOAM-RUBBER GASKET SPUN ALUMINUM APPLIED TO DISCHARGE APRON TYPE "B " UNDERSIDE FIRE DAMPER ' OF FAN CURB CAP ROOF CURB � " (TYPE "A" SIMILAR BACKDRAFT DAMPER EXCEPT NO HAT) ' FLAT "S", STANDING "S" WELD TO REBAR BOTH SIDES TYP. 2 PER WALL REFER TO ; :,, w'` OR DUCTMATE W/PLASTIC TIE DOWN ARCHITECTURAL CLIPS PER U.L. INSTALLATION ROOF STRUCTURE PARTITION PLANS DATA SHEET AND SMACNA SEE ARCHITECTURAL FOR CONSTRUCTION y,,`a PRESSURE CLASS REQUIREMENTS RUN POWER SUPPLY LEADS AND STRUCTURAL WELD HURRICANE ANCHORS TO REBARS DETAILS IN CORNER INSIDE DRAWINGS FOR DETAILS CURB PROVIDE CLEARANCE OR TOPCHORD OF STEEL HOLE IN DAMPER NOTEi NOTES: 1. CURBS AND FANS SHALL BE FROM THE SAME MANUFACTURER, SECURE CURB TO ROOF 1. WHEN MULTIPLE DAMPER ASSEMBLIES ARE JOINED AND FOR FASTENING DAMPER WITH SHEET METAL SCREWS, LAG BOLTS TO SLEEVE, USE 1/4 - 20 BOLTS, NO. 10 SCREWS, 3/16 " POP RIVETS OR 1/2 " LAGGED OR OTHER METHODS CONSISTANT WITH ROOF WELDS STAGGERED INTERMITTENTLY AND SPACED 6" MAXIMUM CENTER TO CENTER. CONSTRUCTION. NOTES: 2. RETAINING ANGLES SHALL BE A MINIMUM OF 1 1/2 " x 1 1/2 " x 14" GAUGE. ANGLES SHALL 1. PROVIDE 6 TIE DOWNS PER UNIT OVERLAP THE WALL BY A MINIMUM OF ONE INCH. 3. ACTUAL INSTALLATION REQUIREMENTS FOR DAMPER USED SHALL BE PER DAMPER'S U.L. INSTALLATION DATA SHEET. 4 ROOF MOUNTED CENTRIFUGAL EXHAUST FAN s HURRICANE TIE DOWNS 6 FIRE/SMOKE DAMPER MOUNTING DETAIL 6.0 060 SCALE: NONE 06.0 SCALE: NONE . to 0 SCALE: NONE Issue Date&Issue Description By Check 1 04.28.06 SMM PRELNflNAP PRCING PACKAGE 2 05.26.06 Shv11 WLT !SSUE FOR PHASE I CONSTR[JCT101,] SUCTION THERMOMETER DISCHARGE TEST WELL PIPE SPOOL PRESSURE GAUGE COMB. BALANCING/ W/ SNUBBER (TYP.) SHUT-OFF VALVE W/ MEMORY STOP WELD SKIRT TO Q® EXTERIOR DUCT INSULATION THERMOMETERWELLTEST WITH WEATHERPROOF JACKET. DUCT CONTINUOUSLY SILENT-TYPE INSULATION AND JACKET SHALL SHUT-OFF CHECK VALVE TAPPED EXTEND DOWN OVER SKIRT VALVE FLANGE GAUGE COCK AND TEST GAUGE FITTING (TYP.) SUPPORT PUMP INDEPENDENT SEAL AROUND TOP AND BOTTOM 16 GAUGE STAINLESS T-TYPE t VIBRATION ISOLATORS OF PIPING SYSTEM - SUBMIT OF INSULATION WITH STEEL SKIRT, WELD STRAINER PUMP IN MECHANICAL ROOMS FASTENING METHODS TO " AT SEAM Q® SUCTION FLEXIBLE CONNECTOR (TYP.) (TYP-) STRUCTURAL ENGINEER 1.5 OF NONHARDENING CAULKING COMPOUND ROOF CURB 3/4" BOLWDOWN VALVE PUMP DISCHARGE UNION TYPE CONNECTION W/ HOSE CONNECTION COUPLING W/ SO PUMP CAN BE REMOVED COUPLING GUARD FOR SERVICE 4" 1 1/4"X1 1/4"X1/4" MIN. OF 5 HOLD DOWN NUT �! PROVIDE FLASHING & ANGLE IRON SUPPORT. PIPE DIA. & WASHER COUNTER FLASHING AT WELD TO PIPE I . ROOF CURB. SEE ARCH. FOR ROOF TYPE & ( MOTOR BEDPLATE METHOD OF SEALING. 3"X3-X1/4" BASE ROOF PLATE. WELD TO 3/4" CHAMBER MATERIAL ANGLE IRON 6" MIN. ALL AROUND SUCTION DISCHARGE Ili UNOTE: REFER TO PROJECT MANUAL ROOF GATE VALVE FOR FOR GENERAL NOTES KEY NOTES STRUCTURE FINISHED FLOOR , , PACK VOID WITH FIBERGLASS o 0 0 0 •o:.:'. 0 12" HOT WATER SERVICE .. OTHERWISE, USE A COMBINATION VALVE AND SPECIFICATION ON THIS PROJECT. DUCT TiiTTTl� .. / BUTTERFLY VALVE S t BALANCING/SHUT-OFF DRAIN TO FLOOR LOOSE BOLT TYPE LEVELING WEDGES. GROUT Y-STRAINER CHECK VALVEFLEX CONNECTOR SHEET NOTES DRAIN (CHILLED WATER FOUNDATION BOLT BASE PLATE AFTER LEVELING. BALL VALVE Sea[/Signature PUMPS ONLY) TIGHTEN HOLD DOWN BOLTS (TYP.) 7 DUCT ROOF PENETRATION CONCRETE BASE 48 HOURS AFTER GROUTING. 06.0 SCALE: NONE NOTE: GAUGE COCK AND GAUGE 1. USE GATE VALVE FOR HEATING WATER PUMPS IN PLACE OF BUTTERFLY VALVE. r8'*"N END SUCTION CENTRIFUGAL PUMP DETAIL os.o 9 IN-LINE PUMP DETAIL SCALE: NONE 06.0 SCALE: NONE Project Name Seo Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD File Name 25047—M06-00 Description DETA!L S Scale M06w00 02005 Gensler 6/15/2006 2:57:32 PM T:\2005\25047\Cad\Tiffs\Addendum - 06-15-2006\PRF\25047-M06-00.prf soneal I_ KEY MOTES Sea Turtle Resort 0 Hotel Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 ELECTRICAL ABBREVIATIONS ELECTRICAL SYMBOL LEGEND LEGEND NOTES: GENERAL NOTES: WHERE ABBREVIATIONS ARE USED IN THE DOCUMENTS AND SYMBOL DESCRIPTION MTG HT L-1 EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED IN ALL BRANCH G-1 ALL SYMBOLS INDICATED IN LEGEND(S) MAY NOT NECESSARILY BE USED ON THIS PROJECT. 700 .MilamStreet NOT LISTED IN THE FOLLOWING, REFER TO ANSI/IEEE NOTE L- STANDARD 100 AND FOR MECHANICAL EQUIPMENT REFER SINGLE THROW TOGGLE SWITCH CIRCUIT RACEWAYS. _ Suite 400 ST THE MECHANICAL SYSTEMS ABBREVIATIONS SCHEDULE. $ SINGLE POLES LE 48" G 2 THE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF ELECTRICAL EQUIPMENT. Houston TX 77002 A AMPERE * TWO SINGLE POLE SINGLE THROW SWITCHES AND BALLAST L-2 UNLESS NOTED, MOUNTING HEIGHT DIMENSIONS ARE TO THE CENTER OF THE REVIEW ARCHITECTURAL DRAWINGS FOR DOOR SWINGS, CABINETS, COUNTERS AND BUILT-IN EQUIPMENT; CONDITIONS Telephone 713.228.8050 COMBINATION TO CONTROL OUTER LAMPS ON ONE SWITCH DEVICE OR OUTLET ABOVE GRADE OR FINISHED FLOOR. INDICATED ON ARCHITECTURAL PLANS SHALL GOVERN. COORDINATE INSTALLATION OF ELECTRICAL EQUIPMENT WITH ensler Facsimile 713.229.9343 AC ALTERNATING CURRENT $$ ' INNER LAMPS ON OTHER SWITCH 48" STRUCTURAL SYSTEM AND MECHANICAL EQUIPMENT AND ACCESS THERETO. COORDINATE INSTALLATION OF RECESSED AFF ABOVE FINISHED FLOOR DOUBLE POLE SINGLE THROW SWITCH 48" L-3 FURNISH AND INSTALL 3/4" CONDUIT HOMERUNS TO NEAREST TELEPHONE ELECTRICAL EQUIPMENT WITH CONCEALED DUCTWORK AND PIPING. REFER TO ARCHITECTURAL DRAWINGS AND/OR INTERIOR AFG ABOVE FINISHED GRADE $ THREE-WAY TOGGLE SWITCH 48" BACKBOARD, UNLESS OTHERWISE INDICATED OR SPECIFIED. DESIGN DRAWINGS FOR ALL DIMENSIONS AND STANDARD DETAILS. DO NOT SCALE. AL ALUMINUM $ FOUR-WAY TOGGLE SWITCH 48" � / ATS AUTOMATIC TRANSFER SWITCH $P SINGLE POLE SINGLE THROW TOGGLE SWITCH W PILOT LAMP 48" L-4 FURNISH AND INSTALL 3/4" CONDUIT HOMERUNS TO NEAREST DATA SYSTEM G-3 CAPITAL LETTERS BESIDE LIGHTING SYMBOL INDICATES FIXTURE TYPE. WHERE INDICATED ON DRAWINGS LOWER CASE AWG AMERICAN WIRE GAUGE � SINGLE POLE SINGLE THROW KEYED TOGGLE SWITCH 48BACKBOARD. LETTER INDICATES SWITCH LEG, DIMMER OR CONTROL DESIGNATION." BC BELOW CEILING SINGLE POLE SINGLE THROW PRESSURE TYPE TOGGLE SWITCH L-5 SPECIAL PURPOSE RECEPTACLE OUTLET, REFER TO KEYNOTES ON RESPECTIVE G-4 NUMERAL BESIDE EQUIPMENT, DEVICES OR OUTLETS INDICATES CIRCUIT CONNECTION. BKR BREAKER $M MANUAL MOTOR RATED SWITCH WITH OVERLOAD PROTECTION DRAWING FOR DESCRIPTION. CATV COMMUNITY ACCESS TELEVISION 0 DIMMER SWITCH 48" G-5 WHEN CONDUCTOR OR CONDUIT SIZE IS INDICATED FOR BRANCH CIRCUIT HOME RUN, THE CONDUCTOR AND CONDUIT SIZE CB CIRCUIT BREAKER 3 3-WAY DIM SWITCH 48" L-6 TELEPHONE BACKBOARD TO BE PLYWOOD PAINTED WITH LOW SMOKE RELEASE INDICATED SHALL BE USED FOR THE COMPLETE CIRCUIT UNLESS OTHERWISE INDICATED. CCTV CLOSED CIRCUIT TELEVISION PAINT. PROVIDE GROUND CONDUCTOR AND DOUBLE DUPLEX RECEPTACLE. SEE CKT CIRCUIT @--v@ ULTRA-SONIC OCCUPANCY SENSOR, WALL / CEILING MOUNTED 80"/- SPECIFICATIONS. G-6 EXTEND (THREE) EMPTY 1" CONDUITS FROM EACH FLUSH MOUNTED PANEL TO POSITION ABOVE ACCESSIBLE CEILING, IF CLG CEILING @--i/@ INFRARED OCCUPANCY SENSOR, WALL / CEILING MOUNTED 80"/- APPLICABLE . CO CONDUIT ONLY DUAL TECHNOLOGY OCCUPANCY SENSOR, WALL CEILING MOUNTED 80" - L-7 DEDICATED CIRCUITS SHALL NOT SHARE A COMMON GROUND OR NEUTRAL _ Remington Hotels, LP CONDUCTOR WITH NON DEDICATED CIRCUITS. DEDICATED CIRCUITS SHALL BE G-7 PROVIDE OUTLET BOX FITTING FOR EACH DEVICE, SIZE TO ACCOMODATE DEVICE AND CONDUCTORS. CNTL CONTROL e- /® m SINGLE RECEPTACLE WALL FLOOR CEILING MOUNTED 18" - INSTALLED IN INDIVIDUAL RACEWAY SYSTEMS. DEDICATED CIRCUIT HOMERUNS Project Manager CPU CENTRAL PROCESSING UNIT ® DUPLEX RECEPTACLE WALL FLOOR CEILING MOUNTED 18" - SHALL NOT BE COMBINED TO SHARE NEUTRAL OR GROUND CONDUCTORS. G-8 WALL SWITCHES CONTROLLING 277 VAC CIRCUITS OF OPPOSITE PHASES (OR 120 VAC) SHALL NOT BE INSTALLED IN A 14185 Dallas Parkwav CU COPPER DOUBLE DUPLEX RECEPTACLE WALL FLOOR / CEILING MOUNTED 18" - COMMON BOX UNLESS A PERMANENT BARRIER IS PROVIDED. Suite 1150 CT CURRENT TRANSFORMER RECEPTACLE ABOVE COUNTER SINGLE / DUPLEX / DOUBLE L-8 NON-DEDICATED BRANCH CIRCUITS SHALL CONSIST OF ONE PHASE CONDUCTOR, Dallas, Texas 75254 � � DUPLEX. MOUNTING HEIGHT TO BE COORDINATED WITH ARCHITECT. ONE NEUTRAL CONDUCTOR AND ONE GROUND CONDUCTOR. SINGLE PHASE G-9 ALL CONDUITS PENETRATING ROOF SHALL BE SEALED - SEE ARCHITECTURAL DOCUMENTS 8c DETAILS. DC DIRECT CURRENT AB HOMERUNS MAY BE COMBINED INTO THREE PHASE 5-WIRE HOMERUNS � ® A SPLIT WIRE DUPLEX RECEPTACLE WALL / FLOOR / CEILING MOUNTED 18 ( � VCAT 0 DELTA AT THE DISCRETION OF THE CONTRACTOR. G-10 ALL RACEWAY AND EQUIPMENT SUPPORTS AND HANGERS SHALL BE ATTACHED TO STRUCTURAL MEMBERS. COORDINATE DIM DIMMER ® 8 SWITCH CONTROLLED DOUBLE DUPLEX RECEPTACLE 18" WITH STRUCTURAL DOCUMENTS. Thornton Tomaseti DISC DISCONNECT SWITCH ® / ® SPECIAL PURPOSE RECEPTACLE WALL / FLOOR / CEILING 18" L-9 MOUNTING HEIGHT DIMENSIONS ARE TO THE BOTTOM OF THE DEVICE ABOVE Structural Engineer DN DOWN MOUNTED NOTE L-5 GRADE OR FINISHED FLOOR. G-11 EXHAUST FAN KEY SWITCHES SHALL BE PROVIDED WITH ENGRAVED 'ON/OFFq DEVICE PLATES. WALL MOUNTED CLOCK RECEPTACLE 12750 Merit Drive E EMERGENCY JUNCTION BOX WALL CEILING OR EQUIPMENT FLOOR MOUNTED G-12 ROOF MOUNTED MECHANICAL EQUIPMENT SHALL HAVE POWER 8c CONTROL RACEWAY ROUTED WITHIN EQUIPMENT ROOF Suite 750 EC EMPTY CONDUIT ® POWER POLE CURB. Dallas, Texas 75251 EX EXISTING FA FIRE ALARM DED DEDICATED CIRCUIT NOTE L-7 ARROWHEAD INDICATES HOMERUN. X-1, 3, AND 5 ADJACENT G-13 DISCONNECT SWITCHES, MOTOR STARTERS AND OTHER ELECTRICAL EQUIPMENT INSTALLED ABOVE ACCESSIBLE CEILINGS, AND A FACP FIRE ALARM CONTROL PANEL REQUIRING ACCESS FOR MAINTENANCE, SHALL BE INSTALLED WITH BOTTOM OF DEVICE A MAXIMUM ONE (1) FOOT ABOVE Thompson Company X-1 A,3,5 HOMERUN ARROWHEADS INDICATES HOMERUN TO PANEL X. FDR FEEDER CIRCUIT NUMBERS 1, 3, AND 5. NOTE L-1,7,8 CEILING TO PROVIDE READY ACCESSIBILITY. CODE REQUIRED CLEARENCES SHALL BE MAINTAINED. MEP Engineer FL FLOOR INDICATES CIRCUIT CONTINUATION OF CIRCUITS 3 AND 5 3 5 N PANEL X. NOTE L-1,7,8 G-14 ACCESS PANELS SHALL BE CONSOLIDATED TO MINIMIZE THE QUANTITY REQUIRED. COORDINATE LOCATION WITH 50 Technology Park�vayr, South. F FUSE OR FUSED OR ABOVE ARCHITECTURAL DOCUMENTS. THE PROPOSED LOCATION OF ACCESS PANELS SHALL BE SUBMITTED TO ARCHITECT FOR Norcross, GA 30092 RACEWAY INSTALLED CONCEALED IN WALL AND FVNR FULL VOLTAGE NON REVERSING / CEILING REVIEW PRIOR TO INSTALLATION. GEN GENERATOR GF GROUND FAULT CIRCUIT INTERRUPTER RACEWAY INSTALLED CONCEALED IN SLAB OR BELOW GRADE GFP GROUND FAULT PROTECTION } RACEWAY INSTALLED EXPOSED GRC OR GRS GALVANIZED RIGID STEEL CONDUIT � �II GROUND G OR GND GROUND FLEXIBLE RACEWAY 6'-0" MAX LENGTH H OR HT HEIGHT o / e CONDUIT UP CONDUIT DOWN HID HIGH INTENSITY DISCHARGE CONDUIT TERMINATION (STUB—OUT HP HORSEPOWER CONDUIT CONTINUATION COORDINATION NOTES: BUS DUCT SIZE RATING AS NOTED) GRAPHICS LEGEND HOA HAND-OFF-AUTOMATIC ( / HZ HERTZ MULTIPLE RACEWAY SYMBOL DESCRIPTION 1. REVIEW ALL SPECIFICATIONS AND DOCUMENTS FOR ELECTRICAL REQUIREMENTS AND LOCATION OF EQUIPMENT IG ISOLATED GROUND CABLE TRAY REQUIRING ELECTRICAL SERVICE. PROVIDE SERVICE TO AND MAKE CONNECTIONS TO ALL SUCH EQUIPMENT. ISO ISOLATED �/4 CABLE TRAY ELBOW AND 'T' CONNECTORS .� J S JB JUNCTION BOX # COLUMN REFERENCE GRID 2. REFER TO LIGHTING DESIGN, INTERIOR DESIGN AND/OR LANDSCAPE DESIGN DOCUMENTS FOR ALL PUBLIC AREA HANDHOLE AND EXTERIOR BUILDING LIGHTING REQUIREMENTS. PROVIDE QUANTITY OF BRANCH CIRCUITS AS REQUIRED TO K KILO, THOUSAND HH KCMIL THOUSAND CIRCULAR MILLS Q MANHOLE CUT LINE SERVE LIGHTING. PROVIDE ALL SWITCHES, DIMMERS, DIMMING SYSTEMS, LOW VOLTAGE CONTROL STATIONS, FLUORESCENT LIGHT FIXTURE. OVERHEAD CONTACTORS, EMERGENCY INTERFACE, ETC., FOR CONTROL OF LIGHTING AS REQUIRED. LED LIGHT EMITTING DIODE ®�� WALL MOUNTED M MOTOR �-i FLUORESCENT STRIP OR INDUSTRIAL LIGHT FIXTURE DRAWING NUMBER 3. REFER TO SPECIAL SYSTEMS DESIGN DOCUMENTS FOR ALL SPECIAL SYSTEMS POWER AND RACEWAY MATV MASTER ANTENNA TELEVISION DRAWING TITLE REQUIREMENTS. PROVIDE QUANTITY OF BRANCH CIRCUITS AS REQUIRED FOR EQUIPMENT. MCB MAIN CIRCUIT BREAKER 0 CEILING MOUNTED LIGHT FIXTURE M C MOTOR CONTROL CENTER WALL MOUNTED LIGHT FIXTURE E1.2 SCALE: 4. REFER TO FOOD SERVICE DESIGN DOCUMENTS FOR ALL KITCHEN AREA POWER REQUIREMENTS. PROVIDE C 0 DIRECTIONAL OR WALL WASH LIGHT FIXTURE SHEET NUMBER QUANTITY OF BRANCH CIRCUITS, SWITCHES, DISCONNECTS, STARTERS, ETC., AS REQUIRED FOR EQUIPMENT. MH MAN HOLE INTERNALLY ILLUMINATED EXIT SIGN. CEILING WALL MOUNTED. DRAWING NUMBER MLO MAIN LUGS ONLY .-�.- PROVIDE ARROWS AS INDICATED 5. REFER TO MECHANICAL AND PLUMBING DOCUMENTS FOR ALL MECHANICAL AND PLUMBING EQUIPMENT POWER MT MOUNT L- 7/ I/I-- " EGRESS AND/OR EMERGENCY LIGHT FIXTURE SHEET NUMBER REQUIREMENTS. PROVIDE QUANTITY OF BRANCH CIRCUITS, SWITCHES, DISCONNECTS, STARTERS, ETC., FOR MTG MOUNTING z ® EGRESS AND EMERGENCY LIGHT FIXTURE, HALF E1.2 EQUIPMENT AS REQUIRED. OF LAMPS OR CENTER LAMP ON EMERGENCY CIRCUIT AREA TO BE NC NORMALLY CLOSED � DETAILED NEC NATIONAL ELECTRICAL CODE :3 LIGHT TRACK AND LIGHT TRACK FIXTURES 6. REFER TO FIRE PROTECTION DRAWINGS FOR ALL DEVICES REQUIRING ELECTRIC SERVICE AND/OR FIRE ALARM Q STEP LIGHT INTERFACE. PROVIDE CONNECTIONS AS REQUIRED. Issue Date&Issue Description By Check NF NON FUSED 04.28.00- EB VyLT NFPA NATIONAL FIRE PROTECTION ASSOCIATION LANDSCAPE UPLIGHT LUMINAIRE REVISION AREA 7. REFER TO ELEVATOR CONSULTANT DOCUMENTS FOR ELECTRICAL REQUIREMENTS. PROVIDE SHUNT TRIP PREL MIM-,IARY PP CI'��G PACi�AGE NIC NOT IN CONTRACT BOLLARD LUMINAIRE AND BASE DEVICES, FIRE ALARM SYSTEM COMPONENTS, FUSES, CONTACTS, RACEWAY, ETC. AND NECESSARY 2 05.26.t 6 DEB "dLT SINGLE POLE MOUNTED EXTERIOR SITE LIGHTING FIXTURE CONNECTIONS AS REQUIRED. �c� E r� t NL NIGHT LIGHT 1.��JE r JR PHASE 1 CJhSTRJvTIC.��i NO NORMALLY OPEN DOUBLE POLE MOUNTED EXTERIOR SITE LIGHTING FIXTURE # REVISION DELTA NTS NOT TO SCALE QUADRUPLE POLE MOUNTED EXTERIOR SITE LIGHTING FIXTURE OC ON CENTER OL OVERLOAD 'LULEF FIRE ALARM CONTROL PANEL P POLE D FIRE ALARM MANUAL INITIATING STATION 48" PC PHOTO-ELECTRIC CONTROL DO/DO FIRE ALARM AUDIO WALL/CEILING MOUNTED. NOTE L-9 80" - PNL PANELBOARD D�/ M FIRE ALARM AUDIO & VISUAL, WALL / CEILING MOUNTED. NOTE L-9 80" - PT POTENTIAL TRANSFORMER ©/© FIRE ALARM VISUAL SIGNAL, WALL / CEILING MOUNTED. NOTE L-9 80" - PVC POLY-VINYL CHLORIDE &-1/8 MINI HORN WALL CEILING. NOTE L-9 80" - R RELAY 90CD INDICATES CANDELA INTENSITY, DECIBEL RATING AND ZONE PANEL NAMING CONVENTION RC REMOTE CONTROL 1-1 ZONE OF FIRE ALARM ANNUCIATION DEVICES. RECPT RECEPTACLE 0-1/0 SMOKE DETECTOR, WALL CEILING MOUNTED EH032K2A REF REFERENCE ®-�/Q THERMAL DETECTOR WALL CEILING MOUNTED MULTI-SECTION PANEL* RMS ROOT MEAN SQUARE MAGNETIC DOOR HOLDER AND RELEASE, WALL/HARDWARE PANEL SEQUENCE SFL SUB FED LUGS MOUNTED PANEL DESCRIPTION SYM SYMMETRICAL COMBINATION SMOKE DETECTOR AND MAGNETIC DOOR HOLDER R - RECEPTACLE © L - LIGHTING SW SWITCH AND RELEASE K - KITCHEN ► FIRE COMMUNICATIONS TELEPHONE JACK 48" SWBD SWITCHBOARD D - DISTRIBUTIONM — MECHANICAL TBB TELEPHONE BACKBOARD = FLUSH MOUNTED PANELBOARD GR — GUEST ROOM TEL TELEPHONE SURFACE MOUNTED PANELBOARD LOCATION - AREA* TV TELEVISION MOTOR CONNECTION LOCATION - LEVELVOLTAGE TVSS TRANSIENT VOLTAGE SURGE SUPRESSOR 60A 3/3R NON-FUSIBLE DISCONNECT SWITCH. RATING / POLES / NEMA TYP TYPICAL ENCLOSURE L - 208V UG UNDERGROUND — 60A/3/3R/40A FUSIBLE DISCONNECT SWITCH. RATING / POLES / NEMA EMERGENCY qZ ENCLOSURE FUSE RATING * MAY BE OMITTED NOTE: REFER TO PROJECT MANUAL UL UNDERWRITERS LABORATORY W SIZE 2/3R MAGNETIC MOTOR STARTER. NEMA SIZE RATING / UPS UNINTERRUPTED POWER SUPPLY ENCLOSURE FOR GENERAL NOTES, KEY NOTES, V VOLTS V COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECTING AND SPECIFICATION ON THIS PROJECT. VA VOLT-AMPERE SIZE 2/3R/40 MEANS. NEMA SIZE RATING / ENCLOSURE / FUSE RATING W WATTS V `� WHERE REQUIRED SIZE 2/1 ED SOLID STATE STARTER AND DISCONNECT WP WEATHERPROOF VARIABLE SPESHEET NOTES XFMR TRANSFORMER `M MEANS. NEMA SIZE RATING ENCLOSURE. EQUIPMENT AS INDICATED Seal/Signature XP EXPLOSION PROOF © CONTACTOR Y WYE VOICE DATA OUTLET WALL FLOOR ABOVE COUNTER 18 z IMPEDANCE NOTE L-3,4 TELEVISION OUTLET WALL / CEILING MOUNTED 18" - q P TELECOMMUNICATIONS BACKBOARD. NOTE L-6 18 I o LOW VOLTAGE PUSH BUTTON 48" 3 AMMETER v VOLTMETER Project Name X DOOR CHIME Sea Turtle Resort Remington Hotel Corporation LProject Number 02.5635.000 CAD File Name x02-00 Description ELEC T RICAL LEGEND Scale E00m01 02005 Gensler 6/15/2006 2:59:56 PM T:\2005\25047\Cad\Tiff5\Addendum - 06-15-2006\PRF\25047-E00-01.prf soneal KEY NOTES Sea Turtle Resort Hotel Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 MECHANICAL EQUIPMENT SCHEDULE NEW PANEL HRF1 Dallas, TX 75254 ELECTRICAL REQUIREMENTS MAINS: 800 MLO VOLTAGE: 480/277 WIRE: 4 MOUNTING: SURFACE UNIT UNIT ELEC. CHARACTERISTICS PANEL/CIRCUIT CIRCUIT DISCONNECT NOTES BUS: 800 A PHASE: 3 AIC: 50 kA ENCLOSURE: NEMA 3R NUMBER LOCATION KW HP FLA V I PH DESIGNATION DESCRIPTION SWITCH CKT TRIP LOAD DESCRIPTION CONNECTED LOAD KVA DESCRIPTION LOAD TRIP CKT # POLE TYPE kVA PHA PH B PH C kVA TYPE POLE # CH-1 ROOF 158.6 480 3 HRF1-1,3,5 4#250, #4G, 2-1/2"C 400/3/3R 1250 C CHILLER CH-1 52.9 74.9 22.0 OAU-1 F 100 2 3 CH-1 ROOF 10.0 120 1 LG-38 2#10,#10G, 3/4"C TOGGLE HEAT TRACE CKT 3 C 52.9 74.9 22.0 F 4 B-1 ROOF 16.0 120 1 PH-17 2#12,#12G, 3/4"C 30/1/3R 5 C 52.9 74.9 22.0 F 3 6 7 F P-1 22.0 22.0 OAU-2 F 100 8 P-1 ROOF 10 480 3 HRF1-7,9,11 3#12,#12G, 3/4"C 30/3/3R 9 F 22.0 22.0 F 10 P-2 ROOF 10 480 3 HRF1-13,15,17 3#12, #12G, 3/4"C 30/3/3R 11 3 F 22.0 22.0 F 3 12 P-3 ROOF 3 480 1 3 HRF1-19,21,23 3#12,#12G, 3/4"C 30/3/3R 13F P-2 22.0 22.0 OAU-3 F 100 14 15 F 22.0 22.0 F 16 OAU-1 ROOF 79.0 480 3 HRF1-2,4,6 4#3,#8G, 1-1/4"C 100/3/3R 17 3 F 22.0 22.0 F 3 3 18 OAU-2 ROOF 79.0 480 3 HRF1-8,10,12 4#3,#8G, 1-1/4"C 100/3/3R 19 F P-3 14.0 14.0 OAU-4 F 20 OAU-3 ROOF 79.0 480 3 HRF1-14,16,18 4#3,#8G, 1-114"C 100/3/3R 21 F 14.0 14.0 F 22 700 Md am Street OAU-4 ROOF 50.0 480 3 HRF1-20,22,24 4#4,#8G, 1-1/4"C 100/3/3R 23 F 14.0 14.0 F 3 24 Suite 400 25 2011 F EF-A 0.2 0.2 2011 26 Houston TX 77002 FCU-1 1-2-7 DBL GUESTRM NW 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R 27 20/1 F EF-B 0.3 0.3 20/1 28 FCU-2 1-2-7 DBL GUESTRM NE 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R 29 2011 20/1 30 Telephone 713.228.8050 ns r Facsimile 713.229.9343 FCU-3 1-2-7 KING GUESTRM NE 0.42 277 1 SEE DETAILS 3#12, #12G, 3/4"C 30/1/3R 31 20/1 20/1 32 FCU-4 1-2-7 DBL GUESTRM E 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R 33 20/1 20/1 34 FCU-5 1-2-7 KING GUESTRM SE 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R 35 20/1 20/1 36 FCU-6 1-2-7 DBL GUESTRM S 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R 37 20/1 20/1 38 FCU-7 1-2-7 DBL GUESTRM SW 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R 39 20/1 20/1 40 FCU-8 SPARE 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R 41 20/1 20/1 42 FCU-9 SPARE 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R Panel Load Analysis FCU-10 SPARE 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R Load Conn. Deman 2002 NEC Load Conn. Deman 2002 NEC FCU-11 L8 DBL GUESTRM NW 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R Type Description KVA KVA Reference Type Description KVA KVA Reference FCU-12 L8 DBL GUESTRM N 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R A Lighting Per NEC Table 220.11 E Kitchen Equipment Per NEC Table 220.20 FCU-13 L8 KING GUESTRM NE 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R B Receptacles Per NEC Table 220.13 F Motor 240.5 246.0 Per NEC Table 430.22 FCU-14 L8 DBL GUESTRM E 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R C Air-Conditioning 158.7 171.9 Per NEC Article 440.4 G Other FCU-15 L8 KING GUESTRM SE 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R D Heating Per NEC Article 220.15 FCU-16 L8 DBL GUESTRM S 0.42 277 1 SEE DETAILS 3#12, #12G, 3/4"C 30/1/3R Phase A Connected Loal 133.1 1 LOCATION: FCU-17 L8 DBL GUESTRM SW 0.42 277 1 SEE DETAILS 3#12, #12G, 3/4"C 30/1/3R Phase B Connected Loa 133.2 1 TOTAL CONNECTED LOAD: 399.2 KVA FCU-18 SPARE 0.42 277 1 SEE DETAILS 3#12, #12G, 3/4"C 30/1/3R Phase C Connected Loal 132.9 1 TOTAL DEMAND LOAD: 417.9 KVA FCU-19 SPARE 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R FCU-20 SPARE 0.42 277 1 SEE DETAILS 3#12,#12G, 3/4"C 30/1/3R EF-A ROOF 0.2 277 1 HRFl-25 3#12, #12G, 3/4"C 30/1/3R Remington Hotels, LP EF-B VENDING MACHINE 0.3 277 1 HRFl-27 3#12,#12G, 3/4"C 30/1/3R Project Manager 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 Thornton Tomasetl Structural Engineer 12750 Merit Drive Suite 750 Dallas, Texas 75251 Thompson Company MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 ( � Issue Date&Issue Description By Check 1 04.20 13 DEB WLT PELIW,IM'Y PRICNG' PACKAGE 2 05.26.'` 6 ��EB 4dLT ISSUE CR FHASE 1 C011STRUCTIGN NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET NOTES Seat/Signature v l tj I I IProject Name Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD File Name x02-00 Description ELECTRICAL SCHEDULES Scale EOOmO2 GQ2005 Gensler 6/15/2006 2:59:47 PM T:\2005\25047\Cad\Tiffs\Addendum - 06-15-2006\PRF\25047-E00-02.prf soneal KEY NOTES Sea Turtle Resort Q TAP %DP' BUS TO CONNECT NEW FEEDER FOR NEW ROOFTOP PANEL HRF1. Hotel Renovatl* on Ashford Hospitality Trust 14185 Dallas Parkway 480/R277W Suite 11 oQ 800A BUS Dallas, TX 75254 ROOF I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 700 Warn Street Suite 400 Houston TX 77002 Telephone 713.228.8050 Pnsler Facsimile 713.229.9343 LEVEL EIGHT I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Remington Hotels, LP I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I LEVEL I SEVEN I Project Manager 14185 Dallas Parkwav Suite 1150 Dallas, Texas 75254 Thornton Tomaseti Structural Engineer 12750 Merit Drive Suite 750 Dallas, Texas 75251 LEVEL SIX Thompson Company MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 LEVEL FIVE I I I I I I I I I I I I I I I I I I I I I I I i I I I I I i I I I I I I I i I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I LEVEL FOUR I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I i I I I I I I I I i I I I I I I I I I I ILL Issue Date&Issue Description By Check 1 04.98.06 DEB WLT PRELI W' ARY PRICING PACK At-'E 1 05.26.1 8 DEB WLT ISSUE ECR 'H;;SE 1 C 0 N S T R_1CT10"1 LEVEL THREE I I I I I I I f I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I i I I I I I I I I i I I I I i I I I I I I I I I I I I I I I I I I I LEVEL TWO I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I t I I ! I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I (2 SETS) 4#600, #1/OG, 4"C NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. 800A ENCLOSED SHEET N EXISTING 480/277V1 CIRCUIT BREAKER Seal/Signature SWITCHBOARD O "MDP" (2 SETS) 4#600, #1/OG, 4"C v LEVEL ONE LEVEL ZERO ROOF I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I i I Project Name Sea Turtle Resort Remington Hotel Corporation lProject Number 02.5635.000 CAD File Name r x 0 L") 2� Description ELECTRICAL BSER LScale LEVEL ZERO I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I i I I i I I I I I I I I I I I I I I I I I I I I ELECTRICAL; RISER. E03,01 N.T.S, E03101 cCQ2005 Gensler 6/15/2006 2:59:25 PM T:\2005\25047\Cad\Tlffs\Addendum - 06-15-2006\PRF\25047-E03-01.prf soneal KEY NOTES Sea Turtle Resort Hotel Renovati* on Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 �. .... ux;. .......... i i i 7 C11 sa.:.i ...... ,w 700 MilamStreet •Fr $1::� S 2� � � Suite 400 Houston TX 77002 _....,_.,_.� ��.,.... a Telephone 713.228.8050 ensler ,. Facsimile 713.229.9343 CIRCUIT FCU % TO FLOOR 480/277V ., PANEL H(A,B,C,D,E,F,G) y TYPICAL UNIT ` z' t 1 I Remington Hotels, LP k. .' Project Manager 4 ..... 14185 Dallas ParkNvav Suite 1150 H ABCQEFG ( ) Dallas. Texas 7254 208/120V BUS EXISTING CIRCUIT Thornton TomasetlFCU — — — 22#2#, , , c �_ h � ��• Structural Engineer = ' �' '✓ n = aj 12750 Merit Drive Suite 750 EXISTING FLOOR PANEL Dallas. Texas 75251 Thompson Company MEP Engineer 50 Technology Parkway, South. Norcross, GA 30092 TYPICAL GUESTROOI 2 FCU CONNECTION DETAIL E06.01gCAlE: 'I/4"= 1'-0" E06.01 N.T.S. Issue Date&Issue Description By Check 1 04.28.06 DEB t!4''T PREL'M1[--1ARY PR;CING" PACKAGE 2 05.26.06 DEB WLT 1SS1,JE FOR PRASE 1 CONSTROCT1011 a NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET NOTES Seal/Signature I Project Name Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635,000 CAD File Name x02-00 'Description ELLA TRICAL DETAILS Scale E06HOl c@2005 Gensler 6/15/2006 2:59:11 PM T:\2005\25047\Cad\Tiffs\Addendum - 06-15-2006\PRF\25047-E06-01.prf soneal KEY COTES Sea Turfttle Resort 110tel Ashford Hospitality Trust 1 i I }----------------� I p ty I 14185 Dallas Parkway AX AY AZ A B C d E I i S I I G H J 1 K I L I , . I Suite 1100 I Dallas, TX 75254 ------------------------ n n n i n n n i n n n i n n n i u n n i u n n l n n n i u n n i u n n i n n u I u n n i u n n II II II II II II II II II II II 11 II it II II it II II II II it II II II it II II II !I II II II II II II I I II fl i t I I II II i t I I II II I I I I II II I I I I II it I I I I II II I II II II II Il II II ii II II II I( II I) !! II II it 11 II I'I II II II — it I I II II I I II II I I II II I I II I! III II II _ 700 Milam Street It it 1 II II II II II II I! II II II II II 1 . 1 uite II I I II II I I II II l I II !I I I II II I I II II I I II II III II If I I I S400 L:L= III II II II Houston TX 77002 Telephone 713.228.8050 ensler Facsimile 713.229.9343 - 1 . 9 2 - - )( y y=1'Y'y Y 'X _ - 2. Remington Hotels, LP Project Manager 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 3 3. 1 It Y� Thornton omaseti Structural Engineer 12750 Merit Drive Suite 750 Dallas, Texas 75251 II I I II it I I II it I I II II f l it II I I If II I I II II I I II II I I ll II i i II II I I fl fl I I 11 II I I II II I I II II I i II _ - I II II I I II II I I I( II I I II II I II 3. 9 II I! II 11 II II 1! I( Ii II I _ Tompson Company 4 I I !I 1 1 I I I I I I I I I I I I I I 1! I I I I !I I I I I 1 ( I I I I !I I I I I I I I MEP Engineer II II II II II II it II I! II II II II II !I II II II II II II II II II ii I I I( II I I II II I I II II I I II Il I I II II I I II II I I 11 Il I i (f II I I II II 1 I II II I I II 11 I I II 50 Technology Parkway, South i u U u U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U Norcross, GA 30092 I ,71 I I I I I i I 1 1 I I 1 KEY NOTES: (applies this sheet only) POWER PLAN - ROOF= I 1 I EP02.09 _ I I I O RELOCATE LOW VOLTAGE/ANTENNA EQUIPMENT, BOXES, WIRING, WALL LIGHT AND LIGHT SWITCH TO NEW LOCATION AS SHOWN. �,� SCALE: 1/8"- 1 .0 I 1 COORDINATE NEW ROUTING BEFORE PROCEEDING. ` G Issue Date&Issue Description By Check r ,r 1 3 _ 06.16.06 DEB WLT ADDENDUM 1-1 4" OF FIRE RESISTANT FOAM SEALANT (CHASE TECHNOLOGY CORP. #PR-855) CONDUIT SLEEVE FOR CONDUITS 2" AND LARGER FLOOR SLAB IL • • • •• • • • ••• • • • • • • •• •••.. •. e.. I 16 GAUGE CONTINUOUS SHEET METAL ENCLOSURE i 1/2" OF RATED FIRE SEAL INSULATION PRODUCTS USING DIFFERENT SEALING METHODS REQUIRE PRE BID APPROVAL 2 CONDUIT FLOOR PENETRATION EP`2.09 SCALE: N.T.S. NOTE: REFER TO PROJECT MANUAL SHDT FOR GENERAL NOTES, KEY NOTES,NEW AND SIPECIFICATION ON THIS PROJECT. SHEET NOTES Seal/Signature u V l IProject Name Sea Turtle Resort Remington Hotel Corporation IProject Number 02.5635.000 CAD File Name 25047-EO2-09 lDescription POWER PLAN ROOF [Scale SCALE: 1/8"=1 '-0" 0 1 ' 4' 8' 16' EP02n09 N . 02005 Gensler 6/15/2006 2:58:55 PM T:\2005\25047\Cad\Tiffs\Addendum - 06-15-2006\PRF\25047-EP02-09.prf soneal i _ �J� 6 ^J� C*P V v nsier Architect 700 Milam Street Suite 400 Houston, Texas 77002 713 ,022808050 Hotel Renovation Thornton omasetti Structural Engineer 12750 Merit Drive, Suite 750, LB-7 Dallas, Texas 75251 972-387-8393 Thompson Company MEP Engineer Phase I , Issue for Permit Revision 12 . 22 . 06 50 Technology Parkway, South Norcross, Georgia 30092 404-266- 1400 Consultants to Remington Hotels, LP Leo A . Daly 1 Ocean Boulevard Interior Designer The Offices at Mockingbird Station -„ 5307 East Mockingbird Lane, Suite 400 Atlantic BeachDallasFlorida 32233 Texas MWV Duval County 214-526- 1144 155Z 1e2 ��`A. l P.QviSns 5�{ ? Fj�FCOpy 0 .......-------- Illy NMI E 0 r% r%M 0 E E 0 In 0 ME GRA I" ^YMBOLO""' GRA PHIC 'YMBOL^'"& (O%ONT.) UKArn"Ito,"' SYMBOLS VIUNImunY Mm P DRAWING INDEX k; I A rIT"I a uta le VA it 19 A 0 on 0 Oft&"%JL 0 aft ELEVATION IN Dft I CAT 10 NES F%JWEILj% & %-oummoul N IGO"ATIOM U N ZSTROUPUTIUN AOO.00 DRAWING INIDEX, VICINITY MAP, j 7 IzA n W- 1W _r "a ' T r LOCATION MAP & PROJECT INFORMATION P� I Ren at@ ............. CN! Z SUR SURVEY WALL MOUNTED DUPLEX I.............. V RAM P%Alk AL Ni" STONE WALL MOUNTED FOURPLEX Ashford Hospitality Trust A HITE"TUR" L V WALL MOUNTED TELEPHONE RECEPTACLE COLUMN GRID X, 14185 Dallas Parkway AOO.10 GENERAL NIOTES W/ it V WALL MOUNTED TELE/DATA RECEPTACLE ar/o BRICK/CONCRETE BLOCK line AOO.20 PROJECT PHASING PLAN Suite I 1 '0 V WALL MOUNTED DATA RECEPTACLE EXISTING CONSTRUCTION TO REMAIN 4 17�2' AOO.21 UL ASSEMBLIES USIA's "'A EXISTING CONSTRUCTION TO BE DEMOLISHED MIR 75254 Kyn WALL MOUNTED A/V TROUGH 91,14",H Wdkf'Hik! AOO.40 TYPICAL ACCESSIBILITY INFORMATION liallas T AOO.50 SITE PLAN Q WALL MOUNTED A/V RECEPTACLE NEW PARTITION !F 4 FINISHED WOOD 11gcv- *7 NOE 14�1 REFERENCE TO PARTITION TYPE 04'r1t, /_i I".*1, "0 DEMOLITION PLAN LEVEL 2-8 A01.02 R qA WALL MOUNTED CABLE TV RECEPTACLE 11",koNA WALL MOUNTED VOICE/DATA JUNCTION BOX A01.09 DEMOLITION PLAN ROOF I�I IWO", '8 y 1 HR. RATED PARTITION tu GLASS q) WALL MOUNTED ELECTRICAL JUNCTION BOX V� ga LEVELS 2-8 N CONSTRUCTION PLAN 6 A02.02 I "" r r M A02.09 CONSTRUCTION PLAN ROOF Mix" 001 2 HR. RATED PARTITION ry WALL MOUNTED SYSTEMS PANEL VOICE/DATA INFEED P, xa;4' 1 0, "A 3 HR. RATED PARTITION rD) ,MAS"' WALL MOUNTED SYSTEMS PANEL POWER INFEED Ws xz .4 GUESTROOM DEMOLITION A08.1 0 ENLARGED PLANS flc1se 111111111113111111111M 4 HR. RATED PARTITION SURFACE MOUNTED FLOOR DUPLEX rp4 SECTION INDICATIONS �,W,0,I AV A08.20 ENLARGED PLANS GUESTROOM CONSTRUCTION A21 Nep nelmack- Lj A08.40 SURFACE MOUNTED FLOOR FOURPLEX SMOKE PARTITION A GUESTROOM ... ....... -1 700 Milarn Street 5 ENLARGED REFELCTED CEILING PLANS A08.50 DETAILS GUESTROOMS ANIA'A SURFACE MOUNTED FLOOR DEDICATED DUPLEX EGRESS PATH PRIMARY Suite 400 -j- 3 i ff'l 1 1",1 v, V �P" Houston TX 11 SAND OR GROUT SURFACE MOUNTED FLOOR SEPARATE DUPLEX t 14TIT Telephone 713.228.8050 EGRESS PATH SECONDARY t A09.00 DEMOLITION EXTERIOR ELEVATIONS SURFACE MOUNTED FLOOR DEDICATED FOURPLEX A09.01 DEMOLITION EXTERIOR ELEVATIONS 4 We Cmensler Facsimile 713.229.9343 EARTH OR NATURAL GROUND ELEVATION DATUM POINT �2 0 f A09.1 0 EXTERIOR ELEVATIONS SURFACE MOUNTED FLOOR HALF DEDICATED FOURPLEX IV!, "111 01 N v q, o","I EXTERIOR ELEVATIONS Z A09.11 �0 0 �01 j a own I V-1 W/1 ROOM NAME so 0 SURFACE MOUNTED FLOOR TELEPHONE RECEPTACLE so 4, POROUS FILL (GRAVEL) OFFICE A09.20 _a A A09.30 04F06 SM -1, 1 WALL SECTIONS BUILDING SECTIONS 01 V� ROOM NUMBER W-11."", KNN SURFACE MOUNTED FLOOR TELE/DATA RECEPTACLE gr A09.31 H I 'J g WALL SECTIONS A, gvq Ap STONE U 1,0 SURFACE MOUNTED FLOOR DATA RECEPTACLE H DOOR NUMBER (WITH SCHEDULE) il"," A09.32 WALL SECTIONS Ae V01 or _, I 1�1 , �4 V j) A09.36 In! INN 11, 1, WALL SECTIONS ff SURFACE MOUNTED FLOOR A/V RECEPTACLE ALIGN -4. CONCRETE ENLARGED EXTERIOR ELEVATIONS M SURFACE MOUNTED FLOOR SYSTEMS PANEL VOICE/DATA INFEED ALIGN WITH ESTABLISHED A09.40 SURFACE MOUNTED FLOOR SYSTEMS PANEL POWER INFEED SURFACES A09.41 ENLARGED EXTERIOR ELEVATIONS BRICK A09,42 ENLARGED EXTERIOR ELEVATIONS SURFACE MOUNTED FLOOR DUPLEX/VOICE/DATA @ SHEET NOTE OWN ft 0 Mk NMI A09.50 SECTION DETAILS CONCRETE MASONRY UNIT SURFACE MOUNTED FLOOR FOURPLEX/VOICE/DATA L %w#A I ION MAV A09.51 SECTION DETAILS K?gm 111IIIIII 1 11111 1 A09.52 SECTION DETAILS F7 SURFACE MOUNTED FLOOR DEDICATED DUPLEX/VOICE/DATA REVISION REFERENCE A09.53 SECTION DETAILS METAL SURFACE MOUNTED FLOOR SEPARATE DUPLEX/VOICE/DATA Remington Hotels, LP j t SURFACE MOUNTED FLOOR DEDICATED FOURPLEX/VOICE/DATA r7"7__ PLAN D Pro ect Manager A A 12.21 RAILING DETAILS NON-FERROUS ALUMINUM 14185 Dallas Parkway S SURFACE MOUNTED FLOOR HALF DEDICATED FOURPLEX/VOICE/DATA LOCATION ON ROW WHERE SHOWN DIRECTION OF ELEVATION Suite 1150 SURFACE MOUNTED FLOOR POKE THRU TELEPHONE RECEPTACLE XX - --- ---- ROW ON ELEVATION SHEET WHERE SHOWN Dallas, Texas 75254 PLYWOOD AXX.XX SURFACE MOUNTED FLOOR POKE THRU TELE/DATA RECEPTACLE SHEET WHERE SHOWN STRUCTURAL 2nd St S01.00 GENERALNOTES WOOD (FINISH) &) SURFACE MOUNTED FLOOR POKE THRU DATA RECEPTACLE Thornton Tomasetti XA DETAIL NUMBER v SURFACE MOUNTED FLOOR POKE THRU A/V RECEPTACLE AX X SHEET WHERE SHOWN S02.05 LEVELS 3-8 Structural Engineer FL12.NW WOOD (CONTINUOUS) SURFACE MOUNTED FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA INFEED DESCRIPTION OF SIMILAR OR OPPOSITE S02.09 ROOF FRAMING PLAN 12750 Merit Drive, Suite 750, LB-7 FLOOR LEVEL AND AREA OR PHASE Dallas, Texas 75251 SURFACE MOUNTED FLOOR POKE THRU SYSTEMS PANEL POWER INFEED AREA TO BE DETAILED WOOD (BLOCKING) r S03.00 SECTIONS AND DETAILS INTERRUPTED MEMBER FLUSH FLOOR FLOOR DUPLEX '2111, FLUSH FLOOR FOURPLEX MILLWORK ®R SO4.00 ROOF LEVEL SECTIONS AND DETAILS rTn MILLWORK SCHEDULE TAG (IF USED) SO4.01 ROOF LEVEL SECTIONS AND DETAILS Thompson Company INSULATION (LOOSE OR BATT) FLUSH FLOOR DEDICATED DUPLEX XXXX St MEP Engineer LUSH FLOOR SEPARATE DUPLEX A 4) F �t FHC eview Avp, PROJ 50 Technology Parkway, South FIRE HOSE CABINET INSULATION (RIGID) HE FLUSH FLOOR DEDICATED FOURPLEX MECHANICAL Norcross, GA 30092 FLUSH FLOOR HALF DEDICATED FOURPLEX FIRE EXTINGUISHER WITHOUT CABINET GLASS (LARGE SCALE) 1A MOO.00 LEGEND AND ABBREVIATIONS AuanW lvd 10 FLUSH FLOOR DEDICATED SINGLE FEC FIRE EXTINGUSHER CABINET Aftntic Blvd 1A i& Aban' Iv MaOo Blvd MOO.10 GENERAL NOTES Ad'anW Blvd 10 FLUSH FLOOR TELEPHONE RECEPTACLE MOO.20 SCHEDULES AND SEQUENCE OF OPERATION GYPSUM BOARD FLUSH FLOOR TELE/DATA RECEPTACLE FIRE VALVE WITHOUT CABINET FVC FIRE VALVE CABINET M02.02 MECHANICAL PLAN - LEVELS 2 THRU 8 PLASTER WITH LATH FLUSH FLOOR DATA RECEPTACLE M02.09 MECHANICAL PLAN ROOF FLUSH FLOOR A/V RECEPTACLE IM FIRE ALARM PULL M05.00 RISER DIAGRAMS ACOUSTICAL TILE FLUSH FLOOR SYSTEMS PANEL VOICE/DATA INFEED M05.01 FLOW DIAGRAMS Consultants toRemington Hotels, LP FLUSH FLOOR SYSTEMS PANEL POWER INFEED 1A 1A '42 M06.00 DETAILS CARPET FLUSH FLOOR DUPLEX/VOICE/DATA CEI Engineering Associates, Inc. FABRIC WRAPPED PANEL FLUSH FLOOR DEDICATED DUPLEX/VOICE/DATA P1 Civil Engineer FLUSH FLOOR SEPARATE DUPLEX/VOICE/DATA ELECTRICAL 4475 U.S. I South ------------ FLUSH FLOOR DEDICATED FOURPLEX/VOICE/DATA REFLECTED CEILING Ul e St. Augustine, FL 32086 P R 0 AE I"I" D ElE%'0'43 C R I P N"I I Ur%N z� FLUSH FLOOR HALF DEDICATED FOURPLEX/VOICE/DATA EOO.01 ELECTRICAL LEGEND FLUSH FLOOR DUPLEX/AV/VOICE/DATA ACOUSTICAL CEILING AND GRID EOO.02 ELECTRICAL SCHEDULES MAIN RUNNER Leo A. Daly FLUSH FLOOR FLOOR FOURPLEX/AV/VOICE/DATA E03.01 ELECTRICAL RISER Interior Designer QD FLUSH FLOOR POKE THRU DUPLEX FLUORESCENT LIGHT FIXTURE E06.01 ENLARGED GUESTROOMS The Offices at Mockingbird PHASE 0HE @) FLUSH FLOOR POKE THRU FOURPLEX E06.02 ENLARGED GUESTROOMS Station (ID FLUSH FLOOR POKE THRU DEDICATED DUPLEX FLOURESCENT LIGHT FIXTURE/EMERGENCY CIRCUIT R 0 J E t0a%o 410 1 Nm 10 F"O R M 'Am I I C)"N E06.03 ENLARGED GUESTROOMS 5307 East Mockingbird Lane The facility is an existing eight story nominal 193 key hotel with ballroom and (1) FLUSH FLOOR POKE THRU SEPARATE DUPLEX Suite 400 conference center, restaurant and bar, and parking for 200 + vehicles. The Phase EXISTING TO BE REMOVED EL02.02 TYPICAL LIGHTING PLAN Dallas, TX 75206 One scope of work is limited primarily work on the tower from level 2 and above FLUSH FLOOR POKE THRU DEDICATED FOURPLEX EL02.05 FLOOR 5TH THRU 8TH LIGHTING PLAN including the roof with new clay tile mansard screen, new guestroom floor interiors, FLUSH FLOOR POKE THRU HALF DEDICATED FOURPLEX UNDER CABINET FLUORESCENT FIXTURE BUILDING ADDRESS: 1 OCEAN BOULEVARD, ATLANTIC BEACH, FLORIDA 32233 and associated mechanical, electrical, and plumbing work. Including, but not limited to: FLUSH FLOOR POKE THRU TELEPHONE RECEPTACLE ---------- FLUORESCENT STRIP FIXTURE EP02.02 TYPICAL POWER PLAN 1. Existing Stucco Finishes at exterior walls - Strip, prime and finish coats only. FLUORESCENT PENDANT FIXTURE BLOCK AND LOT NO.: BLOCK 36 EP02.05 FLOOR 5TH THRU 8TH POWER PLAN Issue Date&Issue Description By Check FLUSH FLOOR POKE THRU TELE/DATA RECEPTACLE X$41 EP02.09 ROOF ELECTRICAL PLAN 2. Extruded Polystyrene surface banding as part of the cement plaster system. FLUSH FLOOR POKE THRU DATA RECEPTACLE CEILING HEIGHT CHANGE 1 04.28.06 KBB GL ZONING: COMMERCIAL, GENERAL PRELIMINARY PRICING PACKAGE 3. New Clay Tile Mansard roof screen - over metal framing and plywood deck with FLUSH FLOOR POKE THRU A/V RECEPTACLE X I-XII PLUMBING 2 05.26.06 KBB GL FLUSH FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA INFEED complete roofing system. ( X _X1? DIMENSION OF CEILING ABOVE FINISH FLOOR OCCUPANCY TYPE: MIXED (A-2, B, R-1) - A ISSUE FOR PHASE I CONSTRUCTION FLUSH FLOOR POKE THRU SYSTEMS PANEL POWER INFEED 1 08.11.06 KBB GPL 4. Patching of existing membrane roof system as needed to install new structural and DOOR RELEASE MOTION SENSOR /XXXX\ CEILING FINISH POO.01 LEGEND AND ABBREVIATIONS ISSUE FOR PHASE 11 PRICING & PERMIT mechanical systems. WALL MOUNTED EXIT SIGN, SHOWS QUANTITY OF R-1 OCCUPANCY: 193KEYHOTEL /N 10 12,08.06 KBB MK [UL ELECTRO-MAGNETIC LOCK FACE(S) AND DIRECTION OF ARROW(S) P02.00 FLOOR PLAN LEVEL 0 - A ISSUE FOR GMIP 5. New prefinished aluminum storefront replacement window system installed between [CM CARD READER CONSTRUCTION TYPE: 113 P02.01 FLOOR PLAN LEVEL1 3 11 12.22�06 KBB MK CEILING MOUNTED EXIT SIGN, SHOWS QUANTITY OF P02.02 FLOOR PLAN LEVEL 2 existing cmu exterior wall and new metal stud framed, stucco finished wall at each [Effl ELECTRIC HINGE FACE(S) AND DIRECTION OF ARROW(S) P02.06 TYPICAL RISER DIAGRAM/PART PLAN ISSUE FOR PERMIT REVISION guestroom on the north and south facades. [ELI ELECTRIC LOCKSET 0 RECESSED DOWNLIGHT BUILDING AREA: P02.09 ROOF PLAN - PLUMBING 6. New prefinished sliding aluminum replacement door system with sidelights installed in ELECTRIC STRIKE -cr ADJUSTABLE DOWNLIGHT MAIN BUILDING LEVEL 0 27)041 SF place of existing exterior wall guestroom on the east facade. DOOR RELEASE 15 RECESSED WALL WASHER MAIN BUILDING LEVEL ONE 12,252 SF 7. New prefinished aluminum opera rails at guest rooms on north and south facades. DOOR MONITOR CONTACT 2 TRACK LIGHTING MAIN BUILDING LEVEL TWO 13,101 SF KEY SWITCH SURFACE MOUNTED LIGHT FIXTURE MAIN BUILDING LEVEL THREE 13,101 SF INTERIOR DESIGN 8. New prefinished aluminum replacement balcony rails at guest room balconies on DOOR HOLD OPEN WALL SCONCE MAIN BUILDING LEVEL FOUR 132101 SF east facades. INTERCOM MAIN BUILDING LEVEL FIVE 13,101 SF ID1.1 GENERAL PROJECT INFORMATION EXHAUST FAN MAIN BUILDING LEVEL SIX 13)101 SF ID1.2 NOT USED 9. Associated structural, mechanical, electrical, and plumbing systems. BELL PUSH BUTTON FIRE WARDEN STATION MAIN BUILDING LEVEL SEVEN 13,101 SF ID1.3 NOT USED 10. Renovated guestroom interiors. DOUBLE DOOR MONITOR CONTACT SMOKE DETECTOR MAIN BUILDING LEVEL EIGHT 13)101 SF ID1.4 GUESTROOM SCHEDULES AND FINISH LEGEND (R REMOTE DOOR RELEASE BUTTON POOL MECHANICAL BUILDING 230 SF INTRUSION ALARM STROBE MAINTANCE BUILDING 300 SF ID2.1 FLOOR 2 - GUESTROOM CORRIDOR & FLOOR FINISH PLANS + FIRE SPRINKLER OUTDOOR STORAGE 423 SF ID2.2 FLOOR 3 - GUESTROOM CORRIDOR & FLOOR FINISH PLANS DOOR BELL OUTDOOR DINING 1430 SF ID2.3 FLOOR 4 - GUESTROOM CORRIDOR & FLOOR FINISH PLANS E DENOTES EXISTING TO REMAIN SPEAKER VERANDA 4483 SF ID2.4 FLOOR 5 - GUESTROOM CORRIDOR & FLOOR FINISH PLANS LUS MOTION SENSOR ID2.5 FLOOR 6 - GUESTROOM CORRIDOR & FLOOR FINISH PLANS R DENOTES EXISTING, RELOCATED FIXTURE ACCESS DOOR TOTAL 151,267 SF ID2.6 FLOOR 7 - GUESTROOM CORRIDOR & FLOOR FINISH PLANS ID2.7 FLOOR 8 - GUESTROOM CORRIDOR & FLOOR FINISH PLANS SECURITY CAMERA APPLICABLE CODES AND REGULATIONS ID3.1 KING GUESTROOM - K-1 & K-2 THERMOSTAT ID3.2 $ LIGHT SWITCH 1. FLORIDA BUILDING CODE 2004 ID3.3 KING GUESTROOM - K-4 & K-5 D DIMMER SWITCH 3. FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11, 2001 FBC ID3.4 DOUBLE/DOUBLE GUESTROOM - D/D-1 & D/D-2 $ 4. CODE OF ORDINANCES CITY OF ATLANTIC BEACH, FLORIDA (ORD. NO. 95-05-186, SUPPLEMENT NO. 31, REVISION) ID3.5 DOUBLE/DOUBLE GUESTROOM - D/D-3 PROJECTION SCREEN 5. FLORIDA FIRE PREVENTION CODE, 2004 ID3.6 SUITE GUESTROOM - S-1 Seal/Signature 0 RETURN AIR ID3.7 SUITE GUESTROOM - S-2 0 SUPPLY AIR 6. NATIONAL ELECTRIC CODE, 2002 EDITION ID3.8 KING ADA GUESTROOM - KADA-1 & KADA-2 0 CIRCULAR DIFFUSER 7. NFPA 101, 1994 ID3.9 KING ADA GUESTROOM - KADA-3 & KADA-4 MEMEM LINEAR DIFFUSER 8. FLORIDA ENERGY CODE, 2004 ID4.1 ELEVATIONS - GUESTROOMS E DENOTES EXISTING TO REMAIN 9. FLORIDA PLUMBING CODE, 2004 ID4.2 ELEVATIONS - SUITES R DENOTES EXISTING, RELOCATED FIXTURE 10. FLORIDA MECHANICAL CODE, 2004 ID4.3 SECTIONS & DETAILS A FINISH 11. TEST PROTOCOLS OF HIGH VELOCITY HURRICANE ZONES, 2004 ID4.4 SECTIONS & DETAILS Project Name FIRE RESISTIVE RATINGS - 2004 FLORIDA BUILDING CODE Sea Turtle Resort XXXX WALL FINISH FIRE RESISTIVE, 100% SPRINKLERED, EXISTING BUILDING + NEW OUTDOOR PATIO + NEW PORTE COCHERE Ashford Hospitality Trust BASE FINISH STRUCTURAL ELEMENT RATING REQ. Project Number EXTENT OF FINISH FRAME 2 HR. (EXISTING) 02.5635.000 XXXX WALL FINISH FLOOR 2 HR. (EXISTING) CAD File Name -.*---EXTENT OF FINISH ROOF 1 HR. (EXISTING) AOO-00 EXTERIOR WALLS NON-LOAD BEARING Description XXXX WALL FINISH INTERIOR BEARING WALLS 3 HR. (EXISTING) INDEX, MAP, & PROJECT INFORMATION XXXX WAINSCOT FINISH SHAFT ENCLOSURES 2 HR. XXXX BASE FINISH EXIT STAIR ENCLOSURES EXISTING Scale -'I EXTENT OF FINISH CORRIDOR FIRE-RESIST. RATING OCCUP. B W/ SPRINKLER NONE (�M SPECIAL FINISH PER TABLE 1016.1 XX FLOOR FINISH 00000 10I CHANGE IN FLOOR FINISH (9)2006 Gensler IIII Jill r NIV �"�2/ 1 DISABLED ACCESS NOTES DEMOLITION NOTES GENERAL NOTES ABBREVIATIONS Sea u e Resort 1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A 1. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND 1. COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF A K . COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND PUBLIC AUTHORITIES GOVERNING THE WORK. PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS. ACCES ACCESSORY KIT KITCHENtel. Renovation L S ENVIRONMENTAL PROTECTION. O 2. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC ACOUS ACOUSTIC(AL) 2. FLOOR SURFACES SHALL BE SLIP-RESISTANT. 2. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS AUTHORITIES GOVERNING THE WORK. AFF ABOVE FINISHED FLOOR L Ashford Hospitality Trust REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF AL ALUMINUM 3. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE BUILDING AND WORKER'S. 3. REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND ALT ALTERNATE LAV LAVATORY 14185 Dallas Parkway SHALL BE NOT LESS THAN 44" IN WIDTH. CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR ANNUNC ANNUNCIATOR LB POUND 3. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY ANOD ANODIZED £ BRITISH POUND (CURRENCY) Suite 1100 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. WORK IN QUESTION. APPL APPLIANCE LT LIGHT Dallas TX 75254 EXCEED 1/2" IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO ARCH ARCHITECT(URAL) LVLG LEVELING 5 VERTICAL. BEVEL OTHERS WITH A SLOPE NO GREATER THAN 1:2 MATCH ADJACENT SURIFACES. 4. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO AUTO AUTOMATIC LVR LOUVER ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. AVG AVERAGE 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE 4. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE & AND M IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER EFFECTED AREAS AT NO COST TO THE OWNER. 5. COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND B MAX MAXIMUM HARDWARE DESIGNED TO PROVIDF PASSAGE WITHOUT REQUIRING THE ABILITY TO 5. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, FACILITIES, AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING MFR MANUFACTURED GRASP THE OPENING HARDWARE. MOUNT DOOR OPENING HARDWARE BETWEEN RUBBISH, AND OTHER 'MATERIALS RESULTING FROM DEMOLITION OPERATIONS. FUNCTIONS AND OCCUPANTS. BLDG BUILDING MFR MANUFACTURER 30" AND 44" ABOVE FLOOR FINISH. BOLLD BOLLARD MECH MECHANICAL 6. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND 6. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE BD BOARD MET METAL 6. CENTER HAND ACTIVATED DOOR OPENING HARDWARE BETWEEN 30" AND 44" FIXTURES AS REQUIRED FOR NEW WORK. CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS BLKG BLOCKING MEMB MEMBRANE ABOVE THE FLOOR. SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION BRDLM BROADLOOM MEZZ MEZZANINE 700 Milam Street 7. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK. BU BUILT UP MIN MINIMUM Suite 400 7. MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN MISC MISCELLANEOUS Houston TX 77002 7. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED g, REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING AND CONFORMANCE WITH CODES AND ORDINANCES. C MLWK MILLWORK Telephone 713.228.8050 AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR DEVICES, UNLESS OTHERWISE NOTED. MOIST MOISTURE exensler Facsimile 713.229.9343CAB CABINET MOT MOTOR IZED 8. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. ( ) FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO CPT CARPET MTD MOUNTED OPERATE REQUIRED FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS. 9. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. CEM CEMENT(ITIOUS) Q COORDINATE WITH TENANT AND LANDLORD TO ENSURE SECURITY. CER CERAMIC N CLG CEILING 8. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL 10. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF COATG COATING NIC NOT IN CONTRACT HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED CONFLICT, CONSULT THE ARCHITECT. COILG COILING NO NUMBER BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONC CONCRETE NTS NOT TO SCALE CONDITION. PROVIDE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF 11. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION, RELOCATE CONSTR CONSTRUCTION NARROW FRAME DOORS. PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION. CONT CONTINUOUS(ATION) 0 CONTR CONTRACT(OR) 9. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS REFLECTED CEILING NOTES 12. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS COV COVER ORNA ORNAMENTAL THAN 3 IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. DOORS SHALL BE OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR CMU CONCRETE MASONRY UNIT OVFL OVERFLOW CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THICKNESS OF FINISHES. GVHD OVERHEAD Remington Hotels LP THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32"• 1. DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE D OPNG OPENINGnS) g OF 20% OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY OPR OPERABLE Project Manager 10. WHERE A PAIR OF DOORS IS ITILIZED, AT LEAST ONE OF THE DOORS SHALL TO THE SYSTEM. USE A MINIMUM CEILING WEIGHT OF 5 POUNDS PER SQUARE 13. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED DBL DOUBLE 14185 Dallas Parkway PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF FOOT TO DETERMINE THE LATERAL FORCE. OR MOUNTED TO WALLS OR CEILINGS. DEPT DEPARTMENT P Suite 1150 POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DES DESIGN(ED) PTN PARTITION Dallas, Texas 75254 2. WHERE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND 14. COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM DET DETAIL PEDTR PEDESTRIAN 11. IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE INSTALLATIONS. DF DRINKING FOUNTAIN PBD PARTICLE BOARD WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING FOLLOWING BRACING METHODS MAY BE EMPLOYED: DIA DIAMETER Thornton Tomasetti PEDESTRIAN WAYS. A. PROVIDE LATERAL SUPPORT BY FOUR WIRES OF MINIMUM NO. 12 GAUGE DIFF DIFFUSER PNL PANEL 15. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS DIDIMENSION POLYST POLYSTYRENE Structural Engineer M SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART, AND CONNECTED TO THE OTHERWISE NOTED. DIM DISPENSER PORT PORTABLE 12750 Merit Drive, Suite 750, LB-7 12. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE PREFIN PREFINISHED Dallas, Texas 75251 SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE DIV DIVISION PREFAB PREFABRICATED LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH CEILING. PROVIDE THESE LATERAL SUPPORT POINTS 12 FEET ON CENTER IN DN DOWN PRAM PLASTIC LAMINATE FIRE DEPARTMENT NOTES OPPOSITE THE DIRECTION OF DOOR SWING OF 44" AS MEASURED AT RIGHT EACH DIRECTION WITH THE FIRST POINT WITHIN 4' FROM EACH WALL. $ DOLLAR (US CURRENCY) PLAS PLASTER ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. B. ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS DR DOOR PLSTC PLASTIC Thompson Company AND CROSS RUNNERS AT TWO ADJACENT WALLS; MAINTAIN CLEARANCE DSCON DISCONNECT PLYWD PLYWOOD 1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 13. FLOORS OR LANDINGS SHALL BE NOT MORE THAN 1/2" LOWER THAN THE BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS. DWR DRAWER PRTECN PROTECTION MEP Engineer 2-A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 14" AND 12" C. PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES. IN 50 Technology Parkway, South EACH FLOOR, AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE / / " E Norcross, GA 30092 DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR. SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. ADDITION, VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8 OF R DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEILING IS INTERRUPTED ELAST ELASTOMERIC 2. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN 14. TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE BY A WALL. ELEC ELECTRICAL RDR READER LOWER TREAD OF EACH INTERIOR STAIR WITH A STRIP OF CLEARLY CONTRASTING D SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE RECES RECESSED ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT " �� STRUCTURE ABOVE. EMBED EMBEDD(ED)(ING) RECPT RECEPTACLE INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO COLOR AT LEAST 2 WIDE, PLACED PARALLEL TO AND NOT MORE THAN 1 FROM ENGR ENGINEER(ED) EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. THE NOSE OF THE STEP OR LANDING. THE STRIP SHALL BE OF A MATERIAL ENTR ENTRANCE REF REFERENCE) THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. 3. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER EQ EQUAL REFL REFLECTED SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING EQUIP EQUIPMENT REFR REFRIGERATOR 3. PROVIDE EMERGENCY LIGHTING OF ONE FOOT-CANDLE AT FLOOR LEVEL. 15. CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15" ABOVE THE ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED. EXIST EXISTING REQD REQUIRED Consultants to Remington Hotels LP COMPLY WITHBUILDING CODES. FLOOR OR WORKING PLATFORM. EXP JT EXPANSION JOINT RESIS RESIST(ANT)(IVE) g 4. FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO EXPS EXPOSE(D) REINF REINFORCE(D)(ING)(MENT) 4. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. 16. SANITARY FACILITIES LOCATED ON AN ACCESSIBLE FLOOR OF A BUILDING MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED. EXT EXTERIOR RESIL RESILIENT CEI Engineering Associates, Inc. SHALL BE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. RFG ROOFING 5. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE F RM ROOM Civil Engineer OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES 17. ENTRY TO SANITARY FACILITIES: RO ROUGH OPENING 4475 U.S. 1 South SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED A. 44" CLEAR AISLES OR CORRIDORS WHERE OCCUPANT LOAD IS 10 OR FAB FABRICATION Suite 301 LEVER HANDLES. MORE. FD FLOOR DRAIN S St. Augustine, FL 32086 B. DOORWAYS TO HAVE A 32" CLEAR OPENING. FE FIRE EXTINGUISHER 6. DOORS OPENING INTO REQUIRED 1-HOUR, FIRE-RESISTIVE CORRIDORS SHALL FE&C FIRE EXTINGUISHER AND SCR SCRIBE Leo A. Dal C. ON APPROACH SIDE, PROVIDE A 60 CLEAR LEVEL SPACE WHEN DOOR CABINET SECUR SECURITY y BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE SWINGS TOWARD APPROACH AND 44" SPACE WHEN DOOR SWINGS AWAY FROM SF SQUARE FEET RATING AND SHALL BE SELF-CLOSING. APPROACH. FHC FIRE HOSE CABINET SGL SINGLE Interior Designer FIN FINISH The Offices at Mockingbird 7. 20-MINUTE DOOR JAMBS TO BE TIGHT-FITTING, SMOKE AND DRAFT FLDG FOLDING SSHORING Station CONTROLLED. 18. TOILET ROOM ACCESSORIES FPLC FIREPLACE Sim M SIMILAR 5307 East Mockingbird Lane A. MOUNT BOTTOM EDGE OF MIRRORS NO HIGHER THAN 40 FROM THE FLOOR. FR FIRE RAT(ING)(ED) SST STAINLESS STEEL Suite 400 8. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR B. MOUNT TOILET TISSUE DISPENSERS WITHIN 12" FROM THE FRONT EDGE OF FRMG FRAMING STD STANDARD Dallas, TX 75206 MORE PERSONS AND IN ANY HAZARDOUS AREA. THE TOILET SEAT. FXD FIXED STL STEEL C. MOUNT DISPENSING AND DISPOSAL FIXTURES (TOWEL, SANITARY NAPKINS, FXTR FIXTURE STRU STOREFRONT SUR 9. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED WASTE, COIN SLOTS, ETC.) WITH OPERATING PARTS NO HIGHER THAN 40" FROM FLR FLOORING) STRUCTURAL AN END POINT FLAME SPREAD RATING: THE FLOOR. FURN FURNITURE SURFF SURFACE A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS FWC FABRIC WALL COVERING SUSP SUSPENDED SYS LA Issue Date&Issue Description By Check INSTALLED IN VERTICAL EXITS. 19. SINGLE ACCOMMODATION TOILET FACILITY SYS SYSTEM(S) -_ 2 05.26.06 KBB GL B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS A. WATER CLOSET TO HAVE A 28" CLEARANCE FROM A FIXTURE AND 32" G ISSUE FOR PHASE I CONSTRUCTION INSTALLED IN HORIZONTAL EXITS. FROM A WALL. T 9 08.11.06 KBB GPL C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS B. MINIMUM CLEAR SPACE IN FRONT OF WATER CLOSET TO BE 48". POWER GF GAUGE THK THICK ISSUE FOR PHASE II PRICING & PERMIT „ & COMMUNICATION NOTES GFRC GLASS FIBER REINFORCED INSTALLED IN ANY OTHER LOCATION. C. A SPACE 36 X 48 IS PERMITTED IN FRONT OF EXISTING WATER CLOSETCONCRETE TLT TOILET 10 12.08.06 KBB MK 10. DECORATIONSCURTAINS, DRAPES, SHADES, HANGINGS, ETC. SHALL BE ACCESSIBLE TO THE HANDICAPPED. GFRG GLASS FIBER REINFORCED TRAF TRAFFIC ISSUE FOR GMP ( ) 1. PRIOR TO CORING SLAB, REVIEW LOCATIONS WITH ARCHITECT AND GYPSUM TRANS TRANSPARENT 11 12.22.06 KBB MK NON-COMBUSTIBLE OR BE FLAMEPROOFED IN AN APPROVED MANNER. 20. THE HEIGHT OF THE WATER CLOSET (TOP OF SEAT SHALL BE BETWEEN 17" COORDINATE LOCATIONS WITH OWNER. TRTD TREATED ISSUE FOR PERMIT REVISION ) GFRP GLASS FIBER REINFORCED 11. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE AND 19". PLASTER T&G TONGUE AND GROOVE FIRE-RATED WALLS OR CEILINGS. 2. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY GL GLASS TYP TYPICAL SYSTEMS. GR GRAD(E)(ING) 12. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, GYP GYPSUM U FLAMMABLE GAS AND HAZARDOUS SUBSTANCES SHALL COMPLY WITH LOCAL 21. MOUNT FLUSH VALVE CONTROL NO MORE THAN 44" ABOVE THE FLOOR, ON 3. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS THE SIDE OF THE TOILET WITH THE GREATEST SEPARATION FROM ADJACENT WALL WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION. H UNDRLAY UNDERLAYMENT FIRE CODE REGULATIONS. OR OTHER SURFACE. UTIL UTILITY 4. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER HD HEAD UNO UNLESS NOTED OTHERWISE 13. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE 22. PROVIDE GRAB BARS ON EACH SIDE, OR ONE SIDE AND BACK OF WATER EQUIPMENT. HDWD HARDWOOD CODE REQUIREMENTS. CLOSET. HDWE HARDWARE V 14. EXTEND OR MODIFY EXISTING FIRE LIFE SAFETY SYSTEM AS REQUIRED TO A. GRAB BARS TO BE 33" ABOVE AND PARALLEL TO THE FLOOR. 5. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE. HM HOLLOW METAL FIRE/LIFE SIDE BARS TO BE 42" LONG AND PROJECT 24" IN FRONT OF WATER HORIZ HORIZONTAL VEH VEHICLE PROVIDE AN APPROVED FIRE/ LIFE SAFETY SYSTEM. SUBMIT PLANS TO FIRE CLOSET STOOL. GRAB BAR AT BACK TO BE 36" LONG. 6. PROVIDE LIGHT SWITCHING IN CONFORMANCE WITH TITLE 24 REQUIREMENTS. HVAC HEATING, VENTILATING, AND VERT VERTICAL DEPARTMENT WITH COMPLETE DESCRIPTION OF SEQUENCE OF OPERATION, AND D. PROVIDE 1-1/2 FOR ROOMS OR AREAS GREATER THAN 100 SQUARE FEET PROVIDE DOUBLE AIR CONDITIONING VIF VERIFY IN FIELD OBTAIN APPROVAL PRIOR TO INSTALLATION. C. DIAMETER OF GRAB BARS TO BE 1-1/4 TO 1-1/21'.CLEARANCE BETWEEN GRAB BARS AND WALL. SWITCHES WITH EACH SWITCH CONTROLLING 50% OF LAMPS PER FIXTURE. � E. GRAB BARS (INCLUDING CONNECTORS FASTENERS SUPPORT BACKING W 15. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48" ABOVE THE 7. MOUNT STANDARD WALL OUTLETS, SWITCHES AND THERMOSTATS AT HEIGHTS INFO INFORMATION LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. ETC.) SHALL SUPPORT A 250 POUND LOAD. REQUIRED BY TITLE 24 AND ADA GUIDELINES, UNLESS OTHERWISE NOTED. WHEN INSTRUM INSTRUMENTATION) W/ WITH F. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. THERMOSTATS AND LIGHT SWITCH OCCUR TOGETHER, INSTALL BOTH ALIGNED INSUL INSULATION WC WATER CLOSET 16. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE G. GRAB BARS AND ANY ADJACENT SURFACE SHALL BE FREE OF SHARP OR HORIZONTALLY WITH CENTER LINE AT +3'-2" ABOVE FINISHED FLOOR. INTIK INTERLOCKING) WD WOOD HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF ABRASIVE ELEMENTS. INT INTERIOR WDW WINDOW NOT MORE THAN 60 FLASHES PER MINUTE. H. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 8. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH, OR INFILTR INFILTRATION W/O WITHOUT CLUSTER OF OUTLETS OR SWITCHES, UNLESS OTHERWISE NOTED. WT WEIGHT 17. EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS 23. PROVIDE A CLEAR FLOOR SPACE 30" X 48" IN FRONT OF LAVATORY TO WTRPRF WATERPROOFING REQUIRED TO PROVIDE AN APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM. PERMIT A FORWARD APPROACH. 9. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD SUBMIT PLANS TO FIRE DEPARTMENT AND OBTAIN APPROVAL PRIOR TO CAVITIES. DO NOT INSTALL BACK-TO-BACK. JAN JANITOR INSTALLATION. 24. MOUNT LAVATORIES WITH A MINIMUM CLEARANCE OF 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON. PROVIDE KNEE CLEARANCE UNDER THE 10. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS. 18. AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED FRONT LIP EXTENDING A MINIMUM OF 30" IN WIDTH WITH 8" MINIMUM WIDTH AND PROVIDE ONE-PIECE TYPE GANG COVER PLATES, UNLESS OTHERWISE NOTED. CENTRAL PROPRIETARY OR REMOTE STATION SERVICE OR A LOCAL ALARM WHICH Seal/Signature WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR A MINIMUM OF 17" DEEP 11. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED FROM THE FRONT OF THE LAVATORY. DOT. 25. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH '00ODaboral ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF CLOSING ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. Project Name Sea Turtle Resort 26. INSULATE OR OTHERWISE COVER HOT WATER AND PIPES UNDER Ashford Hospitality Trust LAVATORIES. FINISH NOTES Project Number 27. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 02.5635.000 1. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF I CAD File Name IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. AOO-10 Description 2. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF GENERAL NOTES NEW FINISHES. 3. PROVIDE STRAIGHT, FLUSH RESILIENT BASE AT CARPETED AREAS, AND COVED, I scale TOP SET RESILIENT BASE AT RESILIENT FLOORING, UNLESS OTHERWISE NOTED. A00olO ©2006 Gensler 1111111 f I I I III Jill 11 1 1 1 1111111 111111 1111111 1' 11111111111111111111 Jill' 111111111f,111111 If 111 11111 1 11:111111111'111111111111:11111 11111 111 lip I'' rHA &= A B A I L I le-%& C, 0 K0,a'0 0 IF" kow a R %n Hot --ifflik Rk;;nova -�d i 11 Ashford X/ No L awl-":9010%E N 00""' X, of A/ P OHO A S I N 0%%0 P L A" LIP -riospitality Trust 14185 D)allas Parkway r A t: "Al A Suite 1100 ________ PHASE 1 2a as, A. NORTH, SOUTH, AND WEST TOWER EXTERIOR SKI LEVELS 2-8. B. EAST WALL AND BALCONIES, TOWER ROOF, MECHANICAL ON ROOF. C. TOWER INTERIO LEVELS 2-8. � y 2 x t r Cn ° J J �► PHASE 2 700 Milam Street � PA. NEW PORTS GOCHERE ENCLOSE EXISTING PORTS COCHERE. suite 400 HASE 2E Houston TX 77002 v 1 B. LEVEL 1 & 0 INTERIORS. Telephone 713.228.8050 W ons or _ Facsimile 713.229.9343 U) i� at C. LEVEL 0 & 1 TOWER SKIN, MAINTNANCE AREA & POOL BUILDING. < lo 3: E. LEVEL 0 ROOF/REPAIR. om "NEM"O 0 FEM PHASE 3 NORTEHE EALEVA"'INION K I- A. POOL AND WATER FEATURE B. LANDSCAPE AND PARKING. Remington LP ----------------------------- .........------- -- _ -- --------------_------ -----------.......-- - - - C. LEVEL 0 SKIN AT ONE STORY BUILDING. Hotels, / — Project Manager P M 0 A 'OIL S JIM% t: A EXTOERIOR% D. VERANDA/MANSARD CONSTRUCTION. 14185 Dallas Parkway Suite 1150 E. POOL BAR & GRILL Dallas, Texas 75254 LLJ Cl) orn on o IIIIIIIIIIII fills 11Too Is Structural Engineer o ", ; �� r�.� 12750 Merit Drive, Suite 750, L13-7 Dallas, Texas 75251 Mll- . ... ... L L I- L3: LL L L 1 r, r Thompson Com*-%any_LL1 r MEP IEngineer 50 Technology Parkway, South an PHASI= INTERIOR Norcross, GA 30092 X 2 I I I E=;A%&%ftaj& I of lm:= EL RE E V A 10 N LIEVOELS ZWM8 SCALE: N I I TSCALE: NTS ------------------- -------------- ----------------------- Uons MM' t t t Remin6ton Hotels, 0 P H Am S'Em z.k 0HEAS'E — I /'� CEI i �; Associates, IL ff 91 LLVEL 0'1 SKINCivil Engineer I I 4475 U.S. 1 South I I Suite 301 m St. Augustine, FL 32086 - I I Incl I I Interior Designer { � - m The Offices at Mockingbird Q � Station 5307 East Mockingbird Lane 4 i Suite 400 01 /07, - - I Dallas, TX 75206 zz or F 3 f III I III Jill 1.01" 1111111 1 fill 11 z4 1 T I Issue Date&Issue Description By Check w ' -Wit �_. KBB G y. If Z 1 04.28.06 L I I I PRELIMINARY PRICING PACKAGE I r n - 11111 2 05.26.06 KBB GL 'Rib RU%JrHASE & 1 ISSUE FOR PHASE I CONSTRUCTION —I F 17 -- .— in ME'Ono A S At 9 08.11.06 KBB GPL ISSUE FOR PHASE II PRICING & PERMIT — -- -- -- 10 12.08.06 KBB MK ISSUE FOR GMP 11 12.22.06 KBB MK I ISSUE FOR PERMIT REVISION %)UU 10%N I Hl= EV AL _ �-► SCALE: N I T L v t: a A ""'L A z' ALE: NT ........... r+ BT� a L �tt3 PHASC 4 LU MEMO Mr/ P OHN A S Em 2%B Eli I Ill 117 III fill fill 1111 L p , a 4 i t' A 6 g 1 � I IJ- ALLLJ1 t,�^ `�? ,c ..s. .air_ ,«r" .irwM „�^a.•C ,�` �,r _1111111 I r a r � t - a Seal/Signature WOES"'I ELEViRk"'ImION If I ILJI I I Ll 1-1 Ll I, L 11111 1 mill Bill I lls Mill I I IIII Poles mill Fill m If fill I I I I]AV[ I I III I I Project Name V ? — "Im" 1"9 II1fI 11 fill In 1 11 L If { e' K S Sea Turtle Resort all 11 11 11 111 1 1 111 Ashford Hospitality Trust -'_ 1-.^.•_�^I t» k'��J.f r z f 4 F t a..s. ,S`S �1.{�\� b & g d F E TLi ( �� 3 Project Number ANTJ C Bpr;Ys° 02.5635.000 \�..r�// : '_'"'°'yam <'r'- a'��'=`k r�°�"; CAD File Name PHASE 3 `r r �ti ARD r a a; .Y Y,e M a x t xY n{ia ° A00-20 I r p C x� 4�9 � �1 a k � A � 6 Description PHASE 2A - �-------- PHASING PLAN PHASE 20'k A � � »_ tr , x�« %� r �Z R e F A S 1.k �_ ,..�'�='"�t%R f �q�$t�3 k y r �`2"E E A''°e. S F 3 p P X>Y 4� / �{A 4 a 1 1 4 s e n 9d Y tt Ay.»Y 8 �k Xf'eY P Xik_,.f. ..1 Scale PHASE 213 PHASE 3D VtN DA -----_____ ___ ______ _______ PHASE 3� LrEVEL Q SKIN PORTNE G0'ft0%0,`f.#ImE1ERM ELEVA00n20 ATIONS LEVEL 0 SITE PLA"NE SCALE: NTS SCALE: NTS SCALE: NTS c2a06 Gensler O KEY NOTES • � � � Sea urt eResort esign o . _ _ 9 _ _ _ _5001 Nonbearin Wall Ratings -- 1 ,2,3, or 4 HR. (See otel g TI FIRESTOPSYSTEM==IH. - SYSTEMm=2H. THROUGH-PENETRATION FIRESTOP SYSTEM--2H.Items 3 & 4 THROUGH PENETRA ONTHROUGH PENETRATION FIRESTOP . Ashford Hospitality Trust c-"O, i'c�r Number o#' I<a y is�. '' ,�..., A rA 14185 Dallas Parkway and I1o1arly Rating,- - `.. A tEFp � y �R�� I T 3 �' See ilett� t A 1., : Q +� - ___. �,• a Suite 1100 • ._, E _. -•� - - -- -- ..... .----.._.... ..._ - . - - - -; I �r `aG n v -: � •. {{{ _- ., , ,.. -% __ - Dallas TX 75254 ..... -- ....... . - - - i-.. - { ---- ` ::. -_ -,_.... -tea > ; I . :...� ._ _.. ................. ;__ _tA I ', 4B :3 s3 '� �4 C - 'y--'' " ' r 3Ci (!�) ,cr i't]. R _ 1v. SECTION A-A SECTION A A SECTION A-A 1. Floor and Ceiling Runners--(Not shown)--Channel shaped,fabricated from min 25 MSG 1. Floor or Walt Assembly -- Min 4-1/2 in. thick reinforced lightweight or normal 1. Floor or Wall Assembly -- Min 2-1/2 in. (64 mm)thick reinforced lightweight or corrosion-protected steel, min width to accommodate stud size,with min 1 in.long legs,attached weight (100-150 pcf) concrete floor. Wall may also be constructed of any UL normal weight (100-150 pcf or 1600-2400 kg/.m3) concrete. Wall may also be to floor and ceiling with fasteners 24 in.OC max. 1. Wall Assembly -The 1 or 2 hr fire-rated sum wallboard/stud wall assembly constructed of an UL Classified Concrete Blocks*. Max diam of opening is 18 2. Steel Studs--Channel shaped,fabricated from min 25 MSG corrosion-protected steel,min width 9YP Y Classified Concrete Blocks*. diam of opening is 4 in. Y P 9 as indicated under Item 4, min 1-1/4 in.flanges and 1/4 in.return,spaced a max of 24 in.OC.studs shall be constructed of the materials and in the manner described in the See Concrete Blocks (CAZT) category in the Fire Resistance Directory for in. (457 mm) to be cut 3/8 to 3/4 in. less than assembly height. individual 0300 or U400 Series Wall or Partition Design in the UL Fire names of manufacturers. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names 3. Batts and Blankets*--(Required as indicated under Item 4)--Mineral wool baits,friction fitted Resistance Directory and shall include the following construction features: 2. Metallic Sleeve -- (Optional) -- Nom 4 in. diam (or smaller) Schedule 10 (or of manufacturers. between studs and runners. Min nom thickness as indicated under Item 4.See Batts and Blankets A. Studs --Wall framing may consist of either wood studs or steel channel heavier) steel sleeve cast or grouted into floor or wall assembly, flush with floor - (Optional, ) -- ( ) ( ) (BKNV or BZJZ)Categories for names of Classified companies. 1A Steel Sleeve - O tional not shown Nom 10 in. 254 mm or smaller studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with or wall surfaces. Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. 700 Milam Street 3A. Batts and Blankets*--(Optional)--Placed in stud cavities,any glass fiber or mineral wool Steel studs to be min 3-112 Sleeve may extend a max of 2 in. 51 mm above to of floor or beyond either Suite 400 insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire nom 2 by 4 in. lumber end plates and cross braces. 3. Through Penetrants -- One nonmetallic pipe or conduit to be installed either Y ( ) P Y Resistance. See Batts and Blankets(BKNV or BZJZ)Categories for names of Classified in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. concentrically or eccentrically within the firestop system. The annular space surface of wall. T Rating is 0 Hr when sleeve is used. Houston TX 77002 companies. B. Gypsum Board* -- Nom 5/8 in thick 4 ft. wide with square or tapered edges. 2 Through Penetrant -- Nom 4 in. 102 mm diam or smaller Type L or heavier QTelephone 713.228.8050 4. Gypsum Board*--Gypsum panels with beveled,square or tapered edges,applied vertically or YP ° q P g between the pipe or conduit and the periphery of the opening shall be a min of 9 ( ) ( ) YP ( ) rThe gypsum wallboard type, thickness, number of layers, fastener type and 1/2 in. to max 1-3/8 in. Pi a or conduit to be ri idl su orted on both sides of copper pipe, nom 12 In. (305 mm) dram (or smaller) service weight (or heavier) ens �/ Facsimile 713.229.9343 horizontally.Vertical joints centered over studs and staggered one stud cavity on opposite sides P rigidly PP of studs.Vertical joints in adjacent layers(multilayer systems)staggered one stud cavity. sheet orientation shall be as specified in the individual U300 or U400 Series floor or wall. The following types and sizes of pipes or conduits may be used: cast iron soil pipe, nom 12 in. (305 mm) diam (or smaller) Class 50 (or heavier) Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt Design in the UL Fire Resistance Directory. Max diam of opening is 15 in. A. Polyvinyl Chloride (PVC) Pipe -- Nom 2 in. diam (or smaller) Schedule 40 solid ductile iron pressure pipe or nom 12 in. (305 mm) diam (or smaller) Schedule 10 joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt The hourly F Rating of the firestop system is equal to the hourly fire rating of core PVC pipe for use in closed (process or supply) or vented (drain, waste, or ( ) P•P opening rigidly PP joints in adjacent layers(multilayer systems)staggered a min of 12 in.The thickness and number Or heavier steel pipe centered in the o enin and ri idl supported on both of layers for the 1 hr,2 hr,3 hr and 4 hr ratings are as follows: the wall assembly in which It is installed. vent) piping systems. sides of the floor or wall assembly. 2. Through-Penetrant -- One metallic pipe, conduit or tubing to be installed either B. Chlorinated Polyvinyl Chloride (CPVC) Pipe -- Nom 2 in. diam (or smaller) 3. Pipe Covering* -- Nom 1/2 to 2 in. (13 to 51 mm) thick hollow cylindrical heavy Wallboard Protection on Each Side of Wall concentrically or eccentrically within the firestop system. The space between SDR 17 CPVC pipe for use in closed (process or supply) or vented (drain, waste density (min. 3.5 pcf or 56 kg/m3) glass fiber units jacketed on the outside with pipes, conduits or tubing and the steel sleeve (Item 3A) shall be min of 0 in. or vent) piping systems. an all service jacket. Longitudinal joints sealed with metal fasteners or (point contact) to max 2-3/8 in. Pipe, conduit or tubing to be rigidly supported C. Rigid factory-applied self-sealin la to e. Transverse joints secured with metal Rating Min Stud No.of Layers Min Thkns g•d Nonmetallic Conduit+ -- Nom 2 in. diam (or smaller) Schedule 40 PVCg P P Depth &Thkns of Insulation on both sides of wall assembly. The following types and sizes of metallic pipes, conduit installed in accordance with Article 347 of the National Electrical Code, fasteners or with butt strip tape supplied with the product. of Panel (Item 3) conduits or tubing may be used: (NFPA No. 70). See Pipe and Equipment Covering -- Materials* (BRGU) category in Building 1 3-1/2 1 layer, 5/8 in.thick Optional A. Steel Pipe -- Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. 4. Firestop System --The firestop system shall consist of the following: Materials Directory for names of manufacturers. Any pipe covering material 1 2-1/2 1 layer, 1/2 in.thick 1-1/2 in. B. Iron Pipe -- Nom 12 in. diam or smaller service weight or heavier cast iron * __ meeting the above specifications and bearing the UL Classification Markin with 1 1-5/8 1 layer, 3/4 in.thick Optional P ( ) g ( ) A. Forming Material Min 1-1/2 in. thickness foamed into opening as a 9 P 9 9 2 1-5/8 2 layers, 112 in.thick Optional soil pipe, nom 12 in. diam (or smaller) or Class 50 (or heavier) ductile iron permanent form. Forming material to be recessed from top surface of floor or a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less 2 1-5/8 2 layers, 5/8 in.thick Optional pressure pipe. from both surfaces of wall as required to accommodate the required thickness may be used. 2 3-1/2 1 layer,314 in.thick 3 in. C. Conduit -- Nom 6 in. diam or smaller steel conduit or nom 4 in diam or 4. Firestop System --The details of the firestop system shall be as follows: 3 1-5/8 3 layers, 1/2 in.thick Optional ( ) ( of fill material. P Y P Y Remington Hotels, LP 3 1-5/8 2 layers,3/4 in.thick Optional smaller) steel electrical metallic tubing. HILTI CONSTRUCTION CHEMICALS, DIV OF A. Packing Material -- Min 1 in. (25 mm) thickness of firmly packed mineral wool 3 1-5/8 3 layers,5/8 in.thick Optional D. Copper Tubing -- Nom 6 in. diam (or smaller) Type L (or heavier) copper HILTI INC -- CF128-DW or CF511 Foam Sealant batt insulation used as a permanent form. Packing material to be recessed from Project Manager 4 1-5/8 4 layers,5/8 in.thick Optional tubing. B. Fill, Void or Cavity Material* -- Sealant -- Min 3 in. thickness of fill material top surface of floor or sleeve or from both surfaces of wall as required to 14185 Dallas Parkway 4 1-5/8 4 layers, 1/2 in.thick Optional E. Copper Pipe -- Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. applied within the annulus, flush with top surface of floor or with both surfaces accommodate the required thickness of caulk fill material (Item B). Suite 1150 4 2-1/2 2 layers,3/4 in.thick 2 in. 3. Firestop System -- Installed symmetrically on both sides of wall assembly. The of wall. B. Fill, Void or Cavity Material* -- Caulk or Sealant --Applied to fill the annular Dallas, Texas 75254 CANADIAN GYPSUM COMPANY--1/2 in.thick Type C,IP-X2 or IPC-AR;WRC,518 in. details of the firestop system shall be as follows. *Bearing the UL Classification Mark space flush with the top surface of the floor or sleeve or flush with both thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR,SCX,SHX,WRX or WRC; 3/4 in.thick A. Steel Sleeve -- Cylindrical sleeve fabricated from min 0.019 in. thick (No. 28 surfaces of wall. When nom pipe covering thickness is 2 in. (51 mm), min Types IP-X3 or ULTRACODE gauge) galv sheet steel and having a min 2 in. lap along the longitudinal seam. thickness of caulk fill material is 2 in. (51 mm). When nom pipe covering Thornton Tomasetti UNITED STATES GYPSUM CO--1/2 in.thick Type C,IP-X2,1PC AR or WRC;518 in. Length of steel sleeve to be equal to thickness of wall plus 1 to 4 in. such that, thickness is 1-1/2 in. (38 mm) or less, min thickness of caulk fill material is 1 in. thick Type SCX, SHX,WRX, IP-X1,AR,C,WRC,FRX-G,IP-AR,IP-X2,IPC-AR; 3/4 in. thick Types CX, or ,WRX, IP-X1, when installed, the ends of the sleeve will project approximately 1/2 to 2 in. D 55CJ (25 mm). The hourly F and T Ratings of the firestop system are dependent upon Structural Engineer USG MEXICO S A DE C V--1/2 in.thick Type C,IP-X2,IPC-AR or WRC; 5/8 in,thick beyond the surface of the wall on both sides of the wall assembly. esi 9 N ■ the thickness of the floor or wall, the size of pipe, the thickness of pipe covering 12750 Merit Drive, Suite 750, LB-7 Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX,SHX,WRX,WRC or; 3/4 in.thick Types Sleeve installed by coiling the sheet steel to a diam smaller than the through material and the size of the annular space (between the pipe covering material Dallas, Texas 75251 IP-X3 or ULTRACODE opening, inserting the coil through the openings and releasing the coil to let it * . and the edge of the circular through opening), as shown in the following table: When Item 6B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr.Min. g gg uncoil against the circular cutouts in the sum wallboard layers. THROUGH=PENETRATION FIRESTOP SYSTEM--2H. * 3M COMPANY -- CP 25WB+ or FB-3000 WT stud depth is 3-1/2 in., min.thickness of insulation(Item 3) is 3 in.,and two layers of gypsum board 9 gYP Ypanels(1/2 in.or 5/8 in.thick)shall be attached to furring channels as described in Item 5.one B. Packing Material Min 1 in. thickness of mineral wool batt insulation firmlyBearing the UL Classification Mark Thompson Company layer of gypsum board panels(1/2 in.or 518 in.thick)attached to opposite side of stud without packed into steel sleeve on both sides of the wall assembly as permanent p p y furring channels as described in Item 5. forms. Packing material to be recessed min 1/2 in. from end of steel sleeve A `2 MEP Engineer 4A.Gypsum Board*--(As an alternate to Item 4)--5/8 in.thick,2 ft.wide,tongue and groove edge, flush with or recessed into sum wallboard surface on both sides of wall .vi il.l J#�.K►Vll.... ..all... Ll lid ..•u. �! .,. ,..LV V11 V...l.Al l•.11 V1.► 11 v .,11111 , i1.7 u711V Y9 ll 111 4111✓ 1V11V VY 111 4u1.114r• 50 Technology Parkway, South 0 applied horizontally as the outer layer to one side of the assembly.Secured as described in Item 5. 9YP A Joint covering(Item 7)not required. assembly. _ _ 1�k Min Floor or Max Pie Niel/Pie Annular Norcross, GA 30092 CANADIAN GYPSUM COMPANY--Type SHX. B1. Packin Material Not Shown AS an alternate to Item B nom 1 in. thick -�` �l� P TE GYPSUM CO -T SHX. P UNITED STATES G g - ( ) 9 n _ n Wall Thkns T�iam fUyeriri Thkns ace F Rating T Ratite '; n Type polyethylene backer rod may be used. The backer rod is to be recessed within I t-., P. ilz _ g P g USG MEXICO S A DE C V--Type SHX. �',---: b In. In. In. In. Hr Hr 5. Fasteners--(Not shown)--Type S or S-12 steel screws used to attach panels to studs(Item 2) the steel sleeve a min of 1 in. from each surface of wall. - �Z= IN or furring channels(Item fi).Single layer systems: 1 in. long for 1/2 and 5/8 in.thick panels or 1-1/4 C. Fill, Void or Cavity Materials* -- Caulk or Sealant --When mineral wool batt ...:,,.; 2-1/2 (64) 4 (102) 1 or 1-1/2 (25 or 38 1/2 to 2-318 (13 to 60) 2 1 in. long for 3/4 in.thick panels,spaced 8 in.OC when panels are applied horizontally,or 8 in.OC insulation is used, applied to fill the steel sleeve to a min depth Of 1/2 in. On 4 g ' A along vertical and bottom edges and 12 in.OC in the field when panels are applied vertically.Two layer systems: First layer-1 in. long for 112 and 5/8 in.thick panels or 1-114 in. long for 3/4 in.thick both sides of wall assembly. When backer rod is used, a min thickness Of 1 in. I 4-1/2 (114) 4 (102') 2 (51) 114 to 3-5/8 (6 to 92) 2 1-112 panels,spaced 16 in.OC. Second layer-1-5/8 in. long for 1/2 in.,5/8 in.thick panels or 2-1/4 in. of CP-25WB+ caulk is required flush with surface Of wall. A nom 1/4 in. diam SECTION_A-A long for 3/4 in.thick panels,spaced 16 in. OC with screws offset 8 in.from first layer.Three-layer continuous bead of caulk shall be applied around the circumference of the 2-112 (fl'4} 12 (3Q�5) 1 (25) 1I2 to 1-112 (13 to 3$} 2 1J2 systems: First layer-1 in. long for 1/2 in., 518 in.thick panels,spaced 24 in.OC.Second layer-1-5/8 steel sleeve at its egress from the gypsum wallboard layers on both sides of 1. Floor or Wall Assembly -- Reinforced lightweight or normal weight (100-150 pcf) concrete 4-1/2 (114) I2 305 1 25 1/2 to 2-3/8 13 to 603 1 in. long for 1/2 in., 5/8 in.thick panels,spaced 24 in.OC.Third layer-2-1/4 in.long for 112 in.,5/8 in. the wall assembly. having a min thickness as specified in the table below (Item 3). Wall may also be constructed of any ( } ( ) ( ( ) thick panels or 2-5/8 in, long for 5/8 in.thick panels,spaced 12 in.OC.Screws offset min 6 in.from Consultants to Remington Hotels, LP layer below. Four-layer systems: First layer-1 in. long for 1/2 in.,5/8 in.thick panels,spaced 24 in. 3M COMPANY --CP 25WB+ or FB-3000 WT UL Classified Concrete Blocks*. Max diam of opening is 8 in. 2-1/2 (b4) 12 (30S} 1/2(13) 112 to 2-3/8 13 1Q 6Q) 2 Q OC.Second layer-1-5/8 in. long for 1/2 in., 5/8 in.thick panels,spaced 24 in.OC.Third layer-2-1/4 *Bearing the UL Classification Mark See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of in. long for 1/2 in.thick panels or 2-5/8 in. long for 518 in.thick panels,spaced 24 in.OC.Fourth manufacturers. CEI Engineering Associates, Inc. layer-2-518 in, long for 1/2 in.thick panels or 3 in. long for 5/8 in.thick panels,spaced 12 in.OC. 2. Steel Pipe -- Nom 6 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. One pipe to be Screws offset min 6 in.from layer below. �2 centered within the firestop system. A nom annular space of 314 in. is required within the firestop E Civil Engineer 6. Furring Channels--(Optional, not shown,for single or double layer systems)--Resilient furring P Y P q PWD channels fabricated from min 25 MSG corrosion-protected steel,spaced vertically a max of 24 in. System. Pipe to be rigidly supported on both sides of floor or wall assembly. 19 4475 U.S. 1 South 1 OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not ■ 3. Firestop System --The F and T Ratings of the system are dependent upon the type of No . Suite 301 for use with Item 4A. * Design No . U420 assembly being penetrated, thickness of assembly, pipe diam, annular space, forming material St. Augustine, FL 32086 6A. Steel Framing Members(Not Shown) --(Optional on one or both sides, not shown,for singlethickness and fill material thickness as shown in the table below: or double layer systems)--As an alternate to Item 6,furring channels and Steel Framing Members -- A. Packing Material -- Mineral wool batt insulation having a min density of 4.0 pcf firm/ packed THROUGH=PENETRATION FIRESTOP S as described below: N o nbearin g Wa I I Ratings 1 o r 2 HR. g g Y P Y a. Furring Channels--Formed of No.25 MSG gals steel.2-3/8 in.wide by 7/8 in.deep, into opening as a permanent form at the min thickness specified above. Packing material to be D Leo A. Daly spaced max.24 in.OC perpendicular to studs. Channels secured to studs as described in �--: recessed from top surface of floor or from both surfaces of wall as required to accommodate the ��;- ��,-•J Item b.Gypsum board attached to furring channels as described in Item S. Not for use 11; I I: Interior Designer required thickness of fill material. 'I3 , with Item 4A. r� ' ' �" The Offices at Mockingbird * 4 �-.--24'o.G...._-..� 3:.,......,..,...._.24'0.6_,-- .---J 3111: B. Fill Void or Cavi Material* -- Caulk -- Min thickness of fill material a lied within the annulus, -"" 0 b. Steel Framing Members --Used to attach furring channels(Item 6Aa)to studs(Item 2). / PP -------- - Clips spaced max.48 in.OC.,and secured to studs with No.8 x 1-1/2 in.minimum self- If- flush . •� -�� - with to surface of floor and with both surfaces of the wall -��. -}� ^ � Station ,_�_ drilling,S-12 steel screw through the center grommet. Furring channels are friction fitted _� ' INTUMEX BRANDSCHUTZPRODUKTE AG -- Intumex MW , 1 5307 East Mockingbird Lane into clips. - - ------- 1 - *Bea � �,t 2 j r, 'f .., ring the UL Classification Mark -A '� ( Suite 400 PAC INTERNATIONAL INC--Type RSIC-1. 4 HORIZONTAL SECTION 6B.Steel Framing Members(Optional, Not Shown)*--As an alternate to Item 6,furring channels �� Dallas, TX 75206 and Steel Framing Members on only one side of studs as described below: _ • SECTION A-A a. FurringChannels--Formed of No.25 MSG galv steels aced 24 in.OC perpendicular to O..n- ____ _ _. g p pe pe Min Floor Max Min Min Fill studs.Channels secured to studs as described in Item b. Batts and Blankets placed in - , a I z _____ 2 { 3 Floor or Wall Pie Ann Forming Mtl F T 1. Wall Assembly --The fire-rated gypsum wallboard/stud wall assembly shall be stud cavity as described in Item 4.Two layers of gypsum board attached to furring t:. • - .`. U. •p g constructed of the materials and in the manner specified in the individual U300 or Thkns Dtam Space Mtl Thkns Thkns Rating Rating channels as described in Item 4. Not for use with Item 4A. VERTICAL SECTION wan In. In, in. In. In. Hr Hr or 0400 Series Wall and Partition Designs in the UL Fire Resistance Directory and b.Steel Framing Members*--Used to attach furring channels(Item 6Ba)to one side of shall include the following construction features: I A studs(Item 2)only. Clips spaced 48 in.OC.,and secured to studs with two No.8 x 2-112 in. F 4-1/2 6 3/4 4 112 1 0 Issue Date�Issue Description By Check 1.Studs-Channel-shaped 1 5/8 in.wide with 1 3/8 in. legs and 114 in.stiffening flanges.Fabricated A. Studs --Wall framing may consist of either wood studs or steel channel coarse drywall screws,one through the hole at each end of the clip. Furring channels are from No.25 MSG galv steel.Studs to be cut 1/4 in. less than assembly height. -- 1 05.26.06 KBB GL friction fitted into clips. W 5 f 314 4 112 1 o studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel ISSUE FOR PHASE I CONSTRUCTION KINETICS NOISE CONTROL INC--Type Isomax 2. Bracing-Cut from the steel runners,min.4-1/4 in, long,fastened to the studs with two No.8 by 1/2 in. F 4-1/2 4 314 3-1/2 1 2 1/2 studs to be min 2-1/2 in. wide and spaced max 24 in. OC. _/111K__ 1 9 08.11.06 VF GL 7.Joint Tape and Compound--Vinyl or casein,dry or premixed joint compound applied in two longself-drilling,self-tapping steel screws in each stud.As an alternate,but limits the stud cavi depth to B. Gypsum Board* --Two layers of nom 518 in. thick sum wallboard, as coats to dints and screw heads of outer layers. Paper tape, nom 2 in.wide,embedded in first layer g' PP g � P YP Y gyp 1 Y P P Y maximum 9-112 in.,cut from the sum wallboard,9-1/2 in. longand 12 in.wide,fastened to the studs with W 5-1/2 4 3/4 3-1/2 1 2 1/2 ISSUE FOR PHASE II PERMIT AND PRICING of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted gyp specified in the individual Wall and Partition Design. Max diam Of opening is 8 three Type S wallboard screws in each stud.Vertical spacing of bracing not to exceed 48 in.OC. g 4-1/2 b 3/4 1-114 2-318 3 0 In. 2 10 12.08.06 KBB MK when gypsum panels are supplied with a square edge. 8. Siding, Brick or Stucco--(Optional, not shown)--Aluminum,vinyl or steel siding,brick veneer 3. Floor and Ceiling Runners-Channel-shaped 1 5/8 in.wide with 1 in. legs,fabricated from No.25 MSG 2. Nonmetallic Pipe -- Nom 4 in. diam (or Smaller) Schedule 40 polyvinyl chloride ISSUE FOR GMP or stucco, meeting the requirements of local code agencies,installed over gypsum panels. Brick galv steel.Attached to floor and ceiling with fasteners spaced 24 in.OC. W 6 6 314 1-1I4 2-3/$ 3 0 (PVC) or SDR17 chlorinated polyvinyl chloride (CPVC) pipe for use in closed 11 12.22.06 KBB MK veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, (process or supply) piping systems. Pipe to be rigidly supported on both sides not more than each sixth course of brick. 4.Gypsum Board*-Any 5/8 in.thick wallboard for fire resistance Classified with beveled,square,or ISSUE FOR PERMIT REVISION 9. Caulking and Sealants*--(Optional, not shown)--A bead of acoustical sealant applied around tapered edges. of wall assembly. the partition perimeter for sound control. 3. Firestop System --The hourly F and T Rating for the firestop systems are UNITED STATES GYPSUM CO--Type AS For 1 Hr Rating-One layer of wallboard to be used.Applied vertically with joints centered over studs. dependent upon the size of pipe, annular space, and min forming and fill *Bearing the UL Classification Mark Fastened to studs with 1 in. long,Type S,wallboard screws spaced 8 in.OC at the joints, located 3/8 in. material thicknesses as described in the table below. When the annular space from the edges,and 12 in.OC in the field. Fasteners to be spaced 8 in.OC at the runners. N in the table shows a range of distances, the penetrating item may be installed . ... .' For 2 Hr Rating-Two layers of wallboard to be used. The inner layer to be applied in the same manner as ■ either concentrically or eccentrically within the firestop system. The firestop for the 1 Hr Rating.The outer layer to be fastened to the studs(through the inner layer)using 1 5/8 in. long, D 9 systems shall consist of the following: fType ield.S,wallboard screws spaced 8 in.OC at the joints, located 3/8 in.from the edges and 12 in.OC in the Nonbearin Wal I Rats n - 2 HRn A. Steel Sleeve or Wire Mesh -- No. 8 steel wire mesh having a min 1 in. lap 0along the longitudinal seam. Length of sleeve to be 114 to 1/2 in. less than Desi n o . = 1 0 9Fasteners to be spaced 8 in.OC at the runners.Joints to be staggered 24 in.from the inner layer. iillI 24 i overall thickness of wall such that, when installed in circular opening, the ends h� r 2 "'"' 1 4 of the sleeve are recessed 1/8 to 1/4 in. from each surface of the wall. Sleeve may See Gypsum Board(CKNX)category for names of manufacturers. '.s¢v r", also ,�.,� '>< be formed of min 0.034 in thick 20 M galv sheet steel. . ;.:: :., r f'. .'.' �:' 'i':. f:'. :�; :<: 'f= , V_7 r.. r... r•r•:. .•r r.;... 4A.Gypsum Board*-(As alternate to Item 4)-Nom 5/8 in.thick gypsum panels with beveled,square or $ rs;' B. Packing Material -- Mineral wool batt insulation firmly packed into opening as FIRESTOP SYSTEM 2H. riaTHROUGH=PENETRATION -� tapered edges,applied vertically or horizontally.Vertical joints centered over studs and staggered one stud "��a �� s° pe a ng to I t0 . . . . . . A�' .; .v v ... .. ..... 4 r•.•r'.. .•... r...:.+.••: ..•:r.:•:::r:...•,•,:+.'.•+r .'.r....r. ......••.:...'rr•...•.r,..:. .r.•r•......•...r:. -%Ic - { .1 .. .. ... ... .. r .. ........ •...... .. ... .. i f .Vertical I in n adjacent layers 2 hr system)staggered one d cavi cavi ono opposite sides o studs ert ca joints i ad t a s estud r ...... �.. . . ......... ,r rr.-,f:, .r... ...... .....:......... .. r.,;:::::.":::::r..`::::::::..::: ,.. �� shown it u to accommodate the a permanent form a e thickness s n a cavity pp j j y ( y ) ty. ,,4r r,f... ,,.. . r....,., IP r . :. :, recessed from both surfaces of wall as required' be Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or v.'o °.1. backed with steel framing. Horizontal edge joints and horizontal butt joints in adjacent layers(2-hr system) Finished Side y 4r : required thickness of fill material. As an option to the above, backer rod and/or IA staggered a minimum of 12 in. For the single layer system, panels attached to steel studs and floor runner foamed plastic backer material may be used. E3 with 1 in. king Type S steel screws spaced 8 in. OC when applied horizontally,or 8 in.OC along vertical and H R . SECTION C. Fill, Void or Cavity Material* -- Caulk --Applied within the annulus, flush with 7 I- a bottom edges and 12 in.OC in the field when applied vertically.For the double layer system,base layer . N ':+;r 3 both surfaces of wall as shown in the table below: 36 panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 16 in. Face layer .{A�=0 Ka 6..;=<¢ *Bearing the U L Classification Mark ° .; ;;:. _ Qanels attached to steel studs and floor runner with 1-5/8 in. long Type S steel screws spaced 16 in.OC. t,t 4 S�¢ r r 4 :: . .ti11 .'; f: ±'' f'f "I.' ;h< CANADIAN GYPSUM COMPANY-Type AR,C,IP-AR,IP-X1, IP-X2,IPC-AR,SCX,SHX,WRC or WRX. } all ua,i,VWII 131 u3G MUM MIVW. �; ;'' 3 :, _ - :,}°< '-4"•¢• Max Pipe Annular Min Forming Min Fill F T Vr <-,y: 2 UNITED STATES GYPSUM CO-Type AR,C, FRX-G,IP-AR, IP-X1,IP-X2,IPC-AR,SCX,SHX,WRC or WRX. r. 3 " T4{�' Diam Space Mtl Depth Md Depth Rating Rating L` �O In. In. In. In. Hr Hr B USG MEXICO S A DE C V-Type AR,C, IP-AR, IP-X1, IP-X2, IPC-AR,SCX,SHX,WRC or WRX. 1. Floor and Ceiling Runners--"J"-shaped runner,2-1/2 in.wide with unequal legs of 1 in.and 2 in., 4 3/4 to 1-1/4 1-1/4 2 1-1/2 s�c.B-� 9 P q 9 4B.Gypsum Board*-(As an alternate to Items 4 or 4A)-Nom 3/4 in.thick,4 ft wide,installed as described fabricated from 24 MSG galv steel (min 20 MSG when Item 4B is used). Runners positioned with short 3-1/2 leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not 1. Wall Assembly --The fire rated gypsum wallboard/stud wall assembly shall be in Item 4A with screw length increased to 1-114 in. greater than 2 in.from ends and not greater than 24 in.OC. 2 t-3/s 3/4 314 1 1 constructed of the materials and in the manner specified in the individual U300 CANADIAN GYPSUM COMPANY-Types AR, IP-AR. 2.Steel Studs--"C-H"-shaped studs,2-1/2 in.wide by 1-1/2 in.deep,fabricated from 25 MSG galv steel or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory (min 20 MSG when Item 4B is used). Cut to lengths 3/8 to 1/2 in.less than floor to ceiling height and and shall include the following construction features: UNITED STATES GYPSUM CO-Types AR, IP-AR. spaced 24 in.or 600 mm OC. SHEET NOTES A. Studs --Wall framing may consist of either wood studs or steel channel 2A.Steel Studs--(Not shown)-"E"-shaped studs installed in place of"C-H"-shaped studs(Item 2)to Seal/Signature USG MEXICO S A DE C Y-Types AR,IP-AR. secure the closure liner panels at the ends of walls. Fabricated from 25 MSG galv steel min 20 MSG studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel P when Item 4B is used),2-1/2 in.wide,with one leg 1 in.long and two legs 3/4 in. long.Shorter legs 1 in. studs to be min 2-112 in. wide and spaced max 24 in. OC. 5.Joint Tape and Compound-Vinyl or casein, dry or premixed joint compound applied in two coats to 4A. Gypsum Board*--(As an alternate to Item 4)--5/8 in.thick,4 ft wide.Attached as described in Item B. Gypsum Board* - Two layers of nom 518 in. thick gypsum wallboard as joints and screw heads. Paper tape,2 in.wide,embedded in first layer of compound over all joints. apart to engage gypsum liner panels. Cut to lengths 3/8 in. less than floor to ceiling height.Sill and lintel - � of opening formed with "J"-shaped runners(Item 1)secured to"E"-shaped studs with angle clips and 4' Specified in the individual Wall and Partition Design. Max diam of opening is 6. Batts and Blankets*-(Optional, not shown)Glass fiber batts may be installed in the interior or wall steel screws. CANADIAN GYPSUM COMPANY--Type AR, IP-AR, IP-X1,SCX or WRX. cavity.The max thickness of the batts shall be 2 1/2 in.for the walls with 2 Hr assembly ratings and 3 1/2 in UNITED STATES GYPSUM CO--Type AR, FRX-G, IP-AR, IP-X1,SCX or WRX. 14-1/4 in. for the walls with 1 Hr assembly ratings.Attached to wallboard with wire staples spaced horizontally 12 in. * USG MEXICO S A DE C V--Type AR, IP-AR,IP-X1,SCX or WRX. 3. Gypsum Board --1 in.thick gypsum wallboard liner panels,supplied in nom 24 in.or 600 mm(for 2. Through Penetrants -- One metallic pipe, conduit or tubing to be centered OC and vertically 24 in.OC. metric spacing)widths. Panels cut 1 in. less in length than floor to ceiling height.Vertical edges inserted within the firestop system. Pipe, conduit or tubing to be rigidly supported on .. .. .. .. .. .. 4B. Gypsum Board --(Not Shown)-May be used in lieu of Items 4 or 4A for the base layer-Nom 5/8 in. in H -shaped section of"C-H"studs. Free edge of end panels attached to long leg of J -runners with CERTAINTEED CORP thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically.Vertical both sides of wall assembly. The following types and sizes of metallic pipes, 1-518 in. long Type S steel screws spaced not greater than 12 in.OC. joints centered over studs and staggered min 1 stud cavity on opposite sides of studs.Wallboard conduits or tubingmay be used: Y GUARDIAN FIBERGLASS INC secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in.OC at perimeter and 12 in.OC in A. Steel Pipe -- Nom 12 in. diam Or smaller Schedule 10 or heavier steel pipe. CANADIAN GYPSUM COMPANY--Type SLX. P ( ) ( ) P P UNITED STATES GYPSUM CO--Type SLX. the field. Lead batten strips(Item 6)required behind vertical joints. � (Project Name A nom annular space of 314 in. is required within the firestop system. JOHNS MANVILLE INTERNATIONAL INC RAY-BAR ENGINEERING CORP--Type RB-LBG Sea Turtle Resort P q P Y USG MEXICO S A DE C V--Type SLX. B. Steel Pipe -- Nom 4 in. diam (or smaller) Schedule 5 (or heavier) steel pipe. A OWENS CORNING 5. Batts and Blankets*--(Optional) Not shown Mineral wool or lass fiber batts partially or 4. Gypsum Board*--1/2 in.thick 4 ft.or 1200 mm for metrics spacing)wide wallboard applied vertical/ ( P )""( )-- g P y Ashford Hospitality Trust nom annular space of 3/4 in. is required within the firestop system. yP ( P g) PP y completely filling stud cavity.Any mineral wool or glass fiber batt material bearing the UL Classification P y in two layers. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in.OC C. Conduit -- Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel 6A. Fiber, Sprayed*-As an alternate to Batts and Blankets(Item 6)-Spray applied cellulose insulation "J"_ Marking as to Fire Resistance. along the edges and in the field of the boards.Outer or face layer attached to studs and J runners * I Project Number Conduit. A nom annular space of 3/4 in. is required with the firestop system. material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the 5A. Fiber,Sprayed --As an alternate to Batts and Blankets(Item 5)--Spray applied cellulose material. P q P Y with 1-5/8 in. long Type S steel screws spaced 12 in.along the edges and in the field of the boards, application instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3.Alternate application The fiber is applied with water to completely fill the enclosed cavity in accordance with the application D. Copper Tubing -- Nom 2 in. diam (or smaller) Type L (or heavier) copper staggered from screws in inner layer.Joints between inner and outer layers staggered. 02.5635.000 method:The fiber is applied with U.S.Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3.Alternate application method: tubing. A nom annular space Of 3/4 in. is required within the firestop system. Outer layer joints covered with paper tape and joint compound.Exposed screw heads covered with I CAD File Name 9 P Q P Y one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one 3. FirestopSystem -- The firestop system shall consist of the following: instructions supplied with the product. Nominal d density of 2.5 Ib/ft3. joint compound. y p y g pp p dry ty part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application A00-21 A. Packing Material -- Min 3 in. thickness of min 4 pcf mineral wool batt As an alternate method, inner wallboard layer applied vertically,outer wallboard layer applied instructions supplied with the product. Nominal dry density of 2.5 Ib/ft3. U S GREENFIBER L L C-Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) U S GREENFIBER L L C--Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) I Description insulation firmly packed into opening as a permanent form. Packing material to horizontally. Inner layer attached to studs with 1 in.Type S steel screws spaced 24 in.OC along vertical edges and in the field.Outer layer attached to the studs and"J"runners over the inner layer with 1-5/8 UL Assemblies be recessed from both surfaces of wall as required to accommodate the 6B. Fiber,Sprayed*-As an alternate to Batts and Blankets Item 6 and Item 6A-Spray applied cellulose 5B. Fiber, ( ) p y pp Sprayed --As an alternate to Batts and Blankets(Item 5)and Item 5A-Spray applied in. long Type S steel screws spaced 12 in. OC in the field,along the vertical edges and to the floor and required thickness of fill material. insulation material.The fiber is applied with water to interior surfaces in accordance with the application cellulose insulation material.The fiber is applied with water to interior surfaces in accordance with the ceiling runners.Outer layer secured to inner layer wallboard with 1-112 in. long Type G steel screws B. FIII Void or Cavi Material* -- Sealant -- Min 1 in. thickness of fill material instructions supplied with the product.Applied to completely fill the enclosed cavity.Minimum dry density application instructions supplied with the product.Applied to completely fill the enclosed cavity. ' � of 4.3 pounds per cubic ft. located midway between studs and 1 in.from the horizontal joint. Minimum dry density of 4.3 pounds per cubic ft. applied within the annulus on both surfaces of wall. Additional fill material to be Scale installed such that a min 1/4 in. crown is formed around the penetrating item. AMERICAN GYPSUM CO--Types AG-C. NU-WOOL CO INC--Cellulose Insulation P 9 NU-WOOL CO INC-Cellulose Insulation BPB AMERICA INC--Type FRPC, ProRoc Type C. 3M COMPANY --Types FB-2000, FB-2000+. (Note: L Ratings apply only BPB CANADA INC--ProRoc Type r 6. Lead Batten Strips--For Use with Item 4B-(Not Shown)-Lead batten strips required behind vertical when FB-2000+ IS Used). *Bearing the UL Classification Mark CANADIAN GYPSUM COMPANY--Type C,IP-X2,or WRC. joints of lead backed gypsum wallboard(Item 4A)and optional at remaining stud locations.Strips,2 in. *Bearing the UL Classification Mark G-P GYPSUM CORP,SUB OF wide,max 10 ft long with a max thickness of 0.125 in.Strips placed on the interior face of studs and GEORGIA-PACIFIC CORP--Type 5. attached from the exterior face of the stud with two 1 in, long Type S-12 pan head steel screws,one at LAFARGE NORTH AMERICA INC--Types LGFC-C, LGFC-CIA. the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% NATIONAL GYPSUM CO--Types FSK-C, FSW-C,FSMR-C. meeting the Federal specification 00-L-201f,Grade"C". PABCO BUILDING PRODUCTS L L C, DBA 6A. Lead Discs or Tabs--(Not Shown)-Used in lieu of or in addition to the lead batten strips(Item 6)or AOOm2l /100� D PABCO GYPSUM--Types CTS optional at other locations-Max 3/4 in.diam by max 0.125 in.thick lead discs compression fitted or STANDARD GYPSUM L L C--Type SG-C. adhered over steel screw heads or max 1/2 in. by 1-114 in. by max 0.125 in.thick lead tabs placed on TEMPLE-INLAND FOREST PRODUCTS CORP-Type TG-C. gypsum boards(Item 5)underneath screw locations prior to the installation of the screws. Lead discs or yP tabs to have a purity of 99.9%meeting the Federal specification QQ-L-201f,Grade'T. ©2006 Gensler UNITED STATES GYPSUM CO-Type C, IP-X2 or WRC. *,Bearina the UL Classification Mark 3'-0" 4'-0" INSULATE HOT WATER w BACK ' " PIPES AND DRAIN TO " Sea TurtleReso rt 3 -0MIN. 3 -0 MIN. 3 -0 MIN. PREVENT CONTACT - C) LINE OF REQUIRED 1'-6" 1'-6" MIN 1'-6" 1'-6" MIN 1'-6" MIN 1'-6" CLEARANCE w '� 1'-6" Hotel on 0 1'-11" MAX. — o J I �, MIRROR � �� — CD W Q FC-4 Q -M �� _ � U CD 14185 Dallas Parkway XO1 1 2 " MAX. Z z >< -::C: Z `+- Suite 1100 w oo 00z ;r, o i' NOTE: X = 1'-0" IF DOOR HAS BOTH Dallas, TX 75254 co N - A CLOSER AND A LATCH � 1'-4" MAX. � � ( ' �' N 4'-0" MIN. KNEE CLEARANCE 8" MIN. 6" MAX TOE CLEARANCE 1'-5" MIN. DEPTH X 4'-0" MIN. 1'-5" MIN. `� 1'-6" N IN 1:) M 5'-0" MIN. CLEAR NOTE: X =3'-0" MIN. IF Y=5'-0"• 4'-0" MIN. � FLOOR 4,-0„ X= 3'-6" MIN. IF Y=4'-6". CONTROL AREA SPACE 0 700 Milam Street 1'-6" 1 1/4" TO 1 1/2 1 1/2 NSuite 0 10" 2'-6" 3 —0" M I N. >-- Houston 0 TX 77002 4'-6" MIN. 1'-7" VIAX. 2'-0" Telephone 713.228.8050 x 3'-0" MIN. ensler Facsimile 713.229.9343 0 o X M , 1'-0" 3'-6" MIN. 4-0 MIN. W I I Q 1 -0 MIN. 1'-0" IN. TOILET PAPER NOTE: Y= 4'-0" MIN.; Y=4'-6" MIN. o IF DOOR HAS A CLOSER „ 0 0 C-4 � .. �o � 40-6 CD w co C7� rn M b Q i I I I I 1 N CV r7 Z t� �- I � M GRAB BAR CV U') CV EQUIPMENT PERMITTED IN 21 SHADED AREA NOTE: Y= 3'-6" MIN.; Y=4'-0" MIN. IF DOOR HAS A CLOSER 2'-3" MAX 1'-5" TO 1'-7" Remington Hotels, LP 7 16 Project Manager 14185 Dallas Parkway Suite 1150 Z M Dallas, Texas 75254 �, �;, 3'-0" MIN Z d- _ ,� W o ;�, _ NOTE. Y= 3 -6 MIN., • V-) _ Thornton Tomasetti a, I Y-4 -0 MIN. IF DOOR HAS A CLOSER Structural Engineer KNEE CLEARANCE 8" MIiJ 6" MAX TOE CLEARANCE " " 12750 Merit Drive, Suite 750, LB-7 z ,� 10 MAX. IL2 -6 4'-0 MIN. Dallas, Texas 75251 4'-0" MIN. 0 1 1'-5" TO 1'-7" 2'-8" MIN. Thompson Company p p y ' " CLEAR MEP Engineer 4-11 7/8 MIN. �n FLOOR Z 50 Technology Parkway, South 2'-3" MAX. 3'-0" MIN. SPACE M w " Norcross GA 30092 o � Z 4'-0 MIN. I w CVLLJ p Q o � Q CONTROL AREAZ 4'-8" MIN. W WALL MOUNTED W.C. � 2'-0" MAX. o � " o a I W � 3�_0,� MIN. �" o 4 -11 MIN. W/ FLR. MOUNTED W.C. N - Q / Consultants to Remington Hotels, LP - STALL AT END OF ROW 7 C) >< -I -< �z CEI Engineering Associates Inc. g g `i ALTERNATE Civil Engineer 4" MAX. 2'-8" MIN. DOOR LOCATION 4475 U.S. 1 South N Suite 301 X ,_ St. Augustine, FL 32086 4'-6" MIN. 1 -0 N CLEAR WIDTH ANY kMOUNT o 2 X 1' 0" MAX. 3'-6" MIN. Y < " z _ I 1'-0" MIN �- 4 MAX. 1 Leo A. Daly 3' 0" MAX N Lobby co \ z TOILET PAPER Q w o Interior Designer 22I Z M ;.r, m The Offices at Mockingbird N _ M o v, Z �, o Station CD o �, J M Z R 5307 East Mockingbird Lane IZ Q I x Suite 400 rl- 17 - I I `14 M Dallas TX 75206 3'-5 7/8 " MIN. 4 _ LATCH APPROACH I � `V = \ ONLY, OTHER / X IS THE 1'-0" MINIMUM HANDRAIL EXTENTION = APPROACHES 4'-0" MI . REQUIRED AT EACH TOP RISER X I zn� Issue Date&Issue Description By Check = 1'--0" M X.=E Y IS THE MINIMUM HANDRAIL EXTENTION OF 1'-0" PLUS 9 08.11.06 KBB GPE " THE WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH ISSUE FOR PHASE II PRICING & PERMIT 4'-4MIN. BOTTOM RISER. 10 12.08.06 KBB MK n z 1" C TROL BUTTON DIA. 4'-8" MIN. W/ WALL MOUNTED W.C. ISSUE FOR GMP 4'-11" MIN. W/ FLR. MOUNTED W.C. 11 12.22.06 KBB MK k-7O 80 7 13 3 ISSUE FOR PERMIT REVISION z S O 6O STANDARD STALL MAIN ENTRY FLOOR *1 O 20 C:1 SO BO z I 0CLOSED co M 01 DOOR OPEN o O M O o0 � EMERGENCY ALARM �O O ACCESSIBLE ROUTE 1 EMERGENCY STOP 5'-9" MIN. W/ FLR. MOUNTED W.C. O I OCTAGON SYMBOL 5'-6" MIN. W/ WALL MOUNTED W.C. SHALL BE RAISED Z BUT THE X IS NOT 4'-5 7/8 " MIN. M �— `� ELEVATOR CONTROL PANEL 1'-0" M O° o K' ELEVATOR LOBBY N I R co 3'-6" MIN. -1 7'-0" MIN. 5'-8" M LATCH APPROACH ONLY, OTHER co o APPROACHES 4'-0" MI . I I CV � 1' 0" MAX. 4'-6" MIN. z I � 5'-6" MIN. W/ WALL MOUNTED W.C. 3'-6" MIN. 5'-9" MIN. W/ FLR. MOUNTED W.C. LATCH APPROACH ONLY, OTHER ,_ " (NOTRORENEW CONSTRUCTION (NOTROR NEW CONSTRUCTIONAPPROACHES 4 0 MIN. ) ) '-0" MIN 3'-0"MIN. 12'-0" MIN. 5'-0" MIN. 12'-0" MIN. CENTER OPENING DOORS SIDE OPENING DOOR29 -0 MIN SHEET NOTES Seal/Signature 24 4 IProject Name Sea Turtle Resort Ashford Hospitality Trust IProject Number 02.5635.000 CAD File Name A00—40 IDescription TYPICAL ACCESSIBILITY INFORMATION lScale AOOm4O ©2006 Gensler KEY NOTES ea u e esort 0 Hote e 1 Ashford Hospitality Trust p t'Y 14185 Dallas Parkway R 1 Suite 1100 rV Dallas, TX 75254 1 1 1 1 1 700 Milam Street i Suite 400 1 Houston TX 77002 Telephone 713.228.8050 ons or Facsimile 713,229.9343 1 1 1 . 1 � 1 1 1 Remington Hotels, LP Project Manager 14185 Dallas Parkway Suite 1150 1 Dallas, Texas 75254 r 1 Thornton Tomasetti 1 Structural Engineer 12750 Merit Drive, Suite 750, LB-7 Dallas, Texas 75251 1 Thompson Company 1 MEP Engineer 1 50 Technology Parkway, South Norcross, GA 30092 1 1 1 1 Consultants to Remington Hotels, LP 1 1 1 1 CEI Engineering Associates Inc. _-- ,,- g g ' Civil Engineer �► \\ 4475 U.S. 1 South Suite 301 rySt. Augustine, FL 32086 too, Leo A. Daly ?00%- 11 1 1 1 11 Interior Designer \\ 11 The Offices at Mockingbird " 1 Station 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 wool 000, SOT ItAG 1 B —r iN M� ( � Issue Date&Issue Description By Check RE 1 04.28.06 KBB GL D PRELIMINARY PRICING PACKAGE 9 08.11.06 DK GL r/� 1 C� qr r /�' WOW ISSUE FOR PHASE II PRICING 8c PERMIT 0 1 1 10 12.08.06 KBB MK ISSUE FOR GMP 11 12.22.06 "KBB MK 0 ISSUE FOR PERMIT REVISION 0 r r WOW�� J 1 '1 OOW k 4000or��AW r s 'moi iii'' 1 1 tl OltY 1 O _.OtAe pIN , r-too, WOO* ' Prii%��► ASN .J � rw , �jOOW 0000 WOW w � 1 1 � 1 1 0000 " , —— '�► 1 1 000,.000,0000 1 1so J 1 r 1 -' � 1 r 1 SHEET NOTES ' `V Seal/Signature 1 � 0000 WW 1 '' >. f _ -- �� ,._... s ry S s.,r r n 77 7-77 777 Project Name J „ ,,. s e Turtle Resort f i r Ashford Hospitality Trust ;W i. 4 f � Project Number - 2.5635.000 V _{sx s y r LCAD File Name » B , ' C ; 00 aDescription A_ ". < s,..,_„<„-d .. /. , ` , f ....... ..... s „ . F LITTON PLAN i ,. »w. _q y.- ..:p SITE .. » � Scale g' a "m a q„». , r 3, North AOOm5O S SITE PLAN - FOR REFERENCE SCALE: 1” = 20'-0” SP_50.DWG c 2006 Gensler KEY NOTES ea u e eso T /'� ,� �'� , ,�� ,� , �� ,� ' , �� , /' ; / ; o e enova ion �r / // j/% f // / /' / / ✓` i/ If/� � � � ,/ / �" \/ r / �// I�/',� '' '' ' REMOVE WINDOW ASSEMBLY AT STORAGE AND • / / / �" / / / / "� / t ,/ / ' , / �" Ashford Hos Mali Trust '� �� ' /� /" >, '/� /� /''� '' ///� '��/"� �' �� i' ' �° HOUSEKEEPING ROOMS LEVELS 2-8. REFER t // / , ,,, ✓� /� � p tY /�jr - /i �/', /� , .� ,� I ' � � /�� ' � // 'fir 9�� /� TO WALL SECTIONS FOR NEW WALL. ii//'�/'�/ / ,�;� �/ /' �� i �� %�� - � �� / / ; = /' /',� 14185 Dallas Parkwa //��;/ �', �� ;�� /� / '� ,;" �� // /", y ' /e' p// / ' ?1 / i y'/ oqH • 7 ,d i �- % 9 F J f / " /� Suite 1100 i/ ' �` / / / �� 1 AX AY AZ A B C D E F G H J ''�% /��/ �, �� / //,, �� K / ' ' � ' / "I ✓/ �' �/ ��.��zl—�LILIL / ,��-.�� " /, —0. / Dallas, TX 75254 13'-8� 13,_8" 13'_8» 13'-8n 13'-8� 13'-8� 13'-8� 13,_8» 13'-8� 13'-8� 13'-8� 27,_2„ 18'-8� i, ' / " '' // ' / ' 3 - - - - - - - - - - - � A08.10 5 I I I I I ,s 1 09.0o I GUESTROOM 205 i I I I I I I � � \ I 0 1 — — — — — — — — — — — — — — — — — — — — — ° — _ — — — i 700 Milam Street — — — — — — — — — — — — — — — — — — I Suite 400 - — � 1 • 1 Houston TX 77002 ° / 0 � N Telephone 713.228.8050 � • rT N ns er Facsimile 713.229.9343 NI 00 GUESTROOM N i GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM 204 N I �' 228 226 224 222 220 218 216 214 212 210 208 206 I N NI s • �� N 2 _ - - - - - — - - �- - �- - - -� - - - - . . . . . . . . . . . . -- -- -- -- -- -- — -- -- -- -- -- GUESTROOM 2 O° 1 1 1 1 I 1 I I I I I 1 203 N A09.01 ro 2 ° ° ° ° ° ° ° ° ° ° ° ° N 09.00 � �-� N ° � N � DN UP • 5 Remin ton Hotels LP N ° / g - - - - - - - - - - - - - - - - - - - - N � I I�T� N Project Manager 1 1 I — 1 I GUESTROOM I 14185 Dallas Parkway I I I 202 N ite 1150 O O ;.r, Su N Dallas, Texas 75254 — — — — — — I — — — — �— — — — — — — 3 A N� � - VENDING N ° - _ _ / - - - _ _-J- Z __ __ _ - _ _ - — — — — — — _ Thornton Tomasettl - 3. 1 s ADA I ADA I ADA N Structural Engineer I GUESTROOM GUESTROOM GUESTROOM GUESTROOM I GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM I N 12750 Merit Drive, Suite 750, LB-7 O° I I I I I I I I GUESTROOM I i 227 225 223 221 219 217 215 213 211 209 STORA / I oo Dallas, Texas 75251 MECHANICAL HOUSEKEEPING 201 I N 230 ELECTRICAL I0 I D U N I I I I I I I I 31 N Thom son Com an O 1 ° I p p Y I 1 - - - - - - - - - - - I - - - - B1 - - - - - i 3. I g 4 - - - - - - - - - - - - - - - - - - - - MEP En ineer ° 50 Technology Parkway South — — — I I — — — I a=/ I/ '; �/ 4 /�'/ / ter'/z/s/ /f✓� ,/ �� / i�// ' I I I rT Norcross, GA 30092 / / / , / / y / �/' / / GUESTROOM 15 //,//// ,�� // °� ;/ 16 11 /' /j �' "" �/ i ; / , 200 �, � , � � ,� / � � � 0 A08.10 ✓ ; / ;, , "�� A08.10 , A08.10 /// 13 / 21 / / / / ' / ��' // / / // �� // 'y / �' / // // / / A08.10 / �' '/��, A08.10 / ��° ", /, �'�y� / / / ;� ,' 1 / // / ��' /� ;' �'/ i/ // / / / TYP / // /'/ / / /�� / / / / �o�� / / / /, / -� 3 �'�,� /�� ,y /' ✓`'/ / / / '� / / / /� / �° / r � A08.10 / ' i i / //y ,/ //r�/yy / / 1 / ✓ �/ / / ' �/ / � — �, ✓ / /� �- e SIM O.H. " ,�� /' '/"� /1 i,, / /� / /"// / / I,/ / / ,/ / / / / // / % / / / // / / / /� / �.7 I T / �" T / ?� GUESTROOM CONNECTOR DOORS WALL TO BE DEMOLISHED ''/, �' / /y /// / �j / /'�',/' /° /�' `� /' / / / / / /" / �� // �' / 3' ,.a" 7 A' F / // / �" y d' a' /� / ,,� y' / / r/,/ / / / / / �'� ' �' V�'r� / / �f / /r f� / , / / �9 T BE DEMOLISHED- / ✓'' ' � /" fl /" ✓ " / " / , / � . 0 �' /� / /'' �; /" �/ / / / �� / / /� / �� // �� // / �� , � � /� (GUESTROOM CONNECTOR DOORS ' / / �� / /y, /�' / / / / �� / , / //� "� �� , / / �� Consultants to Remin ton Hotels, LP /: ✓% /r /,r f ��' / ,/ �/' / "//, / /" /'" /� /' � /'' //' / // yr I / /' / " // y' /' / �/ i% i %/" (WALL TO BE INFILLED, RE: TO BE INSTALLED; RE. A08.20 �� %" y" /' w /' � / / % / ,� /// / /'�/ �� ,/' �/ , �` / /� /1 �� /" /' / / / / � /i / / // ;/ �� / / ��/ /r / / / / �v' /�, / % / / / / /d 9/ / / af'�� d o / ;' t.� A08.20 & A08.50FOR DETAILS & 208.50 FOR DETAILS & / � / ;/ ' /I ✓''//, y/// / , ` //~ ' ;' /' / // / / // ' �� /' '. f- �� / i / � i I 1 `/1, /' �'�/ / /� a"' F J i �.! r;/ �� J /i� �/ �' ,' y� / % y' { ''/ / / ,ry 9' / f /' /,% ,'` ' " / f F�� / / % / " s' // / ,/ / /, /�" ' A 1 at In V• ' / CEI Engineering ssoc es, NOTES /' ,' /� / " ;' �"/' �/ / /', " / , / & NOTES "/ /� / �� ,� / / / /� / �' f / / /� /' ,/ /fi 1 / / / ' / ;' �/' /' ��. ; / y / /' r / � y� �;� �� / '/ ;' �' /' ✓�� / /� / / / ; / /' �- Civil En ineer LEVEL 2 LEVEL 2 / / I O �� y % / / //' / /� 4475 U.S. 1 South " / , / / / i / / / y o / /" O' /' /' � / ;' ✓" / /" /" i "' / // / / , / / 'I/ / /� / / / / ✓ " / �/ /" �" / % a "� / / / �/ y' / i ✓� / i' /' / �' / / / / / "/ �� / �% "y / ./ i s' .� / "� ,� , /' / / / / / �� "' � / �/ /� / ,� / / / : ✓ ": ✓" /. � / y / �` Suite 301 /,, �� / i i" / / / �� / r/ o` i' ' H i' y �� y./ / / /' / 200 201 '" I/ ✓� // � / /� r � / �� /. �' /" i"I / ,/'/ / i' i" / /� /"r </ /' / , �,, , I St. Au ustine FL 32086 201—202 '/ I/" /f '� / 1"� / /" r" ✓I // "' /" / / / y / /" / i. / /' / /,' �: // / / % r ,f" / / // /9 / /' i' �' / / / // �/ / i /' /�/ y' / / i' /'/ / LEVEL 3 1 / /�` // // ," �/ �, / / /� i' , / 1J i /� // 203 204 ( / � f / 9 / y r / "I I , r / // /, a d / q / /i u / ✓ / / „ / /" / / / r , �, ,! /"' /r r / , , 204 205 � ', �' y / — / ;, : /' / �' Leo A. Dal _ �' / / / o % �% / /' / /: y / �" / r 9 206 208 v , / „ / / y / // / / r / ,, r' i e' / ,'" /" r ;i /" / / ✓" / , / i / i v/ / / �,,/ / i a / / / i i' / t / //r j /� /' / ��/ ✓ // / //y 6 u y / % / t d' N/ ; / / / / / �/' �" /' / Interior Desi ner i o' i / / / /' r / //"/ y` 2152 / / , / � / � / / / � /F LEVEL 4 1 F, / / �/ / / , / /' , /G ✓Y / / / y / �` ,/ / /' , The Offices at Mockin bird /,' / " i / 216 218 /v , '/ // / / / / y H ,,/'" '' / / /", / y / �"/ / // / / �" N Station / f yy/ „� /, / / 223 225 411 413 a / / / If �/ �' �, i / / i � / ✓ / o / / /' ✓� /' / / i /' / i / / / �/ / / / / / � / / /� / ' '�� /" / '" / / �� / / // / / / / / / y r i /' / /' / / // / / /' / // ,� �/ i 5307 East Mockin bird Lane ✓ p / /`" r'/ % / o / / j i/ / f o" / i / / / / i / / / y / I/ / /' /" / /' / / /" / � ,/ /' / / / / / // g 224 226 T` / /' � / / / /' // / `,' / �' /�� ;� / / i' , / �� i /��i , ' � '�'� / �/ / / / Suite 400 LEVEL 5 /i i �i �' ✓ / ✓' / / / / / / /. / �' / �H / / r / / , /, / , �� r/ / / /," / " ,� ''' , I, Dallas, TX 75 06 , / , LEVEL 3 7 �- /' �� ; �� , i / ,/ / � /v .. �� /�� /, ; O / r / / / / / / /'// // � ; "/ 511-513 /� / ✓-; � ; %'�� ''' "' / ? � ' ,' /' / / // / �` /� / / /� ' /� / / / / / , / �/ ' /''�� / �/' r r /� / i r y� �� / / / / / �� / / I / /� / /� / / i / / / / / / d / / / / / / "/ d / / , / / // / 300-301 �/ � / '''r� / ;/ �/ /�' i j / / / , /� /�; /,i / / /, it ��/ / / yy f //,q ' ,/,// L //q//b /�9�//r%/' '� y / ' / �% % ' / 1 y�// �// / M �// / f A f /5 �/ // y/ � / / /��/ / // '/ F / / / / /� / / " / �y / /" %/ „/l /. � / / �/ ,/// / LEVEL 6 0 9 99 H / / / / �/ / 304-305 O //' / / / // / / / / r ✓ //: ; / / , 308 310 / / // �/ ',,, �`�/ /' I /�' /�/ / /'/ ,y/ /,/ �/ / / / ; / / /� / /� /,� / / / / �/ I � // � / � �/ ' / / �� /� / / /� ' /� // /�/ / ' / / // / �/ ' �/ �//�/ ;/� '/// / / �� / 1 `� Issue Date 8�Issue Description By Check 315-317 ; , /�/ // " / / /// �/' , % / / , / / �, /,I j / '/ / / / ;� / / // / / / . / ' / �% / / / / / //' / / / /'�✓` </ / / -- 1 04.28.06 KBB GL 316-318 ; /,� ,/ >� �! / / / � / / / / / �/ / �✓ � / // / , LEVEL 7 (1) /' / / / // // ` / '� r /', / PRELIMINARY PRICING PACKAGE /'�;% / ' /,�/ / / / // /�i /' "? / / / 323 325 / / �// / i / / , / / ; // ,� / / / /�, / / / ,/ ' /' / 1 /'/ // / // / / '/ I/ / / / 2 05.26.06 KBB GL 324-326 711 713 ./ , / / /' i / / / / / // /� � / / � i / / / // // TR TI N I / / / / / / // // / ISSUE FOR PHASE I CONS UC 0 / ' / r/ / / ! / ,-',/ / // / ! / / / / / / / / / ;'/ , / 9 08.11.06 KBB GL LEVEL 4 7 LEVEL 8 (1) / / / / / / / / / ,, " , / / / / / / / / / / / / ISSUE FOR PHASE II PERMIT AND PRICING ��/ ��/ / / / >/ / / / / /// /i'�,'/ � r// ! / 400-401 811 813 /� / / / / / / / / / // / / �/ , / 1 10 12.08.06 KBB MK 404-405 / / /,// ,/ /// / / ;/ / /' / / /v/ / ,/ /// ; �� // ,/ / % / / / �, /' / / / / / ISSUE FOR GMP �/ / / / ; / / / / /- / / / / i 408-410 / If / � / / / / 11 12.22.06 KBB MK / � / / / / / 415 417 / / � / / / / / /� / / / / / ' / / / / / / / ISSUE FOR PERMIT REVISION / � 416-418 / / / / �°°� / / / ,/ / ✓ / / / / 423-425 / / , / / / / ,f- 424-426 / , // / ;/ / / / / / / / / / // / / / / / / _ / ' I/ / / / ,/ / / ,/� / / ✓/ LEVEL 5 (6) /` � / // � / / / / / ' ,/ / / / / / , /,�`� / / // !� / / // 500 502 � /� , / �/ // /; , � 508—510 / � / / / / ,/ �'/ � , / i 15-517 / / / ;/ / / / ! / 516 518 / / / / / / i / / / ' / / / / / ; i " / / / 523-525 ' / / % / / / / / / / / / / / / / / / / / / / // /' ✓ / 524 526 / / � � / / / / , / / LEVEL 6 7 // �/ ,�' ,/ / / i / // / ; / O / / / / r / / / / �/ / / ,/ / / � / / / / / // / / / / 600 601 / / , / / / % / / �/ i / / / / / / / r / , / / / /� / /" // �: / 604-605 / / /� // / / / / / / / / / / /� W ,/� / / / / / // / / / / / / / / / ' / / / /" /� �' I y // / / 608-610 / / / / / // / � / / / / / / // /// /� f/ �� f // �/�'� � i / / / / / / / / / r/` / / // y// I/ / 615-617 / / / / / / / / � / / / / / / ,/ /�� ! // / /� / / / / / //.� / % / / / / / / /i' / / / �/ ; / // / �/ / / / / / / / � / / / / / / I, / / 616-618 / /� , / / j / / / / / / /° / / " / //4 , / �// / / / / / / ✓ �i / / �� / / / / / / �/ / /� / / / / / / / i / / // // / / / I�/� /' /, ///' , '/ / // /, 623-625 / / / / / '� / / ///�//' / /� / / / // / / �� / / ,� / �� ,I /I / 624 626 / � / / / / / // r / �' / , � /' / / / / = / / / / / / // / / / / / , / / / / /� ' // / ' "/,/ // /'/// / / / /' / i / / / / / ;�/ / / / / / /'�'� ' / � / // / �/ / ��/' /� /�,/ / � / / / // / / � / / / / / / / / / / / / / /�;' ✓' 9 / / / LEVEL 7 9 / / , / / / / / / / , / /' / / / / / / /'//// / , / - ( ) / / �/ / " / / / / / < / / / / �j/ // / /// //r///- / / �/'1� // / / �//" f y/ / ✓ / /// .` /I ' / ✓ / ' ,d / /� ✓ l ,��/ / , / /� / / / .�/ /"o 1 �'� ",� / /�� / /' ' / / / / / /I A / / // / // , / /� /�1// / / / / / / ////r' / / / / / �/ / �� / / /�, / /' 700-701 / / / / ; / / �/ �; �/ / /// / / ✓ �, / ,�" / // / i �/ /; / / 4/''�� " ,/ r/ , , "/ / / / /�, / / / // ��/ " / /�/ / / /� / " / SHEET NOTES 701-702 / / /'', /" �' �/ f / / / / / // � / / /, / ' //`y °9 �' �� /' / SeaUsignature / �r/ /�" // / �/ % �, /% / / // ,y / / / ,f / / / / / / /" /� i / , / "` % �° % d / // y' /' /" //r ,.h" i /" o s"' % ?' "- / y/ % / ,/ / / r, /' / / / ,p6/ / ,� /y / /' r^ / / /' / , / / // / �' % / / / 9 / "% / ,✓' .d /' r "per ''/ //r 704 % / / / / /' i /, f " / �' / i' / 703 6'' f " i i i q /r 9 ,/ i i i ,�/ s �;" r/. / / / l / / / / // „ / ? / / / / / r / / / / / / / / // / / I, // /`i �� / �, 704 705 / / r / / p / ./ ,' ,� /�/ �' ', / / y / / / / / /" / / �,, r� y r / / / / " / / y /; / / / �� d /" /, .. // / / /" '/ �' / / ` ," /' �, /" /°� / / /' / /' / / % // /" �� „ / , / o , / /r % // / /� r / / / / / r / �,� /" / / �" / /' 9' / // 78710 / / / / / %' �� /° /' / 0 "' / / / , y // / / // / r / h / / /' / /% /' / i / / s // �/ / / / / //� �" /' / �" p " y n / / / „ / / / " ,' " /' / / r f/ / i'" / / / r , / , r / , / " / y / / �.; / /" / / /`' / / / " // /r r / /' /" i // 715717 / / y ,� / ' �. / / , / / / i �/ /� / INDICATES AREA NOT IN b / " / / / / / / i y / ✓' / / �" ', / / r // i / ,c , L ./ i 716-718 5 y / / / v „ // / /' S PE , / y /" ,/ F,fi ,9 f /, CO / � �. ,' �/ / / 7 725 " , 23 r / , / / � / / /" d 724-726 ' , , /' / // �" / /' �' �' / y / / // LEVEL 8 8 /� / r , ( ) �� ", ' �// Project Name // / / ' " 800-802 , / ea urtle esor �� i / / i / f 803 804 / /, "// '/, / �' ' / ' ' �, / 1/''/ Ashford Hos italit Trust / i " / / / i ";/ �" ,,, /., ' / 804 805 / /° / /, , R R / /� /' <� ;/ / �� : y ", �/ g "" '/' Project Number 808-81 0 /' //I, // // ///C, / �'r/ / /I " /// // /r �,,;, / j ""/y//' / 1 %'/''/g%/ 815 817 � � / / / 02.5635.000 / � ' 'r/ // / � � / / / ". ' , i / ��° / /' //�, �� / � / / / / / / //�/� �' ;°� / / / ////� I �� / (CAD File Name 816 818 , / / % ✓' // / /' ��/' / / ' / / /", / / ' / y / / /' / / /' ' i / / �" /s / / i / / // / f/ %/ / // /' // / / ,/ / / / y ,, �� A01-02 823-825 / / ,, // / , / - /' / / / / / //' '" � / / / / / / /�/ / / /" �, /�/ / /' / / i / / i /' // / ✓ y/ / / / / / / /' / /a' F/ / /% //' / 824-826 / /✓ .I /I / / //I //' /�/ // // // ,/ / /y /// //.//', / /' ,t/ '/ "� D@SCIIptIOn / / // / / ;/ s�/ %'�/��/ /// / '' /`�' /^�� ; -�' y`// � '/,y/' y%;%�� /// // DEMOLITION PLAN 1 / / �/' / / /' r / l/3 /' f y/N' % /%;' i '/'' 'f / LEVELS 2-8 / / / / / / / / d // / / / //�/ % / /� / , `/� , �/// / / / / / / / / / ,/ // / / /�/ /: /'�' / �' / d� // /y / f / / / / // // / �� °✓ / ��/ // /�/,///� / / / Scale / / / / / / / // / /' / / I OVERALL DEMO BY FLOOR / / % � ' / / // // / �/� // / ' / SCALE: NONE PP_02 / / / // / / pig" 0 2' 4' 8' 16' 1 � DEMOLITION FLOOR PLAN = LEVELS 2=8 SCALE: NONE PP_02 Q2006 Gensler KEY NOTES ea u e eso 1 _.- �/ ` �-�- ;'°'-� ��- 1 OT U ED o e enova 10 ' / / r // �'�// /� y /' ' /r ! i/ a ��' / �,/ / y�' / /� / / �-'' .7 r'�' ,� O NOT USED �i //� L � / ///, / �' / , :. �' -, % �� / / ;' �� NOT usED Ashford Hos itali Trust , /o / > / j" i/ ,�/ / /. F d /�� / r / ��" /� /' ��%� /.�, y �/ �' -�� 1418 5 Dalla Par d ,, �, 7 /' / / �� . y s kwa / , ,' �, 15,. I I , ;, `i F,' ' / // /. / /' I ® REMOVE EXISTING DOOR, FRAME AND HARDWARE, y / f`, � �. °i,, y' /, /r-",/ / � // PREP OPENING FOR NEW INSTALLATION. /�; , , � � , a / I , / 6/ / � � � / Suite 1100 AX AY AZ I / �� /y �, /� , �� ; A B C D E F G H , ,. /p / ,� �/ /1 /, / �� s / / i �� I d� y // / �� ;/// / �',; / ' �,,�� '" / / / / . 5 REMOVE ABANDONED MECHANICAL EQUIPMENT AND Dallas TX 75254 » , , / ��; /,, / / '' / / , / // , /' ASSOCIATED DUCTWORK• RE: MECHANICAL 13 -8 13 -8 13 -8 13 -8 13 -8 13 -8 13 -8 13 -8 13 -8 13 -8 13 -8 � d L,_' ,,�� "_�.-=.� DRAWINGS FOR EXTENT. © REMOVE EXISTING CHILLERS AND ASSOCIATED DUCTWORK AND STEEL SUPPORTS, RE: 5 I I I I I MECHANICAL DRAWINGS FOR EXTENT. 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' ,� , / - , ter' F L'„ / ' / /. // �, ,, I ' /" I Project Name / d , , / - ? - .i /' - /1 - e , Sea Turtle Resort , ' A hf d H t lit r �� s or o pi a y Trust / / „ / r / / y - % / P �/ 1 � /i Project Number / / yam' / / i /, i, �' '/ / d' /,s ,/'" / / / / " / / / a d"� /- % / �/ / / ' / /" // / 6 F / '�; " /� / / �/ �� / 02.5635.000 9 CAD File Name / �, / /, / /' /. /" / �, // /, ,. / /, / / / �- ' /� '` / q/ /' / '�/ / / '/ 9°/ / / / / / ,� //,/gy' /'/ r ' G" ,��/// / ' / J' / ' G /" / % /, / / / / �, �'° �r. / d, f,/ / /�� , / / A01-09 / / / / / i d' /' / ,,/ �' / // // / / / / �� / / / y,// / ,, �/ / /' / d / i / / // //,� / / / / ,> e / , �/�. / / / �' / /'/ %/�/ / Description i / / �' /� / / / / " / ,, ,, / / / ' , / /, // / /�'/� /,� ,�/ // ,� // d/ ', / // i/"� %/ / /�';//� ' /�' /� '/� DEMOLITION PLAN r / '// / ;� / ��' /% �/ ///,/ j / / �� ;' �/ / y ;/ /� / / j /� �� ROOF /, I/ / j /// / �' I/ / �/. "/ / // / ' / // � / // // /� / // / / // ' // /"/ /I // I / /° / / / ' Scale / / /' / / /% / / / / / / �/� /' / / / /� �, �� / / �/ / / �. / / �/�,/ /d/ / � / / °' / ' / / ///� / / % // / / / �/ 0 2' 4' 8' 16' ■ DEMOLITION ROOF PLAN SCALE: 1/s., = V-011 RP_0o 92006 Gensler KEY NOTES _______ ___ __ Sea u e eso rt Q NEW EXTERIOR WALL; RE: WALL SECTIONS 20 HOLLOW METAL DOOR AT LEVEL 2 ONLY; O e Renova ion RE: 19/AO9.42 O GALVANIZED STEEL LANDING AND STAIR ACCESS TO LOW ROOF. SUPPLIER TO Ashford Hospitality Trust CA DESIGN. 14185 Dallas Parkway 49� 4 NEW PLUMBING RISERS TO BE IN EXISTING Cn LOCATIONS TO LEVEL 0, NO RE-WORK Suite 1100 AX A AZ A B C D E F G H J � K L REQUIRED. 5 NEW PLUMBING RISERS IN EXISTING Dallas, TX 75254 , » � „ , ,, , » > » , » , ,, , » , » o 13'-81113 -8 13 -8 13'-81113 -8 1314113 -8 131-80113 -8 13'-8" 13 -8 27 -2 18 -8 1 0 LOCATION FROM LEVELS 2-8. NEW RISERS 0. .4 e .4 leAND EXISTING WASTE STACKS (TO REMAIN) 3 TO BE RELOCATED AT LEVEL 1.5 PER I.D. -- - - - - - - A08.20 DRAWINGS. LOCATION TO BE FINALIZED IN II I I I I I I I I I I PHASE II. 1 rl65 --Aal © CEMENT BASED WATERPROOF Itl12.20 Ln 09.10 CA COATING. APPLY TO BOTTOM SIM. 2 c a 5 A09.31 GUESTROOM 6 OF BALCONY ST LEVEL 2 NORTH O.H. 09.20 cc C 3 $IM, � 205 OF COLUMN LINE 1.1 ( 7 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' 1 ig w 0 1 " I �.2IIiII I o 700 Milam Street 1 _ _ _ _- - I r- _ - _ _ _ - _ _ _ - _ _ ° _ _ � I . - - j 19 - _ - - - - - _ - 1 - Suite 400 - I I T � � 7F - � 1 . 1 Houston TX 77002 I4 1 O Telephone 713.228.8050 X > > >< >4 1 q& 1 ensler Facsimile 713.229.9343 1 200°i ' GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM 204 1 �jl ao 228 226 224 222 220 218I I 216 214 212 210 208 206 1 1 _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - 1 . 9 21i - _ _ _ _ __ I _ - _ _ 11 * - - _ - 07180.A 0 o I o o I I o o i tL o o I o o I o o I GUESTROOM I � TRAFFIC COATING . ° . . . ° . . . . . . 203 1 � AT LEVEL 2 5 5 BALCONY ONLY A09.20 _ ;;;; ° 09.20 �" DN UPIff 'I ' - - - - - � - - - - - - - - - - - - - - • 5 Remington Hotels LP N ° g _ 11111 � e _ 15 A09.31yyl 1 2 Project Manager 2 GUESTROOM A09.11 14185 Dallas Parkway 09.10 O° ' o o I o o I o o I ° ° I o o I 202 � Suite 1150 - - - - - I - - - - - - - - - � Dallas, Texas 75254 3 15 A09.30 VENDING 0 0 - _ - - - - - - Thornton Tomasetti - _ _ _ _ _ - _ _ _ - - _ _ _ _ 1 - 3. 1 I I I I I ADA I Structural Engineer 20/A09.32I I ADA ADA 1 GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM I 12750 Merit Drive, Suite 750, LB-7 °O I I I I I I 11 I GUESTROOM Dallas Texas 75251 I 227 225 223 221 219 217 215 213 211 209 STORA / I ao , oO I I I I MECHANICAL 0 G 201 j - I I I I 1 230 LECTRICA I 5 AO9.32 _ _ I I I I I I 1 1 I 2 231 o Thompson Company 0 . I p p y - - 1 - - - 1 - - - - 1 - - 3. 9 MEP Engineer 4 _ - _ _ _ _ _ _ _ _ _ B - - _ - I 50 Technology Parkway, South 119 / I I 4 1 Norcross GA 30092 iIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' t ;�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 or Or � ,� I � � /T / UESTROOM 15 / i / 200 - - � 08.20 // / / / �� ;, / / / 13 2 21 rl 08.20 09.20 A08.20 �' '/ / �`�, � � � � , ,�� ,! / / 12.20 % / // / / / / �/ 1 TYP. ,� / / I"/� //// A // / // %/" /" / ,/ 11 ,Z ,� 3 / // / / / / / �� ! / � , /, / / �� / IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' IIIIIIIIIIIIIIIIIIIIII'm � / y / SIM. O.H. �� / X // /// / / / / � � / / / TROOM CONNECTOR DOORS �� / `� t/ // " �� // / / / / / / WALL TO BE INFILLED AT GUES / / / �� % / / / / / / , / REMOVED CONNECTOR DOORS, TO BE INSTALLED AT / / / / 1 LP / �, �, / Consultants to Remington Hotels, • Z / / / �/ /' ", �;' / ,� / / / TYPE H1; RE. A08.20 & A08.5 DEMOLISHED OPENINGS; RE. / �� /"- �, �� / // " /� / /� � �/ / / // FOR DETAILS & NOTES A08.20 & A08.50 FOR DETAILS //✓�� //" ,,-/"� / �,- / ° /' /// // / / � // I / / '/ / / // / /� /// / . & NOTEs �� /f/ / // �' ; �� /� / / ,/ ,� ��' �`-�� M CEI Engineering Associates, Inc. / / ,/ / // / /� 9' ' // / / I ;/ /' / / / �` � • / / / / /, f / / / / " / / �,` / // /�� // / / �� /" , / / O �� //y� � /' /,�� / / / , / // �, -cc Civil Engineer LEVEL 2 LEVEL 2 / / °` d / , / ,� / s/ / / / / / / / / �� ✓ 9 0 � ) � ) / , , // // / ��" / ,/ / / / / �` / 44 5U.S. 1 South / 7 US /" 200 201 ,r s, J` s, 1 y - % �// St. Augustine, FL 32086 r� P / Xa 201-202 ��1 /,//I/,.,,,,,-, dII' /' / / / / /�//// / ��/ �� / / //�/ �/ / / / / /�// ��, / /�� / �' �%/ °/ LEVEL 3 1 � % �- � / / / /�'/ ,/ / ,/ �'` / /// /// �� / ��-,�� / �-� 203-204 � ) , /, _ ,� /� / / j ; / ✓ , / / / ✓ , / ./� /� °� ✓ ,% ,� / / / �� / / / �" / �/ a" �/ j r i /' i' / / / y1 / / ,fir / ,/ / 204-205 �' ,// ,/ i / `/ I" N✓ '�/ /' I / ✓, /�/ / // / / y / / / / // // / /✓ / /� / / ✓ / / / /p /� / / °/ ill Leo A Dal 311-313 �� / / / y � �. 11 206-208 / /" o/' / / I �` / �/ / / y r /" / ;' /� / i // / /� .q/ i / ! / / y /' �" / /' moi' / i" /' // , ;` �` / / // / / i/ .� � / ,d / , /// ///- ,, ,�,�'",, �,, / ��/` /;/ / /° / // /. / / / // ' / ✓ / �� ✓ / /' / / / Interior Designer 215-217 f ✓ // // / / / // A / /✓� // �p / // / �' � / LEVEL 4 / ;5/ / ✓ / / / / / / / / �Y / ✓ 1 �/ // , � , / ;/ / , �� / // / / ,� / ✓ � ) �, /I/ / / / / / / ,� / // j I , / / ✓� , " /� / �� / , �� / // �� / , // The Offices at Mockingbird 216-218 , /✓ �"� `� �,�� , ✓� ,� / / �/ /�� y; ��; / / "✓ s' / X ` / i , d / q y /" ✓ / / / / / / / i / / / < �' , / % > , Station _ ,� / /., �" i % Fy„ ,r / �, / / f / ,( /; / / a /� j,✓ ,✓ ✓ate/ /' i' i iy / /� - 411 413 /'; / �° / / / / "� �/ �/ 223 225 �� / ;� �'/� / �� y� / / ' / / /�` /� / �, / , / / / / / , / / '" �� ,� /. / 5307 East Mockingbird Lane / �" // / ,d f'/ / ,</ / �i p /" 4// /{" /" , / / // % ✓ % / / /F ✓ �// ✓ / / / / "�,p� / / //�� y� I /' I 1;%"/ y; j 9 / o'" / / / / / g 224 226 // /' / / / I/ / / / / / / / / /� / / / /� %� ""I ✓/ /e / / ��/I / � / / //, /°" // // / // / / / / / / i" I %/ �/ // ///1/°/��'� i /� /� Suite 400 LEVEL 5 1 �/ / /� � / /- // / / / / / /" r,// / /" , / "/ �' / C ) / / I/ /� / / / j I - �° / / ; /�, / /I /, �� /� / ,, /� / / / / /' / / / / �/// ; // ,` %" /; /;1 / %/ y//// / / // / Dallas, TX 75206 VEL 3 (7) /// / 511-513 �� - / ' �/ a , � � , / / / ,�" / / / / ", // /� / / / / ,/ /' / /�/ ! / / / /�/ / / / / � /' / //, / / /' / 300-301 � /� / / / / /� �/ �/� / / / / j // / , / / /�� /, // / / / /`/ /` / / I //� �✓ LEVEL 6 p / / / / / / /� , / / 304-305 � ) ,� / / / / :� / � / , f / , I / / / / , / �� / / / / ,/ / , / / / / / / / / � / / / / / r / / / / / / / / / I / / ,r� / / / Z\- Issue Date Issue Description By Check 308-310 % / j / � / / / - / / / /� ; / 315-317 / // / �� / ///�_ / / / - / / �/ / / / -- /� .,� / � , � / ��,✓/ �" �/ / � � 1 04.28.06 KBB GL / / / 316 318 LEVEL 7 (1) �``��"✓� ' �� / � �` /�/ / / / PRELIMINARY PRICING PACKAGE 323-325 /j � � � / / / / / / /� - _ � / / /� / /,// � / // 2 05.26.06 KBB GL 324 326 711 713 / / /' / /' / / /// / // // ISSUE FOR PHASE I CONSTRUCTION % //// LEVEL 4 (7) LEVEL 8 (1) / / / � � / i 1 7 07.26.06 KBB GPL/ / / / ADDENDUM 1-5 -4 811-813 // ' ,/ / / / / /2\ 10 12.08.06 KBB MK 400 01 / � � / ; / / / � � � // / � / 404-405 / / / / // / / / / / / // / ISSUE FOR GMP 408-410 // ' / / ' � / / 11 12.22.06 KBB MK / / / / / / / 415-417 / , / / / j / / ISSUE FOR PERMIT REVISION 416 418 / / / / / /// / 423-425 / �// % / / / .� ✓ / 424-426 / / X / / / / / / / // / / / / LEVEL 5 (6) / / / / / /,//// / // %1 / 500_502 / / ;/ / / / 508-510 / / / / y / / / / / / �I / 515-517 / / / 516-518 / / / �° ; 523 525 / / / / / / // / / / / / / 524-526 / / / ;/ / / LEVEL 6 (7) / / � / ,/ / / _ / // / / / , / / / / / / / � / / / /' / / / 600-601 / / / / / / / / / / / �/ / // / // / / / / / / / / / / �� / / / / / , 604-605 % / � // / / / / / / / I / / / / 608 610 / / / / / / ,/`,/ / 615-617 / // / / // / ,/ / / / / / / / / / /� / / / / / / / / / / .�` /� / 616-618 / / / / / / // /'//' / 623-625 / "� / % / �' / / / % ✓/ "" / // / // / / / � / / // / / / j /� / / / I / / / / // / / / / /� / / / % // M / / / / � 624-626 /�/ / / � / s / / / // i/a / / /.�/" / /� / / / / / / / / /' / / / / �� '� /�✓� / � / // / / / / �' / % f / / i / / / / / / / /'° / / /// / / / / ,/ / / /� / / / / �� / y /, / /�/ / / . / / /�� / / '� / / / / / / / / / ,/ / � �/ / � / / / / / / / �� / y, // / �/ / ;� / / / / LEVEL 7 (9) / / e / / / / i / / a / / i� / / / / / / /� ' /� / / / / / / / >° / / / / / / / i / / / / / / / //' / / ✓ / d % / ,�// / / / / 700-701 ✓ / �j /� / / / / / //// % I /< %��; �� / / / �� SHEET NOTES i // / > / / , / / �,/ / / // ; / / / / / / / I/I / / /� / / , - ///,/,/",/,""-/, /y" �� i� I ///� %/ / p/ /� / / / / // / I I / �/' / / / �� / �// ��/ �` / �� / �/ /`/ / �// // / Seal/Signature 701 702 / /' y /' �N i % mss. 6. /; ,v // /% //j;✓ ,/ / / / / // / / / / / / / ;` / // / / 9 �!" y, �j, / // �% r' y'� `� y � / / h� 1/ , / C d // / / ./ / / "O / �/703-704 , / / �� ✓ /� / / ;/� / // / / / � �� / /� ' / / / / / // / / / , /° / �/ / / ,i ,N� / d/ / f/ ,� / f / / /� / / / / / / y t / / �/ / / / i J Fn r✓" / �' �' / y' % / �v /;" / y /„ / /" / / i �" 9 / / i' / p 6 y / / / /"y / / y/ / d / / ' 704 705 , �I/ / / /' /" / / ✓ / / �" % v / ; ✓ / ✓i / / / r �" / / / / �� I / ✓ �" ✓' N ,- �� , / � � / �� / /� / / �� // �/ �� /�� ,�� ,�„ �� / / / NEW WALL �i I" i / 708 710 �� / / / // y / / 141 i / i , ✓ / / / i / o " 715717 I / /. /, / / , � H / / / / , " r." ,y - a / /i / ,! / i / /'" // ,6/ fig r ✓' ,. I , �� / / / s /`" �; _ �, , / ✓ e / i / / / / ✓ / �- y / / / / /.� � �I ,�� EXISTING WALL 716 718 � �� ,�°� 11 / �I �� . /I' /° / ,�, �. / ✓�� i /,' ,/ /� r .,� 723-725 , / / / �I 724 726 �� / ,�� / ��° �� /� �� / �� ' ° // SHADING INDICATES ✓ �/17 / a �� / . ll 11 '111 LEVEL sAREA NOT I N r h (8) // / I /I / ��/ Project Name /='/ ,II I d � ✓ Ili ;' /` / " /,////"///" �� s" . I "' I "� // // `�, 11 // / / �" a / SCOPE Sea Turtle Resort 800 80211 / / / / % / / / / /�/ 3 /,, / �� / yam/ Trust Ashford Hospitality 803-804 / / i / /. �, /.- /, -- 804-805 _ _ _ 1 ti.... Project N mbar 808-810 / / �� ALL WORK SHOWN IN DEMOLITION DWGS SHALL BE q ✓� / 815-817 �"; / /�/ �.� �/ s. �> ,�� //� /��/ /� /� 02.5635.000 / / ,; ��' I" / /,,�� / ,, l� �,✓`;; z/�; , �;'/� / PERFORMED BASED ON PHASING SCHEDULE. SEE / / / / /� . �, / / , CAD File Name 816 818 / / / / / // / / ��// /� // /" / y /1/ /� / /I // /�/ f /, / A00.20 I If 823 825 /// / / �, / �/ /.., y /" / //// / / /. / ' >" / / / / / /// / / / / // s " �" / % � �" /' / // / "/ / / / / // / ! / !� /I /I'� / "' %/ /" /y' / //; �' ' // ° / /!/' /�. // /%�/ / B. ALL DIMENSIONS TO BE FIELD VERIFIED. I�escription 824 826 / j / / / / / ////" /�/ // �' / /�/� / �'/ / //� " ,/ � / / //�// / / CONSTRUCTION PLAN / / / / / %// �� / / o / /� /� / / / / / 1 / / // ; /� / // / /� / ' / ' / LEVEL 2-8 / ;, / / , / / // "I / / I / / � ✓ / / / / /� / /� // //� �/ /" i � / / Scale / / / // // /" /// /'9///Z///1//1//,, � /// I/ / %OVERALL CONSTRUCTION BY FLO / / / /� �� / /SCALE: NONE PP_02 / , / / , /` / I I I I - MMI 0 2' 4' 8' 16' 1 . A02mO2 __ _______ --- - ___CONSTRUCTION PLAN = LEVELS 2=8 SCALE: 1/8" = I 9-099 PP_02 ©2006 Gensler K" 't NOTOMES ,mob, 4 Tuitle Rc;00rt EXTEND ROOF SCUPPER WITH CONTINUOUS, SEALED GAILVALUME STEEL TUBE, SIZE TO 0 t I Run V' ', atikin COORDINATE WITH SCUPPER. SECURE TO DECK, K L FLASH INTO ROOFING, TYP. Ashford Hospitality Trust NEW HM DOOR AND FRAME AND HARDWARE TO C." I-0)1 MATCH EXISTING; RE: A09.42 FOR DOOR 14185 Dallas Parkway 271-2)$ >- 18)-8$p 1 SCHEDULE AND DETAILS. Suite I 100 (0 AX AY AZ A B C D E F G H 9 0 3)-10)) P �f P )p 7Z f C))f NEW STEEL FRAMED, STUCCO FINISHED Dallas, TX 75254 13)-8)$ 13 -8 131-8$1 13$-811 13P-811 131-8" 13$-81f 13t-811 13P-8p) 13 -8 13 -0 MECHANICAL DOG HOUSE. -7 Of --------7 ----------- U4 NOT USED -AI . . . . . ... CONTINUOUS CONCRETE CURB; RE: STRUCTURAL 2 5 ------- --7777= 7�777 7777 to -e WEATHER RESISTANCE ACCESS DOOR AT VERTICAL co 6 A09.20 (A CD SURFACE. MAXIMIZE SIZE WITH EXISTING 5/00.31 CONDITIONS. SIM. C-0 6 4,� 7 RELOCATE ROOF DRAINS, VENT PIPES AND > CURBS AND MANSARD. 11 IJ . 700 Milam Street 7777 7 , Suite 400 STEEL CHANNEL FRAMING AT THIS LOCATION e 7 Houston TX 77002 7�.7- 7 ,,�,77,1; RV'i�* F, R� F N 4' ONLY. RE: 2/AO9.41 AND STRUCTURAL Telephone 713.228.8050 Facsimile 713.229.9343 DRAWINGS. ENCLOSE END OF MANSARD AND 00 PROVIDE ACCESS DOOR TO ROOF. 77 --77...... 77 -7,77,77 , e 7777 -7 J k V M(11 1) 1 00 A U7 774 co 8 2 jl�� J. U- ------------- 6 -U 6 2 Z2 09.1 28X1 6 3)) R D .............. .......------- ------....... v---- 7 0 2 F X ------ (0 o 3" RD o 3" �D (01 4 o4" PIPE N 00 77 -U2 5 ------- 0 0 ---- ------- o F IPE 4" Pl:): ZL2\ 0 4" PIPE OAU DO o4" PIPE 04" PIPE 91-7$1 TO)] 77'71 77 7 A09.20 X X 09.20 Al- ---(ji -71 2. 5 Remington Hotels, LP < CD e < 4" RV 0-4 f*7 A 7,7 -71 71711- t5/09.311 7', 5 2V 6 00 y y Yly y > 00 14185 Dallas Parkway T 0 Suite 1150 0 IP > PIP 04 K 4" PIPE 4 P E 5260 -------- o4 "................. < > 0 Dallas Texas 75254 LJ no] 7-- 3 R� 0 3" T D -777 -T Bl orn on omase i 3. 1 Structural Engineer 20/AO9.32 Z-1-\ 2 X (0 12750 Merit Drive, Suite 750, L13-7 00 Dallas, Texas 75251 00 ..........11,4 e", E 4, 00 Bl -w- A/ 8 7 5 A 09.32 e� el�, Thompson Company RV 4 77 . ... 77777777-77 =777 �-Ul `e "e "e, 77 77 e, 4 3. 9 MEP Engineer 50 Techno ogy Par way, out 4 Norcross, GA 30092 A /I/. . .11, - "d 'ef L le lu Z 11 if I Z / 11z z I/ I I z I z y 1` 1 �e _e,' Z /I V z y 11 "1 z 11 1 11z F 11 11 11 1 1 1[ L L el /ee/e, e el 2 e" le e/ 1A le /e e 1�1 le/ e A 40 5 09'al"", 77' e/ 7; EXISTING SCUPPER e/ A09.20 e LP LPle el 7 06600.A X r r 11 If I Ir BRACKETS e/ 'e/ e/ Consultants to Remington Hotels, LP ee I/ e/ ///e l,e e 06600.A 07320.Al le" /, / " / " I // "e, e/ "e, CEI Engineering Associates, Inc. e/ e" e/ CF) /e, / // // / "e, /11 Civil Engineer ? / 11 ,, 07320.Al 4475 U.S. I South /e /e /e 'e." e I/ I/ e,/"e"I e/ Suite 301 / /e, / / / // /l, / // // / 1� / / // // ? / /I /// le /e, , /" / e e, St. Augustine, FL 32086 l le -7 el el e, e/l/ le "ell ele /ell, ee/ //7 ee'/ le Ile /* I/ Leo A. Daly x o, /e e ' '/ "I /e / .4' Interior Designer e, "'e The Offices at Mockingbird e e e/ e e/ ?e Station e/ 5307 East Mockingbird Lane /e e elpo ell, e/ e e", le Suite 400 e/ le e, /e le, /e/ le e/ el e ee, e e, /e, ee, Dallas TX 75206 /e, e," /z,1 X/ le� H . ..... ,,, /1, " ""'l, / / / / / leel ell V X lo e/ el X Issue Date&Issue Description By Check 'e GL e 18 2 e,/ e' ""I oe e 1 04.28.06 KBB A A /e 09.4 A09.1+ e" PRELIMINARY PRICING PACKAGE /J/ e` 'o 2 05.26.06 KBB GL 'e/l e / /0' X el ee, le, /* e ISSUE FOR PHASE I CONSTRUCTION Z", 06.16.06 KBB GPL "'X/ e/ le e, oe e, -2L 4 07.10.06 KBB GPL le lee /e ee"", /e, Xe/ e "'e, / ,,, / "", / / , / / // / 11", 'e eel"X / // /o, "e,/ o / / ADDENDUM 1-2 . . . . . . . ... . "I // / , /,/"/" A le 'o 06600.A x X BRACKETS e 8.06 K13B MK /el lee . . . . . . . I / / / "/ �1, /," ee . . . . . . . . . . . . . . . . . . . /Z / /',//// // / / / / / / " / / " /1, / / e", e/. . . . . . . . . . . . . . . . . . . . . . ISSUE FOR GMP A 'o, ee,11 �ee`el/ e, e"lle 2. 5 . . . . . . . . . . . el "'e, z 11 12,22.06 KBB MK 17 /1 e� 3 z / / /' " / XX I X/1/ X lx�Z��I , - 11 / / / / / I R PERMIT REVISION ee/' e/ ell X el /e/ e el A /e" 440 e, 3 T ee, /e, ev X "'o" ,// 'e, f / X/Z e e, "'e ee /Z "/// / / / // , /", / 01, e/ ee/ e, 3. 1 le / ,e e, ee 4,11 le, 'o e/ " // / e /e 'e, X "I / /' / / / //,/ �/," ""/ // ///I /�� , / /� / // / / /e ? 'e/ e/ e 0`1 /' e, le e ee. le ele ee . . . . . . . . . . el le A� "'e "'e" lee e"', /e le �X, e e /e, el /e e, "'e e/ /e e er Ile" 11", V 20 le, Z, e", e/ X X e/ 4 Ile '/Z el 'e" e, X/ el, e/ le/ 111 /e/ el, AN PENIPOHOUSE R001 F-" P L A N1 X/ el -011 24 /e I" SCALE: 1/8' 1 RP-00 le ell / , / / / 11 1 1111111ill / , / / // , /// /I , ", "', // / I ,, el el, e, r/ e", e, e e/ e// aHEEET N001"ES' / 11 1//"'/ "// X/ '111,11111"I'll e, 'e", e, 1, "ell X, le Seal/Signature "e/ ,e e /e, /e �e el"'e/ e� " / ee, ? 1. COORDINATE STRUCTURAL SUPPORT OF CHILLERS 0 e Ie, /e 0 e, el 'e, /I e' / / NTH STRUCTURAL AND MEP DRAWINGS. I? le e e' I / / , 11//// ", ""I" "'oe" lo e` /e,/ /e ee ee/ ell/, "e, e / / 11 r, , /' le 2. ALL EXPOSED ROOF TOP STEEL TO BE GALVANIZED. e e 3. REFER TO MECHANICAL DRAWINGS FOR ALL ROOF e / 'e V ---7-7 -7"7/ 7 TOP EQUIPMENT LOCATIONS. . ....... 4. PROVIDE ROOF WALK PADS TO ALL ROOF TOP e" EQUIPMENTS. COORDINATE WITH MECHANICAL /e (q4J T e/ ? 11 "e"/ DRAWINGS ON WALK PAD LOCATIONS. 'eo /e/ Project Name e, 5. REPAIR AND PATCH ROOF MEMBRANE. INSTALL Sea Turtle Resort ee e", "e, /e/ FLASHING, SLEEVES ETC AT ALL NEW STRUCTURAL le l/e Ile e, Ashford Hospitality Trust e// /e // ",/// /11 /el, MEMEBTERS AS REQUIRED TO ENSURE A COMPLETE /e, /e/ e' / ,, '/1 / 'ell ", / /// '//"//,e/, /,//, / AND WATER TIGHT ROOF SYSTEM. t Number e/ e/ / // I/ / // / / , �/ I Projec le 'e /e eel "e, 11 "le "o, 'e/ 6. PROVIDE END CAPS ON TUBE STEEL MEMBERS WITH 02.5635.000 / ", / "", e/ le e EXPOSED EDGES. ame CAD File N ell e/ /""e,/,"',/, I/', // "" /1`1 // I/ e/ e/ e/ "e/ A02-09 'e, el 'e, n "le' "e Descriptio P111/e// /o /e, le, 11 /1 /, ROOF e / /, /ee' le /' 1�I /, /' / / , / / I/ / el/ o ",/ / /// " 41 /e/' Scale le / / /7 /7 ",,7 '?,7 /7 /,7 �Ie/ /7 Z 0 2' 4' 8 1 16' /1,11 el SHADING A02n09 INDICATES AREA NOT IN SCOPE No NE E:W Ra`0 F P L AL 1L SCALE: 1/8" V-0-1 RP-00 (0006 Gensler N 77�� C'" )y 4P 7 .20 F7 77 r2 vOr Alivu 1 11 20 90 OA4u -]Jo " PIPE 20 A09 KEY NOTES Sea Turtle Resort ° Ql REMOVE WALL AS SHOWN lotel 20 REMOVE VANITY AND SINK �7 Ashford Hospitality Trust 30 REMOVE BATHTUB _--- - - - 4 REMOVE DOOR AND FRAME 14185 Dallas Parkway �� • f ° .� 11 Suite 1100 ° � // / II 50 REMOVE MINIBAR MILLWORK ° II II `> ``` i __-=J /°° ° II 11 Dallas TX 75254 < II 10 10 II ��, �,/ <� II 10 6 7 © REMOVE ENURE WINDOW/WALL ASSEMBLY 5 5 //° <� II II /� `�� 3 /�° <� II I I I RE: DEMOLITION ELEVATIONS ° G�_ y �/i ♦ 4 ``% II 12 4 4 1 _1 7 II 70 REMOVE EXISTING BALCONY RAILING, PREPARE 12 ;� - I-T" 12 I -T1 - > 4 II SLAB TO RECEIVE NEW RAILING -i I �� 1 5 5 I II II 1 5 II - - - = 8 - - - 8 - - 13 II 8 REMOVE EXISTING TOILET; PREP FOR � L- - I I I 1 - I II INSTALLATION OF NEW TOILET, SAME TYPE n n r 1 r°, I I ; ' 1 1 2 2 1 I v0 1 —_—41 2 0 / ———�-d� 1 3 8 I I I II O REMOVE EXISTING WINDOW AND A/C ASSEMBLY. ______ I I � II COORDINATE OPENING WITH CONSTRUCTION 11 PLANS AND ELEVATIONS 0.00 II 1 II 15 1 1 15 15 1 L.!.J 16 O 10 REMOVE ALL CLOSET SHELVING AND RODS \ II 700 Milam Street \< < \< =J Suite 400 - 11 REMOVE GUESTROOM CONNECTOR DOOR AS Houston TX 77002 _ _ _ _ _ _ _ _ _ _ 11 SHOWN ON OVERALL GUESTROOM FLOOR PLANS Telephone 713.228.8050 \< X r \< cm—W ° I ensler Facsimile 713.229.9343 i I II '"` I I I ,� Il 1© REMOVE EXISTING FLOOR AND WALL FINISHES; I U -I 11 I II PREP SURFACES TO RECEIVE NEW FINISHES I I1 12 C> I I 11 8 1 1 I I II 13 REMOVE CARPET I II I II 2 II )< \< \< >< 1 � � 3 II 14 REMOVE CEILING TEXTURE 13 13 13 �� _ 13 11 15 REMOVE GRAB BARS; PATCH AND PREPARE 14 14 14 14 I II WALL TO RECEIVE NEW FINISHES 4 11 16 REMOVE TOWEL RACK; PATCH WALL FOR NEW I I 4 ^ 11 FINISH \` 5 1 r- T --nII 17 REMOVE ROLL-IN SHOWER ENCLOSURE AND 10 r ----- I I I 1 I 6 I 7 FIXTURES; PREPARE FOR NEW TILE 777 Lll INSTALLATION AND NEW BATHTUB. 6 6 6 =— __=J Reminton Hotels, LP g Project Manager 14185 Dallas Parkway Suite 1150 SAME TYPE ROOM: 513 Dallas, Texas 75254 GUESTROOM 306 SIMILAR Thornton Tomasetti PLAN - GUESTROOM 21721 PLAN - GUESTROOM 215 PLAN - GUESTROOM 213 PLAN - PARLOR SUITE ROOMS 500 & 800 Structural Engineer SCALE: 1/4" = 1'-0" EP-10 SCALE: 1/4" = 1'-0" EP_10 SCALE: 1/4" = 1'-0" EP-10 SCALE: 1/4" = 1'-0" EP-10 12750 Merit Drive, Suite 750, LB-7 Dallas, Texas 75251 Thompson Company MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 --- II 10 ° -� 11 - - - - /° II `` � °° 6 it 7 / <� II 10 4 5 11 12 4 <\ II >< 13 11 ° 2 _ 1 _ 5 11 CEI Engineering Associates Inc. 13 - `�� 14 11 g g �- I ° 2 I 11 14t11=0 y l I I II Civil Engineer 12 (�. ` II 4475 U.S. 1 South 1 8 II Suite 301 1 \ II St. Augustine, FL 32086 16 - - - Leo A. Daly 11 / i II 1 —————— I ° ,..` 11 11 � II Interior Designer ——_——— $ I 11 ° // II The Offices at Mockingbird rr i2 ,�— II 2 � I Station � >< '1 I 1 I I 11 5307 East Mockingbird Lane 0 2 II Suite 400 U 13 II Dallas TX 75206 - 8 - / 11 1 , 14 13 5 N 12 14 II > 4 I i II li II 10 11 4 /i 4 i� II I L_� Issue Date&Issue Description By Check / I — — _ //� 10 _ 11 -- 10 12.08.06 K1313 MK r II ISSUE FOR GMP oil 11 ° 11 12.22.06 KBB MK s LOCATIONS: — — ISSUE FOR PERMIT REVISION GUESTROOMS X05 & X04 ON FLOORS 2-4, 6-8 GUESTROOMS X00 & X01 SIMILAR, O.H. ON FLOORS 2-4, 6-7 PLAN - GUESTROOMS 308 & 316 PLAN = TYPICAL GUESTROOM PLAN = TYPICAL OCEAN GUESTROOM SCALE: 1/4" = EP-10 SCALE: 1/4" = 1'-0" EP-10 SCALE: 1/41' = ll-O" EP-10 3 >< II I II -----. I 11 r 1 ,� i c= ll 1° // ° I 10 4 6 I 7 L— ----� // /° II I I I I 0 3 / 4 <\ 11 4 4 12 < >< 8 J1 10 8 � ----- �— ----- I 4 11� X11 1 ° 2 13 II 12 C1. 2 i 5 I ° _-- 111 I �. 14 III ll - 5 - 2 - - x,11 12 i _____ �— _� 2 ° � � 11 SHEET NOTES __— leeeeeN3 1 11 1 $ () I Seal/signature 1 1 �� 11 1 / — °-I -�- - y---- - _ 8 C� ——— -- II 11 Imo- II I I � 13 11 , � 14II Project Name II it Sea Turtle Resort 13 II Ashford Hospitality Trust 14 I 13 I 6 II 14 ( Project Number II 02.5635.000 II 1 1 1 II l CAD File Name II >< A08-10 Description ENLARGED DEMOLITION PLANS GUESTROOMS —_JJ 5 II 6 L@ ��v�v/ II Scale LOCATIONS: GY 0 1' 2' 4' 8' LOCATION: GUESTROOMS X21 & X23 ON GUESTROOM X13 ON FLOORS 3-8 FLOORS 2-8 A08ml 0 PLAN - TYP, GUESTROOM STD./ADA PLAN = GUESTROOM AT CHASE PLAN GRISHAM SUITE ROOM 505 p2006Gensler SCALE: 1/4" = 1'-0" EP-10 SCALE: 1/4" 1'-0EP-10 SCALE: 1/4" = EP-10 KEY NOTES ea u e esort 0 CD Q1 NEW WALL AS SHOWN ote e U-) C6 Q2 NEW VANITY AND SINK; RE: I.D. DRAWINGS . 2'-5 3/4" 4 3/4" 18 4 3/4 2'-5 3/4" H1 Ashford Hospitality Trust CD 30 NEW BATHTUB, RE. SPECS. B3 OX B3 - - - - - - 4 14185 Dallas Parkway ''' A5 � O NEW DOOR(S) AND TRIM; RE. I.D. DRAWINGS 19 19 5 i 14 5 NEW MILLWORK; RE: I.D. DRAWINGS Suite 1100 A4 �, 13 4 CY I w �, F1 Dallas TX 75254 I A A � I I C4 7 NEW SLIDING DOOR ASSEMBLY, RE: SHEET , 3 C1 I or o, 16 17 0, 2 I I I F1 I Al2.20 FOR DETAILS AND A09.42 FOR LI g I w 10 1 1'-1 1/2" L N 1'-1 1 1 d- B4 0 I I SCHEDULE C1 2 2 ► , 4 Q I I 7O NEW BALCONY RAILING; RE. SHEET Al2.21 FOR I4 4 C2 I I C2 1 I I DETAILS 2 15 /F - - ® NEW TOILET; RE: SPECS. 4 � ---® A5 C3 I 4 I 6 A5 18 18 9 NEW FIXED WINDOW ASSEMBLY; RE: A.12.20 � � — A3 6'-4" ;� H1 � H1 �, 12 1 8 FOR DETAILS AND A09.42 FOR WINDOW 24 1 SCHEDULE r- Al 2.20 Al2.21 N RA5 Co 1 A5 N J1 8 10 NEW CLOSET SHELVING AND RODS; RE: I.D. 1 " 7'-9 1/2" 1 I DRAWINGS 700 Milam Street 7'-9 1/20,11 4 11 Suite 400 -- - Q NEW GUESTROOM CONNECTOR DOOR(S) AS SHOWN ON OVERALL GUESTROOM FLOOR Houston TX 77002 00 — Telephone 713.228.8050 __ - - - PLANS; RE: A08.50 FOR DETAILS IMensler Facsimile 713.229.9343 00 i F1 a' 12 NEW SHOWER ENCLOSURE; RE: I.D. DRAWINGS F1 ; , I FOR FINISHES AND DETAILS C) C3 13 NEW EXTERIOR WALL WITH STUCCO FINISH; RE: � 8 0 i 1 Eol 5 SHEET Al2.20 FOR DETAILS r` A2 I 14 NEW FAN COIL UNIT ENCLOSURE; RE: SHEFT A A5 2 12.20 FOR DETAILS 6'-0" '-511/8 " Al2.21 — — — — � 15 NEW MINIBAR; RE: I.D. DRAWINGS 14 14 14 1 F F1 F1 16 NEW ACCESSIBLE ROLL-IN SHOWER; RE: SHEET 1 - ,} _ _ I I - _ A00.40 FOR ACCESSIBILITY REQUIREMENTS, RE: Al F1 Fl Al Al F1 I.D. DRAWINGS FOR FINISHES RE: A08.50 FOR - - I I 6 7 DETAILS 17 REFINISH EXISTING BATHTUB; RE: y � SPECIFICATIONS Remington Hotels, LP 13 1$ NEW GRAB BARS; PROVIDE BLOCKING; RE: O Project Manager J J g 7 7 7 ` - - - - - -- 15/A08.50 14185 Dallas Parkway 19 RE-USE GUESTROOM DOOR IN NEW LOCATION Suite 1150 SAME TYPE ROOMS: 313, Dallas, Texas 75254 GUESTROOM 306 SIMILAR 413, 613, 713, 813 . Thornton Tomasetti PLAN - GUESTROOM 217 PLAN - GUESTROOM 215 PLAN - GUESTROOM 213 PLAN - PARLOR SUITE ROOMS 500 & 800 Structural Engineer SCALE: 1/4" = 1'-0" EP-10 SCALE: 1/4" = 1'-0" EP-10 SCALE: 114" = 1'-0" EP-10 SCALE: 1/4" = 1'-0" EP-1 0 12750 Merit Drive, Suite 750, LB-7 Dallas, Texas 75251 Thompson Company 2 MEP Engineer Alt 21 — — — -- -- � 50 Technology Parkway, South 7 Norcross, GA 30092 SIM I I 13 9 77=77 77 77 77 77 77 77 77 77 77 77 77 77 77 J1 C1 F1 Al ,� 1u � � 7 F1 A4 w 4 F1 I F1 14 17 C1 I 4 � I J . Cl — — — — Consultants to Remington Hotels, LP LI g 10 4 1 4 6 A2 CEI Engineering Associates, Inc. 2 w 15 0l 2 I J Civil Engineer 6'-4" � H1 @-- 24 1 4475 U.S. 1 South 1 _ i _ 3'_4" Al2.20 Al2.21 Suite 301 1 — ° — — — — St. Augustine, FL 32086 � 8 - 1 - - Leo A. Daly J1 H1 � ° 1 Interior Designer The Offices at Mockingbird —'� — -I 17 u 8 Station H1 ;.�, 6 -0 I 5307 East Mockingbird Lane g A5 2 A3 Suite 400 1 C1 Dallas, TX 75206 6 AI cv 2 Al 2.20 �� % I I 4 c1 8 1 4 LJ I ( Cl I 14 4. , „ F1 6 I Issue Date&Issue Description By Check I I F1 A4 3'-4" 12 —3 5/8 I I — — — 7 -- 10 12.08.06 KBB MK '�' A4 ° Al F1 C1 13 ISSUE FOR GMP —— _— 15 14 11 12.22.06 KBB MK J1 I - - - - 10 LOCATIONS: ISSUE FOR PERMIT REVISION i7 H1 9 13 1 7 1 GUESTROOMS X05 & X04 ON — — — — — — � FLOORS 2-4, 6-8 TYPICAL GUESTROOM BATHROOM DOORS: GUESTROOMS X00 & X01 SIMILAR, ALTERNATE PRICING FOR BI-PART O.H. ON FLOORS 2-4, 6-7 SURFACE MOUNTED SLIDING DOORS PLAN - GUESTROOMS 308 & 316 PLAN - TYPICAL GUESTROOM PLAN = TYPICAL OCEAN GUESTROOM (END & CENTER R SCALE: 1/4" = 1'-0" EP-10 SCALE: 1/4" = 1'-0" EP-10 SCALE: 1/4" = 1'-0" EP-10 3 2 Al2.21CD - - - - -- -.� SIM Q 2'-5 3/4" � 18 / F2 F1 I B3 6 J1 f.. J1 [F211A5 I � I 3 I I _5" _ 7 � A6 A5 �; I 4 17 El 5 16 ' % L l -1 1 � 10 I C1 g I A5 2 C1 A6 ,- „0 4» » w 1 4 A2 C2 � 15 2 I 6 I M01 A7 12 10 1\< N 24 1 SHEET NOTES 18 1 2 Al2.20 Al2.21 'Seal/Signature 8 4 H1 — — — 8 — — — — 1 N — —' — — A5 C2 __J >< 7'-9 1/2"op J/. >< 8 1 I I A3 8 lProject Name Al2.20 Sea Turtle Resort >< I t Ashford Hospitality Trust I I I Project Number 6 I F1 02.5635.000 ICAD File Name YI 14 14 Fl 13 7 A08-20 F1 F1 11 Description Al F1 F1 Al — -- ' =�=--' , - -� I ENLARGED CONSTRUCTION PLANS 10 14 GUESTROOMS Scale 9 13 13 9 - I F1 7 7 4 0 1' 2' 4' 8' E.Q. E.Q. A08m2O PLAN - GUESTROOM #513 PLAN - GUESTROOM AT CHASE PLAN - GRISHAM SUITE ROOM 505 ©2006 Gensler SCALE: 114" = 1'-0" EP-10 SCALE: 1/4" = 1'-0" EP-10 SCALE: 1/4" = 1'-0" EP-10 5 ________ 11,111�ilill'illill'i'llill��illi'llillilill�ilili'lill"lllllllll'ill��ililil'llill�lI iiiiii 111111111111111111111 11111i 11 1111111 11 11�Jill I 11 nomillilillillillilliilillilI iiii'llillilli'lljlllilillilljllll,lliI iiijilillillillillillillill'i'llillillilljllllllllllllllllllilillillillillilliili'lilillillillillill111111,1111,1111llonlimillillilillilliililillilililli'llillillillillil'ilillllill'i'llillillilillillilillillillillilillI I III ilillill'Illlll III I I Is, 11 iiiiiiiiiijillillilliillilillilillillillillllil�ililillillilillillill�ilillillillilI 111111111111111,111il'I 11111 I I III 11111 11 I 11 III I I'llillillillillilillillillilli�ilillill�ll�illill�ilillill'ilil�illilli'l�illll�ll�111,111,iill,illlliliilI 11111111ilill lllillillowilimililim '1111111111,111111111ililill Emil — ______ iiiiiiiiiiiiiiiiiiiiiillillilillilillillilliiijilililljlll,ii,�illill'1111111�lI III mmommommom 11 I =No mmos I Kt=-Y N01 ts 100ft%J _d S %./a urtle e s0e� rt -0 0 t 0 EXISTING SOFFIT AT SPRINKLER LINE Hot(O%' I Rte-,�;novat-laon , 10-11%. I "f%" NEW SOFFIT OVER BATHTUB ALIGN WITH EDGES , 6'-8" OF TUB; RE: I.D. DRAWINGS FOR LIGHTING or It ___ _ — _____._ ___ __.._ — ______ _ _ _ _ -___ _ NEW SOFFIT OVER MINIBAR ALIGN WITH EDGES 1 OF MINIBAR; RE: I.D. DRAWINGS FOR LIGHTING X SPRINKLER SOFFIT I ADA It ...'.�T __...._................__...__...__ _' _..V'.'%". ..........�...�.............�......._ _ U4 EXTEND EXISTING S L F N NEW BATHROOMS TO NEW WALL ........... .......................... :: H allas TX 7 J --Er- 7'—4" ,.,•,•,.,•,•..I.,..... (I I I I D 99 EXTEND 7 —Q CEILING TO EDGE OF BATHROOM 1 I AT ROOMS 700 40Q ONLY I - I 9 9f I 7 —11 ........... ........... .......... i4 6f�^9D -- ---- I 77zz=z��t ** 7f�49D — --- — ---- I 1 - 700 Milam Street .............................. _____ __ ____— ___. _. — — -� Suite 400 :.:.:.:- 1A — -— — Houston TX 77002 Telephone 1 22 50 e e on 7 3. 8 80 _ 11 p h e _ �' ...... _ _.... — ...___ — — Ciensler Facsimile22 .9343 11/1 11 713 9 ...... 9 ff 7 —Q D 99 7 --11 8 99 7 —11 1 D 99 I 7 -0 .1�".....��."..,..".......��1,1�..'��'I'l.l.�............�...."",."�.".".."..�....,...."�,�..'�.,.,."..",...,...,.",.,.�,.,.."....,...�.......'.."�.,.,.".,...,,. -'-'-'-,.*.:�*:...:�l.�....."::..�... 'V.%%%%..%.'1'%.'V'. - - -- I .......... .......... : :: ...................... ...................... ....................... ..................... .. ........................ ................... ..... 7� 1 . --I -------------- - Remington Hotels, LP 7'-11" Project Manager 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 Thornton 1 KtaoF A A C14 mum E 00%"'"Re"'0 M P L sms PA RLOR SUITE"m R0%J)"& M' '00 & 800 m AkDAL a zo I V 1 AN Structural Engineer / " = '- " EP-40 : / " = '- " EP-10 12750 Merit Drive, Suite 750, L -7 Dallas, Texas 75251 Company MEP Engineer 50 Technology Parkway, South Norcross, A 30092 I �6$ -8D9 /+ / / /• / / / / / / / / / / / Emil / / // / / D 9f I // /, /./ ---- 6 8 //j�/ . /j// // I :::::7r�QDt. /�/ 7f ®99' //�/�////' I__@ / U �/ /r.// / / It t t Hotels, LP - /%%/''j//� 1 %/. j 7 f--11 99 -- -- 7D_4ff / // // / . tInc. r , Civil Engineer g 4475 U.S. 1 South Suite 301 6 —8 — — -- - St. Augustine, FL 32086 :�: _.__ _ _ — _ _ __-- _---- -- — •.•,. .. .. . . Interior Designer 7 —11 I The Offices at Mockingbird Station I ff- " .:." I I 5307 East Mockingbird Lane 6 --8 Suite 400 Dallas, TX 75206 7'-11" 1 gym_.-`.� Issue Date&Issue Description By Check — — ( -- 10 12.08.06 KBB MK ISSUE FOR GMP .T . .. 11 12.22.06 KBB MK "I I' 11 r - — -- ---- — -- — — — — — — ISSUE FOR PERMIT REVISION 11-01 �,dr t F-- -T-J---r---r ------ 7D_4Df ___ ------ �INJJIN1111111111111111 iiiiiiiiiiiiiiiiiiiiili"llllllilllllllllllililli'lli'i'lli'll� iiiiiiiiiiiiiiiiii'llillillillillillillilliillillilljllllllil' I � �____ ____ 111011111101M 0 z ^IN= ^ 0%0% ^ I 0 0 Koff 111 '141., ,.iIIIIII 0 m %wo 11 m %17E NES"'"I""00M (NEN ' & (03 ElE NITER R%.A M MW A _U R""P sms TYP%I C%#A L (0%L am Em%ffl%J%Z"I"R 0 0%M ffir'LA N on "Iff P I C&A L 0%.OtAN I K Lao W %J) 21 1/ '" = '- " EP-40 : 1/4'1 - 19-011 EP-10 11111111 3 11111,Ill Ill I iiiiiiiiiii'llillilliillillilljllllllllllllllilillillilI illi�illillillilli'llIIIIIIIIIIIIIIIIIIIIIIillill'i'llilliI - 7D_49D I //'/��//"""""""*"**""'**""*"*"*'*""'*'*.......*.....**.....*''****.........*.....**... �, ! d _— I I �. II" a 7'-489 1 .. 11, 7,—®„ _- Seal/Signature �:::.... �:: [. 0 :...t,,,,.... .::: u7 11 ( Q Project Name 1&1& Sea Turtle Resort 71.111.11, '®11" Ashford Hospitality Trust Project Number 02.5635.000 CAD File Name .. .......:.... a: A08-40 .i: De cri tion s I p ..... ...............:............•.....,......................................,.....,....,..... ............................,........................................,............. :.: l ..:...............................:....... ....:... .:�...........::::: .......:�:..;......:.:: ...::::: -- _-_ ____-_ ___ ___-_ — — - ENLARGED REFLECTED CEILING PLANS .................I............. ............................_........................ __ _. — GU STROOMS -- --- Scale ._____ - _____ --- — — __ _-I — ____ _ — _____ I7----- __ _ 7�00mimmmmm�mmmmmmmmmmmmmmmmm! 0 1' 2' 4' 8' A 0 A08N4 11 � W ____ I& a EL M I I PLAN me GRISFIA M SUITE ROOM 505 Cc2006 Gensler �� — ,® w' EP-1 0 KEY NOTES ea u e esort 1'-0 1/2" 1'-4 11/16" 1• PROVIDE FIRECODE TYPE 'X' GYPSUM ' BOARD AT ALL RATED PARTITIONS. HO e enova ion BEAD OF NOBLE ' NOTE: SLOPE UNDER SEALANT 150 BETWEEN SEE 2. PROVIDE HUMIDITY-RESISTANT GYP BOARD SHEET 1:50 MAX. TS AND DRAIN BODY SEE SCHEDULE UNDERSIDE OF STRUCTURE AT ATRIUM SIDE OF PARTITION AS NOTED. Ashford Hospitality Trust INSTALL TS TO HEIGHT SCHEDULE EDGE OF STRUCTURAL SLAB 3. REFER TO ENLARGED PLANS FOR EXTENT 14185 Dallas Parkway APPROX 1 CURB OF SHOWER HEAD IN (FLOOD) ELEVATION. FRONT OF BB OR FLASH 09260.F1 09260.E OF TILE/STONE AND GLASS-MAT GYPSUM Suite 1100 RAMP FLOOR TO HIGH I TS MIN 3" HIGHER THAN METAL STUD TRACK CONTINUOUS ACOUS SEALANT BOARD. r.. POINT. FLOOD PT BEHIND BB ("J" RUNNERS) AT BOTH SIDES Dallas, TX 75254 SLIP TRACK CONNECTION. MOISTURE RESISTANT GYP. BD. COLLA IN REVERSED POSITION t VERTICAL STUDS NOT ON BATHROOM SIDE AT A5 FASTENED TO C-RUNNER. - MOISTURE RESISTANT GYP. BD. • UNDERSIDE OF STRUCTURE ON BOTH SIDES AT A6 . •v . ; . •. •. BOTTOM OF STRUCTURAL SLAB • . • '. • ' " a • a • a o ' - ' 09260.K MOISTURE RESISTANT GYP. BD. ' . • • • • � • • � ' • • • � ' • � � ' o � •�` - ON TOILET SIDE AND DUROCK • NOBLE � SOFT WATERPROOFING BACKER SOUND ATTENUATION BLANKET f 09265.8 CEMENT BOARD AT SHOWER SEAL TS JOINT MEMBRANE BOARD SECTION MOISTURE RESISTANT GYP. BD. SIDE AT A7 GYP LINER PANEL SUPPORT STRAP AT F2 09260.A DRAIN WITH ,r r GYPSUM BOARD CLAMPING 700 Milam Street RING DRAIN PIPE � 09260.82 09260.K SECTION suite 400 002 DRYING AREA SHOWER AREA TYPE "X" GYP BD 1/2 SECTION SOUND ATTENUATION BLANKET Houston TX 778.8 Q Telephone 713.228.8050 (2 LAYERS) 09260.E ensler Facsimile 713.229.9343 METAL STUD ROLL-IN SHOWER DETAIL := 09265.6 SCALE: 3" = 1'-0" DT_12_10_4 t , GYP LINER PANEL MOISTURE RESISTANT GYP. BD. 09260.E ON BATHROOM SIDE AT A5 09260.82 METAL STUD TYPE "X" GYP BD 1/21' _ MOISTURE RESISTANT GYP. BD. (2 LAYERS) ON BOTH SIDES AT A6 09260.A . 09265.E � MOISTURE RESISTANT GYP. BD. C-H STUD GYPSUM BOARD ON TOILET SIDE AND DUROCK CEMENT BOARD AT SHOWER SIDE AT A7 09260.E METAL STUD PLAN PLAN 09260.A 09260;,62 - PLAN = GYPSUM BOARD Remington Hotels, LP TYPE X GYP BD 1/2 ` (2 LAYERS) 09260.A 't. 'e;. 09260.A Project Manager 09265.E GYPSUM BOARD GYPSUM BOARD 14185 Dallas Parkway Suite 1150 C-H STUD Dallas, Texas 75254 r 09260.K - ' ' 09260.F1 SOUND ATTENUATION BLANKET 0926011 METAL STUD TRACK '. METAL STUD TRACK Thornton Tomasetti • �' TOP OF STRUCTURAL SLAB _ 09260.E 07920.A ;. 09260.F1 CONTINUOUS ACOUS SEALANT Structural Engineer JOINT SEALANT METAL STUD TRACK AT BOTH SIDES 12750 Merit Drive, Suite 750, LB-7 08110.0 ("J" RUNNERS) TOP OF STRUCTURAL SLAB Dallas, Texas 75251 SECTION SECTION TOP OF STRUCTURAL SLAB METAL ANCHOR EDGE OF STRUCTURAL SLAB SECTION 2» 5/8» . SCHEDULED DOOR; RE: Thompson Company A09.42 N MEP Engineer 50 Technology Parkway, South .., -• Norcross, GA 30092 ...,.. t. N STUD STUD STUD GYPSUM WALL SOUND FIRE TEST S.T.C. STUD STUD STUD GYPSUM WALL SOUND FIRE TEST S.T.C. STUD STUD STUD GYPSUM WALL SOUND FIRE TEST S.T.C. W I _ ` _ ^ : w_e NUMBER SIZE GAUGE SPACING BOARD THICKNESS ATTENAUTION RATING NUMBER RATING NUMBER SIZE GAUGE SPACING BOARD THICKNESS ATTENAUTION RATING NUMBER RATING NUMBER SIZE GAUGE SPACING BOARD THICKNESS ATTENAUTION RATING NUMBER RATING ! - - - - - - - 11 2 1 2 25 24 OC 5 8 3-3 4 2 HR. U438 - F1 2-1 2_ 20 16 OC 5 8 3 1 8 - - - - A4 3-5/8 25 16 OC 5/81' 4-7/8 - - - - N F2 2-1/2" 20 16" OC 5/8" 3 1/8" - - - - A5 3-5/8" 25 16" OC 5/8" 4-7/8" - - - - "' LINE OF FRAME A6 3-5/8" 25 16" OC 5/8' 4-7/8" - - - - � A6 3-5/8" 25 16" OC 5/8" 4-7/8" - - - - 2» HEADER ABOVE 08110.13 STEEL FRAME STEEL A Consultants to Remington Hotels, LP JOINT SEALANT SCHEDULED PARTITION; REFER CEI Engineering Associates, Inc. TO CONSTRUCTION PLAN. CONTRACTOR TO VERIFY Civil Engineer THICKNESS 4475 U.S. 1 South Q Suite 301 St. Augustine, FL 32086 HM FRAME JAMB ADA ROOM PARTITION TYPE J - 2 HR. RATED PARTITION TYPE F - NON RATED PARTITION TYPE A = NON RATED SCALE: 3" = 1%0" D7712-10-4 SCALE: 3" = 1'-0" DT_0850_4 SCALE: 3" = 1'-0" DT_0850_4 SCALE: 3" = 1'-0" DT_0850_4 Leo A. Daly Interior Designer The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 VARIES Dallas, TX 75206 UNDERSIDE OF STRUCTURE D D SEE SCHEDULE SEE SCHEDULE SCHED. . . D ' • ' D " „ , D D D D D D 09260.E I Issue Date&Issue Description By Check 5/81 PARTITION 5/8 p p D CONTINUOUS ACOUS SEALANT -- 10 12.08.06 KBB MK D D D D AT BOTH SIDES ISSUE FOR GMP SCHEDULED PARTITION D D D SCHEDULED PARTITION; REFER a a a a a a a UNDERSIDE OF STRUCTURE 1 11 12.22.06 KBB MK TO CONSTRUCTION PLAN. 4 a a a D D a a a a a a a a a 09260.E 09260.F1 CONTRACTOR TO VERIFY a a a a METAL STUD TRACK ISSUE FOR PERMIT REVISION ACOUSTICAL INSULATION 1/2" 1/2» 4 4 4 4 4 CONTINUOUS ACOUS SEALANT THICKNESS AT BOTH SIDES o 0 0 0 0 STUD TRACK = - 4 . 4 . 4 . 4 . 4 . 0926011 04 - �, a a 4 d METAL STUD TRACK MOISTURE RESISTANT GYP, BD. ACOUSTICAL SEALANT �, 08110.6 a a C C C 4 a C d C ON BATH SIDE AT TYPE B4 STEEL FRAME - 09260.A SCHED. H.M. FRAME GYPSUM BOARD SOUND INSULATE ;, EXISTING CONCRETE SLAB 09260.A LO GYPSUM BOARD 4 SCHEDULED DOOR; RE: 09260.K SOUND ATTENUATION BLANKET 00 � ,, SOUND GASKETS AT A09.42 VER. �� » �, .. �`` 5 8 GYP BD W MTL _ SCHEDULED CEILING EACH DOOR / / ` ' 2» CORNER & EDGE BEADS SECTION 09260.K SCHEDULED DOORS SECTION 2 SOUND ATTENUATION BLANKET 09260.E �1 �1 METAL STUD 09260.K SOUND ATTENUATION BLANKET 09260.K HM FRAME CONNECTING DRS. HEA HM FRAME DOOR HEAD SOUND ATTENUATION BLANKET SCALE: 3" = 1'-0" DT_12_10_4 SCALE: 3" = 1'-0" DT_12_10_4 09260.A GYPSUM BOARD MOISTURE RESISTANT GYP, BD. SCHED. - ON BATH SIDE AT TYPE B4 5/81 PARTITION LIP 5/8 SCHEDULED PARTITION; REFER 07920.A TO CONSTRUCTION PLAN. JOINT SEALANT RE: RCP SCHEDULED PARTITION CONTRACTOR TO VERIFY 08110.0 GYPSUM BOARD THICKNESS METAL ANCHOR ACOUSTICAL INSULATION SCHEDULED DOOR; RE: ALIGN W/ADJACENT WALL 09260.E 09260.E PROVIDE 3 JAMB ANCHORS 2» 5/ 2'-8" A09.42 WHERE INDICATED METAL STUD i METAL STUD AND 1 FLOOR ANCHOR :.t DOUBLE STUDS AT JAMB PLAN PER JAMB CLEAR PLAN 04 SCHED CLG/SOFFIT ACOUSTICAL SEALANT - - - - - - 09260.A MOISTURE RESISTANT GYP, BD. �, I `�' GYPSUM BOARD ON BATH SIDE AT TYPE B4 SCHED. H.M. FRAME w ! - - - - - - - FURR=DOWN 09260.A„ _ SHEET NOTES SOUND INSULATE > I _ _ _ _ _ _ _ - SCALE: 3 - 1 -0 DT_1210-8 GYPSUM BOARD Seal/Signature � ^, 04 09260.F1 SOUND GASKETS AT 09260.F1 .:��j� VER. - - - - - - - METAL STUD TRACK _ _ METAL STUD TRACK EACH DOOR � 01 01 LINE OF FRAME 2» HEADER ABOVE 09260.E 09260.E 2 SCHEDULED DOORS B CONTINUOUS ACOUS SEALANT 08110.8 CONTINUOUS ACOUS SEALANT ` .h``...... STEEL FRAME AT BOTH SIDES AT BOTH SIDES OFFSET DOOR HINGE 0792O.A SECTION TOP OF STRUCTURAL SLAB TOP OF STRUCTURAL SLAB AT BATHROOMS ONLY "' JOINT SEALANT SECTION ` WALL-MOUNTED COMPONENT Project Name HM FRAME CONNECTING DRS. JAM HM FRAME JAMB@rllTYP. ROOMS Sea Turtle Resort SCALE: 3" = 1'-0" DT_12_10_4 SCALE: 3" = 1'-0" D2_10_4 Ashford Hospitality Trust 2 FULL HGT STUD REINF & 2 STUD STUD STUD GYPSUM WALL SOUND FIRE TEST S.T.C. STUD STUD STUD GYPSUM WALL SOUND FIRE TEST S.T.C. FULL WIDTH BLOCKING NUMBER SIZE GAUGE SPACING BOARD THICKNESS ATTENAUTION RATING NUMBER RATING NUMBER SIZE GAUGE SPACING BOARD THICKNESS ATTENAUTION RATING NUMBER RATING Project Number 4 COORD LOCATIONS W/ SCHED. DOOR COMPONENT INSTALLER 4 H1 3-5 8 25 16 OC 5 8 VARIES 2-1 2 1 HR U420 52 B3 3-5 8 25 16 OC 5/8" 4-7 8 2-1 2 1 HR U419 52 02.5635.000 CAD File Name B4 3-5/8" 25 16» OC 5/8" 4-7/8" 2-1/2 1 HR U419 52 A08-50 AUTOMATIC DOOR FLOOR TRACK STUDS ., I Description 2:1 SLOPE wt;s. 5 : :; BOTTOM ® 24 OC MAX, U.N.O. ` OR AS REQ'D PARTITIONS&DETAILS `* `` "` ` STONE THRESHOLD GUESTROOMS Q SCHED. FLOOR REF: INTERIOR RE: PLANS FOR PTN TYPE REF: INTERIOR d- DESIGN DRAWINGS Scale DESIGN DRAWINGS L PLAN SECTION 0 1' 2' 4' 81 THRESHOLD = JAMB WIDTH 0 A08m5O HM FRAME CONNECTING DRS. SILL BLOCKING DETAIL PARTITION TYPE H - 1 HR. RATED PARTITION TYPE B - 1 HR. RATED ©2006 Gensler SCALE: 3" = V-0" DT_12_10_4 SCALE: 3111111 = I'-0" DT_1200-4 SCALE: 3" = 1'-0" DT_0850_4 SCALE: 3" = 1'-0" WORK\DETAILS\DT_01_4.DWG 5 ------------------ ----- Jill, III EL M ANIN& mm KE11 NUTC Q -------------- ------ IN a u-rt e Re zs%,Jrt 11 REMOVE SURFACE APPLIED TRIM. N-01 t * rnA REMOVE EXISTING WINDOW ASSEMBLY (SHOWN V --ON n ON tkow%� -x T&-% %19 Hip &--ml Reno 10 HATCHED.) COORDINATE OPENING WITH DEMOLITION 2 3 4 PLANS AND CONSTRUCTION PLAN S/ELEVATIONS. Ashford Hospitality Trust 30 REMOVE EXISTING BALCONY RAILING. PREPARE 14185 Dallas Parkway PENTHOUSE SLAB TO RECEIVE NEW RAILING. ....... ......... Suite I 100 40 REMOVE ENTIRE WINDOW AND WALL ASSEMBLY. (SHOWN HATCHED.) REFER TO DEMOLITION PLANS liallas, TA" 75254 FOR EXTENT OF DEMOLITION. C-4 REMOVE EXISTING DOORS/Sl DELI TES,TRANSOMS. 60 REMOVE EXISTING DOOR AND STUCCO PANEL. r REMOVE RESTROOM PORTION OF BUILDING; RE: -TA �'(,�,)13111.111JEX T. ROOF ----------- NOT USED 2 700 Milam Street Suite 400 REMOVE EXISTING DOOR, FRAME AND HARDWARE 00 Houston TX 77002 LEVEL 8 Telephone 713.228.8050 VO REMOVE EXISTING LOUVER, PREPARE 0 G TO Gensler Facsimile 713.229.9343 RECEIVE NEW LOUVER. REMOVE EXITING PAVILION; RE: PLANS FOR 4 4A 00 Q9 EXTENT. LEVEL 7 f 4 01A " SAW—CUT CONCRETE OVERHANGS TO FACE OFZ�� Q/9 BUILDING. 00 1"s-7A Q3 LEVEL 6 y REMOVE POOL CABANA. 14 REMOVE STAIRS AND RAMP AT ENTRY. fi rz) PHASEI REMOVE MASONRY WALL. LEVEL 5 00 REFER PHASE I —------------ CONSTRUCTION SET Remington Hotels, LP Project Manager 14185 Dallas Parkway 00 Suite 1150 LEVEL 4 Milli Dallas, Texas 75254 ------------ 2 Thornton Tomasetti co 00 PHASE 11 Structural Engineer LEVEL 3 -——---------- —--------- SCOPE np WnPV IN THIS 12750 Merit Drive, Suite 750, L13-7 ------- W- - W. Will% .9, fill- Dallas, Texas 75251 CONSTRUCTION SET 00 A Thompson Company LEVEL 2 J t I, ............. .......... —------- ------------ X ngineer 50 Technology Parkway, South Z -7 7 1— orcross, Mill 411 C) LEVEL 1.5 X", LEVEL 1 Ln ILI I OF / /--7-7-7 IY7,1 LEVEL 0 t 7-7_11 Consultants to Remington Hotels, LP CEI Engineering Associates, Inc. Civil Engineer mm%k OPINION M 01% A MWO I 11M__ 4475 U.S. I South Lic uL1"`1w1O2Pq' EEXTE"m IORIE-E L IlEm-VA I I ON W OE%01S fflip If Suite 301 SCALE: 1/8" 1'41 EE_00.DWG 111111�1 In 11 St. Augustine, FL 32086 A -F-% Leo A 0 valy Interior Designer The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 L J H G F D C B A AZ y AX 10 .................. PENTHOUSE Issue Date&Issue Description By Check .............—--------— --------- 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE 2 05.26.06 KB13 GL A ISSUE FOR PHASE I CONSTRUCTION C-4 1 9 08.11.06 KBB GPL ISSUE FOR PHASE 11 PRICING & PERMIT A /2\ 10 12.08.06 KBB MK ISSUE FOR GMP 11 12-22.06 KBB MK ROOF ISSUE FOR PERMIT REVISION C-0 2 - - - - - - - - - - - - - 00 00 - - - - - - - - - - EVEL 7 —------------ ----------- .............. C.0 00 LEVEL 6 ----------- ------------- ............. Y P 00 > \V/IV/ ................... —------- 00 -—-------- ............ —----------- -------------- Seal[Signature 00 YYY YYYYYY -------- LEVEL 3 IJ INDICATES AREA PHASE 1 (0 NOT IN SCOPE REFER PHASE I CONSTRUCTION SET - - - - - - - - - - knuol�Omm co N%N11AA 00, roo I Pro Project Name /& Sea Turtle Resort CV) Ashford Hospitality Trust ---------------- --_--- A A I CD Project Number A# LEVEL 1.5 02.5635.000 NV TT- WTI CAD File Name A09-00 X Ln LEVEL1 �Z Description IT, EXTERIOR ELEVATIONS DEMOLITION LEVEL 0 V4V5 Scale 0 2' 4' 8f 16' A09mOO EMM%ff 0 &0%Wft mmin a HE%mom M 0 1=A UK LL No A"" In D E"M L I T 10 N w"RI E V AT 10 N 0 L SCALE: 1/8 of 1 I-Off EE_00.DWG (40006 Gensler ----------------------- 5 .401411l.111 -.0 Iff I Z2 V4 M I I I ilI Jill III III I le Y N 0"4'T I Em S ell W 1 /1% 0.1%, UO ci a urt rt REMOVE SURFACE APPLIED TRIM. .......... V REMOVE EXISTING WINDOW ASSEMBLY (SHOWN t PENTHOUSE -N t -- d H %%WWII HATCHED.) COORDINATE OPENING WITH DEMOLITION PLANS AND CONSTRUCTION PLAN S/ELEVATI ON S. Ashford Hospitality Trust 10"1111. f'i k2) REMOVE EXISTING BALCONY RAILING. PREPARE 14185 Dallas Parkway cli SLAB TO RECEIVE NEW RAILING. Suite I 100 REMOVE ENTIRE WINDOW AND WALL ASSEMBLY. Dallas, TX 75254 (SHOWN HATCHED.) REFER TO DEMOLITION PLANS FOR EXTENT OF DEMOLITION. ROOF REMOVE EXISTING DOORS/Sl DELI TES,TRANSOM S. 7,7...... " " ' REMOVE EXISTING DOOR AND STUCCO PANEL, 00 f-7,% A0iiiiiiiiiiiiiii` LEVEL 8 REMO VE RESTROOM PORTION OF BUILDING; RE: PLA FO X NOT USED 700 Milam Street co Suite 400 LEVEL 7 90 REM OVE EXISTING DOOR, FRAME AND HARDWA Houston TX 77002 Telephone 713.228.8050 iGensler EIVE NEW LOUVER. Facsimile 713.229.9343 RE Z J" 00 @1 REMOVE EXITING PAVILION; RE: PLANS FOR < TIT, LEVEL 6 EXTENT. 5-'k/""'/", Q SAW-CUT CONCRETE OVERHANGS TO FACE U2 OF 'T" PHASE I _00 BUILDING. > REFER PHASE I LEVEL 5 Q3) REMOVE POOL CABANA. CONSTRUCTION SET a Q4) REMOVE STAIRS AND RAMP AT ENTRY. _A C.0 (111 451 1111� 00 U5 REMOVE MASONRY WALL. < <�, > i> � LEVEL 4 Remington Hotels, LP F5-, Project Manager 00 14185 Dallas Parkway PHASE 11 LEVEL 3 Suite 1150 SCOPE OF WORK IN THIS Dallas, Texas 75254 z F 9, CONSTRUCTION SET N 6 00 Thornton Tomasetti > < > LEVEL 2 U2 IV2 12 12 12 12 Structural Engineer 12750 Merit Drive, Suite 750, L13-7 Dallas Texas 75251 �N 1�," Pm R N, 3 CD U-7 --7-1 �?J, X:,Y_7.11 Z Thompson ompany < A LEVEL 1.5 r6 50 Technology Parkway, South LEVEL 1 Norcross, GA 30092 LEVEL 0 —----------- Af"i t I r n 5 QJ5 ___J Q-1 Consultants to Remington Hotels, LP CEI Engineering Associates, Inc. --------- Civil Engineer No E%0TwlI`R10wK% IELEVA 1IDN EASIIIIIIIIII'l 4475 U.S. I South DIOEMOLIT10' A Suite 301 SCA-L--E--: 118 _1'_-_0_1 1 ----------------------- EE_00.DWG St. Augustine, FL 32086 ------------ Leo A. Daly Interior Designer The Offices at Mockingbird Station 5307 East Mockingbird Lane AX AY AZ A B C D E F G J Suite 400 Dallas, TX 75206 PENTHOUSE /A\ Issue Date&Issue Description By Check 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL ISSUE FOR PHASE I CONSTRUCTION Y1\.9..08,11.06 .....KBB �GPL roo-I ISSUE FOR PHASE 11 PRICING & PERMIT A Y2 10 12,08.06 KBB MK ISSUE FOR GMP ---------- ROOF 1 1.. . - .06 W L ISSUE FOR PERMIT REVISION C�o 00 - - - - - - - - - - LEVEL 8 ----------- A C.0 00 LEVEL 7 YYYYY V I C.0 00 LEVEL 6 -------------- - - - - - - - �(y Y Ye\Y y y y YYY yv\lle YYY (YYYYYI C-0 00 ---------- LEVEL 5 - - - - - - - - - - - - pow y y Y(y y Y)(Y' - - - C.0 VX1 XL_x X_X_X Elm, CID LEVEL 4 -A-A. -------------- .......... a 0 omm" S E 71 PHASE I iSeal/Signature 00 KXXX"XXXXXI X REFER PHASE I LEVEL 3 ________C_ONMCTION SET X X-X-X-X-> XXXXX SHADING INDICATES AREA 00 X NOT IN SCOPE LEVEL 2 . . . . . .. Milldam X PPWZ Xli' X lj ame I�7,%"'r,I lProject N NK Sea Turtle Resort CD SCOPE OF WORK IN THIS s or ospil a y rus LEVEL 1.5 6: Project Nu /E I ZE CONSTRUCTION SET z 7 r, 17 I V Iiii —X-\ ------ i-T 7z_1 mber X 02.5635.000 LO CAD File Name LEVEL 1 A09-01 LiJ V, Description v,- "y J 47.1 LEVEL 0 r" r 4 A Y.- Scale 0 2' 4' 8 1 16' A09001 ENO D& EMOU"I"10 NO EXm0l'"ER10OR t:LL1w0EVAT1J"%N'" Zmju i H (P)2006 Gensler SCALE: 1/8" l'-O'g FF OO.DWG ry, R ,n K"OEY NOTES Ar V IN M, I lft�_ - lel% Pol ff ie qz;skj 0_1Ti_% t* -d fNn WOMMMM NNIMOM MMM100 NNINOM NUMMOM IL I R e-%n v a 'N +0 H,-Ntel 09220.A Ashford Hospitality Trust 7 JCN PENTHOUSE PORTLAND CEM PLASTER 14185 Dallas ParKway Suite I 100 r EIFSACCENT NOT USED Dallas, TX 75254 n)) 6" TALL EIFS ACCENT BAND AT FLOOR SLABS, +V +1 +0 +1 +0 +1 +0 TYPICAL. C-4 14- ARCHES, TYPICAL. 07320.Al CLAY TILES co 2 f A N 3" TALL INTERMEDIATE UFS ACCENT BANDS, ROOF J- TYPICAL. 06600.A WW 'V�11�11 +0 1 EXISTING BUILDING JOINT LI +0 +0 31 BRACKETS 6 EXTERIOR UPLIGHT SCOPE TO BE DEFINED BY 07460.A LIGHTING CONSULTANT; MUST COMPLY WITH 700 Milam Street 00 4 L-4. + FIBER--CEMENT SOFFIT TURTLE CODES. LEVEL 8 0 1 +0 +0 Suite 400 2 +1 1 1 I'll I "'', 11 =;w--- 9 I 'll, --1 1 1 1 11 ,11 11 - Houston TX 77002 N�_ ma" e EIFS ACCENT BAND +2 12" WIDE EIFS ACCENT BAND AT STAIR TOWE Telephone 713.228.8050 +2-1 +3-- 2 1 7 ons or Facsimile 713.229.9343 C.0 09220.A 1/2 00 P-6)) /2 A + +0 +1 PORTLAND CEM PLASTER 21-61' EQ. A 21-61$ EQ. A 2 E Q. A 21-611 LEVEL 7 01 +2 co +0 LEVEL 6 co U2 + +i --- -1, EIFS ACCENT BAND +2-] +2-] LEVEL 5 00 +1 +1 L vAT10 A__N __ - ____ - - Em N L A (3 E.D E F MM S lip"A I mm +2-1 SCALE: 1/2" 1'-010 A09-1 O.DWG Remin ton Hotels, LP P09 P10 P11 P12 P13 P14 PHASE I Project Manager LEVEL 4 00 +1 P02 P03 PO4 P05 P06 P07 P08 REFER PHASE 1 14185 Dallas Parkway CONSTRUCTION SET Suite 1150 A�r Dallas, Texas 75254 +2-1 +2-1 3 09,3 co Thornton Tomasetti LEVEL3 IMMMME IMMUNE IMMMMM IMMMEM NIMMEN MENEM MEMMIM IMMEMM MMMMM IMMEMM IMMMME IMMEMM MENEM SOMME! IMMEME IMMEMM MENEM! IMMEME IMMMEM IMMEME SOMME IMEMME MENEM! MMEMM Structural Engineer A11 __ li�_ ____ --11 I'll - 0 1& 0 5 +2-1 +2-1 ---------- 09220.A 12750 Merit Drive, Suite 750, L13-7 6 -U6 09.3 PORTLAND CEM PLASTER Dallas, Texas 75251 08411.A 00 STOREFRONT MONME MMMMM IMMUMM IMMEMM SEEM MENEM MMIM LEVEL 2 IN IMEMME MOMMEN 0 IMM IN MENEM! IMEMEM MMMEM MMMMM IMMMEM NO IMMEME IMMMEM MIMMEM MMMIMM IMMEME MMMMMI IMMEME MIMMMM MMMIMM IMMEMM IMMMMM IMMMEM MEMMMI IMMMME MMMMMI MIMMEM IMMUNE MENEM NUMMIM IMEMMM IMMMEM IMMMMM MMMIMM MMMMMI IMMUNE IMMMEM IMEMMM MIMMMM IMMEMM IMMEMM EMMIMM PHASE 11 _k ___ __ t� z SCOPE OF WORK IN THIS -------- 04720.A Thompson Company CAST STONE MEP Engineer A 07321.A I I A. . - 1. .., - �1� 50 Techno ogy ar ay, ou �A/ hi Ad--N LEVEL 1.5 06600.A *% J V _ BRACKETS LEVEL 1 sk_ X, A LEVEL 0 774 z 7' N ........... 04860.132 0811 U.A Mig;;a6 0 9 2 2 0.A LIMESTONE STEEL DOOR 08411.A2 04860.132 08411.A 0841 1.A2 04860.132 Consultants toRemington Hotels, LP PORTLAND CEM PLASTER 09220.A ALUM-FRAMED ENTRANCE DOOR LIMESTONE STOREFRONT ALUM-FRAMED ENTRANCE DOOR LIMESTONE POR1LAND CEM PLASTER 09220.A 09220.A CEI Engineering Associates, Inc. PORTLAND CEM PLASTER PORTLAND CEM PLASTER 04720,A Civil Engineer CASTSTONE 04720.A 04720.A 4475 U.S. I South CAST STONE CAST STONE Suite 301 NE KIM`E R 10%R E L 0%N W NE S St. Augustine, FL 32086 SCALE: 1/8'1 - 11.091 EE_00.DWG Leo A. Daly Interior Designer 18 The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 #000 1 mmmm "mo" m�" Dallas, TX 75206 F Issue Date&Issue Description By Check PENTHOUSE 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL ISSUE FOR PHASE I CONSTRUCTION 1 6 07.25.06 KB13 GPL ADDENDUM 1-4 CI-4 073 lay 20.Al 2 9 08.11.06 KBB GPL WNW= CLAY TILES ISSUE FOR PHASE 11 PRICING & PERMIT CLAY ROOF TILE Z3� 10 12.08.06 KB13 MK ISSUE FOR GMIP ROOF /A 11 12.22.06 KBB MK ""A 'N' g 0 rr g BRACKETS "z N 07460.A 06600.A �Lfl" fl FIBER-CEMENT SOFFIT Ir co LEVEL 8 05721.Cl +0 R A 1 L 1 N G-, AtUM - 9 AiR 4' 1W 7FT 77 08120.A N; 3 +2-1 +2-1 A4 co +0 +0 'n� TERRACE DOORS, ALUM 2 ^C0 +0 LEVEL 7 M E ff +2 +2_J 21 ZA ;n"i'i �A ra, 0 9 2 2 0.A �"Z A 1� N _00 PORTLAND CEM PLASTER 05721.Cl LEVEL 6 RAILING, ALUM Elm 1, 0� 9M E "N" + 77 2 +2_1 J"'I % ^C0 22-1., LEVEL 5 PORTLAND CEM PLASTER At-\ 77 "N' +2 +2_1 3 'Up"A"gi, ---------- C.0 _00 MMMIM EL MAP%MMIMM EMME LEVEL 4 SMI=I= I Nu I to EM M ---------- EIFS ACCENT BAND Seal/Signature N 777 +2_1 +2_1 A, �N 0 co \N] _C0 PHASE I REFER PHASE I LEVEL 3 all am M1 H loll I H,, E BE mui 77 _3 3 1+2-J ....... +2-d CONSTRUCTION SET A�3 01 ?f C-0 SHADING INDICATES LEVEL2 MMEM MIUMME MEMME MIMMEM IMMEME WINNER NrMMMM MIN NEW MMEMIM IMMMUM MIMMEM MENEM IMMUNE IMMEMM IMMEMM IMMMMM MIMMME I MEN MMIMEM I MUMEM IMMUMM MEMM I Project Name -wilm I .. - ;..., MMt MMMMM` MMMMW MMMM'M `MMMMM MMMMO HASE 2 SCOPE _00 1 '1+1 -- A VI / 1 / 1,/ ]/I /l 1111A r /I /I I/ I/ v A I a ur 71� =17 4 A V A-,4-111 W--Y- 111 y -11---A I/ Y---X- I/ Ashford 07321.A VZ CLAY ROOF TILE Project Number PHASE 11 X SCOPE OF WORK IN THIS 02.5635.000 LEVEL 1.5 1 r�e� -I- CONSTRUCTION SET CAD File Name X7�14z�l NO CY) Description LEVEL 1 ___LO A EXTERIOR ELEVATION 7- ------------- LEVEL 0 04860.132 08411.A 04720.A 7-7-7 02821.A STOREFRONT Scale 04860.132 04860.132 0811 O.A CHAIN LINK FENCE LIMESTONE CAST STONE LIMESTONE LIMESTONE STEEL DOOR 09220.A ...... 09220.A 09220.A 09220.A 09220.A 09220.A PORTLAND CEM PLASTER PORTLAND CEM PLASTER PORTLAND CEM PLASTER PORTLAND CEM PLASTER PORTLAND CEM PLASTER PORTLAND CEM PLASTER 0 6 1) 21 4$ STRIP, PRIME, AND SKIM STRIP, PRIME, AND SKIM STRIP, PRIME, AND SKIM A 0 COAT ONLY AT EXISTING COAT ONLY AT EXISTING COAT ONLY AT EXISTING A0910 R rt y NOW 0 M OEXTERIOR' EwOLIEVA'"'101ON NOR M 1H SCALE: 1/8" = V-0vo EE_00.DWG (0)2006 Gensler 11 1 �1,1111 111111111111 1111111111111111111111IM11 11111illill I'll 1111 1�1111111111111111111111 I�11111111111 11111 I ____ ----------_____..,_._____ I . 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I � � __ L� / z / 11 /A`/�_�"I - - f a.- _I 11 � I 11�� / , 11 I'll I I _L - 1 46/. Lo I /� IN IL .L W..!� � -IRV- - - IIIIIIIIIIIIIIIIIIIIII ______ -__ _____ Z�3� Consultants to Remington Hotels, LP �, ; ----------------------- ___________ --�______________ __ _________ ---------iiillll I ilillililli -------. __ __ - '%ff MUM sums E A I E R I 0%R Em L'OEEWATION EM 'EA!'S"'I'm CEI Engineering Associates, Inc. SCALE: 1/8'9 - 1 1.011 EE-OO.DWG - 2 1 ENM------------------ ___ I I illillillill'I'll'ill'i III 111111111,11111 lilli�ililiiiii I 11111� 1111,111 iiiii'llill 011MIMMIN ilillill'i'llili'llililillill I 1,1111111,11,111 11111111,1 III I I siollillilli'llilli�ilillill�illilli�111,111111,111111�llilli�I - I � 1111111111 11111��j I - 11 Civil Engineer ,*IN 4475 U.S. I South Suite 301 __,_,_� St. Augustine, FL 32086 - ( 20 �� 1 1 \QO!9y.4O SHADING INDICATES Leo A. 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MENEM 11 I MEMBER ENE. .=j P SCOPE OF WORK IN THIS 34 - z - 2 0 z � � .4 - H#1 ME, I MM 41 1 MENEEN IMENEM I _� ;t 4 / - a ; r � , / / ��r -, _ " I r- 2 4 z IWII z I I z 11 / i �/1! - f ,/ I;� 7 �0 , / 4- P-1_ 2 2 � // / / / :: i A� �A 5?1 - f I z A& 06600.A / I 07321.A I �_� -7 V Y_- , , ";7 I" � / / / / /A / / / / /A-K+ Project Name I VV /11�"I . .. I / / - I , :,1 7z--Iz-- 1 , 09220.A ------------ I , "I /,I I / / " r z z z '�11 / z / / I/ /// I / / / ,v V/ // I/ / - 06600.A Sea Turtle Resort 11 / Ashford Hospitality Trust - I � I'O / I 11 , _�� rl-Im � / t V/ k I Project Number �1 I- ,/y / // / I'll "I'll" I , "I I I ":, ��, I��,",�,1'11111' /, ,I / I I - ��41"'� ; , 4 - - - . : �, _�/J' / 02.5635.000 , 1 -7_yVr.-+_7F__T� , k,"ell,I I 11 "I 'i,, , / r I ,,;�� - .. 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I I I TH 11 11 I M I 11 , � I KEY NOTES ea u e esort rT� 1 2 3 4 0 e enovation '0011M 0111100M MISSION Ashford Hospitality Trust 14185 Dallas Parkway Suite I 100 PENTHOUSE Dallas, TX 75254 0 00 an or ROOF OIL 700 Milam Street Suite 400 Houston TX 77002 Telephone 713.228.8050 00 ensler Facsimile 713.229.9343 LEVEL 8 OIL 00 LEVEL OIL 00 LEVEL 6 OIL Remington Hotels, LP 00 LEVEL 5 OIL LZ I— Project Manager % 14185 Dallas Parkway Suite 1150 Texas 75254 Dallas, 00 LEVEL 4 I IL % Thornton Tomasetti Structural Engineer 12750 Merit Drive, Suite 750, LB-7 PHASE I 00 Dallas Texas 75251 LEVEL 3 REFER PHASE I OIL CONSTRUCTION SET % St Thompson Company GUESTROOM CORRIDOR GUESTROOM 00 MEP Engineer LEVEL2 11111111 111111111 111111111 1111111111 111111111 111111111 1111101111 11111110 - "Not- _N ! _ L__�" J 50 Technology Parkway, South orcross, A I C) PHASE 11 ,J/ SCOPE OF WORK IN THIS LEVEL 1.5 CONSTRUCTION SET A L0 LEVEL I OIL JI 7 7 / 7—/ Consultants to Remington Hotels, LP CEI Engineering Associates, Inc. Civil Engineer BUILDING SECTION NORTH/SOUTH 4475 U.S. I South SCALE: 1/81' 1'-011 BS-20.DWG Suite 301 St. Augustine, FL 32086 Leo A. Daly Interior Designer The Offices at Mockingbird AX AY AZ A B C D E F G H J K L Station 5307 East Mockingbird Lane Suite 400 K*1 7� Dallas, TX 75206 AO .41 2 '000� Issue Date&Issue Description By Check 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE PENTHOUSE 2 05.26.06 K1313 GL A ISSUE FOR PHASE I CONSTRUCTION A ISSUE FOR GIVIP K1313 EEVATOR _Z2�,_11 12.22.06 1<1313 IVIK ISSUE FOR PERMIT REVISION :1ENTHOUSE 7- W ROOF %% I LEVEL 8 00% .41 -01 iLl I I I IL I I I I 1 11 ILI[ I i Id LEVEL 7 oo % I L 00 LEVEL 6 ILI I I I Ill Mm ILI 11 1 fli ILI[ I I I I LEVEL 5 00% I IL I ILi- I i I I SHEET NOTES Seal/Signature 00 L VEL 4 % — 1 1 IL IL IL IL 1L__ I I I I IL ILI id % 17 PIPP, SHADING "3UESTROO CORRIDOR ROO GUESTROOM PHASE I 00 INDICATES AREA REFER PHASE I LEVEL 3 H NOT IN SCOPE CONSTRUCTION SET A-F Project Name S 00 ea Turtle Resort LEVEL2 1111/ 11/1 INFININNIN "NEER NNNNINNN /NNNNPN"/111N 11 11J11111NF NNN!FM MOP"I R IN111"r 1921119111 0 111111 )VINNE"Y111 .�/A Fm NNNM)NNNN ONNIN 101111111� 411111110 011111111 111111110 Ashford Hospitality Trust amp 91= mom INION" I 'Mm 'm ), �, 7 J11 Z Project Number J/ 02.5635.000 z )K CAD File Name A09-20 PHASE 11 C) / z X SCOPE OF WORK IN THIS I 1 7 CONSTRUCTION SET X Description LEVEL 1.5 A LE AM LO VEL 1 z z Scale Vz 2 LEVEL 0 TZ z z 0 2' 4' 81 16' A09w20 BUILDING SECTION w EAST/WEST @2006 Gensler SCALE: 11" = I'-ON' BS-20-DWG S T rtl R n2 n3 H t IR KEY NOTES Sea Turtle Resort Is Hotel Renovation Ashford Hospitality Trust 14185 Dallas Parkway Suite I 100 Dallas, TX 75254 15 09.5 �.5 1 Sim. A& 12 8 700 Milam Street Suite 400 Houston TX 77002 Telephone 713.228.8050 ensler Facsimile 713.229.9343 t- W 4 D. ROOF AL ROOF /1h EL: 93'-9" EL: 93 —9 GUESTROOM Remin ton Hotels LP Project Manager GUESTROOM 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 Thornton Tomasetti LEVEL 8 LEVEL Structural Engineer EL: 85—Y EL: 85-3""1 12750 Merit Drive,, Suite 750, LB-7 Dallas, Texas 75251 09220.A GUESTROOM Thompson Company PORTLAND CEM PLASTER MEP Engineer STRIP, PRIME, AND 50 Technology Parkway, South APPLY FINISH COAT AT GUESTROOM Norcross, GA 30092 EXISTING WALLS FAN COIL UNIT; RE: MECHANICAL FAN COIL UNIT; RE: MECHANICAL 09220.A 7 LEVEL 7 10 LAND CEM PLASTER ii 111spi: I LEVEL 7 A EL: 76'-9" EL: 76 —9 09220.A 05400.0 09220.1-1 05400.0 Consultants to Remington Hotels, LP PORTLAND CEM PLASTER STEEL STUD GYPSUM SHEATHING STEEL STUD 09220.1-1 CEI Engineering Associates, Inc. 09260.Al GUESTROOM 07210.A GYPSUM SHEATHING GYP BD 5 8 BUILDING INSULATION Civil Engineer 07210.A 09260.Al GUESTROOM 4475 U.S. I South BUILDING INSULATION GYP BD 5/8 Suite 301 "D St. Augustine, FL 32086 Leo A. Daly 05721.Cl Interior Designer RAILING, ALUM I EVFI 6 LEVEL 1pr EIFS ACCENT BAND 3 The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 Dallas TX 7-5206 GUESTROOM GUESTROOM Issue Date&Issue Description By Check 19 18 1 04.28.06 KBB GL 12.21 Al 2.21 PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL ISSUE FOR PHASE I CONSTRUCTION LEVEI 5 LEVEL /1\ 10 12.08.06 KBB IVIK EL: 59'-9" EL: 59 0-901 ISSUE FOR GIVIP 11 12.22.06 KBB IVIK ISSUE FOR PERMIT REVISION GUESTROOM GUESTROOM LEVEL 4 LEVEL 4 EL: 51'-3 EL: 51 —3 GUESTROOM GUESTROOM U1 I III LEVEL 3 e6 I FVEl 3 AL EL: 42'—9" EL: 42 1-91) SHEET NOTES Seal/Signature GUESTROOM GUESTROOM Project Name Sea Turtle Resort Ashford Hospitality Trust LEVEL 2 1 EVEI 9 EL: 34 EL: 341-3" Project Number 02.5635.000 SPA CAD File Name A09-30 SPA Description WALL SECTION Scale 0 2' 4' 8' 16' A A A09m3O WALL SECTION WALL SECTION @2006 Gensler SCALE: 3/8" = 111 1-011 WS-32 SCALE: 3/8" = V-0" WS-32- KEY NOTES Sea Turtle Resort 0 Hotel Renovation Ashford Hospitality Trust 14185 Dallas Parkway Suite I 100 K'01 5� Dallas, TX 75254 1��.51 5 AX 5 09.5 09.52 12 12 700 Milam Street Suite 400 8 8 Houston TX 77002 Telephone 713.228.8050 Cxensler Facsimile 713.229.9343 100 N r/ IME I I r i ROOF ROOF ROO 1 919 E 3 — T Remington Hotels, LP Project Manager 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 GUESTROOM GUEST ROOM GUESTROOM Thornton Tomasetti Structural Engineer 12750 Merit Drive, Suite 750, LB-7 LEVEL 8 LEVEL 8 Dallas, Texas 75251 LEVEL 8 El 5 A CENT BAND EL: 85' Thompson Company MEP Engineer 50 Technology Parkway, South EXIT STAIR Norcross, GA 30092 GUESTROOM GUESTROOM GUESTROOM 09220.A 09220.A PORTLAND CEM PLASTER PORTLAND CEM PLASTER ----------- 1 9 3 LEVEL 7 ------ APPLY FINISH COAT AT LEVEL 7 LEVEL 7 EXISTING WALLS Ah- Consultants to Remington Hotels, LP 1M EL: 76 —9 CEI Engineering Associates, Inc. Civil Engineer 4475 U.S. I South EXIT STAIR Suite 301 St. Augustine, FL 32086 GUESTROOM GUEST ROOM GUESTROOM .... ........ Leo A. Daly 05120.A STRUCT STEEL Interior Designer RE: STRUCTURAL 09220.A The Offices at Mockingbird PORTLAND CEM PLASTER Station LEVEL 6 STRIP, PRIME, AND LEVEL 6 LEVEL 6 5307 East Mockingbird Lane APPLY FINISH COAT AT Suite 400 EXISTING WALLS EL: 68 Dallas, TX 75206 EXIT STAIR Issue Date&Issue Description By Check 1 04.28.06 K1313 GL GUEST ROOM PRELIMINARY PRICING PACKAGE GUESTROOM GUESTROOM 2 05.26.06 K1313 G L ISSUE FOR PHASE I CONSTRUCTION /1� 10 12.08.06 K1313 MK ......... ISSUE FOR GMP 11 12.22.06 KBB MK LEVEL 5 LEVEL 5 LEVEL 5 ISSUE FOR PERMIT REVISION EL: 59'-9" FRESH AIR DUCT RE: MECHANICAL EXIT STAIR GUEST ROOM GUESTROOM GUESTROOM LEVEL 4 LEVEL 4 LEVEL 4 EL: 51 EXIT STAIR GUESTROOM .......... ....... GUEST ROOM GUESTROOM .... ................. SHEET NOTES LEVEL 3 ............................................. LEVEL 3 Seal/Signature LEVEL EL: 42'. EXIT STAIR GUESTROOM GUEST ROOM GUESTROOM Project Name 10IN Sea Turtle Resort Ashford Hospitality Trust Project Number LEVEL 2 LEVEL 2 02.5635.000 LEVEL 2A, ille ame EL: 34'-3"V A09-31 Description WALL SECTION Scale 0 2' 4' 8' 16' A A09m3l WALL SECTION WALL,, SECTION WALL SECTION @2006 Gensler SCALE: 3/8" = V-011 WS-31 2 - SCALE: 3/8 = 1 '011 WS-31 SCALE: 3/8" = V-0" WS-31 KEY NOTES Sea Turtle Resort 0 Hotel Renovation Ashford Hospitality Trust 14185 Dallas Parkway Suite I 100 L Dallas TX 75254 r5 �.51 \Q!.Y5 5 A09.51 /00 Sl 12 700 Milam Street Suite 400 8 Houston TX 77002 Telephone 713.228.8050 ensler Facsimile 713.229.9343 "I AI b b b. :.1-' 4 7 C. /ilk 7 ROOF ROOF —9" EL: 93'-9 EL: 93' ROOF GUESTROOM Remington Hotels, LP Project Manager GUESTROOM 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 GUESTROOM Thornton Tomasetti A& I FVFI 8 I FVEI 8 Structural Engineer L I EL: 851-3" EL: 85 —3 -7 12750 Merit Drive, Suite 750, LB Dallas, Texas 75251 LEVEL 8 Thompson Company GUESTROOM 09220.A PORTLAND CEM PLASTER MEP Engineer STRIP, PRIME, AND 50 Technology Parkway, South GUESTROOM APPLY FINISH COAT AT EXISTING WALLS GUESTROOM 05721.Cl 05721.Cl 09220.A RAILING, ALUM LEVEL 7 RAILING, ALUM quism LEVEL 7 PORTLAND CEM PLASTER L I I I 1 11 IN 1 —911 EL: 76'-9" EL: 76 STRIP, PRIME, AND LEVEL 7 APPLY FINISH COAT AT Consultants to Remington Hotels, LP laill, i!: 11 EXISTING WALLS CEI Engineering Associates, Inc. 08411-Al GUESTROOM 0841 1.A1 ALUM—FRAMED STOREFRONT ALUM—FRAMED STOREFRONT Civil Engineer GUESTROOM 4475 U.S. 1 South Suite 301 St. Augustine, FL 32086 ri 0 GUESTROOM 1��.21 Leo A. Daly Interior Designer LEVEL I EVEI EIFS ACCENT BAND EL: 68'-3" EL: 68' 3 T e 0 ices at Moc' ing ir Station LEVEL 6 5307 East Mockingbird Lane TX 75206 Dallas, GUESTROOM GUESTROOM Issue Date&Issue Description By Check L 1 04.28.06 KBB GL r5 PRELIMINARY PRICING PACKAGE GUESTROOM 1�1�.21 2 05.26.06 KBB GL ISSUE FOR PHASE I CONSTRUCTION LEVEL 5 LEVEL 5 10 12.08.06 KBB IVIK _9" 9_991 Ll M EL: 59' EL: 59 ISSUE FOR GMP 11 12.22.06 KBB IVIK LEVEL 5 ISSUE FOR PERMIT REVISION GUESTROOM GUESTROOM GUESTROOM LEVEL 4 EL: 511—3 EL: 51'-301 LEVEL 4 GUESTROOM GUESTROOM GUESTROOM LEVEL I LEVEL 3 /ilk 1-9" EL: 42 1-9" EL: 42 SHEET NOTES LEVEL 3 Seal/Signature GUESTROOM GUESTROOM 15 Al 2.21 GUESTROOM Project Name Sea Turtle Resort Ashford Hospitality Trust LEVEL 2 LEVEL 2 Ah umber EL: 341-3" EL: 341-3 Project N LEVEL 2 =MOO 02.5635.000 SPA CAD File Name A09-32 SPA Description WALL SECTION Scale 0 2' 4' 81 16' A A A09m32 WALL SECTION WALL,, SECTION WALL SECTION &2006 Gensler SCALE: 3/81' = V-0" WS-32 20 SCALE: 3/8 = I oil WS-32 15 SCALE: 3/819 = 1%011 WS-32 KEY NOTES Sea Turtle Resort is Hotel Renovation Ashford Hospitality Trust 14185 Dallas Parkway Suite I 100 4 Dallas, TX 75254 5 5 A09.51 A09.51 Sim Sim 700 Milam StTeet Suite 400 Houston TX 77002 12 12 Telephone 713.228.8050 8 8 Facsimile 713.229.9343 S, S, exensier I L ROOF ROOF —9" EL: 93'-9" EL: 93 GUESTROOM GUESTROOM Remington Hotels, LP Project Manager 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 Thornton Tomasetti LEVEL 8 LEVEL Structural Engineer IN EL: 851-3" my EL: 85—Y 12750 Merit Drive, Suite 750, LB-7 Dallas, Texas 75251 .77 Thompson Company GUESTROOM GUESTROOM MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 09220.A 09220.A PORTLAND CEM PLASTER LEVEL 7 PORTLAND CEM PLASTER LEVEL 7 EL: 761-9" 09220.1-1 05400.0 09220.1-1 05400.0 Consultants to Remington Hotels, LP GYPSUM SHEATHING STEEL STUD GYPSUM SHEATHING STEEL STUD CEI Engineering Associates, Inc. GUESTROOM GUESTROOM 07210.A 07210.A BUILDING INSULATION BUILDING INSULATION Civil Engineer 09260.Al 09260.Al 4475 U.S. I South GYP BD 5/8 GYP BD 5/8 Suite 301 St. Augustine, FL 32086 Leo A. Daly Interior Designer 1 EVEI 6 1 FVEI 6 The Offices at Mockingbird EIFS ACCENT BAND EIFS ACCENT BAND MW EL: 681-311 EL: 681-3" Station 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 GUESTROOM GUESTROOM ZL Issue Date&Issue Description By Check 1 04.28.06 KBB CL 17 18 PRELIMINARY PRICING PACKAGE Al 2.21 Al 2.21 2 05.26.06 KB13 GL ISSUE FOR PHASE I CONSTRUCTION LEVEL I FVEI 5 10 12.08.06 KB13 IVIK EL: 59 1-911 37 ' ' EL: 59 1-911 ISSUEFOR GIVIP WOO/ '1100 11 12.22.06 K1313 MK ISSUE FOR PERMIT REVISION GUESTROOM GUESTROOM LEVEL 4 LEVEL 4 EL: 51'-3" EL: 51'-3" GUESTROOM GUESTROOM LEVEL 3 LEVEL I EL: 42'-9" AN,E EL: 42'-9" SHEET NOTES Seal/Signature �-T GUESTROOM GUESTROOM 101441po Project Name Sea Turtle Resort Ashford Hospitality Trust LEVEL ? LEVEL 2 1 ::I:i1Ai§1 MCI EL: 34'-3" 1 1 11 101 �i 11 1 Project Number MESIMM EL: 34'—J 02.5635.000 CAD File Name A09-36 SPA SPA Description WALL SECTION Scale 0 2' 4' 81 16' A A09m36 WALL SECTION WALL SECTION @2006 Gensler SCALE: 3/8" = V-0" WS-32 15 SCALE: 3/8" = V-01' WS-32 N0010'", KEY NOTES ea u e esort Hotel Renovation Ashford Hospitality Trust 14185 Dallas Parkway Suite I 100 Dallas, TX 75254 3 4 J 700 Milam Street Suite 400 Houston TX 77002 10200.A Telephone 713.228.8050 LOUVER ensler Facsimile 713.229.9343 PAINT TO MATCH 12 STUCCO COLOR 07320.Al 07320.Al 8 12 CLAY TILES CLAY TILES 8 +0 +0 +0 +019 +Ott +091 Remington Hotels, LP 99 07460.A +2 +2 2 11 Project Manager +2 2 �+2 FIBER—CEMENT SOFFIT 07460.A 14185 Dallas Parkway 06600.A FIBER—CEMENT SOFFIT Suite 1150 BRACKETS Da as, Texas 5 5 +4 +4 +4 06600.A +0 +0 +0 BRACKETS +4 +4 +4 09220.A It -1 I Thornton Tomasetti +0 +0" +4 PORTLAND CEM PLASTER _00 C�P _00 09220.A EIFS ACCENT ARCH PORTLAND CEM PLASTER Structural Engineer ,10 2" 12750 Merit Drive, Suite 750, LB-7 EIFS ACCENT ARCH --;� , 09220.A I I 1 1 +4" _J Dallas, Texas 75251 PORTLAND CEM PLASTER 40-9 1/2" 41-9 1/2" +4" 9" 10-6" 99-7" 9 40 .4 Thompson Company if 10 2 MEP Engineer ROOF SCUPPER ............. 77' EQ. 6) 9 EQ. —6" 11-6) EQ. 9 J* 50 Technology Parkway, South Norcross GA 30092 if 09220.A PORTLAND CEM PLASTER if EQ. EQ. +0 10 f to +0 C> Itants to Remin ton Hotels LP Consu CEI Engineering Associates, Inc. ROOF ROOF -NqP'EL: 93'-9" EL 93'-9- Boom Civil Engineer 4475 U.S. 1 South INT NEW DOOR AND FRAME INTAKE LOUVER; RE: MECHANICAL Suite 301 TO MATCH NEW STUCCO COLOR St. Augustine, FL 32086 Leo A. Daly Interior Designer The Offices at Mockingbird Station ENLARGED ELEVATOR PENTHOUSE ELEVATION NORTH ENLARGED ELEVATOR PENTHOUSE ELEVATION ell WEST 5307 East Mockingbird Lane SCALE: 3/8" I'-011 EE-40.DWG SCALE: 3/8" EE_40.DWG Suite 400 - Dallas, TX 75206 Issue Date&Issue Description By Check 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL 3 A ISSUE FOR PHASE I CONSTRUCTION J 4 /1\ 4 07.10.06 KBB GPL A ADDENDUM 1-2 /2\ 10 12.08.06 KBB MK A ISSUE FOR GMP /3\ 11 12.22.06 KBB MK ISSUE FOR PERMIT REVISION 10200.A LOUVER 07320.Al 07320.Al 12 CLAY TILES 12 CLAY TILES 8 8 +0 +0 +0 +0 +0 +0 07460.A 2' +2" +2 07460.A +2 2 + FIBER-CEMENT SOFFIT FIBER-CEMENT SOFFIT 06600.A All) 4 I / BRACKETS N C\1 06600.A 1�� BRACKETS 1100 +4 +4" +4 +4 +4 +4 4- +0 4 +0 +0 +0 . 4 09220.A _C0 +0 09220.A PORTLAND CEM PLASTER 09220.A PORTLAND CEM PLASTER EIFS ACCENT ARCH SHEET NOTES PORTLAND CEM PLASTER EIFS ACCENT ARCH Seal/Signature 07412.A 0811 O.A METAL WALL PANEL L +4" 1 PENTHOUSE MODIFICATIONS TO BE LISTED STEEL DOOR +4 AS ALTERNATE PRICING. 2. BASE PRICE TO INCLUDE TWO (2) DOORS 10" �2 09220.A 93P FRAMES & HARDWARE, AND TWO (2) 100, 11-61* EQ. 0 PORTLAND CEM PLASTER EQ. 11-611 EQ. 9 LOUVES TO BE REMOVED AND REPLACED -OAT STRIP, PRIME AND FINISH WITH SAME, AND PAINT ON ENTIRE 0 PORTLAND CEM PLASTER Project Name STRIP, PRIME AND FINISH COAT EQ. EQ. Sea Turtle Resort ONLY AT EXISTING SURFACES Ashford Hospitality Trust +0 CD Project Number C) 000 Cn 02.5635.000 if CAD File Name A09-40 Description ROOF RW lell1h ENLARGED EXTERIOR ELEVATION 93 93'-9" — INTAKE LOUVER; RE: MECHANICAL PAINT NEW DOOR TO MATCH PAINT NEW DOOR TO MATCH iScale NEW STUCCO COLOR MANSARD ENCLOSURE I 0 6 21 41 —2 dg==\ A09n40 S T rtl R 2" t2" I flip ENLARGED ELEVATOR PENTHOUSE ELEVATION SOUTH ENLARGED ELEVATOR PENTHOUSE ELEVATION EAST @2006 Gensler SCALE: 3/8" = l'-011 EE-40.DWG 20 SCALE: 3/8" = l'-011 —EE-40.DWG KEY NOTES Sea Turtle Resort 5 10 A09.41 lotel J 3 4 Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 07320.Al CLAY TILES 07320.Al CLAY TILES 700 Milam Street Suite 400 Houston TX 77002 Telephone 713.228.8050 PENTHOUSE ROOF PENTHOUSE ROOF ons or Facsimile 713.229.9343 EL: 111'-7" EL: 111'-7" 07460.A FIBER-CEMENT SOFFIT 06600.A 07460.A 5 BRACKETS FIBER-CEMENT SOFFIT A09.53 09220.A 06600.A PORTLAND CEM PLASTER 20 BRACKETS 25 STRIP, PRIME AND FINISH COAT A09.41 A09.41 ONLY AT EXISTING SURFACES EIFS ACCENT BAND 12 Remington Hotels, LP .25 Project Manager 14185 Dallas Parkway 0. INSTALL EPS FOAM SHAPE 4 Suite 1150 OVER PREPAIRED VERTICAL Dallas, Texas 75254 SURFACE WITH SCHEDULED 09220.A ADHESIVE. APPLY SCHEDULED Thornton Tomasetti MESH BASE COAT, PRIMER PORTLAND CEM PLASTER Q � Structural Engineer UJ AND FINISHES AS SPECIFIED. C:) m RE: SPECIFICATIONS 12750 Merit Drive, Suite 750, LB-7 a' o RE: STRUCTURE Dallas, Texas 75251 FOR FRAMING 09220.A C) PORTLAND CEM PLASTER °O STRIP, PRIME AND FINISH COAT ONLY AT EXISTING SURFACES Thompson Company MEP Engineer AIN ROOFROOF 50 Technology Parkway, Sout gi EL: 93-9" EL: 93' F Norcross, GA 30092 Consultants to Remington Hotels, LP ENLARGED ELEVATOR PENTHOUSE ELEVATION - SOUTHENLARGED ELEVATOR PENTHOUSE ELEVATION - EAST SCALE: 3/8" _ V-V EE_40.DWG 17 SCALE: 3/8" _ V-o" EE_40.DWG 21 CEI Engineering Associates, Inc. Civil Engineer 4475 U.S. 1 South Suite 301 St. Augustine, FL 32086 J Leo A. Daly Interior Designer The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 Q Dallas, TX 75206 4 4'-10" 6'-2" 51/8 olot X# I� Issue Date&Issue Description By Check RE: STRUCTURAL 2 05.26.06 KBB GL ISSUE FOR PHASE I CONSTRUCTION CIRCULAR COVER /1\ 3 06.16.06 KBB GPL HIP & RIDGE A ADDENDUM 1-1 /2\ 4 07.10.06 KBB GPL PRESSURE TREATED ADDENDUM 1-2 WOOD NAILER WRAPPED WITH UNDERLAYMENT Ak 10 12.08.06 KBB MK 09220.A ISSUE FOR GMP PORTLAND CEM PLASTER MORTAR 4 11 12.22.06 KBB MK 09220.1) ISSUE FOR PERMIT REVISION METAL LATH WATERPROOF 09220.H UNDERLAYMENT RE: 5 & 15/AO9.51 FOR ROOFING GYPSUM SHEATHING 06100.C1 INFO. WOOD BLOCKING 07620.A SHEET METAL FLASHING & TRIM 01 09220.H 12 GYPSUM SHEATHING 07920.A 8 JOINT SEALANT 07620.C8 ROOF MEMBRANE 07210.0 COUNTERFLASHING o BOARD INSULATION ROOF MEMBRANE 12 07210.C 05310.A .25 STEEL DECK BOARD INSULATION HEET N 05310.A SOTES O O 33 I Seal/Signature STEEL DECK 1. PENTHOUSE MODIFICATIONS TO BE LISTED u u f AS ALTERNATE PRICING. 2. BASE PRICE TO INCLUDE TWO (2) DOORS, FRAMES & HARDWARE, AND TWO (2) 4 LOUVES TO BE REMOVED AND REPLACED PENTHOUSE ROOF EL: 111'-7" WITH SAME, AND PAINT ON ENTIRE a PENTHOUSE. �►, �'�j W Project Name 05120.Al 05120.Al STEEL BEAM STEEL BEAM Sea Turtle Resort 06600.A Ashford Hospitality Trust 0 INSTALL NEW 20 GAUGE PREFINISHED00 BRACKETS Project Number - 05400.A METAL FLASHING OVER EXISTING COLD-FORMED METAL FRMG PARAPET AND NEW BEAM/CLOSURE 02.5635.000 PIECE. LIGHT GAUGE TRUSS CONNECTIONS CAD File Name TO NEW BEAM TO BE COORDINATED WITH STRUCTURAL USE SCHEDULED ADHESIVES AND A09-41 TO PROVIDE WEATHER-PROOF SEAL. FASTENERS AS REQUIRED FOR Description 07210.6 BRACKET INSTALLATION. ENLARGED EXTERIOR ELEVATION MIN-FIBER BLANKET INSULATION PROVIDE BLOCKING AT ROOF PATCHES STUCCO SKIM COAT scale 0 6" 1' 2' 4' �3 3 A09m4l ROOF DETAILROOF DETAIL SECTION DETAIL - AT PENTHOUSE ©2006 Gensler SCALE: 3" = V-0" EE_41_4 SCALE: 3" = I V.0" EE_41_4 SCALE: V = V-0" EE_41_12.DWG ------------- 1110 1 1111111 S K1= T NO I I= I _00 0 -00 o C%;'I n 0� at n 3 -off 4 8 if 77 7T 77 Trust d Hospitalit. 77 .............I'll ii,sh0r( n` J 7 Q 4 V 14185 Dallas Parkway 0", ' ' o Suite I 100 A :21 cco co Dallas TX 75254 sit, it/ 4A ROOF LJ ----------------- lot 1 1. WOOD AND GLASS DOOR; WOOD AND GLASS DOORS; Sloss M; 09220.A PORTLAND CEM PLASTER RE: I.D. DRAWINGS RE: I.D. DRAWINGS -M ""Vg 08120.A SIRIP 1`110F AND SUITES PARLOR SUITES F40ING WALLS TERRACE DOORS, ALUM AFIFI[�( FINISH AT 4, Mom& A#M% smas, AV% A Rk I MEM!,E31 I WA 0 0 IN J K (a Wmarf&3 of V -Off DT-1 2-10-48.DWG SCALE: 1/4 1 -0 SCALE: Vl/ SCALE: 1/4 1/4 1 700 Milam Street K 1 now% VV 0 Suite 400 SOW CN n, CN "'V Houston TX 77002 CC 0i CT; Telephone 713.228.8050 C CC) 77 7� 7 , A'/,� ............ Facsimile 713.229.9343 X, 05721.Cl Gensler 00 0 cc cc RAILING, ALUM 21-6 1/21t _011 3 ;k'A C X "N TO V, ----- L. I J r 'N'l BAND (I C Il: V,`V 19/AO9.42 17/AO9.42 LEVEL 8 co co Vn r V, V L__J SKY Iwo too Wow TV toll"00"Aw QQ A n 1-1.. M too? 09220.A WOOD AND GLASS DOORS; WOOD AND GLASS DOORS; 'M, "M 7 Pr,,�� PORTLAND CEM PLASTER A" slot lot RE: I.D. DRAWINGS RE: I.D. DRAWINGS TT - on ri ing eryl otels LP TYPICAL GUESTROOM ADA GUESTROOM BATHROOMS 0 in I Wit ZT, Project Manager BATHROOMS & CLOSETS sib's p vy got A local Ill ig Volvo Iwo A& Suite 1150 1C%#" SEERHES WOOD DOORS 4 SCALE: 1/4" 1'-011 DT-1 2-10-48.DWG SCALE: 1/4" 1%011 SCALE: 1/4" 1'-011 Dallas, Texas 75254 ---------------- WN his 0 d, `s/e", 777 V 77 3 C 0 C, 07 L0 SA, Vs V, C D C )i 005 'g;' n,,,�i�, ZD 'At C Thornton Toniasetti Z a" C', A <M 31-0t) Structural Engineer I F ACCFNT BAND 31-01f "'z �VX Texas 75251 Dallas, V, to on, -7 0 1; A NO 12750 Merit Drive, Suite 750, LB ILL LI Ld L� 20/AO9.42 24/AO8.50 C) CCD Thompson Com any �A-yli now �45; VMS 1P ,"q n will MEP Engineer Ivan" 50 Technology Parkway, South iiiiiiiiiiiiiiiijil ill I I I� 11 Jill 111111111 1111111 11 Norcross, GA 30092 CD LO NE:=N LA R(43 E.0 D Im.0 I ImEm V A VS I I C I I 1 0 1 VS 1 Y1 wr'%I to,M%o 'Am L B 'Am Yff CX3 CCD 00 (C) SCALE: 1/2" 1'-O'q EE-42.DWG LO 2 C1_J PAINTED STEEL DOOR ELEVATOR PENTHOUSE PAINTED STEEL SOLID CORE DOOR ony gVm% AVft 0 0 MM ffft M M Ono 0 AM, 0111% 0% A11111L NNW&M 0 Ilk OWNS IC 44NOZ U I IN M M 1 1"Q Q%-:-k;N 1=ELP's U L t N A K D Will,IR; lip H L E Consultants to Remincvton Hotels LP 11 111 is P11111 yomf immo Jilk dmh OMM Ems VMS INS&o1111% I=% AA 0% NO S t fill I ME: R FLOOR LOCATION NESS DOOR 131 CEI Elirvineeritil; AA ssociates Inc. SCALE: 1/4" l'-O" DT-12-10-48.DWG SCALE: 1/4" 1'-011 SCALE: 1/4" = I'-ON' 19 6 1 11111 � _20 TYP. GUESTROOM WINDOWS LAMINATED INSULATED TINTED LIG-1 1 V16 MATCH BUILDING STANDARD FOR LOCKSET, HINGES, KEY Ivi ngineer 12 1-4)) R.0. V.1.F. 9 -8 7/8" R.O. V.I.F. 2-3 TYP. OCEAN GUESTROOM DOORS LAMINATED TINTED LG-1 9/16 WAY, ETC. 4475 U.S. I South 4'-10" R.0. Ole 0..1 1) - —------ Suite 301 2-3 TYP. OCEAN GUESTROOM SIDELITES LAMINATED INSULATED TINTED LIG-1 1 5/16 EQ. EQ. EQ. EQ. EQ. �4 718 --- V.1.F. 4-8 TYP. GUESTROOM WINDOWS LAMINATED INSULATED TINTED LIG-2 1 5/16 H EXISTING. St. Augustine, FL 32086 -------- 4-8 TYP. OCEAN GUESTROOM DOORS LAMINATED TINTED LG-1 may, y5y q j!" �0,is '11, to TYP. OCEAN GUESTROOM SIDELITES LAMINATED INSULATED TINTED LIG-2 1 Leo A. 1'Jal3 '1 4-8 y _�/l 6 TAW ANA -5 e 1 STOREFRONT AT ENTRY LAMINATED INSULATED CLEAR LIG 1 5/16 3 EA SPRING HINGES Interior Designer V,/ 9/16 % L M4 q; jqfll�,,, Lz 1 ENTRY DOORS LAMINATED CLEAR LG INDER ON EACH GUEST ROOM SIDE) C) The Offices at Mockingbird 0'V LZ EPA, 01� ''X 16 Station 0 LAMINATED FROSTED LG-5 9 1 EA SPECIAL LEVER LATCHSET (LEVER ON EACH GUEST ROOM SIDE) >: A, CD CD 41111 RE: SHEET Al2.20 5307 East Mockingbird Lane n n 1 1 MOW LG-4 9/16 -00 -0 RECEIVING OFFICE LAMINATED CLEAR 00 00 "KAY A too FOR WINDOW DETAILS f t Suite 400 Da as V_ �V, WIN! LOOK I 1EA DOOR BOTTOMS I —------------ PAINTED ALUMINUM PAINTED ALUMINUM PAINTED ALUMINUM STOREFRONT SLIDING DOOR & SIDELITES SLIDING DOOR & SIDELITE Issue Date&Issue Description By Check TYPICAL GUESTROOM MIDDLE GUESTROOMS 1 04.28.06 KBB GL NORTH & SOUTH SIDES EAST SIDE EAST SIDE PRELIMINARY PRICING PACKAGE IF= I omm 09h AM Ism ft go I r% 0% 1"%gm AM as 2 05.26.06 KBB GL of S ME" 0 0 AM VON 0% 0 "A C:KIC OA 'gum M I N U M u LIU K%`2 A 1 A/W A%5 ISSUE FOR PHASE I CONSTRUCTION SCALE: 1/4" 1'-Oqv DT-1 2-10-48.DWG SCALE: 1/4" 1'-011 SCALE: 1/4" 1'-Ov# SCALE: 1/4" l'-011 $ __ 111 _101IM111111111M N�Mmm 111111111111 1111,111 - ----------- ill 11 Jill I ill j 3 04 16.06 KBB GPL A ADDENDIA/I 1-1 A 9'--H -7 03 /2\ 4 07.10.06 KBB GPL 12 18 ADDENDUM 1-2 10 12.08.06 K1313 MK ,jqwvq� ISSUE FOR GMP EXISTING CMU WALL 12.22.06 KBB MK RE: STRUCT. -OR PERMIT REVISION M "n ISSH 5 111,11,111t " 0// 11, N /2 �51,541 1/2 1 06600.A ig, NINE r ez gpp/g M �g� l g VS § R, MORE 1'D "Ill", 4 AF 241,11,111 `0 u; go 6`1 "Y Igo! ,4 Wl :No P 5�,,, f6f,;, '4, APE V A 11110"I"1111 d i psi I M, is �l R R q'i �VN tl lt, "As Y kq� 41 ay 11 11,� V, I HUMAM 0 I N, 12111S EVEL 8 i I U L.J--- 1m, dip WIN - NEW HOLLOW METAL Cox A ff Vl W", SLIDING BAI.-CONY DOORS AR J Q WIN not "M _9t,�,VV dl,_i/"��"*"�`ll!l "VI ',X A_4 ", ho, ............ /0"Y OF '61, 1`,�� 41/404'1�1 2 21, lkd` _R5 5 �5 IMU441,11. RI V,1/ i"n, V U 11/�1111 3561" a 0 SeaUSQnature _4 SCALE: 3" ""A NN 2 1::ENSE mro is "T, 4 4113 05721.Cl E A D 'Am "'I'm S E L r%0 0 R N(0)ON="mm om ANN ..... ....., '55, "k DT-1 2-10-4.DWG 19 RAILING, ALUM "n A'S i'%:V g, A dul us; go to war" flat C_ M - 000"" H H V, a,!A n Vl 1 3/4 NEW ELASTOMERIC WIT&= 03 offilittott is W 12- AV '4- N Not W t"C 1/2 COATING I ""Nis 19,11">1", A At 1 lost NZA wit;Aw A A ......",li:",W� Y�'qj AFA �c V'V" VV V J' "i1i'll", 09220.A Ov Project Name a 1 Asti go �Z, Sea Turtle Resort 'T VV RIP� IPRIMI A IN D VIA 00 T V 7, _3 1, 11 VOW can,I act C-4 1. VMS C) '40 Oy- -D. DOOR 11 u A-40 SCHE Ashford Hospitality Trust JiV ...... ill FAR EXIS 1ING WALLIS :q 4 YMCA"M W 09220.A H.M. FRAME-- It 000 Z Project Number PORTLANC CEM PLASTER D_ "v q p LA 02.5635. V--/ J ALUM. THRESHOLD-__- 10' —------ CAD File Name g 4 -42 A09 Vol LA a t iN Rot ;�� C� "', "X"', 5, 'a ENLARGED EXTERIOR ELEVATION ,4 o PEI Kul Al"AI"'I'lif/ i;�4 I TMAWarms? V"KWAV U iv? Pe YOU— C-4 FIN. FLR. "T' '�J w", A V A', clot EXISTING CMU WALL Scale �n < R ol- "xi NMI I Tim d J r U I U I Ll U U Uz=" U Li U U U U U U 4– 7 0 6 1 21 4) 7 77V�,,77 1 [7 7 7,7,7 NEW HOLLOW METAL AIW Ifill 4 A090z'im2 mom AN&11111111 mm mm 0 a N_ E:A S"1 G% Em:S NO IN 0 Rft 0 0 M S SILOL Alm S"01'"EmEnt.. DOOR J 'As M B A I I c:1C lmm D 0 R N LAFIZ'106 31E to J.' E L IEE V A "I'm 10 N u %No (c)2006 Gensler SCALE: 3" 1'-0" DT-12-10-4.DWG 2 SCALE: 311 1.01, DT-1 2-10-4.DWG 20 SCALE: 1/2" 1'-011 EE-42.DWG -ftw�v4woo- Jill, I 1111111� IN or FfH /A /01 KEY NOTES Sea Turtle Resort Hotel on Ashford Hospitality Trust 3. 9 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 07620.A SHEET METAL FLASHING & TRIM PRE—FIN SHEET METAL CLOSURE, FASTEN AS REQUIRED, SET IN CONTINUOUS BED OF SEALANT AGAINST FINISHED SURFACES TO FORM CONTINUOUS SEAL 700 Milam Street Suite 400 Houston TX 77002 Telephone 713.228.8050 ensler Facsimile 713.229.9343 TOP OF STRUCTURE EL: 102'-2" 12 8 12"X5" CUTOUTS IN METAL CLOSURE PIECE AT 24" 0.C. WITH STAINLESS STEEL INSECT STRUCTURAL LIGHT — SCREEN SECURED OVER OPENING GAGE TRUSS RE: STRUCTURAL Remington Hotels, LP DWGS FOR INFO. Project Manager 07320.Al 07412.A 14185 Dallas Parkway C) CLAY TILES METAL WALL PANEL Suite 1150 00 3/4 CORRUGATED PREFINISHED PANEL Dallas, Texas 75254 07411.C PANEL UNDERLAYMENT TYPICAL. SECURE PANEL TO PURLINS. RE: STRUCTURAL DRAWINGS FOR WIND LOAD AND Thornton Tomasetti PURLIN EXACT QUANTITY AND SPACING OF PURLINS. RE: STRUCTURAL FOR ROOF GAUGE MAY BE REDUCED BASED ON CODE Structural Engineer EXACT QUANTITY AND DEISGN LOAD OF FRAMING SYSTEM. 12750 Merit Drive, Suite 750, LB-7 SPACING Dallas, Texas 75251 0o 13'-611 1 —0 07620.A Thompson Company SHEET METAL FLASHING & TRIM MEP Engineer �G CONTINUOUS PREFINISHED CLOSURE 50 Technology Parkway, South P TRIM. 20GA. SET IN CONTINUOUS BED Norcross, GA 30092 OF SEALANT AGAINST PANEL AND ATTACHED AS REQUIRED. 07411.G1 ROOF EDGE FLASHING FLASH INTO EXISTING ROOFING SYSTEM • '• USING MANUFACTURER APPROVED 07411.G2 p o • . PRODUCTS AND PROCEDURES DRIP EDGE �, D D D D 07460.B ; :� ;� ;� EXISTING ROOF MEMBRANE AND Consultants to Remington Hotels, LP FIBER CEMENT FASCIA 1/211 G • ' • ' p,• INSULATION TO REMAIN SEAL TD CEI Engineering Associates, Inc. D D D p p p p ROOF p p p Civil Engineer 07460.A 4475 U.S. 1 South FIBER—CEMENT SOFFIT Suite 301 "ALTERNATE: PROVIDE PREFORATED St. Augustine, FL 32086 PREFINISHED 18GA ALUMINUM PANEL WITH SPACERS AT ALL DISSIMILAR MATERIALS. 1'— " Leo A. Daly CONTINUOUS STAINLESS STL INSECT SCREEN 131 6" CONCRETE CURB, RE: STRUCTURAL Interior Designer SECURED IN SLOT. PAINT UNDERSIDE OF The Offices at Mockingbird FRAMING FLAT BLACK ABOVE SCREEN Station 5307 East Mockingbird Lane PROVIDE SEALANT AT EXISTING Suite 400 PARAPET FLASHING AND NEW Dallas, TX 75206 COATING FINISHES EXISTING CMU WALL WITH - SCHEDULED COATING FINISH. AIssue Date&Issue Description By Check 1 11 12.22.06 KBB MK ISSUE FOR PERMIT REVISION GUEST ROOM SHEET NOTES Seal/Signature Project Name Sea Turtle Resort Ashford Hospitality Trust Project Number 02.5635.000 CAD File Name A09-50 IDescription SECTION DETAILS IScale 6 of1 1 NEW SHEET 09m5O SECTION DETAIL AT ROOF @2006 Gensler SCALE: V = V-0" DT-0950 KEY NOTES Sea Turtle Resort Hotel 00 Ashford Hospitality Trust Q 2 nAX 14185 Dallas Parkway 4 1/2 5'-0" 7'-0" Suite 1100 4 1/2 4'-6 3/16" 8'-6» REFER TO STRUCTRAL DWGS. Dallas, TX 75254 2'-4 3/8" 07620.A 07620.A SHEET METAL FLASHING & TRIM SHEET METAL FLASHING & TRIM PRE—FIN SHEET METAL CLOSURE, FASTEN Aq, PRE—FIN SHEET METAL CLOSURE, FASTEN AS REQUIRED, SET IN CONTINUOUS BED OF SEALA REQUIRED, SET IN CONTINUOUS BED OF SEALANT AGAINST FINISHED SURFACES TO FORM AGAINST FINISHED SURFACES TO FORM CONTINUOUS SEAL CONTINUOUS SEAL 1'-4 1/8" 700 Mi am Street 12»X5" CUTOUTS IN METAL CLOSURE PIECE Suite 400 AT 24" O.C. WITH STAINLESS STEEL INSECT Houston TX 77002 SCREEN SECURED OVER OPENING Telephone 713.228.8050 ensler Facsimile 713.229.9343 TOP OF STRUCTURE TOP OF 5TRUCTURE EL: 102'-2" EL: 102' 2" 12 12 ACCESS "DOGHOUSE" 8 12"X5" CUTOUTS IN METAL CLOSURE PIECE 8 (BEYOND) FRAMED WITH LIGHT AT 24" O.C. WITH STAINLESS STEEL INSECT GAUGE STUDS AND FINISHED IN PANEL MATERIAL. RE: STRUCTURAL LIGHT SCREEN SECURED OVER OPENING STRUCTURAL LIGHT ROOF PLAN FOR LOCATIONS. GAGE TRUSS GAGE TRUSS \ RE: STRUCTURAL RE: STRUCTURAL 24X48 PREFINISHED Remington Hotels, LP WEATHERTIGHT ACCESS DWGS FOR INFO. DWGS FOR INFO. PANEL LOCKABLE TO Project Manager 07320.A1 07412.A 07320.A1 7412.A MEET WIND LOAD 14185 Dallas Parkway C) CLAY TILES o CLAY TILES I METAL WALL PANEL i METAL WALL PANEL S• Suite 1150 00 3/4" CORRUGATED PREFINISHED PANEL o0 3/4 CORRUGATED PREF1NI ED PANEL Dallas, Texas 75254 07411.0 TYPICAL. SECURE PANEL TO PURLINS. RE: 07411.0 TYPI AL. SECURE PAN TO P RLlNS. RE: PANEL UNDERLAYMENT STRUCTURAL DRAWINGS FOR WIND LOAD AN PANEL UNDERLAYMENT S FRL CTURAL DRAWIN FOR 0 D LOAD AND Thornton Tomasetti PURLIN EXACT QUANTITY AND SPACING OF PURLINS. PURLIN E A T QUANTITY SPACING OF PURLINS. RE: STRUCTURAL FOR ROOF GAUGE MAY BE REDUCED BASED ON EE RE: STRUCTURAL FOR R 0 GAUGE M BE REDUCED BASED ON CODE Structural Engineer EXACT QUANTITY AND DEISGN LOAD OF FRAMING SYSTEM. EXACT QUANTITY AND D IS N LOAD F FRAMING SYSTEM. 12750 Merit Drive, Suite 750, LB-7 SPACING U'' SPACING Dallas, Texas 75251 wl 07620.A 07620.A Thompson Company SHEET METAL FLASHING & TRIM SHEET METAL FLASHING & TRIM MEP Engineer �G CONTINUOUS PREFINISHED CLOSURE ��, CONTINUOUS PREFINISHED CLOSURE TRIM. 50 Technology Parkway, South TRIM. 20GA. SET IN CONTINUOUS BEDS OGA. SET I q CONTINUOUS BED OF Norcross, GA 30092 OF SEALANT AGAINST PANEL AND ,� 0 S ANT AGAINST PANEL AND ATTACHED ATTACHED AS REQUIRED. 07411.G1 AS UIRED ROOF EDGE FLASHING FLASH INTO EXISTING ROOFING SYSTEM07411.G2 0 0 FLASH INTO EXISTING ROOFING SYSTEM .� USING MANUFACTURER APPROVED USING MANUFACTURER APPROVED • ' e, • ' ' • • ' ' • ' ' ' " PRODUCTS AND PROCEDURES DRIP EDGE 6'-2 3/4" C) o , , 'p , , , p , p p PRODUCTS AND PROCEDURES 07460.13 0 0 0 0 } . " FIBER CEMENT FASCIA . , . , • . o , . — EXISTING ROOF MEMBRANE AND �• • , • 10'-9" 20 A9.32 ONLY , • o • EXISTING ROOF MEMBRANE AND INSULATION Consultants to Remington Hotels, LP r r' i r. '• '• - INSULATION TO AI / TO REMAIN 1 2" G P ,p• , p ,� , p p :� UL N REMAIN W p / 4 , O , O D o D D CEI Engineering Associates, Inc. SEAL NT o• . - o• . SEAL T . . $�� o. �' g • I ROOF ROOF _ Civil Engineer EL: 93 — EL: 93'-9" 4475 U.S. 1 South EXISTING PARAPET COPING 07460.A REMOVE AS REQUIRED TO ACCOM DAT FIBER—CEMENT SOFFIT Suite 3 01 NEW CONCRETE CURBS "ALTERNATE: PROVIDE PREFORATED St. Augustine, FL 32086 3'4" PREFINISHED 18GA ALUMINUM PANEL WITH SPACERS AT ALL DISSIMILAR MATERIALS. Leo A. Daly CONCRETE CURB; RE: CTURAL C NTINUOUS STAINLESS STL INSECT SCREEN " EXISTING PARAPET COPING CONCRETE CURB; RE: STRUCTURAL Interior Designer SECURED IN SLOT. PAINT UNDERSIDE OF 3 6 REMOVE AS REQUIRED TO ACCOMMODATE The Offices at Mockingbird " FRAMING FLAT BLACK ABOVE SCREEN CONCRETE CURBS Station 5307 East Mockingbird Lane PROVIDE SEALANT AT EXISTING Suite 400 EXISTING BUILDING STRUCTURE PARAPET FLASHING AND NEW EXISTING ROOF DECK Dallas, TX 75206 COATING FINISHES EXISTING CMU WALL BEYOND 08411.A WITH SCHEDULED COATING STOR 0 FINISH. IN moo Q Issue Date&Issue Description By Check -- 1 05.26.06 KB GL ISSUE FOR PHASE CONSTRUCTION 17 1 2 06.16.06 KBB GL Al2.21 ADDEMDUM 1-1 2 10 12.08.06 KBB MK STRIP PRIME AND FINISHISSUE FOR GMP 11 12.22.06 KBB MK COAT AT EXISTING PLASTER SURFACE. APPLY SCHEDULED ISSUE FOR PERMIT REVISION NEW COATING FINISHES. 05721.C1 RAILING, ALUM EXIT STAIRWELL GUEST ROOM GUEST ROOM ACCENT BAND WITH 2" PROJECTION. PROVIDE REQUIRED SLOPE AT TOP OF BAND TO PREVENT ACCUMALATION OF WATER ON SURFACE. LEVEL 8 LEVEL 8 EL: 85'-3 EL: 85'-3" 0 l INSTALL EPS FOAM SHAPE OVER PREPAIRED VERTICAL SURFACE WITH SCHEDULED ADHESIVE. APPLY SCHEDULED MESH, BASE COAT, PRIMER AND FINISHES AS SPECIFIED. RE: SPECIFICATIONS SHEET NOTES Seal/Signature Project Name Sea Turtle Resort Ashford Hospitality Trust Project Number 02.5635.000 CAD File Name A09-51 IDescription SECTION DETAILS Scale r 0 3" 6" 1' A09m5l SECTION DETAIL AT ROOF - WEST STAIRWELLSECTION DETAIL AT ROOF = TYPICAL @2006 Gensler SCALE: 1" = 1'-0" DT_0951-12 15 SCALE: 1" = 1'-0" DT_0951-12 KEY NOTES ea u e esort Ho e enovation Ashford Hospitality Trust L Q a 14185 Dallas Parkway Suite 1100 » „ 4 1/2 9 -6 1 -5 Dallas, TX 7525 .00 07620.A SHEET METAL FLASHING & TRIM RE: 15/AO9.52 FOR TYPICAL ROOF NOTES PRE-FIN SHEET METAL CLOSURE, FASTEN AS AND DIMENSIONS REQUIRED, SET IN CONTINUOUS BED OF SEALANT AGAINST FINISHED SURFACES TO FORM CONTINUOUS SEAL 700 Milam Street Suite 400 Houston TX 77002 - Telephone 713.228.8050 ensler Facsimile 713.229.9343 TOP OF STRUCTURE EL: 102'-2" 12 12 8 12"X5" CUTOUTS IN METAL CLOSURE PIECE AT 24» O.C. WITH STAINLESS STEEL INSECT STRUCTURAL LIGHT SCREEN SECURED OVER OPENING GAGE TRUSS Remington Hotels, LP RE: STRUCTURAL DWGS FOR INFO. Project Manager 07320.Al 07412.A 14185 Dallas Parkway C) CLAY TILES METAL WALL PANEL Suite 115 00 3/4" CORRUGATED PREFINISHED PANEL Dallas, Texas 75254 07411.0 TYPICAL. SECURE PANEL TO PURLINS. RE: PANEL UNDERLAYMENT STRUCTURAL DRAWINGS FOR WIND LOAD AND Thornton Tomasetti PURLIN - EXACT QUANTITY AND SPACING OF PURLINS. RE: STRUCTURAL FOR ROOF GAUGE MAY BE REDUCED BASED ON CODE Structural Engineer EXACT QUANTITY AND DEISGN LOAD OF FRAMING SYSTEM. 12750 Ment Drive, Suite 750, LB-7 SPACING Dallas, Texas 75251 Thompson Company 07620.A SHEET METAL FLASHING & TRIM MEP Engineer G 5'-6" 3'-10» CONTINUOUS PREFINISHED CLOSURE Technology Parkway, South 50 Techn r TRIM. 20GA. SET IN CONTINUOUS BED Norcross, GA 30092 OF SEALANT AGAINST PANEL AND ATTACHED AS REQUIRED. 07411.G1 ROOF EDGE FLASHING FLASH INTO EXISTING ROOFING SYSTEM " . D USING MANUFACTURER APPROVED ' 07411.G2 p PRODUCTS AND PROCEDURES � . " b. DRIP EDGE , . 0 0 0 o D p , D D p t o o o Consultants to Remington Hotels, LP 07460.8 D D , p D , D , EXISTING ROOF MEMBRANE AND • • g FIBER CEMENT FASCIA 1/2 D p D p D" D p D D p " INSULATION TO REMAIN • ' "p D D D D CEI Engineering Associates, Inc SEAL T o o D :3'-2 . . . . . ROOF D D D D --ROOF - . , - �� Civil Engineer EL: 93,_9" 07460.A EL: 93 -9 4475 U.S. 1 South FIBER-CEMENT SOFFIT Suite 301 St. Augustine, FL 32086 "ALTERNATE: PROVIDE PREFORATED 3'-6" J. PREFINISHED 18GA ALUMINUM PANEL WITH SPACERS AT ALL DISSIMILAR MATERIALS. 1'-0� 5'-0" Leo A. Daly CONTINUOUS STAINLESS STL INSECT SCREEN 3' 6" CONCRETE CURB, RE: STRUCTURAL Interior Designer SECURED IN SLOT. PAINT UNDERSIDE OF The Offices at Mockingbird FRAMING FLAT BLACK ABOVE SCREEN Station LOWERED GYP. BD. CEILING 5307 East Mockingbird Lane PROVIDE SEALANT AT EXISTING Suite 400 PARAPET FLASHING AND NEW Dallas, TX 75206 COATING FINISHES EXISTING CMU WALL BEYOND - - EXISTING BUILDING EXTERIOR WITH SCHEDULED COATING WALL FINISH. 08411.A Issue Date&Issue Description By Check STOREFRONT PORTLAND CEMENT PLASTER -- 1 05.26.06 KB GL OVER METAL LATH AND 5/8" ISSUE FOR PHASE CONSTRUCTION DENS GLASS SHEATHING 1 2 06.16.06 KBB GPL ADDENDUM 1-1 /2\ 10 12.08.06 KBB MK ISSUE FOR GMP STEEL FRAMING; RE: �- of 11 12.22.06 KBB MK 05721.C1 STRUCTURAL ISSUE FOR PERMIT REVISION RAILING, ALUM FRESH AIR DUCT; RE: MECHANICAL BALCONY GUEST ROOM GUESTROOM ENTRY DOOR GUEST ROOM BATHROOM LEVEL 8 LEVEL 8 EL: 851_3" EL: 85,_3" SHEET NOTES Seal/Signature Project Name Sea Turtle Resort Ashford Hospitality Trust Project Number 02.5635.000 CAD File Name A09-52 Description SECTION DETAILS IScale S 0 3 6 1 A09n52 SECTION DETAIL AT ROOF - EAST WING AT BALCONYSECTIONIDETAIL AT ROOF - CORNER CHASE @2006 Gensler SCALE: 1" = 1'-0" DT_0952-12 15 SCALE: 1 = - DT_0952-12 KEY NOTES 07620.A Sea Turtle Resort SHEET METAL FLASHING & TRIM PRE—FIN SHEET METAL CLOSURE, FASTEN AS 4. 0 REQUIRED, SET IN CONTINUOUS BED OF SEALANT STRUCTURAL LIGHT AGAINST FINISHED SURFACES TO FORM GAGE TRUSS Hotel CONTINUOUS SEAL RE: STRUCTURAL DWGS FOR INFO. 09220.A Ashford Hospitality Trust PORTLAND CEM PLASTER 07320.A1 CLAY TILES 14185 Dallas Parkway SKIM COAT ONLY AT PENTHOUSE 07411.0 Suite 1100 07920.A PANEL UNDERLAYMENT Dallas, TX 75254 JOINT SEALANT PURLIN RE: STRUC L FOR 06100.C1 WOOD BLOCKING EXACT QUANTITY AND TREATED SPACING TOP OF STRUCTURE EL: 102 -6 1/2 EXISTING BUILDING 700 Milam Street Suite 400 Houston TX 77002 Telephone 713.228.8050 ensler Facsimile 713.229.9343 0 12I 00 8 PENTHOUSE N \ 00 I Remington Hotels, LP Project Manager 14185 Dallas Parkway Suite 1150 °� Dallas, Texas 75254 Thornton Tomasetti 07411.G1 Structural Engineer ROOF EDGE FLASHING 12750 Merit Drive, Suite 750, LB-7 • '" • ."• • ." 07411.G2 Dallas, Texas 75251 C) DRIP EDGE CONCRETE CURB; . ' RE: STRUCTURAL •p •p •� '• •� •p • . •o '•p •p >- 07460.B Thompson Company UJ FIBER CEMENT FASCIA • .'• ." 1/ " GAP MEP Engineer SEAL T rn 50 Technology Parkway, South ROOF . • . • . • Norcross, GA 30092 0 0 0 0 0 0 0 0 93'-9" 07460.A FIBER—CEMENT SOFFIT **ALTERNATE: PROVIDE PREFORATED PREFINISHED 18GA ALUMINUM PANEL WITH SPACERS AT ALL DISSIMILAR MATERIALS. CONTINUOUS STAINLESS STL INSECT SCREEN SECURED IN SLOT. PAINT UNDERSIDE OF FRAMING FLAT BLACK ABOVE SCREEN Consultants to Reming ton Hotels, LP 3'-6" PROVIDE SEALANT AT EXISTING PARAPET FLASHING AND NEW COATING FINISHES CEI Engineering Associates, Inc. EXISTING CMU WALL BEYOND WITH SCHEDULED COATING FINISH. Civil Engineer 4475 U.S. 1 South Suite 301 SECTION DETAIL AT ROOF - r& PENTHOUSE (WEST OF DOOR St. Augustine, FL 32086 SCALE: 1" = 1'-0" DT_0952-12 Leo A. Daly Interior Designer 07620.A The Offices at Mockingbird SHEET METAL FLASHING & TRIM Station PRE—FIN SHEET METAL CLOSURE, FASTEN AS 4 5307 East Mockingbird Lane REQUIRED, SET IN CONTINUOUS BED OF SEALANT Suite 400 AGAINST FINISHED SURFACES TO FORM 05120.A6 Dallas, TX 75206 CONTINUOUS SEAL STEEL CHANNEL 09220.A 07320.A1 PORTLAND CEM PLASTER CLAY TILES SKIM COAT ONLY AT PENTHOUSE Issue Date&Issue Description By Check 07411.C PANEL UNDERLAYMENT 1 11 12.22.06 KBB MK 07920.A ISSUE FOR PERMIT REVISION JOINT SEALANT PURLIN RE: STRUCTURAL FOR 06100.C1 EXACT QUANTITY AND WOOD BLOCKING SPACING EXISTING BUILDING TOP OF STRUCTURE EL: 102'-6 1/2" 05120.A3 STEEL ANGLE 07412.A METAL WALL PANEL 0811 O.A STEEL DOOR o 12I 00 IN 8 PENTHOUSE N B1 I 00 St0 I ° SHEET NOTES iSeal/Signature G 07411.G1 ROOF EDGE FLASHING -- 07411.G2 CD DRIP EDGE I '- 07460.6 1 " GAP > FIBER CEMENT FASCIA / Project Name SEAL T Sea Turtle Resort Ilk ROOF Ashford Hospitality Trust 93'-9" 07460.A I Project Number FIBER—CEMENT SOFFIT **ALTERNATE: PROVIDE PREFORATED 02.5635.000 PREFINISHED 18GA ALUMINUM PANEL WITH CAD File Name SPACERS AT ALL DISSIMILAR MATERIALS. A09-53 CONTINUOUS STAINLESS STL INSECT SCREEN Description SECURED IN SLOT. PAINT UNDERSIDE OF SECTION DETAILS FRAMING FLAT BLACK ABOVE SCREEN 3'-6" PROVIDE SEALANT AT EXISTING PARAPET `Scale FLASHING AND NEW COATING FINISHES EXISTING CMU WALL BEYOND WITH SCHEDULED COATING FINISH. 1 1 NEW SHEET A09m53 SECTION DETAIL AT ROOF - PENTHOUSE (EAST OF DOOR) p2006 Gensler SCALE: 11" = V-0" DT_0952-12 AX KEY NOTES ea u e esort 3'-1 1/8» 4 7/8„ 4'-10" R.0. 4 7/8" 3'-1 1/8" 3'-1 1/8" 4 7/8" 4'-10" R.O. 4-10 R.O. 4'-9 1/2" FRAME WIDTH 4'-9 1/211 FRAME WIDTH 2'-8 3 4" 40 2'-8 3 4" 4'-9 1/2" FRAME WIDTH Hotel Renovation 2 8 3/4 / / 5" 2'-0" MAX. 3 1 8' ALL STRUCTURAL ATTACHMENTS 1/48" 2'-0" MAX. 5" 5" 2'-0" MAX. 3 1/8ALL STRUCTURAL ATTACHMENTS / TO BE CONCEALED AT HEADTO BE CONCEALED AT HEAD Ashford Hospitality Trust p tY RE: MEP AND SILL BY WINDOW INSTALLER. RE: MEP RE: MEP AND SILL BY WINDOW INSTALLER. 14185 Dallas Parkway 09260.A1 CONNECTIONS AT JAMBS ARE FOR 09260.A1 CONNECTIONS AT JAMBS ARE FOR y EXISTING BUILDING GYP BD 5/8" ALIGNMENT ONLY. GYP BD 5/8" ALIGNMENT ONLY. Suite 1100 09260.F6 09260.F6 5 3'-2 1 8" Dallas, TX 75254 METAL STUD 2 1/2" METAL STUD 2 1/2" Al2.20 / 5"x12" SLAB CORE C) ., LINE OF SLAB 5"x12" SLAB CORE o LINE OF SLAB 09260.Al FAN ,�, FAN FAN GYP BD 5/8% ' 00 V co COIL UNIT N COIL UNIT � COIL N LINE OF SLAB (00� sl ` �" - " s } s f s p A a, h � s � 1 r r �. �,, 1, r' F 1: " s^', �, � ,..�._.,�...,�. .,,.�...�i�...,, 1 * f f f tf J : •P f i, ; f .f n ` 700 Milam Street DECORATIVE DECORATIVE A "y Suite 400 20 EIFS BAND BELOW EIFS BAND BELOW - Houston TX 77002 EXISTING BUILDING �� Al2.20 15 10 09260.E "" Telephone 713.228.8050 . enisler Al2.20 Al2.20 METAL STUD ' � Facsimile 713.229.9343 07210.A i BUILDING INSULATION " DENS GLASS SHEATHING -" 09220.1) METAL LATH . 09220.A IV PORTLAND CEM PLASTER Remington Hotels, LP Project Manager TYPICAL GUESTROOM FCU TYPICAL GUESTROOM FCU TYPICAL EAST END GUESTROOM FCU - SOUTH 14185 Dallas Parkway SCALE: 3/4" = 1'-0" DT_12_20_16 SCALE: 3/4" = 1'-0" DT_12_20_16 SCALE: 3/4" = 1'-0" DT_12_20_16 Suite 1150 Dallas, Texas 75254 Thornton Tomasetti Structural Engineer 12750 Merit Drive, Suite 750, LB-7 Dallas, Texas 75251 L 1'-9 3/8 '- " " Thompson Company / 1 0 5 0 MEP Engineer 2'-0" 6 1/4 50 Technology Parkway, South Norcross, GA 30092 PORTLAND CEM PLASTER 09220.A 09260.A1 GYP BD 5/8" METAL LATH 05721.C1 09220.1) 09260.F6 RAILING, ALUM DENS GLASS SHEATHING METAL STUD 21/2 25 Consultants to Remington Hotels, LP 'e' Al2.20 BUILDING INSULATION , g CEI Engineering Associates, Inc. ,.A ` 07210.A re . s �� , >; V x FAN Civil Engineer Q METAL STUD ` ngi M COIL UNIT 09260.E d . co 4475 U.S. 1 South C3 Suite 301 N 1'_0" 1'-0 5/8 't DECORATIVE , x, St. Augustine, FL 32086 EIFS BAND BELOW i N Leo A. Dal R u7 15 ,,., y � Al2.20 Interior Designer 1 . 9 3. 1 SIM The Offices at Mockingbird C) Station LO q 5"x12" SLAB CORE 5307 East Mockingbird Lane Suite 400 75206 , 4. Dallas00 TX x _ N., FAN - � o COIL UNI N GYP BBDD 5/8" 08411.A FAN M 09260.A1 STOREFRONT A COIL UNIToI Issue Date&Issue Description By Check LINE OF SLAB �' 2 05.26.06 KBB GL ISSUE FOR PHASE I CONSTRUCTION L 10 1 .08.06 KBB MK 07920.A 5"x12" SLAB CORE 2 ISSUE FOR GMP 5 3/4" 6 1/4" JOINT SEALANT 11 12.22.06 KBB MK 09220.E CORNERBEAD ISSUE FOR PERMIT REVISION 09220.A 3 1/8" 2'-0" MAX. 5" PORTLAND CEM PLASTER 7920.A 09220.1) � �� 4 7/8" 2'-8 3/4" 1_11 MA I JOINT S ALANT METAL LATH 4-10 R.O. 5400.AMEMBRANE; LAP 4'-9 1/2" FRAME WIDTH COLD-FORMED META FRMG BARRIER BELOW WINDOW AND PLASTER EXISTING MASONRY WALL M PRIMER AND ELASTOMERIC FINISH COAT ON CMU TYPICAL OCEAN GUESTROOM FCU TYPICAL EAST END GUESTROOM FCU - NORTH SCALE: 3/4" = 1'-0" DT_12_20_16 SCALE: 3/4" = 1'-0" DT_12_20_16 09220.H GYPSUM SHEATHING 07210.A BUILDING INSULATION AX 05400.A 06100.C1 COLD-FORMED METAL FRMG 07920.A 08411.A WOOD BLOCKING JOINT SEALANT STOREFRONT 08163.A 09260.A 07920.A SLIDING ALUM-FRAMED, GLASS DOOR GYPSUM BOARD MOISTURE BARRIER MEMBRANE; JOINT SEALANT EDGE OF SLAB 07210.A LAP OVER BLOCKING AND BELOW LATH 05400.A EXISTING MASONRY WALL BUILDING INSULATION COLD-FORMED METAL FRMG PLAN DETAIL - EAST ROOM CMU °922o.E 09260.A 05400.A _ , „ CORNERBEAD SHEET NOTES SCALE. 31' = 11-01' DT_12_20_4 GYPSUM ARD COLD-FORMED METAL FRMG I Seal/Signature 05400.A 08411.A 07210.A 09260.A COLD-FORMED METAL FRMG STOREFRONT BUILDING INSULATION EXISTING MASONRY WALL GYPSUM BOARD A. ALL PENETRATIONS THROUGH FIRE RATED SYSTEMS L PRIMER AND ELASTOMERIC 09 A SHALL BE FIRE STOPPED TO MEET THE PARTITION FINISH COAT ON CMU 260• EDGE OF SLAB . ON ' �, '�� GYPSUM BOARD _��. =bF �`� � � ALIGN 07210.A RATINGS CONTRACTOR SHALL SUBMIT INFO f BUILDING INSULATION MATERIALS AND METHODS. SEE A00.21 FOR 07210.A k ADDITIONAL INFO. 5 3/4" 6 1/4 - BARRIER MEMBRANE; LAP BELOW PRIMER AT CMU AND BUILDING INSULATION r BEHIND LATH AT STUD WALL 08163.A s' I Project Name -F GLASS DOOR SLIDING ALUM RAMED, Sea Turtle Resort 07920.A �; � � :, Ashford Hospitality Trust JOINT SEALANT : z Number Project u r 092 20.E c� t� . 9 I o be AD s� C ORNERBE � §" f t r. 1 f 5.00 a � 02.563 0 ... ......... MEMBRANE; LAP BARRIER A CAD File Name i `�, ry 1 / `, f'' 09220.A TRE3 t WINDOW PLASTER BELOW WI AND r `.. A 1 0 .......��.� ,,.. ........ , ...........,....:. .; �:.. ........ ...�............ �, ... ...... ..... :................. ......... ...............:... PLASTER 2 2 ............................................................................................... .. , .......................... ......................... ..........................,a.._........ ...............__............................. 05721.C1 PORTLAND CEM PLA ....................... ............................... ............. .............. PRIME AND ELASTOMERIC RA 05400.A i n De cri t o I ING ALUM 0 9220.1) s RA L 1 - I FI TON C TA FRMG NISH COA MU COLD-FORMED ME L EDGE F SLAB 0 ALIGN r METAL ATH E L DETAILS ETAILS 07210.A BARRIER MEMBRANE; LAP EXISTING MASONRY WALL 09220.H 07920.A 09220.A 05721.C1 BUILDING INSULATION JOINT SEALANT PORTLAND CEM PLASTER RAILING, ALUM BELOW PRIMER AT CMUL BARRIER MEMBRANE; LAP GYPSUM SHEATHING 09220.A 09220.D 09220.A EIFS ACCENT BAND BELOW PRIMER AT CMU AND 09220.E I Scale ' PORTLAND CEM PLASTER 09220.E METAL LATH PORTLAND CEM PLASTER EIFS ACCENT BAND PRIMER AND ELASTOMERIC 4 CORNERBEAD BEHIND LATH AT STUD WALL CORNERBEAD 09220.1) 09220.H 16GA. GALVANIZED SHEET METAL 09220.1) FINISH COAT ON CMU 07920.A METAL LATH GYPSUM SHEATHING METAL LATH ON MOISTURE BARRIER LOCATE AT ALL DECORATIVE GUARDRAIL JOINT SEALANT 0 1" 2" 4" 8" 09220.H 09220.H ATTACHMENTS. LOCATE ATTACHMENTS GYPSUM SHEATHING GYPSUM SHEATHING 6" FROM TOP AND BOTTOM AND AT CENTER 1 EIFS BAND DOES NOT OF VERTICALS. 12m20 CONTINUE AT CORNER CHASES PLAN DETAIL - EAST ROOM FCU PLAN DETAIL - TYP, ROOM WEST PLAN DETAIL - TYP, ROOM FCU PLAN DETAIL = TYP, ROOM CMU PLAN D 5 Q2006 Gensler SCALE: 3" = 1'-0" DT_12_20_4 SCALE: 3" = 1'-0" DT_12_20_4 SCALE: 3" = 1'-0" DT_12_20_4 SCALE: 3" = 1'-0" DT_12_20_4 SCALE: 3" = 1'-0" DT_12_20_4 1 KEY NOTES ea u eResort 1 0 3/16" y 10 4 4" N10 Hotel Al 2m2l 5 _Q» f 05721.C1 RAILING, ALUM Ashford Hospitality Trust p ty END RAIL FASTENED TO CMU, PROVICE ALUMINUM CAP TO HIDE ALL 14185 Dallas Parkway y •.:::- . , ... , EXPOSED FASTENERS, TYPICAL. . 09220.A Suite 1100 PORTLAND CEM PLASTER o o o o o ° o Dallas TX 75254 09220.D EXISTING CMU WALL. METAL LATH GUESTROOM 09220.H µ�~ •`•-• � � EDGE OF EXISTING SLAB Ell GYPSUM SHEATHING ..:... .... w FINISH FLOOR � 5'-0" z = D D D D D D D D 1••U1 . , • , , , , , , , , , , , , , • 700 Milam Street D D D D D D D EXISTING CONCRETE Suite 400 EIFS ACCENT BAND �, �• �. G, �, �, �. FLOOR/CEILING SLAB Houston TX 77002 D D O D D D D D D p D p D p D p D p D p O o D o , Telephone 713.228.8050 ons or Facsimile 713.229.9343 .. .... PLAN DETAIL EASTSIDE BALCONY SCALE: 1 1/2" = 1'-0" DT-12-21-8 �~ jf GUESTROOM 6 /4 1 1 5,-Q» VERTICAL 7 1/8 RECTANGULAR 09260.A w GYPSUM BOARD ALUMINUM TUBE I El 07210.8 MIN-FIBER BLANKET INSULATION 0 " Remington Hotels, LP STUCCO WALL TYP. ROOM �, Q SCALE: 3" = 1'-0" DT_12_21_4 LA 4 /4 Project Manager 05721.C1 14185 Dallas Parkway RAILING, ALUM Suite 1150 Dallas, Texas 75254 1'-3 13/16" 1'-7 9/16'" � o Thornton Tomasetti 8 1/4 2'_Q" 3 1/8" Q V EDGE OF EXISTING SLAB Structural Engineer a •Q a -Q 12750 Merit Drive, Suite 750, LB-7 Dallas, Texas 75251 7 1/4" 0922o.A . . 09260.A Tompson Company ORTLAND CEM PLASTER ".,, GYPSUM BOARD EXISTING CMU WALL 3 NOTE: ALL METAL FINISHES TO BE COORDINATED „ ,.. w, Al2.21 WITH ARCHITECT. ALLOW FOR METALLIC FINISH. Engineer } 50 Technology Parkway, South 09220.D FAN COIL UNIT GUESTROOM Norcross, GA 30092 METAL LATH PLAN DETAIL EAST SIDE BALCONIES, CORNER UNIT 09220.H `� �� SCALE: 1 112" = 1'-0" DT-12_21_8 GYPSUM SHEATHING ` •...,. .... . COLD-FORMED METAL FRMG 2 5 8"Xl" EXTRUDED ALUMINUM TOP CAP 71/4 " 2 5/8 ....,.. .... 'N f FINISH FLOOR j D D D D D D D O o Consultants to Remington Hotels, LP D D D D D D D D EXISTING CONCRETE ;� ;� o ;� L ;� :� L ;� ;� � ;� 2 eerie Associates, Inc FLOOR CEILING SLAB CEI Engineering EIFS ACCENT BAND / D' ORNAMENTAL SCROLL WORK g Civil Engineer 5 1 South Suite 301 2 x 2 X 1/4 6061 T-6 NOTE FOR ALL St. Augustine, FL 32086 ALUMINUM SUPPORT POST, RAILINGS; FAN COIL UNIT " SPACED APPROXIMATELY 5' O.C. GUESTROOM 1 3/4 x 3/4 VERTICAL RECTANGULAR Leo A. Daly ALUMINUM TUBE ATTACHED AT RAIL ENDS F AND SECURED TO WALL WITH EQUALLY MANUFACTURER'S Interior Designer 0926 .A SPACED ANCHORS. STANDARD PROFILE IS The Offices at Mockingbird 1/4» GYPSLM BOARD Station 07210 B ACCEPTABLE. 5307 East Mockingbird Lane Q2 3/4 X 3/4 VERTICAL ALUMINUM PICKET MIN BER BLANKET INSULATION ARCHITECT TO REVIEW Suite 400 Dallas, TX 75206 STUCCO WALL TYP. ROOM 18 FINAL SELECTION. SCALE: 3" = 1'-0" DT_12_21_4 4" X 4" X 3/8" 6061 T-6 ALUMINUM PLATE I U Issue Date&Issue Description By Check L 1'-0" 1'-9 3/8" 1 05.26.06 VF GL 6 1 4Pe- 3 1 8" ISSUE FOR PHASE 1 CONSTRUCTION 2 0 / 1 4 07.10.06 VF GL ADDENDUM 1-2 10 12.08.06 KBB MK ISSUE FOR GMP2 09220.A := 09260.A f PORTLAND CEM PLASTER � GYPSUM BOARD 1 3/4 x 3/4 MID AND BOTTOM �31 12.22.06 KBB MK ,: - HORIZONTAL MEMBER FAN COIL UNIT GUESTROOM 09220.D � ; ISSUE FOR PERMIT REVISION METAL LATH 09220.H t� _ ALUMINUM BASKET RAIL ELEVATION AND PROFILE GYPSUM SHEATHING SCALE: 1 112" = 1'-0" DT-12_21_8 05400.A -... COLD-FORMED METAL FRMG BALCONY 1107 FINISH FLOOR r I> � � , EXISTING CONCRETE • D D D D D O D D D D D FLOOR/CEILING SLAB AN BALCONYm,, ,f 09260.A FAN COIL UNIT GUESTROOM � L GYPSUM BOARD ::. 7210 B 07210.13� 1 1 O , » MIN-FIBER BLANKET INSULATION 1 _Q STUCCO WALL EAST BALCONY 8 3/16" 8 3/16" 5 3 4" „ , „ / SHEET NOTES SCALE: 3 = 1 -0 DT_12_21_4 seal/Signature 6 15/16" 6 15/16" STUCCO WALL BEYOND ALUMINUM SILL PAN Ap CONTINUOUS SEALANT AND ALUMINUM SILL PAN BLACONY BACKER ROD AT INTERIOR AND EXTERIOR. PROVIDE EXISTING CONCRETE DECK COATING TO GUESTROOM 05721.C1 SHIM AS NEEDED. 05721.C1 FLOOR/CEILING SLAB EXTEND BELOW DOOR RAILING, ALUM RAILING, ALUM FRAME EXISTING CONCRETE — /V(p 08411.A � FLOOR/CEILING SLAB 08411.A �, ALUMINUM SILL PAN I Project Name LEVEL 2 STOREFRONT `V STOREFRONT FINISH FLOOR Sea Turtle Resort -IV-t-6-FINISH FL00 D D D D D D p p Ashford Hospitality Trust D D O D O O O O O D O D � � > D > D D • D •, O I 1 D D D D D D D D p D p D p D p p p p Project Number SHEET METAL FLASHING TO D p ; D p ; D p ; D p . D p ; D p D D STUCCO OVER EIFS ° ° ° ° ° ° 02.5635.000 BE COORDINATED IN PHASE ° ° ° ° ° ° ° ° ACCENT BAND D D D D D D D I � '� � 'p p '� � 'p CAD File Name 2 AT LEVEL 2 LOCATIONS, D D D D D D D ELASTOMERIC FINISH :� :� D ' D ' D D ' Al2-21 TYP. iIN D D D O D O D COAT D, D, D D D Description D D D o D ALUMINUM RAIL DETAILS CONTINUOUS LOW MODULUS CONTINUOUS SEALANT AND SEALANT AND BACKER ROD BACKER ROD AT INTERIOR AT INTERIOR AND AND EXTERIOR. PROVIDE EXISTING CONCRETE D D EXTERIORAT CONCRETE AND SHIM AS NEEDED. scale D D MASONRY CONDITIONS.. FLOOR/CEILING SLAB Now 0 PROVIDE SHIM AS NEEDED. I r7 0 1" 2" 4" 8" 08163.A 2" SLIDING ALUM-FRAMED, GLASS DOOR I IL a 2 2 TYP. ROOM HEAD & SILL - 2nd FLR. TYP. ROOM HEAD & SILL 10 EAST DOOR HEAD & SILL ©2006 Gensler SCALE: 3" = 1'-0" DT_12_21_4 SCALE: 3" = 1'-0" DT_12_21_4 SCALE: 3" = 1'-0" DT_12_21_4 GENERAL NOTES STRUCTURAL INSPECTION PLAN KEY NOTES Sea Turtle Resort A. DESIGN CRITERIA 0 GENERAL STEEL JOISTS 10. ALL STEEL JOISTS AND JOIST GIRDERS SHALL HAVE A MINIMUM CAMBER AS CALLED FOR IN THE ABOVE 1. THIS STRUCTURAL INSPECTION PLAN IS PREPARED IN ACCORDANCE WITH SECTION 553.79(5) OF THE FLORIDA STATUTES DESCRIBING Hotel Renovatl' on 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2004 EDITION REFERENCED SPECIFICATIONS. THE REQUIREMENTS FOR A STRUCTURAL INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD FOR THRESHOLD BUILDINGS. THE 1. VERIFY THAT JOIST INSTALLATION CONFORMS TO CONTRACT DRAWINGS AND APPROVED SHOP DRAWINGS. PURPOSE OF THIS STRUCTURAL INSPECTION PLAN IS TO PROVIDE INSPECTION PROCEDURES AND SCHEDULES SO THE BUILDING CAN BE 2. VERIFY JOIST BEARING, WELDING TO SUPPORTS, AND BRIDGING INSTALLATION AND ANCHORAGES. AShf01'Cl Hospitality TI'llSt 2. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE LOAD OF 2 KSF. FOOTINGS ARE TO BEAR IN 11. ALL DUCTWORK PASSING THROUGH OR AFFECTING JOIST MEMBERS MUST BE SHOWN ON SHOP DRAWINGS. ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED DOCUMENTS. STRATA DESIGNED BY GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER SHALL VERIFY BEARING ADJUSTMENT MAY BE NECESSARY TO THE BRIDGING SPACING IN ORDER TO ACCOMMODATE THE DUCTWORK. 2. THE THRESHOLD BUILDING INSPECTOR (SPECIAL INSPECTOR) SHALL VERIFY THAT THE PRIMARY STRUCTURAL ELEMENTS ARE IN 14185 Dallas Parkway CAPACITY � SUBSTANTIAL COMPLIANCE WITH THE PERMITTED DOCUMENTS. MASONRY Suite 1100 12. SPLICING OF JOIST CHORDS SHALL COMPLY TO SJI SPECIFICATIONS. NO MORE THAN ONE FIELD SPLICE SHALL BE 3. THE OWNER SHALL BE RESPONSIBLE TO EMPLOY THE SERVICES OF A THRESHOLD BUILDING INSPECTOR IN COMPLIANCE WITH THE 3. THE STRUCTURAL DESIGN IS BASED ON WIND LOAD ACCORDANCE WITH 2004 FLORIDA BUILDING CODE. PERMITTED PER SPAN. PROVISIONS OF CHAPTER 553.79 OF THE FLORIDA STATUTES. 1. VERIFY SIZE AND WEIGHT OF MASONRY UNITS. VERIFY STRENGTH OF UNIT MASONRY AND MORTAR HAS BEEN VERIFIED WITH Dallas TX 75254 - BASIC WIND SPEED = 120 MPH - DIRECTIONALITY COEFFICIENT kd = 0.85 4. AT A MINIMUM, THE THRESHOLD BUILDING INSPECTOR SHALL PERFORM THE MANDATORY STRUCTURAL INSPECTIONS AS REQUIRED TESTING IN ACCORDANCE WITH THE UNIT STRENGTH METHOD IDENTIFIED IN ACI 530.1. - EXPOSURE CATEGORY TYPE = C - BUILDING CATEGORY II 13. ATTACHMENTS THAT WILL IMPOSE CONCENTRATED LOADS ON THE WEB MEMBERS OF THE JOISTS SHALL NOT BE UNDER THE PROVISIONS OF THE 2004 FLORIDA BUILDING CODE, IN ACCORDANCE WITH THE SCOPE AND SCHEDULE OUTLINED HEREIN. 2. VERIFY GROUT STRENGTH HAS BEEN TESTED IN ACCORDANCE WITH ACI 530.1 PROVISIONS FOR UNIT STRENGTH METHOD. - IMPORTANCE FACTOR = 1.0 PERMITTED. 5. THE THRESHOLD BUILDING INSP�TOR SHALL MAINTAIN A LOG OF EACH SITE VISIT DOCUMENTING THE PROGRESS OF THE WORK, THE 3. OBSERVE PLACEMENT OF UNIT MASONRY ON AN INTERMITTENT BASIS BUT PROVIDE DIRECT OBSERVATION DURING THE INITIAL RELEVANT TESTING, THE AREA SPECTED AND ANY OTHER ELEMENTS PERTINENT TO THE WORK PROGRESS AT THE TIME OF THE PLACEMENT OF EACH LIFT OF MASONRY WALL. 4. REVIEW OF SUBMITTAL INFORMATION SHALL BE FOR GENERAL REQUIREMENTS OF PROJECT, AND SHALL 14. ATTACHMENTS THAT WILL IMPOSE CONCENTRATED LOADS ON THE BRIDGING MEMBERS SHALL NOT BE PERMITTED. INSPECTION. 4. VERIFY PLACEMENT OF REINFORCING STEEL, INCLUDING HORIZONTAL REINFORCEMENT; INSERTS; ANCHORS, AND OTHER STRUCRURALLY NOT INCLUDE CHECKING OF DETAILED DIMENSIONS OR DETAILED QUANTITIES, NOR REVIEW OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE WORK SITE, OR MEANS AND METHODS OF DOING 15. MEANS OF ATTACHMENT OF ANY TYPE ONTO THE JOIST CHORDS SHALL BE SHOWN ON SHOP DRAWINGS. NO 6. DAILY SIGNED AND SEALED FIELD REPORTS SHALL BE SUBMITTED ON A WEEKLY BASIS TO THE ENFORCING AGENCY, AND OWNER'S RELATED ASPECTS. CHECK CLEAN OUT AREAS. CHECK THAT ALL REINFORCED CELLS ARE CLEAN AND FREE OF DEBRIS. REPRESENTATIVE. 5. OBSERVE ALL GROUTING OPERATIONS, CHECK THAT ALL CELLS ARE FILLED SOLID, IF IN DOUBT TEST WITH HAMMER TO VERIFY WORK. FIELD DRILLED HOLES THROUGH THE CHORD MEMBERS SHALL BE ALLOWED. 7. THE SPECIAL INSPECTOR SHALL NOT MAKE DESIGN DECISIONS, DIRECT THE CONTRACTOR'S WORK, NOR BE RESPONSIBLE FOR THOSE CELLS ARE FILLED SOLID. B. CONCRETE 16. ALL JOISTS AND JOIST GIRDERS SHALL BE SHOP COATED WITH A LIGHT GREY PRIMER. SURFACE PREPARATION CONSTRUCTION MEANS AND METHODS. SHALL BE SSPC-SP6 CLEANING. 8. THE SPECIAL INSPECTOR MAY SEND AFULL-TIME EMPLOYEE AS HIS AUTHORIZED REPRESENTATIVE TO THE PROJECT, BUT THAT A 1. CONCRETE PROPORTIONING, MIXING, TRANSPORTING, PLACING, AND CURING SHALL BE PER ACI 301. PERSON SHALL BE KNOWLEDGEABLE AND HAVE A COLLEGE DEGREE IN ENGINEERING OR HAVE A MINIMUM OF TEN YEARS OF 2. U.N.O. CONCRETE SURFACES SHALL CONFORM TO TOLERANCE LIMITS PER ACI 117. EXPOSED EXPERIENCE IN THE STRUCTURAL SYSTEM BEING USED. 700 Milam Street ARCHITECTUAL CONCRETE SHALL COMPLY WITH ACI 303R-91, AND THE SPECIAL E. ROOF DECK Suite CONTRACTOR RESPONSIBILITIES Houston SOF THE SPECIFICATIONS. TX 77002 3. ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED AND SHALL MEET THE 1. THE DESIGN OF STEEL DECK SHALL BE BY A DELEGATED ENGINEER. THE DESIGN IS TO BE SIGNED AND SEALED NOTE 1 Telephone 713.228.8050 REQUIREMENTS OF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. THE DECK SHALL BE DESIGNED FOR ALL 1• THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS NOTICE TO THE THRESHOLD BUILDING INSPECTOR PRIOR TO THE NEED Gensler Facsimile 713.229.9343 AND 2004 FLORIDA BUILDING CODE. FOR ANY INSPEC110N ON SITE. � GRAVITY LOADS, WIND LOADS AND CONCENTRATED LOADS. THE DECK SHALL BE THE DEPTH AND GAGE NOTED 2. THE CONTRACTOR SHALL PROVIDE THE THRESHOLD BUILDING INSPECTOR A COPY OF ALL PERMIT DOCUMENTS, REVIEWED AND NATIVE CLAY SKIRT, CONC SHALL ALSO CONFORM TO THE FOLLOWING REQUIREMENTS: ON THE DRAWINGS. THICKNESS PER NOTE 1 -� APPROVED SHOP DRAWING SUBMITTALS, TEST REPORTS, SHORING AND RE-SHORING PLANS, AND OTHER ITEMS THAT MAY BE REQUIRED COMPRESSIVE STRENGTH TYPE AGGREGATE + WATER/CEMENT 2. ALL METAL ROOF DECK SHALL BE FASTENED TO THE STEEL SUPPORT AT END OF PANEL AND AT ALL INTERMEDIATE FOR THE THRESHOLD BUILDING INSPECTOR TO COMPLY WITH THIS STRUCTURAL INSPECTION PLAN. 12 @ 28 DAYS AIR ENTRAINMENT USAGE RATIO (MAX.) SUPPORT WITH 5/8" DIAMETER PUDDLE WELDS WITH 36/9 PATTERN (MINIMUM). SIDE LAPS OF ADJACENT PANELS 3. THE THRESHOLD INSPECTOR DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO COMPLY WITH THE CONTRACT NOTE 1 3000 . . . . . . . . . . . . NORMAL WEIGHT. . . . . . . . SLAB ON GRADE (U.N.O.), . . . . . . . . . .55 SHALL BE FASTENED WITH #10 TEK SCREWS AT 12" ON CENTER (MAXIMUM). DOCUMENTS. THE CONTRACTOR HAS THE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS AND THE COSTS OF GRADE BEAMS RECTIFYING THOSE DEVIATIONS. 3. THE HANGING OF ANY LOADS FROM THE ROOF DECK IS PROHIBITED. 4. THE CONTRACTOR MAY CORRECT WORK PERFORMED IN NONCOMPLIANCE WITH THE CONTRACT DOCUMENTS OR CONTRACTOR MAY 3000 . . . . . . . . . . . . LIGHT WEIGHT (113 PCF) . . . FILL ON COMPOSITE METAL DECK . . . . . .55 ISSUE TO THE DESIGN PROFESSIONAL A REQUEST OF ACCEPTANCE OF THE DEVIATION. - (UNO) 4. NO OPENINGS SHALL BE PERMITTED IN THE ROOF DECK UNLESS SPECIFICALLY CALLED FOR AND DETAILED ON THE 5. CONSTRUCTION PERFORMED WITHOUT INSPECTION MAY REQUIRE TESTING OR MAY NEED TO BE REMOVED AS DETERMINED BY THE DESIGN PROFESSIONAL 4000 III . . . . . . . . . . . . NORMAL WEIGHT. . . . . . . . FOOTINGS, WALLS . . . . . . . . . . . . .5 STRUCTURAL PLANS. 6. INSTALLATION OF ALL SHORING AND RE-SHORING SHOP-DRAWINGS PREPARED BY THE SHORING ENGINEER. THE SHORING ENGINEER , AND PROVIDE A WRITTEN REPORT TO THE WATERPROOFING AND 5000 OR HIS AUTHORIZED REPRESENTATIVE SHALL INSPECT THE SHORING AND RE-SHORING NORMAL WEIGHT. . . . . . . . STRUCTURED FLOORS, ALL OTHER 5. MECHANICAL EQUIPMENT SHALL NOT BE HUNG DIRECTLY FROM DECK. III DAMPROOFING PER CONCRETE UNLESS NOTED OTHERWISE THRESHOLD INSPECTOR PRIOR TO ALL CONCRETE POURS. / ARCH. DRAWINGS AND 6. DECKING CONTRACTOR SHALL COORDINATE DECK OPENING SIZES AND LOCATIONS FROM MECHANICAL AND 7. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIALTY ITEMS SUCH AS GLASS SLIDING DOORS AND WINDOWS, AND / SPECIFICATIONS Remington Hotels, LP 4. CONCRETE PROTECTION FOR REINFORCEMENT, INCLUDING PRIMARY, STIRRUPS, TIES, ETC., SHALL BE ARCHITECTURAL DRAWINGS. THE DECKING CONTRACTOR SHALL PROVIDE HEADER MEMBERS OR REINFORCEMENT BALCONY AND STAIR GUARDRAILS. THESE SHOP DRAWINGS MUST BE DESIGNED, SIGNED, AND SEALED BY A REGISTERED FLORIDA i � PROFESSIONAL ENGINEER AND BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. = L BACKFILLProject Manager AS NOTED BELOW, OR PER ACI 318 FOR CONDITIONS NOT NOTED: 8. THE CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR WITH SHOP DRAWINGS, APPROVED MIX DESIGNS, CURRENT REVISED (NOTE 2) 14185 Dallas Parkway CARBONATE AGGREGATES 7. ALL ROOF DECK PANELS SHALL HAVE A MINIMUM WIND PRESSURE CAPACITY IN EXCESS OF THAT NOTED ON THE DRAWINGS, SKETCHES, ETC. ' Suite 1150 LIGHTWEIGHT AGGREGATES WIND PRESSURE DIAGRAMS. � � 12 Dallas, Texas 75254 CONCRETE PLACED AGAINST SOIL . . . . . . . . . 3 INCHES 3 OWNER RESPONSIBILITIES , �T FOOTINGS OR PIERS . . . . . . . . . . . . . . . . 3 INCHES //UNDISTURBED I NOTE 1 Thornton Tomasetti G. STRUCTURAL STEEL 1. THE OWNER SHALL ARRANGE FOR THE GEOTECHNICAL ENGINEER TO PROVIDE INSPECTION SERVICES TO MONITOR THE PREPARATION BASEMENT WALLS 2 INCHES (EXTERIOR) CONTINUOUS FOUNDATION 1 INCH (INTERIOR) 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING i OF THE FOUNDATION BEARING SURFACE AND PILE FOUNDATION ELEMENTS. � - DRAWINGS AND SPECIFICATIONS DRAIN PER PLUMBING Structural Engineer 2. THE OWNER SHALL ARRANGE FOR AN INDEPENDENT TESTING LABORATORY TO PROVIDE FOR MATERIAL SAMPLING AND TESTING 12750 Merit Drive GRADE BEAMS (FORMED). . . . . . . . . . . . . . 3 INCHES (BOTTOM) (NOTE 1)2 INCHES (SIDE) ASTM A572, GRADE 50, TYPICAL SERVICES REQUIRED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE. IIISuite 750 SOIL OR ROCK ASTM A36, PLATES, ANGLES, AND MISCELLANEOUS FRAMING, U.N.O. 3. THE OWNER SHALL ARRANGE AND ENSURE THAT ALL NECESSARY CONSTRUCTION DOCUMENTS, UPDATED AND LATEST 2 INCHES (TOP) � Dallas, Texas 75251 ASTM A588, GRADE 50, WHERE NOTED INFORMATION, CURRENT DRAWINGS, APPROVED SHOP DRAWINGS, LATEST SKETCHES AND ANY OTHER TYPE Of CORRESPONDENCE BEAMS & COLUMNS • . • . . . . • 1 1/2 INCHES TOP OF PAVING SLABS ON GRADE. . . . . . . . . . . . . . . . . . 2 INCHES (TOP) 2. ALL STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A501 OR A53. WHICH MAY AFFECT THE INSPECTIONS BE FURNISHED TO THE SPECIAL INSPECTOR IN A TIMELY MANNER. OR GRADE ELSEE PLAN Thompson Company ARCHITECTURAL CONCRETE. . . . . . . . . . . . . 2 INCHES 3. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B. THRESHOLD (SPECIAL) INSPECTOR RESPONSIBILITIES -III � MEP Engineer 5. JOINTS NOT SHOWN SHALL BE MADE AND LOCATED TO LEAST IMPAIR STRENGTH AND APPEARANCE OF 4. ALL CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL CONFORM TO ASTM A325, U.N.O. t. PRIOR TO STARTING WITH HIS WORK, THE SPECIAL INSPECTOR AND HIS AUTHORIZED REPRESENTATIVE, IF APPLICABLE, SHALL - 50 Technology Parkway, South STRUCTURE, AS APPROVED. NO HORIZONTAL JOINTS SHALL BE PERMITTED IN CONCRETE EXCEPT WHERE ATTEND APRE-CONSTRUCTION MEETING AT THE OFFICE OF THE STRUCTURAL ENGINEER OF RECORD FOR THE PURPOSE OF BECOMING I Norcross, GA 30092 THEY NORMALLY OCCUR OR WHERE NOTED. VER11CAL JOINTS SHALL OCCUR NEAR CENTERS OF SPANS AT 5. SHEAR CONNECTORS SHALL BE 3/4 INCH HEADED STUDS PER ASTM A108 AND SHOULD TERMINATE 1 INCH BELOW FAMILIAR WITH THE SPECIFIC STRUCTURAL COMPONENTS AND SYSTEMS WHICH HE WILL BE RESPONSIBLE FOR INSPECTING. LOCATIONS APPROVED. THE TOP OF THE SLAB U.N.O. 2. THE SPECIAL INSPECTOR SHALL INSPECT ALL STRUCTURAL SYSTEMS NOTED BELOW AND IN COMPLIANCE WITH THOSE LISTED UNDER THE "GENERAL" HEADING. 6. HORIZONTAL JOINTS BETWEEN ANY TWO CONCRETE PLACEMENTS SHALL BE PREPARED BY ROUGHENING THE 6. HEADED STUDS SHALL COMPLY WITH ASTM A108, AND SHALL BE AUTOMATICALLY END WELDED PER THE UNIFORMLY OF THE CONCRETE IN LEAVING NO LAITANCENLOOSENED OPARTICLES OR DAMAGED D CONC ETE. APPROVED MANNER SSHALL BE EXPOSED MANUFACTURER'S RECOMMENDATIONS. SOIL/FOUNDATION PREPARATION 7. WELDING OF STRUCTURAL STEEL SHALL BE PER AWS D1.1, LATEST EDITION. E70T4 AND E70T7 ELECTRODES SHALL 7. CONFlJCTS BETWEEN SCHEDULED AND PLAN OR SECTION DIMENSIONS FOR CAST-IN-PLACE CONCRETE NOT BE USED FOR ANY WELDING CONDITION. 1. THE GEOTECHNICAL ENGINEER OF RECORD FOR THE PROJECT SHALL BE RETAINED BY THE OWNER TO MONITOR THE SITE MEMBERS SHALL BE COORDINATED WITH THE STRUCTURAL ENGINEER. PREPARATION ACTIVITIES. FOUNDATION BEARING SURFACES AND PILE FOUNDATION ELEMENTS. 8. WHERE FILLET WELD SIZE IS NOT INDICATED ON WELD SYMBOL, FILLET SIZE SHALL BE 1/16th INCH SMALLER THAN 2. THE GEOTECHNICAL ENGINEER SHALL PROVIDE THE THRESHOLD BUILDING INSPECTOR WITH DAILY REPORTS AND A SUMMARY Consultants to Remington Hotels, LP 8. FOR SLABS ON GRADE, THE MAXIMUM SPACING FOR CONTRACTION AND/OR ISOLATION JOINTS SHALL THE THICKNESS OF THE THINNER OF ELEMENTS TO BE WELDED. BE AS NOTES ON PLANS. THE MAXIMUM DISTANCE BETWEEN CONSTRUCTION AND/OR ISOLATION JOINTS REPORT INDICATING THAT THE FOUNDATION BEARING SURFACE IS PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 01 TYP CANTILEVERED WALL CONSTRUCTION SHALL BE 80'-0'. U.N.O. ISOLATION JOINTS SHALL BE PROVIDED AT COLUMNS. PROVIDE SLAB ON GRADE 9• ALL EXPOSED STEEL CONNECTIONS SHALL BE WELDED, U.N.O. GEOTECHNICAL REPORT, SUCH THAT THE FOUNDATIONS FOR THE PROJECT WILL FUNCTION AS INTENDED. SCALE: NONE CEI EngineeringAssociates Inc. AS NOTED ON PLANS. PROVIDE ADEQUATE MEANS OF CHAIRING AND ACCESSORY STEEL AS REQUIRED 3. THE INDEPENDENT TESTING AGENCY RETAINED BY THE OWNER SHALL MONITOR BACKFILL AND COMPACTION OPERATIONS AND � 10. FABRICATION OF STRUCTURAL STEEL SHALL BE PER AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS AND PROVIDE THE THRESHOLD BUILDING INSPECTOR WITH REPORTS DOCUMENTING THE OPERATIONS HAVE BEEN PERFORMED IN TO SECURE POSITION. AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. ACCORDANCE WITH THE GEOTECHNICAL REPORT AND THE CONTRACT DOCUMENTS. NOTES Civil Engineer SLAB FLATNESS CRITERIA TO BE Ff-35 F -25, REF. 4475 U.S. 1 South 4. ALL INSPECTION AND TESTING REPORTS PROVIDED TO THE THRESHOLD BUILDING INSPECTOR SHALL BE SIGNED AND SEATED BY A 1. THICKNESS, SLOPE, EXTENT, DIMENSION, OR CONFIGURATION SHALL BE AS Suite 301 9. PROVIDE 3/4" CHAMFER AT ALL CAST IN PLACE COLUMN, WALL AND CURB CORNERS UNLESS SHOWN 11. THE DESIGN OF ALL STEEL CONNECTIONS SHALL BE BY A DELEGATED ENGINEER. THE DESIGN IS TO BE SIGNED FLORIDA REGISTERED PROFESSIONAL ENGINEER. RECOMMENDED BY GEOTECHNICAL CONSULTANT. SEE GENERAL NOTES. St. Augustine, FL, 32086 OTHERWISE BY THE ARCHITECT. AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. ALL CONNECTIONS SHALL BE 2. BACKFILL SHALL BE AS APPROVED AND SPECIFIED BY GEOTECHNICAL DESIGNED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE LOADS NOTED. U.N.O. BEAM TO BEAM AND FOOTINGS CONSULTANT. DESIGN PRESSURE OF 40 PCF IS BASED ON CLEAN GRAVEL 10. ALL CONCRETE REINFORCEMENT SHALL BE OF DOMESTIC MANUFACTURE AND SHALL CONFORM TO ASTM A615, BEAM TO COLUMN SHEAR CONNECTIONS SHALL BE DESIGNED FOR THE SHEAR CAPACITY OF THE CONNECTED BEAM, FILL PER GEOTECH REPORT, IN THE ACTIVE, DRAINED STATE. L80 A. Dal GRADE 60, U.N.O. HEADED STUDS SHALL COMPLY WITH NOTE G6 BELOW. OR THE REACTION INDICATED ON THE PLAN, WHICHEVER IS GREATER. THE SHEAR CAPACITY SHALL BE DEFINED AS y EQUAL TO 1/2 OF THE TABULATED ALLOWABLE UNIFORM LOADS GIVEN IN PART 2, TABLE "ALLOWABLE LOADS ON BEAMS" 1. REVIEW SIZE AND CONFIGURATION OF FOOTINGS FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. 2. REVIEW SIZE, PLACEMENT, AND CLEARANCES OF REINFORCEMENT FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. Interior Designer 11. DEFORMED BAR ANCHORS (NOTED DBA ON DOCUMENTS) SHALL BE NELSON D2L OR EQUAL AS APPROVED BY OF THE AISC MANUAL FOR ALL COMPOSITE BEAMS, THE ABOVE SHEAR CAPACITY MUST BE MUl11PLIED BY THE THE ENGINEER, AND SHALL CONFORM TO ASTM A108. DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY FOLLOWING FACTORS: 3. REVIEW DOWEL REINFORCING AND DOWEL LENGTHS SUCH THAT LAP SPLICES WILL BE IN COMPLIANCE WITH THE CONTRACT The Offices at Mockingbird END WELDED PER THE MANUFACTURER'S RECOMMENDATIONS. WHEN APPROVED BY THE ENGINEER PRIOR TO DOCUMENTS. Station FABRICATION, DEFORMED REINFORCEMENT CONFORMING TO ASTM A706, GRADE 60 MAY BE SUBSTITUTED FOR W8 AND W10. . . . . . . . . . . . . . . . . . . . .FULL CAPACITY OF WEB 4. VERIFY THAT REINFORCING IS SUPPORTED AND TIED SUCH THAT IT WILL NOT BE DISPLACED DURING THE CONCRETE POUR. 20-o 5307 5307 East Mockingbird Lane DEFORMED BAR ANCHORS, PROVIDED THE WELDING REQUIREMENTS OF ANSI/AWS D1.4 ARE SATISFIED. W12 AND W14 . . . . . . . . . . . . . . . . . . . 2.3 0 CORNER 133 PSF Suite 400CORNER W16 AND W18 . . . . . . . . . . . . . . . . . . . 1.9 Dallas, TX 75206 12. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. W21 AND W24 . . . . . . . . . . . . . . . . . . . 1.75 W27 AND W30 . . . . . . . . . . . . . . . . . . . 1.55 STRUCTURAL CONCRETE 7//7 13. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO ACI 315. W33 AND W36 . . . . . . . . . . . . . . . . . . . 1.45 1. MONITOR THE SERVICES OF THE INDEPENDENT TESTING LABORATORY RETAINED BY THE OWNER TO ASSURE THAT CONCRETE 14. WHEN PERMITTED, WELDING OF REINFORCEMENT SHALL BE PER ANSI/AWS D1.4. 12. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS PROHIBITED WITHOUT PRIOR APPROVAL CYLINDERS ARE TAKEN IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ( O 15. REINFORCING BARS MAY BE SPLICED ONLY AS SHOWN ON THE DRAWINGS EXCEPT THAT REINFORCING 13. ALL STEEL BEAMS SHALL BE ERECTED WITH CAMBER AS INDICATED ON DRAWINGS, AND ALL BEAMS SHALL BE 2. REVIEW CONCRETE CYLINDER TEST REPORTS PROVIDED BY THE INDEPENDENT TESTING LABORATORY TO ASSURE COMPLIANCE WITH Issue Date a Issue Description By Check THE CONTRACT DOCUMENTS. i 05.26.E ISSN F� PHASE 1 OaIS1RU�ll�1 DESIGNATED AS "CONTINUOUS" MAY BE LAP SPLICED 38 BAR DIAMETERS. LAP SPLICES OF CONTINUOUS ERECTED WITH NATURAL CAMBER UP. ' 3. THE OWNERS RETAINED TESTING LABORATORY SHALL OBSERVE PLACEMENT OF CONCRETE VERIFYING THAT CONCRETE IS PLACED IN 98 PSF REINFORCEMENT IN BEAMS AND TWO-WAY SLABS SHALL BE MADE OVER THE SUPPORT FOR BOTTOM BARS AND / EDGE A 0&11,06 MW FM MM 2 PRM MRTLY D PE AT MID-SPAN FOR TOP BARS. 14. NO SHORING OF STEEL BEAMS IS PERMITTED UNLESS INDICATED ON THE PIANS, OR WITH SPECIFIC PRIOR APPROVAL. ACCORDANCE WITH THE REQUIREMENTS OF ACI 318, THAT CONCRETE IS NOT SUBJECT TO SEGREGATION DURING PLACEMENT, AND THAT 12.0&06 �� FMM� I GW CONCRETE IS CONSOLIDATED PROPERLY DURING PLACEMENT. THE REPORTS SHALL BE REVIEWED BY THE THRESHOLD ENGINEER. 12M06 FM POW RENSI�1 16. ALL SLEEVES, INSERTS, ANCHORS, AND EMBEDDED ITEMS REQUIRED FOR ADJOINING WORK SHALL BE15ERECT METAL FLOOR DECK PER MANUFACTURER'S RECOMMENDATIONS4. PERIODICALLY REVIEW CONCRETE PLACEMENT, CONSOLIDATION, AND GENERAL CONSTRUCTION PROCEDURES TO ENSURE THAT THE . . VERIFIED BY CONTRACTOR AND SHALL BE IN PLACE PRIOR TO CONCRETING. TESTING LABORATORY IS ADEQUATELY MONITORING THESE OPERATIONS. 62 PSF TOWER 10'-0" 16. STRUCTURAL STEEL SHALL BE SHOP-PRIMED PER SSPC PAINT SYSTEM N0. 7.00. SURFACE PREPARATION SHALL 17. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE ARCHITECTURAL PLANS BE PER SSPC SP2 (HAND TOOL CLEANING) OR SP3 (POWER TOOL CLEANING). PRIMER SHALL BE SSPC PAINT REINFORCING STEEL / AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCEMENT OF SHOP DRAWINGS. N0. 13, IRON OXIDE, WITH A MINIMUM DRY FILM THICKNESS OF 2.0 MILS. OMIT PRIMER AT SURFACES TO BE BE WELDED, AT CONTACT SURFACES OF SUP-CRITICAL BOLTED CONNECTIONS, AT SURFACES TO BE FIREPROOFED, 1. PRIOR TO THE CONCRETE PLACEMENT, INSPECT GRADE SIZE AND QUANTITY, CONFIGURATION AND SPACING OF REINFORCEMENT AND AT SURFACES TO BE IN CONTACT WITH CONCRETE OR GROUT. TOUCH UP BOLT HEADS, NUTS, FIELD WELDS, USING THE CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS. REPORT ANY DISCREPANCY WITH THE DOCUMENTS AND C. CONCRETE MASONRY UNITS AND ABRASIONS IN SHOP PRIMER WITH SAME PAINT. CONFIRM IF THE PROPER REPAIRS ARE MADE PRIOR TO CONCRETE PLACEMENT. 1. ALL CONCRETE MASONRY UNITS SHALL BE ASTM C90 TYPE 'I' (LIGHT WEIGHT), 17. EXPOSED ARCHITECTURAL STEEL SHALL BE PRIMED AND PAINTED AS SPECIFIED, USING AN APPROVED SSPC PAINTING 2. CHECK MINIMUM CLEARANCE REQUIREMENTS FROM CONCRETE SURFACES. (ASSEMBLY COMPRESSIVE STRENGTH Fm = 1900 PSI MIN.) SYSTEM RECOMMENDED FOR ENVIRONMENTAL ZONE 16, AS DEFINED IN TABLE 3 OF THE SSPC PAINTING MANUAL. 3. CHECK THAT ALL REINFORCEMENT IS ADEQUATELY SUPPORTED AND PED TO RESIST SHIFTING DURING PLACEMENT. 18. ALL STEEL EXPOSED TO BE WEATHER SHALL BE GALVANIZED. 4. VERIFY THAT ALL REBAR SURFACES ARE FREE OF EXCESS RUST OR OTHER COATINGS THAT MAY AFFECT THE BONDING CAPACITY. 2. 28-DAY GROUT STRENGTH SHALL BE 2000 PSI MINIMUM. 5. CHECK ALL SPLICE LOCATIONS AND REQUIRED SPLICE LENGTH AS PER CONTRACT DOCUMENTS. 19. IF ANY DISCREPANCIES BETWEEN SPECIFICATIONS, NOTES AND DRAWINGS ARE NOTED, THE MORE STRINGENT 6. CHECK INSTALLATION Of HOOKED BARS AS PER CONTRACT DOCUMENTS. 3. MORTAR SHALL BE TYPE 'S' OR V. REQUIREMENT GOVERNS. 4. PROVIDE STANDARD JOINT REINFORCING AT 16" O.C. 20. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GR 50 U.N.O. / 77 PSF CORNER 5. LAP ALL REINFORCING BARS 60 BAR DIAMETERS. 21. UNLESS OTHERWISE NOTED, ALL SHOP CONNECTIONS SHALL BE MADE BY WELDING OR HIGH STRENGTH BOLTS. STRUCTURAL STEEL LOW-RISE 6. DOWELS INTO GRADE BEAMS OR FOOTINGS SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCING. 22• UNLESS OTHERWISE NOTED, ALL FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS CONFORMING TO 1. REVIEW WITH THE ERECTOR THE CONSTRUCTION SEQUENCE INCLUDING TEMPORARY AND PERMANENT BRACING REQUIREMENTS. ASTM A325. CONNECTIONS SHALL BE DESIGNED AS FULLY TENSIONED BEARING TYPE WITH THREADS IN SHEAR 2. CONFIRM WITH THE GENERAL CONTRACTOR THE ALIGNMENT AND PLUMBNESS OF THE MEMBERS OF ONE SEQUENCE BEFORE 7. GROUT MINIMUM OF TWO CELLS WITH SCHEDULED VERTICAL REINFORCING IN EACH CELL AT EACH SIDE PLANE. (TENSION CONTROLLED TWIST OFF BOLTS ACCEPTABLE.) ERECTOR PROCEEDS WITH THE NEXT SEQUENCE. , 30.5 PSF OF ALL OPENINGS. 23. UNLESS OTHERWISE NOTED, BOLTS SHALL BE 3/4" DIAMETER. HOLES SHALL BE 1/16" LARGER THAN BOLT SIZE, 3. VERIFY THAT ALL REQUIRED TESTING AND INSPECTIONS ARE COMPLETE BEFORE THE CONTRACTOR PLACES CONCRETE FILL ON 10 1_0• 8. ALL CMU WALLS SHALL BE LAID IN RUNNING BOND. UNLESS OTHERWISE SHOWN ON THE DRAWINGS. DECK AND BEAMS. / (TYP ) 24. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS PROHIBITED WITHOUT SPECIFIC PRIOR APPROVAL. BOLTED STEEL CONNECTIONS 25. STEEL FRAME IS NON-SELF-SUPPORTING. STEEL HORIZONTAL STRUTS AND VERTICAL BRACING ARE REQUIRED TO 1. REVIEW THE CONSTRUCTION DOCUMENTS TO INSURE ALL CONNECTIONS CONFORM TO THE APPROVED SECTIONS AND DETAILS D. STEEL JOIST AND JOIST GIRDER PROVIDE STABILITY FOR THE FRAME AND RESISTANCE TO WIND FORCES. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING REQUIRED TO MAINTAIN STABILITY OF STRUCTURAL SYSTEM UNTIL THESE ELEMENTS ARE IN 2. REVIEW WITH THE TESTING AGENCY THE BOLT TIGHTENING METHOD TO BE USED. REVIEW THE TESTING PROCEDURES AND PLACE. THE REPORTS REQUIRED BY SPECIFICATIONS WITH THE ERECTOR, GENERAL CONTRACTOR AND TESTING AGENCY. 1. THE DESIGN OF ALL STEEL JOISTS AND JOIST GIRDERS SHALL BE BY A DELEGATED ENGINEER. THE DESIGN IS TO 3. INSPECT ALL CONNECTIONS FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. VERIFY THE GENERAL FIT-UP, NUMBER, BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. ALL STEEL JOISTS 26. COLUMN ANCHOR BOLTS ARE DESIGNED FOR COMPLETE CONDITION ONLY. CONTRACTOR SHALL PROVIDE ALL SIZE, TYPE GRADE AND LENGTH OF BOLTS. \_52 PSF ,20^^0'^ AND JOIST GIRDERS SHALL BE DESIGNED IN ACCORDANCE WITH THE SJI SPECIFICATIONS. IN ADDITION TO THE STABILITY AREBRACING CEQUIRED TO MAINTAIN STABILITY UNTIL ALL BRACING ELEMENTS REQUIRED FOR STRUCTURAL WELDED STEEL CONNECTIONS: EDGE lop GRAVITY LOADS, STEEL JOISTS AND JOIST BRIDGING, AND JOIST GIRDERS, MUST BE DESIGNED FOR WIND AND MECHANICAL LOADS SHOWN ON THE MECHANICAL DRAWINGS. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF MISCELLANEOUS STEEL SHOWN ON THE STRUCTURAL DRAWINGS 1. REVIEW WITH THE TESTING AGENCY THE METHOD AND PRODUCES TO BE USED IN INSPECTING THE WELDS. REVIEW WITH ROOF UPLIFT PRESSUREf)HEET NOTES SUCH AS SHELF ANGLES, LINTELS, SUPPORT MEMBERS FOR CURTAIN WALL OR MASONRY AND EDGE ANGLES FOR OPENINGS THE ERECTOR, GENERAL CONTRACTOR AND TESTING AGENCY THE TESTS AND REPORTS REQUIRED BY SPECIFICATIONS. I Seal/Signature 2. ALL OPEN WEB STEEL JOISTS K AND LH SERIES, AND ALL OPEN WEB STEEL JOIST GIRDERS SHALL BE FABRICATED, AND PERIMETER CONDITIONS. IT IS THE INTENT OF THESE DRAWINGS THAT THESE ITEMS BE FIELD ATTACHED BY FIELD WELDING OR 2. ENSURE THAT DEFECTIVE WELDS ARE CLEARLY MARKED, REPAIRED AND REINSPECTED. FURNISHED AND ERECTED IN CONFORMANCE WITH THE STEEL JOIST INSTITUTE SJI STANDARD SPECIFICATIONS FOR FIELD BOLTING TO MEET TOLERANCES REQUIRED BY THE OTHER TRADES, THESE TOLERANCES MAY BE MORE STRENGENT THAN AISC TOLERANCES. � 3. ENSURE ALL WELDERS ARE CERTIFIED. OPEN WEB STEEL JOISTS, LATEST EDITION. 28. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE ARCHITECTURAL PLANS AND DETAILS AND REPORT ANY 4. INSPECT ASSEMBLED MATERIALS BEFORE WELDING FOR PROPER FIT-UP AND PREPARATION. � L DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCEMENT OF SHOP DRAWINGS. 3. ALL STEEL JOISTS AND JOIST GIRDERS SHALL BE DESIGNED IN ACCORDANCE WITH THE ABOVE REFERENCED SJI 5. REVIEW THE CONSTRUCTION DOCUMENTS TO INSURE ALL CONNECTIONS CONFORM TO THE APPROVED SECTIONS AND DETAILS SPECIFICATIONS. IN ADDITION TO THE GRAVITY LOADS, STEEL JOISTS, JOIST BRIDGING, AND JOIST GIRDERS MUST BE DESIGNED FOR THE WIND UPLIFT SHOWN IN THE WIND LOADING DIAGRAM ON IRIS DRAWING. H. LIGHT GAGE ROOF DESIGN CRITERIA STEEL DECK � 4. THE ENDS OF K SERIES JOISTS SHALL BEAR A MINIMUM OF 2 1/2" OVER STEEL SUPPORTS UNLESS OTHERWISE A. SHOP DRAWINGS: 1. CHECK STEEL DECK FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS. VERIFY GAUGE, MANUFACTURER AND SURFACE FINISH. ProjectName NOTED ON DRAWINGS. THE ENDS OF LH SERIES JOISTS AND JOIST GIRDERS SHALL BEAR A MINIMUM OF 4" OVER 1. SUBMIT SHOP DRAWINGS SHOWING COMPLETE INFORMATION FOR THE FABRICATION AND INSTALLATION OF ALL Seo Turtle Resat STEEL SUPPORTS UNLESS OTHERWISE NOTED ON DRAWINGS. SEATING ANGLES SHALL BE ADJUSTED TO PROVIDE LIGHT GAGE UNITS. INDICATE MEMBER DIMENSIONS AND CROSS-SECTION; LOCATION, SIZE AND GAGE. 2. INSPECT THE DECK FOR POSSIBLE DAMAGE DURING TRANSPORTATION, STORAGE AND ERECTION. LEVEL BEARING ON SUPPORT SURFACE. 2. SUBMIT COMPLETE DESIGN CALCULATIONS BEARING THE SEAL OFA REGISTERED ENGINEER IN THE STATE OF 3. VERIFY THAT THE DECK IS INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. CHECK LAY-OUT, LAPS / 78 PSF Ashford Hoepftdity Trust FLORIDA FOR REVIEW. CALCULATIONS SHALL INCLUDE COMPLETE STRESS HISTORIES FOR FLEXURE, SHEAR, FASTENINGS, CLOSURE PLATES, WELD PATTERN AND TOUCH-UP PAINTING. VERIFY THE OPENINGS IN DECK AND / CORNER ProjectNumber 5. ALL JOIST TO STRUCTURAL STEEL CONNECTIONS SHALL BE WELDED, EXCEPT AT COLUMNS WHERE FIELD BOLTED TORSION, AND BEARING; CAMBER AND DEFLECTION; AND OTHER INFORMATION REQUIRED TO VERIFY SUPPORTING FRAMES AND MEMBERS. CONNECTIONS SHALL BE USED TO PROVIDE LATERAL STABILITY DURING CONSTRUCTION. ALL K SERIES JOISTS CONFORMANCE WITH GOVERNING CODES. % 015635,000 SHALL BE CONNECTED TO SUPPORTS WITH A MINIMUM OF TWO 1/8" x 1" LONG FILLET WELDS, OR WITH TWO 3. SHOW LAYOUT, DIMENSIONS, REACTIONS ON BUILDING STRUCTURE AND IDENTIFICATION OF EACH UNIT TYPE. 4. CHECK FOR ALLOWABLE LOADING ON THE DECK DURING CONSTRUCTION. /� 43 PSF ICAD File Name 3/4" DIA. BOLTS. ALL LH SERIES JOISTS SHALL BE CONNECTED TO SUPPORTS WITH A MINIMUM OF TWO 1/4" x INDICATE WELDED CONNECTIONS BY AWS STANDARD SYMBOLS. DETAIL CONNECTIONS, AND JOINTS, 5. FOR CONCRETE FILL ON DECK, VERIFY THAT THE CONSTRUCTION JOINTS IN THE CONCRETE FILL ARE AT APPROVED LOCATIONS. / SOl-00 2" LONG FILLET WELDS, OR WITH TWO 3/4° DIA. BOLTS. ALL JOIST GIRDERS SHALL BE CONNECTED TO INCLUDING ACCESSORIES. I p„a;pyo„ SUPPORTS WITH TWO 3/4" DIA. BOLTS. 4. SHOW LOCATION AND DETAILS OF CONNECTION REQUIREMENTS RELATED TO REMAINING BUILDING CONSTRUCTION. 6. VERIFY INSTALLATION OF ALL WELDED WIRE FABRIC (W.W.F.), ADDED REINFORCING, EDGE ANGLES AND REBARS WELDED TO j � GENERAL NOTES EDGE ANGLES PER STRUCTURAL DRAWINGS. 6. EXTEND BOTTOM CHORDS OF JOISTS AND JOIST GIRDERS AT COLUMNS. B. FABRICATOR SHALL DESIGN LIGHT GAGE UNITS TO WITHSTAND LATERAL PRESSURES, GRAVITY LOADS, SHIPPING AND EREC110N STRESSES TO CONFORM TO DRAWINGS AND APPLICABLE CODES OF GOVERNING AUTHORITIES. SUBMIT DESIGN 7. ALL CUP ANGLES AND OTHER MISCELLANEOUS CONNECTIONS TO JOISTS SHALL BE SHOP WELDED. NOTES AS INDICATED ON DRAWINGS. � Scale 8. PROVIDE DIAGONAL BRIDGING BETWEEN JOISTS AS SHOWN ON STRUCTURAL DWGS. SPANNING PERPENDICULAR TO C. LIMIT DEAD LOAD PLUS LIVE OR WIND LOAD DEFLECTION TO SPAN LENGTH OVER 240. LIMIT LIVE LOAD DEFLECTION TO SPAN OVER 360. � THE JOIST CHORDS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE ANY D. DESIGN MODIFICATIONS MAY BE MADE ONLY AS NECESSARY TO MEET FIELD CONDITIONS AND TO INSURE PROPER FITTING OF WORK, AND ONLY AS ACCEPTABLE TO THE ARCHITECT. MAINTAIN GENERAL DESIGN CONCEPT SHOWN WITHOUT INCREASING OR DECREASING SIZE WALLS (+ OR - PRESSURES) CONSTRUCTION LOADS ARE IMPOSED ON THE JOISTS. BRIDGING MEMBERS SHALL BE DESIGNED IN ACCORDANCE Of MEMBERS OR ALTERING PROFILES AND ALIGNMENT SHOWN. WITH SJI STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS. S01000 SPECIFICATION FOR OTHER LIGHT GAGE DESIGN REQUIREMENTS. WIND LOADS 9. ALL BOLT HOLES FOR BRIDGING CONNECTIONS SHALL BE ROUND. SLOTTED HOLES ARE PROHIBITED. E. REFENERCE SPECIFICATION 02 COMPONENTS AND CLADDING SCALE: NONE 02005 Gensler i KEY NOTES ea u e esort Hotel ............. Ashford Hospitality Trust AX AY AZ A B C D E � G H J 10\ � 14185 Dallas Parkway 1'-0" 40,_4„ 13'_8" 13,_8" 13,_8„ 13,_8„ 13,_8" 13'-8" 13,_8„ 13,_8" 27,_2" 18,_8" 1'-0" 8" 71_6" Suite 1100 13'-4" 33'-6" Dallas, TX 75254 y; 2 08 S03.00 : ......: o A 0 0 A a - ....... ............. -I I I I I I I I I I I I I •/ ............ II --.... ........... .... ........................ '^A -•w>::,,,.,,..,.•< <r^;;:--<-..,<-,z rY• <k•...;,, :e•�iY..::::,: u'^!--•"^�^"^r:�ike,:,,_..,,;.a.,,..�' .. _x.•.r-;x._¢____.—._-f; k-M:•m=">^•^'+m+':•-�^�*K 3�"^�' of '^•A. __ _ _ _ r�-�•••-_ 1 , • ................... .............- ................... _ 2 CUT SLAB 5"x12" 1 „ x 8 OPENI G IN EXISTING 700 Milani Street F X. CUT ONE TOP SHEAR WALL L CATE REBAR � REBAR (MAX.) '' CUT ONE VERT] AL BARSuite 400 N ! (MAX.)( ) r ? Houston00 TX 77002 I MID.)00 ti I 00 Y� CUT SLAB 5"x12" 2 Telephone 713.228.8050 F CUT ONE TOP iensl4ar Facsimile 713.229.9343 s i REBAR (MAX.) .. i f s N , II a\ f 1 . 9 ;Y �4 E v , _........._....... _..... .... a 2 , , Ix , f , < J .. p ® . , ............. .. E f \ s ........ ............... ................. 00 G' r �.. .1 \,�` .-- I. ... ......�.........-..... ,....-.. , ....: ........ ...........E ........._ ... .... ... �e,,.i �y ...... ......... r .. .. .v .. �, .� ..... .. ... ......... ..-.. t....... .. ..... i, — — — — — — — — — — , , , is K /r :.. ........... , ,..,.. �<r , ........... , w r -- _- ; v F : n Hotels, LP Rm " : < > , Remington r r �� \ :' w.. F 11 i . z .. .. , e � v r. , , .............. ........................ Project Manager f . _. s Par3 kway 141 D 11 ................ ...... 85 a a ii X Y' < l .........::.. ' .......... 2 Suite 1150 3. 1 as 75254 Dallas, r .. . E r< ; . - - - N ................ —f .......... ..1 ,x Lo F Thornton Tomasetti M W N X "T 2 i y co i " � Structural Engineer x Y , ngin < CUT SLAB 5"x1 2 _ - 12" "x 8 OPENJNO IN EXISTING ' ' 12750 Merit Drive CUT ONE TOP y , SEAR 11V911._ L GATE REBAR k REBARC.W7 ONE , RTI BAR (MAX.) Suite 7502 2 2 (MAX.)( ) 0 2 ( 0 Dallas, Texas 75251 r (TYP.) , "'i E i1 is : !i A —............ it : .. he >,+uoe4�!> ,rx x , e R� : ...........• 3. 9jmwwx�expuoex<'y,ow+eeeweumwu.' i : .............. 4 r . Thompson Company nip I 0 08 S03.00 ; 0 2 2 2 2 2 = `_ ✓ : I MEP Engineer 0 a a " 0 50 Technology Parkway, South (3) 1 1/2 DIA. CORES (MAX) I �� ' Y' THRU WALL. ( ) 0 Norcross, GA 30092 ; CRITICAL NOTE: EE 18/SO4.01 BELOW LEVEL / 2 :...�-...... ..., 1 .:.._.. r.:: .: .... .. ........ 00 Consultants to Remington Hotels, LP CEI Engineering Associates, Inc. Civil Engineer 4475 U.S. 1 South Suite 301 St. Augustine, FL 32086 Leo A. Daly Interior Designer The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 Issue Date&Issue Description By Check 12.06.06 ISSN FOR PHASE 1 GIS - A 122206 ISSUE FOR POW REIASION SHEET NOTES Seal/Signature dLo I �y 1 IProject Name Sea Turtle Resort Ashford Hoq tdity Trust IProject Number 02.5635.000 CAD File Name S02-05 IDescription FRAMING PLAN LEVEL 3-8 1 Scale 0 2' 4' 8' 16' S02mO5 02005 Gensler KEY NOTES ea u e eso Hotel 0 0 4 rt CD Ashford Hospitality Trust AX AY AZ A B C D E F G H J K � � 14185 Dallas Parkway 8w 7' 16-,0" 400_4" 130_8" 130_8" 13,_8„ 13,_8,. 13,_8„ 13,_8„ 13,_8„ 139_8" 27,_2M 181_8" i_On J. J. J. J. J. Suite 1100 13'-4" - - 8'-6" - - Dallas, TX 75254 0 0 � LIGHT GAG o C) ROOF TRU SES 3 EQ. SPA. o 0 — � I I i I I I I I I I I I I I I I I ............................................................ .......................................... ..... ................................................................................................................................................................................. .................................................................................................................................................................................................................................................................................................................................................................. .............................................................. ....................................................................... ....................................................................... ..................................................................................................... -- —= — - - - - — — — — — 1 _ - - - I — I I \ I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 700 Milam Street I I I I t I I I i I I I I I I I I I I I I I 01 SO4.00 Suite 400 r it I I I I I I I I Houston TX 77002 °O o - - I I I I Telephone 713.228.8050 ien e► Facsimile 713.229.9343 ___F r 02 SO4.00 I I I I i t I I I I I I EXISTING CONCRETE I I I I I I I I II I I I ROOF STRUCTURE I I I I I I A — II II------ 1 . 9 W1 Ox22 2 02/S2i I I I I I I I I I� III I I I I I I I I I I I I 09 AIR HANDLER Q I I I I I I I I' I ( � I I--------.�I 6,00 s AIR HANDLER (3,200 POUNDS I III I I W10x30I ( 0 POUND c„ I I I I I I I T I I ( I I I I I I I I MAX.) - - 03 SO4.00co L J LJ LJ LJMAX. LJ ..... ................ o I w 04 : N N -N `� `4 o I { CHILLER i (15,400 POUNDS -- - - -- _ - m MAX.) m m I_ ` m m m m I . ��.. a - Remington Hotels, LP �- -- - 6 TALL II III III II II II I _ II II II II f II II II II —— II II CURB W10x22 SEE 08/S4.01 I - °-T:�i I - - Project Manager ........ ........ .... .... — — _ ._ � I I 150 3 85 Dallas Parkway I I I 1 1 I I I I 02 SO4.00 I I I I I 06 SO4.01 I I �— - - - Suite 1 — — — — — — — — — — — — — - — as 75254 3 I - - ---- - - -- - - - -- --- 3Dallas, Tex � II Ii II II II II II II II II CSI I 14" WIDE W10x30 2,_on i II II II CURB II II II II II II I II i • r. N - - - - I I I I I I I I I I I I I I I I I I I ! I - - Thornton Tomasetti _ I I Structural Engineer I 'I 12w WIDE ( I III I I I II _ o I I 12750 Merit Drive I I I I I I 1 0 0 01/SO4.00 I I I + r CURB + + + 05 SO4.01 + I + + t t t I I I I N I 24-1 WIDE I I I I I I I I I I ( I I I I I I I ( � _ Suite 750 - CUB I I I I I v Dallas, Texas 75251 _ I I _7_ — - --_ - -- -- _ .. .. .... . ..... .. ... . ...... 3. 9 4 ......... ......... .,I ........................... ........... .. ............. . ...............................................: % I I I I I I Thompson Company / I , — — — MEP Engineer � i 50 Technology Parkway, South Norcross, GA 30092 C) ' I con I I I I «� I I I I t o cn I 0 0 t t 0 O Consultants to Remington Hotels, LP N gt O ROOF PLAN CEI Engineering Associates, Inc. g g SCALE: 1/8 = 1'-0" Civil Engineer 4475 U.S. 1 South Suite 301 St. Augustine, FL 32086 PLAN NOTES 1. GALVANIZE ALL FIELD CON TIONS TO BE BOLTED OR Leo A. Daly GALA ZE ALL STEEL, IEL NEC SCREWED. TOUCH UP DAMAGED GALV. WITH ZINC RICH PAINT. 2. TYPICAL SPACING OF LIGHT GAGE ROOF TRUSSES Interior Designer IS SHOWN. LAYOUT OF TRUSSES AT CORNER CONDITIONS The Offices at Mockingbird MAY VARY AS REQUIRED BY MANUFACTURER. COORDINATE Station LAYOUT WITH ENGINEER. 5307 East Mockingbird Lane 3. DESIGN ALL LIGHT GAGE TRUSSES FOR 20 PSF SUPERIMPOSED DEAD � 400 - j` LOAD, 20 PSF LIVE LOAD, AND WIND LOADS PER THE DIAGRAM � Suite IN THE GENERAL NOTES. Dallas, TX 75206 4. PLACE ALL OAU UNITS ON CURB ABOVE MASONRY WALLS. A i ( � Issue Date$Issue Description By Check I J 0 Cn o�.1a06 ADDEI�OIJM 1-2 INCLUDE IN o�'�`� ADDEM 1-6 BASE �D ____ __=X77.X�K _ 4 1206.06 ISSUE FOR PHASE 1 OW 122206 ISSUE FOR Peau REVISION v... j................. !I PC I I I XI I :.............. .... z 1.5B x I 0 GA. I — I ` — — t— I 2. 2 I I w -- METAL PECK W10 X X 1 -0 o 0 .. ........... C) C �— z 5. 0 5-0 °O JL3x3x _ _ ....._ .._...... �...... ,_ _ —,o ,� BRACE 33 _W1 o a — ....... . .... . .. ... .: 3. 1 cD H N �.' N ——_—— o I 0 SO4. 1 + o _T_ GC VERIFY IN FIELD W1 a 3 SPACING OF GROUT ...........:::. I AND REINF. IN WALLS I'`. ;I i BELOW 0 0 0 V CD 0 ALTERNATE PARTIAL ROOF PLAN @ PENTHOUSE SCALE: 1/8" = 1'-0" (BASE BID AS NOTED) SHEET NOTES Seal/Signature 0� IProject Name Sea Turtle Resort Ashford HospUlty Trust IProject Number 015635.000 CAD File Name S02-09 lDescription ROOF FRAMING PLAN Scale A , 0 0 2 4 8 16 S02n09 02005 Gensler KEY NOTES Sea Turtle Resort Hotel 1 1/2" Ashford Hospitality Trust p ty 14185 Dallas Parkway ,,, SEE PLAN F g" g" 0 2D OR Suite 1100 Z LOCATION OF z 1'-0" MIN. M CENTERLINE -J 1-#4 C T. Dallas, TX 75254 FOR SLAB, L 3 z REINFORCING EDGE OF GRADE BE SEE PLAN ,,� FOR REINFORCING, w c� SEE GENERAL S AND SLAB SEE GENERAL NOTES w w zQ w �w � T/SLAB EL., T/SLAB EL., FOR SLAB SEE PLAN SEE PLAN SEE PLAN' i � SEE PLAN FOR / P LAN o • o W a. Q COLUMN I / / 'l a t. w m LL1LLJ 2-#4 EACH SIDE — 2-#4 EA. SIDE �, 1 ...;.. W J µ. ..�•., '•'' .t L l i.•:. tet.. LLJ \ ..�\ rt•1.• `'/^' .t `ti. ,.• •ice W " SEE PLAN FOR — —-1 — I — / 2-#4 CONT. VAPOR BARRIER - (n w 700 Milam Street COLUMN ADD'L. 4-#5 x 4'-0" I o SEE SPECS. Suite 400 2 EACH FACE I Houston TX 77002 VAPOR BARRIER - SEE SPECS. Telephone 713.228.8050 BONDBREAKER BONDBREAKER enslier Facsimile 713.229.9343 TOOL JOINT TOOL JOINT a CONSTRUCTION CONSTRUCTION 0 CONTROL JOI TYP.) CONTROL JOIN .) ELEVATION SLAB-ON-GRADE LEAVEOUT AT EXTERIOR COLUMN SLAB-ON-GRADE LEAVEOUT AT INTERIOR COLUMN 4 GRADE BEAM/CURB CONSTRUCTION JOINT THICKENED SLAB RECESSED SLAB 0 A o A o D02 TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL 01 TYPICAL DETAIL Remington Hotels, LP 5/8" PL 6" x 2'-0" WITH (4) 5/8" DIA. x 5 5/8" Project Manager HILT1 HAS SS ANCHORS 14185 Dallas Parkway IN RE 500 ADHESIVE Suite 1150 PROVIDE NEOPRENE Dallas, Texas 75254 WASHER BETWEEN ROOF STAINLESS AND GALV. STEEL 4" 10" 4" Thornton Tomasetti Structural Engineer 12750 Merit Drive 48 BAR DIA. 48 BAR DIA. Suite 750 (2'- 2'-0" MIN. I I PL 1/2 x 4 DIAGONAL PLT (2 MI N.) ( )8 BAR DIA. I WELD SCREW TO 18 GA STUDS Dallas, Texas 75251 (2'-0" MIN.) I I 2'-6" 01 Ai TYPTYP 1/4 I Thompson Company I LEVEL 8 I I A \ I PL 1/2 x 4 I I o I I MEP Engineer DIAGONAL PLT I ; — — TOWER FLOOR 50 Technology Parkway, South HSS6x6x 3/16 COL. i Norcross, GA 30092 C> I I 0 CORNERS — — — C) I 18 GA. MIN STUDS N I IN BETWEEN a ^ o d ^ I I 4 LEVEL 7 / M o 00 � — - - - - - - - - - A4PL 1/2 x 4 � v SECTION A TYP. DIAGONAL WELD/ SCREW TO METAL STUDS COLUMN NOT SHOWN Q Consultants to Remington Hotels, LP FOR CLARITY CJP HSS6x6x 3/16 TYP. CEI Engineering Associates, Inc. CORNER BARS TO BE SAME FRAME 0 EA. FLOOR LEVEL 6 / SIZE AND SPACING AS HORIZ. 10/S0.3.00 GALV. ALL STEEL Civil Engineer 4475 U.S. 1 South BARS (TYPICAL) TOUCH UP WELDS Suite 301 WITH ZINC RICH PAINT INFILL WITH 18 GA. St. Augustine, FL 32086 STUDS (MIN.) ADDITIONAL CORNER BARS AT GRADE BEAMS WALLS CURBS 3 Leo A. Daly 06 TYPICAL DETAIL 08 INSIDE CORNER CHASE Interior Designer / SCALE: 3/4" = 1'-0" LEVEL 5 / The Offices at Mockingbird Station 0 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 LEVEL 4 / _ 0 Issue Date$Issue Description By Check 05628.06 ISSUE FOR PHASE 1 wIISTRIl I N HSS6x6x 1/4 1 06.16.06 =EHDllllil 1-1 (m'•) 06.11.06 ISSUE FOR PHASE 2 PRIM AND PEW 1206.06 ISSUE FOR PHASE 1 OW CHASE 4 12.22.06 MW M Mu WOW 07 SC 4" 1'-0 LEVEL 3 / O 0 0 OUTSIDE CO ER CH ASE SCALE: 3/4" = 1'-0" LEVEL 2 / 10 CHASE ELEVATION SHEET NOTES seal/signature a,Y IProject Name Seo Twfie Resort Ashford Hospitdity Trust IProject Number 02.x.000 CAD File Name S03-00 IDescription SECTIONS & DETAILS Iscale S03n00 02005 Gensler KEY NOTES Sea Turtle Resort SEE ARCH . DWGS. FOR SEE ARCH. DWGS. FOR Hotel Renovatl* on EXTENTS OF ROOF. 1'-0" 8'-6" EXTENTS OF ROOF. 6" 130_8" TRUSS GEOMETRY BY , i-�, 701 Ashford Hospitality Trust TRUSS GEOMETRY BY TRUSS MANUFACTURER � TRUSS MANUFACTURER 14185 Dallas Parkway � , \ I Suite 1100 TOP OF STRUCTURE _ _ TOP OF STRUCTURE KJh Dallas, TX 75254 EL: 102'-2" 4 EL: 102'-2" A I i i 12 12 CLAY TILE ON PANEL UNDER 8 METAL PANEL ON CLAY TILE ON PANEL UNDE11RIIIIIIIIIIIIIIIIIII 8 METAL PANEL ON PURLINS / PURLINS LAYMENT. TILE, PANEL At I LAYMENT. TILE, PANEL & CONNECTIONS TO RESIST WIND PRESSURES NOTED ON TO RESIST WIND PRESSURES NOTED ON WIND LOAD DIAGRAM I WIND LOAD DIAGRAM LIGHT GAGE TRUSS I LIGHT GAGE TRUSS 12 WIDE CROSS WALL 12 WIDE CROSS WALL ® GRID LINES. REINF. #5 VERT. / ® GRID LINES. REINF. #5 VERT. - ® 12" OC EA. FACE DRILL & ® 12" OC EA. FACE - DRILL & EPDXY INTO EXISTING SLAB 11 EPDXY INTO EXISTING WALL 700 Milam Street 77002 4" HILT] RE 500 ADHESIVE 4" HILT] RE 500 ADHESIVE " " Suite 400 4" x 12 GAGE MIN. #4 HORIZ. ® 12 OC EA. FACE 4" x 12 GAGE MIN. #4 HORIZ. ® 12 OC EA. FACE 7 0 Housh ne � 228.805 Telephone 3. ons o Facsimile 713.229.9343 PURLINS @ 2'-0" OC MAX. PURLINS @ 2'-0" OC MAX. ALTERNATE DESIGN BY LIGHT ALTERNATE DESIGN BY LIGHT GAGE MFG. IS ACCEPTABLE 14" WIDE CONT. C.I.P. GAGE MFG. IS ACCEPTABLE 14" WIDE CONT. C.I.P. IF ACCOMPANIED BY SEALED WALL REINF. WITH IF ACCOMPANIED BY SEALED WALL REINF. WITH CALCULATIONS CALCULATIONS I #5 VERT. ® 12" OC I #5 VERT. @ 12" OC 2-#6 T & B 2-#6 T & B EA. FACE - DRILL & 2-#6 T & B 2-#6 T & B EA. FACE - DRILL & EPDXY INTO EXISTING SLAB EPDXY INTO EXISTING SLAB 4" HILT) RE 500 ADHESIVE I 4" HILTI RE 500 ADHESIVE 1-#5 EA. SIDE �, ' 1-#5 EA. SIDE . CO / . EXISTING CONCRETE ;% I EXISTING CONCRETE 1-#5 EA. SIDE 1-#5 EA. SIDE , _ ROOF ;' , _ ROOF Remington Hotels, LP 2 ROWS #5 - - - �/ % EL: 93'-9" 2 ROWS #5 - - - - , j. %"/ ,/ /;/ / j i i� / /; j , r EL: 93,_g / � „ / /� %// / , / / � / Project Manager ® 12 OC - DRILL & ® 12 OC - DRILL & EPDXY INTO EXISTING WALL EPDXY INTO EXISTING WALL ; % 14185 Dallas Parkway / I Suite 1150 Dallas, Texas 75254 'T EXISTING CMU 2'-0" WIDE CONT. 2'-0" WIDE CONT. /j Thornton Tomasettl C.I.P. WALL (f c = 4000) Structural Engineer C.I.P. WALL ( c = 4000) REINF. #5 VERT. @ 12" OC REINF. #5 VERT. ® 12" OC EA. FACE - DRILL & EA. FACE - DRILL & 12750 Merit Drive EPDXY INTO EXISTING SLAB EXISTING CMU EPDXY INTO EXISTING WALL Suite 750 4" HILTI RE 500 ADHESIVE I 4" HILTI RE 500 ADHESIVE Dallas, Texas 75251 3 A 01SECTION Thompson Company SECTION SCALE: 3/4" = 1'-0" 02 SCALE: 3/4" - 1'-0" MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 SEE ARCH. DWGS. FOR A EXTENTS OF ROOF. 1'-6" 7'-0" TRUSS GEOMETRY BY100 TRUSS MANUFACTURER CLAY TILE ON PANEL UNDER I LAYMENT. TILE, PANEL & CONNECTIONS AI TO RESIST WIND PRESSURES NOTED 0 CLAY TILE ON PANEL UNDER WIND LOAD DIAGRAM LAYMENT. TILE, PANEL & CONNECT10NS TO RESIST WIND PRESSURES NOTED ON — Consultants to Remington Hotels, LP WIND LOAD DIAGRAM _. _ _ TOP OF STRUCTURE _ TOP OF STRUCTURE EL: 102 2� I EL: 102 2— iiiiiiiiiiiiiiiiiiiiiillillilllllllllllllllllllliI 12 I 12 CEI Engineering Associates, Inc. 4 x 12 GAGE MIN. z 8 4" x 12 GAGE MIN Z 8 Civil Engineer PURLINS ® 2'-O" OC MAX. PURLINS ® 2'-0" OC MAX. 4475 U.S. 1 South ALTERNATE DESIGN BY LIGHT ALTERNATE DESIGN BY LIGHT Suite 301 GAGE MFG. IS ACCEPTABLE GAGE MFG. IS ACCEPTABLE I O St. Augustine, FL 32086 IF ACCOMPANIED BY SEALED IF ACCOMPANIED BY SEALED METAL PANEL ON gu , CALCULATIONS I I CALCULATIONS PURLINS 12" WIDE CROSS WALL 3 Leo A. Daly GRID LINES. REINF. #5 VERT. ® 12" OC EA. FACE - DRILL & Interior Designer " ( EPDXY INTO EXISTING WALL SECTION 12 WIDE CROSS WALL 4" HILTI RE 500 ADHESIVE05 The Offices at Mockingbird GRID LINES. REINF. #5 VERT. SCALE: 3/4" = 1'-0" Station ® 12" OC EA. FACE - DRILL & #4 HORIZ. ® 12" OC EA. FACE 5307 East Mockingbird Lane EPDXY INTO EXISTING WALL LIGHT GAGE TRUSS Suite 400 4" HILT] RE 500 ADHESIVE Dallas, TX 75206 #4 HORIZ. @ 12" OC EA. FACE SEE ARCH. DWGS. FOR EXTENTS OF ROOF. 4 TRUSS GEOMETRY BY 14" WIDE CONT. C.I.P. TRUSS MANUFACTURER CLAY TILE ON PANEL UNDER WALL REINF. WITH LAYMENT. TILE, PANEL & CONNECTIONS 2-#6 T & B 2-#6 T & B #5 VERT. ® 12" OC 2-#6 T & B 2-#6 T & B 14" WIDE CONT. C.I.P. TO RESIST WIND PRESSURES NOTED ON I 0 Issue Date&Issue Description By check EA. FACE - DRILL & WALL REINF. WITH WIND LOAD DIAGRAM LIGHT GAGE TRUSS EPDXY INTO EXISTING SLAB i #5 VERT. ® 12" OC 4" HILTI RE 500 ADHESIVE I EA. FACE - DRILL & EPDXY INTO EXISTING SLAB 4" HILTI RE 500 ADHESIVE 12.06.06 ISSN FOR PHASE 1 W 1-#5 EA. SIDE 1-#5 EA. SIDE 12.2'1.06 ISSN FOR PEST REIASION EXISTING CONCRETE I I EXISTING CONCRETE 1-#5 EA. SIDE 1-#5 EA. SIDE ROOFJ— ROOF 2 ROWS #5 — — — EL: 93'-9" 2 ROWS #5 ® 12" OC - DRILL & ® 12" OC - DRILL & EPDXY INTO EXISTING WALL EPDXY INTO EXISTING WALL 8" 12 8 2'-0" WIDE CONT. 2'-0" WIDE CONT. SEE ARCH. DWGS. FOR C.I.P. WALL (f c = 4000) 3 C.I.P. WALL (f'c = 4000) I 3 EXTENTS OF ROOF. REINF. 5 VERT. ® 12 OC REINF. #5 VERT. ® 12 OC TRUSS GEOMETRY BY EA. FACE - DRILL & EA. FACE - DRILL & TRUSS MANUFACTURER SECTION ,'_o" 7'-6" EPDXY INTO EXISTING WALL03 EPDXY INTO EXISTING WALL 04 SECTIONJ. 4" HILT] RE 500 ADHESIVE SCALE: 3/4" -0" 4" HILT] RE 500 ADHESIVE SCALE: 3/4" = 1'-0" 4" x 12 GAGE MIN. Z 10 PURLINS ® 2'-0" OC MAX. HORIZONTAL SLOTS 2'-2 1/8" 7'-5 7/8" AT CONNX. C) C9x20 OVER DOOR OPENING / 14: M + 8" EA. SIDE WITH (2) 3/4" DIA. v' x 6" ADH. ANCHORS ® 8" OC FULL kV - - - - - - - - - - - - - - - - - - - - - - - - - - - N HSS6x6x 1/4 PIPE 6 STD BEYOND BEYOND 4 4 I w10 W10 \ C9x20 BENT t-- — 03 SO4.01 \ Z PL x8x1'-0" C9 BENT - WITH (4) 2" DIA. x 1/ SHEET ETES \ SEE 08/SO4.00 / 3 1/2" EMBED HILTI SS KB III SealMignature (PROVIDE NEOPRENE W / STAINLESS & GALV. STEEL) el FULL /g" or PEN L4x4x 3/8 x 6" CURB CONT. EA. SIDE WITH 2 TO DOOR " „( ) VERIFY ALL WALLS SOLID GROUTED, 6 00 3/4 DIA. x 6 HILTI 1/4" STIFF PL IF NOT PRESENT PROVIDE GROUT 'O HY 150 ADH. ANCHORS FROM LOW ROOF TO HIGH ROOF PROVIDE #5 VERT. ® 32 OC Project Name 00 0 Sea Turtle Resort C ON Ashes Hospitdity Trust 06 SCALE: 3/4" = 1'-0" I Project Number PER 02/SO4.00 3/4" PL I CM5M.Ow \ I I CAD File Name HSS6x6x 3/8 I I ( SO4-00 D D D I I Description DRILL & EPDXY D D ! BASE PL 3/4" SECTIONS & DETAILS D D #4 ® 12" OC (3 ROWS) o D oo D fl 8"x 12""x WITH 2 3/4 DIA. x 8 Cl- - -p o - D p p I D HILTI ADH. ANCHORS I Scale D D D D SO4mOO 7 D D D D D D D D i I SECTION SECTION SCALE: 3/4" = 1'-0" 02005 Gensler / SCALE: 3/4" = 1'-0" i KEY NOTES Sea u e eso rt e 1/4" CAP PLATE ANGLES BEYOND BOLTED WELDED Ho e enova ion 3/8" THRU PLATE WITH 1/4 CENTERLINE OF COLUMN (3) 3/4" DIA. BOLTS W10 COPE TOP FLANGE I COPE TOP & BOTTOM Ashford Hospitality Trust EA. SIDE AS REQ'D FLANGE AS REQ'D — p (2) 3/4" DIA. BOLTS 3/16 j ��, m � 14185 Dallas Parkway IN SLOTTED HOLES � 6" 6" STANDARD AISC DOUBLE DESIGN CONNECTION PER Z 3 • I ANGLE CONNECTION -� GENERAL NOTES Suite 100 PL 1/4"x 1'-3" W10 Q w 1/2" CAP PLATE I m Dallas, TX 75254 LL I N — _ NOTCH COLUMN, ENTER W10 HSS6x6 I I L6x4x 1/4 W 1 2" DIA. 11 W10 I I W10 "/ / / � �' I I PLATE FROM TOP, AND II x3 1/2 EMBED HILTI SS I I SHOP WELD AS SHOWN. I I I I I I ' KBIII (PROVIDE NEOPRENE '0_ I I WASHER BETWEEN 1/4 4-12 STEEL BEAM - SEE PLAN _ _I STAINLESS AND GALV. L6x6x 1/4"x 6" I I STEELS) ® 12" OC �� - � � � �' STEEL COLUMN - SEE PLAN 71NOTE: TS COLUMN SHOWN, W 1/4" THK. 1/4 i �� %��' ��'�;i� DESIGN CONNECTION PER " SIMILAR FOR PIPE COLUMN / / I I GENERAL NOTES, UNO PROVIDE 1/4" DIA. WEEP STIFF. PLATE TYP. HOLE AT BASE OF COLUMN I I I H SS8x8 I I NOTE: 700 Milam Street FOR CORNER COLUMNS, ONE-SIDED CONNECTIONS, OR UNEQUAL BEAM SPANS ON OPPOSITE SIDES OF COLUMN, DESIGN KNIFE Suite 400 PLATE TO BEAM CONNECTION SUCH THAT NO MOMENT IS INDUCED Houston TX 77002 INTO THE COLUMN. (SEE AISC TABLES FOR ECCENTRIC LOADS Telephone 713.228.8050 ON FASTENER GROUPS & WELDS). enslier Facsimile 713.229.9343 01 SECTION 02 SECTION 03 SECTION BEAM TO BEAM SHEAR CONNECTION BEAM TO TS/PIPE COLUMN CONNECTION SCALE: 3/4" = 1'-0" 04 TYPICAL DETAIL 05 TYPICAL DETAIL CHILLER Remington Hotels, LP Project Manager LL2 1/2 x 2 x 1/4 WITH (2) 14185 Dallas Parkway 3/4" DIA. BOLTS 0 5/8" L4x4x 1/4 WITH 5/8- 1 4 Suite 1150 GUSSET PLATES GC COORD. REQUIREMENTS & / / Dallas, Texas 75254 LOCATION OF ISOLATORS DIA. x 4 OC HILTI GC VERIFY WALL PROVIDE 3/8" THICK STIFF KBII 18 OC IS GROUTED SOLID PLATES EA. SIDE / Thornton Tomasetti 8. Structural Engineer — — 1-#4T & B I I W10 I I 12750 Merit Drive • #4 ® 12" OC Suite 750 DRILL & EPDXY INTO Dallas, Texas 75251 o I I I ( HSS8x8x 1/4 (TYP.) EXISTING SLAB UJ 0 Q Qo 1" THICK BASE PLATE WITH W10 II Thompson Company z I I 2 i I (4) 1/2" DIA. 4 1/2- EMBED SS HILTI L4x4x 1/4 EA. SIDE HAS RODS IN RE 500 ADHESIVE WITH (2) 3/4" DIA. MEP Engineer BOLTS TO BEAM AND 50 Technology Parkway, South (2) 3/4" DIA. x 3/4" Norcross, GA 30092 EMBED HILTI KBII BOLTS TO EXISTING CMU WALL Consultants to Remington Hotels, LP 4 A 06 SECTION 07 SECTION 08 TYPICAL SECTION @ NEW CURB CEI Engineering Associates, Inc. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" Civil Engineer 4475 U.S. 1 South Suite 301 St. Augustine, n 32086 Leo A. Daly Interior Designer The Offices at Mockingbird Station TYP 5307 East Mockingbird Lane 0 C) Suite 400 — — Dallas, TX 75206 WELDED BOLTED WELDED BOLTED A-A z a I a I I o w l ZL Issue Date&Issue Description By Check TYP. o o <z 05.26.06 ISSUE FM PHASE 1 CIMIRUCM U_ UJ—A 0 rJ C>M M UJ Z 07.1&06 1-2 OU —� TYP. TYP. TYP. TYP. _ U U 08.1106 WE FOR PHASE 2 PM= AND PERMIT 0 o ERECTION BOLTS o ERECTION BOLTS o _ _ =woo 45 I 45 45 45 � w w 4 12.08.06 ISSN FOR PHASE 1 GIS' J I STEEL JOIST o 0 12'21'06 IS�IE FIOR ERECTION BOLTS SHEAR PLATE I 4 1I SEE PLAN 7 I I I I 3 SIDES I) I I 3 IDES 3 SIDES I i I II II I I I I I I - - I I I I PLAN SHEAR PLATE I I PLATES TO MATCH L3x3x 3/16 SHEAR PLATES BEAM FLANGE STANDARD AISC TYP. 4 SIDES DOUBLE ANGLE PROVIDE PLATES ON BOTH ACONNECTION 4x 1/4 TYP. PLATES TO MATCH I SIDES OF COLUMN WEB L4x4x SIDES BEAM FLANGE (AS REQ'D.) EVEN IF ONLY ONE BEAM DESIGN CONNECTION FRAMES INTO COLUMN. PER GENERAL NOTES, U.N.O. STEEL JOIST L2x2x 1/4 EACH SIDE BEYOND OF JOIST — ATTACH TO COLUMN WEB COLUMN FLANGE BOTTOM CHORD BEAM TO WF COLUMN SECTION A—A PANEL POINT BEAM TO WF COLUMN MOMENT CONNECTION BEAM TO BEAM MOMENT CONNECTION MOMENT CONNECTION BEAM TO COLUMN SHEAR CONNECTION ROOF OPENING 00 0 0 9 TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL o 12 TYPICAL DETAIL 13 TYPICAL DETAIL LEVEL 3 SEE PLAN CMU WALL - SEE PLAN SHEET NOTES FOR WALL TYPE S 1" MIN. SEE PLAN BOND BEAM LINTEL • SEE le GROUT SOLID REINFORCE CL BEAM CONT. 1 4" BENT PLATE I PLAN WITH 2-15 CONT. WITH 3 8 DIA. DEFORMED4�I BAR x 1 -6 AT 18 OC BUILDING LINE 10 " MIN. SEE PLAN 1" MIN. z 5/8" DIA PUDDLE _10 CRITICAL NOTE: TOP OF STEEL/ WELDS AT 12 OC o z DO NOT CUT TRANSFER GIRDER UJ BOTTOM OF DECK �` o o REINFORCEMENT. LOCATE ALL BARS T SLAB EL., I EL., SEE PLAN — _ — 3/16 4 a U BEFORE CORING z SEE PLANUJ U Q m Project Name • a 6 CONT. 1/4" BENT PL I Sea Turtle Resort UUJ T SLAB EL. I % C EMBED PL 1 2 x 5 x 0'-8" Ashford HO®pitdity Trust SEE PLAN IP o (n STEEL BEAM - WITH (2) 3X43 DIA. HEADED SILL ANGLE BY SEE PLAN STUDS x 4 LONG Project Number " ELEVATOR MFGR. BOND BEAM - GROUT SOLIDOUMM CONT. 1 4 BENT PLATE I REINFORCE WITH 2- 5 CONT. (3) 1 1/2" DIA"(MAX) CORES CAD File Name NTH 3 8" DIA. DEFORMED STEEL BEAM — SEE PLAN # PLACE AT 1 0 OC (MIN) BAR x 1'-6" AT 18" OC I SO4-01 • Description STEEL BEAM - SEE PLAN — SECTIONS & DETAILS r oz LEVEL 2 Scale co CLOSURE ANGLE AT FLOOR OPENING ELEVATOR SILL ANGLE STEEL BEAM TO MASONRY WALL CONNECTION - A 3 5 TYPICAL DETAIL 3 TYPICAL SECTION TYPICAL DETAIL 0 TYPICAL DETAIL A TYPICAL DETAIL D ©2005 Gensler KEY NOTES Sea Turtle Resort Hotel _- HVAC LEGEND DUCTWORK LEGEND (DUCT SYMBOLS) PIPING LEGEND Ashford Hospitality Trust X 14185 Dallas Parkway (FURNISH AND INSTALL DOUBLE THICKNESS DETAIL NUMBER DRAWING WHERE SHOWN TYPICAL 90 °LOW PRESSURE DUCT ELBOW NIT HEATER – WALL MOUNTED —CHWS— CHILLED WATER SUPPLY UNION X TURNING N H Suite 1100 U G VANES NOT SHOWN).. EQUIPMENT DESIGNATION I Dallas, TX 75254 XXX EQUIPMENT NAME (PIU/VAV) TYPICAL 45 °LOW PRESSURE DUCT ELBOW MANUAL DAMPER CHWR— CHILLED WATER RETURN STRAINER (FURNISH AND INSTALL DOUBLE THICKNESS X I X EQUIPMENT NUMBER TURNING VANES NOT SHOWN). DUCT ELBOW WITH DOUBLE —CWS— CONDENSER WATER SUPPLY STRAINER AND BLOWDOWN ASSOCIATED AIR HANDLING UNIT TYPICAL LOW PRESSURE SUPPLY TEE THICKNESS TURNING VANES CONNECTION (FURNISH AND INSTALL R—o- DUCT RISE IN DIRECTION OF ARROW DOUBLE THICKNESS TURNING VANES, AND DUCT TEE CONNECTIONS —CWS— CONDENSER WATER RETURN GATE VALVE SPLITTER DAMPER SEE DETAILS). -�--D DUCT DROP IN DIRECTION OF ARROW BRANCH TAKE–OFF D--- DRAIN GLOBE VALVE TYPICAL LOW PRESSURE SUPPLY TAKE OFF (FURNISH AND INSTALL SPLITTER SECTION CUT LINE DAMPER NOT SHOWN SEE DETAILS). DUCT TRANSITION REDUCTION IN —SIZE IN DIRECTION OF ARROW CWS— HOT WATER SUPPLY BALANCING VALVE SECTION NUMBER FLEXIBLE RUNOUT WITH SPIN–IN HWR— HOT WATER RETURN BUTTERFLY VALVE 700 Milam Street DRAWING WHERE SHOWN FITTING AND MANUAL DAMPER TYPICAL LOW PRESSURE RETURN OR Suite 400 © EXHAUST TAKE OFF (SEE DETAILS). R MU MAKE–UP WATER BALL VALVE Houston TX 77002 S TEMPERATURE SENSOR RISE IN DIRECTION OF ARROW Telephone 713.228.8050 ensler Facsimile 71 .229.9 �T THERMOSTAT OE TERMINATED OPEN–ENDED DUCT DDROP IN DIRECTION OF ARROW D PIPE ANCHOR GAUGE COCK EXPANSION LOOP QH HUMIDISTATNECK SIZE 24'X24' CEILING DIFFUSER –---Q MOTOR OPERATED DAMPER 0X0 FIRST NUMBER INDICATES INSIDE WIDTH '�P�' PRESSURE REDUCING VALVE ® CF 4–WAY THROW UNLESS NOTED OTHERWISE SECOND NUMBER INDICATES INSIDE LENGTH ® REVISION NUMBER �--ti-- 24"X24" RETURN AIR GRILLE ® VIBRATION ISOLATOR PIPE GUIDE RELIEF VALVE @D DUCT SMOKE DETECTOR 17-71 24"X12" RETURN AIR GRILLE BDD BACKDRAFT DAMPER 4 AAV AUTOMATIC AIR VENT MOTOR OPERATED VALVE QS SMOKE SENSOR DETECTOR LJ SLOT DIFFUSER �� UNDERCUT DOOR (AMOUNT) 1 BLIND FLANGE NON–SLAM CHECK VALVE (FLOW DIRECTION) O ROUND DUCT SECTION SUPPLY OR OUTDOOR AIR FLOW DIRECTION THERMOMETER �' PLUG COCK MEDIUM PRESSURE DUCT ' DUCT SECTION NEGATIVE PRESSURE RETURN OR EXHAUST AIRFLOW DIRECTION PRESSURE GAUGE AND COCK PETES PLUG Remington Hotels, LP X I t X V " SIDEWALL DIFFUSER TRANSFER DUCT ABV Project Manager DUCT SECTION POSITIVE PRESSURE j I�---�I CLG WITH WIRE MESH INCREASER OR DECREASER (CONCENTRIC) PRESSURE REDUCING VALVE ASSEMBLY 14185 Dallas Parkway r SCREEN ON END Suite 1150 00X00 DUCT SIZE (WIDTH X DEPTH) DUCT END CAP ELBOW TURNED UP ® FLOOR DRAIN – SEE PLUMBING DRAWINGS Dallas, Texas 75254 PLENUM OVER CEILING MOUNTED SLOT DIFFUSER MANUAL DAMPER OPPOSED BLADE RADIUS TURN ELBOW C ELBOW TURNED DOWN C PIPE TURNED DOWN OVER HUB DRAIN OR FUNNEL DRAIN Thornton Tomaseti CO CARBON MONOXIDE SENSOR 'r SIDE OUTLET C CAP Structural Engineer SUPPLY DUCT 12750 Merit Drive FD FIRE DAMPER CROSS SECTION UP FLY FAN – WITH ID TAG FFXX � ( TEE OUTLET UP PUMP (ARROW IN DIRECTION OF FLOW) Suite 75 FSD FIRE/SMOKE DAMPER SUPPLY DUCT DN Dallas, Texas 75251 FD L.S. FIRE DAMPER, FIRE/SMOKE DAMPER LOUVER AND SCREEN RETURN OR EXHAUST �- TEE OUTLET DOWN FSD IN FLOOR SLAB __�J CROSS SECTION UP Thompson Company SD SMOKE DAMPER 77, RETURN OR EXHAUST MEP Engineer WALL MOUNTED PROPELLER FAN V I DUCT DN 50 Technology Parkway, South 24x2 DUCT SIZE FLEXIBLE DUCT CONNECTION < < (WIDTH X DEPTH) Norcross, A 30 ROOF MOUNTED CENTRIFUGAL FAN XX © STATIC PRESSURE SENSOR 24»0 ROUND DUCT SIZE MARK (DIAMETER) OD DUCT MOUNTED SMOKE DETECTOR XX XXX AIRFLOW (CFM) O XX"o NECK SIZE MEDIUM PRESSURE FLEXIBLE RUNOUT TO TERMINAL UNIT HVAC ABBREVIATIONS ABBREVIATION/DEFINITION ABBREVIATION/DEFINITION ABBREVIATION/DEFINITION ABBREVIATION/DEFINITION ABBREVIATION/DEFINITION AAV AUTOMATIC AIR VENT CWS CONDENSER WATER SUPPLY FT FEET NOM NOMINAL RRUP REFRIGERATION RACK UNIT PUMP ABV ABOVE C C COOLING COIL FITZSQUARE FEET NO. NUMBER OR DESIGNATION S.A. SUPPLY AIR Issue Date&Issue Description By Check AC ABOVE CEILING D DRAIN GAL GALLON(S) NPSHA NET POS. SUCTION HD AVAIL SCHWP SECONDARY CHWP AD ACCESS DOOR DB DRY BULB GE GREASE EXHAUST N/A NOT APPLICABLE SD SPLITTER DAMPER 1 04.28.06 SMM WLT ADJ ADJUSTABLE dB DECIBEL GEF GREASE EXHAUST FAN N.C. NORMALLY CLOSED SE SMOKE EXHAUST SCHEMATIC PRICING PACKAGE AFF ABOVE FINISH FLOOR DEMO DEMOLICH AND REMOVE GPM GALLONS PER MINUTE N.O. NORMALLY OPEN SG SUPPLY GRILLE AHU AIR HANDLING UNIT D DEMOLISH AND REMOVE GR GRILLE O.A. OUTSIDE AIR SP STATIC PRESSURE IN. W.G.) 2 05.26.06 SMM WLT ARCH ARCHITECT DG DOOR GRILLE HD HEAD OBD OPPOSED BLADE DAMPER SQ SQUARE ISSUED FOR PHASE I CONSTRUCTION BD BACKDRAFT DAMPER DIA DIAMETER HP HORSEPOWER OC ON CENTERS SR SUPPLY REGISTER BOH BACK OF HOUSE DIFF DIFFUSER HR HOUR OE OPEN–END SS STAINLESS STEEL BTU BRITISH THERMAL UNIT DN DOWN H C HEATING COIL OPNG OPENING STR STRUCTURAL 3 07.28.06 SMM WLT BTUH BRITISH THERMAL UNIT HOUR DWGS DRAWINGS HHWR HEATED WATER RETURN PCHW PRIMARY CHILLED WATER TCHWP TERTIARY CHWP ADDENDUM 1—6 BOT BOTTOM (E) EXISTING TO REMAIN HHWS HEATED WATER SUPPLY PCHWP PRIMARY CHWP TD TRANSFER DUCT CAP CAPACITY E.A. EXHAUST AIR IN INCHES PCHWR PRIMARY CHWR TE TOILET EXHAUST CD CEILING DIFFUSER EAT ENTERING AIR TEMPERATURE KEF KITCHEN EXHAUST FAN PCHWS PRIMARY CHWS TEF TOILET EXHAUST FAN 10 12.08.06 SMM WLT CFM CUBIC FEET PER MINUTE EDH ELECTRICAL DUCT HEATER KW KILOWATT PH ELECTRICAL PHASE TG TRANSFER GRILLE ISSUE FOR GMP CH CHILLER EF EXHAUST FAN LAT LEAVING AIR TEMPERATURE PIU POWERED INDUCTION UNIT TRANS TRANSITION CHW CHILLED WATER EG EXHAUST GRILLE LBG LINEAR BAR GRILLE PLBG PLUMBING TYP TYPICAL 11 12.22.06 SMM WLT CHWP CHILLED WATER PUMP ENGR ENGINEER LBS. POUNDS PRV PRESSURE REDUCING VALVE T'STAT THERMOSTAT OR TEMP. SENSOR CHWR CHILLED WATER RETURN ER EXHAUST REGISTER LD LINEAR SLOT DIFFUSER PSIA POUNDS PER SQ. IN. ABSOLUTE UC UNDERCUT ISSUE FOR PERMIT REVISION CHWS CHILLED WATER SUPPLY ERU ENERGY RECOVERY UNIT LF LINEAR FEET PSIG POUNDS PER SQ. IN. GAUGE UH UNIT HEATER CLG CEILING ESP EXTERNAL STATIC PRESSURE LRAG LINEAR RETURN AIR GRILLE R EXISTING SHOWN RELOCATED UNO UNLESS NOTED OTHERWISE CO CLEANOUT ET EXPANSION TANK LVD LOUVERED DOOR R.A. RETURN AIR VAV VARIABLE AIR VOLUME UNIT COMP COMPRESSOR EWT ENTERING WATER TEMPERATURE LWT LEAVING WATER TEMPERATURE RAD RETURN AIR DUCT VB VACUUM BREAKER CONC CONCRETE EXIST EXISTING L&S LOUVER & SCREEN RAG RETURN AIR GRILLE VEL VELOCITY COND CONDENSATE EXH EXHAUST MAX MAXIMUM RAR RETURN AIR REGISTER VFD VARIABLE FREQUENCY DRIVE CONN CONNECTION FA FREE AREA MBH 1000 BTU HOUR RE RELOCATE EXISTING WB WET BULB CONT CONTINUATION FCU FAN COIL UNIT MVD MANUAL DAMPER REG REGISTER WC WATER COLUMN CP CONTROL PANEL FD FIRE DAMPER MIN MINIMUM RG RETURN GRILLE WG WATER GAUGE CTU COMPUTER TELEPHONE UNIT FF FLY FAN MOD MOTOR OPERATED DAMPER RH RELATIVE HUMIDITY W/ WITH CU CONDENSING UNIT FL FLOOR MTD MOUNTED RMH ROOF MOUNTED HOOD F DEGREES FAHRENHEIT CW CONDENSER WATER FLEX FLEXIBLE (N) NEW RPM ROTATIONS PER MINUTE % PERCENT CWP CONDENSER WATER PUMP FOD I FACE OPERATED DAMPER NC NOISE CRITERIA RTU ROOF TOP UNIT CWR CONDENSER WATER RETURN FSD FIRE/SMOKE DAMPER NK NECK RRU REFRIGERATION RACK UNIT NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET NOTES Seal/Signature IProject Name Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD File Name 25047—M00-00 Description LEGEND AND ABBREVIATIONS IScale MOOM00 C)2005 Gensler 12/20/2006 4:52:31 PM T:\2005\25047\Cad\Hvac\phasel\25047-M00-00.prf soneal KEY MOTES Sea Turtle Resort 10 110tel A hf d Hospital' 'ty - -- -- - s ori Trust 14185 Dallas Parkway GENERAL NOTES PIPING SHEET METAL Suite 1 100 Dallas, TX 75254 1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS. GENERAL (CONT.) 1. PIPING IN ANY WATER SYSTEM SHOULD SLOPE 1. ALL DUCTWORK SHALL BE ABOVE DOORS AND WINDOWS. IT IS INTENDED THAT A COMPLETE HVAC SYSTEM BE PROVIDED WITH ALL NECESSARY EQUIPMENT, UP IN DIRECTION OF WATER FLOW. USE 1/2- APPURTENANCES, /2"APPURTENANCES, AND CONTROLS, COMPLETELY COORDINATED WITH ALL DISCIPLINES. ALL PARAMETERS GIVEN 33. PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT GATE VALVE WITH HOSE CONNECTION AND CAP 2. FIELD ERECTED AND FACTORY ASSEMBLED AIR HANDLING UNIT IN THESE DOCUMENTS SHALL BE STRICTLY CONFORMED WITH ANY ITEMS AND LABOR REQUIRED FOR A TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE. SHALL BE INSTALLED FOR BASE OF RISER DRAIN. SHALL BE ARRANGED FOR COIL REMOVAL FROM THE UPSTREAM COMPLETE HVAC SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS, AND THESE CONTRACT SIDE WITHOUT DISMANTLING SUPPORTS. PROVIDE GALVANIZED DOCUMENTS SHALL BE FURNISHED WITHOUT INCURRING ANY ADDITIONAL COST TO THE CONTRACT. CAREFULLY 34. PROVIDE VIBRATION ISOLATORS FOR ALL PIPING SUPPORTS CONNECTED TO AND 2. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, STRUCTURAL STEEL SUPPORTS FOR ALL COILS (EXCEPT LOWEST REVIEW ALL CONTRACT DOCUMENTS AND THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS. WITHIN 50 FEET OF ISOLATED EQUIPMENT (EXCEPT AT BASE ELBOW SUPPORTS AND TRAPS, FLANGES AND OTHER APPURTENANCES ARE ACCESSIBLE. COIL) IN BANKS OVER TWO COILS HIGH TO PERMIT CONTRACTOR SHALL PREPARE HIS OWN FABRICATION AND INSTALLATION DRAWINGS FOR COORDINATION WITH ANCHOR POINTS) THROUGHOUT MECHANICAL EQUIPMENT ROOMS. INDEPENDENT REMOVAL OF ANY COIL. ALL OTHER DISCIPLINES. 3. ALL VALVES SHALL BE INSTALLED SO THAT THE VALVE REMAINS IN 35. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF 3. ALL AIR HANDLING UNITS SHALL OPERATE WITHOUT COOLING COIL 2. COORDINATE DUCTWORK AND PIPING WITH ALL OTHER DISCIPLINES AND TRADES. MAKE ALL OFFSETS AND APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT VALVE IS REMOVED. MOISTURE CARRYOVER OF THE FLOW INDICATED. TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO THE CONTRACT. LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PAY FOR AND REPAIR ALL DAMAGES CAUSED BY FAILURE TO 4. ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE 4. LOCATE ALL MECHANICAL EQUIPMENT (SINGLE DUCT, DUAL 3. REFER TO ARCHITECTURAL CEILING PLANS FOR EXACT LOCATION OF ALL CEILING MOUNTED AIR DISTRIBUTION EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES UNLESS PROVIDED WITH POSITION INDICATORS AND MEMORY STOPS. DUCT, VARIABLE VOLUME, CONSTANT VOLUME AND FAN 700 Milam Street DEVICES. COORDINATE EXACT LOCATION OF SLOTS, GRILLES, REGISTERS AND DIFFUSERS WITH ARCHITECTURAL OTHERWISE INDICATED. POWERED BOXES, FAN COIL UNITS, CABINET HEATERS, UNIT Suite 400 REFLECTED CEILING PLANS. IF A PARTICULAR ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTED CEILING 5. PROVIDE CHAIN WHEEL OPERATORS FOR ALL VALVES IN HEATERS, UNIT VENTILATORS, COILS) FOR UNOBSTRUCTED Houston TX 77002 PLAN, PREPARE A DRAWING AND PRESENT IT TO THE ARCHITECT FOR HIS REVIEW AND/OR APPROVAL. 36. MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TO UNDERSIDE OF PIPES, DUCTS, EQUIPMENT ROOMS MOUNTED GREATER THAN 7'-0" ABOVE ACCESS TO UNIT ACCESS PANELS, CONTROLS AND VALVING. CONDUITS AND SUSPENDED EQUIPMENT THROUGHOUT ACCESS ROUTES IN FLOOR LEVEL; CHAIN SHALL EXTEND TO fi'-0" ABOVE FLOOR Telephone 713.228.8050 COORDINATE THE EXACT LOCATION AND SIZE OF ALL ROOF AND SLAB PENETRATIONS WITH THE ARCHITECT MECHANICAL ROOMS. emanser Facsimile 713.229.9343 4. LEVEL. 5. PROVIDE FLEXIBLE CONNECTIONS IN ALL DUCTWORK SYSTEMS PRIOR TO ANY CONCRETE BEING PLACED. (SUPPLY, RETURN AND EXHAUST) CONNECTED TO AIR HANDLING 37. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR PIPING 6. ALL VALVES (EXCEPT CONTROL VALVES) AND STRAINERS SHALL UNITS, FANS AND OTHER EQUIPMENT WHICH REQUIRES 5. FLEXIBLE DUCT RUNOUTS TO TERMINAL DEVICES (VAV'S AND PIU'S) SHALL BE INSTALLED FREE OF KINKS AND INSULATION IS APPLIED. BE FULL SIZE OF PIPE BEFORE REDUCING SIZE TO MAKE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL BE SAGS. PROVIDE BELLMOUTH FITTINGS AT ALL TAKE-OFFS ON MEDIUM PRESSURE DUCTWORK. MAXIMUM CONNECTIONS TO EQUIPMENT AND CONTROLS. PROVIDED AT THE POINT OF CONNECTION TO THE EQUIPMENT LENGTH OF LOW PRESSURE FLEXIBLE DUCT SHALL BE 3'-0". MAXIMUM LENGTH OF MEDIUM PRESSURE FLEXIBLE 38. LOCATE ALL TEMPERATURE, PRESSURE AND FLOW MEASURING DEVICES IN UNLESS OTHERWISE INDICATED. DUCT SHALL BE 7'-0". PROVIDE A MINIMUM OF 5'-0" OF STRAIGHT RUN TO THE INLET OF ALL TERMINAL ACCESSIBLE LOCATIONS WITH STRAIGHT SECTION OF PIPE OR DUCT UP- OR 7. UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE UNITS FOR LAMINAR AIR FLOW. FLEXIBLE DUCT SHALL NOT BE USED TO CORRECT MISALIGNMENT OF TERMINAL DOWNSTREAM AS RECOMMENDED BY THE MANUFACTURER FOR GOOD ACCURACY. OF EQUIPMENT, IN BYPASSES AND IN LONG PIPING RUNS (100 6. UNLESS OTHERWISE NOTED, ALL DUCTWORK IS OVERHEAD, UNIT AND MEDIUM PRESSURE DUCT CONNECTION. FEET OR MORE) TO PERMIT DISASSEMBLY FOR ALTERATION TIGHT TO THE UNDERSIDE OF THE STRUCTURE, WITH SPACE FOR 39. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN THE AND REPAIRS. INSULATION WHERE REQUIRED. 6. MAINTAIN DUCTWORK LEVEL AND AS HIGH AS POSSIBLE UNLESS NOTED OTHERWISE. TRANSITION RECTANGULAR SPECIFICATIONS THAT ARE NOT DEFINITELY FIXED BY DIMENSIONS ARE DUCTWORK ON THE BOTTOM AND THE SIDES. ALL DUCT TRANSITIONS FROM SQUARE TO ROUND SHALL BE APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST 8. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING. 7. ALL DUCTWORK SHALL BE COORDINATED WITH ALL TRADES SMOOTH SQUARE TO ROUND TRANSITIONS. SPIN-IN FITTINGS AT THE END OF CAPPED DUCTS ARE NOT CONDITIONS AND RESULTS MUST BE DETERMINED BY THE PROJECT SITE INVOLVED. OFFSETS IN DUCTS, INCLUDING DIVIDED DUCTS AND ACCEPTABLE. CONDITIONS AND SHALL HAVE THE APPROVAL OF THE ENGINEER BEFORE BEING 9. ALL PIPING SHALL CLEAR DOORS AND WINDOWS. TRANSITIONS AROUND OBSTRUCTIONS, SHALL BE PROVIDED AT INSTALLED. NO ADDITIONAL COST TO THE OWNER. 7. DUCT SIZES ARE SHOWN AS INSIDE CLEAR DIMENSIONS. WHERE INTERNAL INSULATION IS CALLED FOR, 10. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY DIMENSIONS SHALL BE INCREASED BY THE THICKNESS OF THE INSULATION. 40. ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION AND AS OPERATION. 8. PROVIDE ACCESS DOORS IN DUCTWORK TO PROVIDE ACCESS SHOWN IN DETAILS FOR PIPING, DUCTWORK AND EQUIPMENT (UNLESS OTHERWISE FOR ALL SMOKE DETECTORS, FIRE DAMPERS, SMOKE DAMPERS, 8, ALL EQUIPMENT, PIPING, CONDUIT OR ANY PORTIONS OF DUCTWORK VISIBLE THROUGH SLOTS, GRILLES, NOTED) SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 11. ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES VOLUME DAMPERS, COILS AND OTHER ITEMS LOCATED IN THE REGISTERS, OR DIFFUSERS IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK. INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS DUCTWORK WHICH REQUIRE SERVICE AND/OR INSPECTION. Remington Hotels, LP 41. MECHANICAL EQUIPMENT, DUCTWORK AND PIPING SHALL NOT BE SUPPORTED FROM 9. ALL MOTORS 1/8 HP AND ABOVE SHALL HAVE A DISCONNECT SWITCH MOUNTED ADJACENT TO THE MOTOR OR METAL DECK. SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 9. PROVIDE ACCESS DOORS IN DUCTWORK FOR OPERATION, DEVICE. SEE DIVISION 16 FOR DISCONNECT TYPE AND SPECIFICATION. 12. PROVIDE FLEXIBLE CONNECTIONS IN ALL PIPING SYSTEMS ADJUSTMENT AND MAINTENANCE OF ALL FANS, VALVES AND Project Manager 42. ALL PLENUM CEILING ENCLOSURES WHERE REQUIRED WILL BE FIRE RATED TO CONNECTED TO PUMPS, CHILLERS, COOLING TOWERS AND MECHANICAL EQUIPMENT. 14185 Dallas Parkway 10. CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT NTH DIVISION 16, THE PROTECT THE FIRE RESISTANCE OF THE ASSEMBLY. SEE ARCHITECTURAL DRAWINGS OTHER EQUIPMENT WHICH REQUIRES VIBRATION ISOLATION Suite 1150 ELECTRICAL CONTRACTOR, AND ALL ELECTRICAL CONTRACT DOCUMENTS PRIOR TO ORDERING. FOR IDENTIFICATION. EXCEPT WATER COILS. FLEXIBLE CONNECTIONS SHALL BE 10. ALL DUCTS SHALL BE GROUNDED ACROSS FLEXIBLE PROVIDED AS CLOSE TO THE EQUIPMENT AS POSSIBLE. CONNECTIONS WITH FLEXIBLE COPPER GROUNDING STRAPS. Dallas, Texas 75254 11. ALL OPEN ENDED DUCTS SHALL BE REINFORCED WITH 1-1/2" X 1-1/2" X 1/8" GALVANIZED STEEL ANGLES 43. AN APPROVED SHOP DRAWING WILL BE SUBMITTED TO LOCAL CODE OFFICIAL. GROUNDING STRAPS SHALL E BOLTED OR SOLDERED TO BOTH BOLTED OR RIVETED 6" ON CENTER (MAXIMUM) ALL AROUND THE EXTERIOR PERIMETER OF THE DUCT. THE EQUIPMENT AND THE DUCT. 44. MECHANICAL CONTRACTOR TO PROVIDE A COPY OF TESTING, ADJUSTING AND Thornton Tomaseti 12. MOUNT TEMPERATURE SENSORS, THERMOSTATS, AND HUMIDISTATS WHERE INDICATED ON PLANS, AT 5'-0" AFF BALANCING REPORT TO CODE OFFICIALS REPRESENTANTS. UNLESS OTHERWISE NOTED. ALL TERMINAL UNITS SHALL REQUIRE TEMPERATURE SENSORS. SEE THE ARCHITECTURAL AND INTERIOR DRAWINGS AS WELL AS THE MECHANICAL DRAWINGS FOR THE COORDINATED Structural Engineer LOCATIONS. WHERE THERE IS A CONFLICT OF LOCATIONS AMONG THE DRAWINGS, NOTIFY THE ARCHITECT 12750 Merit Drive IMMEDIATELY FOR RESOLUTION. Suite 750 13. ALL BRANCH DUCTWORK SHALL BE THE SAME SIZE AS THE DIFFUSER CONNECTION SERVED UNLESS OTHERWISE Dallas, Texas 75251 NOTED. 14. ALL DIFFUSERS INSTALLED IN LAY-IN CEILINGS SHALL BE 4-WAY PATTERN UNLESS OTHERWISE NOTED. ADJUST ALL DIFFUSERS IN CORRIDORS OR WITHIN 3 FEET OF A WALL TO PROVIDE 2-WAY OR 3-WAY Thompson Company DISTRIBUTION AWAY FROM OR PARALLEL TO WALLS. MEP Engineer 15. PROVIDE FIRE AND/OR SMOKE DAMPERS IN ALL FIRE AND/OR SMOKE RATED WALLS AND FLOORS AS 50 Technology Parkway, South IDENTIFIED ON ARCHITECTURAL DRAWINGS. RATINGS OF FIRE DAMPERS SHALL MEET THE RATING AS IDENTIFIED Norcross, GA 30092 IN THE ARCHITECTURAL WALL RATING SCHEDULE AND LIFE SAFETY PLANS. 16. PROVIDE AND INSTALL ALL DUCT MOUNTED ACCESS DOORS FOR ALL FIRE AND/OR SMOKE DAMPERS NOT OTHERWISE ACCESSIBLE. LOCATE ACCESS PANELS IN BACK-OF-HOUSE AREAS WHERE POSSIBLE. 17. ALL WIRING IN THE CEILING PLENUM SHALL BE PLENUM RATED CABLE PER NFPA-70 OR BE INSTALLED IN CONDUIT. 18. ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES LOCATED IN INACCESSIBLE CEILINGS SHALL HAVE FACE OPERABLE DAMPERS TO ALLOW AIR BALANCING OF THE SYSTEM AFTER THE CEILING IS IN PLACE. 19. AN IONIZATION TYPE SMOKE DETECTOR FOR UNIT SHUTDOWN SHALL BE INSTALLED IN THE SUPPLY AND a 400. RETURN AIR DUCT OF EACH AHU, FCU AND .FANS OF 2000 CFM AND GREATER. FOR AHU SHUTDOWN WITH 15000 CFM AND GREATER, PROVIDE ACCESS PANEL FOR SMOKE DETECTORS. 20• CONDENSATE DRAIN LINES RUNNING HORIZONTALLY SHALL BE SLOPED 1/4 " PER FOOT DOWN IN THE DIRECTION OF FLOW. 21. ALL TERMINAL UNITS (VAV'S AND PIU'S), FCU'S, VALVES, FANS AND DAMPERS ABOVE CEILING SHALL BE ACCESSIBLE. UNITS SHALL BE LOCATED WITHIN 24" OF CEILING. CONTRACTOR SHALL COORDINATE ALL ACCESS PANELS IN CEILINGS OR WALLS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND INTERIOR DRAWINGS FOR PROPER LOCATION. NO ACCESS PANELS ARE ALLOWED IN PUBLIC SPACES WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT. 22. ALL TOILET, DISHWASHER, AND SHOWER EXHAUST DUCTWORK SHALL HAVE WATERTIGHT JOINTS. HORIZONTAL DUCTWORK SHALL BE SLOPED DOWN 1/8" PER FOOT TOWARDS GRILLE. 23. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT SIZE, LOCATION AND MOUNTING HEIGHT OF ALL LOUVERS AND/OR EXTERIOR WALL MOUNTED DEVICES. 24. RETURN AIR SHALL BE THROUGH CEILING DIFFUSERS, GRILLES OR ARCHITECTURAL SLOTS PROVIDED IN THE CEILING UNLESS SHOWN OTHERWISE. 25. FLEXIBLE DUCT CONNECTION SHALL BE PROVIDED WHERE ALL DUCTWORK PASSES ACROSS A BUILDING EXPANSION JOINT. FLEXIBLE CONNECTORS SHALL BE NON-COMBUSTIBLE, GLASS FABRIC TYPE DOUBLE COATED WITH NEOPRENE. PROVIDE DUCT SUPPORTS ON EACH SIDE OF THE CONNECTION. 26. FLEXIBLE PIPE CONNECTORS SHALL BE PROVIDED WHERE ALL PIPES PASS ACROSS A BUILDING EXPANSION 0 JOINT. FLEXIBLE CONNECTORS SHALL BE FIXED FLANGED WITH HEAVY DUTY STEEL FLANGES, CARBON STEEL Issue Date Issue Description By Check FITTINGS, SEAMLESS CORRUGATED INNER CORE AND STAINLESS STEEL BRAIDING. PROVIDE PIPE SUPPORTS ON 1 04.28.06 SMM WLT EACH SIDE OF THE CONNECTION. PRELIMINARY PRICING PACKAGE 27• PROVIDE THERMOSTAT CONTROLS THAT ARE LOCATED OUT OF SIGHT (SUCH AS SERVICE CORRIDORS, WAITER STATIONS, ETC.). COORDINATE THE LOCATION WITH BOTH THE ARCHITECT AND THE INTERIOR DESIGNER. 2 05.26.06 SMM WLT 28. FOR ALL EQUIPMENT, DUCTWORK, PIPING AND APPURTENANCES EXPOSED TO AN OUTDOOR ENVIRONMENT ISSUE FOR PHASE I CONSTRUCTION SPECIAL CARE SHALL BE TAKEN TO ENSURE THAT THE UNIT CASING, MOTORS, VALVES AND OTHER APPURTENANCES ARE PROPERLY PROTECTED AS SPECIFIED. PROVIDE EITHER AN EPDXY COATING, GALVANIZED 3 07.28.06 SMM WLT COATING, STAINLESS STEEL MATERIALS OR OTHER SIMILAR PROTECTION. ADDENDUM 1-6 29. THE CONTRACTOR SHALL MAKE FINAL CONNECTION TO ALL EQUIPMENT INDICATED ON DRAWINGS INCLUDING KITCHEN, LAUNDRY AND ANY EQUIPMENT FURNISHED BY OWNER. FINAL CONNECTION SHALL INCLUDE, BUT NOT BE LIMITED TO, ANY ADAPTERS, NIPPLES, SHUTOFF VALVES, AND PRESSURE REGULATING VALVES REQUIRED. 10 12.08.06 SMM WLT 30. ALL LOUVERS AND DUCTS OPEN ON END SHALL BE COVERED WITH 1/2" WIRE MESH SCREEN OR ACCEPTABLE ISSUE FOR GMP EQUIVALENT. 11 12.22.06 SMM WLT 31. ALL MOTOR STARTERS, UNLESS OTHERWISE NOTED, SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL ISSUE FOR PERMIT REVISION CONTRACTOR. 32. ALL TRANSFER GRILLES AT RESTROOMS SHALL HAVE ZERO LEAKAGE BACK DRAFT DAMPERS. NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET NOTES Seal/Signature Project Name Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD File Name 25047-M00-10 Description GENERAL NOTES Scale moon 10 @2005 Gensler 12/20/2006 4:52:17 PM T:\2005\25047\Cad\Hvac\phase1\25047-M00-10.prf soneal KEY DOTES Sea Turtle Resort FAN COIL UNIT SCHEDULE FAN SCHEDULE Hote e FAN DATA COOLING COIL DATA HTG MOTOR - UNIT_- CONFIGURATION UNIT EXPOSURE QTY ORIENTATION UNIT BASIS OA TOTAL SENS E db E wb L db L wb EWT LWT CHW BASIS COIL MODEL UNIT LxWxH NOTES MARK __-____ _ _LOCATION _ QTY SERVICE FAN_ CFM EXT. DRIVE FAN HP V-PH BASIS OF MODEL CONTROL ACCESSORIES A _ - -- -- ---- -_ - --- - - - - -- --- - -- --- - shford Hospitality Trust NUMBER LOCATION NOM OF DESIGN (CFM) CLG CLG (F) (F) (F) (F) (F) (F) GPM DESIGN kW NO SIZE TYPE a@ 70 DEG.F SP TYPE RPM (WATTS) DESIGN CFM CFM MBH MBH WPD EF-A I TOWER ROOF 14 GUEST RM TOILET EXHAUST 4 280 0.251 BELT 1492 1/6 SEE ELEC GREENHECK GB-071-6 CONTINUOUS OPERATION 1,2,8 14185 Dallas Parkway FCU-1 SINGLE FLOORS 2-7 NW 6 VERTICAL 300 300 0 6.2 5.8 72.0 61.5 53.1 52.4 44 56 1.0 8.3 1.5 MPY 03 17X17X68 SEE BELOW EF-13 GUEST TOILET ROOM 196 GUEST RM TOILET EXHAUST 15 40 DIRECT SEE ELEC SUNCOURT DB204 WALL LIGHT SWITCH FCU-2A MASTER FLOORS 2-7 N 30 VERTICAL 300 260 0 4.5 4.1 72.0 61.5 52.3 51.8 44 56 0.8 7.0 0.8 MMY 03 17X17X88 SEE BELOW EF-C VENDING RMS 7 VENDING RMS 11 450 0.25 DIRECT 1300 1/15 SEE ELEC GREENHECK SQ-95-G WALL T-STAT 2,5,6,8 Suite 1100 FCU-2B SLAVE FLOORS 2-7 N 30 VERTICAL 300 260 0 4.5 4.1 72.0 61.5 52.3 51.8 44 1 56 0.8 7.0 0.8 1 MSY 03 17X17X88 SEE BELOW EF-D ROOF 1 PUMP ROOM 1 15 500 0.25 DIRECT 1 1550 1 1/8 SEE ELEC GREENHECK SEI-12-432-D8 WALL T-STAT 1 2,8, 12 FCU-2C SINGLE FLOORS 2-7 N 6 VERTICAL 300 260 0 4.5 4.1 72.0 61.5 52.3 51.8 44 56 0.8 7.0 0.8 MPY 03 17X17X88 SEE BELOW Dallas, TX 75254 FCU-3 SINGLE FLOORS 2-7 NE 6 VERTICAL 600 730 0 10.3 9.9 72.0 61.5 56.7 54.9 44 56 1.7 4.4 2.7 MPY 06 20X2OX88 SEE BELOW FAN TYPE: ACCESSORIES: FCU-4A MASTER FLOORS 2-7 E 12 VERTICAL 300 420 0 7.7 7.3 72.0 61.5 55.2 53.9 44 56 1.3 11.6 1.2 MMY 03 17X17X88 SEE BELOW FCU-4B SLAVE FLOORS 2-7 E 12 VERTICAL 300 420 0 7.7 7.3 72.0 61.5 55.2 53.9 44 56 1.3 11.6 1.2 MSY 03 17X17X88 SEE BELOW 1. CABINET FAN 1. 12"HIGH CURB FCU-5 SINGLE FLOORS 2-7 SE 6 VERTICAL 600 730 0 10.7 10.3 72.0 61.5 156.7 54.9 44 56 1.8 4.4 2.7 MPY 06 20X2OX88 SEE BELOW NOTES: 2. CABINET FAN WITH CEILING 2. BACKDRAFT DAMPER FCU-6A MASTER FLOORS 2-7 S 24 VERTICAL 300 300 0 6.6 6.2 72.0 61.5 53.1 52.4 44 56 1.1 8.3 0.8 MMY 03 17X17X88 SEE BELOW 1. PROVIDE ADJUSTABLE GRILLE 3. MOTOR-OPERATED DAMPER(MOD) FCU-6B SLAVE FLOORS 2-7 S 24 VERTICAL 300 300 0 6.6 6.2 72.0 61.5 53.1 52.4 44 1 56 1.1 8.3 0.8 MSY 03 17X17X88 SEE BELOW SHEAVES THRU 15 HP 3. ROOF CENTRIFUGAL 4. SPRING ISOLATORS FCU-6C SINGLE FLOORS 2-7 S 6 VERTICAL 300 300 0 6.6 6.2 72.0 61.5 53.1 52.4 44 56 1.1 8.3 0.8 MPY 03 17X17X88 SEE BELOW IF AVAILABLE EXHAUSTER 5. R.I.S. ISOLATORS FCU-7 SINGLE FLOORS 2-7 SW 6 VERTICAL 1 300 1 420 0 7.3 1 6.9 1 72.0 61.5 55.2 53.9 44 56 1.2 1 11.6 1 1.5 MPY 03 17X17X88 SEE BELOW 2. MOD.WHERE SCHEDULED 4. ROOF CENTRIFUGAL UPBLAST 6. BELT GUARD TO BE SAME VOLTAGE 5. ROOF AXIAL EXHAUSTER 7. ADJUSTABLE SHEAVES FCU-11 SINGLE FLOOR 8 NW 1 VERTICAL 600 730 0 11.9 11.5 72.0 61.5 156.7 54.9 44 56 2.0 4.4 3.3 MPY 06 20X20X88 SEE BELOW AS MOTOR 6. ROOF CENTRIFUGAL SUPPLY 8. DISCONNECT AND INTERNAL CONDUIT FCU-12A MASTER FLOOR 8 N 5 VERTICAL 600 570 0 10.6 10.2 72.0 61.5 55.0 53.9 44 56 1.8 3.5 2.6 MMY 06 20X2OX88 SEE BELOW 7. ROOF AXIAL SUPPLY 9. INERTIA BASE All FCU-12B SLAVE FLOOR 8 N 5 VERTICAL 600 570 0 10.6 10.2 72.0 61.5 55.0 53.9 44 56 1.8 3.5 2.6 MSY 06 20X2OX88 SEE BELOW 8. TUBE AXIAL 10. INLET VANES FCU-12C SINGLE FLOOR 8 N 1 VERTICAL 600 570 0 1 10.6 10.2 72.0 61.5 55.0 53.9 1 44 56 1.8 1 3.5 2.6 MPY 06 20X2OX88 SEE BELOW 9. UTILITY SET 11. ALUMINUM BIRD SCREEN 700 Mi am Street FCU-13 SINGLE FLOOR 8 NE 1 VERTICAL 1000 1100 0 18.4 18.0 72.0 61.5 56.8 54.7 44 56 3.1 5.6 5.2 MPY 10 24X24X88 SEE BELOW 10. VANE AXIAL 12. WALL MOOUNTING BOX WITH GUARD Suite 400 FCU-14A MASTER FLOOR 8 E 2 VERTICAL 600 730 0 12.8 12.4 72.0 61.5 55.0 53.9 44 56 2.1 7.6 3.0 MMY 06 20X2OX88 SEE BELOW 11. INLINE CENTRIFUGAL 13. FILTER SECTION Houston TX 77002 FCU-14B SLAVE FLOOR 8 E 2 VERTICAL 600 730 0 12.8 12.4 72.0 61.5 55.0 53.9 44 56 2.1 7.6 3.0 MSY 06 20X2OX88 SEE BELOW 12. BASE-MOUNTED CENTRIFUGAL 14. NFPA CURB EXTENSION WITH GREASE TRAP FCU-15 SINGLE FLOOR 8 SE 1 VERTICAL 1000 1100 0 18.3 17.9 72.0 61.5 56.0 54.2 44 56 3.1 5.6 5.0 MPY 10 24X24X88 SEE BELOW 13. PLUG Telephone 713.228.8050 FCU-16A MASTER FLOOR 8 S 4 VERTICAL 600 570 0 11.2 10.8 72.0 61.5 55.0 53.9 44 56 1.9 7.6 2.6 MMY 06 20X2OX88 SEE BELOW 14. AXIAL UPBLAST ensler Facsimile 713.229.9343 FCU-16B SLAVE FLOOR 8 S 4 VERTICAL 600 570 0 11.2 10.8 72.0 61.5 55.0 53.9 44 56 1.9 7.6 2.6 MSY 06 20X2OX88 SEE BELOW 15. WALL PROP FCU-16C SINGLE FLOOR 8 S 1 VERTICAL 600 J 570 1 0 1 11.2 1 10.8 1 72.01 61.5 1 55.0 1 53.9 144 1 56 1.9 7.6 2.6 MPY 06 20X2OX88 SEE BELOW FCU-17 SINGLE FLOOR 8 SW 1 VERTICAL 600 420 0 12.4 12.0 72.0 61.5 56.0 54.2 44 56 2.1 7.6 3.3 MPY 06 20X2OX88 SEE BELOW GENERAL NOTES: 1. VERTICAL UNIT MOUNTED ON FLOOR.SEE SPECIFICATIONS 2. PROVIDE 1"TA FILTER DIFFUSER SCHEDULE 3. PROVIDE STAINLESS STEEL DRAINPAN DUCT NOMINAL MAXIMUM 4. PROVIDE WALL/REMOTE MOUNTED LOW VOLTAGE T-STAT LOCATED AS SHOWN ON PLANS TAG FUNCTION QTY FACE CONNECTION FACE CFM BASIS OF DIFFUSER ACCESSORIES 5. PROVIDE AUTOMATIC CHANGEOVER FROM COOLING TO HEATING TYPE SIZE SIZE DESIGN NC 6. PROVIDE 2-POLE DISCONNECT SWITCH WITH EACH FAN COIL UNIT A GUEST TOILET EXHAUST 196 REGISTER 6X6 DUCT+ 1-3/4" 40 TITUS-35ORL 32 1 7. PROVIDE SINGLE POINT POWER CONNECTION B FRESH AIR SUPPLY CORRIDOR SIDEWALL 14 GRILLE 22X8 DUCT+ 1-3/4" 230 TITUS-30ORL 32 1 8. PROVIDE BLOWER MOTOR AND CONTROL SUB-FUSING AS REQUIRED WHEN SINGLE SOURCE POWER WITH ELECTRIC HEAT IS SPECIFIED C FRESH AIR SUPPLY CORRIDOR CEILING 14 REGISTER 22X8 DUCT+1-3/4" 480 TITUS TDC 32 1,2,3 9. PROVIDE FACTORY INSTALLED 3/4"CLOSED CELL RISER INSULATION ON PIPING RISERS D VENDING EXHAUST 7 REGISTER 16X10 DUCT+ 1-3/4" 450 TITUS-35ORL 32 1 10. ALUMINUM SUPPLY AIR GRILLE AND LOUVERED FRONT RETURN AIR PANEL STANDARD WITH UNIT Remington Hotels, LP 11. PROVIDE CONDENSATE HIGH LEVEL SWITCH NOTES: ACCESSORIES: 12. SELECT APPROPRIATE RETURN AIR/ACCESS PANEL TYPE FOR REMOTE WALL MOUNTED CONTROL AND DRY WALL APPLIED DIRECTLY TO THE CABINET 1. AIR DEVICES STYLES TO BE APPROVED BY ARCHITECT 1. KEY OPERATED OPPOSED BLADE DAMPER. Project Manager 13. CONFIGURATION: "MASTER"(MODEL MMY)PROVIDED WITH FACTORY INSTALLED CHWS/R,CONDENSATE RISERS,"SLAVE"(MODEL MSY)REQUIRES FIELD BRAZING TO CONNECT TO MASTER RISER 2. BORDER LAY-IN T-BAR APPLICATION,AS REQUIRED. 14185 Dallas Parkway 14. CONFIGURATION"SINGLE"(MODEL MPY)TO HAVE FACTORY INSTALLED CHWS/R,CONDENSATE RISERS(NO SLAVE UNIT SHARING RISERS) 3. BORDER TYPEA FOR SURFACE MOUNTING,AS REQUIRED. Suite 1150 15. FAN/COIL CONFIGURATION TO BE DRAWTHRU 16. CAPACITIES BASED ON MAX GLAZING U-VALUE 0.88 AND MAX GLAZING SHGC=0.42 Dallas, Texas 75254 17. BASIS OF DESIGN IS INTERNATIONAL ENVIRONMENTAL,CONCEALED MODULAR UNIT Thornton Tomaseti 100%OUTSIDE AIR DEHUMIDIFICATION ROOFTOP UNIT SCHEDULE SUPPLY AIR OA MIN DEHUMIDIFICATION COIL PREHEAT COIL Structural Engineer PACKAGE AIR COOLDED WATER CHILLER SCHEDULE LOCATION SERVICE ORIENTATION SUPPLY ESP FAN TOT SENS EAT LAT COIL LAT UNIT OA LAT kW MIN MODEL NOTES 12750 Merit Drive NOM EVAPORATOR CONDENSER CFM IN WG HP MBH MBH DP7 WB MCDB BTU/LB DB WB DB WB DESIGN EER NO Suite 750 MARK LOCATION AREA CAPACITY TYPE INPUT GPM ENTERING LEAVING PD AMBIENT NO. HP APPROX MODEL ACCESSORIES OAU-1 TOWER ROOF GUEST RM CORRIDOR HORIZ DISCHARGE 3,200 0.75 1 235 69 77.7 79.4 84.5 1 43 72 60.17 28 72 45 RM025 SEE BELOW SERVED TONS DEG F DEG.F FT DEG F FANS EACH WT OAU-2 TOWER ROOF GUEST RM CORRIDOR HORIZ DISCHARGE 1 5,260 1.00 1 386 1 114 1177.7179.4 84.5 1 43 72 60.17 28 t 72 73 RN040 SEE BELOW Dallas, Texas 75251 CH-1 TOWER ROOF TOWER-LEVELS 0 THROUGH 8 150 2 300 56 44 14 95 15,400 YACAV0157 1,2,3,4,5 NOTES: GENERAL NOTES: TYPE: 1. PROVIDE FULL PERIMETER ROOF MOUNTING CURB W/HORIZONTAL DISCHARGE OPTION OR ROOFTOP UNIT SIDEWALL DISCHARGE Thompson Company 1. EVAPORATOR PERFORMANCE BASED ON .0001 FOULING FACTOR 1. CENTRIFUGAL 2. PROVIDE FILTER RACK WITH DISPOSABLE FILTERS. 2. CAPACITY BASED ON MAX GLAZING U-VALUE 0.88 AND MAX GLAZING SHGC=0.42 2. SCREW 3. DISCONNECT SWITCH MEP Engineer 3. BASIS OF DESIGN IS YORK LATITUDE 3. ROTARY 4. SMOKE DETECTORS IN SUPPLY 50 Technology Parkway, South 5. CONVENIENCE OUTLET Norcross, GA 30092 6. STAINLESS STEEL DOUBLE WALLED PANELS AND DRAIN PAN 7.TEFC FAN MOTOR(1170 RPM)WITH SEAL TIGHT CONDUIT ACCESSORIES: 8. PROVIDE DEHUMIDIFICATION COOLING AND HOT GAS REHEAT COILS WITH MODULATING CONTROL VALVE FOR SUPPLY AIR TEMPERATURE AS SCHEDULED 1. FLOW SWITCHES FOR FIELD INSTALLATION 9. MIN.2 STAGE CIRCUIT FOR COOLING AND HEATING MODES. 2. PROVIDE UNIT MOUNTED DDC CONTROLS WITH REMOTE ALARM CONTACT 10.CONTRACTOR TO PROVIDE HURRICANE TIE-DN 3. UNIT SPRING ISOLATORS 11.PROVIDE FACTORY COATED CORROSION PROTECTION AGAINST SALT AIR 4. PROVIDE FACTORY APPLIED EPDXY COATED CONDENSER COILS FOR PROTECTION AGAINST SALT AIR 12.TOT MBH CALCULATED USING DESIGN DEWPOINT AND MCDB(ENT AIR CONDITIONS AS SCHEDULED). 5. SINGLE POINT POWER WIRING SENSIBLE CAPACITY CALCULATED USING ASHRAE 1%OUTDOOR DESIGN DB 92F. 12. PROVIDE SINGLE POINT OF CONNECTION FOR ELECTRICAL 40 13. PROVIDE 36"HIGH SIDE DISCHARGE CURB 14. BASIS OF DESIGN IS AAON. i PUMP SCHEDULE SEAL MOTOR BASIS MARK SERVICE LOCATION TYPE MOUNTING GPM FT HD NPSHR SIZE TYPE HP RPM OF DESIGN UNIT HEATER SCHEDULE P-1 CHW 100% ROOF 2 OR 6 1 300 85 - 4X4X10 MECH 1 15 1750 ARMSTRONG AIR MOTOR DATA P-3 CHW 100%STANDBY ROOF 2 OR 6 1 300 1 85 - 4X4X10 MECH 1 15 1 1750 ARMSTRONG MARK LOCATION TYPE NOM EAT HP REMARKS CFM F KW (WATTS) . RPM V-PH MODEL TYPE: MOUNTING: EUH-1 I PUMP ROOM ON ROOF H 270 3.75 8 1350 208-11 MWUH5004 5 1. VERTICAL DISCHARGE,SIDE SUCTION 1. INERTIA BASE WITH SPRING ISOLATORS 2. BASE MOUNTED END SUCTION 2. GROUT PUMP BASE TO HOUSE KEEPING PAD GENERAL NOTES: TYPE: REMARKS: 3. BASE MOUNTED END SUCTION CLOSE COUPLED 3. SUSPENDED IN LINE 1. MODEL BASED ON QMARK H=HORIZ.THROW 1.PROVIDE HORIZ. LOUVERS 4. HORIZONTAL SPLIT CASE 4. FOOT MOUNT IN LINE V=VERT.THROW 2.PROVIDE HORIZ.AND VERT. LOUVERS 5. VERTICAL SPLIT CASE 3.PROVIDE DIFFUSER FOR VERT.THROW 6. VERTICAL IN-LINE 4.PROVIDE ADJUSTABLE AXIAL DIFFUSER 7. VERTICAL DISCHARGE,VERTICAL SUCTION FOR VERTICAL FLOW 8. VERTICAL SHAFT, END SUCTION 5.PROVIDE INTEGRAL T-STAT VERTICLE SHAFT END SUCTION SPLIT CASE SEQUENCE OF OPERATION OAU-1,OAU-2 GENERAL 100%OUTDOOR AIR UNITS LOCATED ON THE ROOF ARE CONSTANT VOLUME DX DEHUMIDIFICATION UNITS WITH ELECTRIC HEAT. 1. THE CHILLER(CH-1),CHILLED WATER PUMPS(P-1,P-2), DDC CONTROLS LINKED TO EMS SHALL START AND STOP THE FAN Q OUTDOOR AIR UNITS(OAU-1,OAU-2),AND FUTURE AIR HANDLING AND SHALL RUN CONTINUOUSLY. UNITS SHALL SUPPLY 72 DEGREE Issue Date 8 Issue Description By Check UNITS AND VAV TERMINAL UNITS WILL ALL BE CONTROLLED "NUETRAL"AIR ADJUSTABLE THROUGH THE EMS. THE FAN OPERATION 1 04.28.06 SMM THROUGH DIRECT DIGITAL CONTROLLERS. PROVIDE ALL SHALL BE SUBJECT TO SAFETIES SUCH AS FREEZESTATS,SMOKE PRELIMINARY PRICING PACKAGE REQUIRED COMPONENTS,SOFTWARE, PROGRAMMING,AND DETECTORS,OVERLOADS, ETC. SMOKE DETECTORS LOCATED IN EXPANSION TANK SCHEDULE HOTEL BUILDING ENGINEER TRAINING FOR A COMPLETE AND THE SUPPLY AIR DUCT SHALL UPON DETECTION OF PRODUCTS OF SYSTEM TEMPERATURE F PRESSURE TANK VOLUME TANK SIZE OPERATIONAL SYSTEM. COMBUSTION DE-ENERGIZE THE UNIT AND ALARM THROUGH THE EMS. 2 05.26.06 SMM WLT MARK TYPE SERVICE VOLUME COLD HOT FILL MAX OPER ACCEPTANCE TOTAL LENGTH DIAMETER BASIS OF 2. ALL SETPOINTS INDICATED ARE INITIAL SETPOINTS AND WILL ISSUE FOR PHASE I CONSTRUCTION (GAL)--- TEMP TEMP PSIGPSIGGALGALININ DESIGN ET-1 VB CHW 2250 40 90 12 50 13 23 56 16 B&G D-SOV BE ADJUSTABLE THROUGH ENERGY MANAGEMENT SYSTEM.(EMS). EUH-1 OUTSIDE AIR SENSOR WILL BE PROVIDED FOR GLOBAL USE BY ALL CONTROLLERS AND IN ALL CONTROL SEQUENCES. MOUNT INTEGRAL THERMOSTAT FURNISHED WITH HEATER CYCLES FAN AND 3 06.16.06 SMM WLT TYPE: SENSOR ON NORTH SIDE OF BUILDING AND PROVIDE SUNSHIELD. HEAT TO MAINTAIN SETPOINT TEMPERATURE(50F ADJUSTABLE). ADDENDUM 1-1 VB=VERTICAL BLADDER HB=HORIZONTAL BLADDER 3. PROVIDE POWER WIRING TO DAMPERS REQUIRED TO BE HC=HORIZONTAL, NO BLADDER WITH SIGHT GLASS,TANK FITTINGS AND DRAIN FURNISHED BY THIS SEQUENCE OF OPERATION AND TO DAMPERS FAN COIL UNITS 4 06.28.06 SMM WLT FURNISHED WITH EQUIPMENT SCHEDULED ON MECHANICAL DRAWINGS AS REQUIRED. UNITS ARE CHILLED WATER COOLING WITH ELECTRIC HEAT. ADDENDUM 1-6 THERMOSTAT SHALL BE WALL MOUNTED ELECTRIC LOW VOLTAGE 4. ALL CONTROL COMPONENTS AND CONTROL STRATEGIES WILL BE AND SHALL CYCLE COOLING COIL CONTROL VALVE AND INTEGRAL 5 08.21.06 SMM WLT SELECTED TO PREVENT SHORT CYCLING OF EQUIPMENT. ELECTRIC STRIP HEATER CONTROLS TO MAINTAIN SPACE TEMPERATURE AT SETPOINT. CONTROLS TO PROVIDE CHANGEOVER FROM HEATING ADDENDUM 1-7 5. ALL CONTROL TUBING AND WIRING WILL BE CONCEALED FROM TO COOLING MODE ON INDIVIDUAL BASIS THROUGHOUT THE YEAR. VIEW. ROUTE TUBING AND WIRING ON TOP OF DUCT AND PIPE AND CONTROLS TO PREVENT SIMULTANEOUS HEATING AND COOLING AS FASTEN SECURELY. ALL DROPS IN MECHANICAL ROOM TO EQUIPMENT PROHIBITED BY FLORIDA ENERGY CODE. 10 12.08.06 SMM WILT AND TEMPERATURE CONTROL PANELS WILL BE ROUTED IN CONDUIT. ISSUE FOR GMP AIR SEPARATOR SCHEDULE EXHAUST FANS RELATED CAPACITY MAX PRESS PIPE 6. LOCATION OF OPERATOR WORK STATION TO BE DIRECTED BY OWNER. EF-A: TOILET EXHAUST FAN ON ROOF SHALL RUN CONTINUOUSLY, 11 12.22.06 SMM WLT MARK SYSTEM GPM DROP CONN MANUF MODEL 7. PROVIDE COMMUNICATIONS INTERLOCK COMPATABLE WITH CHILLER CREATING A SLIGHT NEGATIVE PRESSURE IN THE SHAFT OPENINGS FT IN MANUFACTURER'S PANEL. BETWEEN THE GUEST TOILET ROOMS. ISSUE FOR PERMIT REVISION AS-1 CHW 280 2 4 B&G ROLAIRTROL RL-4 8. PROVIDE CAPABILITY FOR FUTURE CONNECTION TO OPERATOR EF-B: INDIVIDUAL GUEST ROOM TOILET EXHAUST FANS SHALL BE WORKSTATION. CONTROLLED BY MANUAL WALL LIGHT SWITCH FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. EF-C: INLINE EXHAUST FAN FOR VENDING SHALL BE CONTROLED CHILLED WATER SYSTEM SEQUENCE OF OPERATIONS BY WALL MOUNTED THERMOSTAT IN THE VENDING SPACE AND SHALL CYCLE FAN TO MAINTAIN SPACE TEMPERATURE SETPOINT THE CHILLED WATER SYSTEM CONSISTS OF(1)AIR COOLED CHILLER AND(2)CONSTANT VOLUME CHILLED WATER PUMPS(ONE AT 100% SYSTEM FLOW,AND ONE FULL STANDBY). ONE POINT OF COMMAND SHALL BE PROVIDED TO ALLOW ENABLING AND DISABLING OF THE CHILLED NOTE: REFER TO PROJECT MANUAL WATER SYSTEM THROUGH THE EMS. SYSTEM OPERATION WILL BE CONTINUOUS. THE CHILLER WILL MAINTAIN THE SETPOINT CHILLED WATER TEMPERATURE FOR GENERAL NOTES, KEY NOTES, THROUGH THE CENTRAL DDC. THE(2)PUMPS PIPED IN PARALLEL,SHALL BE CONTROLLED IN A LEAD/BACK-UP SEQUENCE. THE LEAD PUMP WILL PROVIDE AND SPECIFICATION ON THIS PROJECT. 100%OF THE CONNECTED LOAD. INITIAL CHILLED WATER PUMP STARTUP SHALL BE ACCOMPLISHED THROUGH A MANUAL COMMAND OR AS SCHEDULED BY THE DDC. THE PUMPS SHALL START AND RUN CONTINUOUSLY. IF THE LEAD PUMP FAILS TO START,IT SHALL BE DE-ENERGIZED AND SHEET NOTES THE BACK-UP PUMP SHALL START. LEAD/BACK-UP SELECTION SHALL BE Seal/Signature DECIDED BASED UPON THE NUMBER OF STARTS AND TOTAL RUNTIMES. THE PUMP WITH THE LEAST NUMBER OF STARTS SHALL ALWAYS BE STARTED FIRST. PUMP DESIGNATIONS SHALL BE SELECTED THROUGH THE DDC. PROOF OF FLOW SHALL BE INDICATED BY A DIFFERENTIAL PRESSURE SENSOR ACROSS THE PUMP SUCTION AND DISCHARGE OR A CURRENT SENSING TRANSFORMER ON THE PUMP ELECTICAL FEEDERS. MAINTAIN FOR EACH PUMP AND CHILLER A RECORD OF THE RUN TIME ANDNUMBER OF STARTS. IF A LOSS OF FLOW IS DETECTED AT THE CHILLER PRIMARY PUMP,THE STANDBY PUMP WILL BE STARTED AND THE ASSOCIATED AUTOMATIC VALVE WILL OPEN. A PUMP FAILURE ALARM WILL BE REPORTED THROUGH THE DDC. DDC INTERFACE WILL BE THROUGH HARD CONTACTS AT THE CHILLER CONTROL PANEL. PROVIDE SOFTWARE LEAD/LAG SWITCHES FOR THE Project Name PUMPS AND ADDITIONAL CONTACTORS INDICATED. Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD File Name 25047-M00-20 IDescription SCHEDULES AND SEQUENCE OF OPERATION `Scale M00x20 02005 Gensler 12/20/2006 4:23:16 PM T:\2005\25047\Cad\Hvac\phasel\25047-M00-20.prf fhollomon KEY-- NOT S 11, 401 ea e Resort (A 7 IV rF KEYED NOTES: AX Ay K L C) 18w DEEP PLENUM FULL WIDTH OF LOUVER PITCH BOTTOM OF PLENUM TO LOUVER Hotel Renovatl* on /CH MOUNT EMAUST AIR GRILLE AS HIGH AS POSS 4 16X12 LOUVER FACE AREA 0.6 SF MIN LOUVER FREE AREA Ashford Hos itality Trust -------- BLANK-OFF UNUSED PORTION OF LOUVER 14185 Dallas Parkway X TING 24X10 DUCT RISER WITH EXISTING 22X8 42� EXIs OPENING BELOW CEILING TO BE REUSED Suite 1100 FCU CONTRACTOR TO REPLACE GRILLE ON FACE OF 3 CORRIDOR WALL ONLY Dallas TX 75254 6R\ DAMPER ACCESS 5 /CH'W*I 6R\ rC H rC H 2 TYPICAL FOR 2 RISERS 2 1 ��2� 1 PANEL KING FCU FCUI Wlllz FCU FCUI FCU FC7U GUESTROOM CONTRACTOR TO FIELD CONNECT B COMBINATION FIRE/SMOKE DAMPER. 2A 2131 2A 2B 2A 2B 2A 2B 2A HOSE END BLOWDOWN VALVE ON ACTUATOR TO BE 24V. CHWS/R RISERS FOR MAINTENANCE ig 17.--,-7 �_p .41 > QC. TO PROVIDE ACCESS TO VALVE S^� 0 ROUTE CONDENSATE DRAIN RISER FROM LEVEL THROUGH REMOVABLE PANEL ON T-- 4 4 2 TO GRADE LEVEL INSIDE NEW EXTERIOR WALL FAN COIL UNIT ENCLOSURE-TYP 4 DOUBLE SEE KEYED NOTE 9 AND DETAIL 5 THIS SHEET GUESTROOM CONSTRUCTION. AT GRADE, PENETRATE NEW EXTERIOR WALL AND SPILL TO GRADE NTH 04 90" ELBOW TURNED DN. DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE FCU ROUTE CONDENSATE DRAIN RISER FROM LEVEL V GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM GUESTROOM 22X8 5 4A 2 TO LOW ROOF INSIDE NEW EXTERIOR WALL CFM CONSTRUCTION. AT LOW ROOF, PENETRATE > NEW EXTERIOR WALL AND SLOPE TO NEAREST 222 ')l 2 210 208 1 AI DOUBLE DOUBLE GUESTROOM Suite 400 224 DOUBLE UC 480 700 Milam Street RE- ROOF DRAIN. GUESTROOM GUESTROOM !S?17 177 Houston TX 77002 > . 0 > TING Telephone 713.228.8050 2=8 226 ROUTE CONDENSATE DRAIN THROUGH EXIs - ---- ------ --- - > EXTERIOR WALL AND SLOPE TO NEAREST ROOF r-=-- ions or Facsimile 713.229.9343 DRAIN. 2 F r; It <\ TING -P ROUTE CONDENSATE DRAIN THROUGH EXIs DOUBLE EXTERIOR WALL AND SPILL TO GRADE WITH 90* 01\ [Fit I U Jib GUESTROOM TURNED DN. 72, V- ,oll 0 L� . F I �,\I I ----------- > ROUTE CONDENSATE DRAIN RISER DOWN TO e230 I IL-J, (D230 rO A TRANSFER AIR > OA LEVEL 1 CEILING SPACE AND CAP. TO BE CFM CFM 2� THROUGH EXISTING 22XIES 22X8 ROUTED TO NEARBY 4* STORM DRAIN IN PHASE LOUVER ON DOOR 2 Ld i DOUBLE 2. ------- 9 BECAUSE OF TRANSFER GIRDERS AT THE LEVEL 2 GUESTROOM >4 > FLOOR IT IS NOT POSSIBLE TO EXTEND CHWS/R t f RISERS DOWN TO FIRST FLR CEILING SPACE. icc P� �, T CH RISER DRAINAGE AT THIS LOCATION TO BE e CE ------------ PROVIDED AT 2ND FLOOR L CATI N UGH L -A MACH 1 '1 1 N E ROUTE CONDENSATE DRAIN RISER FROM LEVEL VENDINGN' AN ACCESS PANEL IN THE FCU ENCLOSURE Fog" 14 450 �al.4 1, 11 L-L CFM 2 TO GRADE LEVEL INSIDE NEW EXTERIOR WALL Rem J. I �-Ift ington Hotels, LP 2� 16X10 CONSTRUCTION. AT GRADE, PENETRATE NEW DOUBLE �A DOUBLE EXTERIOR WALL AND SPILL TO GRADE NTH Project Manager \M02.0;1 DOUBLE DOUBLE HC GUESTROOM HC GUESTROOM GUESTROOM GUESTROOM 0 90" ELBOW TURNED DN. DOUBLE DOUBLE HC 14185 Dallas Parkway FCU 200, STORAGE IV,Ile, DOUBLE GUESTROOM STROOM IGUESTROOM �4, 2_1 5 4B I Suite 1150 GUE GUESTROOM GUESTROOM 21-1 g480 ANICAL Set DOUBI F 17 i.,,ML(;H 0 > CFM `23 GUESTROOM 225 ;z F 1> Dallas, Texas 75254 HOI ISEKEEPING NOTES: 22X8 GUESTROOM G UESTROOM N -1 THROUGH FCU-7 FLEXIBLE ARE FOR TYP FLOORS 2 THRU 8 AS Md, 1. NOTE THAT FCU F! Thornton Tomaseti BWV_ CONNECTION SCHEDULED ON DWG MOO.20 W, co ----------_ RIEZ_ -7 I TVIUAL FCU-11 THROUGH FCU-17 ARE FOR gm 5 Structural Engineer M�7 LEVEL 8; LEVEL 8 HAVING DIFFERENT CAPACITIES DUE TO THE ADDED ROOF 12750 Merit Drive FCU FCU FCU1 FCU FCU1 1 LOAD 6B 6B Suite 750 6B 6A 6C 1 KING U 2. PROVIDE HOSE END BLOW-DOWN VALVES Dallas, Texas 75251 PER ACCESS GUESTROOM rCHY CH i I i I DAM EXTEND PANEL AT THE BASE OF EACH RISER. 14-1 RISERS TO ABOVE LEVEL 1 CEILING. ACCESS PANELS TO BE PROVIDED IN L !7E 01 LEVEL 1 CEILING DURING PHASE 2 Thompson Company A_ tz WHERE NECESSARY (TYP CLG), FOR THE EVENT THAT A RISER MUST BE DRAINED. MEP Engineer THIS DOES NOT APPLY TO (4) RISERS 50 Technology Parkway, South 02.0 REFERED TO IN KEYED NOTE 9 ABOVE. �C�H Norcross, GA 30092 /Z Qe� 3. PARLER SUITES LEVEL 5 AND GUEST TYPICAL FLOOR PLAN ROOMS BELOW LEVEL 5 TO BE M02.02 PROVIDED NTH LOWERED CEILINGS TO ALE: 1/8w I%0" SC ACCOMMODATE THE CHWS/R AND COND RISER OFFSETS REQUIRED FOR OFFSET FCU LOCATIONS ON LEVEL 5. SLOPE CONDENSATE PIPING. 4. MECHANICAL CONTRACTOR TO SEE STRUCTURAL DRAWINGS FOR HORIZONTAL CHWS/R AND CONDENSATE PIPING PENETRATION HEIGHTS AND LIMITATIONS 12 THIS IS ESPECIALLY CRUTIAL ON LEVEL 2 WHERE TRANSFER GIRDERS ...... --- ------ J 4 SEPARATE GUEST ROOMS J J-1- - F A", _4 Raul V/ x", A 14 r 3, r� ad�Wml 22" MIN T JL SUBDUCT TYPICAL SUBDUCT 0 SEE ELEVATION 3 "4 THIS SHEET TYPICAL r ,!,J iz\ 040 040 CEILING:7 CFM CFM EF 4"0 FAN Y'. �A B TYPICAL 2 r X </ L EXISTING Z� Issue Date&Issue Description By Check CMU WALL > 1 04.28.06 SMM Ilk. PRELIMINARY PRICING PACKAGE EXISTING SHAFT 2 05.26.06 SMM WLT 040 40 OPENING CFM JFM X6 k ISSUE FOR PHASE I CONSTRUCTION 6X6 i i TYPIC GUES 'AL GUEST LL TOILET ROOM TOILET ROOM 3 07.28.06 SMM WLT RA RA k A ADDENDUM 1-6 10 12-08.06 SMM WLT SA SA A, "N ------------ ....... ISSUE FOR GMP Y 1: - � ;�_ -4, � .......................... 11 12.22.06 SMM WLT ISSUE FOR PERMIT REVISION NOTES: 1. SUBDUCT/EXHAUST FAN ASSEMBLY TO BE MOUNTED IN EXIS71NG SHAFT CAVITY 2. EXHAUST FANS EF-B TO BE CONTROLED BY WAH MOUNTED LIGHT SWITCH 3. EXISTING SHAFT OPENING BETWEEN TOILET ROOMS. NO EXHAUST RISER EXISTS OR WILL BE INSTALLED. GC TO PATCH EXISTING ACCESS OPENINGS IN GUEST ROOM CORRIDOR TO RESROTRE THE INTEGRITY OF THE SHAFT RATING. ELEVATION , TYPICAL GUEST ROOM TOILET EXHAUST M02.02 SCALE: 112" 1%0" t'2'\ ENLARGED PLAN TYPICAL GUEST ROOM TOILET EXHAUST ACCESSPANEL M02.02 TO CHWS/R RISERS SCALE: 112 1 Iwo" TYPICAL FOR 4 UNITS, ONLY NQTES: SEE KEYED NOTE 9 1. MASTER-SLAVE ARRANGEMENT SHOWN: WHERE BACK-TO-BACK FAN COIL UNITS SHARE A COMMON RISER NOTE: REFER TO PROJECT MANUAL FIELD BRAZING REQUIRED TO CONNECT SLAVE UNIT PIPING TO MASTER RISERS. FIRE SAFE PIPING PENETRATIONS FROM SLAVE UNIT TO MASTER UNIT THROUGH 1-HOUR RATED CMU WALL FOR GENERAL NOTES, KEY NOTES, SEPARATING THE GUEST ROOMS. 7 CE3UNG AND SPECIFICATION ON THIS PROJECT. 2. NEW POURED BEAMS AT ROOF FRAMING TO BE SLEEVED TO ACCOMMODATE CHW RISER ROOFING PENETRATIONS. 3. PROVIDE (AS SCHEDULED) A 2-POLE SWITCH AT THE FAN COIL UNIT FOR SAFE SERVICEABILITY SUPPLY 4. FCU SUPPLY AIR TO BLOW PARALLEL TO GLAZING IN EACH ROOM, RETURN AIR TO ENTER UNIT PERPENDICULAR SHEET NOTES AIR TO SUPLY AIR FLOW Seal/Signature 5. CONDENSATE DRAIN RISERS TO RUN PARALLEL WITH CHW RISERS. SEE M05.00 FOR TERMINATION. 6. FCU TO BE CONTROLLED BY A WALL-MOUNTED T-STAT LOCATED ON THE WALL SEPARATING THE BEDROOM 89-00 AND TOILET ROOM AS SHOWN. UNIT HT \_FAN COIL UNIT ENCLOSURE TYPICAL FAN COIL UNIT LAYOUT Project Name M02.0- SCALE: 114m I%0" Sea Turtle Resort Remington Hotel Corporation FLOOR Project Number ELEVATION 02.5635.000 CAD File Name M02-02 FAN COIL UNIT WITH RISER ACCESS Description M02.02 SCALE: 1/4" 1'-0" MECHANICAL PLAN LEVELS 2 THROUGH 8 Scale SCALE: 1/8"=V-011 M02mO2 0 1' 4' 8' 16 02006 Gensler S S Turtl p t,2 �2A F-C-01 FCLU U-2 C-1 7 2B ir-/zt�. 12/20/2006 4:45:39 PM T:\2005\25047\Cad\Hvac\phosel\25047-MO2-02.prf soneal KEY NOTES Sea Turtle Resort PROVIDE SMOKE DETECTOR IN SUPPLY Hotel Renovatl* on OF EACH OUTDOOR AIR UNIT. PROVIDE REQUIRED HURRICANE TIE DOWN ROUTE CONDENSATE TO NEAREST ROOF DRAIN .ta ity Trust 26X16 OA DUCT DOWN OUTSIDE 2. LOCATE NEW CHILLER, OAU-1 AND Ashford Hospitality OF BUILDING ENVELOPE OAU-2 NEAR ROOF CENTER TO PREVENT 14185 Dallas Parkway IN NEW SHAFT PROVIDED NEW AIR FLOW AROUNDFROM NTERFERING EQU EQUIPMENT WITHSuite 1100 TO LEVEL 2, TYP 2 c4W 3. PIPING RUNNING ON THE ROOF SHALL BE RAISED Dallas, TX 75254 AX AY A A B C D E F G H i KL NOT LESS THAN 8 INCHES ABOVE THE FINISHED 13.3 GPM ROOF SURFACE PER THE FLORIDA BUILDING CODE 4. REMOVE EXISTING ABANDONED OUTDOOR AIR UNIT AND ASSOCIATED DUCTWORK ON ROOF I AND REPLACE WITH OAU-1. PROVIDE NEW DUCTWORK ON ROOF TO (2) EXISTING RISERS. REUSED WITHOUT � CHW CHW CHW CHW CHW CHW -�6.6�GPM-� EXISTING RISERS TO BE Q_') Z 2 2 2 Q11 MODIFICATION CHW 12.3 GPM 13.2 GPM 13.2 GPM I 13.2 GPM 13.2 GPM 13.2 GPM 5. EXISTING CHILLED WATER SYSTEM TO BE DEMOLISHED IN PHASE 2 OF THE PROJECT. I 1 I I # 1 I 1 I ! 11 SYSTEM CONSISTS OF (2) ROOFTOP AC CHILLERS, (2) NEW CHW PUMPS LOCATED IN THE 7TH FLOOR 1 1/2 700 Milam Street ..• �' I STORAGE ROOM I 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 I Suite 400 - ( Houston TX 77002 .�,. � 1 1/2 1 1/2 BLOWER 1 1/2 1 1/2 1 1/2 1 1/4--\ Telephone 713.228.8050(2 1 /4 2 e�� /►r I ' CHW Facsimile 713.229.9343 f I FILTER 1 HEATER5 2 ACCESS 2 2 ( 1 1/2 �... ...... ..�....� .._ ...� .. -- I11 19.8 GPM --� CHWR— --- oa-- — — — ---- — --CHWR — — 2 1 1/2 � CHWS — — — c SMOKE DETECTOR � 4 2 1 2 CHVC� 3 WITH DUCT ACCESS s I � � � � � � -�� PROVIDE MANUFACTURER'S _'CON 2 1/2 2 1/2 INTAKE LOUVER `r° REQUIRED CLEARANCE FROM I 30X18 FACE AREA x 6. INSULATION 28X16 I I I PANEL 2 1/2 2 1/2 co ANY OBSTRUCTIONS 3' _ I 6 1.6 SF FREE AREA N TYPICAL FOR BOTH OAU -- EXPOSED CHILLED WATER PIPING AND EXPOSED [ I PROVIDE INSECT SCREEN I '' I HURRICANE APPROVED -- -- OUTDOOR AIR DUCTWORK INSULATION SHALL 31 NEW ENCLOSURE PAINT PER ARCH SPECIFICATIONS --� - - -�- -- -- -- s BE FLEXIBLE. CLOSED-CELL ELASTOMERIC INSULATION ► -. -. _ �, I SMOKE DETECTOR IN THE FORMS AND THICKNESSES LISTED BELOW. 0 � s I OAU # _t 1 EUH # WITH DUCT ACCESS EF #�, 1 I MATERIALS SHALL HAVE A MAXIMUM THERMAL 0 6 . . , I I x x _ _ _. _ �_ _ I CH rF--�--- — — — — — —CHWR— — — — — — ;: # ,a � ' �` � CONDUCTIVITY OF 0.27 BTU-IN/H-FT2-F AT A 75F TYPICAL 14 N N CONTROLS AND CHW EXPANSION TANK I _ i MEAN TEMPERATURE WHEN TESTED IN ACCORDANCE NEW 1 ,,. � I ., x e# z. .k WITH ASTM C 177 OR ASTM C 518, LATEST REVISIONS. COMPRESSOR , _ _� I SUPPLY AIR ACCESS I I NEW Remington Hotels, LP ' DUCTWORK g CHILLER i _ - `' v 1 - BLOWER I; g -�° MATERIALS SHALL HAVE A MAXIMUM WATER VAPOR REQUIRED z I 6 P P 1009 t a CLEARANCE I 52� _, M" FILTER t • TRANSMISSION OF 0.08 PERM-INCHES WHEN TESTED IN OAU-1 ` : I 6 F I s ...,.-. . 1 2 STANDBY CHW -� ACCORDANCE WITH ASTM E 96, PROCEDURE A, LATEST Pro ect Mana ager U 6 16 HEATER g =" x. Parkway I I (..._ is ACCESS 5 REVISION ADHESIVES SHALL BE THE INSULATION 14185 Dallas # I # MANUFACTURERS RECOMMENDED CONTACT ADHESIVE. Suite 1150 -- -�- r EF Y$ .5=. �,. 19.8 GPM INSULATION FlNISH SHALL BE THE INSULATION REQUIRED L66 I CLEARANCE ; I D ''f ,� I I Dallas, Texas 75254 ,�,...: � I MANUFACTURERS RECOMMENDED FINISH FOR OUTDOOR CH-1 EXPOSED PIPING IN SEVERE DESIGN CONDITIONS (81F ` #: V DB AT 90% RH COASTAL AIR). POINT OF CONNECTION TO EXISTING } I t1. . 3 I -- - - - -- Thornton Tomaseti s . OUTSIDE AIR RISER TO GUESTROOM CORRIDOR �` ° � r I _ --�-� ACCESSORIES SUCH AS ADHESIVES, MASTICS AND I 2 2 1 �2 ,� ~° �, ,.� CONTROLS AND OAU � I TRANSITION TO EXISTING RISER / 2 1/2 y,~ " COMPRESSOR 1 1/2 CEMENTS SHALL HAVE THE SAME PROPERTIES AS TYPICAL FOR 2 2 21/2 CH 3 I I F; x ACCESS 2 i � ._ _ LISTED ABOVE AND SHALL NOT DETRACT FROM ANY Structural Engineer OF THE SYSTEM RATINGS AS SPECIFIED ABOVE V CHWS -3 I `�-�` 12750 Merit Drive � f — — oa-- — —CHWR i — —CHWR — — _ ► INSULATION SHALL BE INSTALLED PER THE / MANUFACTURER'S RECOMMENDATIONS. Suite 750 e i s i 1 1 2 1 1/2 1 1/2 1 1/2 Dallas, Texas 75251 1 1 4 / N� / 1 1 4 "`T' ' '� CHILLED WATER PIPING - INSULATION IN TUBULAR 1 1/2 11/2 1 1/2 1 1/2 / — — _ — CHWR H — -+} FORM MINIMUM 2" THICK _ 2 (BASIS OF DESIGN: ARMACELL AP ARMAFLEX TUBE) --+� 1 1/4 ISOLATION VALVE Thompson Company / 3 . p p Y ` - 2 I TYPICAL FRESH AIR DUCTWORK INSULATION IN SHEET FOR MEP<µ _ L ..r.......sw+n. .rw✓,wd L....w,..w «....w.... r...n....w.. 4...wu,r..w .v.............. .r...,..—,. r-0awwM.w r.w.......ww.. ......wem Zwar.. wuCY..r ��.,,� I .,..•n,rw+-w.w..-..e.ne.w ...:w.. .wn+nrn......w+.+.w+>".wor++.+.+ <� Engineer MINIMUM 1-1/2" THICK (BASIS OF DESIGN: ARMACELL ARMATUFF WHITE) 50 Technology Parkway, South 11/2 sY , 1 1/2 � � Norcross, CSA 30092 I s 3 CHW CHW I CHW CHW rCW CHW 9.3 GPM 17 GPM F 17 GPM 17 GPM 17 GPM Y 8.5 GPM r # KEY ED NOTES: �1 REPLACE EXISTING EXHAUST FAN WITH NEW I � 2 �,�,-_,....�..._ ._,��.___._�__...__£.,..._____..�_, ..._..�.,.��_ � `�`" °""`�� EXHAUST FAN ON TOP OF EXISTING SHAFT I1 3" CHWS/R OPENINGS. TYPICAL FOR 14. TAPS FOR FUTURE CHW I I 97 GPM s 8 20 FUTURE TAP FOR LEVELS 0 AND 1 BELOW TOWER. f DISCHARGE LOUVER I 22X16 FACE AREA 13.9 GPM AFTER DEMOLITION OF THE EXISTING CHW SYSTEM 1 SF FREE AREA DURING PHASE 2, THE EXISTING CHW RISERS TO PROVIDE 18" DEEP PLENUM BOX LEVEL 1 WILL BE REPLACED BY NEW 3" RISERS INSECT SCREEN, HURRICANE APPROVED TO SERVE LEVEL 1 CHW FAN COIL UNITS AND PAINT PER ARCH SPECIFICATIONS LEVEL 0 CHW AIR HANDLING UNIT 03 CONTRACTOR TO FIELD VERIFY EXHAUST AIR FANS THAT MAY CONFLICT WITH LOCATIONS OF NEW CURBING FOR NEW MANSARD ROOF. IDENTIFY NEW LOCATION FOR ROOF OPENING. MECHANICAL PLAN - ROOF MO�� SCALE: 118"= 1'-0" N IIssue Date&Issue Description By Check 1 04.28.06 SMM PRELIMINARY PRICING PACKAGE 2 05.26.06 SMM WLT ISSUE FOR PHASE I CONSTRUCTION 3 07.28.06 SMM WLT ADDENDUM 1-6 10 12.08.06 SMM WLT ISSUE FOR GMP 11 12.22.06 SMM WLT ISSUE FOR PERMIT REVISION NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET MOTES Seal/Signature IProject Name Sea Turtle Resort Remington Hotel Corporation lProject Number 02.5635.000 CAD File Name 25047-MO2-09 LDescription MECHANICAL PLAN ROOF Scale SCALE: 1/8"=1'-0" 0 1' 48' 16' M02mO9 ©2005 Gensler 12/20/2006 4:45:53 PM T:\2005\25047\Cad\Hvac\phasel\25047-M02-09.prf soneal KEY NOTES Sea Turtle Resort NEW DUCTWORK ON ROOF POINT OF CONNECTION DAMPER oteRenovation SEE ROOF PLAN TO EXISTING DUCT RISER TYPICAL EF A - - -- - - - - TYPICAL 2 - - POINT OF CONNECTION NEW EXHAUST FAN TO EXISTING SHAFT ON ROOF Ashford Hospitality Trust r% rROOF 14185 Dallas Parkway OAU EXISTING DUCT RISER 230 CFM EXISTING DUCT RISER # �+ -� 230 CFM OAU ---► 480 CFM --► 480 CFM 40 CFM --1f �- 40 CFM Suite 1100 1 TO REMAIN i TO REMAIN } i 2 i EF FSS Fis B Dallas, TX 75254 8TH FL TYP TYP � �-~+ -► 230 CFM 230 CFM No 480 CFM -110 480 CFM 40 CFM -1 f- --� --) -40- 40 CFM 1i iii € 7TH FL -�- + -► 230 CFM ; Lj-+ -� 230 CFM -� 480 CFM -► 480 CFM 40 CFM -► 40 CFM 6TH FL --► 230 CFM 230 CFM 480 CFM -► 480 CFM 40 CFM -► =� -� f- 40 CFM 700 Milam Street 5TH 3 I r Suite 400 Houston TX 77002 230 CFM --1 480 CFM -► 480 CFM 40 CFM -► --{]- � f- 40 CFM # + -► Telephone 713.228.8050 � -�� -�► 230 CFM NEW DUCTWORK i ensler Facsimile 713.229.9343 RISERS 4TH FL TYPICAL t � � � + -► 230 CFM � j""�� -� 230 CFM 480 CFM --► 480 CFM 40 CFM --1 I L -� f- 40 CFM 3RD FL ' If � ��- -► 230 CFM � � � -� 230 CFM -► 480 CFM -► 480 CFM 40 CFM-I -o*-40 CFM I i I f i NEW GRILLE � � NT1E�WCARILLE �-----� 2ND FL EXISTING OPENINGS EXISTING OPENINGS NEW SHAFT NEW SHAFT EXISTING SHAFT 22X8 JUST BELOW CEILING 22X8 JUST BELOW CEILING ON BUILDING EXTERIOR ON BUILDING EXTERIOR BETWEEN GUEST TOILET ROOMS ON EACH FLOOR TO REMAIN ON EACH FLOOR TO REMAIN 1 ST FL Remington Hotels, LP K&A K6A KOA K&A Project Manager 1 2 3 4 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 OUTDOOR AIR DUCT RISER DIAGRAMS r2 N TOILET DIAGRAM NO RISER M05.00 M05.00 SCALE: NONE �� SCALE: NONE Thornton Tomaseti Structural Engineer 12750 Merit Drive Suite 750 Dallas, Texas 75251 Thompson Company MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 12.3 GPM 13.2 GPM 6.6 GPM 13.3 GPM 19.8 GPM 1 1/2 ' 1/2 '- 1/4-�Iwo-ll�------- '- 1/2-�I�I�-------- � 1 1/2 ROOF ISI I I I I I I 1 FCU FCU 3/4 13/4 FCU im 1FCU FCU 3/4 13/4 FCU- C1 3.3 GPM 1.8 GPM 12A --- - ,2B 1.8 GPM 1.8 GPM - 13 3.1 GPM 21 GPM 14A --- - 14B21 GPM rl 8TH FL I 1 1/4 1 1/4 I 1 1 1/4 1 3 4 FCU 1.5 GPM 0.8 GPM FCU 3 4 3 4 FCU 0.8 GPM 3 4 FCU 0.8 GPM 3 4 FCU 1.7 GPM 1.3 GPM EFCU 3 4 I 3 4 IF CU 1.3 GPM2- .: *TYP 6 TYP 6 TYP 6 I- - TYP 6 I- - TYP 6 TYP 6 - - TYP 6} } 2A - -. 2B ( } 2C } 3 } ( } 4A -�- 4B } 7TH FL I I I I I I I I I FCU FCU ( FCU I FCU FCU ROUTE CHWS R IN LOWERED FCU ( FCU - 1 2A - - 2B - 2C I - 3 / 4A - - 4B 6TH FL I r r CLG PROVIDED ON LEVEL 5 I I I I FAN COIL UNIT IN CORNER SUITE 1 1/4 I FCU FCU I FCU I FCU I FCU OFFSET FROM RISER FCU FCU 2A 2B 2C 3 4A - i :: Q 5TH FL SLOPE 1 I 41 I ROUTE CONDENSATE IN LOWERED I L - FCU FCU FCU I - FCU FCU CLG PROVIDED ON LEVEL 4 FCU - FCU 1 1 2A - -�- - 26 2C - 3 4A - 4B 4TH FL FCU FCU I FCU I FCU I FCU FCU FCU r - 1 2A - �- - 2B I- - 2C I- - 3 4A - -{- - 4B 3RD FL ML I I I I I FCU FCU I FCU 1 FCU I FCU FCU FCU Issue Date 8�Issue Description By Check 1 2A - -i- - 2B - 2C k- i- 3 4A - tj - 4B 1 04.28.06 SMM WLT 2ND F PRELIMINARY PRICING PACKAGE tl 2 05.26.06 SMM WLT 1ST FL DD DD DD DD DD ISSUED FOR PHSE 1 CONSTRUCTION rNkCH CH CH CH ADDENDUM 06.16.06 SMM WLT 1 23 4 5 ADDENDUM 1-1 TYPICAL FOR 5 TYPICAL FOR 2 4 07.28.06 SMM WLT ADDENDUM 2-6 13.9 GPM 8.5 GPM 17 GPM 9.3 GPM 10 12.08.06 SMM WLT 1 1/2 1 1/41 1/2 1 1/4 ISSUE FOR GMP ----SII-��I�---��I� ,-----SII-p<HII---��----� �----,Il-po-,ll---��---� �----,I,-�o-,l,---�� ROOF I I I I�-� I I I--� I I 11 12.22.06 SMM WLT 1 I ISSUE FOR PERMIT REVISION I 1 FCU 3.1 GPM I 3 FCU 1.9 GPM 1.9 GPM FCU 3/4 3/4 FCU 1.9 GPM I 3 FCU 21 GPM - 15 I- - 16C 16A --1- - 161 - 17 T EL rI 1 1/4 1 I I I 4 FCU 1.8 GPM 1 3 4 FCU 1.1 GPM 1.1 GPM FCU 3 4 I 3/4 FCU 1.1 GMP 1 3 4 FCU 1.2 GPM 11 - 5 (TYP 6) r - 6C (� 6) (� 6) 6A - -- 6B (� 6) �- - 7 (TYP 6) 7TH FL 1 1 1 1/4 I I FCU ROUTE CHWS R IN LOWERED LFCU FCU FCU I FCU 5 CLG PROVIDED ON LEVEL 5 - 6C 6A - �- - 6B - 7 6TH FL II I FAN COIL UNIT IN CORNER SUITE I I 1 FCU OFFSET FROM RISER I FCU FCU I FCU FCU NOTE: REFER TO PROJECT MANUAL L ------ 3 r - 6C 6A - -�- -- 6BI- - 7 5TH FL I SLOPE I FOR GENERAL NOTES, KEY NOTES, 1 I I I AND SPECIFICATION ON THIS PROJECT. 1 ROUTE CONDENSATE IN LOWERED FCU FCU FCU FCU I FCU 5 CLG PROVIDED ON LEVEL 4 L - 6C 6A - -- 68 - 7 4TH FL I 1 SHEET NOTES � I , I 1 I SeallSignature I 1 FCU I FCU FCU FCU I FCU r - 5 r - 6C1 7 3RD FL I I I I FCU I FCU FCU FCU 1 FCU 5 - 6C 6A - -I- - 6B - 7 2ND FL IProject Name 1ST FL DD DD DD DD Sea Turtle Resort Remington Hotel Corporation CH r&kCH rCH* 6 7 8 9 Project Number 02.5635.000 TYPICAL FOR 4 CAD File Name 25047-MO5-00 LDescription RISER DIAGRAMS 2 CHILLED (NATER PIPING RISER DIAGRAMS (Scale MO�� SCALE: NONE M05000 ©2005 Gensler 12/20/2006 4:51:14 PM T:\2005\25047\Cad\Hvac\phase1\25047-M05-00.prf soneal KEY NOTES Sea Turtle Resort 0 ilotel Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 700 Milam Street Suite 400 FROM FAN COIL UNITS Houston TX 77002 PRESSURE GAUGETelephone 713.228.8050 W/NEEDLE VALVE PRESSURE REDUCING VALVE ensler Facsimile 713.229.9343 SET AT 12 PSIG AIR VENT MAKE—UP WATER PIPING lH REFER TO PLUMBING DRAWINGS +3+ I I RELIEF VALVE SET AT 55 PSIG i 3/4" CENTRIFUGAL AIR SEPARATOR ISOLATION VALVE Remington Hotels, LP TYPICAL CONNECT TO SIDE AIR CHARGING VALVE ) OR BOTT OF MAIN (PRESSURE DRY TANK= MULTI—PURPOSE VALVE --� TO FAN COIL UNITS Project Manager AIR VENT FILL VALVE PRESSURE) SIZED FOR 1-3 PSI PD 14185 Dallas Parkway M AT THE DESIGN FLOW RATE ( Suite 1150 (TYPICAL) Dallas, Texas 75254 PRESSURE GAUGE W/NEEDLE VALVE CHEMICAL INDUSTRIAL THERMOMETER � SHOT FEEDER � W/3/4" COPPER WELL � p • M Thornton Tomaseti MULTIPORT PRESSURE C� I SUCTION DIFFUSER INDICATOR Engineer Structural En neer UNDERSLUNG CONNECTION WITH STRAINER 1/4" COPPER TUBING 'F P 12750 Merit Drive CREATES THERMAL TRAP NI N Suite 750 (12" MIN DROP) � I FIELD FABRICATED � SUPPORT LEG Dallas, Texas 75251 (TYPICAL) o o r TO FD TO FD i.:M. .:. .. . ' : •: :�. ',.. .. . =. ;;' ��.; Thompson Company DRAIN VALVE ET CONCRETE P \-STEEL SE PLATE P CH MEP Engineer W/HOSE CONNECTION 1 HOUSEKEEPING PAD 1 (TYPICAL)) 2 1 50 Technology Parkway, South (TYPICAL) (STANDBY) Norcross, GA 3 092 CHILLED WATER FLOW DIAGRAM M0�.01 NONE IIssue Date&Issue Description By Check 1 04.28.06 SMM WLT PRELIMINARY PRICING PACKAGE 2 05.26.06 SMM WLT ISSUED FOR PHASE 1 CONSTRUCTION 3 06.16.06 SMM WLT ADDENDUM 1-1 4 07.28.06 SMM WLT ADDENDUM 2-6 10 12.08.06 SMM WLT ISSUE FOR GMP 11 12.22.06 SMM WLT ISSUE FOR PERMIT REVISION NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET NOTES Seal/Signature IProject Name Sea Turtle Resort Remington Hotel Corporation IProject Number 02.5635.000 CAD File Name 25047—M05-01 IDescription FLOW DIAGRAMS Scale M-.05001 @2005 Gensler 12/20/2006 4:39:12 PM T:\2005\25047\Cad\Hvac\phase1\25047-M05-01.prf fhollomon KEY NOTES Sea Turtle Resort Hotel Renovati* on -- - --- -- - - -- - - - - - - - - ---- - - - - - --- - - - 1/4 " TO 1/2 " GAP, ON ALL SIDES Ashford Hospitality Trust 1 1/2X1 1/2X1/8 GALV. 14185 Dallas Parkway ANGLE MIN. 1" OVERLAP HAT, SAME ON WALL Suite 1100 GAUGE SLEEVE AS Dallas, TX 75254 MOTOR OUT -ADJUSTABLE. PITCH APPROVED BREAK-A-WA OF AIRSTREAM MOTOR SHEAVE DUCT JOINT CONNECTOR PER U.L. VIBRATION FIXED PITCH i r INSTALLATION DATA SHEET ELIMINATORS DR I VE SHEAVE UNIT LIFTING LUG OR TIE T 12"X12" ACCESS DOOR MANUAL RESET SPUN ALUMINUM HOUSING DOWN FIRESTAT OR WITH REMOVABLE MOTOR DOME SMOKE DETECTOR 3/8" FORGED CLEVIS & EYE NON-FERROUS FASTENER DOME BOLT TO PERMIT DOME DRIVE SHAFT RTU REMOVAL FOR ACCESS BALL BEARING 3/8" TURNBUCKLE O TO MOTOR PERMANENTLY WITH AIRCRAFT CABLE ALUMINUM BIRD SCREEN LUBRICATED PILLOW ALL AROUND BLOCK BEARINGS 3/8" FORGED EYE BOLT NON-FUSED WELD T01/2* "T" ELECTRICAL CONDUIT BAR WELDED TO REBAR OR 700 Milam Street GUIDE DISCONNECT SWITCH STRUCTURE AS REQUIRED Suite 400 SECURE FAN TO CURB CENTRIFUGAL FAN PITCH PAN WITH SCREWS 12 O. C. ROOF WHEEL Houston TX 77002 ALL SIDES SPUN ALUMINUM FINISHED Telephone 713.228.8050 FAN CAP 6 MAX 6 MAX 4ansler" Facsimile 713.229.9343 FOAM-RUBBER GASKET SPUN ALUMINUM TYPE "B" APPLIED TO DISCHARGE APRON UNDERSIDE AP ROOF CURB (IRE TYPE AAPER SIMILAR OF FAN CURB C ' BACKDRAFT DAMPER EXCEPT NO HAT} WELD TO REBAR BOTH SIDES TYPzzjd . 2 PER WALL REFER TO ORA DUCTMATE W/PLASTIC TIE DOWN ARCHITECTURAL LETR R U.L. INSTALLATIOSTANDING *SN -ROOF STRUCTURE PARTITION PLANS ET AND SMACNA RUN POWER SUPPLY LEADS SEE ARCHITECTURAL FOR CONSTRUCTION CLASS REQUIREMENTS IN CORNER INSIDE AND STRUCTURAL WELD HURRICANE ANCHORS TO REBARS DETAILS CURB PROVIDE CLEARANCE DRAWINGS FOR DETAILS OR TOPCHORD OF STEEL HOLE IN DAMPER NOTE: NOTE 1. CURBS AND FANS SHALL BE FROM THE SAME MANUFACTURER. SECURE CURB TO ROOF 1. TO E\ �ULTIPLE DAMPER ASSEMBLIES ARE JOINED AND FOR FASTENING DAMPER WITH SHEET METAL SCREWS, LAG BOLTS USE 1/4 - 20 BOLTS NO. 10 SCREWS 3/16 " POP RIVETS OR 1/2 " LAGGED WI W I OTHER METHODS CONS I S, LA WITH ROOF WELDS STAGGERED INTERMITTENTLY AND SPACED 6" MAXIMUM CENTER TO CENTER. CONSTRUCTION. NOTES: 2. RETAINING ANGLES SHALL BE A MINIMUM OF 1 1/2 " x 1 1/2 " x 14" GAUGE. ANGLES SHALL 1. PROVIDE 6 TIE DOWNS PER UNIT OVERLAP THE WALL BY A MINIMUM OF ONE INCH. Remington Hotels, LP 3. ACTUAL INSTALLATION REQUIREMENTS FOR DAMPER USED SHALL BE PER DAMPER'S U.L. INSTALLATION DATA SHEET. Project Manager 14185 Dallas Parkway Suite 1150 IRE MOKE DAMPER MOUNTING DETAIL Dallas, Texas 75254 ROOF MOUNTED CENTRIFUGAL EXHAUST FAN Z HURRICANE TIE DOWNS 3 F IS 06.006.0 06'0 SCALE: NONE • SCALE. NONE SCALE. NONE Thornton Tomasetl Structural Engineer 12750 Merit Drive Suite 750 Dallas, Texas 75251 Thompson Company SUCTION THERMOMETER DISCHARGE TEST WELL PIPE SPOOL MEP Engineer PRESSURE GAUGE 50 Technology Parkway, South COMB. BALANCING/ W/ SNUBBER (TYP.) Norcross, GA 30092 SHUT-OFF VALVE W/ MEMORY STOPN�,, Q® THERMOMETER EXTERIOR DUCT INSULATION Q® WELD SKIRT TO TEST WELL WITH WEATHERPROOF JACKET. DUCT CONTINUOUSLY SILENT-TYPE INSULATION AND JACKET SHALL SHUT-OFF CHECK VALVE EXTEND DOWN OVER SKIRT FLANGE VALVE TAPPED GAUGE COCK AND TEST GAUGE FITTING (TYP.) SUPPORT PUMP INDEPENDENT VIBRATION ISOLATORS OF PIPING SYSTEM - SUBMIT 1000 SEAL AROUND TOP AND BOTTOM 16 GAUGE STAINLESS T-TYPE IN MECHANICAL ROOMS 01 FASTENING METHODS TO STRAINER OF INSULATION WITH STEEL SKIRT, WELD Q® PUMP TYP ) STRUCTURAL ENGINEER AT ( .SEAM SUCTION � FLEXIBLE CONNECTOR (TYP.) �i 1.5" OF NONHARDENING CAULKING COMPOUND 3/4" BOLWDOWN VALVE PUMP DISCHARGE UNION TYPE CONNECTION W/ HOSE CONNECTIO ROOF CURB COUPLING W/ SO PUMP CAN BE REMOVED � FOR SERVICE 4" PROVIDE 1 1/4"X1 1/4"X1/4" MIN. OF 5 COUPLING GUARD HOLD DOWN NUT -�— COUNTER FLASHING ASHI G AT WELD ETO PIPE UPPT. PIPE DIA. & WASHER ROOF CURB. SEE ARCH. FOR ROOF TYPE & I MOTOR BEDPLATE METHOD OF SEALING. 31`X3"X1/4" BASE ROOF PLATE. WELD TO 3/4" CHAMBER DISCHARGE MATERIAL ANGLE IRON 6" MIN. ALL AROUND SUCTION ROOF :: •• GATE VALVE FOR STRUCTURE FINISHED FLOOR PACK VOID WITH FIBERGLASS 0 0 0 0 0.6.. o " '• , : • : ,• 12 HOT WATER SERVICE ,. •:. ... .,. .,. .•.. .,. .•,. OTHERWISE, USE A COMBINATION VALVE BUTTERFLY VALVE e e BALANCING/SHUT-OFF DUCT00 10 10 40 0 Y-STRAINER CHECK VALVE DRAIN TO FLOOR LOOSE BOLT TYPE LEVELING WEDGES. GROUT FLEX CONNECTOR DRAIN (CHILLED WATER FOUNDATION BOLT BASE PLATE AFTER LEVELING. BALL VALVE PUMPS ONLY) TIGHTEN HOLD DOWN BOLTS (TYP,) CONCRETE BASE 48 HOURS AFTER GROUTING. NOTE: GAUGE COCK I 0 AND GAUGE ` Issue Date 8 Issue Description By Check 1. USE GATE VALVE FOR HEATING WATER PUMPS IN PLACE OF BUTTERFLY VALVE. 1 04.28.06 SMM PRELIMINARY PRCING PACKAGE 5 END SUCTION CENTRIFUGAL PUMP DETAIL s IN-LINE PUMP DETAIL 2 05.26.06 SMM WLT 06.0 SCALE: NONE 06.0 ISSUED FOR PHASE I CONSTRUCTION SCALE: NONE 3 07.28.06 SMM WLT ADDENDUM 1-6 10 12.08.06 SMM WLT ISSUE FOR GMP 11 12.22.06 SMM WLT ISSUE FOR PERMIT REVISION 11 COMBINATION FLAME-SAFE COMPOUND SHUT-OFF VA ' SHUT-OFF AND 1 1/4' DEEP (MIN) BOTH SIDES (BALL ASMALL VALVE ER BALANCING VALVE NOTE: REFER TO PROJECT MANUAL CMU FIREWALL -- , P THREE-WAY plpE AUTOMATIC FOR GENERAL NOTES, KEY NOTES, CONTROL VALVE AND SPECIFICATION ON THIS PROJECT. - - VENT PROVIDED BY COIL MANUFACTURER UNION - P OPENING 3/16" MIN- FORMING MATERIAL TYPICAL REDUCING ELBOWS SHEET NOTES 1 (CERAMIC FIBER OR MINERAL WOOL)" MAX ANNULAR SPAC (WHERE REQUIRED) lSeal/Signature •. MANUFACTURERS NOTE VAALVE CING AIR FLAME-SAFE TYPE FS OR FST900 SERIES <�:= COOLING COIL COMPOUND AS MANUFACTURED BY FLOW INTERNATIONAL PROTECTIVE COATINGS CORP COMBINATION TYPICAL FlRESTOP THRU WALL BASED ON NO. 236 UL STANDARD 1479 PRESSURE/ P CONDENSATE DRAIN (ASTM E814) TEMPERATURE (1 HR RATED) TEST PLUG - - _ 7 TYPICAL FIRE STOP THROUGH WALL Project Name 3�4" HOSE END Sea Turtle Resort 06.0 SCALE: NONE D AIN VALVE AT BASE OF EACH RISER Remington Hotel Corporation IProject Number 02.5635.000 s COOLING COIL PIPING DETAIL CAD File Name 06.0 (THREE WAY VALVE CONTROL) 25047-Mo6-00 Description N.T.S. DETAILS LScale M,O.6mO-O 02005 Gensler 3� �0/2006 4:56:49 PM T:\2005\25047\Cad\Hvac\phasel\25047-M06-00.prf mscott KEY DOTES Sea Turtle Resort 10 Hotel Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 ABBREVIATIONS ELECTRICAL SYMBOL LEGEND LEGEND NOT ELECTRICAL ABBREV ES: GENERAL NOTES:-- WHERE ABBREVIATIONS ARE USED IN THE DOCUMENTS AND SYMBOL DESCRIPTION MTG HT L-1 EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED IN ALL BRANCH G-1 ALL SYMBOLS INDICATED IN LEGEND(S) MAY NOT NECESSARILY BE USED ON THIS PROJECT. 700 Milam Street NOT LISTED IN THE FOLLOWING, REFER TO ANSI/IEEE NOTE L- CIRCUIT RACEWAYS. Suite 40 STANDARD 100 AND FOR MECHANICAL EQUIPMENT REFER $ SINGLE POLE SINGLE THROW TOGGLE SWITCH 48" G-2 THE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF ELECTRICAL EQUIPMENT. Houston TX 77002 TO THE MECHANICAL SYSTEMS ABBREVIATIONS SCHEDULE. TWO SINGLE POLE SINGLE THROW SWITCHES AND BALLAST L-2 UNLESS NOTED, MOUNTING HEIGHT DIMENSIONS ARE TO THE CENTER OF THE REVIEW ARCHITECTURAL DRAWINGS FOR DOOR SWINGS, CABINETS, COUNTERS AND BUILT-IN EQUIPMENT; CONDITIONS Telephone 713.228.8050 EQUIPMENT A AMPERE $$ COMBINATION TO CONTROL OUTER LAMPS ON ONE SWITCH, DEVICE OR OUTLET ABOVE GRADE OR FINISHED FLOOR. INDICATED ON ARCHITECTURAL PLANS SHALL GOVERN. COORDINATE INSTALLATION OF ELECTRICAL WITH exensler Facsimile 713.229.9343 AC ALTERNATING CURRENT INNER LAMPS ON OTHER SWITCH 48" STRUCTURAL SYSTEM AND MECHANICAL EQUIPMENT AND ACCESS THERETO. COORDINATE INSTALLATION OF RECESSED AFF ABOVE FINISHED FLOOR DOUBLE POLE SINGLE THROW SWITCH 48 L-3 FURNISH AND INSTALL 3/4" CONDUIT HOMERUNS TO NEAREST TELEPHONE ELECTRICAL EQUIPMENT WITH CONCEALED DUCTWORK AND PIPING. REFER TO ARCHITECTURAL DRAWINGS AND/OR INTERIOR AFG ABOVE FINISHED GRADE THREE-WAY TOGGLE SWITCH 48 BACKBOARD, UNLESS OTHERWISE INDICATED OR SPECIFIED. DESIGN DRAWINGS FOR ALL DIMENSIONS AND STANDARD DETAILS. DO NOT SCALE. AL ALUMINUM $ FOUR-WAY TOGGLE SWITCH 48" ATS AUTOMATIC TRANSFER SWITCH $ SINGLE POLE SINGLE THROW TOGGLE SWITCH W PILOT LAMP 48 L-4 FURNISH AND INSTALL 3/4" CONDUIT HOMERUNS TO NEAREST DATA SYSTEM G-3 CAPITAL LETTERS BESIDE LIGHTING SYMBOL INDICATES FIXTURE TYPE. WHERE INDICATED ON DRAWINGS LOWER CASE � LETTER INDICATES SWITCH LEG, DIMMER OR CONTROL DESIGNATION. AWG AMERICAN WIRE GAUGE SINGLE POLE SINGLE THROW KEYED TOGGLE SWITCH 48" BACKBOARD. BC BELOW CEILING ( SINGLE POLE SINGLE THROW PRESSURE TYPE TOGGLE SWITCH L-5 SPECIAL PURPOSE RECEPTACLE OUTLET, REFER TO KEYNOTES ON RESPECTIVE G-4 NUMERAL BESIDE EQUIPMENT, DEVICES OR OUTLETS INDICATES CIRCUIT CONNECTION. BKR BREAKER $ MANUAL MOTOR RATED SWITCH WITH OVERLOAD PROTECTION DRAWING FOR DESCRIPTION. CATV COMMUNITY ACCESS TELEVISION G-5 WHEN CONDUCTOR OR CONDUIT SIZE IS INDICATED FOR BRANCH CIRCUIT HOME RUN, THE CONDUCTOR AND CONDUIT SIZE 0DIMMER SWITCH 48 L-6 TELEPHONE BACKBOARD TO BE PLYWOOD PAINTED WITH LOW SMOKE RELEASE INDICATED SHALL BE USED FOR THE COMPLETE CIRCUIT UNLESS OTHERWISE INDICATED. CB CIRCUIT BREAKER 03 3-WAY DIM SWITCH 48" CCTV CLOSED CIRCUIT TELEVISION PAINT. PROVIDE GROUND CONDUCTOR AND DOUBLE DUPLEX RECEPTACLE. SEE @--i/@ ULTRA-SONIC OCCUPANCY SENSOR, WALL / CEILING MOUNTED 80"/- SPECIFICATIONS. G-6 EXTEND (THREE) EMPTY 1" CONDUITS FROM EACH FLUSH MOUNTED PANEL TO POSITION ABOVE ACCESSIBLE CEILING, IF CKT CIRCUIT �/@ INFRARED OCCUPANCY SENSOR, WALL / CEILING MOUNTED 80"/- APPLICABLE . CLG CEILING L-7 DEDICATED CIRCUITS SHALL NOT SHARE A COMMON GROUND OR NEUTRAL „ Remington Hotels, LP CO CONDUIT ONLY �/® DUAL TECHNOLOGY OCCUPANCY SENSOR, WALL CEILING MOUNTED 80 - CONDUCTOR WITH NON-DEDICATED CIRCUITS. DEDICATED CIRCUITS SHALL BE G-7 PROVIDE OUTLET BOX FITTING FOR EACH DEVICE, SIZE TO ACCOMODATE DEVICE AND CONDUCTORS. Project Manager CNTL CONTROL 8-/® m SINGLE RECEPTACLE WALL FLOOR CEILING MOUNTED 18" - INSTALLED IN I . NDIVIDUAL RACEWAY SYSTEMSDEDICATED CIRCUIT HOMERUNS CPU CENTRAL PROCESSING UNIT 0 DUPLEX RECEPTACLE WALL FLOOR CEILING MOUNTED 18 - SHALL NOT BE COMBINED TO SHARE NEUTRAL OR GROUND CONDUCTORS. G-8 WALL SWITCHES CONTROLLING 277 VAC CIRCUITS OF OPPOSITE PHASES (OR 120 VAC) SHALL NOT BE INSTALLED IN A 14185 Dallas Parkway CU COPPER 0 DOUBLE DUPLEX RECEPTACLE WALL FLOOR CEILING MOUNTED 18 - COMMON BOX UNLESS A PERMANENT BARRIER IS PROVIDED. Suite 1150 RECEPTACLE ABOVE COUNTER SINGLE / DUPLEX / DOUBLE L-8 NON-DEDICATED BRANCH CIRCUITS SHALL CONSIST OF ONE PHASE CONDUCTOR, - Dallas, Texas 75254 DC DIRECT CURRENT CT CURRENT TRANSFORMER --/ / DUPLEX. MOUNTING HEIGHT TO BE COORDINATED WITH ARCHITECT. ONE NEUTRAL CONDUCTOR AND ONE GROUND CONDUCTOR. SINGLE PHASE G-9 ALL CONDUITS PENETRATING ROOF SHALL BE SEALED SEE ARCHITECTURAL DOCUMENTS & DETAILS. � A SPLIT WIRE DUPLEX RECEPTACLE WALL / FLOOR / CEILING MOUNTED 18" HOMERUNS MAY BE COMBINED INTO THREE PHASE (A,B,C) 5-WIRE HOMERUNS DELTA ® AT THE DISCRETION OF THE CONTRACTOR. G-10 ALL RACEWAY AND EQUIPMENT SUPPORTS AND HANGERS SHALL BE ATTACHED TO STRUCTURAL MEMBERS. COORDINATE RECEPTACLE " D DOUBLE DUPLEX RE 18 Thornton Tomaseti DIM DIMMER � ® B SWITCH CONTROLLED WITH STRUCTURAL DOCUMENTS. DISC DISCONNECT SWITCH �® / ® SPECIAL PURPOSE RECEPTACLE WALL / FLOOR / CEILING 18 L-9 MOUNTING HEIGHT DIMENSIONS ARE TO THE BOTTOM OF THE DEVICE ABOVE Structural Engineer MOUNTED NOTE L-5 GRADE OR FINISHED FLOOR. G-11 EXHAUST FAN KEY SWITCHES SHALL BE PROVIDED WITH ENGRAVED 'ON/OFF' DEVICE PLATES. 12750 Merit Drive E DOWN Qc-� WALL MOUNTED CLOCK RECEPTACLE E EMERGENCY - Suite 750 (D-4/O/� JUNCTION BOX WALL CEILING OR EQUIPMENT FLOOR MOUNTED G 12 ROOF MOUNTED MECHANICAL EQUIPMENT SHALL HAVE POWER & CONTROL RACEWAY ROUTED WITHIN EQUIPMENT ROOF Dallas, Texas 75251 EC EMPTY CONDUIT CURB. EX EXISTING ® POWER POLE FA FIRE ALARM DED DEDICATED CIRCUIT NOTE L-7 G-13 DISCONNECT SWITCHES, MOTOR STARTERS AND OTHER ELECTRICAL EQUIPMENT INSTALLED ABOVE ACCESSIBLE CEILINGS, AND ARROWHEAD INDICATES HOMERUN. X-1, 3, AND 5 ADJACENT REQUIRING ACCESS FOR MAINTENANCE SHALL BE INSTALLED WITH BOTTOM OF DEVICE A MAXIMUM ONE (1) FOOT ABOVE Thompson Company FACP FIRE ALARM CONTROL PANEL X-1,3,5 TO HOMERUN ARROWHEADS INDICATES HOMERUN TO PANEL X. FDR FEEDER CIRCUIT NUMBERS 1, 3, AND 5. NOTE L-1,7,8 CEILING TO PROVIDE READY ACCESSIBILITY. CODE REQUIRED CLEARANCES SHALL BE MAINTAINED. MEP Engineer FL FLOOR INDICATES CIRCUIT CONTINUATION OF CIRCUITS 3 AND 5 G-14 ACCESS PANELS SHALL BE CONSOLIDATED TO MINIMIZE THE QUANTITY REQUIRED. COORDINATE LOCATION WITH 50 Technology Parkway, South F FUSE OR FUSED 3 5 OF PANEL X. NOTE L-1,7,8 ARCHITECTURAL DOCUMENTS. THE PROPOSED LOCATION OF ACCESS PANELS SHALL BE SUBMITTED TO ARCHITECT FOR Norcross, GA 30092 FVNR FULL VOLTAGE NON REVERSING RACEWAY INSTALLED CONCEALED IN WALL AND/OR ABOVE REVIEW PRIOR TO INSTALLATION. GEN GENERATORCEILING GF GROUND FAULT CIRCUIT INTERRUPTER r — ........... RACEWAY INSTALLED CONCEALED IN SLAB OR BELOW GRADE GFP GROUND FAULT PROTECTION ?. RACEWAY INSTALLED EXPOSED GRC OR GRS GALVANIZED RIGID STEEL CONDUIT < t� GROUND G OR GND GROUND FLEXIBLE RACEWAY 6'-0" MAX LENGTH � o / s CONDUIT UP CONDUIT DOWN H OR HT HEIGHT HID HIGH INTENSITY DISCHARGE CONDUIT TERMINATION STUB-OUT CONDUIT CONTINUATION COORDINATION NOTES. �. HP HORSEPOWER GRAPHICS LEGEND HOA HAND-OFF-AUTOMATIC BUS DUCT (SIZE/RATING AS NOTED) HZ HERTZ MULTIPLE RACEWAY SYMBOL DESCRIPTION 1. REVIEW ALL SPECIFICATIONS AND DOCUMENTS FOR ELECTRICAL REQUIREMENTS AND LOCATION OF EQUIPMENT IG ISOLATED GROUND ® CABLE TRAY REQUIRING ELECTRICAL SERVICE. PROVIDE SERVICE TO AND MAKE CONNECTIONS TO ALL SUCH EQUIPMENT. ISO ISOLATED �/4 CABLE TRAY ELBOW AND 'T' CONNECTORS # COLUMN REFERENCE GRID 2. REFER TO LIGHTING DESIGN, INTERIOR DESIGN AND/OR LANDSCAPE DESIGN DOCUMENTS FOR ALL PUBLIC AREA J OR JB JUNCTION BOX HANDHOLEAND EXTERIOR BUILDING LIGHTING REQUIREMENTS. PROVIDE QUANTITY OF BRANCH CIRCUITS AS REQUIRED T K KILO, THOUSAND HH SERVE LIGHTING. PROVIDE ALL SWITCHES, DIMMERS, DIMMING SYSTEMS, LOW VOLTAGE CONTROL STATIONS, KCMIL THOUSAND CIRCULAR MILLS Q MANHOLE CUT LINE CONTACTORS, EMERGENCY INTERFACE, ETC., FOR CONTROL OF LIGHTING AS REQUIRED. ®�� LED LIGHT EMITTING DIODE FLUORESCENT LIGHT FIXTURE. OVERHEAD WALL MOUNTED M MOTOR DRAWING NUMBER 3. REFER TO SPECIAL SYSTEMS DESIGN DOCUMENTS FOR ALL SPECIAL SYSTEMS POWER AND RACEWAY I-�-i FLUORESCENT STRIP OR INDUSTRIAL LIGHT FIXTURE DRAWING TITLE REQUIREMENTS. PROVIDE QUANTITY OF BRANCH CIRCUITS AS REQUIRED FOR EQUIPMENT. MATV MASTER ANTENNA TELEVISION 0 CEILING MOUNTED LIGHT FIXTURE MCB MAIN CIRCUIT BREAKER 0-i WALL MOUNTED LIGHT FIXTUREE1.2 SCALE: 4. REFER TO FOOD SERVICE DESIGN DOCUMENTS FOR ALL KITCHEN AREA POWER REQUIREMENTS PROVIDE MCC MOTOR CONTROL CENTER 0 DIRECTIONAL OR WALL WASH LIGHT FIXTURE SHEET NUMBER QUANTITY OF BRANCH CIRCUITS, SWITCHES, DISCONNECTS, STARTERS, ETC., AS REQUIRED FOR EQUIPMENT. MH MAN HOLE INTERNALLY ILLUMINATED EXIT SIGN. CEILING WALL MOUNTED. DRAWING NUMBER MLO MAIN LUGS ONLY �� PROVIDE ARROWS AS INDICATED � 5. REFER TO MECHANICAL AND PLUMBING DOCUMENTS FOR ALL MECHANICAL AND PLUMBING EQUIPMENT POWER EGRESS AND/OR EMERGENCY LIGHT FIXTURE SHEET NUMBER REQUIREMENTS. PROVIDE QUANTITY OF BRANCH CIRCUITS, SWITCHES, DISCONNECTS, STARTERS, ETC., FOR MT MOUNT Z E1.2 EQUIPMENT AS REQUIRED. MTG MOUNTING F ®�/�.� R AN 0EMERGENCY LIGHT HALFAREA TO BE NC NORMALLY CLOSED OF LAMPS OR CENTER LAMP ON EMERGENCY CIRCUIT DETAILED 6. � REFER TO FIRE PROTECTION DRAWINGS FOR ALL DEVICES REQUIRING ELECTRIC SERVICE AND/OR FIRE ALARM NEC NATIONAL ELECTRICAL CODE LIGHT TRACK AND LIGHT TRACK FIXTURES Q INTERFACE. PROVIDE CONNECTIONS AS REQUIRED. Issue Date&Issue Description By Check NF NON FUSED STEP LIGHT 1 04.28.06 DEB WL NFPA NATIONAL FIRE PROTECTION ASSOCIATION LANDSCAPE UPLIGHT LUMINAIRE REVISION AREA 7. REFER TO ELEVATOR CONSULTANT DOCUMENTS FOR ELECTRICAL REQUIREMENTS. PROVIDE SHUNT TRIP PRELIMINARY PRICING PACKAGE NIC NOT IN CONTRACT BOLLARD LUMINAIRE AND BASE DEVICES, FIRE ALARM SYSTEM COMPONENTS, FUSES, CONTACTS, RACEWAY, ETC. AND NECESSARY 2 05.26.06 DEB WL SINGLE POLE MOUNTED EXTERIOR SITE LIGHTING FIXTURE CONNECTIONS AS REQUIRED. ISSUE FOR PHASE 1 CONSTRUCTION NL NIGHT LIGHT EXTERIOR SITE LIGHTING FIXTURE ® REVISION DELTA � 10 12.08.06 DEB WLT NO NORMALLY OPEN DOUBLE POLE MOUNTED EXTE o ISSUE FOR GMP NTS NOT TO SCALE QUADRUPLE POLE MOUNTED EXTERIOR SITE LIGHTING FIXTURE » 11 12.22.06 DEB WLT OC ON CENTER ISSUE FOR PERMIT REVISION OL OVERLOAD ' J FIRE ALARM CONTROL PANEL SCOPE OF WORK: P POLE 10 FIRE ALARM MANUAL INITIATING STATION 48" - DM/>0 FIRE ALARM AUDIO WALL/CEILING MOUNTED. NOTE L-9 80" - 1. CONTRACTOR TO PROVIDE MATERIALS, LABOR, EQUIPMENT AND ALL OTHER APPURTANENCES TO INSTALL THE ELECTRICAL PC PHOTO-ELECTRIC CONTROL F / FIRE ALARM AUDIO & VISUAL, WALL CEILING MOUNTED. NOTE L-9 80" - REQUIREMENTS AS SHOWN PER THE CONTRACT DOCUMENTS IN AN EXISTING BUILDING. THE DISCOVERY OF CODE VIOLATION N PNL PANELBOARD / „ DURING DEMOLITION SHOULD BE BROUGHT UP TO THE ARCHITECT FOR REVIEW BEFORE PROCEEDING WITH ANY NECESSARY PT POTENTIAL TRANSFORMER D/© FIRE ALARM VISUAL SIGNAL, WALL / CEILING MOUNTED. NOTE L-9 80 - REPAIRS OR UPGRADES DUE TO THE CODE VIOLATION. PVC POLY-VINYL CHLORIDE �/® MINI HORN WALL CEILING. NOTE L-9 80" - R RELAY 90CD INDICATES CANDELA INTENSITY, DECIBEL RATING AND ZONE 2. A NEW LIGHTNING PROTECTION SYSTEM IS INCLUDED PER A PERFORMANCE SPECIFICATION. COORDINATE WITH THE 90DB VICES. PANEL NAMING CONVENTION ARCHITECT TO INSTALL ANY NECESSARY DOWNLEADS FROM THE ROOF TO THE GROUND. REVIEW THE EXISTING GROUNDING RC REMOTE CONTROL 1-1 ZONE OF FIRE ALARM ANNUCIATION DE RECEPTACLE �' EH032K2A SYSTEM AND MAIN SERVICE PRIOR TO ROUGHIN. RECPT RE X 0-+/® SMOKE DETECTOR, WALL CEILING MOUNTED - REF REFERENCE �—t/® THERMAL DETECTOR WALL CEILING MOUNTED T MULTI SECTION PANEL* RMS ROOT MEAN SQUARE PANEL SEQUENCE 11 HD MAGNETIC DOOR HOLDER AND RELEASE, WALL/HARDWAREPANEL DESCRIPTION SFL SUB FED LUGS MOUNTED R — RECEPTACLE SYM SYMMETRICAL © COMBINATION SMOKE DETECTOR AND MAGNETIC DOOR HOLDER L - LIGHTING SW SWITCH AND RELEASE K - KITCHEN SWBD SWITCHBOARD 1111111. FIRE COMMUNICATIONS TELEPHONE JACK 48" D - DISTRIBUTION M — MECHANICAL TBB TELEPHONE BACKBOARD s FLUSH MOUNTED PANELBOARD GR — GUEST ROOM TEL TELEPHONE SURFACE MOUNTED PANELBOARD LOCATION - AREA* TV TELEVISION MOTOR CONNECTION LOCATION - LEVEL TVSS TRANSIENT VOLTAGE SURGE SUPRESSOR 60rzffA 3/3R NON-FUSIBLE DISCONNECT SWITCH. RATING / POLES / NEMA VOLTAGE ENCLOSURE H 480V TYP TYPICAL a' 60A/3/3R/ / POLES / NEMA L - 208v 40A FUSIBLE DISCONNECT SWITCH. RATING UG UNDERGROUND * EMERGENCY NOTE: REFER TO PROJECT MANUAL 8 `z ENCLOSURE FUSE RATING MAY BE OMITTED UL UNDERWRITERS LABORATORY W SIZE 2/3R MAGNETIC MOTOR STARTER. NEMA SIZE RATING / FOR GENERAL NOTES, KEY NOTES, UPS UNINTERRUPTED POWER SUPPLY 4 ® ENCLOSURE VOLTS � AND SPECIFICATION ON THIS PROJECT. V COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECTING VA VOLT-AMPERE SIZE 2/3R/40 MEANS. NEMA SIZE RATING / ENCLOSURE / FUSE RATING W WATTS v WHERE REQUIRED WP WEATHERPROOF SIZE 2/1 VARIABLE SPEED SOLID STATE STARTER AND DISCONNECT SHEET NOTES `z MEANS. NEMA SIZE RATING ENCLOSURE. Seal/Signature XFMR TRANSFORMEREQUIPMENT AS INDICATED XP EXPLOSION PROOF © CONTACTOR Y WYE / / VOICE / DATA OUTLET WALL / FLOOR / ABOVE COUNTER Z IMPEDANCE ® NOTE L-3,4 18 TELEVISION OUTLET WALL / CEILING MOUNTED 18" - �' - TELECOMMUNICATIONS BACKBOARD. NOTE L-6 18 o LOW VOLTAGE PUSH BUTTON 48" 3 A AMMETER O v VOLTMETER Project Name X DOOR CHIME Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD File Name X02-00 IDescription ELECTRICAL LEGEND IScale E00w01 12/20/2006 5:12:01 PM T:\2005\25047\Cad\Flee\Phasel\25047-E00-01.prf soneal 02005 Gensler KEY NOTES X eaTurtleResort GENERAL NOTES:0 • 1. ELECTRICIAN SHALL PROVIDE A JUNCTION BOX AT Hotel OLD LOCATION OF EXISTING CHILLER BEING RELOCATED ON ROOF. NEW CONDUIT AND WIRING - - -- SHALL BE PROVIDED TO CONNECT THE EXISTING CHILLER IN THE NEW LOCATION TO THE EXISTING Ashford Hospitality Trust WIRING IN THE OLD LOCATION. REFER TO SHEET 14185 Dallas Parkway M02.09 FOR LOCATIONS. 2. Suite 1100 MECHANICAL EQUIPMENT SCHEDULE NEW PANEL H RF 1 Dallas, TX 75254 ELECTRICAL REQUIREMENTS MAINS: 800 MLO VOLTAGE: 480/277 WIRE: 4 MOUNTING: SURFACE Q BUS: 800 A PHASE. 3 A1C: 50 kA ENCLOSURE: NEMA 3R UNIT UNIT ELEC.CHARACTERISTICS PANEUCIRCUIT CIRCUIT DISCONNECT NOTES CKT TRIP LOAD CONNECTED LOAD KVA LOAD TRIP CKT - NUMBER LOCATION KW HP FLA V PH DESIGNATION DESCRIPTION SWITCH » # POLE TYPE DESCRIPTION kVA PHA PH B PH C kVA DESCRIPTION TYPE POLE # 1 350 C CHILLER CH-1 44.6 59.6 15.0 OAU-1 F 110 2 CH-1 ROOF 292.4 480 3 HRF1-1,3,5 3#350MCM,#3G,3"C 400/3/3R 3 C 44.6 59.6 15.0 F 4 CH-1 ROOF 10.0 120 1 LG-38 2#10,#10G,3/4"C TOGGLE HEAT TRACE CKT 5 3 C 44.6 59.6 15.0 F 3 6 7 7/3 F P-1 5.8 30.1 24.3 OAU-2 F 175 8 P-1 ROOF 15 21.0 480 3 HRF1-7,9,11 3#10,#10G,3/4"C 60/3/3R 9 F 5.8 30.1 24.3 F 10 P-3 ROOF 15 21.0 480 3 HRF1-19,21,23 3#10,#10G,3/4"C 60/3/3R 11 F 5.8 30.1 24.3 F 3 12 13 40 F SPARE 20/1 14 OAU-1 ROOF 45 54.2 480 3 HRF1-2,4,6 3#4,#8G, 1"C 200/3/3R Duct Detector in 15 F 20/1 16 OAU-2 ROOF 73 88.0 480 3 HRF1-8,10,12 3#2,#6G, 1-1/4"C 200/3/3R Supply&Return 17 3 F 20/1 18 19 40 F P-3(STANDBY) 20/1 20 700 Milam Street FCU-1 FLOORS 2-7 1.5 5.4 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL 21 F 20/1 22 Suite 400 FCU-2A FLOORS 2-7 0.8 2.9 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL 23 3 F 20/1 24 Houston TX 77002 FCU-2B FLOORS 2-7 0.8 2.9 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL 25 20/1 F EF-A 0.7 0.7 20/1 26 Telephone 713.228.8050 FCU-2C FLOORS 2-7 0.8 2.9 277 1 SEE 2/E06.01 2#12,#12G,3!4"C INTEGRAL 27 20/1 20/1 28 ensler Facsimile 713.229.9343 FCU-3 FLOORS 2-7 2.7 9.7 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL29 20/1 20/1 30 FCU-4A FLOORS 2-7 1.2 4.3 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL 31 20/1 20/1 32 FCU-4B FLOORS 2-7 1.2 4.3 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL 33 20/1 20/1 34 FCU-5 FLOORS 2-7 2.7 9.7 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL 35 20/1 20/1 36 FCU-6A FLOORS 2-7 0.8 2.9 1 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL 37 20/1 20/1 38 FCU-613 FLOORS 2-7 0.8 2.9 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL 39 20/1 20/1 40 FCU-6C FLOORS 2-7 0.8 2.9 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL 41 1 20/1 20/1 42 FCU-7 FLOORS 2-7 1.5 5.4 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL Panel Load Analysis FCU-11 FLOOR 8 3.3 11.9 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL Load Conn. Demand 2002 NEC Load Conn. Demand 2002 NEC YP KVA KVA Reference FCU-12A FLOOR 8 2.6 9.4 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL Type Description Type Description KVA KVA Reference FCU-12B FLOOR 8 2.6 9.4 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL A Lighting Per NEC Table 220.11 E Kitchen Equipment Per NEC Table 220.20 FCU-12C FLOOR 8 2.6 9.4 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL B Receptacles Per NEC Table 220.13 F Motor 136.0 142.1 Per NEC Table 430.22 FCU-13 FLOOR 8 5.2 18.8 277 1 SEE 21E06.01 2#12,#12G,314"C INTEGRAL C Air-Conditioning 133.8 145.0 Per NEC Article 440.4 G Other FCU-14A FLOOR 8 3 10.8 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL D Heating Per NEC Article 220.15 FCU-14B FLOOR 8 3 10.8 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL A Phase A Connected Load 90.4 LOCATION: SUB LEVEL ELECTRICAL ROOM FCU-16A FLOOR 8 2.6 9.4 277 1 SEE 2/E06.01 2#12,#12G,3/411C INTEGRAL Phase B Connected Load 89.7 TOTAL CONNECTED LOAD: 269.8 KVA 80KA TVSS Remington Hotels, LP FCU-16B FLOOR 8 2.6 9.4 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL Phase C Connected Load 89.7 TOTAL DEMAND LOAD: 287.0 KVA FCU-16C FLOOR 8 2.6 9.4 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL FCU-17 FLOOR 8 3.3 11.9 277 1 SEE 2/E06.01 2#12,#12G,3/4"C INTEGRAL Project Manager 14185 Dallas Parkway EF-A ROOF 0.9 4.4 277 1 HRFl-25 2#12,#12G,3/4"C 30/1/3R Suite 1150 EF-B GUEST ROOMS 0.3 120 1 BATHROOM CIRCUIT 2#12,#12G,3/4"C SWITCH TO LT Dallas, Texas 75254 EF-C VENDING ROOMS 0.1 120 1 SPARE IN FLR PANEL 2#12,#12G,3/401C 20/1/TOGGLE A EF-D PUMP RM ENCLOSURE 1/8 120 1 SPARE IN FLR PANEL 2#12,#12G,3/4"C 20/1/TOGGLE 2#12 #12G 3!4"C FY SPARE Thornton Tomaseti EUH-1 PUMP ROOM 3.75 13.5 208 1 SPARE IN LG PANEL � 20/1/TOGGLE VERT LG S A E BP-1 BOOSTER PUMPS 7.5 11 480 3 MAIN SWB 3#10,#10G,3/4"C 30/3/3R ADD 20A-3P,600V Structural Engineer BP-2 BOOSTER PUMPS 7.5 11 480 3 MAIN SWB 3#10,#10G,3/411 C 30/3/3R CB FOR NEW 12750 Merit Drive BP-3 BOOSTER PUMPS 7.5 11 480 3 MAIN SWB 3#10,#10G,3/4"C 301313R PUMPS Suite 750 Dallas, Texas 75251 Thompson Company MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 LIGHTING FIXTURE SCHEDULE » TYPE DESCRIPTION LAMP WATTS VOLT MOUNTING NOTES LT-01 CEILING MOUNTED FIXTURE FLUOR30 120 CEILING CHALLENGER-CUSTOM �'f6 LT-02 SCONCE CHALLENGER-CUSTOM FLUOR 2-18 120 WALL T-03 ELECTRIC MIRROR FLUOR 4-39 120 WALL L MOMENTUM 4845 SCONCE LT-11 ELETTRA LTG 675/AP CANDELAS 40 120 WALL LT-13 PENDANT FLUOR 2-30 120 WALL ZIA PRIVEN EMPIRE PENDANT LT-22 CORRIDOR SCONCE FLUOR 13 120 WALL UNILIGHT CUSTOM WALL SCONCE LT-100 RECESSED FIXTURE FLUOR 13 120 RECESSED WET LISTED ELITE LTG B4PL/B462 LT-101 RECESSED DOWNLIGHT FLUOR 50 120 RECESSED ELITE LTG 134/6421 LT-102 PUK LIGHT XENON 20 120 CEILING SURFACE MOUNT WAC LTG HR-86, BN LT-103 CEILING MOUNTED FIXTURE FLUOR 14 120 CEILING INCLUDE CLEAR LINEAR ALKCO ILF114/DIF PRISM LENS OPTION LT-104 RECESSED DOWNLIGHT FLUOR 18 120 RECESSED ELITE LTG B4PL/B402 LT-105 RECESSED DOWNLIGHT-WALLWASHER FLUOR 18 120 RECESSED ELITE LTG B4PLB407 IIL Issue Date&Issue Description By Check 1 04.28.06 SMM PRELIMINARY PRICING PACKAGE 2 05.26.06 SMM WLT ISSUE FOR PHASE I CONSTRUCTION 3 06.16.06 SMM WLT ADDENDUM 1-1 /3\ 4 06.28.06 SMM WLT ADDENDUM 1-6 /4\ 5 08.21.06 SMM WLT ADDENDUM 1-7 /5\ 6 10-20-06 DEB WLT ELECTRICAL RESUBMITTAL /lo\ 10 12.08.06 DEB WLT ISSUE FOR GMP /11\ 11 12.22.06 DEB WLT ISSUE FOR PERMIT REVISION NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET NOTES Seat/Signature IProject Name Sea Turtle Resort Remington Hotel Corporation IProject Number 02.5635.000 CAD File Name EOO-02 LDescription ELECTRICAL SCHEDULES Scale EOOmO2 02005 Gensler 12/20/2006 5:11:47 PM T:\2005\25047\Cad\Elec\Phasel\25047-E00-02.prf soneal KEY DOTES O1 REUSE MS11NG NORMAL AND EMERGENCY ea u e eso CIRCUITS. PROVIDE NEW BRANCH CIRCUITS TO • AX AY AZ A B C NEW FlX�tES AS NECESSARY. D E rt F G H oe enovation Ashford Hospitality Trust I I I I I I I I I I 14185 Dallas Parkway :r r Suite 11 I z Dallas, TX 75254 I I I I I I I 6 --------------- A aim MWE ---------- - ------ in. s � R x 2 2 2 2 �-o I 2 2 2 2 2 2 2 2 LT—01 ' E06.0 E06.0 E06.0 E06.0 E06.0 E06.0 E06.0 E06.0 E06.0 E06.0 E06■0 E06.0 Q 700 Milam Street Suite 40 .a.. ` Houston TX 77002 LT-22 Z Telephone 713.228.8050 ensler Facsimile 713.229.93 43 �� ^^''^^ i c �i s.� n i�,,�,,»,.,.�.�*,{{...��,�...}� �'a"� §i .�{"'"'"'""'{ �5�,....;,,w._,.,,....,..,....,.�is�, ,a �� i .».a.�.....,,...<.,.. 1i�� 3 • �S� #�z � i / � �F.,� °."".' F+ '""""" • ,ei s • {` t ;It .; ii Y i5[ 2 1,#rw� i S iw"ae"' £ i 1 3��^w»................... , ..� i # ; E 01 { FF cff za r4 p �. .....�' z............,.M.,.., a �� S *'..,'r"'-«.—�—'-j� - . 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S x �Y ��# ¢ �� j) « 3 i Thompson Company S MEP Engineer 50 Technology Parkway, South I Norcross, GA 30092 �� LIGHTING PLAN - TYPICAL FLOOR PLAN r /'Z\ EL02 02 SCALE: 1/8" 1 -0 { tis'` - �`� �; � —..,...... 3 ..,.�<�.........»....w.,�....�.::f.�._... ,,........,<._.....<.,.....,�....�<....�...<�..�a.<.�.�,.w...�...v.......�..,,.,...w.w,�..,w,...�,..<, �. z i s f Issue Date&Issue Description By Check _ ` I k I �0 10 12.08.06 DEB WLT ISSUE FOR GMP /11\ 11 12.22.06 DEB WLT ISSUE FOR PERMIT REVISION w�`�F y # � .✓ � �.n.ewe-,v,,:, ..:M,+.,.-,...x�w, ,.,..+n,..+.,.+�...,...++n,..,m*w.,,,nronnn.��,m..e+,rv.-w..,«.,w„.,...+»r-,..,wv.w»,r...w.w.,nn,.+m,r+ .r.,�^" � � i f P t f ? t } { f { 3 2 3 � k i i F a ¢ wfF, NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. E E�T NOTES SN Seal/Signature 1. REPLACE ALL EXISTING LIGHT FIXTURES AS SHOWN. SEE ARCH/ID PLANS FOR EXACT i LOCATIONS. NEW SHEE T Project Name Sea Turtle Resort Remington Hotel Corporotion ,......�<w._.�..,,.�...w,....,._�..�.�..,��.,....,....., �. I Project Number , 02.5635.000 CAD File Name M7402-02 ' Description : v , LIGHTING r TYPICAL FLOOR PLAN Scale SCALE: 1 8"=1 '-0" I S 1. '. 0 1 ' 4' 8' 16' EL02n02 12/20/2006 5:12:54 PM T:\2005\25047\Cad\Elec\Phasel\25047-EL02-02.prf soneal 02005 Gensler KEY NOTES ea e eso REVSE Mil NG NORMAL AND EMERGENCY CIRCUITS6 PROVIDE NEW CIRCUITS TO NEW RXTURES ASNECIESSARY. o e enov ion Ashford Hospitality Trust 14185 Dallas Parkway Suite I 100 Dallas, TX 75254 700 Milam Street Suite 400 Hotaton TX 77002 Telephone 713.228.8050 ensler Facsimile 713.229.9343 A K L y Remington Hotels, LP Project Manager 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 F1 Thornton Tomaseti Structural Engineer -TiEz- N El 71- -1-0 , I'M, If, I, 12750 Merit Drive �u-e-r IN WN 5 MIR imu 111"N ff, A 4 r In "'o =J I t�,, � &211 1�,J- - U ''S qi lilt Su ite 750 Dallas, Texas 75251 2 2 2 r2 2 2 r2 r2 m* 4 r4 4 r2 N L-1141 Thompson Company E06.0 5 �E06.01/ MEP Engineer \EZ06y.0 \,E06.01/ E06.0 �E06.011V E06.0 E06.0 �-o �6. �-o 14 1141 Norcross, GA 30092 INI 0 Technology Parkway, South A k x, LT-21 ILI! -3 U1 LT-01 _7- >4--A ii U _0 0 �,N 1 W_,, 60 4 M �Z x; "N. 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Project Name Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD File Name A02-05 Description 5TH & 8TH FLOOR PLANS LEVEL 5 & 8 - LIGHTING Scale SCALE: 1 /8"=1'-0ft 0 1 ' 4' 8' 161 EL02n05 S Turtl R rt H t I R at D) -OF V, 77.7 12/20/2006 6:12:53 PM T:\2005\25047\Caci\Elec\Phasel\25047-EL02-05.prf soneal 02005 Gensler KEY NOTES O RELOCATE PULL BOX NEXT TO Sea u e esort DOOR. PROVIDE NEW CIRCUITING -02mO2 EP AS NECESSARY TO RECONNECT FA DEVICE. B C F � H JL AX AY AZ A D E Hotel - - - - _ - Ashford Hospita ity Trust I I I I I I I I I I I 14185 Dallas Parkway > , ES Suite 1100 Dallas, TX 75254 I I I I I I I I I I I 6 R3 ' E06.0 If DiiF z . 01 -------------- -mea.. �, �e , :r £ ------------ r t .wwn, ltFF} 4 2 2 2 2 2> D, 2 2 2 2 2 2 2 _ E06.0 E06.0 E06.0 E06.0 E06.0 E06.0 E06.0 E06.01 E06.0 E06.01 \Et# E06.0 E06.0 F �r 700 Milam Street Suite 400 i . .... - Houston TX 77002 ! 0 I m i. 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CAD File Name x ' E02 02 Description M {rwJ[\w/' , WER f .. �`F Scale rn 1 f /t SCALE: 1/8 =1 < 0 1 4 8 16 ` N . r Tilt �f 02005 Gensler 12/20/2006 5:12:23 PM T:\2005\25047\Cad\Elec\Phosel\25047-EP02-02.prf soneal KEY NOTES ea e Resort RELOCATE PUU BOX NEXT TO DOOR. 0 e enov ion Ashford Hospitality Trust 14185 Dallas Parkway Suite I 100 Dallas, TX 75254 700 Milam Street Suite 400 Houston TX 77002 Telephone 713.228.8050 enslier Facsimile 713.229.9343 A A H K Remington Hotels, LP -3k Pro ect Manager ""M 14185 Dallas Parkway th Suite 1150 J, Dallas, Texas 75254 E1 Thornton Tomaseti A-t J `j E'40-1 9mmus!:- K,ZZ Hit MI P =-Z -- ------------—-------- be R-3�G--.-101= A 11ii3i, Ere % P g" Structural Engineer J xi I (MM4111151"WOVIJ 12750 Merit Drive P rn Suite 750 Dallas, Texas 75251 2 2 2 2 2 4 r2 r2 r4 r2 r2 2 X E06.0 E06.0 E06.0 j E06.0 06.0 E06.0 06.0 E06.0 IN& Thompson Company A 5- P�z P4 A MEP Engineer -4 50 Technology Parkway, South F A.......... 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Project Name Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD File Name A02-05 Description 5TH & 8TH FLOOR PLANS LEVEL 5 & 8 — POWER Scale SCALE: 1/8"=V-0pp 0 1' 4' 81 16' - 11 EP02005 I S Turtl H t IR at ,ril! CE 12/20/2006 6:13:05 PM T:\2005\25047\Cad\Elec\Phasel\25047-EP02-05.prf someal C2005 Gensler 1 KEY NOTES 0 M -- - - eaQ NEW PANEL HRF1, SEE RISER FOR SIZE. LOCATE IN ue esort PENTHOUSE SUB LEVEL ELECTRICAL ROOM. LOCATE • PANEL WITH SUFFICIENT CLEARANCE PER I ....1 1a RTICLE 110 FROM ELECTRICAL ROOM. SUPPORT Renovation CONDUIT WITH STANDOFFS ON ROOF STRUCTURE. otel REPLACE APPROXIMATELY 20 OF � CORRODED ELECTRICAL CONDUIT WITH RGS, INVESTIGATE Ashford Hospitality Tr - - - USt I l CONDITION OF CABLING JACKET AND INSULATION. FORWARD TO ENGINEER FOR FURTHER WORK. 14185 Dallas Parkway 1 I I I / � 1 1 AX A AZ A B C D E F G H L I / 3 RISE (2) 47 RGS CONDUITS FOR NEW PANEL Suite 1100 HRF1 UP FACE OF/ I 0 FROM EXISTING MAIN SWITCHBOARD COORDINATE Dallas FEED NEW PANEL TX 75254 �`� ~- -�- -�~- ~~�---- -- ---- -- -- -- ----�----- -- -- -- --�� -� -- --� AWITH ARCHITECT FOR PAINT COLOR. � I I I I I I I I I l ( 11 11 I1 1 ,;-'r' ® SIGN DISCONNECT, SIZE AND WIRING TO BE I I t - DETERMINED. 0 0 IIS 11``, 11 11 11 11 11 -- -: . . ;.._.. 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DEMOLISH CIRCUITS BACK TO SOURCE FOR DEMOLISHED HVAC EQUIPMENT. I IProject Name Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD File Name 25047—E02-09 1 Description ROOF PLAN ELECTRICAL L Scale T SCALE: 1/8"=1'-0" 0 1' 4' 8' 16' ©2005 Gensler 12/20/2006 5:11:30 PM T:\2005\25047\Cad\Elec\Phasel\25047-E02-09.prf soneal KEY NOTES o10 Sea TLl. e Resort , (1 PROVIDE NEW 80OA-3P, 600V "GE" CB IN EXISTING w . fti �.__ ___________--__ ,___ _.w _ . ... ._,. .._ _ _.. _ ._ SWITCHBOARD MDP TO CONNECT NEW FEEDER FOR Y h 11 _ NEW- ROOFTOP PANEL HRF1. aan0e enov I I _ I I O PROVIDE 18" CONDUIT STANDOFFS FOR CLEARANCE _ V ON ROOF (NECESSARY FOR ROOF MAINTENANCE • .- --- ---- --- --- -------- --- ----_----- --- ------ ----------- - -- ---- - --- --_------�- � -- - - ---- --- - - -- -_- . -- --- - -- AshfordH itali Trust I I 10 AND MINIMUM DERATING OF CIRCUIT) osp Hospitality I MAXIMUM DEMAND BILLING FOR THE PAST YEAR 14185 Dallas Parkway I HRF1 I PENTHOUSE 1 INDICATES THAT THE LOAD IS 606KW. 730A. I 480 277vc� SUB LEVEL ELECTRICAL 480Y/277V. THE NEW LOAD WILL ADD 417Kw. Suite 1100 I 80�A BUS I ROOM L-----------------J 237FOR 2 7V. TOTAL LOAD of 1 2KW 1232A. 480Y Dallas TX 75254 ROOF 700 Milam Street Suite 400 Houston TX 77002 Telephone 713.228.8050 Gensler Facsimile 713.229.9343 LEVEL EIGHT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Remington Hotels, LP LEVEL SEVEN Project Manager I I I i I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 Thornton Tomaseti Structural Engineer 12750 Merit Drive Suite 750 Dallas, Texas 75251 LEVEL SIX Thompson Company I I I I I i I I i I I I ( I I I ► I I , , I i I I , i , , , , , , I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 LEVEL FIVE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I LEVEL FOUR ( � Issue Date&Issue Description By Check 1 04.28.06 DEB WLT PRELIMINARY PRICING PACKAGE 2 05.26.08 DEB WLT ISSUE FOR PHASE 1 CONSTRUCTION 3 08/18,(06 DEB WLT PERMIT COMMENTS ,Q 10 12.08.06 DEB WLT ISSUE FOR GMP » 11 12.22.06 DEB WLT ISSUE FOR PERMIT REVISION LEVEL THREE TO HRF1 ON ROOF, ROUTE CIRCUIT ON FACE OF BUILDING FROM MAIN ELECTRICAL ROOM 1Q LEVEL TWO (2 SETS) 4#600, #1/OG, 4"RGS a. 90deg C. XHHN NOTE: REFER TO PROJECT MANUAL 0 0 0� Cn0 Q FOR GENERAL NOTES KEY NOTES Z Z U- 2:n Z 0. X AND SPECIFICATION ON THIS PROJECT. o 41 6 SHEET NOTES 2000 800 600 1000 400 30) 200Seal/Signature ) TO EXISTING I I I I I I UTILITY TRANSFORMER EXISTING 480/277V SWITCHBOARD "MDP" LEVEL ONE LEVEL ZERO ROOF I I t I I I I I I I I I I I I I I I I I I I t I I I I I { Project Name Sea Turtle Resort Remington Hotel Corporation IProject Number 02.5635.000 CAD File Name X02-00 Description ELECTRICAL RISER (Scale LEVEL ZERO _ -- ELECTRICAL; RISER 03.01 N.T.S. E03n0l 2005 Gensler 12/20/2006 5:11:15 PM T:\2005\25047\Cad\Elec\Phasel\25047-E03-01.prf soneal I I i KEY NOTES u eso O1 CIRCUIT ALL NEW OUTLETS TO THE NEAREST rt EXISTING ELECTRICAL CIRCUIT APPLICABLE TO • THE ROOM SERVED. o e enovation O RECONNECT NEW FCU TO EXISTING 277V WIRING. ALL FCU'S ON EACH FLOOR ARE FED FROM ONE • CIRCUIT BREAKER IN PANEL H. THE NEW UNITS Ashford Hospitality Trust HAVE AN IIIrITEGRAL 2 POLE DISCONNECT TO SWITCH THE HOT AND NEUTRAL CONDUCTOR IN 14185 Dallas Parkway ORDER TO COMPLETELY DE-ENERGIZE THE UNIT. UPON RECONNECTING ALL UNITS, TEST FOR Suite 1100 PROPER OPERATION OF PANEL H CIRCUIT BREAKERS/%VTCHES. Dallas, TX 75254 ALL ROOMS TYPICALLY ARE FED BY (2) TWO CIRCUITS, ONE CIRCUIT FOR THE COFFEE BAR AND ONE CIRCUIT FOR THE SLEEPING AREA AND BATHROOM IN ORDER TO MAKE THE ROOMS MORE CODE COMPIJANT, RECIRCUIT THE BATHROOM OUTLETS (RECEPTACLE, FAN, LIGHT & MIRROR) ONTO ONE CIRCUIT AND RECIRCUIT THE REMAINING 40"AFF 1 70"AFF SLEEPING AREA OUTLETS AND COFFEE BAR ONTO THE REMAIMNG CIRCUIT. +70 AFF +40 AFF �* : ._.:, �:;:�,. .1.aR fir: '� 4 CONNECT NEW FAN INTO EXISTING CIRCUIT. PROVIDE IrEW 20A-1 P, 120V SWITCH AND BRANCH :;""� ., k F ��^,.Ty .> I '� ° CIRCUITING TO EXISTING CIRCUIT. iii j}, .....�..«.. '•?'�`viat -t '•,.,,gy, ,f+ i'.3,'ax' ", X x t x E O REPLACE EXISTING TV OUTLET IN NEW LOCATION 700 Milam Street LT-0 I ' F� g BEHIND NEW TV AND RECONNECT. Suite 400 �E g MOUNT NEW RECEPTACLE IN HORIZONTAL POSITION Houston 71 77002 O " Telephone 713.228.8050 r 45 AFF. TYPICAL FOR ALL COFFEE BARS. ensler Facsimile 713.229.9343 FOR NEW PUCK LIGHTS OVER BED, CONCEAL CONDUIT 1 # IN WOOD DRAPERY PANEL. g 2 LT-102 O t g PROVIDE CONDUIT FOR (DAND NEW WALL SCONCE, — O LT 102 HIDE WITHIN NEW CROWN MOLDING. COORDINATE I R ' `' NTH FINISH CARPENTER. 7 P E Ems` � ' N "` 7 1 5 ` � �. t NOTE: COORD. OUTLET Tv } AND LIGHTING FIXTURES _� Eix" E W ARCH & ID PLANS ' € LT-102 -e / E 5 3 E� LT-102 �. " LIGHTED MIRROR ,. Remington Hotel LP LIGHTED z t .,. S� MIRROR f" LT-101 � E I _ 'I Project Manager i E g O i 14185 Dallas Parkway LT 1 ,, 'i i -�< :-� Suite 1150 4 1 NOTE: CIRCUITING AS _ SHOWN ONLY SCHEMATIC. �w LT-0 EC TO CONFIRM IN FIELD * �.�. '' BEST METHOD FOR .., . FAN ACHIEVING WIRING OF NEW LT 03 -M °; 3 Thornton Tomaseti LT-100 �� OUTLETS AND t w f , RECEPTACLES. r I _ LTA 03 ,.. ,_ .. �..� I _ __ z .. Structural Engineer � �r LT 100 � � ,� . ° _1 _20L 12750 Merit Drive . Lw�. �_ ._ _.w Q Suite 750 Dallas, Texas 75251 3 Thompson Company 4 ENLARGED K-12 4 & 5 - NEW & EXISTING TO REMAIN 3 ENLARGED K-1 2 4 & 5 - EXISTING - - MEP Engineer 2 ENLARGED DD 1 Z & 3 NEW & EXISTING TO REMAIN 1 ENLARGED DD 1 2 & 3 EXISTING So Technology Parkway, south E06.01 SCALE: 114"= 1'-0" E06.01 SCALE: 114"= 1'-0" E06.01 SCALE: 114"= 1'-0" E06.01 SCALE: 114"= 1'-0" Norcross, GA 30092 'S5 ��j�a.+javr.y� a t3 r t £F +'*'r. nU s\ !r,` E >� Ex 3. a "K IIssue Date&Issue Description By Check NO 4 1 04.28.06 LT-102 1 7 DEB WLT E►;��. PRELIMINARY PRICING PACKAGE O I i Ems` x i Al 2 05.26.06 DEB WLT _ ...aE ' ' �k @E ISSUE FOR PHASE 1 CONSTRUCTION I �>I � ! �0 10 12.08.06 DEB WLT LT-102. ISSUE FOR GMP � .. r.. .. 11 12.22.06 DEB WLT ;i LIGHTED ISSUE FOR PERMIT REVISION MIRROR =° I �+�i",fin"x`��- �K t� E < E ' "Sz� �,�..,.;•.,�.�.',wr„ LF"'+'.ry w , , wo ..,..,. i � < 3��«♦zl<,..,.mv,as mvv..w..'�a'`,� �;,.w; ., ., '.y: �^., .. i;•� fT'Y`v`t � �/�. S 1'q- lrwa.w+w..*.rra.+<a. is t.� ` �i�.s� �' 1 ,; x 4 TO OTHER FCU ON FLOOR H A B C D E F G I LT-)03 208f120V 0 �,r �Y` " 225A BUS iv LT-100 4EPrw: " t EXISTING CIRCUIT FCU t Y EXISTING FLOOR PANEL LT-01 = � LT-01� LM- ......�._.� f*��;�;� .._ .....,_.._.n. ., FCU NOTE:SHOULD HAVE INTEGRAL 2-POLE SWITCH TO DISCONNECT HOT LEAD AND f 3„ . NEUTRAL DUE TO WIRING CONFIGURATION .u.. ,`� ri, Ea .�"a, ^`.. �"'a 9'x 4"`, s`` ('3. > �; .. `' <tY". �',5;` +' `h�.. �1 'f .,. ,Y ,. ,r''y- 'z.° "x.`•" '•7l"" �-,�a. :s<� ;r- �f ..w,.::a,,.�..,.. .w.t..«i«a:«..�,,...3''....,,..:,w.��....��..s-.w e,t�«.£,,..«,.«< .'�..��'.�.,�«» x.<.�.,... �,• ....e :,«{«..«<.k.,«....w,.t.,r..,.,»..a.<`.»..,.,,s.,,^:�.._...,.»:�.. :a,..c.».,.,:.:.«.:.....,...a...:,'«.,.<'W,�::,.+.,.«3...�.„.,.:::.>;'�;�t::x':) .�....::,s.,...,�.,;..t...«.,.,:,,«...,..,....».,«......,....,«.....:..;:.,...,::.».......,.... NOTE: REFER TO PROJECT MANUAL 7 FCU CONNECTION DETAIL FOR GENERAL NOTES, KEY NOTES, 5 ENLARGED K-3 - NEW & EXISTING TO REMAIN 6 ENLARGED K-3 - EXISTING E06.01 AND SPECIFICATION ON THIS PROJECT. E06.01 E06.01 H.T.S. SCALE: 1/4" = 1'-0" SCALE: 1147=-1'-0" SHEET NOTES Seal/Signature 1. CIRCUITING AS SHOWN ONLY SCHEMATIC. EC TO CONFIRM IN FIELD BEST METHOD FOR ACHIEVING WIRING OF NEW OUTLETS AND RECEPTACLES. 2. COORDINATE OUTLET AND LIGHTING FIXTURES WITH ARCHITECT AND INTERIOR DESIGN PLANS. 3. REFER 70 ARCHITECTURAL/INTERIOR DESIGN PLANS FOR EXACT OUTLET LOCATIONS. 4. FOR DELLO OF ELECTRICAL OUTLETS, PROVIDE (Project Name BLANK OVER OUTLET, REMOVE WIRING BACK Sea Turtle Resort TO BOUNCE. NEW SHEET Remington Hotel Corporation 5. FIRE ALARM DEVICES ARE EXISTING TO REMAIN IN BION ADA AND HEARING IMPAIRED I Project Number ROOMS. 02.5635.000 CAD File Name x02-00 IDescription ENLARGED WES1ROOi�S — ELECTRICAL Scale E0-6n0l @2005 Gensler 12/20/2006 5:11:08 PM T:\2005\25047\Cad\Elec\Phasel\25047-E06-01.prf soneal KEY DOTES O1 CIRCUIT ALL NEW OUTLETS TO THE NEAREST iea u-- rtle Re o EXISTING ELECTRICAL CIRCUIT APPLICABLE TO THE ROOM SERVED. RECONNECT NEW FCU TO EXISTING 277V WIRING. ote Renovation ALL FCU'S ON EACH FLOOR ARE FED FROM ONE L H. THE NEW UNITS Ashford H �t Hospitality HAVE AN INTEGRAL 2 POLE DISCONNECT TO ospi a i Trust O SWITCH THE HOT AND NEUTRAL CONDUCTOR IN 14185 Dallas Parkway ORDER TO WMPLETELY DE—ENERGIZE THE UNIT. y UPON PROPEREOP�ERATION OF PANECONNECTING ALL L�H CIRCUIT, TEST FOR Suite 1100 BREAKERS/SWITCHES. It LT-101 h LT-102 LT- L Dallas, TX 75254 rt LT-100 T �, O ALL ROOMS TYPICALLY ARE FED BY (2) TWO E CIRCUITS. ONE CIRCUIT FOR THE COFFEE BAR AND ONE CIRCUIT FOR THE SLEEPING AREA AND 7 E 3; BATHROOM. IN ORDER TO MAKE THE ROOMS MORE GF CODE COMPLIANT, RECIRCUIT THE BATHROOM # OUTLETS (RECEPTACLE, FAN, LIGHT & MIRROR) ONTO ONE CIRCUIT AND RECIRCUIT THE REMAINING T=;100 _. � SLEEPING AREA OUTLETS AND COFFEE BAR ONTO THE REMAINING CIRCUIT. LT-1LT- 00— 100 w 1 � y I €_ 4 CONNECT NEW FAN INTO EXISTING CIRCUIT. GF q € € O PROVIDE NEW 20A-1P 120V SWITCH AND BRANCH LT-100 .;. LT-100 CIRCUITING 0 EXISTING CIRCUIT. I. 5 REPLACE EXISTING TV OUTLET IN NEW LOCATION LT-'100� � € � � =f 'O GF s IFS BEHIND NEW TV AND RECONNECT. 700 Milam Street :� �` to 400 - I 5 f 4 € 6 MOUNT NEW RECEPTACLE IN HORIZONTAL POSITION Houston TX 77002 Q _ -ANS 0 GF � � � �� A � � $� 45 AFF.. TYPICAL FOR ALL COFFEE BARS.lit Telephone 713.228.8050 ry E ~�.,. � P } _ Facsimile 713.22 .9343 FA ensler 7 FOR NEW PUCK LIGHTS OVER BED, CONCEAL CONDUIT € 3 IN WOOD DRAPERY PANEL. LT-13 PROVIDE CONDUIT FOR 7 AND NEW WALL SCONCE, LT-13 LT-13 0 �£ 0 HID WI E CROWN MOLDING COORDINATE O1 LT-13 E WITHIN NEW C CORD ATE 6 WITH FINISH CARPENTER. LT-13 ' O O 3 _ LT-13 A� _ Remington Hotels, LP 01 t I \: ---- _ Project Manager #9xx 4 i° _ :D � g _ i 14185 Dallas Parkway - _ "' , 44 ` ^ ` �` � �: Suite 1150 DallasTexas 75254 I V1 . Thornton Tomaseti Structural Engineer 2 ENLARGED S-1 - NEW & EXISTING TO REMAIN ENLARGED S-1 - EXISTING 12750 Merit Drive 06.0 SCALE: 114"= 1'-0" 06.0 , 1 " _ Suite 750 SCALE. /4 1 0 Dallas, Texas 75251 Thompson Company MEP Engineer 7 50 Technology Parkway, South a _ tea; Norcross, GA 30092 " R » 7 :• �"""" , / i<:Ma:"si.sa:;ii:ci:, e,A::at > , �d y p f` `°ems A a '�s.'S`a�xi�:£iia3 LT—102i T it 3My i ° p� yk *001 } ; LT-100 LT-100 Y3 "q� ..»....,.......,,.i... x......»...,....»..A...,...».,,...,,.,,,.t.,,,......»..,..,'t I `:i %£ i; r FAN k ♦_♦ =Y sI _� S 3£ i,» ,, '�L•,4. ;,. .r,.,,, _ w.. „ d; A ..... ? "" k,• `�` F ''�`s ' c` '4`n s' ..—z- 7J' —y— ... TO OTHER FCU ON FLOOR k x 'gym H(A,B,C,D,E,F,G) �1� p = _ ; 8 ' ., ,:_ 208/120 VLT-01 GF- 225A BUS ' EXISTING CIRCUITr � } T :. = fI° --- FCU ------------------- C ?y». ,,.`Y'.,.w,y.i..^,. 'kii" :,:3i. T+".0 ',�'.A�:, tw ;':+ssr� ��. } 1FiY,t'. ++5+£` 4'`,x;;, £ x r Zf t F E lit D EXISTING FLOOR PANEL NOTE: t I FCU SHOULD HAVE INTEGRAL 2—POLE SWITCH TO DISCONNECT HOT LEAD AND f°"� x Issue Date&Issue Description B NEUTRAL DUE TO WIRING CONFIGURATION. 3� I� p ' y Check 10 12.08.06 DEB WLT I 9 z i ! 5 ;; �s� ' ° ISSUE FOR GMP 3 FCU CONNECTION DETAIL 0 €vI x _ _ � /11\ 11 12.22.06 DEB WLT 06.0 �„ .� _�A, _.�,».»�.,�,.» ,. ,�_,,..,.. ...,�.,., .,,.�.,, ,�..,rt,w, .�.,��," y � ' L s l fO f s' N.T.S. s k fi �G" f �4 '.v .� �..�` ,.�,..�.... '� � �. ... �....,.._.»:..�: w._..:�. .w��.. ��: -�' �.; ISSUE FOR PERMIT REVISION 0 4 ENLARGED S-2 - NEW & EXISTING TO REMAIN 5 ENLARGED S-2 - EXISTING 06.0 SCALE: 1/41'= 1'-0" % 06.0 SCALE: 1A"= 1'-0" » NEW SHEET NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET MUTES - -- I Seal/Signature 1. CIRCUMNG AS SHOWN ONLY SCHEMATIC. EC TO CONFIRM IN FIELD BEST METHOD FOR ACHIEVING WIRING OF NEW OUTLETS AND RECEPTACLES. 2. COORDINATE OUTLET AND LIGHTING FIXTURES WITH ARCHITECT AND INTERIOR DESIGN PLANS. 3. REFER TO ARCHITECTURAL/INTERIOR DESIGN PLANS FOR EXACT OUTLET LOCATIONS. 4. FOR DEMO OF ELECTRICAL OUTLETS, PROVIDE Project Name BLANK OVER OUTLET, REMOVE WIRING BACK Sea Turtle Resort TO SOURCE. Remington Hotel Corporation 5. FIRE ALARM DEVICES ARE EXISTING TO REMAIN IN NON ADA AND HEARING IMPAIRED Project Number ROOMS. 02.5635.000 CAD File Name X02-00 IDescription ENLAM GUESTROOMS — ELECTRICAL IScale E06n02 02005 Gensler 12/20/2006 5:10:32 PM T:\2005\25047\Cod\Elec\Phase1\25047-E06-02.prf soneal KEY NOTES U1 CIRCUIT ALL NEW OUTLETS TO THE NEAREST Sea Turfttle Resort EXISTING ELECTRICAL CIRCUIT APPLICABLE TO O 33 Q THE ROOM SERVED. 40 AFF 0 RECONNECT NEW FCU TO EXISTING 277V WIRING. ote enova ion . LIGHTED 1 70 AFF ALL FCU`S ON EACH FLOOR ARE FED FROM ONE MIRROR - -- - -- ._.._ _- ---- A_ hf d H it _ li st CIRCUIT BREAKER IN PANEL H. THE NEW UNITS S Or OS a Trust # � � �� HAVE AN INTEGRAL 2 POLE DISCONNECT TO p ty Xft _.{r� -�r`� � SWITCH THE HOT AND NEUTRAL CONDUCTOR IN LT-10 ` ORDER TO COMPLETELY DE—ENERGIZE THE UNIT. 14185 Dallas Parkway >< UPON RECONNECTING ALL UNITS, TEST FOR _ . LT—03 ' PROPER OPERATION OF PANEL H CIRCUIT Suite 1100 LT-017, E BREAKERS/SWITCHES. C8 Dallas, TX 75254 O ALL ROOMS TYPICALLY ARE FED BY (2) TWO CIRCUITS, ONE CIRCUIT FOR THE COFFEE BAR AND ONE CIRCUIT FOR THE SLEEPING AREA AND 1 O BATHROOM. IN ORDER TO MAKE THE ROOMS MORE LT-102 CODE COMPLIANT, RECIRCUIT THE BATHROOM OUTLETS (RECEPTACLE, FAN, LIGHT & MIRROR) ONTO ONE CIRCUIT AND RECIRCUIT THE REMAINING .<FAN r. SLEEPING AREA OUTLETS AND COFFEE BAR ONTO r 4 ME X THE REMAINING CIRCUIT. .� 0 1X E 7 P � ® CONNECT NEW FAN INTO EXISTING CIRCUIT. PROVIDE NEW 20A-1P, 120V SWITCH AND BRANCH LT-101 f Ty NEW SMOKE DETECTOR ��. E CIRCUITING TO EXISTING CIRCUIT. NEW VISUAL d 5 QREPLACE EXISTING TV OUTLET IN NEW LOCATION E NEW FIRE STROBES BEHIND NEIN TV AND RECONNECT. 700 Mil am Street t NEW DOORBELL LT-1021, ` ^ Suite 400 STROBEg MOUNT NEW RECEPTACLE IN HORIZONTAL POSITION Houston TX 77002 --�---�- LT-102 - # NEW SMOKE REMOTE STROBE �: : � 45 AFF. TYPICAL FOR ALL COFFEE BARS. Telephone 713.228.8050 } ensler NEW FIRE REMOTE STROBE �� LIGHTED r��. `�� Facsimile 713.229.9343 NEW DOORBELL STROBE MIRROR ., Q FOR NEW PUCK LIGHTS OVER BED, CONCEAL CONDUIT IN WOOD DRAPERY PANEL. I _y L F „ f LT--101 SCE PROVIDE CONDUIT FOR 7 AND NEW WALL SCONCE 5 _ HIDE WITHIN NEW CROWN MOLDING. COORDINATE Or LT-102 : . t �� E s E WITH FINISH CARPENTER. ._. ._ 4 J E c t Erill 0 � ' FAN LT—.103 L1-100 ,....,. . 0 3 O NEW DOORBELL 0 DISABLE SWITCH Remington Hotels, LP NEW DOORBELL PUSH BUTTON Project Manager 14185 Dallas Parkway Suite 1150 4 ENLARGED KADA-1 2 3 & 4 3 ENLARGED KADA-1 2 3 & 4 - EXISTING 2 ENLARGED DD-1 HEARING IMPAIRED ENLARGED DD-1 Dallas, Texas 75254 Eo6.03 NEIN & EXISTING TO REMAIN Eo6.o3 SCALE: 1/4w'= 1'-0" Eos.o3 NEW & EXISTING TO REMAIN Eo6.o3 HEARING IMPAIRED - EXISTING-Thornton Tomaseti SCALE. 114„- 1,-0„ SCALE. 114„- 1 .0„ SCALE. 114„- 1,-0„ Structural Engineer 12750 Merit Drive Suite 750 Dallas, Texas 75251 Thompson Company MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 TO OTHER FCU ON FLOOR H(A,B,C,D,E,F,G) 208/120V 2225A5A BUS NEW SHE E T B » EXISTING CIRCUIT EXISTING FLOOR PANEL NOTE: FCU SHOULD HAVE INTEGRAL 2—POLE SWITCH TO DISCONNECT HOT LEAD AND NEUTRAL DUE TO WIRING CONFIGURATION. 5 FCU CONNECTION DETAIL E06.03 N.T.S. JAIssue Date&Issue Description By Check 10 12.08.06 DEB WLT ISSUE FOR GMP » 11 12.22.06 DEB WLT ISSUE FOR PERMIT REVISION NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET NOTES Seal/Signature 1. CIRCUITING AS SHOWN ONLY SCHEMATIC. EC TO CONFIRM IN FIELD BEST METHOD FOR ACHIEVING WIRING OF NEW OUTLETS AND RECEPTACLES. 2. COORDINATE OUTLET AND LIGHTING FIXTURES WITH ARCHITECT AND INTERIOR DESIGN PLANS. 3. REFER TO ARCHITECTURAL/INTERIOR DESIGN PLANS FOR EXACT OUTLET LOCATIONS. 4. FOR DEMO OF ELECTRICAL OUTLETS, PROVIDE I Project Name BLANK OVER OUTLET, REMOVE WIRING BACK Sea Turtle Resort TO SOURCE. .5. FIRE ALARM DEVICES ARE EXISTING TO Remington Hotel Corporation REMAIN IN NON ADA AND HEARING IMPAIRED Project Number ROOMS. 02.5635.000 6. CONTRACTOR TO REFER TO ARCH FOR ALL ADA CAD Fite Name ROOM LOCATIONS. X02-00 LDescription ENlAM GUESTROOIrIS - ELECTRICAL lScale E06mO3 C)2005 Gensler 12/20/2006 5:10:08 PM T:\2005\25047\Cad\Elec\Phasel\25047-E06-03.prf soneal KEY NOTES Sea Turtle Resort ABBREVIATIONS LEGEND GENERAL NOTES Hotel Renovon__ . ___ _ _ __- A/C ABOVE CEILING - As or Hospita ity Trust- AD rust AD AREA DRAIN SANITARY WASTE OR DRAIN, ABOVE FLOOR GATE/BALL VALVE 1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE 14185 Dallas Parkway CONDITIONS. IT IS INTENDED THAT A COMPLETE PLUMBING AND FIRE PROTECTION SYSTEM BE AFF ABOVE FINISHED FLOOR PROSANITARY WASTE OR DRAIN, BELOW FLOOR CHECK VALVE RDINATEDED �WITH TH AALL DISCILL PLINES.ARY EQUIPMENT, EPAR METERS GIVEN IN THESE CONTROLS SHALL BEO Suite 1100 AFG ABOVE FINISHED GRADE STRICTLY CONFORMED TO. ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE PLUMBING A/F ABOVE FLOOR AND�TMHESEACONTR CT DOCUMENTS SHALL FURNISH,EDTWITHOUDTSINLCOURRINGUANYRITIES Dallas, TX 75254 F -- FOUNDATION DRAIN BALANCING VALVE ADDITIONAL COST TO THE OWNER. CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND THE AP ACCESS PANEL DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS. BCO BASE CLEANOUT 2. COORDINATE ALL WORK WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, FIRE PROTECTION, B F BELOW FLOOR ST STORM DRAIN ABOVE FLOOR PRESSURE REDUCING VALVE AND ELECTRICAL TRADES. PIPE ROUTING SHOWN IS DIAGRAMMATIC. PROVIDE ALL OFFSETS, ETC., TO AVOID INTERFERENCES WITH EQUIPMENT, PIPING, DUCT WORK, LIGHTS, CONDUIT, AND STRUCTURAL MEMBERS. BFP BACKFLOW PREVENTER 3. COORDINATE ALL FLOOR PENETRATIONS WITH STRUCTURAL DRAWINGS. SET SLEEVES IN FLOORS -ST-- STORM DRAIN BELOW FLOOR -.�� BUTTERFLY VALVE AND WALLS AND ATTACHMENTS FOR HANGERS AS CONSTRUCTION PROGRESSES. COORDINATE THE 6/G BELOW GRADE EXACT SIZE AND LOCATION OF ALL SLEEVES WITH STRUCTURAL ENGINEER. ALL PENETRATIONS BOP BOTTOM OF PIPE MUST BE SEALED AND HELD AS TIGHT TO COLUMNS OR WALLS AS POSSIBLE. BV BALANCING VALVE EST EMERGENCY STORM DRAIN ABOVE FLOOR VALVE IN RISER 4. PROVIDE 12"x12" ACCESS PANELS FOR SHOCK ABSORBERS, TRAP PRIMERS AND ALL VALVES LOCATED ABOVE NON ACCESSIBLE CEILINGS AND INSIDE PIPE CHASES. EXACT LOCATION MUST BE COORDINATED CD CONDENSATE DRAIN WITH ARCHITECTURAL DRAWINGS AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. ALL ACCESS GW GREASE WASTE ABOVE FLOOR PG PRESSURE GAUGE W/ SHUTOFF COCK PANELS SHALL BE LOCATED SO THAT THEY ARE NOT VISIBLE TO PUBLIC VIEW. CFH CUBIC FEET PER HOUR 5. ALL DRAINAGE PIPING AND POTABLE WATER PIPING SHALL BE CONCEALED INSIDE WALLS AND PIPE CONN CONNECTION CHASES OR ABOVE CEILINGS. HOLD ALL PIPING ABOVE CEILING AS HIGH AS POSSIBLE. 700 Milam Street CONT CONTINUATION --GW-- GREASE WASTE BELOW FLOOR \ WALL HYDRANT 6. ALL DRAINAGE PIPING SHALL SLOPE AT 1/8 INCH PER FOOT UNLESS Suite 400 OTHERWISE NOTED. Houston TX 77002 CGWV COMBINATION GREASE WASTE & VENT 7. CONTRACTOR SHALL MAKE FINAL CONNECTION TO ALL DOMESTIC WATER, SANITARY SEWERS, STORM Telephone 713.228.8050 CP CIRCULATION PUMP IW INDIRECT WASTE --�`y HOSE BIBB DRAINS, AND GAS SERVICES AT APPROXIMATELY 5'-0" FROM BUILDING STRUCTURE rXensler Facsimile 713.229.9343 UNLESS OTHERWISE NOTED. CW COLD WATER VENT PIPING SHOWER VALVE 8. WALL HYDRANTS AND HOSE BIBBS SHALL BE MOUNTED V-6" ABOVE GRADE OR FLOOR LEVELS. ---- ---- --- --- --- p��p CWV COMBINATION WASTE & VENT 9. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR LOCATION OF ALL PLUMBING FIXTURES. D DRAIN EXACT LOCATION OF ALL PLUMBING FIXTURES MUST BE VERIFIED IN FIELD PRIOR TO INSTALL- DD DECK DRAIN - COLD WATER PIPING O ROOF DRAIN ATION. FINAL LOCATION SHALL BE AS DIRECTED BY ARCHITECT. 10. FLOORS WHERE INDICATED ON ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS SHALL SLOPE TO DFU DRAINAGE FIXTURE UNITS FLOOR DRAINS. MAXIMUM SLOPE IN ANY DIRECTION SHALL NOT EXCEED 1/8 INCH PER FOOT. HZ COLD WATER PIPING HIGH ZONEOO HUB DRAIN EXACT LOCATION OF ALL FLOOR DRAINS AND HUB DRAINS FOR EQUIPMENT MUST BE VERIFIED DN DOWN IN FIELD PRIOR TO INSTALLATION. FINAL LOCATION AND TOP ELEVATION SHALL BE AS DIRECTED BY ARCHITECT. EL ELEVATION 11. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTION TO ALL EQUIPMENT INDICATED ON LW COLD WATER PIPING LOW ZONE B I FLOOR SINK DRAWINGS. FINAL CONNECTION SHALL INCLUDE ANY ADAPTERS, NIPPLES, SHUTOFF VALVES, ESP ELEVATOR SUMP PUMP `1J PRESSURE REGULATING VALVES, SHOCK ABSORBERS, BACKFLOW PREVENTION DEVICES, ETC. ERD EMERGENCY ROOF DRAIN 12. DO NOT RUN PLUMBING PIPING THROUGH TRANSFORMER VAULTS, ELECTRICAL CLOSETS, EST EMERGENCY STORM -- HOT WATER (120) FLOOR DRAIN ELECTRICAL SWITCHGEAR ROOMS, ELEVATOR EQUIPMENT ROOMS, COMPUTER ROOMS OR TELEPHONE ROOMS. ET EXPANSION TANK ---140- HOT WATER (140) Fol DECK DRAIN 13. PROVIDE AUTOMATIC TYPE TRAP PRIMER LOCATED IN THE COLD WATER LINE BELOW LAVATORY ON ALL FCV FLOW CONTROL VALVE FLOOR DRAINS IN TOILET ROOMS. PROVIDE AN AUTOMATIC OR LAVATORY WASTE TYPE TRAP PRIMER Remington Hotels, LP FCO FLOOR CLEANOUT ON ALL FLOOR DRAINS IN MECHANICAL ROOMS. ----►- HOT WATER RETURN (120) P1, P2, ETC. PLUMBING FIXTURE NUMBER - SEE FIXTURE SCHEDULE ON P0.02 14ALL STRUCTURAL PENETRATIONS (SLEEVES, BLOCKOUTS) ARE TO BE LOCATED AND COORDINATED Project Manager FD FLOOR DRAIN . IN THE FIELD BY THE CONTRACTOR IN RELATION TO THE REQUIREMENTS OF FINAL EQUIPMENT AND 14185 Dallas Parkway FFE FINISHED FLOOR ELEVATION 0 DETAIL NUMBER FIXTURES SELECTED. Suite 1150 FHB FREEZEPROOF HOSE BIBB ---140--o - HOT WATER RETURN (140) P_ DRAWING WHERE SHOWN 15. PROVIDE AN EXPANSION JOINT OR FABRICATED EXPANSION LOOP ON ALL PIPING SYSTEMS THAT Dallas, Texas 75254 FS FLOOR SINK CROSS BUILDING EXPANSION JOINTS. FSP FIRE STANDPIPE G GAS PIPING (LOW PRESSURE) ST STORM LEADER INDICATOR 16. REFER TO FIRE PROTECTION SPEC SECTION 15500 FOR SPRINKLER DESIGN REQUIREMENTS FOR ALL AREAS. PROVIDE NEW SPRINKLERS FOR PORT COCHERE AND CANOPY AREAS. MODIFY EXISTING SPRINKLER FSW FLOW SWITCH HEAD LOCATIONS WITH NEW BRANCH LINES OR ARMOVERS TO MATCH THE ARCHITECTS REFLECTED CEILING PLANS. Thornton Tomaseti FU FIXTURE UNITS MG MEDIUM PRESSURE GAS PIPING S SANITARY STACK INDICATOR 15. FIRE PROTECTION SPRINKLER CHANGES. Structural Engineer FWH FREEZELESS WALL HYDRANT /W\ A. SPRINKLER PIPING AND HEADS SHALL BE REWORKED IN ROOMS 500, 505 & 800 DUE TO ARCHITECTURAL CHANGES 12750 Merit Drive G GAS - LOW PRESSURE SW SOFTENED WATER PIPING WATER RISER INDICATOR TO THE CEILINGS. Suite 750 GRU GREASE RECOVERY UNIT B. ALL CORRIDORS SHALL RECEIVE NEW DROP-IN AND SOLID CEILINGS BUT ONLY MINOR CHANGES SHALL BE REQUIRED Dallas, Texas 75251 GCO GRADE CLEANOUT F FIRE PIPING /G\ GAS PIPE RISER INDICATOR TO ACCOMMODATE CHANGES. GPRV GAS PRESSURE REGULATING VALVE WATER HAMMER ARRESTOR SHOCK ABSORBER W PDI RATING Tompson Company GW GREASE WASTE SP SPRINKLER WATER UNE C ) C / ) HB HOSE BIBB MEP Engineer HD HUB DRAIN DIRECTION OF FLOW 50 Technology Parkway, South PLUMBING FIXTURE CONNECTION SCHEDULE Norcross, GA 30092 HW HOT WATER HWR HOT WATER RETURN -PD - PUMP DISCHARGE UNE MIN. CONNECTION SIZE HWRP HOT WATER RETURN PUMP OC DRAIN WITH TRAP 'P' N0. DESCRIPTION REMARKS HZ HIGH ZONE WASTE VENT CW HW IE INVERT ELEVATION P1 WATER CLOSET 4" 2" X" -- WALL MOUNT, FLUSH TANK IW INDIRECT WASTE C RISER DOWN {ELBOW) �'�'�•�., P1 H WATER CLOSET - ADA 4" 2" Xi" -- WALL MOUNT, FLUSH TANK LAV LAVATORY I LSD LANDSCAPE DRAIN RISER UP (ELBOW) i LZ LOW ZONE P2 LAVATORY 2 2 COUNTERTOP 10;s .. BRANCH CONNECTION - BOTTOM MAX MAXIMUM V P2AH LAVATORY - ADA 2" 2" COUNTERTOP MV MIXING VALVE 0/H OVERHEAD � BRANCH CONNEC110N - TOP P3 SHOWER 2" 2" PRESSURE BALANCED PD PUMP DISCHARGE P3A SHOWER - ADA 2" 2" " " PRESSURE REDUCED W/ HAND HELD SHOWER PPD PLANTER POT DRAIN -� I UNION PRV PRESSURE REDUCING VALVE RD ROOF DRAIN REDUCER REF REFERENCE RPBP REDUCED PRESSURE BACKFLOW PREVENTOR • FLOOR CLEANOUT S SANITARY SA SHOCK ABSORBER STRAINER SD SLOT DRAIN SHO SHOWER PIPE ANCHOR SP SPRINKLER ST STORM PUMP SCHEDULE T&P TEMPERATURE AND PRESSURE TYPE OF HEAD MIN. ELECTRIC I Issue Date&Issue Description By Check T STORAGE TANK E NOP• LOCATION SERVICE PUMP GPM HP PSI RPM %EFF SERVICE REMARKS TEMP TEMPERATURE V/0 1 08.02.06 JJH BJB TP TRAP PRIMER BP-1 BOOSTER PUMP DOMESTIC END SUCTION 126 143 3500 10 ISSUED FOR COORDINATION Tsw VALVE TAMPER SWITCH PLUMBING SPECIFICATIONS (PHASE 1 ) BP-2 BOOSTER PUMP DOMESTIC END SUCTION 126 143 3500 10 TYP TYPICAL 10 12.08.06 JJH BJB BP-3 BOOSTER PUMP DOMESTIC END SUCTION 126 143 3500 10 UG UNDERGROUND 1.00 DOMESTIC HOT AND COLD WATER PIPING ISSUE FOR GMP UNO UNLESS NOTED OTHERWISE A. CPVC, ALL PIPE SIZES. 11 12.22.06 JJH BJB 1. PIPE: CHLORINATED POLYVINYL CHLORIDE (CPVC) TYPE IV, GRADE 1, UR URINAL IN ACCORDANCE WITH ASTM D-1785. ISSUE FOR PERMIT REVISION V VENT 2. WALL THICKNESS: SCHEDULE 80. VTR VENT THROUGH ROOF W WASTE 3. FITTINGS: SCHEDULE 80, SOCKET TYPE FITTINGS IN ACCORDANCE WITH ASTM F-439. WC WATER CLOSET 4. FITTINGS: SCHEDULE 80, THREADED TYPE FITTINGS IN ACCORDANCE ASTM F-437. WCO WALL CLEANOUT 5. SOLVENT CEMENT: PRIMER AND CPVC SOLVENT CEMENT COMPLYING WITH ASTM D-2564. WH WALL HYDRANT 1.01 A. WATER CLOSET. CRANE FLORMONT ELITE MODEL 3921 BACK-OUTLET TANK TYPE. HANDICAPPED UNITS PROVIDE AMERICAN STANDARD YORKVILLE ELONGATED PRESSURE ASSISTED TANK TYPE, BACK-OUTLET WATER CLOSET. MODEL 2325.101 B. AS AN ALTERNATE PROVIDE A PRICE FOR REFURBISHING EXISTING WATER CLOSET BY CLEANING AND REPLACING TRIM AND THE TANK FLUSHING HARDWARE. 1.02 A. TUB. EXISTING TUBS SHALL BE REFURBISHED AND PROVIDED WITH NEW TRIM AND SHOWER VALVE MOEN MODEL T2133BN, EVA COLLECTION, BRUSHED NICKEL. B. TUB FOR THE EXISTING ROLL-IN TOILETS BEING CHANGED TO STANDARD TUBS SHALL BE AMERICAN STANDARD 2391.202 WITH TRIM SAME AS ABOVE FOR EXISTING TUBS. (REFER TO ARCHITECTS FLOOR PLANS). 1.03 LEVEL 2 IS SHOWN AS A TYPICAL FLOOR PLAN LAYOUT, HOWEVER, THERE ARE VARIATIONS TO THE PLUMBING FIXTURE DESIGNATIONS ON OTHER FLOORS. COORDINATE ALL FIXTURE LOCATIONJS AND FIXTURE TRIM WITH INTERIORS PLANS AND FIXTURE SCHEDULES. 1.04 SANITARY WASTE AND VENT CAST IRON PIPING TO REMAIN. NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET MOTES Seal/Signature LProject Name Sea Turtle Resort Remington Hotel Corporation IProject Number 02.5635.000 CAD File Name P00.01 Description LEGEND, ABBREVIATIONS, GENERAL NOTES & SPECIFICATIONS PLUMBING / FIRE PROTECTION IScale Po-onol 02005 Gensler 12/20/2006 6:04:38 PM T:\2005\25047\Cad\P1mb\Phase I\25047-P00-01.prf soneal - . - --- - __ AX - AY AZ A B C D E F - G H i K - L ��_ . KEY NOTES - - e esort . I 0 - 2.-7 - - ----------- ote enovation , ,5, ,7-747-7"�,Y.,7�,.x-7r.=,--7K:v�X77-XXX 7 1 .. I b I . I �� >..d 1 1 � � - - � . - I . I 1. I I�. - - I � � � I . I I . * - - . . I POOL Ashford Hospitality Trust . - I I __ - ___--------___________ MAINTENANCE EQUIP. I I . YARD 1 14185 Dallas Parkway - ____J I . 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";.^<«,;.",e�,,�e•e:,n..>_�2ji5�,,Rq2�4«rae...". ..t.,,�,:a�`:v•Fs,W�,,.� n3.✓. ,,,"v..4av.'.;t.7.t;g",p.'%£.<r<,fL,.✓ ✓'. ., . ,5. GUESTROOM P �� z�KI.,N•:.z,«G : . z s ,✓.., .., "¥xa< x��Y:=��fi#:,,.�.,#*x+�..•e} . . . .,•�. I I T ho r n to n To m a s etl , Structural Engineer . w 7— Suite 750&5. ,r3-5-11 rr 127 0Drive. x�.N DallasTexas 75 5 ` Thompson Company PA "K x: zzE ; ,vt, z✓: Engineer 50 Technology Parkway, S outh Norcross, GA 3009 NOTE: SEE INTERIORS DRAWNGS FOR FIXTURE DESIGNATIONS AND FIXTURE SCHEDULES (TYPICAL ALL FLOORS) le %p SCALE: 1 /8"=V-0” ri'N\ PLUMBING PLAN LEVEL 2 0 1 ' 4' 8' 16 Po ” I'o”1/8Issue Date&Issue Description By Check 1 08.02.06 JJH BJB ISSUED FOR COORDINATION 10 12.08.06 JJH BJB ISSUE FOR GMP 11 12.22.06 JJH BJB ISSUE FOR PERMIT REVISION NOTE: REFER TO PROJECT MANUAL FOR GENERAL NOTES, KEY NOTES, AND SPECIFICATION ON THIS PROJECT. SHEET NOTES Seal/Signature IProject Name Sea Turtle Resort Remington Hotel Corporation Project Number 02.5635.000 CAD File Name 25047—PO2-02 Description ful� 1 PLUMBING/FP PLAN LEVEL 2 Scale, i ©2405 Gensler 12/20/2006 6:03:48 PM T:\2005\25047\Cad\Plmb\Phase I\25047-PO2-02.prf soneal 4 KEY MOTES Sea Turtle Resort 0 Renovation WHA B -�—WHA B Hotel Ashford Hospitality Trust EIGHT FLOOR EIGHT FLOOR 14185 Dallas Parkway �» Suite 1100 Dallas, TX 75254 CONNECT ALL HW BALANCING RISERS TO HWR VALVE ABOVE 7TH FLOOR 1" HWR ABOVE AY � 7TH FLOOR CLG. SEVENTH FLOOR SEVENTH FLOOR 3y4" 1» ——— CH & WH & CW SIXTH FLOOR SIXTH FLOOR ... 1" 1Y4" - TUB ' I TUB 700 Milam Street I r» 1 . Suite -y4 .. 4 Houston 0 TX 77002 FIFTH FLOOR FIFTH FLOORl ��.,WC 'WC �'�'� 9�� ; I W �` Telephone 713.228.8050 IN ensler Facsimile 713.229.9343 1" 1y4" � f LAV f LAV FOURTH FLOOR FOURTH FLOOR L.---.....:. ... r ho — 1Y4 1Y4h THIRD FLOOR I I THIRD FLOOR . 1Y4" Or SECOND FLOOR SECOND FLOOR Remington Hotels, LP Project Manager 14185 Dallas Parkway Suite 1150 4 TYPICAL RISER DIAGRAM , WATER TYPICAL PART PLAN • WATER Dallas, Texas 75254 PO2-Os PO2-Os N.T.S. N.T.S. Thornton Tomaseti Structural Engineer 12750 Merit Drive /W\ Suite 750 � Dallas, Texas 75251 SHO Thompson Company SHO MEP Engineer 50 Technology Parkway, South TUB Norcross, GA 30092 CONTROLS PUMP I SUCTION I I TUB PUMP PUMP DISCHARGE dq DISCHARGE X PUMP » SUCTI ON + + —� LAV WC PUMP PUMP / PUMP 60" TO 84" N4 WC 4 / F » / FRONT ELEVATION SIDE ELEVATION LAV 5 DOMESTIC WATER BOOSTER PUMP 2 TYPICAL RISER DIAGRAM - WATER Po2•os Poe-os N.T.S. N.T.S. �L Issue Date&Issue Description By Check 1 08.02.06 JJH BJB ISSUED FOR COORDINATION 10 12.08.06 JJH BJB ISSUE FOR GMP TURN LEAD DOWN INTO STACK 2" MIN. 11 12.22.06 JJH BJB SHEET LEAD FLASHING MIN. 12" MIN. 12" ISSUE FOR PERMIT REVISION MOP IN WITH ROOFING I ROOFING MATERIAL ROOF CONSTRUCTION REFER TO ARCHITECTURAL l DRAWING INCREASE SLEEVE ROOF WHEN CONSTRUCTION REQUIRED AS REQUIRED VENT STACK LEAD FLASHING VENT STACK EXTENSION SHEET LEAD FLASHING CAULK CLAMPED INTO WATERTIGHT WITH FLASHING SLEEVE LEAD AND OAKUM MIN. 12" MIN. 12" ROOFING NOTE: REFER TO PROJECT MANUAL ROOF CONSTRUCTION FOR GENERAL NOTES, KEY NOTES, REFER TO ARCHITECTURAL AND SPECIFICATION ON THIS PROJECT. DRAWING FILLING ABOVE SLEEVE OPTIONAL SHEET NOTES AND MOP IN ROOFING IN A CLAMPING Seal/Signature WATERTIGHT MANNER COLLAR MANUFACTURED STACK VENT STACK FLASHING SLEEVE ANCHORED IN PLACE FLASHING SLEEVE » , K"N%� DETAIL VENT THROUGH ROOF (VTR) Project Name P02Sea Turtle Resort .Os N.T.S. Remington Hotel Corporation IProject Number 02.5635.000 CAD File Name 25047—PO2-00 Description PLUMBING — TYPICAL TOILET PLAN, RISER DIAGRAMS & DETAILS IScale 1 12/20/2006 6:03:32 PM T:\2005\25047\Cad\P1mb\Phase I\25047-PO2-06.prf soneal @2005 Gensler i KEY NOTES ea urt e esort 0ote e Ashford Trust 14185 Dallas Parkway Suite 1100 H K AX AY Az A B D Dallas, TX 75254 _.,,,_.� .•p j.....'.. ,I � 7 1 1� r t •--! t i {.. --�-- 't3 _...s.t..» _..,.,s.t,.., e$ ----^':.-• 'tom----"-- $ ; I i i i '`.;<.t`5.. I � ..'"%" t ij it i 3 f (13 i? �h��ii 3 i} i � i Er :• jj• i ii � iii � � ii i� t 3 i i {{ E #It 1 �`\.,, { 3 /""ice i t i€ 7#t 's , ( 00 Mil Street n- i 2 3• `i i$ 3 ;3 t t, ii f ( , E , Suite 400 J {� i. I r �( �� 3 ;� :3 :2 i; is ��i ii �i i $� i 1 � �'� ' •-% ,:4. 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EX. 4 VTR EX. 4 VTR f a;OK;_; CONTINUATION BY HVA i I ,..............t•-+_ ............ .»...... f Iii >..a f EXISTING 1 , �{ --�-•- `� #� ` ' . �-< I » _. i i; Remington Hotels, LP ' 3 4 VTR i { i FP PROVIDES EX. 4" VTR i 3 NEW SPRINKLERS _.....--- w ' ° Project Manager i EX. 4" VTR EX. 4" VTR 4 EX. 4" VTR FOR THIS ROOM 141.85 Dallas Parkway Suite 1.154 " ` ABOVE CLG. £; ' ' -3- ' Dallas Texas 75254 EX. 4 VTR I .� BELOW - I i EX. 4 VTR £ . I 1fy '...,..'.o-�«.,:tar , y --- EX. 3 RD _.._. " f i pf � F Thornton Tomaseti # s iji 7 � # ; # � i .✓•<Ft`sraYtf';:eXa2'Xf,KcldirSbRa.acx±u.^ '1j•.• r £ � f 2 z"'"`^` •i NEW 4" VTR EX. 3" RD Structural Engineer { # # .; 1.2750 Merit Drive y w _ __. __ _ __ _. _..___w ___ ---------------------- --- _ a _. _ .___ £ " i r • ._ ry ._ __ _-____ 0 EX. 4 VTR # f. .mow_ ,,. ,. .....,.,�....._..,,{.,..._.,,�.,....,...,-„»£.-••.._,. -'r-.p,-..,...,,..,......nf._.,.,.-._,.,..»...,...,;,-.....M.,__,..._._ ,...,.. ,,....».,:.....,<..,,,,,...,.._......;.,..................,„.. >.„..,,,_,_...._.,..,,.�...._.�,....�,..,___•.w.._,,,._. ,.tet---^-�---„.,....-.{ , -"••-•-^---'--^:b-,.. Suite 750 f EX. 4 VTR1 # Dallas, x �� 1 Teas7 5 3 {I I ii t I I= i f #f f s 3' £ i €+ ,t r„ i t { 3' +� f } £ i # i f ii ii £ i q ` It $ ! # t , ,,,,,,.,,,,,.q. 4•- r. ...,,.,.» .,..._.«.,,,..,...,«.,,.,,,,.,<«;. ,,.,.,.,,..,....,,. s• 3 .,t f. r, ,fr,,.... t ^�i^^....•^<..' ...,.�'„„ .t,,.,......, ..,y.,.- ,...,...,....,,pq^,^.".^" P;s".y..«,......_..,....,..., 2'. g i , i t ## i i it t i f t f 77 f ......,....n.»gin....,, #: S �1 3 } r 5 £ , •i ; t. Thompson Company f $ 3 „ ;t §7 , { i ;:.s. # ,fir ,: .,,,.,.....«.....«„ ....... ,. ..»....... , „., ...... -,:,fi ., , ......,a .....« «... ..., ,.<-......<..,... .,...,..:. ..,,.. ., , e..... d «.w,..:..._..k-.. ...._. ..b... �§�-.•-•-^ s w .r MEP Enoineer # { 7 f S 2 I t xt 3, i `s f` f7 7 s 7 g : s , S i S i ....w. [ „ :i: . t t t: ,,,: :: . : :.: :,.. a :, ; ... „• ,r. 1 {` g t t ,t 4. T #2 ; S { :2 1 P k��aSouth U # ,� Techn o ar { ,. i i £ a i i „ f / s ,. # v St. Y. I y ,•l.-..--_ , ,k.: ^w ..d ., -'"mom. <. t-t-, :r (} , ,, 5, : < , , ” f IS _ Norcross, G 3009 RELOCATE 4 VTR I 3I i t, tit OUTSIDE OF NEW 'ENCLOSURE 54 't i � `t I r• t. i ( s ww # .<.,,..<.,,M.:, y„_......,.,,. ,._.,. ....,.,,<,.M., M.,...,. ....i-. .,...,,,..,.. d ' _.,,,,,,,,,,,,,,.... 3 tl Li zr # £ 7 PLUMBING SPECIFICATIONS i 1 t # � KEY NOTES SECTION 15145 COORDINATE EXISTING ROOF DRAINS AND VENTS THRU ROOF WITH PRESSURE BOOSTER SYSTEM — CENTRIFUGAL — TRIPLEX j O NEW MANSARD CURBS, RELOCATE ROOF DRAINS AND PIPING AS REQUIRED PART 1 — GENERAL AT ROOF LEVEL AND LEVEL BELOW. i RELATED DOCUMENTS: ALL WORK SPECIFIED IN THIS SECTION IS SUBJECT TO THE PROVISIONS OF SECTION 15010, "MECHANICAL GENERAL." DESCRIPTION OF WORK: _._ ., EXTENT OF DOMESTIC PRESSURE BOOSTER SYSTEM REQUIRED BY THIS SECTION IS INDICATED s ON DRAWINGS AND SCHEDULES, AND BY REQUIREMENTS OF THIS SPECIFICATION SECTION. TYPES OF PUMP SYSTEMS SPECIFIED IN THIS SECTION INCLUDE THE FOLLOWING: DOMESTIC WATER PRESSURE BOOSTER SYSTEM. PROVIDE THE FOLLOWING ELECTRICAL WORK AS WORK i OF THIS SECTION, COMPLYING WITH REQUIREMENTS OF DIVISION 16 SECTIONS: CONTROL WIRING ` BETWEEN FIELD INSTALLED CONTROLS, INDICATING DEVICES, AND PUMP CONTROL PANELS. QUALITY ASSURANCE: FIRMS REGULARLY ENGAGED IN MANUFACTURE OF DOMESTIC PRESSURE BOOSTER SYSTEMS WITH CHARACTERISTICS, SIZES, AND CAPACITIES REQUIRED, WHOSE i S i 3 PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN FIVE (5) YEARS. UL AND NEMA COMPLIANCES — PROVIDE ELECTRIC MOTORS, CONTROL PANELS, ' AND ELECTRICAL COMPONENTS REQUIRED AS PART OF BOOSTER PUMP EQUIPMENT, WHICH S HAVE BEEN LISTED AND LABELED BY UNDERWRITERS LABORATORIES AND COMPLY WITH NEMA STANDARDS. NEC COMPLIANCE — COMPLY WITH NATIONAL ELECTRICAL CODE (ANSI/NFPA 70) AS t APPLICABLE TO INSTALLATION AND ELECTRICAL CONNECTIONS OF ANCILLARY ELECTRICAL COMPONENTS OF PLUMBING EQUIPMENT. HI COMPLIANCE — DESIGN, MANUFACTURE, AND INSTALL i PUMPS IN ACCORDANCE WITH Hi, "HYDRAULIC INSTITUTE STANDARDS.” UL COMPLIANCE — DESIGN, MANUFACTURE AND INSTALL PUMPS IN ACCORDANCE WITH UL 7789 "MOTOR OPERATED t Issue Date&Issue Description By Check WATER PUMPS." CERTIFICATION, PUMP PERFORMANCE — PROVIDE PUMPS WHOSE PERFORMANCES, 1 �4.?8. KBB GL UNDER SPECIFIED OPERATING CONDITIONS, ARE CERTIFIED BY MANUFACTURER. i SCHEMA.TIC PRIC'NG PACKAGE PART 2 — PRODUCTS WATER PRESSURE BOOSTER SYSTEM: PROVIDE COMPLETELY FACTORY t 11 12.22.00 ,1JH BL1B FABRICATED AND FACTORY TESTED TRIPLEX DOMESTIC WATER PRESSURE BOOSTER SYSTEM CONSISTING OF CENTRIFUGAL PUMPS, POWER AND CONTROL PANELS, INSTRUMENTATION, AND SSUE FOR PERPti��T RE JISION OPERATING CONTROLS. PROVIDE TYPE, SIZE AND CAPACITY AS INDICATED, AND SCHEDULED ON DRAWINGS. fi i PUMPS: PUMPS SHALL BE SINGLE STAGE VARIABLE SPEED, HORIZONTAL END SUCTION CENTRIFUGAL PUMP; CAST t IRON CONSTRUCTION BRONZE FITTED WITH BRONZE IMPELLER AND BRONZE CASE RINGS; CLOSE COUPLED BACK PULL OUT DESIGN WITH MECHANICAL SEAL AND STAINLESS STEEL SHAFT. PUMPS SHALL BE FACTORY TESTED AND PUMPS OF THE SAME TYPE SHALL BE OF SAME MANUFACTURER. MOTORS: PUMP MOTORS SHALL 3 BE OPEN DRIP PROOF OR TOTALLY ENCLOSED FAN COOLED. EACH MOTOR SHALL MEET NEMA STANDARDS q AND OPERATE WITHIN THE NAMEPLATE HORSEPOWER AT ANY POINT ON THE PUMP CAPACITY HEAD CURVE. REFER TO PUMP SCHEDULE FOR ELECTRICAL CHARACTERISTICS. SYSTEM CONTROL VALVES: CONSTANT SYSTEM PRESSURE SHALL BE MAINTAINED BY PILOT OPERATED DIAPHRAGM TYPE COMBINATION PRESSURE REGULATING AND NON—SLAM CHECK VALVE ON EACH PUMP DISCHARGE. VALVES SHALL BE OF CAST IRON 3 3 EPDXY COATED CONSTRUCTION WITH BRONZE TRIM. VALVES SHALL BE 3” SIZE. CONTROL PANEL: i PROVIDE U.L. LISTED, NEMA 1, LOCKABLE CONTROL PANEL, EXTERNALLY OPERABLE THROUGH THE DOOR, WITH DOOR INTERLOCK AND WITH HINGED DOOR CONTAINING THE FOLLOWING: FOR EACH PUMP FUSED DISCONNECT SWITCH. MOTOR CIRCUIT. MAGNETIC STARTER WITH 3—LEG OVERLOAD PROTECTION. PUMP RUNNING LIGHT, HAND—OFF—AUTOMATIC SELECTOR SWITCH. PUMP DISCHARGE PRESSURE SWITCH. MINIMUM RUN TIMER FOR SYSTEM 115 VOLT CONTROL TRANSFORMER CONTROL POWER SWITCH. INDICATING LIGHTS FOR ALL FUNCTIONS. RELAYS FOR REMOTE ALARMS. COMMON AUDIO AND VISUAL ALARM SYSTEM, WITH MANUAL RESET AND PUSH BUTTON SILENCE SWITCH. PUMP CUT OFF PRESSURE SWITCHES FOR HIGH SYSTEM PRESSURE AND HIGH AND LOW SUCTION PRESSURE, WITH ADJUSTABLE TIME DELAYS AND AUTOMATIC RESET. MANUAL PUMP ALTERNATION SWITCH. AUXILIARY CONTACTS FOR REMOTE ALARM. EXTERNAL RESET BUTTONS. CONTINUATION ON SHEET P02.09 SYSTEM ACCESSORIES: FOR EACH PUMP PROVIDE A TEMPERATURE PROBE AND AN ELECTRIC PURGE VALVE IMMEDIATELY UPSTREAM OF EACH PRESSURE REGULATOR. PURGE VALVE SHALL BE CAPABLE OF OPERATING UNDER MAXIMUM PRESSURE. PROVIDE VIBRATION ISOLATORS FOR EACH PUMP. SUCTION AND DISCHARGE MANIFOLDS SHALL BE 6" SIZE, TYPE "L" HARD COPPER (SCHEDULE 40 GALVANIZED STEEL PIPE). ISOLATION VALVES, GATE VALVES OR BUTTERFLY VALVES, ON THE SUCTION AND DISCHARGE OF EACH PUMP. COMMON STRUCTURAL STEEL BASE AND STAND. PRESSURE GAUGES: PROVIDE PRESSURE GAUGES AT EACH INDIVIDUAL PUMP DISCHARGE AND ON THE SUCTION AND DISCHARGE PIPING MANIFOLDS. GAUGES SHALL BE 4%" DIAL ASA, GRADE A. SCALE RANGE SHALL BE SUITABLE FOR SYSTEM PRESSURES. PROVIDE GAUGE COCK WITH NOTE: REFER TO PROJECT MANUAL EACH GAUGE. PRESSURE SWITCHES: PROVIDE THE FOLLOWING PRESSURE SWITCHES FOR GENERAL NOTES KEY NOTES WITH ADJUSTABLE TIME DELAYS AND AUTOMATIC OR MANUAL RESETS AS NOTED: LOW SUCTION PRESSURE — SET AT 15 PSI WITH AND AUTOMATIC RESET. HIGH SUCTION PRESSURE — SET AS REQUIRED BY NORMAL SYSTEM AND SPECIFICATION ON THIS PROJECT. OPERATING PRESSURES WITH AUTOMATIC RESET. LOW SYSTEM PRESSURE — SET AS REQUIRED BY SITE CONDITIONS TO OPERATE ALARM, WITH MANUAL RESET. HIGH SYSTEM PRESSURE — SET AT 100 PSI WITH MANUAL RESET. SHEET NOTES FLOW SWITCHES: Seal/Signature FLOW SWITCHES SHALL BE PROVIDED AS REQUIRED FOR PUMP OPERATION AND SHALL BE ADJUSTABLE, FACTORY SET, DIRECT SENSING, STAINLESS STEEL VANE OR PADDLE TYPE. PROVIDE FLEXIBLE CONNECTIONS AT SUCTION AND DISCHARGE CONNECTIONS. ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF OPERATING UNDER MAXIMUM PUMP SHUTOFF DISCHARGE PRESSURE WHEN OPERATING AT THE MAXIMUM SUCTION PRESSURE. PROVIDE CERTIFICATION OF A FACTORY ELECTRICAL AND HYDRAULIC TEST ON ASSEMBLED UNIT PRIOR TO SHIPMENT. RAT AT SCHEDULED PROVIDE SYSTEM OPERATING FLOW LEST FROM 0 TO 1009 DESIGN FLOWE SUCTION AND DISCHARGE PRESSURE CONDITIONS. UPON COMPLETION OF FACTORY TESTING -' THE COMPLETE PUMPING SYSTEM SHALL BE PRIMED AND PAINTED WITH (2) COATS OF MACHINE ENAMEL. SPARE PARTS: THE FOLLOWING SPARE PARTS SHALL BE FURNISHED AS PART OF THE PRESSURE BOOSTER SYSTEM: ONE COMPLETE MECHANICAL SEAL AND SLEEVE. ONE SEAL REPAIR KIT. ONE PRV REPAIR KIT FOR EACH SIZE VALVE. ONE PRESSURE SWITCH. ONE TEMPERATURE PROBE. ONE PURGE VALVE. ONE PRESSURE GAUGE. FOUR LIGHT BULBS. SUBJECT TO COMPLIANCE WITH Project Name REQUIREMENTS, PROVIDE WATER PRESSURE BOOSTER SYSTEMS OF ONE OF THE FOLLOWING # MANUFACTURERS: AURORA PUMPSFLOPAK SYNCROFLO, INC. PACO PUMPS SYSTECON PUMPS Sea Tur+IQ TACO, INC. PART 3 — EXECUTION ADJUSTING AND CLEANING: CHECK ALIGNMENT AND REALIGN SHAFTS OF MOTORS AND PUMPS WITHIN RECOMMENDED TOLERANCES BY MANUFACTURER, AND IN PRESENCE OF MANUFACTURER'S SERVICE REPRESENTATIVE. LUBRICATE PUMPS BEFORE START—UP. START—UP IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CLEAN FACTORY FINISHED SURFACES. f REPAIR ANY MARRED OR SCRATCHED SURFACES WITH MANUFACTURER'S TOUCH UP PAINT. START—UP: { PROVIDE THE SERVICES OF A FACTORY ENGINEER, FOR A MINIMUM OF ONE DAY TO TRAIN OWNER'S PERSONNEL IN THE OPERATION AND MAINTENANCE OF THE PRESSURE BOOSTER SYSTEM AND TO ASSIST IN START—UP OF SYSTEM. SYSTEM SHALL BE OPERATED UNDER LOADS SIMILAR TO ANTICIPATED DEMANDS OF THE SYSTEM. ALL PRESSURE AND FLOW SWITCHES SHALL HAVE TIME DELAYS ADJUSTED TO SUIT ACTUAL FIELD CONDITIONS. OPERATING POINTS OF FLOW AND PRESSURE SWITCHES MUST BE ADJUSTED TO SUIT ACTUAL FIELD CONDITIONS. NOTIFY ENGINEER IN WRITING OF ANY DEVIATIONS FROM Scale PREVIOUSLY ESTABLISHED OPERATING POINTS. END OF SECTION SCALE: 1 /8"=1 '-0" PLUMBING PLAN - ROOF 0 1 ' 4' 8' 10' P02w09 P02.09 1/8 = 1'-0" N 0c2005 Gensler 12/20/2006 6:03:04 PM T:\2005\25047\Cad\P1mb\Phase I\25047-PO2-09.prf soneal SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Reminton9 Hotel Inc . 14185 Dallas Pkwy, ste 1150 Dallas, TX 75254 Project No . 01 2- 1 01 33-000 Dec 22 , 2 ISSUE FOR PERMIT REVISION LEI JAk D 4 LY PLANNING ARCHITECTURE ENGINEERING INTERIORS EST. 1915 ATLANTA AUSTIN DALLAS FORT WORTH HONG KONG HONOLULU HOUSTON LAS VEGAS LOS ANGELES MIAMI MINNEAPOLIS OMAHA PHOENIX SAN ANTONIO WACO WASHINGTON, DC GENERAL NOTES GENERAL SYMBOLS INDEX OF DRAWINGS SEA TURTLE RESORT �. 21111M D. MM DETAIL NUMBER ROOM NUMBER AND o o � 1 OCEAN BLVD. 1. REFER TO ARCHITECTURAL/ENGINEERING DRAWINGS FOR FIRE ALARM AND SPRINKLER SYSTEMS 1• REMOVE, CLEAN AND PAINT ANY REMAINING DIFFUSERS, GRILLES & DEVICES IN WALLS OR AN NEW DATA/ TELE (E O - w ECEILINGS THAT RECEIVE NEW FINISHES. PAINT SHALL MATCH NEW SURROUNDING FINISHES. SHEET ON WHICH STAIR NUMBER w o Z oo ATLANTIC BEACH, FL 32233 COORDINATION AND DESIGN AND INSTALLATION OF THESE SYSTEMS IN 2. WHERE WALLS AND CEILINGS ARE REQUIRED TO BE FIRE-RESISTANCE-RATED OR DETAIL IS DRAWN 0- � o �' CD w ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS, AND AUTHORITIES HAVING NONCOMBUSTIBLE CONSTRUCTION: o 0- JURISDICTION. JURISDICTION. A. INTERIOR FINISH MATERIAL SHALL BE APPLIED DIRECTLY AGAINST SUCH CONSTRUCTION. E EXIST. PHONE DOOR NUMBER o o ` o ` o CD 2. HATCHED OR SHADED AREAS INDICATE AREAS NOT IN CONTRACT (NIC). B. OR, FURRING STRIPS NOT EXCEEDING 1 3/4" SHALL BE APPLIED DIRECTLY AGAINST SUCH z 00 Li N 3. THE TERM "PROVIDE" MEANS TO FURNISH, TRANSPORT, RECEIVE, INSTALL, CONNECT, START CONSTRUCTION. SECTION � v = o � o w N C. AND, THE INTERVENING SPACE BETWEEN SUCH FURRING STRIPS SHALL BE FILLED WITH OR REFERENCE (n E E ` N con N Remin ton Hotels Inc. UP, AND WARRANTY. INORGANIC CLASS A MATERIAL OR SHALL BE FIREBLOCKED AT 8' IN ANY DIRECTION. GENERAL 0- � Re n as nSte 1 1X50 4. ITEMS INDICATED THUS "NIC" ARE NOT IN CONTRACT. D. WHERE WALLS ARE SET OUT AND CEILINGS ARE DROPPED DISTANCES GREATER THAN 1 3/4", -N NEW PHONE GENERAL NOTE Dallas, TX 75254 Pkwy, 5. ITEMS INDICATED THUS "OFCI" ARE OWNER FURNISHED CONTRACTOR INSTALLED. ITEMS CLASS A FINISH MATERIALS SHALL BE USED EXCEPT WHERE FINISH MATERIALS ARE I D 1 .1 GENERAL PROJECT IA O 0 0 0 INDICATED THUS "CFCI" ARE GENERAL CONTRACTOR FURNISHED AND INSTALLED. PROTECTED ON BOTH SIDES BY AN AUTOMATIC SPRINKLE SYSTEM. C DOOR OR WINDOW E. OR, FINISH MATERIAL SHALL BE ATTACHED TO NONCOMBUSTIBLE BACKING OR FURRING - --- - 6. OWNER'S REP SHALL BE DEFINED AS OWNER'S DESIGNATED REPRESENTATIVE. STRIPS ACCORDING TO 1.4.A, 1.4.13, AND 1.4.C. ME EXIST. CABLE FRAME SECTION 0 EQUIPMENT NUMBER ID 1 .2 NOT USED P 7. IN NOTES RELATED TO CONSTRUCTION ADMINISTRATION SERVICES, DESIGNER ARCH N I ITE ECTURE SHALL BE DEFINED AS OWNER'S DESIGNATED REPRESENTATIVE (OWNER'S REP). I D 1 .3 NOT USED E N G I N E E R I N G FUNITURLFWURES, EMN%DffA DALY INTERIORS 8. NOT USED. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH PURCHASING AGENT THE ELEVATION Q REVISION NUMBER 9. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL CURRENT APPLICABLE LOCAL DELIVERY OF OWNER FURNISHED ITEMS. 0 0 0 EST.1915 LED CODES, REGULATIONS, STANDARDS, ORDINANCES, AND AUTHORITIES HAVING JURISDICTION. 2. THE FOLLOWING ITEMS ARE OWNER FURNISHED AND CONTRACTOR INSTALLED: MN NEW CABLE (WHERE ONLY ONE ID1 .4 GUESTROOM SCHEDULES & FINISH LEGEND. • 10. PLANS AND FINISH SPECIFICATIONS HAVE BEEN PREPARED WITH INFORMATION PROVIDED BY A. CARPET, CARPET PAD, DECORATIVE SCONCES, CHANDELIERS, TELEVISIONS. TYPICAL VANITIES & IS REFERENCED) THE OWNER. THE DESIGNER CLAIMS NO RESPONSIBILITY FOR CORRECTNESS OF TYPICAL COFFEE BARS. COORDINATE W/ OWNER TO ASSURE OFCI AND CFCI ITEMS. 5307 E. Mockingbird Lane, Suite 400 VERTICAL ELEVATION Dallas, TX 75206 USA SUCH INFORMATION. � E EXIST. DUPLEX A �-- INDICATION Tel 214-526-1144 Fax 214-526-1411 11. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED, IN WRITING TO F. �� INTERIOR ELEVATION CORRIDOR PLANS THE OWNER'S REP. SUBSTITUTIONS WILL ONLY BE CONSIDERED IF IT BETTER SERVES THE 1. REMOVE EXISTING SIGNAGE IN PUBLIC AREAS (INCLUDES DOORS, WALLS, CEILING MOUNTED). n B (SOLID INDICATES FACILITY, IT HAS A MORE ADVANTAGEOUS DELIVERY DATE AND/OR A LESS PRICE (WITH CREDIT INSTALL NEW OWNER FURNISHED. COORDINATE WITH OWNER TO ASSURE THAT NEW C VIEWS REFERENCED) ($H WALL SCONCE ID2.1 FLOOR 2 - GUESTROOM CORRIDOR & FLOOR FINISH PLANS. O 0 0 9 TO THE OWNER) WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND SIGNAGE LOCATIONS ARE PER OWNER STANDARDS AND MEET ALL CODES. N NEW DUPLEX FUNCTION. ID2.2 FLOOR 3 - GUESTROOM CORRIDOR & FLOOR FINISH PLANS. O 0 0 is 12. UNDER NO CIRCUMSTANCES WILL THE DESIGNER, OR OWNER'S REP BE REQUIRED G. t AREA NO. MATCH LINE IS OR IS NOT OF EQUAL QUALITY ��- PLAN NOTE NUMBER O RECESSED DOWN LIGHT _ TO PROVE THAT A PRODUCT PROPOSED FORSUBSTITUTION Q Q SURFACE MOUNTED COLUMN LINE ID2.3 FLOOR 4 GUESTROOM CORRIDOR & FLOOR FINISH PLANS. 0 0 9 TO THE PRODUCT ORIGINALLY SPECIFIED. 1. NOTES ARE KEYED ON THE RELATED SHEET: CONSTRUCTION PLANS, FLOOR PLANS OR REFLECTED LIGHT FIXTURE 13. THE GENERAL CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES TO THE OWNER'S REP CEILING PLANS. I D2.4 FLOOR 5 - GUESTROOM C0RRID0R & FLOOR FINISH PLANS. O 0 0 FOR APPROVAL PRIOR TO PERFORMING ANY WORK RELATED TO SUCH FINISHES. 2. NOT ALL NOTES ARE KEYED ON PLAN. NOTES NOT KEYED ON PLAN APPLY THROUGHOUT THE EMERGENCY WALL 0 GUEST BATH VANITY 14. THE CONTRACTOR SHALL INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN AREA UNDER WHICH THEY ARE LISTED. AREA ITEM# TYPE PACK FIXTURE STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS AND INSTRUCTIONS. 3. KEY NOTES WITHOUT ARROWS APPLY THROUGHOUT THE AREA(S) THEY ARE LISTED UNDER. sll� I LIGHT STRIP I D2.5 FLOOR 6 - GUESTROOM CORRIDOR & FLOOR FINISH PLANS. O 0 0 0 15. ALL NEW WORK SHALL COMPLY WITH FLORIDA ACCESSIBILITY GUIDELINES. 4. REFER TO FINISH SCHEDULE, FINISH SPECIFICATIONS, ELEVATIONS, DETAILS, LOB-205-SG FF&E IDENTIFIER 16. ALL WORK SHALL COMPLY WITH FLORIDA ACCESSIBILITY STANDARDS, CONTRACTOR SHALL FURNITURE PLAN, FF&E SPECIFICATIONS. , FLOORS , WALLS , BASE I D2.6 FLOOR 7 - GUESTROOM C0RRID0R & FLOOR FINISH PLANS. O 0 0 0 5. THE FOLLOWING ARE THE DESIGNATED KEYS: DEMOLITION (DN), F W ) ( � MAINTAIN COPIES OF THE ACCESSIBILITY GUIDELINES AND NOTIFY OWNERS REP SHOULD ( ) ( DB-S NEW DOORBELL STROBE (B), CEILING (C), LIGHTING (L), DOORS (D), MILLWORK (M), RESTROOM TOILETEXISTING PARTITION O • • • CONFLICTS BETWEEN THE DRAWINGS AND GUIDELINES OCCUR PRIOR TO PURCHASE, PARTITIONS/VANITIES/ACCESSORIES (R), WINDOWS (WW), MECHANICAL (ME), ELECTRICAL (E), ST-01 WD-01 FLOORING TRANSITION c� TO BE DEMOLISHED ID2.7 FLOOR 8 - GUESTROOM CORRIDOR & FLOOR FINISH PLANS. FABRICATION, AND INSTALLATION. PLUMBING (P), FURNITURE (FF&E), OPERABLE PARTITIONS (OP), GRAPHICS (G), ASBESTOS 17. EXISTING SURFACES DISTURBED BY DEMOLITION OR NEW CONSTRUCTION SHALL BE PATCHED ABATEMENT (AB), ADA (A). I D2.8 FLOOR 2-8 ENLARGED CORRIDOR P LAN S. 0 0 0 0 Prima Consultant Line1 AND FINISHED TO MATCH ADJACENT SURFACES. EXTEND NEW FINISHES CORNER TO CORNER. EXISTING FIRE STROBE Primary 18. ALL ITEMS ARE ASSUMED TO BE CONTRACTOR PROVIDED AND INSTALLED UNLESS NOTED EXISTING PARTITION (This is inserted on Defpoints) OTHERWISE (U.N.O.) NEW FURNITURE TO REMAIN Project Address 19. IF DURING THE COURSE OF THE WORK, ANY SUSPECTED HAZARDOUS MATERIAL INCLUDING, Project City, State Zip BUT NOT LIMITED TO, ASBESTOS, LEAD PAINT, PCB'S, AND ETC. IS ENCOUNTERED, THE ® EXISTING VISUAL SMOKE --- - - CONTRACTOR SHALL CEASE WORK IMMEDIATELY IN THE AREA WHERE THE MATERIAL IS NEW PARTITION DETECTOR ENCOUNTERED, AND NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING. THE CONTRACTOR --- --- EXISTING TO BE GUESTROOM PLANS SHALL NOT RESUMEWORK IN THE AFFECTED AREA UNTIL THE HAZARDOUS MATERIAL HAS BEEN DEMOLISHED(DASHED) ® NEW DOORBELL DISABLE ABATED IN ACCORDANCE WITH GOVERNING LEGAL REGULATIONS. I D3.1 KING GUESTROOM - K-1 & K-2 O 0 9 9 20. THE USE OF ANY MATERIALS CONTAINING ASBESTOS IN NEW WORK IS PROHIBITED. RECESSED WALL WASHER SWITCH -- VA ITEMS AND EXCESS STOCK SHALL BE RETURNED TO THE OWNER. Q - - 21. SALVAGEABLE 1 AREA ID3.2 KING GUESTROOM K 3. 0 0 0 0 N GUESTROOM PLAN NOTE NUMBER FDR-1 NEW DOORBELL PUSH B. RELD Y BICATION PACK LIGHT FIXTURE BUTTON ID3.3 KING GUESTROOM - K-4 & K-5. 0 0 0 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY OWNER'S REP OF CONFLICTING O - CONDITIONS PRIOR TO COMMENCEMENT OF WORK. M4 CORRIDOR PLAN NOTE ID3.4 DOUBLE/DOUBLE GUESTROOM - D/D-1 & D/D-2. O 0 0 11102. CONTRACTOR SHALL INSPECT ALL ARCHITECTURAL DETAILING IN THE EXISTING SPACE. THE - - - EXTEND OF WALL TILE DESIGN INTENT IS THAT THE DETAILING AND MATERIALS OF ALL NEW COMPONENTS OF THE E EXISTING BUILDING SHALL MATCH EXISTING AND SHALL BE CONSTRUCTED ACCORDINGLY (UNLESS NOTED I D3.5 DOUBLE/DOUBLE GUESTROOM - D/D-3. O OR DETAILED OTHERWISE). ADDITIONAL DETAILS MAY BE REQUIRED. IN SUCH CASE, CP-01 FINISH IDENTIFIER BOX 0 10 CONTRACTOR SHALL SUBMIT PROPOSED DETAIL TO THE OWNER'S REP FOR APPROVAL. I D3.6 SUITE GUESTROOM - S-1 . O 3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING MILLWORK, WOOD R RELOCATED SPECIES, AND OTHER DETAILS THAT ARE SPECIFIED AS "MATCH EXISTING" TO ENSURE THAT I D3.7 SUITE GUESTROOM - S-2. O NEW COMPONENTS MATCH EXISTING WHEN SPECIFIED. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL CEILINGS AND PLENUM FLOOR PATTERN N NEW I D3.8 KING ADA GUESTROOM - KADA-1 & KADA-2. Q 0 0 SPACE TO ENSURE THAT RECESSED CEILING LIGHTING, PROJECTION SCREENS AND NEW DUCTWORK OR DEVICES HAVE REQUIRED CLEARANCES PRIOR TO PLACING ORDERS I D3.9 KING ADA GUESTROOM - KADA-3 & KADA-4. Q 0 0 0 5. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING CEILING DEVICES (SUCH AS GCFI CONTRACTOR FURNISHED & SPRINKLERS, DIFFUSERS, LIGHTS OR MECHANICAL DUCTWORK) THAT WILL INTERFERE WITH THE CONTRACTOR INSTALLED INSTALLATION OF NEW LIGHTING AND RELOCATE AS REQUIRED HEARING IMPAIRED OFCI OWNER FURNISHED & ELEVATIONS & DETAILS C. Rpm CONTRACTOR INSTALLED 1. WHERE EXISTING CARPET OR HARD SURFACE FLOOR IS REMOVED, PATCH AND LEVEL SLAB I D4.1 ELEVATIONS-GUESTROOMS. O TO RECEIVE NEW CARPET AND PAD. REPAIR EXISTING FLOOR WHERE EXISTING IMPERFECTIONS ACCESSIBLE GUESTROOMS OPH OPPOSITE HAND WOULD TELEGRAPH THROUGH NEW CARPET, PADDING, VCT, ETC. GRIND ALL ROUGH SPOTS ID4.2 ELEVATIONS-SUITES. O 0 0 0 AND FILL DEPRESSIONS. 2. CONTRACTOR SHALL START FULL TILE AT DOOR, U.N.O. CONTRACTOR SHALL SEAL GROUT I D4.3 SECTIONS & DETAILS. 0 ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. GROUT TO BE SEALED A MINIMUM OF AREA NOT IN CONTRACT - - -� Two TIMES. I D4.4 SECTIONS & DETAIL 3. CONTRACTOR SHALL INSPECT AND ACCEPT SUBSTRATE PRIOR TO INSTALLATION OF FLOOR FINISH. INSPECTION SHALL INCLUDE, BUT NOT BE LIMITED TO, MOISTURE, CURING COMPOUNDS, GREASE, OIL, FLATNESS OF FLOOR ACCORDING TO MANUFACTURERS WRITTEN INSTRUCTIONS, CRACKS, AND DAMAGE THAT MAY CAUSE DEFECTS AND NON-ADHERANCE OF FINISHES. INSTALLATION OF FINISHES CONSTITUTES ACCEPTANCE OF SUBSTRATE BY CONTRACTOR. KEY PLAN REVISIONS NO. DESCRIPTION DATE PERMIT REVISION 12/22/06 FILE LOG ACTIVITY BY Manager KAChavez Design AV,LR Draw CL Check LSC,KC&LR STAMP SCOPE OF WORK SCOPE OF WORK THE SCOPE OF WORK INCLUDES SEVEN (7) GUEST CORRIDORS AND 193 GUESTROOMS AND GUEST BATHROOMS. kq 2637 SCOPE THE SCOPE OF WORK FOR THE RENOVATION OF THE HOTEL'S GUESTROOMS IS AS FOLLOWS: • ALL AREAS SHALL RECEIVE NEW FINISHES LIGHTING, CASEGOODS & MILLWORK. • GUEST BATHROOMS SHALL RECEIVE NEW SINKS W/VANITIES. • EXISTING TUBS SHALL REMAIN. * GUEST BATHROOMS SHALL RECEIVE NEW TOILETS. • GUESTROOMS WITH MOBILITY FEATURES SHALL BE RENOVATED TO MEET THE REQUIRED STATE OF FLORIDA ACCESSIBILITY CODES. THE SCOPE OF WORK FOR THE RENOVATION OF THE HOTEL'S GUESTROOM CORRIDORS AS FOLLOWS: Project No. 012-10133-000 • ALL AREAS ,SHALL RECEIVE NEW FINISHES LIGHTING, CASEGOODS AND MILLWORK. Dec. 22, 2006 • CORRIDORS SHALL RECEIVE NEW GYP. BD. CEILING. ACCESSIBILITY ACCESSIBLE GUESTROOMS: THE HOTEL HAS A TOTAL OF 193 GUESTROOM (INCLUDING SPECIALTY SUITES.) A TOTAL OF EIGHT (8) GENERAL PROJECT INFORMATION GUESTROOMS AND BATHROOMS ARE REQUIRED TO MEET ACCESSIBILITY CODES OF WHICH SIX (6) SHALL HAVE TUBS AND TWO (2) SHALL HAVE ROLL IN SHOWERS. IN ADDITION, EIGHT (8) STANDARD GUESTROOM SHALL BE DESIGNATED AS HEARING IMPAIRED ROOMS. VISUAL ALARMS & OTHER PROVISIONS FPR HEARING IMPAIRED SHALL BE PROVIDED IN ACCESSIBLE ROOMS AS WELL AS DESIGNATED HEARING IMPAIRED ROOMS 0 ID1 A J:\012-10133-000\dwg\Guestroom\05 Architectural\GUESTROOM\RST-ID1.1.dwg December 20, 2006 - 4:01pm ctle 0LEO A DALY Company 2006 ROOM FINISH SCHEDULE G.C. SCHEDULE GUESTROOMS, SUITES, GUEST CORRIDOR FINISH LEGEND GC-01 SELF RIMMING SINK @ KING GC-11 DOOR HARDWARE @ CLOSETS GC-23 ADA CLOSET ROD & ATTACHEMENTS ROOM ROOM NAME FLOOR BASE WALLS CEILING MILLWORK/VANITY TRIM DOOR DOOR FRAME REMARKS CATALOG #: K-2833 CATALOG #: ELBA SME (gMQ N0. NORTH EAST SOUTH WEST DEMILAV STYLE: DUMMY ELBA FOR PAIR OF DOORS CATALOG #: 757 ANO STYLE: STYLE: FLANGE EDGE: SELF RIMMING FINISH: SATIN NICKEL p Product: Stone Threshold SEA TURTLE RESORT 01 GUESTROOM ENTRY ST-01 ST-05 N A — PT-03 PT-03 PT-02 EXISTING ENTRY DOOR TO BE PAINTED, COLOR: ANOCHROME CP-01 Guestroom & Suite Carpet Product: Cream Luna / WD-01 PT-01 PT-01 PT-01 WITH APPLIED MOULDINGS. MFG.: KOHLER MFG.: IMPEX CONTACT: IMPEX MFG.: KNAPE & VOGT Product: NSO-4658, Custom Conx Wave Color/Finish: Brushed 1 OCEAN BLVD. EXISTING ENTRY DOOR TO BE PAINTED, SIZE: 18-4" X 15-1" PATTY FREDERICK 2700 OAK INDUSTRIAL DRIVE NE, Color/Finish: Custom R202415 #39 Dimensions: Refer to section 13/ID4.3 ATLANTIC BEACH, FL 32233 02 GUESTROOM CP-01/CPP-01 PT-01 PT-03 PT-03 PT-03 PT-03/SF-01 PT-02 PT-01 PT-01 PT-01 PT-01 CONTACT: KOHLER CORP. WITH APPLIED MOULDINGS. GRAND RAPIDS, MI 49505 Dimensions: 13'-6" Grout: Laticrete, 40, Latte, A" Grout Joint 972.866.9145 Content: Type 6.6 Recycled Nylon ASHLEY ARNOLD PHONE: 800 253-1561 YP Y Y Notes: Grout to be epoxy. Seal stone. 03 GUESTROOM BATHROOM ST-01 ST-05 ST-03 WC-01 ST-02 WC-01 PT-04 WD-01/GLASS TOP PT-01 WD-02 PT-01 214.213.8388 GC-12 42" GRAB BAR Repeat: 4"W x 4.13"L Manufacturer. Horizon Tile GC-02 LAVATORY FAUCET CATALOG #: SUBMIT CUT SHEET GC-24 ADA CLOSET STANDARD Manufacturer: Constantine Carpet Address: 1617 Hi Line Dr. Ste. 450 STYLE: CATALOG #: 255 BRN Address: P.O. Box 2399 Dallas, Texas 75207-3627 04 PARLOR SUITE ENTRY CP-01/CPP-01 PT-01 PT-08 PT—OS PT-08 PT-08 PT-02 N/A PT-01 PT-01 PT-01 CATALOG #: EVA MFG.: STYLE: STANDARD Dalton, Georgia 30722 Phone: (214) 741-4447 • STYLE. SIZE: " MFG.: KNAPE & VOGT Phone: (800) 308-4344 Contact: Olivia Boone Rem I n ton Hotels InC. • MOEN 42 — 14185 Da§as Pkwy, Ste 11 X50 05 PARLOR SUITE PARLOR CP-01/CPP-01 PT-01 PT-08 PT 08 PT-08 PT-08 PT-02 WD-01/GLASS TOP PT-01 PT-01 PT-01 MFG.. CONTACT: SIZE: VERIFY Fax: (706) 278-6892 y. COLOR: BRUSHED NICKEL t onact: Gina Warren C " CONTACT: KNAPE & VOGT Dallas, TX 75254 GLASS 06 PARLOR SUITE POWDER ROOM ST-01 ST-05 ST-03 WC-01 WC-01 WC-01 PT-04 WD-01 TOP PT-01 PT-01 PT-01 SIZE: 8 WIDESPREAD GC-13 36" GRAB BAR 2700 OAK INDUSTRIAL DRIVE NE Stone Base / � CP-02 Corridor Carpet Product: Crema Luna CONTACT: MOEN CATALOG #: SUBMIT CUT SHEET GRAND RAPIDS, MI 49505Product: RL75905-1Q9 Color Finish: Brushed / — --- -- JUD ADCOCK 07 PARLOR SUITE BEDROOM CP-01/CPP-01 PT-01 PT-03/SF-01 PT-03 PT-03 PT-03 PT-02 N/A PT-01 PT-01 PT-01 STYLE: PHONE: 800 253-1561 Color/Finish: U138, BG3114, BG3823, U195, 0171, U238, U254, Dimensions: 18"W x 5"H x " Thick PLANNING 214.288.2764 MFG.: /� U264, U499 U345 0369, U381 . ARCHITECTURE " GC-25 ADA CLOSET ROD ' ' Grout: Laticrete, 40, Latte, Grout Joint ENGINEERING GC-03 BATH & SHOWER TRIM SIZE: 36 Dimensions: 15, (verify) Notes: Grout to be epoxy. Seal stone. LIDA DALY INTERIORS 08 PARLOR SUITE BATHROOM ST-01 ST-05 WC-01/WD-01 WC-01 WC-01 ST-03/WC-01 PT-04 WD-01/GLASS TOP PT-01 WD-02 PT-01 CATALOG #: T2133BN CONTACT: CATALOG #: 660 SS Content: 80%Wool, 20% Nylon Manufacturer Horizon Tile PARLOR SUITE TOILET & STYLE: EVA COLLECTION STYLE. REGULAR STAINLESS STEEL TUBING Manufacturer: Ulster Carpet EST.1915 rP Address: 1617 Hi Line Dr. Ste. 450 09 ST-01 ST-05 WC-01/ST-02 WC-01 C-01/ST-0 ST-02 PT-04 N/A PT-01 PT-01 PT-01 MFG.. KNAPE & VOGTAddress: 81 Whitlock Ave Dallas, Texas 75207-3627 SHOWER ROOM FINISH: BRUSHED NICKEL GC-14 24" GRAB BAR SIZE: OC:1-A", ID: Y" Marieta, Georgia 30064 Phone: (214) 741-4447 MFG.: MOEN CATALOG #: SUBMIT CUT SHEET CONTACT: KNAPE & VOGT Phone: (214) 906-8227 Contact: Olivia Boone 5307 E. Mockingbird Lane, Suite 400 10 JOHN GRISHAM SUITE ENTRY ST-01 ST-05 PT-08 N/A PT-08 PT-08 PT-02 WD-01/GLASS TOP PT-01 PT-01 PT-01 CONTACT: MOEN Fax: (214) 443-7901 Dallas, TX 75206 USA MFG.' JUD ADCOCK STYLE: 2700 OAK INDUSTRIAL DRIVE NE, Contact: Tracy Herrin ST-06 Stone Bullnose Tel 214-526-1144 Fax 214-526-1411 11 JOHN GRISHAM SUITE PARLOR CP-01/CPP-01 PT-01 PT-08 PT-08 PT-08 N/A PT-02 N/A PT-01 PT-01 PT-01 214.288.2764 SIZE: 24" GRAND RAPIDS, MI 49505 Product: Crema Luna PHONE. 800 253-1561 �� PAD Color/Finish: Brushed JOHN GRISHAM SUITE GC-04 ELONGATED TOILET CONTACT: Dimensions: 18"W x 5"H x " Thick 12 POWDER ROOM ST-01 ST-05 ST-03/WC-04 WC-04 WC-04 WC-04 PT-04 WD-01/GLASS TOP PT-01 PT-01 PT-01 CATALOG : REFER TO MEP DWGS. GC-26 ADA SHOWER CURTAIN ROD # GC-1512" GRAB BAR CATALOG #: B-207 CPP-01 Carpet Pad Grout: Laticrete, 40, Latte,Product: Contract—Master Notes: Grout to be epoxy. Seal stone. " Grout Joint 13 JOHN GRISHAM SUITE BEDROOM CP-01/CPP-01 PT-01 PT-03/SF-01 PT-03 PT-03 PT-03 PT-02 N/A PT-01 PT-01 PT-01 FINISH: CATALOG #: SUBMIT CUT SHEET STYLE: HEAVY DUTY SHOWER CURTAIN ROD Color/Finish: black Manufacturer. Horizon Tile MFG.: STYLE: WITH CONCEALED MOUNTING Dimensions: 54" Width Address: 1617 Hi Line Dr. Ste. 450 14 JOHN GRISHAM SUITE BATHROOM ST-01 ST-05 ST-02/WC-01 WC-01 T-02/WC-0 ST-03/WC-01 PT-04 WD-01/GLASS TOP PT-01 WD-02 PT-01 CONTACT: MFG.: " MFG.: BOBRICK Weight: 64 oz. " Dallas, Texas 75207-3627 SIZE: 12 SIZE: 60 Content: Sponge Rubber, .25 Thickness Phone: (214) 741-4447 15 CORRIDOR CP-02/CPP-02 PT-01 WC-02/WC-0 WC-02 WC-03/WC— SIC-02 PT-02 N/A PT-01 PT-01 PT-01 GC-05 TOILET PAPER HOLDER CONTACT: CONTACT: BOBRICK Manufacturer. Sponge Cushion Contact: Olivia Boone CATALOG #: YB2808BN 11611 HART STREET Address: 902 Armstrong St. NOTE: FINISH SCHEDULE ITEMS MUST BE SUBMITTED TO DESIGNER FOR APPROVAL IN THEIR FINISHED STATE—INCLUDING ALL STYLE: EVA GC-16 CONTINUOUS GRAB BAR NORTH HOLLYWOOD CA 91605-5882 Morris, IL 60450 WALLCOWMING PAINTED AND STAINED WOOD SAMPLES AND MOULDINGS. FINISH: BRUSHED NICKEL CATALOG #: SUBMIT CUT SHEET P: (818) 764-1000 Phone: (800) 435-4062 MFG.: MOEN STYLE: F: (818) 765-2700 Fax: (815) 942-9636 WC-01 Guest Bathroom Wallcovering w/ microventing CONTACT: MOEN MFG.: CPP-02 Carpet Pad (Double Stick) Product: TC3996; Sea Glass LIGHTING FIXTURE SCHEDULE JUD ADCOCK SIZE: GC-27 MILLWORK TRIM Product: Tred—MOR Color/Finish: Frosted Glass 214.288.2764 CONTACT: CATALOG #: REFER TO DETAIL Color/Finish: black Dimensions: 54" MANUFACTURER LAMP MOUNTING GC-17 HAND SHOWER W SLIDE BAR STYLE: REFER TO DETAIL Dimensions: 54" Width Weight: 15 oz., Type I FIX. DESCRIPTION LOCATION VOLTAGE REMARKS GC-06 ROBE HOOK / Backing: Non—woven TYPE & CATALOG NUMBER N0. WATTS TYPE C W R P u CATALOG #: 3837BN MFG.: S&S CRAFTSMEN, INC. Weight: 80 oz. CATALOG : TB2803BN Virgin Enriched Synthetic SBR 25" Thickness Manufacturer: Tri—kes # STYLE: EVA, 4 FUNCTION HAND CONTACT: S&S CRAFTSMEN, INC. Content: 100 g Y � • Address: 11123 Shady Trail Primary Consultant Line1 LT-01 CEILING MOUNTED FIXTURE ENTRY CHALLENGER; 2 30 W LUORESCENT • -- STYLE: EVA SINGLE ROBE HOOK CUSTOM FIXTURE SHOWER WITH SLIDE BAR BILLY JARBOE I! Manufacturer. Armstrong gus Ion Dallas, Texas 75229 FINISH: BRUSHED NICKEL P.O. BOX 76071 Address: 902 Armstron St. — (This is inserted on Defpoints) MFG.: MOEN Morris, IL 60450 Phone: (972) 484 8120 Project Address CHALLENGER; MFG.: MOEN CONTACT: MOEN TAMPA, FL 33675 Phone: (800) 435-4062 Fax: (972) 484-8190 Project City State Zip LT-02 SCONCE LOUNGE CHAIR CUSTOM SCONCE 2 18 W LUORESCENT • -- CONTACT: MOEN JUD ADCOCK P: (800) 922-9663 Fax: (815) 942-9636 Contact: Tricia Salyer ELECTRIC MIRROR JUD ADCOCK 214.288.2764 F: (813) 248-5046 LT-03 ELECTRIC MIRROR GUEST BATHROOM 4 39 W LUORESCENT • -- 214.288.2764 CPP-03 Carpet Pad WC-02 Guest Corridor Wallcovering MOMENTUM 4845 GC-18 HAND SHOWER W/ SLIDE BAR p 9 Product: TredMor, #1562 Product: 2L21-13 The Legend ELECTRIC MIRROR GC-07 TOWEL RING CATALOG #: 3835BN Color Finish: Sarah ELECTRIC MIRROR ADA GUEST ATH 4 39 W LUORESCENT • -- GC-28 ADA TOILET Color/Finish: Black Dimensions: 54" LT-03a MOMENTUM 4845 CATALOG YB2886BN STYLE: EVA 4 FUNCTION HAND # CATALOG : REFER TO MEP DRAWINGS Dimensions: 54" W x 60" L Weight: 21 oz., Type II STYLE: EVA, TOWEL RING SHOWER # Weight: fit oz. g yp LT-04 ELECTRIC MIRROR JOHN GRISHAM SUITE ELECTRIC MIRROR 4 39 W LUORESCENT • -- STYLE. Backing: Osnaburg BATHROOM MOMENTUM 4845 FINISH: BRUSHED NICKEL MFG.: MOEN Content: 100% Virgin Enriched Synthetic Fiber SBR MFG.: MOEN CONTACT: MOEN FINISH: Manufacturer. Sponge Cushion, Inc. Address: 312 Periwinkle Manufacturer: anwankle Dr. s ELECTRIC MIRROR PARLOR SUITES ELECTRIC MIRROR • __ CONTACT: MOEN JUD ADCOCK MFG.: Address: 902 Armstrong St. TX 75002 LT-05 BATHROOM MOMENTUM 4845 4 39 W LUORESCENT JUD ADCOCK 214.288.2764 CONTACT: Morris, Illinois 60450 en, Phone: (800) 435-4062 Phone: (214) 616-2225 JOHN GRISHAM SUITE ELETTRA LIGHTING 214.288.2764 GC-19 SHOWER TRIM KIT @ ADA Fax: 815 942-9636 Fax: (469) 675-1459 LT-11 SCONCE POWDER ROOM 675 LI 1 40 W CANDELABRA • -- _ CATALOG : T2132BN GC-29 SUITE PEDESTAL SINKS @ POWDER BATHS ( ) Contact: Angela Heinen GC 08 CLOTHING ROD & ATTACHEMENTS # CATALOG #: K-2268 ZIA PRIVEN CATALOG #: KV2 Z STYLE: EVA, TRIM KIT FOR POST—TEMP STYLE: MEMOIRS PEDESTAL LAVATORY 8" WIDESPREAD WC-03 Accent Corridor Wallcovering LT-13 PENDANT JOHN GRISHAM SUITE EMPIRE PENDANT 2 30 W LUORESCENT • -- STYLE: EXTENSION CLOSET RODS SHOWER FINISH: WHITE PAW Product: Arbor Series Anegre QC RT FINISH: ZINC COATED MFG.: MOEN Color/Finish: Custom to match designer's control sample UNILIGHT MFG.: KOHLER LT-22 CORRIDOR SCONCE GUEST CORRIDOR 1 13 W LUORESCENT • -- MFG.: KNAPE & VOGT CONTACT: MOEN " " PT-01 Guestroom & Corridor Paint 0 Trim & Moulding (custom sizes available) CUSTOM WALL SCONCE JUD ADCOCK SIZE: 30 W X 21—� D X 34—� H g Dimensions: 3'-0" x 9'-0" Sheets ELITE LIGHTING; CONTACT: 2700 OAK INDUSTRIAL DRIVE NE CONTACT: Product: classic Light Buff / SW0050 LT_100 RECESSED FIXTURE TUB CEILING 1 13 W FLUORESCENT • -- ENTENDED FOR WET APPLICATION 214.288.2764 KOHLER CORP. Manufacturer: RJF International Corp. B4PL/B462 GRAND RAPIDS, MI 49505 ASHLEY ARNOLD Color/Finish: Semi Gloss Address: 312 Periwinkle Dr. GUESTROOM COFFEE BAR ELITE LIGHTING __ PHONE: 800 253-1561 GC-20 SHOWER TRIM KIT @ ADA Manufacturer. Sherwin Williams 214.213.8388 Allen, TX 75002 LT-101 RECESSED DOWNLIGHT ES 1 50 W FLUORESCENT • AND SUITES 64/6421 GC-09 CURVED SHOWER ROD CATALOG #: T2131 BN PT-02 Guestroom & Guestroom Corridor Paint ® Ceiling Phone: (214) 616-2225 CATALOG #: WCRBS5-6 STYLE: EVA, TRIM KIT FOR POSI—TEMP GC-30 S-1/ WHIRLPOOL/BATH TUB Product: Classic Light Buff / SWO050 Fax: (469) 675-1459 HEADBOARD WALL WAC LIGHTING 1 20 W XENON • __ ENTENDED FOR SURFACE MOUNTED APPLICATION " VALVE CATALOG #: K-856—CT-0 Color/Finish: Flat Contact: Angela Heinen LT 102 PUK LIGHT HR-86, BN STYLE: WINGIT CRESCENT ROD W/ 6 PROJ. FINISH: STAINLESS STEEL MFG.: MOEN STYLE: TEA FOR TWO Manufacturer. Sherwin Williams g CONTACT: MOEN FINISH: WHITE WC-04 JGS Suite Powder Bath Wallcoverin ALKCO INCLUDE CLEAR LINEAR PRISM LENS OPTION MFG.: KMK SUPPLY Product: RK26-41, Rick Rack LT-103 CEILING MOUNTED CLOSET ILF114/DIF 1 14 W LUORESCENT • Color Finish: Champagne JUD ADCOCK MFG.: KOHLER PT-03 Guestroom Paint ® ells CONTACT: KMK SUPPLY Product: Palace White / 956 / ELITE LIGHTING -- P: 800.325.3477 214.288.2764 Color/Finish: Eggshell SIZE: 66"x36"x24" Dimensions: 54" LT-104 RECESSED DOWNLIGHT GUEST CORRIDOR 6402 1 18 W LUORESCENT • F: 562.531.0512 CONTACT: KOHLER CORP. Manufacturer. Benjamin Moore Weight: 20 oz., Type II B4PL / ASHLEY ARNOLD Manufacturer: Koroseal Studios RECESSED DOWNLIGHT GUEST CORRIDOR ELITE LIGHTING • -- GC-10 SLEEKER SLIDER DOOR @ BATHROOM GC-21 COVER PLATES (EXISTING AND NEW) 214.213.8388 PT-04 Guest Bathroom Paint 0 Ceiling Address: 312 Periwinkle Dr. LT-105 WALL WASHER AND SUITES B4PL/B407 1 18 W LUORESCENT CATALOG #: TBD CATALOG #: R41-80401-1 Color: Classic Light Buff / SW 0050 Allen, TX 75002 STYLE: PAIR OF DOORS STYLE: LEVITON GC-31 WHIRLPOOL FAUCET Finish: Eggshell Phone: (214) 616-2225 FINISH: STILE & RAIL STAINED WOOD DOOR W/ FROSTED COLOR: IVORY CATALOG : TBD Manufacturer. Sherwin Williams Fax: (469) 675-1459 R SCHEDULE NOTES: GLASS PANEL. GLASS SHALL BE IMPEX J-02 MFG.: LEVITON • # TBD Contact: Angela Heinen LIGHTING FIXTURE C STYLE. DOUBLE PANE W FROSTED AREA SANDWICHED LOCATION: WHERE PT-03 IS INSTALLED FINISH: TBD PT-05 Guest Bathroom Paint ® Glass Vanity � 1. CONTRACTOR SHALL PROVIDE ALL LAMPS. ALL FLUORESCENT LAMPS SHALL 6. FLUORESCENT LIGHT FIXTURES SHALL HAVE ELECTRONIC BALLASTS, (109 THD). ( W/FROSTED Color: TBD BE BY SAME LAMP MANUFACTURER IN ORDER TO MATCH COLOR PHOSPHORS. BETWEEN PANES MFG.. to T8 FLUORESCENT LAMPS SHALL BE REDUCED MERCURY CONTENT DESIGN. 7. MOUNTING C — CEILING SURFACE HARDWARE: ) — — CONTACT: TBD so(current tpaintrcolor canbeselected glass color. _ PULLS TO MATCH GC 10a DOOR. SUBMIT SAMPLE. GC 21 COVER PLATES EXISTING AND NEW p g WD-01 Millwork W WALL IMPEX • R40-80401 ( ) Product: Quartered, Figured Anegre MFG.: CATALOG Manufacturer: TBD by contractor , 2. CONTRACTOR SHALL PROVIDE ALL NECESSARY MOUNTING HARDWARE, TRIM R — CEILING RECESSED CONTACT: IMPEX #• LEVITON Color/Finish: Braewood, To match designers control sample RINGS, ETC. FOR THE TYPE OF CEILING SPECIFIED. COORDINATE WITH P — PENDANT STYLE. GC-32 COFFEE BAR HARDWARE PT-06 Trim Paint 0 Plumbing Access Panels, Grills, Etc. on WC-02 THE ARCHITECTURAL ROOM FINISH SCHEDULE. U — UNDER CABINET PATTY FREDERICK COLOR: CHOCOLATE BROWN CATALOG #: 107.21.602 Color: Spice Gold/1040 WD-02 Millwork 972.866.9145 MFG.: LEVITON STYLE: SCALLOPED ARCHED PULL Finish: Semi Gloss Product: Maple 3. ALL BALLASTED LIGHT FIXTURES SHALL BE INDIVIDUALLY FUSED. GC-100 HINGED DOOR @ CLOSET LOCATION: WHERE WC-03 IS INSTALLED & Color Finish: Braewood, To match designers control sample FINISH: NICKEL MATTE Manufacturer. Benjamin Moore / 9 P CATALOG #: TBD STAINED WD-- MFG.: HAFELE (NOTE: USE THIS PULL IN ADA ROOMS) SPECIALTY FINISH STYLE: PAIR OF DOORS W/ ROLLER LATCH CONTACT: HAFELE PT-07 Trim Paint ® Plumbing Access Panels, Grills, Etc. on WC-03 Color: HC-74, Valley Forge Brown FINISH: STILE & RAIL, STAINED WOOD DOOR WITH FROSTED GC-22 COVER PLATES (EXISTING AND NEW) 800.423.3531 Finish: Semi Gloss Produ Accent at Headboard Wall GLASS PANEL. GLASS SHALL BE IMPEX J-02.(GLASS CATALOG #: R43-80401—A Manufacturer: Benjamin Moore Product: Spatulate SHALL BE DOUBLE PANE W/ FROSTED AREA STYLE: LEVITON GC-33 COFFEE BAR HARDWARE Color/Finish: ID# 31367.02 SANDWICHED BETWEEN PANES. COLOR: ALMOND : 107.22.600 PT-08 Suite Paint 0 Walls Manufacturer: Southwest Progressive Enterprises, Inc. CATALOG HARDWARE: PULLS TO MATCH GC-10 DOOR, SUBMIT SAMPLE MFG.: LEVITON # Color: Catalina Blue/703 Contact: Amish MFG.: IMPEX LOCATION: WHERE WC-02 IS INSTALLED STYLE. KNOBFinish: Eggshell gg 10920 Alder Circle FINISH: NICKEL MATTE CONTACT: (MPEX Manufacturer: Benjamin Moore Dallas, T2 7523 4.8280 PATTY FREDERICK MFG.. HAFELE (NOTE: DO NOT USE THIS PULL IN ADA RMS.) F: 972.423.3253 972.866.9145 CONTACT: HAFELE �� 800.423.3531 KEY PLAN Q SF-02 Elevator Paint ST-01 Guestroom Entry & Bathroom Product: Scuff master Product: Crema Luna Color/Finish: To match PT-01 Color/Finish: Brushed MANUFACTURER: Wolf Gordon Dimensions: 18" x 18" x J" Thick ADDRESS: 33-00 47TH Avenue Grout: Laticrete, 40, Latte, A" Grout Joint. Long Island City, NY 11101 Notes: Grout to be epoxy. Seal stone. PHONE: (800) 347-0550 Manufacturer. Horizon Tile FAX: (718) 361-1090 Address: 1617 Hi Line Dr. Ste. 450 CONTACT Amy Norris Dallas, Texas 75207-3627 E—MAIL: AMYNOWOL.F—GORDON.COM Phone: (214) 741-4447 Contact: Olivia Boone ST-02 Tub Surround Product: Crema Luna Color/Finish: Polished Dimensions: 9" x 18" x J" Thick Grout: Laticrete, 40, Latte, A" Grout Joint. Notes: Grout to be epoxy. Seal stone. Manufacturer. Horizon Tile REVISIONS Address: 1617 Hi Line Dr. Ste. 450 Dallas, Texas 75207-3627 NO. DESCRIPTION DATE Phone: (214) 741-4447 Contact: Olivia Boone �1 PERMIT REVISION 12/22/06 ST-03 Wall Tile 0 Vanity Product: Crema Luna Color/Finish: Polished Dimensions: 12" x 12" x J" Thick Grout: Laticrete, 40, Latte, J" Grout Joint. Notes:Grout to be epoxy. Seal stone. Manufacturer. Horizon Tile Address: 1617 Hi Line Dr. Ste. 450 Dallas, Texas 75207-3627 Phone: (214) 741-4447 Contact: Olivia Boone FILE LOG ACTIVITY BY Manager KAChavez Design AV,LR Draw CL Check LSC,KC&LR STAMP ��Zfo37 Project No. 012-10133-000 Dec. 22, 2006 GUESTROOM SCHEDULES FINISH LEGEND ID1 .4 J:\012-10133-000\dwg\Guestroom\05 Architectural\GUESTROOM\RST—ID1.4.dwg December 20, 2006 — 3:49pm ctle ©LEO A DALY Company 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2 FOR NNFORMATIOEERING NONLY. REFER TO MEP DRAWINGS.WINGS: LIGHTING AND ELECTRICAL INFORMATION ON THIS SHEET IS SEA TURTLE RESORT NATURAL STONE SHALL BE SEALED A MINIMUM OF 1W0 TIMES. 1 OCEAN BLVD. G4. I GROUT SE&MT AND CAU KING PER SPECIFICATIONS. ATLANTIC BEACH, FL 32233 0 C0 H LL I TIGC I 0 I OWNER'S REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6 REFER TO CARPET SEAMING DIAGRAMS FOR CORRIDOR CARPET INSTALLATION. G7. REFER TO ID3J - ID3.9 FOR ENLARGED PLANS OF GUESTROOMS. RemS a�iaoPk Hotels� Inc. PLAN NOTES — CORRIDOR oa�las, TX75254 NEW WORK NOTES: LQ�ADALY H TRIO PLANNING NEW ENG IN NEER l,y" EST.1915 F1 INSTALL AXMINISTER CARPET AND PAD. DOUBLE STICK INSTALLATION. F2 INSTALL RUBBER TRANSITION STRIP AT DOOR TO STAIR. TRANSITION STRIP COLOR TO K-3 MATCH CARPET. 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA 205 Tel 214-526-1144 Fax 214-526-1411 El 1 W1 INSTALL VINYL WALLCOVERINGS. INSTALL WOOD GRAIN VENEER/ACCENT VWC AT DOOR O DROPS AND GENERAL WALLCOVERING AT OTHER WALLS. PATCH HOLES WHERE SCONCES O WERE RELOCATED. WALL FINISH TO MATCH ADJACENT SURFACES. W2 PREPARE NEW PARTITION FOR VWC. Lr >111 1 X W3 PATCH WALL k PAINT WHERE ACCESS PANELS WERE REMOVED ON EACH GUESTROOM/BATHROOM PLUMBING WALL AS SCHEDULED. � W4 PAINT ANY REMAINING ACCESS PANELS AS SCHEDULED. If K-4 t B� DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 DD-t DD-1 DD-1 � 204 e1 INSTALL NEW PLANT GRADE WOOD BASE. > F 228 > 226 1 224 1 > r 222 220 > 218 > 216 > 214 212 > 210 F 208 > 206 1 MUNG � C1 INSTALL NEW GWB CEILING. PAINT AS SCHEDULED. INSTALL NEW ACCESS PANELS IN GWB AS REQUIRED. � � lit X > O O CIO 1:11 O O O O O Q Q � L1 INSTALL RECESSED WALL WASHERS FOR ARTWORK. L2 INSTALL WALL SCONCES. J–BOXES SHALL BE LOWERED. REF 01/ID4.2 � O O O O O O O O O O � — — — — — — — —D — — — J K-4 L3 INSTALL RECESSED DOWNLIGHT OVER GUESTROOM DOOR. L4 WALL SCONCE 0 THIS LOCATION SHALL BE RELOCATED TO CENTER OF WALL. 203 Primary Consultant Line1 V > 1L:J1i 0 � � 0 � � � (This is inserted on Defpoints) v V1/ "==ai� W3 F1 MS Typ OR1 PAINT EXISTING STAIN GRADE ENTRY DOOR. PI'OJeCt ACIdreSS DR1 M1 F� DR2 PAINT ALL SERVICE AND STAIR DOORS AS SCHEDULED. Project Ci State Zi Fz I � �� W� B� CORRIDOR �� P i cam, yy2 DR3 MODIFY EXISTING VENDING DOOR TO RESEMBLE A GUESTROOM ENTRY DOOR. RELOCATE � City, p DR2 � � � IXISTING VENDING DOOR AS REQUIRED TO MATCH EXACT LOCATION OF GUESIROOM DR3 AUG TMP Q ENTRY DIRECTLY DOOR ACROSS THE CORRIDOR. INSTALL CORRIDOR DOOR CASING D O D D O El K-4 � ON DOORJAMB AND APPLIED MOLDING ON VENDING DOOR/ CORRDOR SIDE ONLY. > > _ � PLANT FlNISH/COLOR SHALL MATCH GUESTROOM DOOR/CASING. 02/ID2.8 � O O O O O O El O O O 2�2 1YP, E-1Fo O M1 INSTALL PAINT GRADE MOLDING ON GUESTROOM ENTRY DOORS. REFER TO ELEVATION.11_�-1 10 11 JiF El F El I E10 M2 INSTALL PAINT GRADE MOLDING ON CEILING. O O O � M3 INSTALL PAINT GRADE CROWN MOLDING. DR2 M4 RELOCATE/REPLACE AS DIRECTED BY OWNER EXISTING FIRE EXTINGUISHER CABINETS WHERE NEW SCONCE LOCATIONS THAT CONFLICT WITH EXISTING FIRE EXTINGUISHER CABINETS. DD-1 > DD-1 DD-1 > DD-1 > DD-1 > DD-1 KADA-2 KADA-1 > DD-1 DD-1 > MS PREPARE AND PNMT METAL FINISH ON ALL EXISTING FIRE EXTINGUISHER CABINETS. 227 225 223 221 219 217 215 213 211 209 K-4 AT ANY NEW OR RELOCATED FIRE EXTINGUISHER CnBlNers HANDLE OF cnelNEr 201 I SHALL BE INSTALLED O 48' AFF. > > > > > > > > P DR2 El I � A FFE1 INSTALL OFCI ARTWORK AND FURNITURE. > > > > > > > > >> > > > > > > > > > G1 INSTALL OFCI GRAPHICS. 03/ID2.8 O El K-3 rrP. 200 1 > ir "I U SECOND FLOOR PLAN ro-i GUESTROOM CORRIDOR PLAN- IQD2.1 SCALE: 1/8° = t'-0" KEY PLAN K-3 205 OEl LF i 0 > LF > > > > > > > � d> > > > > > > > > o } K-4 DD-1 > DD-1 > DD-1 > DD-1 DD-1 DD-1 > DD-1 DD-1 > DD-1 DD-1 > DD-1 DD-1 > 0 204 REVISIONS > F 228 > F226 > 224 > 222 >> 220 218 > 216 > 214 > 212 2101 > 1 208 206 NO. DESCRIPTION DATE �1 PERMIT REVISION 12/22/06 0 o a a o o a o ID2.8 00 0 0 0 0 � o 0 0 0 0 o K-4 El 203 o � � o o O o 0 0 0 � � o 0 0 0 � o O Q. EQ. Q Q L4 M4 G G � Ct L3 M2 M3 I O O O O L4 e e � L2M2 e � CORRIDOR e e EQ. EQ. 14 o O � o o > L 0 0� — — - - o o � 1 o o O o d Q K-4 0 00 0 0 0 ElQ o 0 202 � FILE LOG o" 0 > 1IF-0-15 I' 1, JIF-0�1 O ACTIVITY BY 1 11 1 > IN0 o ENGINEERING ( FOR INFORMATION ONLY) ManagerK�ti� Ao DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 KADA-2 KADA-1 DD-1 DD-1 ME1 REPLACE GRILLES AND VENTS. PNM AS SCHEDULED. Check LSC,KC6lR 227 225 F223 221 219 217 215 213 211 209 ° K-4 ME2 RELOCATE EXISTING SCONCE/J-BOX TO LOWER LOCATION AT WALL. REFER TO ELEVATION. 201 � ME3 INSTALL NEW COVER PLATES FOR RECEPTACLES, SWITCHES, AND TELEPHONE JACKS. > > > > > > > P IV 0 El REFER TO GC SCHEDULE FOR COLOR OF DEVICES. srnnw > > > > > > > > I Q O Id Id a -�I L Id L Id - a - - - dd El K-3 200 { ALg2G3T I 2/Zt/o 6 SECOND FLOOR PLAN ro-2 CORRIDOR CEILING PLAN �2.1ISCALE: 1/8" = 1'-0" Project No. 012-10133-000 Dec. 22, 2006 FLOOR 2 GUESTROOM CORRIDOR & FLOOR FINISH PLAN ID2 * 11 J:\012-10133-000\dwg\Guestroom\05 Arch itectural\GUESiR00M\RST-ID2.1.dwg December 20, 2006 - 3:49pm ctle OLEOADALYCompany 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2 FOR ENGINEERING ELECTRICAL ON THIS SHEEP IS INFORMATION ONLY. REFER TO MEP DRAWINGS. SEA TURTLE RESORT NATURAL STONE SHALL BE SEALED A MINIMUM OF 1W0 TIMES. 1 OCEAN BLVD. G4. INSTALL GROUT SEALANT AND CAULKING PER SPECIFICATIONS. ATLANTIC BEACH, FL 32233 0 H I I G C I A I OWNER'S REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6 REFER TO CARPET SEAMING DIAGRAMS FOR CORRIDOR CARPET INSTALLATION. G7. REFER TO ID3.1 - ID3.9 FOR ENLARGED PLANS OF GUESTROOMS. Remin ton Hotels Inc. PLAN NOTES — CORRIDOR 14185 Da�as Pkwy, Ste „�o Dallas, TX 75254 NEW NOTES: LQ�A DALY IN ERO S PLANNING ENGINEERING K-3 �ry�p @ yypy� EST.1915 305 I F1 INSTALL AXMINISTER CARPET AND PAD. DOUBLE STICK INSTALLATION. El F2 INSTALL RUBBER TRANSITION STRIP AT DOOR TO STAIR. TRANSITION STRIP COLOR TO MATCH CARPET. 5307 E. Mockingbird Lane, Suite 400 � Dallas, TX 75206 USA I., �F- a II 1? 0 >Ims 11 � Tel 214-526-1144 Fax 214-526-1411 W1 INSTALL VINYL WALLCOVERINGS. INSTALL WOOD GRAIN VENEER/ACCENT VWC AT DOOR DROPS AND GENERAL WALLCOVERING AT OTHER WALLS. PATCH HOLES WHERE SCONCES > > O 0 WERE RELOCATED. WAIL FINISH TO MATCH ADJACENT SURFACES. W2 PREPARE NEW PARTITION FOR VWC. El } W3 PATCH WALL do PRIM WHERE ACCESS PANELS WERE REMOVED ON EACH K-5 I GUESTROOM/BATHROOM PLUMBING WALL AS SCHEDULED. DD-1 > DD-1 > K-1 > DD-1 > DD-1 > DD-1 > K-1 > DD-1 > DD-1 > DD-1 > K-1 K-1 304 wa PAINT ANY REMAINING ACCESS PANELS AS SCHEDULED. 328 > 326 324 322 > 320 318 1 316 314 > 312 > 310 > 308 F306 BSSE 81 INSTALL NEW PAINT GRADE WOOD BASE. O O O O11i 0 O O D O O O O O C1 INSTALL NEW GWB CEILING. PAINT AS SCHEDULED. INSTALL NEW ACCESS PANELS IN GWB AS REQUIRED. 00 0 0 0 0 0 0> > 0 0 0 o DD-3 OD D D LD D C� �Lt�u� O � D 303 � L1 INSTALL RECESSED WALL WASHERS FOR ARTWORK. > VNISS - � L BE LOWER L3 INSTAR RE ESSEDNDOWNLIGHTXOVER GL2 INSTALL WALL SCOCES. J-BOE UESTR00 DOEDR. REF 01/ID4.2 W3 F1 MS Typ, pR� �� FFE L4 WALL SCONCE O THIS LOCATION SHALL BE RELOCATED TO CENTER OF WALL. F2 �E �� W� B1 CORRIDOR of np. Primary Consultant Linet �R2 V.2 W2 � (This is inserted on Defpoints) <e> R3 0 DR1 PAINT EXISTING STAIN GRADE ENTRY DOOR. PI'Oj2Ct Address DR2 PAINT ALL SERVICE AND STAIR DOORS /S SCHEDULED. Project City, State Zip D D D D � XO DD-3 } DR3 MODIFY EXISTING VENDING DOOR TO RESEMBLE A GUESTROOU EN1RY DOOR. RELOCATE 1jr— TI'DKEXISTING VENDING DOOR AS REQUIRED TO MATCH EXACT LOCATION OF GUESTROOM *47c) O /ZIAO O O O O Q O O 302 ENTRY DIRECTLY DOOR ACROSS THE CORRIDOR. INSTALL CORRIDOR DOOR CASING — � 1q ON DOORJAMB AND APPLIED MOLDING ON VENDING DOOR/ CORRDOR SIDE ONLY. [E] 11.11F--17:111 UED O D O � F O PAINT FINISH/COLOR SHALL MATCH GUESTROOM DOOR/CASING. O � DR2 M1 INSTALL PLANT GRADE HOLDING ON GUESTROOM ENTRY DOORS. REFER TO ELEVATION. IA2 INSTALL PLANT GRADE MOLDING ON CEILING. DD-1 K-1 DD-1 DD-1 DD-1 DD-1 DD-1 KADA-3 DD-2 DD-t M3 INSTALL PLANT GRADE CROWN MOLDING. 327 325 323 321 319 317 315 313 311 309 K-5 M4 RELOCATE/REPLACE AS DIRECTED BY OWNER EXISTING FIRE EXTINGUISHER CABINETS WHERE NEW SCONCE LOCATIONS THAT CONFLICT WITH EXISTING FIRE EXTINGUISHER 301 CABINETS. pRy O O M5 PREPARE AND PAINT METAL FINISH ON ALL EXISTING FIRE EXTINGUISHER CABINETS. > > > > > > > � AT ANY NEW OR RELOCATED FIRE EXTINGUISHER CABINETS HANDLE OF CABINET SHALL BE INSTALLED 0 46" AFF. O FFE1 INSTALL OFCI ARTWORK AND FURNITURE. El K-3 300 1 G1 INSTALL OFCI GRAPHICS. THIRD FLOOR PLAN o, GUESTROOM CORRIDOR PLAN �.2SCALE: 1/8" = 1'_0" KEY PLAN K-3 305 IJU r >1111111111111vm > 1=1'>' Lmr > O O i 0 0 � K-5 DD-1 DD-1 > K-1 DD-1 > DD-1 DD-1 > K-1 DD-1 > DD-1 DD-1 K-1 K-1 0 304 REVISIONS 328 > F326 324 > 322 320 318 316 1 > 1 314 1 1 312 3101 F308 306 NO. DEKRPIION DALE 01 PERMIT REVISION 12/22/06 O D O O O O O O O O O O 0 0 0J L CE > 0 0 0 0 0 or 0 oI DD-3 El 303 ` o o O11 � o 0 =1 LLLJ LL=i 1 o o � o o � o o � ° O 0 Q Q L4 M4 0 O Ct �3 L 7 M 3 O O O O Q. E . L4 L4 e e L2 M2 a CORRIDOR e e E4. 6 E4. F , 0 0 0 0 0 0 0 0 0 0 0 loll > > > > > > > E) DD-3 0 0 0 0 0 0 0 � o 0 302 � FILE LOG > > > > > > >10 > > o �IF-0—p > > > IF-0—p 11 1 FE) I El 0 FE) 71 ENGINEERING (FOR INFORMATION ONLY) M K,�,� Draw « DD-1 > K-1 > DD-1 > DD-1 DD-1 DD-1 > DD-1 > KADA-3 > DD-2 > DD-1 a ME1 REPLACE GRILLES AND VENTS. PNM AS SCHEDULED. c�k LSC,KC&LR 32� 325 323 321 319 31� 315 313 311J 309 K-5 ME2 RELOCATE EXISTING SCONCE/J-BOX TO LOWER LOCATION AT WALL. REFER TO ELEVATION. ME3 INSTALL NEW COVER PLATES FOR RECEPTACLES, SWITCHES, AND TELEPHONE JACKS. � I � 301 I REFER TO GC SCHEDULE FOR COLOR OF DEVICES. sT^"'" > > > > > > > A 0 ' 'TXXXXXXXXXXXr XXXz X X X X X Y Yrr YXAAAX'XXXXXE X X X KX y v X v )<yer- A/A, I&A A?VA Ld El K-3 300 1 AR4z(02? 1?�/Zi�o6 THIRD FLOOR PLAN ro—iCORRIDOR CEILING PLAN ID2.2 SCALE: 1/8" = 1'-0" Project No. 012-10133-000 Dec. 22, 2006 FLOOR 3 GUESTROOM CORRIDOR FLOOR FINISH PLANS ID2 * 2 J:\012-10133-000\dwg\Guestroom\05 Architectural\GUESTROOM\RST-ID2.2.dwg December 20, 2006 - 3:50pm ctle OLEO ADALYCompyq 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2 ENGINEERING DRAWINGS: WON Y. REFER TO MEP DRAWINGS.LIGHTING AND ELECTRICAL INFORMATION ON THIS SHEET IS FOR INFORMATION SEA TURTLE RESORT NATURAL STONE SHALL BE SEALED A MINIMUM OF 1W0 TIMES. 1 OCEAN BLVD. G4. IN TALL cRo T SEALANT AND CAU KING P R SPECIFICATIONS. ATLANTIC BEACH, FL 32233 0LL X1 G 0 A OWNER'S REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6 REFER TO CARPET SEAMING DIAGRAMS FOR CORRIDOR CARPET INSTALLATION. G7. REFER TO ID3.1 - ID3.9 FOR ENLARGED PLANS OF GUESTROOMS. PLAN NOTES — CORRIDOR Remington Dallas Hotels Inc. Pkwy, Ste 11�o Dallas, TX 75254 NEW WORK NOTES: LQ�A DALY Na ER!O PLANNING ENGINEERING K-3 �/y�p 0 y,ypy� E57.1915 405 � F1 INSTALL AXMINISTER CARPET AND PAD. DOUBLE STICK INSTALLATION. O El F2 INSTALL RUBBER TRANSITION STRIP AT DOOR TO STAIR. TRANSITION STRIP COLOR TO MATCH CARPET. 5307 E. Mockingbird Lane, Suite 400 � Dallas, TX 75206 USA I Lr Tel 214-526-1144 Fax 214-526-1411 W1 INSTALL VINYL WALLCOVERINGS. INSTALL WOOD GRAIN VENEER/ACCENT VWC AT DOOR DROPS AND GENERAL WALLCOVERING AT OTHER WALLS. PATCH HOLES WHERE SCONCES 0 WERE RELOCATED. WALL FINISH TO MATCH ADJACENT SURFACES. W2 PREPARE NEW PARTITION FOR VWC. El } W3 PATCH WALL & PNM WHERE ACCESS PANELS WERE REMOVED ON EACH K-5 I GUESTROOM/BATHROOM PLUMBING WALL AS SCHEDULED. DD-1 > DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1DD-1 DD-1 DD-1 404 wa PAINT ANY REMAINING ACCESS PANELS AS SCHEDULED. > F 428_j > 426 424 422 420 418 416 414 412F410 408F406 ax Bt INSTALL NEW PNMT GRADE WOOD BASE. > > O > > 110 O O O O O LO C1 INSTALL NEW GWB CEILING. PLANT AS SCHEDULED. INSTALL NEW ACCESS PANELS IN GWB AS REQUIRED. 0 0 0 0 0 > >0 0 0 0 0 0 o DD-3 DLIMING D D D D D O D O � O 4O3 j Ll INSTALL RECESSED WALL WASHERS FOR ARTWORK. O L2 INSTALL WALL SCONCES. J-BOXES SHALL BE LOWERED. REF 01/ID4.2 L3 INSTALL RECESSED DOWNLIGHT OVER GUESTROOM DOOR. 77 7 F2W3 F1 A15 TYP• DR1 M1 � L4 WALL SCONCE 0 THIS LOCATION SHALL BE RELOCATED TO CENTER OF WALL. � Gi wi ei CORRIDOR �2 W2 Primary Consultant Line1 0M (This is inserted on Defpoints) DR2 DR3 d DRt PLANT EXISTING STAIN GRADE ENTRY DOOR. Project ACICII'e55 DR2 PLANT ALL SERVICE AND STAIR DOORS AS SCHEDULED. Project City, State Zip D F71 D D l "f D D D El DD-3 } DR3 MODIFY EXISTING VENDING DOOR TO RESEMBLE A GUESTROOM ENTRY DOOR. RELOCATE EXISTING VENDING DOOR AS REQUIRED TO MATCH EXACT LOCATION OF GUESTROOM O O O O > O > Q O O 402 ENTRY DIRECTLY DOOR ACROSS THE CORRIDOR. INSTALL CORRIDOR DOOR CASING > CIOL>_1 D > --Jlq O O Q Q11 ON DOORJAMB AND APPLIED MOLDING ON VENDING DOOR/ CARRDOR SIDE ONLY. /> PNMT FINISH/COLOR SHALL MATCH GUESTROOM DOOR/CASING. O DR2 MILLWORK, ES & RULRES M1 INSTALL PLANT GRADE MOLDING ON GUESTROOM ENTRY DOORS. REFER TO ELEVATION. M2 INSTALL PLANT GRADE MOLDING ON CEILING. DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 KADA-3 DD-2 DD-1 M3 INSTALL PNMT GRADE CROWN MOLDING. > r 427 425 423 421 419 41� 415 413 411 409 K-5 M4 RELOCATE/REPLACE AS DIRECTED BY OWNER EXISTING FIRE EXTINGUISHER CABINETS 401 WHERE NEW SCONCE LOCATIONS THAT CONFLICT WITH EXISTING FIRE EXTINGUISHER F I DR2 CABINETS. O a MS PREPARE AND PAINT METAL FINISH ON ALL EXISTING FIRE EXTINGUISHER CABINETS. AT ANY NEW OR RELOCATED FIRE EXTINGUISHER CABINETS HANDLE OF CABINET SHALL BE INSTALLED 0 48" AFF. > > r7 O FFEt INSTALL OFCI ARTWORK AND FURNITURE. El K-3 GIMMICS 400 i G1 INSTALL OFCI GRAPHICS. FOURTH FLOOR PLAN ro-i GUESTROOM CORRIDOR PLAN- IE.�3SCALE: 1/8° = 1'-0" KEY PLAN K-3 405 0 REVISIONS 0O NO. DESCRIPTION DATE PK-5 �1 T PERMIT REVISION 12/22/06 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 0 F 404 428 > F426 424 > F422 >> 420 418 1 F 416 > F 414 > 412 > F410 1 408 1 406 > 00 > E) > ED ED > El E] > > 0 0 0 0 0 0 0 0 0 0 0 0 o DD-3 IN -49 /%, — D403 1 14 voEl � o o � o o � � o1� o � o o L-J a Do 0IE— Qi 0 4 L4 M4 Q 0 0 C1 L3 Ll M3 0 O 0 0 Q� Q�11 Lq FILE LOG e e L2 M2 e e CORRIDOR e e EQ. EQ. ACTI�q D 0 0 D 0 0 O D 0 0 O � 0 0ODD-3 0 O d O ENGINEERING (FOR INFORMATION ONLY) �� B��AV, 0 0 0 0 0 0 0LR 1 > > El o 0 402 � �w « 0 FE-1 O FED O FE-1 -11 O D D ME1 REPLACE GRILLES AND VENTS. PAINT AS SCHEDULED. � Lx-�&� ME2 RELOCATE EXISTING SCONCE/J-BOX TO LOWER LOCATION AT WALL REFER TO ELEVATION. > ME3 INSTALL NEW COVER PLATES FOR RECEPTACLES, SWITCHES, AND TELEPHONE JACKS. REFER TO GC SCHEDULE FOR COLOR OF DEVICES. sruar DD-1 > DD-1 > DD-1 > DD-1 > DD-1 DD-1 > DD-1 KADA-3 DD-2 > DD-1 427 425 423 421 419 417 415 413 411 409 ° K-5 401 I I 1. N X X X X X 1� X X X X X A A?--- ±x-y X X X 2-Y X X X yp XXXXX XXXX XXXXX xxyyyrr > 0 O El 400 1 .dRQz �s? tV2t1oG IF- FOURTH FLOOR PLAN Project No. 012-10133-000 02 CORRIDOR CEILING PLAN Dec. 22, 2006 ID2.3 SCALE: 1/8" = 1'-0" FLOOR 4 GUESTROOM CORRIDOR & FLOOR FINISH PLANS ID293 J:\012-10133-000\dwg\Guestroom\05 Arch itectural\GUESTROON\RST-ID2.3.dwg December 20, 2006 - 3:50pm ctle 0LEo A onLy company 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE Of THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2 FOR NWDRAWINGS: REFER TO MEP DRAWINGS. ON THIS SHEEP IS INFORMATION ONSEA TURTLE RESORT NATURAL STONE SHALL BE SEALED A MINIMUM OF 1W0 TIMES. 1 OCEAN BLVD. G4. IN TALL GRo T SEALANT AND CAU KING P R SPECIFICATIONS. ATLANTIC BEACH, FL 32233 C 0 LL I GC IT A OWNER'S REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6 REFER TO CARPET SEAMING DIAGRAMS FOR CORRIDOR CARPET INSTALLATION. G7. REFER TO ID3.1 - ID3.9 FOR ENLARGED PIANS OF GUESTROOMS. Remington��iaoPk�Hotels� Inc. PLAN NOTES — CORRIDOR Dallas, TX 75254 NEW WORK NOTES:NOTES: LQ�A DALYING INTERIORS TU RF � ENGINEERING EST.7915 a I FEl �1� INSTALL AXMINISTER CARPET AND PAD. DOUBLE STICK INSTALLATION. � F2 INSTALL RUBBER TRANSITION STRIP AT DOOR TO STAIR. TRANSITION STRIP COLOR TO MATCH CARPET. 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA 1 _UILMU � Tel 214-526-1144 Fax 214-526-1411 W1 INSTALL VINYL WALLCOVERINGS. INSTALL WOOD GRAIN VENEER/ACCENT VWC AT DOOR DROPS AND GENERAL WALLCOVERING AT OTHER WALLS. PATCH HOLES WHERE SCONCES WERE RELOCATED. WALL FINISH TO MATCH ADJACENT SURFACES. GRISHAM SUITE W2 PREPARE NEW PARTITION FOR VWC. S-1 t W3 PATCH WALL & PNM WHERE ACCESS PANELS WERE REMOVED ON EACH GUESTROOM/BATHROOM PLUMBING WALL AS SCHEDULED. DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 K-1 DD-1 DD-1 K-1 DD-1> > DD-1 505 wa PAINT ANY REMAINING ACCESS PANELS AS SCHEDULED. 528 > 528 524 522F520 518 516 514 512 510 508F506 BASE B1 INSTALL NEW PLANT GRADE WOOD BASE. O O O O O O O D > O O O C1 INSTALL NEW GWB CEILING. PNM AS SCHEDULED. ra INSTALL NEW ACCESS PANELS IN GWB AS REQUIRED. 0 0 0 0 0 0 0 0 0 0 01 10 K-5 O D O � � � � � � (� � 503 j Ll INSTALL RECESSED WALL WASHERS FOR ARTWORK. L2 INSTALL WALL SCONCES. J-BOXES SHALL BE LOWERED. REFER 01/ID4.2 W3 F1 M5 L3 INSTALL RECESSED DOWNLIGHT OVER GUESTROOM DOOR. F2 �� W� B� DR1 M1 01TYP. FIFE L4 WALL SCONCE A THIS LOCATION SWELL BE RELOCATED TO CENTER OF WAIL.. prima Consultant Linel �2 CORRIDOR V.2 DR3 W2 L5 INSTALL NEW SCONCE 0 RELOCATED J-BOX LOCATION AT ROOM 500 (EXISTING is inserted on Defpoints) ISTIN6 DOOR IS Primary CENTERED IN CORRIDOR AND SHALL BE RELOCATED TO SIDE, AS SHOWN, FOR NEW Q SCONCE AND SIGNAGE.) Project Address > -71- J > > > > C F- > El K-4 Project City, State Zip O O O O O> > e O O Q O O 502 � DRPLANT EXISTING/ STAIN GRADE ENTRY DOOR. DR2 PLANT ALL SERVICE AND STAIR DOORS AS SCHEDULED. O �102] D I[IIO O O O DR3 MODIFY EXISTING VENDING DOOR TO RESEMBLE A GUESTROOM ENTRY DOOR. RELOCATE > CIE) EXISTING VENDING DOOR AS REQUIRED TO MATCH EXACT LOCATION OF GUESTROOM p ENTRY DIRECTLY DOOR ACROSS THE CORRIDOR. INSTALL CORRIDOR DOOR CASING It DR2 ON DOORJAMB AND APPLIED MOLDING ON VENDING DOOR/ CORRDOR SIDE ONLY. PLANT FINISH/COLOR SWUl MATCH GUESTROOM DOOR/CASING. DD-1 > K-2 DD-2 DD-1 > DD-1 DD-1 DD-1 KADA-4 DD-2 DD-1O II 527 F525 523 521 519 517 515 513 511 F509 II M1 INSTALL PLANT GRADE MOLDING ON GUESTROOM ENTRY DOORS. REFER TO ELEVATION. M2 INSTALL PNMT GRADE MOLDING ON CEILING. DR2 � M3 INSTALL PLANT GRADE CROWN MOLDING. O M4 RELOCATE/REPLACE AS DIRECTED BY OWNER EXISTING FIRE EXTINGUISHER CABINETS WHERE NEW SCONCE LOCATIONS THAT CONFLICT WITH EXISTING FIRE EXTINGUISHER CABINETS. MS PREPARE AND PAINT METAL FINISH ON ALL EXISTING FIRE EXTINGUISHER CABINETS. > I L > > L > AT ANY NEW OR RELOCATED FIRE EXTINGUISHER CABINETS HANDLE OF CABINET O p SHALL BE INSTALLED @ 48" AFF. $-2 500 1 FFE1 INSTALL OFCI ARTWORK AND FURNITURE. GRAPHICS G1 INSTALL OFCI GRAPHICS. FIFTH FLOOR PLAN ro-i GUESTROOM CORRIDOR PLAN ID2.4 SCALE: 1/8" = 1'-0" KEY PLAN 0Lr > > > -iiiit> i REVISIONS GRISHAM SUITE NO. DESCRIPTION 110N oo S-1 1 D PERMIT REVISION 12/22/06 DD-1 DD-1 DD-1 DD-1 DD-1 DD-1 K-1 DD-1 DD-1 K-1 > DD-1 DD-1 505 528 528 >> 524 > 522 > 520 > 518 516 > 514 > 512 > F510 > 508 F506 Q. Q. O O D O D O O O O 0 01 > 10 GE > 10 > 0 :10 (01 > 10 01 10 (01 10 Ls K-5 El 503L= i j o LLLJ0 o � o o O � o o O � o o O o 0 o O 0 Q Q L4 M4 O O C1 L3L1 M3 p p 0 O Q' EQ• L4 FILE LOG e e L2 M2 a CORRIDOR e e EQ. EQ. ° ACTIVITY BY L--J- > L4 ° ENGINEERING (FOR INFORMATION ONLY) K�� 0 0 0 0 0 0 o p o 0] > L L-J. > F- El 502 � Design AV,LR Draw « > CID0 O O D O D D ME1 REPLACE GRILLES AND VENTS. PAINT 0.S SCHEDULED. ask ix,Kc6uc ME2 RELOCATE EXISTING SCONCE/J—BOX TO LOWER LOCATION AT WALL. REFER TO ELEVATION. � ME3 INSTALL NEW COVER PLATES FOR RECEPTACLES, SWITCHES, AND TELEPHONE JACKS. REFER TO GC SCHEDULE FOR COLOR OF DEVICES. STAA1P DD 7' 525 DD-3 DD 11 DD 91 5171 D5 51 KA5 3 4 DDJ > 1 -2 509, ° El II i f � 0 A \/on - W U L >1 S-2 s4.t92.te37 500 FIFTH FLOOR PLAN K`6�2CORRIDOR CEILING PLAN Project No. 012-10133-000 ID2.4 SCALE: 1/8" = 1'-0" Dec. 22, 2006 FLOOR 5 GUESTROOM CORRIDOR & FLOOR FINISH PLANS D2 .4 J:\012-10133-000\dwg\Guestroom\05 Architectural\GUESTROOM\RST-IDZ.4.dwg December 20, 2006 - 3:50pm ctle OLEO ADALYCompany 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2 FORNEERING DRAWINGS: LIGHTING AND NFORMATION ONLY. REFER TO MEP DRAWINGS.ELECTRICAL INFORMATION ON THIS SHEEP IS SEA TURTLE RESORT NATURAL STONE SHALL BE SEALED A MINIMUM OF TWO TIMES. 1 OCEAN BLVD. G4. INT GROUT S T AND CAU ING P R SPECIFICATIONS.-) ATLANTIC BEACH, FL 32233 0 C 0 I G C OWNER'S REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6 REFER TO CARPET SEAMING DIAGRAMS FOR CORRIDOR CARPET INSTALLATION. G7. REFER TO ID3.1 - ID3.9 FOR ENLARGED PLANS OF GUESTROOMS. Remington a�iaoPkNHotels� Inc. PLAN NOTES - CORRIDOR Dallas, TX 75254 NEW WORK NOTES: I.QJA DALY PLANNING ARCHITECTURE ENGINEERING INTERIORS K-3 /y�p 6 n, app EST.1915 605 I Ft INSTALL AXMINI5fER CARPET AND PAD. DOUBLE STICK INSTALLATION. O El � F2 INSTALL RUBBER TRANSITION STRIP AT DOOR TO STAIR. TRANSITION STRIP COLOR TO MATCH CARPET. 5307 E. Mockingbird Lane, Suite 400 � Dallas, TX 75206 USA 181a Tel 214-526-1144 Fax 214-526-1411 W1 INSTALL VINYL WALLCOVERINGS. INSTALL WOOD GR/UN VENEER/ACCENT VWC AT DOOR_U U I DROPS AND GENERAL WALLCOVERING AT OTHER WALLS. PATCH HOLES WHERE SCONCES 0 � WERE RELOCATED. WALL FINISH TO MATCH ADJACENT SURFACES. W2 PREPARE NEW PARTITION FOR VWC. El W3 PATCH WALL k PAINT WHERE ACCESS PANELS WERE REMOVED ON EACH K-5 T GUESTROOM/BATHROOM PLUMBING WALL AS SCHEDULED. K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 604 W4 PAINT ANY REMAINING ACCESS PANELS AS SCHEDULED. 628 626 [-624 > 622 >> 620 ] > F618 F 616 [-614 > F612 > 610 > 608 606 B6� 61 INSTALL NEW PLANT GRADE WOOD BASE. COUNG O D O O O O O O O O C1 INSTALL NEW GWB CEILING. PLANT AS SCHEDULED. INSTALL NEW ACCESS PANELS IN GWB AS REQUIRED. 00 0 0 K-5 0 0 0 0 0 0 0 o UGHTM (7603 L= l L1 INSTALL RECESSED WALL WASHERS FOR ARTWORK. L2 INSTALL WALL SCONCES. J-BOXES SHALL BE LOWERED. REF 01/ID4.2 � L3 INSTALL RECESSED DOWNLIGHT OVER GUESTROOM DOOR. W3 F1 M5 Typ, FFE L4 WALL SCONCE 0 THIS LOCATION SHALL BE RELOCATED TO CENTER OF WALL F2 F� G1 w1 B1 DR1 M1 CORRIDOR �� Primary Consultant Line1 W2 � (This is inserted on Defpoints) D� <DR>3 d DR1 PAINT EXISTING STAIN GRADE ENTRY DOOR. Project Address O � � � � D D D D D O El K-5 DR3 MODIFYEXISTINGEXISTINT ALL NCVE DNGE AND TDOORAIR TO E RESEMORS AS BLE GUESTROOM ENTRY DOOR. RELOCATE Project City, State Zip -] EXISTING VENDING DOOR AS REQUIRED TO MATCH EXACT LOCATION OF GUESTROOM O O O O O O 4O O O O 602 ENTRY DIRECTLY DOOR ACROSS THE CORRIDOR. INSTALL CORRIDOR DOOR CASING Oi, O FO > ---D1 FO FO0 O > — I> IQIF I I ON DOORJAMB AND APPLIED MOLDING ON VENDING DOOR/ CORRDOR SIDE ONLY. PAINT FINISH/COLOR SHALL MATCH GUESTROOM DOOR/CASING. O DR2 M1 INSTALL PAINT GRADE MOLDING ON GUESTROOM ENTRY DOORS. REFER TO ELEVATION. M2 INSTALL PLANT GRADE MOLDING ON CEILING. K-1 > K-1 K-1 > K-1 > K-1 > K-1 K-1 > KADA-1 > K-1 K-1 M3 INSTALL PLANT GRADE CROWN MOLDING. 627 F625 623 621 619 617 615 613 611 609 K-5 M4 RELOCATE/REPLACE AS DIRECTED BY OWNER EXISTING FIRE EXTINGUISHER CABINETS 6O� WHERE NEW SCONCE LOCATIONS THAT CONFLICT WITH EXISTING FIRE EXTINGUISHER O DR2 CABINETS.Q M5 PREPARE AND PLANT METAL FINISH ON ALL EXISTING FIRE EXTINGUISHER CABINETS. 0 AT ANY NEW OR RELOCATED FIRE EXTINGUISHER CABINETS HANDLE OF CABINET SHALL BE INSTALLED 0 48" AFF. O O FFEt INSTALL OFCI ARTWORK AND FURNITURE. � K-3 f c1ISNSTALI OFCI GRAPHICS. 600 SIXTH FLOOR PLAN ro-i GUESTROOM CORRIDOR PLAN- �.5 SCALE: 1/8" = 1'-0" KEY PLAN K-3 El605 Lrm�o > ILI'>Ly > > > O i 0 REVISIONS 0 0 NO. DESCRIPTION DALE � K-5 I �1 PERMIT REVISION 12/22/06 K-1 > K-t > K-1 > K-1 > K-1 K-1 > K-1 K-1 > K-1 K-1 K-1 K-1 > 0 604 628 > 626 1 > F-624 I > 622 >> r 620 > 1 618 1 616 > 614 > 612 610 F608 F606 1110 > 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o K-5 i > 603 0 0 0l::J� 0 0 0 0 0 0 0 0 0 � 2-01 L4 M4 0 0 C1 L3 o CORRIDOR o 0 0 o QEQL4 FILE LOG e e L2 MZ a M3 e e EQ. EQ. L4 Arnim BY 0 0 '> > > = ° ENGINEERING ( FOR INFORMATION ONLY) 0 0 0 00 0 0 0 0 602 I a « 0 ,� 0 L� L>JI F ]IL RD 1111 Ell 0 El L> >/ ME1 REPLACE GRILLES AND VENTS. PLANT AS SCHEDULED. cnweak isc,Kc a uc ME2 RELOCATE EXISTING SCONCE/J—BOX TO LOWER LOCATION AT WALL REFER TO ELEVATION. > > A ME3 INSTALL NEW COVER PLATES FOR RECEPTACLES, SWITCHES, AND TELEPHONE JACKS. REFER TO GC SCHEDULE FOR COLOR OF DEVICES. STAMP K-1 > K-1 K-1 K-1 K-1 K-1 K-t KADA-1 K-1 K-1 627 625 623 621 619 617 615 613 611 609 ° K-5 601 O O + 0 0 El K-3 1 dR92.&37 600 --71 Project No. 012-10133-000 SIXTH FLOOR PLAN Dec. 22, zoob K`6�2CORRIDOR CEILING PLAN �.5SCALE: 1/8" = 1'-0" FLOOR 6 GUESTROOM CORRIDOR & FLOOR FINISH PLANS ID2 * 5 J:\012-10133-000\dwg\Guestroom\05 Arch itectural\GUESTROOM\RST-ID2.5.dwg December 20, 2006 - 3:50pm ctle QLEO ADALYCompany 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2. ENGINEERING DRAWINGS: LIGHTING AND ELECTRICAL INFORMATION ON THIS SHEEP IS SEA TURTLE RESORT FOR INFORMATION ONLY. REFER TO MEP DRAWINGS. 1 OCEAN BLVD. L NATURAL STONE SHALL BE SEALED A MINIMUM OF TWO TIMES. G4. INSTALL GROUT SEALANT AND CAU ING PER SPECIFICATIONS. ATLANTIC BEACH, FL 32233 0 0 LL I I IGC I OWNER'S REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6 REFER TO CARPET SEAMING DIAGRAMS FOR CORRIDOR CARPET INSTALLATION. G7. REFER TO ID3.1 — ID3.9 FOR ENLARGED PLANS OF GUESTROOMS. Remington esO kHotels� Inc.l DaIfa PLAN NOTES CORRIDOR Dallas, TX 75254 PLANNEW WORK NOTES: LeD A DALY INTEING RIO S'NCE K-3 a /ND L7 EST.1915 705 � FIM EST. F1 INSTALL AXMINISTER CARPET AND PAD. DOUBLE STICK INSTALLATION. El F2 INSTALL RUBBER TRANSITION STRIP AT DOOR TO STAIR. TRANSITION STRIP COLOR TO 5307 E. Mockingbird Lane, Suite 400 O MATCH CARPET. Dallas, TX 75206 USA P17 WAIj0 Tel 214-526-1144 Fax 214-526-1411 W1 INSTALL VINYL WALLCOVERINGS. INSTALL WOOD GRAIN VENEER/ACCENT VWC AT DOOR ODROPS AND GENERAL WALLCOVERING AT OTHER WALLS. PATCH HOLES WHERE SCONCES Q WERE RELOCATED. WALL FINISH TO MATCH ADJACENT SURFACES. O � W2 PREPARE NEW PARTITION FOR VWC. W3 PATCH WALL & PNM WHERE ACCESS PANELS WERE REMOVED ON EACH K-4 GUESTROOM/BATHROOM PLUMBING WALL AS SCHEDULED. K-1 > K-1 > K-1 > K-1 > K-1 > K-1 > K-1 K-1 > K-1 K-1 > K-1 K-1 704 W4 PAINT ANY REMAINING ACCESS PANELS AS SCHEDULED. > F 728 > F 726 1 724 1 > 722 720 > 718 F 716 714 > 712 J > F710 J > 708-1 F706 B6SE 81 INSTALL NEW PLANT GRADE WOOD BASE. O O O O O O O O O C1�INSTALL NEW GWB CEILING. PLANT AS SCHEDULED. INSTALL NEW ACCESS PANELS IN GWB AS REQUIRED. 00 0 0 0 0 0 0 0 0 0 o K-4 > E.O D O D =aD � 1 .= � � O � LEl703 � L1�INSTALL RECESSED WALL WASHERS FOR ARTWORK. �i �L= L2 INSTALL WALL SCONCES. J-BOXES SHALL BE LOWERED. REF 01/ID4.2 W3 F1 M5 U L3 INSTALL RECESSED DOWNUGHT OVER GUESTROOM DOOR. F2 � �� W� B� �'� DR1 M1 CORRIDOR 01 gyp, � L4 WALL SCONCE A THIS LOCAl10N SHALL. BE RELOCATED TO CENTER OF WALL Primary Consultant Line1 D12 W2 °� DR3 � (This is inserted on Defpoints) LWL (� d OR1 PNMT EXISTING STNN GRADE ENTRY DOOR. Project Address � L-J. � � � K-4 DR2 PNMT ALL SERVICE AND STAIR DOORS AS SCHEDULED. Project City, State Zlp DR3 MODIFY EXISTING VENDING DOOR TO RESEMBLE A GUESTROOM ENTRY DOOR. RELOCATE O • O O O O • O I \fO O O O 702 � ENTRY NDIRE�CiLY DOOR ACROSSDING DOOR AS QTHIEED TO CORRIDOR. HNST�ALL CORRIDOR DOOR CASCT LOCATION OF ING O O O O O O /� ON DOORJAMB AND APPLIED MOLDING ON VENDING DOOR/ CORRDOR SIDE ONLY. > 10 1 PNMT FINISH/COLOR SHALL MATCH GUESTROOM DOOR/CASING. O DR2 M1 INSTALL PLANT GRADE MOLDING ON GUESTROOM ENTRY DOORS. REFER TO ELEVATION. M2 INSTALL PLANT GRADE MOLDING ON CEILING. K-1 K-t > K-1 K-1 > K-1 K-t > K-1 KADA-1 K-1 K-t M3 INSTALL PLANT GRADE CROWN MOLDING. > F 727 X25 723 X21 719 71� 715 X13 X11 ��9 K-4 M4 RELOCATE/REPLACE AS DIRECTED BY OWNER EXISTING FIRE EXTINGUISHER CABINETS 7O1 WHERE NEW SCONCE LOCATIONS THAT CONFLICT WITH EXISTING FIRE EXTINGUISHER DR2 Q � M5 PREPARE AND PAINT METAL FINISH ON ALL EXISTING FIRE EXTINGUISHER CABINETS. OA AT ANY NEW OR RELOCATED FIRE EXTINGUISHER CABINETS HANDLE OF CABINET > > > > > > > > > > > SHALL BE INSTALLED 0 46" AFF. > > [> RJRNMEE ART & ACCESSORIES W J Di QEl GRAINICS fFE1 INSTALL OFCI ARTWORK AND FURNITURE. K-3 i G1 INSTALL OFCI GRAPHICS. 700 SEVENTH FLOOR PLAN (*`o�iGUESTROOM CORRIDOR PLAN- '\EY SCALE: 1/8" = 1'-0" KEY PLAN K-3 705 I olImiiiiiii, =J 0 O i 0 REVISIONS > > > > > > > > o O NO. DESCRIPTION DALE El01 K-4 T PERMIT REVISION 12/22/06 K-1 > K-1 > K-1 > K-1 > K-1 > K-1 > K-1 K-1 > K-1 K-1 > K-1 K-1 0 704 — 728 726 724 722 720 718 716 714 712 710 708 706 > > > > > > 0> > > > > 0 o a o a o 0 > > o - 00 0 0 0 0 0 0 0 0 0 o K-4 El 703 ` o o o = 0 0 0 o 4# o =121F o a o o � o a 00 — L4 M4 0 O Ct L3 Lt M3 Q p p Q Q' EQ' L4 FILE LOG e e � M2 a CORRIDOR e e EQ. EQ. ME4 ACTIVITY BY ° 0 0 0 0 > 0 0 0 0 0 1 °> > > > L> = > F L-i > > ENGINEERING ( FOR INFORMATION ONLY) �� K�� 00 0 0 0 0 o p o 0 702 Draw p� «"`R - - 0 > F FE-1 I --Iq �fff7 Li UJIF El El i i i i i IIEZ 1 10 11 F-Ifiq '> ME1 REPLACE GRILLES AND VENTS. PLANT AS SCHEDULED. `heck LSC,KC&L` > > > � ME2 RELOCATE EXISTING SCONCE/J-BOX TO LOWER LOCATION AT WALL. REFER TO ELEVATION. ME3 INSTALL NEW COVER PLATES FOR RECEPTACLES, SWITCHES, AND TELEPHONE JACKS. STAMP � �� REFER TO GC SCHEDULE FOR COLOR OF DEVICES. K-1 > K-1 K-1 - K1 K-1 - K1 K-1 - KADA1 K-1 K-1 727 725 723 721 719 717 715 713 711 709 ° K-4 E I 701 O o D L n 0-------"Axxxx x -vtxxxxx0yyy)(y?r xxxxx xxx-x xr "Yxx )<YYY 0 -xx1/xx/x/y\ O � K-3 fLRg2G37 2#1/o;o Project No. 012-10133-000 SEVENTH FLOOR PLAN Dec. 22, Zoob 02 CORRIDOR CEILING PLAN �11)2.6,fSCALE: 1/8" = 1'-0" FLOOR 7 GUESTROOM CORRIDOR & FLOOR FINISH PLANS D2 . 6 J:\012-10133-000\dwg\Guestroom\05 Mchitectural\GUESTROOM\RST-ID2.6.dwg December 20, 2006 - 3:50pm ctle 0LEO A DALY Company 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2 ENGINEERING wLY. LIGHTING AND REFER T MEP DRAWINGS INFORMATION ON THIS SHEET IS FOR INFORMATION O SEA TURTLE RESORT LL NATURAL STONE SHALL BE SEALED A MINIMUM OF TWO TIMES. 1 OCEAN BLVD. G4. INSTALL GROUT SEALANT AND CAULKING PER SPECIFICATIONS. ATLANTIC BEACH, FL 32233 C 0 LL 1 0 OWNER'S REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6 REFER TO CARPET SEAMING DIAGRAMS FOR CORRIDOR CARPET INSTALLATION. G7. REFER TO ID3.1 - ID3.9 FOR ENLARGED PLANS OF GUESTROOMS. PLAN NOTES — CORRIDOR Remington o�aoPk� Hotels�onc. Dallas, TX 75254 ING NEW WORK NOTES: ARCHITECTURE DALY NTERIO S'NCE (ypm EST.1915 F1 INSTALL AXMINISTER CARPET AND PAD. DOUBLE STICK INSTALLATION. F2 INSTALL RUBBER TRANSITION STRIP AT DOOR TO STAIR. TRANSITION STRIP COLOR TO MATCH CARPET. 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA K-3 WMIS Tel 214-526-1144 Fax 214-526-1411 W1 INSTALL VINYL WALLCOVERINGS. INSTALL WOOD GR/UN VENEER/ACCENT VWC AT DOOR 805 ` DROPS AND GENERAL WALLCOVERING AT OTHER WALLS. PATCH HOLES WHERE SCONCES Q WERE RELOCATED. WALL FINISH TO MATCH ADJACENT SURFACES. � W2 PREPARE NEW PARTITION FOR VWC. JJ y x X-X-1 =;Kyy Y y W3 PATCH WALL & PAINT WHERE ACCESS PANELS WERE REMOVED ON EACH > > > > > > JU A GUESTROOM/BATHROOM PLUMBING WALL AS SCHEDULED> 000�L>LOF— > > '7L . F > > > > > > > > W4 PAINT ANY REMAINING ACCESS PANELS AS SCHEDULED. > > > > > > > > > > > El O O K-4 ' 81� INSTALL NEW PAINT GRADE WOOD BASE. > > > > > > > > > 9K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 804 F828 826 824 822 820 818 816 814 812 81 O 808 806 Chi �INSTALL NEW cwe CEILING. PAINT AS SCHEDULED. INSTALL NEW ACCESS PANELS IN GWB AS REQUIRED. L1 INSTALL RECESSED WALL WASHERS FOR ARTWORK. L2 INSTALL WALL SCONCES. J-BOXES SHALL BE LOWERED. REF 01/ID4.2 O O O O O O D D O O L3 INSTALL RECESSED DOWNLIGHT OVER GUESTROOM DOOR. O OO O O O O O O O O O K-4 L4 WALL SCONCE O THIS LOCATION SHALL BE RELOCATED TO CENTER OF WALL primary Consultant Line1 Mel $03 ! noon is is inserted on Defpoints) DR1 PAINT EXISTING STAIN GRADE ENTRY DOOR. Pro ect Address � DR2 PNM ALL SERVICE AND STAIR DOORS AS SCHEDULED. Project City, State Zip W3 F1 MSLl DR3 MODIfY D(ISTING VENDING DOOR TO RESEMBLE A GUESTROOM ENTRY DOOR. RELOCATE F2 � G1 W1 61 �' DR1 Mt CORRIDOR ��V.2 �' � EXISTING VENDING DOOR AS REQUIRED TO MATCH EXACT LOCATION Of GUESTROOM W2 ENTRY DIRECTLY DOOR ACROSS THE CORRIDOR. INSTALL CORRIDOR DOOR CASING DR2 <e> O ON DOORJAMB AND APPLIED MOLDING ON VENDING DOOR/ CORRDOR SIDE ONLY. O D D D D D O D O D K-4 PAINT FlNISH/COLOR SFU�LL MATCH GUESTROOM DOOR/CASING. — O O O O O O > O O O M1 INSTALL PAINT GRADE MOLDING ON GUESTROOM ENTRY DOORS. REFER TO ELEVATION. M2 INSTALL PRIM GRADE MOLDING ON CEILING. > CIE] F il CIE] F- Ei 11 �E] I- ..F--E:IIR JIF- M3 INSTALL PAINT GRADE CROWN MOLDING. 0 M4 RELOCATE/REPLACE AS DIRECTED BY OWNER EXISTING FIRE EXTINGUISHER CABINETS WHERE NEW SCONCE LOCATIONS THAT CONFLICT WITH EXISTING FIRE EXTINGUISHER DR2 CABINETS. M5 PREPARE AND PAINT METAL FINISH ON ALL EXISTING FIRE EXTINGUISHER CABINETS. K-1 K-1 K-1 K-1 K-1 K-1 K-1 KADA-1 K-1 K-1 O II AT ANY NEW OR RELOCATED FIRE EXTINGUISHER CABINETS HANDLE OF CABINET 827 $25 F823 $21 819 $17 F815 813 811 $09 SHALL BE INSTALLED A 48" AFF. FllRMIIME. ART h AOCES90RES DR2 fFE1 INSTALL OFCI ARTWORK AND FURNITURE. 0 G1 INSTALL OfCI GRAPHICS. ±7x-X X XXXXX 71AXXXXXXXXX ±-X77XXXXXXyyr �Xlx Ld El s-2 800 t EIGHTH FLOOR PLAN (**-o�iGUESTROOIVI CORRIDOR PLAN. KEY PLAN K-3 El 805 O � > > > > > 0O K-4 f K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 0 804 REVISIONS F828 826 824 822 820 818 816 814 812 810F808 806 NO. DFSOtW110N DALE �1 PERMIT REVISION 12/22/06 > > 0 0 0 0 0 0 0 0 0 0 fi 0 0 0 0 0 0 0 0 0 0 o K-4 - 0 0 0 0 0Lui ir Q Q L4 M4 O O C1 L3 L1 M3 G G EQ. EQ. ME4 L4 e e L2 M2 a CORRIDOR e e - 0 0 0 0 0 0 0 0 0 0 0 0 � � � 0 � � � � = > El K-4 0 0 00 0 0 0 � o :10 8�2 � FILE LOG 0 > FE-31 > 11FE-1 -1 -F7ffJ >/ > FE—I -]'.L'>J F 1:1 > L > > o ENGINEERING (FOR INFORMATION ONLY) anager KAChavez Draw CL K-1 > K-1 K-1 K-1 K-1 K-1 K-1 KADA-1 K-1 K-1 II ME1 REPLACE GRILLES AND VENTS. PAINT AS SCHEDULED. Check LSC,KC&LR 827 825 823 821 819 $17 F815 813 811 809 0 F-1II ME2 RELOCATE EXISTING SCONCE/J-BOX TO LOWER LOCATION AT WALL REFER TO ELEVATION. > > > > > 7/7- ME3 INSTALL NEW COVER PLATES FOR RECEPTACLES, SWITCHES, AND TELEPHONE JACKS. REFER TO GC SCHEDULE FOR COLOR OF DEVICES. srAnw d -:ql X X X y W r A M /> :Ixxxxxxxxx XXXXX X X X7-7 X X X X X Xr XXXXXXXXX X X X: > CO) Ld � s-2 $oo � Ait92teS7 12�s�lo 6 EIGHTH FLOOR PLAN ('-6�2CORRIDOR CEILING PLAN- Project No. 012-10133-000 ID2.7 SCALE: 1/8" = 1'-0" Dec. 22, 2006 FLOOR 8 GUESTROOM CORRIDOR & FLOOR FINISH PLANS ID2 * 7 J:\012-10133-000\dwg\Guestroom\05 Arch itectural\GUESiR00M\RST-ID2.7.dwg December 20, 2006 - 3:50pm ctle OLEO ADALYCompany 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2. ENGINEERING DRAWINGS: LIGHTING AND ELECTRICAL INFORMATION ON THIS SHEET IS SEA TURTLE RESORT FOR INFORMATION ONLY. REFER TO MEP DRAWINGS. LL NATURAL STONE SHALL BE SEALED A MINIMUM OF TWO TIMES. 1 OCEAN BLVD. G4. INT GROUT SEALANT AND CAULKING PER SPECIFICATIONS. ATLANTIC BEACH, FL 32233 5. 0 C 0 H L R I TI G C 1 0 0 1 OWNER'S REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6 REFER TO CARPET SEAMING DIAGRAMS FOR CORRIDOR CARPET INSTALLATION. G7. REFER TO ID3.1 - ID3.9 FOR ENLARGED PLANS OF GUESTROOMS. Remin ton Hotels Inc. 14185 Da§as Pkwy, Ste 11 X50 PLAN NOTES — CORRIDOR Dallas, TX 752540,011 PLANNING NEW WORK NOTES: LEDA DALY ARCHITECTURE ENGINEERING INTERIORS FUM EST.1915 F1 INSTALL AXMINISTER CARPET AND PAD. DOUBLE STICK INSTALLATION. F2 INSTALL RUBBER TRANSITION STRIP AT STAIR. TRANSITION STRIP COLOR TO MATCH CARPET 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA o O W1 INSTALL VINYL WALLCOVERINGS. INSTALL WOOD GRAIN VENEER/ACCENT VWC AT DOOR Tel 214-526-1144 Fax 214-526-1411 WC-02 DROPS AND GENERAL WALLCOVERING AT OTHER WALLS. PATCH HOLES WHERE SCONCES WERE RELOCATED. WALL FINISH TO MATCH ADJACENT SURFACES. � . — . — . — . — . — .— . — . — ' — . — . — . — . — — . - - . — . — . - -- . — . — . — . — . — . � F W2 PREPARE NEW PARTITION FOR VWC. O O 1 1 1 1 1 1 1W3 PATCH WALL & PAINT EXISTING ACCESS OPENING PANELS ON EACH — — — — — — — — — — — — — — — — . . . . . . . . . . . . . . . . . . — — — — — — GUESTROOM f BATHROOM PLUMBING WALL AS SCHEDULED. 6" Bi INSTALL NEW PAINT GRADE WOOD BASE. O 1 V 3 EQ. EQ. F2 C1 INSTALL NEW GWB CEILING. PAINT AS SCHEDULED. INSTALL NEW ACCESS PANELS IN GWB AS REQUIRED. LrMNG C1 L3 L2 M2 L1 INSTALL RECESSED WALL WASHERS FOR ARTWORK. EL=7'-4" 00 L2 INSTALL WALL SCONCES. J-BOXES SHALL BE LOWERED. REF. 01/ID4.2 02 DR2 L3 INSTALL RECESSED DOWNLIGHT OVER GUESTROOM DOOR. y ME2 o L1 M3 WC-02 L4 WALL SCONCES 0 THIS LOCATION SHALL BE CENTERED ON WALL. 1 N DR1 PAINT EXISTING, STAIN GRADE ENTRY DOOR. Primary Consultant Line1 — — — — — — — — — — — — — — — — — — — DR2 PAINT ALL SERVICE AND STAIR DOORS AS SCHEDULED. (This is inserted on Defpoints) D DR3 EXISTING VENDING DOOR SHALL RESEMBLE A GUESTROOM ENTRY DOOR. RELOCATE Project Address O a I O EXISTING VENDING DOOR AS REQUIRED TO MATCH EXACT LOCATION OF GUESTROOM Project City, State Zip L - — - — - — - — - — -— - — - — - — - — - — - — — - — - — - — — — — — — — — A `— ENTRY DIRECTLY DOOR ACROSS THE CORRIDOR. (INSTALL FIRE-RATED GYP. BOARD O O PARTITION AS REQUIRED FOR RELOCATED DOOR.) INSTALL CORRIDOR DOOR CASING ON DOORJAMB AND APPLIED MOLDING ON VENDING DOOR/ CORRDOR SIDE ONLY. EQ. PAINT FINISH/COLOR SHALL MATCH GUESTROOM DOOR/CASING. F DOOR (TYP.) WC-03 M1 INSTALL PAINT GRADE MOLDING ON GUESTROOM ENTRY DOORS. REFER TO ELEVATION. M2 INSTALL PAINT GRADE MOLDING ON CEILING. M3 INSTALL PAINT GRADE CROWN MOLDING. 01 ENLARGED CORRIDOR RCP PLAN TYP. rO2 ENLARGED CORRIDOR PLAN TYP M4 RELOCATE EXISTING FIRE EXTINGUISHER CABINETS AT NEW SCONCE LOCATIONS THAT CONFLICT WITH EXISTING FIRE EXTINGUISHER CABINETS (I.E. ADJACENT STAIRS IN (D2.8 SCALE: 1/2" = 1'-0" ID2.8 SCALE: 1/2" = 1'-0" CORRIDOR). VERIFY IN FIELD EXISTING CONDITIONS. M5 PREPARE AND PAINT METAL FINISH ON ALL EXISTING FIRE EXTINGUISHER CABINETS. AT ANY NEW OR RELOCATED FIRE EXTINGUISHER CABINETS HANDLE OF CABINET SHALL BE INSTALLED 0 48" AFF. F MNff R- ART & ACCESMES FFE1 INSTALL OFCI ARTWORK AND FURNITURE. GRAPHES G1 INSTALL OFCI GRAPHICS. 0 1 0 0 U 0 0 WC-03 COR-400-LT we-02 we-02 cc KEY PLAN COR-100-CG O Y. a 01 TYP. ID4.2 D FFE COR-701-MR 0 WC-02 W2 ALIGN, TYP. WC-03 WC-02 0 DR3 CI, 3 REVISIONS 0 NO. DESCRIPTION DATE 11 PERMIT REVISION 12/22/06 i will 0 O FILE LOG N O 1 ACTIVITY BY 03 ENLARGED CORRIDOR PLAN TYP. 3 ENGINEERING ( FOR INFORMATION ONLY KAC�� ID2.8 SCALE: 1/2" = 1'-0" Design AV,LR Draw CL C) ME1 REPLACE GRILLES AND VENTS. PAINT AS SCHEDULED. Check LSC,KC&LR DR2 3 ME2 RELOCATE EXISTING SCONCE/J-BOX TO LOWER LOCATION AT WALL. REFER TO ELEVATION. ME3 INSTALL NEW COVER PLATES FOR RECEPTACLES, SWITCHES, AND TELEPHONE JACKS. REFER TO GC SCHEDULE FOR COLOR OF DEVICES. STAMP r A9,92067 1zl;U10ro O V 3 DR2 LEGEND Project No. 012-10133-000 Dec. 22, 2006 WC-03 R = REMOVED E = EXISTING 0 FLOOR 2-8 N = NEW ENLARGED CORRIDOR PLANS NEW WALL 1D2e8 J:\012-10133-000\dwg\Guestroom\05 Arch itectural\GUESTROOM\RST-ID2.8.dwg December 20, 2006 - 3:50pm ctle 0 LEO A DALY Company 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2. ENGINEERING DRAWINGS: LIGHTING AND ELECTRICAL INFORMATION ON THIS SHEET IS SEA TURTLE RESORT FOR INFORMATION ONLY. REFER TO MEP DRAWINGS. 1 OCEAN BLVD. G3. ALL NATURAL STONE SHALL BE SEALED A MINIMUM OF TWO TIMES. ATLANTIC BEACH, FL 32233 G4. INSTALL GROUT, SEALANT AND CAULKING PER SPECIFICATIONS. G5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS & NOTIFY OWNER'S REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6. INSTALL )�" THICK CEMENT BOARD OVERLAY FOR ALL EXISTING WALLS RECEIVING NEW TILE BEHIND PLUMBING FIXTURES AND NEW SHOWER AND/OR TUB LOCATIONS. Reminton Hotels Inc. 14185 Da§as Pkwy, Ste 11 X50 Dallas, TX 75254 PLAN NOTES - KING ( K - 1 & K - 2 ING NEW = NOTES: ARCHI INTECTURE ENGINEERING QJESM —_MU ' LeD A DALY INTERIORS npm EST.1915 1/F1 INSTALL NEW CARPET AND PAD. STRETCH IN METHOD. 5307 E. Mockingbird Lane, Suite 400 1/F2 INSTALL NEW STONE TILE AT ENTRY AREA & CLOSET. REFER TO FLOOR Dallas, TX 75206 USA PLAN FOR FLOOR TILE PATTERN. NOTE THAT TILE CONTINUES INTO BATH.& CLOSET. INSTALL TILE UNDER COFFEE BAR. Tel 214-526-1144 Fax 214-526-1411 1/F3 INSTALL STONE THRESHOLD AT ENTRY. REFER TO DETAIL. 1/F4 INSTALL NEW METAL TRANSITION STRIP AT CARPET TO HARD SURFACE. REFER TO DETAIL. 1/F5 CENTER OF NEW STONE FLOOR MEDALLION SHALL BE THE CENTER OF NEW LIGHT FIXTURE ABOVE. NEW LIGHT FIXTURE SHALL BE INSTALLED IN CEILING AT EXISTING J-BOX LOCATION. VERIFY EXISTING CONDITIONS. LK§MNG 1/L1 INSTALL ENTRY LIGHT AT EXISTING J-BOX LOCATION IN CEILING. 1/L2 INSTALL TWO NEW LIGHTS BEHIND MILLWORK/PAINT GRADE WOOD FRAME AT BED, SWITCH 0 ENTRY. 1/L3 INSTALL NEW RECESSED LIGHT FIXTURE W/RELOCATED ELECTRICAL AT PAINTED/COFFEE BAR SOFFIT. NEW FIXTURE SHALL BE CENTERED IN NEW SOFFIT. 1/L4 INSTALL SURFACE/WALL MOUNTED FLUORESCENT LIGHT IN CLOSET W/ SWITCH E1 IN DOOR FRAME. GR-309-WT WAUS GR-309g-WT 1/W1 PAINT WALLS. PATCH HOLES IN WALLS FROM ARTWORK AND/OR DEMOLITION. 1/W2 INSTALL NEW SPECIAL FINISH AT HEADBOARD WALL AS SHOWN ON ELEVATION.IL ----- F1 3 ROOM 306 308 AND 316 ARE EXISTING ADA ROOMS RECONFIGURE BATHROOM CLOSET E F F EQ. ��EQ. `.�_�. --�W:.._:�__.�.� ___=�:..:.::..:.:: ..:.: � LT-03 � Primary Consultant Line1 AND COFFEE BAR TO A TYPICAL GUESTROOM BATH, CLOSET AND COFFEE BAR. (This is inserted on Defpoints) 1 GR-202-SGJ L RELOCATE WALLS AND PLUMBING AS REQUIRED. Project Address 0 07 GR-703-ART GR-200-SG ID4.1 GR-106-CG & am Project City, State Zip GR-105-CG 1/131 INSTALL PAINT GRADE/WOOD BASE. INSTALL CUT-OUTS IN NEW WOOD BASE FOR EXISTING GR-402-LT DEVICES (E.I. ELECTRICAL ETC.) BAS (REVERSE HAND) ® BASE HEIGHT. PAINT INSIDE & OUTSIDE OF E CUT-OUTS. R GR-310-WT 4" R GR-400-LT MIM 1 1 GR-103-CG CLR. & - J GR-103a-CG CP-011/C1 SKIM COAT EXISTING CEILING TO ROLLER TEXTURE AND FLAT PAINT AS SCHEDULED. I 1 I GUESTROOM 1 EL=7'-11" (REVERSE HAND) CPP_01 GR-200-SG 1 C2 INSTALL NEW COFFEE BAR SOFFIT UPON COMPLETION OF WING WALL DEMO AND E1 4i ME1 GR-701-MR GR-300-BD GR-107-CG CENTER RECESSED LIGHT FIXTURE IN NEW SOFFIT. PAINT AS SCHEDULED. I E1 E1 I a?. IGR-302-BD 10, 6 1 E 10 �� GR-304-BD i I E/N NEI I ID4.1 I GR-305-PI rEti: ' 1 E1 GR-100-CG GR-314-BDS 1/DR1 PREPARE AND PAINT EXISTING ENTRY DOOR. INSTALL NEW PAINT GRADE CASING ' _ I GR-314a-BDS AND APPLIED MOLDING ON ENTRY DOOR FRAME AND NEW HINGE STYLE DOOR ,, -- STOP (GUESTROOM SIDE OF DOOR ONLY, REFER TO BATHROOM DETAIL AND ELEVATION). I E1 GR-700-MR 06/ID3.5 REMOVE & REINSTALL SECURITY LATCH UPON COMPLETION OF PAINTING ENTRY DOOR. GR-401-LT INSTALL NEW SECURITY PLATE ON ENTRY DOOR. MATCH EXISTING FINISH. 1/DR2 INSTALL NEW PAINT CASING/JAMB ON NEW STAIN GRADE/NEW BATHROOM DOOR. rO5kA 14 .1 GR-104-CG ID4 1/DR3 INSTALL NEW PAINT CASING ON NEW STAIN GRADE/NEW CLOSET DOOR. ♦ 1/DR4 INSTALL NEW PAINT GRADE CASING ON NEW DOOR TO JULIET BALCONY. ME5 ' GR-310-WT 1/DR5 INSTALL NEW PAINT GRADE CASING/APPLIED MOLDING, PREPARE & PAINT EXISTING \\ , , i , ��:``` . N ° ; ; _ " LT-0300 CONNECTING DOOR. REFER TO ELEVATION. D . EL=7 4 ■ LT-01 1 0 05 ,#. , , 1 1 BATH 'ES AND MM ID4.1 AA, 1 1C15-OPH I EL=7'-11" �' ! ; ; ;; 1 I 1 1/M1 INSTALL OFCI STAIN GRADE COFFEE BAR W/OFCI STAIN GRADE/FULL HEIGHT BACK I I ID4.1 02 I � �' �`� i i GR-705-ART 1 ME3 ENTRY , O 1 O 1 SPLASH (0 COFFEE BAR BACK AND CLOSET SIDE) PER ELEVATION. I I I " 1/M2 INSTALL PAINT GRADE/WOOD FRAME AT BED/HEADBOARD, CONCEAL CONDUIT IN WOOD I I EL=7-4 — : 'f ; I EL=7-11 1 - ' 1 DRAPERY PANEL FOR GUESTROOM- BED/PUCK-LIGHTS & EXTERIOR LIGHT. EXTERIOR .01 /242\ NGR-313-SH 1000 I 1 LIGHT'S CONDUIT SHALL CONTINUE IN CROWN MOLDING TO EXTERIOR OF BLDG. REFER ° u' 1 1 TO ENGINEERING DRAWING FOR INFORMATION. REFER TO DETAIL. c_ GC-09 1/0 INSTALL PAINT GRADE/WOOD FRAME AT DOOR TO JULIET BALCONY, REFER TO DETAIL ME8 1 E1 ♦ � 1/M4 REPLACE & PAINT ALL HVAC GRILLE AND VENT COVERS. E1 1/M5 INSTALL NEW CROWN MOLDING ® GUESTROOM & ENTRY. INSTALL SMALL CUT OUT'S IN CROWN MOLD TO ALLOW FOR SPRINKLERS ESCUTCHEON PLATE. ME9 ,�.� � � � � � � � � � � � � � � � � � � �. �� PAINT INSIDE OF WOOD OPENING. WINDON 1/WW1 PATCH HOLES WHERE DRAPERY WAS REMOVED. COORDINATE WITH DRAPERY INSTALLER KEYED TARGETS & FOR INSTALLATION OF NEW DRAPERY TREATMENT. 01 CONSTRUCTION PLAN K- 1 02 ELECTRICAL & PLUMBING PLAN K- 1 o3 ELEVATIONS PLAN (K1 )— o4 REFLECTED CEILING PLAN K- 1 (--o5FURNITURE PLAN(K- 1 ) �31SCALE: 1/4" = 1'-0" �3.1SCALE: 1/4" = 1'-0" FOR INFORMATION ONLY I�31SCALE: 1/4" = 1'-0" �31SCALE: 1/4" = 1'-0" �3. SCALE: 1/4" = 1'-0" 1/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. UTH Roar -ABET► 2 FLOORS 2/F1 INSTALL STONE TILE FLOORING. INSTALL TILE UNDER VANITY. KEY PLAN 2/F2 PROTECT EXISTING TUB AND DRAIN. LIGHTING (FOR INFORMATION =4 2/1_1 NOT USED. 2/1_2 INSTALL NEW RECESSED/CEILING MOUNTED LIGHT AT TUB. 2/1_3 NOT USED. 2/1_4 INSTALL SWITCHES AS NOTED ON PLAN. =1 2/W1 INSTALL STONE TILE ON WALLS OF TUB ENCLOSURE. REFER TO ELEVATIONS. INSTALL NEW CEMENT BOARD SUBSTRATE. 2/W2 INSTALL WALLCOVERING AS SCHEDULED. 2/W3 INSTALL STONE TILE W/VWC BELOW ON WALL BEHIND VANITY MIRROR. REFER TO ELEVATION FOR LOCATIONS OF FINISHES. 9M 2/C1 SKIM COAT CEILING AND INSTALL ROLLER TEXTURE. FLAT PAINT CEILING AS SCHEDULED. REVISIONS 1 2/C2 INSTALL/CONTINUE GYPSUM BOARD SOFFIT AS NOTED ON PLAN. SOFFIT HEIGHT SHALL BE E1 GR-309-WT CONTINUOUS HEIGHT. NO. DESCRIPTION DATE GR-309g-WT 2/C3 LOCATION OF EXISTING SOFFIT.it _ � J r ;i F ., .�... _.. __. .......�_.. ..._ ... _� LT-03 EQ. EQ. 2/131 INSTALL STONE BASE AS SCHEDULED. STOP & START NEW BASE ON EACH SIDE OF REAR GR-202-SG DISCHARGE TOILET PLATE. 1 o E "~ 07 GR-703-ART - ' GR-200-SG DOORS ID4.1 GR-106-CG & GR-105-CG 2/DR1 INSTALL NEW PAINT CASING ON NEW BATHROOM DOOR. REFER TO ELEVATION. (REVERSE HAND) ME6 R GR-402-LT MLLWOM ACCESMES AND MM 1 1 1 4• R —GR-310-WT 2/M 1 INSTALL NEW/OFCI VANITY PER ELEVATION. 1 CLR. GUESTROOM GR-400-LT- 131CP-01 GR-103-CG & 2/M2 INSTALL ACCESSORIES PER DRAWINGS I _ 1CPP-01 GR-103a-CG EL-7'-11" GR-200-SG REVERSE HAND FILE LOG E1 ( ) ME1 GR-300-BD GR-701-MR ACTIVITY BY I E1 E1 I -YO GR-302-BD 2/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. o E1101-� Manager KAChavez % GR-304-BD 451_ N E/N10 I GR-107-CG GR-305-PI Design AV,LR 1 ID41 E1 GR-314-BDS GR-100-CG 1 I I ��; GR-314a-BDS Draw CL ENGINEERING ( FOR INFORMATION ONLY) 1 /� �\` � Check LSC,KC&LR ��-- ID41 SIM E1 E1 GR-401-1_T 05A- a ECiBI�� AND MECHANICAL FOR NFORYATION ONLYI ID4.1 � I STAMP 1 ME4 R-104-CG ME1 REPLACE DUPLEX OUTLET WITH QUAD OUTLET BEHIND BED. ME5 ,- ME2 REFER PER GC. SCHEDULE FOR COVER/DEVICE COLOR. 1E R-310-WT ME3 INSTALL NEW REAR DISCHARGE TOILET . NEL=7'-4' �� ,-'- LT-03 ME4 NOT USED. ME5 RELOCATE EXISTING ELECTRICAL OUTLET AT COFFEE BAR. INSTALL HORIZONTAL 1 LT-01 LT-02 _ BATH 1 MOUNT/DUPLEX OUTLET IN STAIN GRADE WOOD PANEL. MOUNT ELECTRICAL DEVICE AT 0 0 1 . , I I 1 0 i t i ' EL=7'-11" ' � 45" AFF. RELOCATE SWITCH TO ENTRY DOOR LOCATION. O ME6 ELECTRICAL. OUTLETS AND LIGHT SWITCHES SHALL BE GANGED TOGETHER I N ID4.1 O I I GR-705-ART ENTRY O ' ' 1 WHEN THEY APPEAR TIGHTLY TOGETHER. ME3 I - ) Li II II 1I -npw EL=7-11i $ _ ME7 NOT USED.� ME8 INSTALL THREE SWITCH M ENTRY DOOR. INSTALL SWITCH FOR ENTRY LIGHT, COFFEE w & LIGHT OVER HEADBOARD.° ° GR-313-SH `6 Lr ME9 PROVIDE ELECTRICAL FOR NEW RECESSED DOWN LIGHT IN TUB. ARct2Ca37 M GC-09 ME10 PROVIDE ELECTRICAL FOR NEW LIGHTS OVER HEADBOARD & EXTERIOR LIGHTS. CONCEAL �2/fit Ob E1 CONDUIT FOR BED/PUCK LIGHTS & EXTERIOR LIGHTS IN WOOD DRAPERY PANEL. EXTERIOR LIGHT'S CONDUIT SHALL CONTINUE TO EXTERIOR OF BLDG. IN NEW CROWN MOLDING. E1 REFER TO ENGINEERING DWGS FOR INFORMATION. ME9 ME11 RELOCATE CABLE BEHIND NEW T.V. CABINET ME12 RELOCATE ELECTRICAL OUTLET TO BEHIND T.V. CABINET ME13 INSTALL NEW BRIGHT WORK. ME14 IN BATHROOM INSTALL A SWITCH FOR RECESSED LIGHTS. INSTALL ADJACENT SWITCH FOR KEYED TARGETS & ME15 LIGHTED MIRROR & EXISTING GFI OUTLET TO REMAIN. EXISTING A/C SOFFIT IN BATHROOM SHALL BE REPLACED. 06 CONSTRUCTION PLAN (K-2) 07 ELECTRICAL & PLUMBING PLAN (K-2) ELEVATIONS PLAN (K-2) 09 REFLECTED CEILING PLAN K—2 10 FURNITURE PLAN K-2 ME1ME17 NEW THERMOSTAT LOCATION. 7 INSTALL WALL SCONCE & SWITCH ® EXTERIOR WALL SCONCE SHALL BE MOUNTED ��3. SCALE: 1/4" = 1'-0" �3.1SCALE: 1/4" = 1'-0" (FOR INFORMATION ONLY) ID3.1 SCALE: 1/4" = 1'-0" �3_1SCALE: 1/4" = 1'-0" ID3.1 SCALE: 1/4 = 1'-0" ® 72" AFF & SWITCH SHALL BE MOUNTED ® 40" AFF. ME18 INSTALL ELECTRICAL FOR LIGHT & SWITCH IN CLOSET. LIGHT SHALL BE MOUNTED ON WALL & ABOVE DOOR FRAME. INSTALL SWITCH IN DOOR FRAME ME19 NOT USED. Project No. 012-10133-000 ME20 RECONFIGURE PLUMBING AND ELECTRICAL IN EXISTING ADA ROOM 306, 308, AND 316 TO A TYPICAL GUESTROOM. Dec. 22, 2006 KING GUESTROOM K-1 & K-2 ID3 . 1 J:\012-10133-000\dwg\Guestroom\05 Architectural\GUESTROOM\RST—ID3.1.dwg December 20, 2006 — 3:51 pm ctle 0 LEO A DALY Company 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2 ENGINEERING DRAWINGS: INFORMATION ON THIS SHEET IS FORINFORMATION ONLY. REFER TO MEP DRAWINGS, SEA TURTLE RESORT G3. ALL NATURAL STONE SHALL BE SEALED A MINIMUM OF TWO TIMES. 1 OCEAN BLVD. G4. INSTALL GROUT, SEALANT AND CAULKING PER SPECIFICATIONS. ATLANTIC BEACH, FL 32233 G5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY OWNERS REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6 INSTALL X" THICK CEMENT BOARD OVERLAY FOR ALL EXISTING WALLS RECEIVING NEW TILE BEHIND PLUMBING FIXTURES AND NEW SHOWER AND/OR TUB LOCATIONS. Remington Hotels Inc. 14185 Dallas Pkwy, Ste 11 X50 PLAN NOTES — KING K - 3 Dallas TX 75254 PLANNING ARCHITECTURE ITE CTU RE NEW WORK �, ENGINEERING A DALY INTERIORS GIJESTROOY-AREA 1 ��p�M EST.1915 J LO 1/F1 INSTALL NEW CARPET AND PAD. STRETCH IN METHOD. 5307 E. Mockingbird Lane, Suite 400 1/F2 INSTALL NEW STONE TILE AT ENTRY AREA & CLOSET. REFER TO FLOOR Dallas, TX 75206 USA PLAN FOR FLOOR TILE PATTERN. NOTE THAT TILE CONTINUES INTO BATH. & CLOSET. Tel 214-526-1144 Fax 214-526-1411 INSTALL TILE UNDER COFFEE BAR. 1/F3 INSTALL STONE THRESHOLD AT ENTRY. REFER TO DETAIL. 1/F4 INSTALL NEW METAL TRANSITION STRIP AT CARPET TO HARD SURFACE. REFER TO DETAIL. 1 1 1/F5 CENTER OF NEW STONE FLOOR MEDALLION SHALL BE THE CENTER OF NEW LIGHT FIXTURE ABOVE. NEW LIGHT FIXTURE SHALL BE INSTALLED IN CEILING AT EXISTING J-BOX LOCATION. VERIFY EXISTING CONDITIONS. X X X 11.01MING U0 Q1 X Sri J 1/1_1 INSTALL ENTRY LIGHT AT EXISTING J-BOX LOCATION IN CEILING. 1/L2 INSTALL TWO NEW LIGHTS BEHIND MILLWORK/PAINT GRADE WOOD FRAME AT BED, SWITCH ® ENTRY. o F 1 1/L3 INSTALL NEW RECESSED LIGHT FIXTURE W/RELOCATED ELECTRICAL AT PAINTED/COFFEE 1 i 17 BAR SOFFIT. NEW FIXTURE SHALL BE CENTERED IN NEW SOFFIT. ID4.1 1/L4 INSTALL SURFACE/WALL MOUNTED FLUORESCENT LIGHT IN CLOSET W/ SWITCH IN DOOR FRAME. R ME6 R 1/W1 PAINT WALLS. PATCH HOLES IN WALLS FROM ARTWORK AND/OR DEMOLITION. _ 1 4' 1/W2 INSTALL NEW SPECIAL FINISH AT HEADBOARD WALL AS SHOWN ON ELEVATION. Primary Consultant Line1 CLR. 1/W3 EXISTING EXTERIOR WALL SHALL BE FLUSH W/ NEW WINDOW. FURROUT WALL AS REQUIRED 1 1 " (i.e> 2 X"-3"}. (This is inserted on Defpoints) I GUESTROOM I EL=7-11 X Project Address ME1 I E1 E1 I � Project City, State Zip 0 1_ Do, 10 / 1/131 INSTALL PAINT GRADE/WOOD BASE. INSTALL CUT-OUTS IN NEW WOOD BASE FOR EXISTING N E/N0:XI�•1X DEVICES (E.I. ELECTRICAL ETC.) ® BASE HEIGHT. PAINT INSIDE & OUTSIDE OF BASE LE1 E1 �` CUT-OUTS. I ' 1 - -- N VR I 05p- H I E1 ;'' EL=7'-11" 1/C1 SKIM COAT EXISTING CEILING TO ROLLER TEXTURE AND FLAT PAINT AS SCHEDULED. ID4.1 X 1/C2 INSTALL NEW A/C/MECHANICAL SOFFIT. COORDINATE RECESSED CAN LIGHTS WITH NEW EL=7'-4" T /C3 IN ALL AD ITI NAL SOFFITS FOR N A/C MECHANICAL. D /E] X a - EDOORSD X Xz 1/DR1 PREPARE AND PAINT EXISTING ENTRY DOOR. INSTALL NEW PAINT GRADE CASING ID4.1 0 �, 1- BATH /X AND APPLIED MOLDING ON ENTRY DOOR FRAME AND NEW HINGE STYLE DOOR I I 1 I ID4.1 `� ; \ STOP (GUESTROOM SIDE OF DOOR ONLY, REFER TO BATHROOM DETAIL AND ELEVATION). 'I VR1 OO I I44 ID4.1 O O i i ` O REMOVE & REINSTALL SECURITY LATCH UPON COMPLETION OF PAINTING ENTRY DOOR. I I 3 " INSTALL NEW SECURITY PLATE ON ENTRY DOOR. MATCH EXISTING FINISH. I I i EL=7-11 11 + ;- -,.- 1/DR2 INSTALL NEW PAINT CASING/JAMB ON NEW STAIN GRADE/NEW BATHROOM DOOR. II I ;; '� Q ' 1/DR3 INSTALL NEW PAINT CASING ON NEW STAIN GRADE/NEW CLOSET DOOR. I ° l E1 ° I ° ' ' 1/DR4 INSTALL NEW PAINT GRADE CASING ON NEW DOOR TO JULIET BALCONY. 1/DR5 INSTALL NEW PAINT GRADE CASING/APPLIED MOLDING, PREPARE & PAINT EXISTING _ --- CONNECTING DOOR. REFER TO ELEVATION. E1 --- ---- _ _ _ --- --___ 409. ACCESSOM EQ. EQ. o► MILLwaff MID MIX, �N " � _ ME9 -__ -------- i 71 ENTRY EL--7f-O" ;, ' f _----- 1/M1 INSTALL GFCI STAIN GRADE COFFEE BAR W/OFCI STAIN GRADE/FULL HEIGHT BACK -------------------_-.----- -.._.___ .-._---_._--._.-._-_ ,;�___�- __- ME8 SPLASH (® COFFEE BAR BACK AND CLOSET SIDE) PER ELEVATION. 1/M2 INSTALL PAINT GRADE/WOOD FRAME AT BED/HEADBOARD, CONCEAL CONDUIT IN WOOD LaJ DRAPERY PANEL FOR GUESTROOM- BED/PUCK-LIGHTS & EXTERIOR LIGHT. EXTERIOR X X \vi LIGHT'S CONDUIT SHALL CONTINUE IN CROWN MOLDING TO EXTERIOR OF BLDG. REFER TO ENGINEERING DRAWING FOR INFORMATION. REFER TO DETAIL. 1/0 INSTALL PAINT GRADE/WOOD FRAME AT DOOR TO JULIET BALCONY, REFER TO DETAIL 2'-9" 1/M4 REPLACE & PAINT ALL HVAC GRILLE AND VENT COVERS. EQ. EQ. VERIFY- SAME L ATION 1/M5 INSTALL NEW CROWN MOLDING ® GUESTROOM & ENTRY. INSTALL SMALL AS TYP. GUESTROOMS. CUT OUT'S IN CROWN MOLD TO ALLOW FOR SPRINKLERS ESCUTCHEON PLATE. PAINT INSIDE OF WOOD OPENING. wimm 1/WW1 PATCH HOLES WHERE DRAPERY WAS REMOVED. COORDINATE WITH DRAPERY INSTALLER FOR INSTALLATION OF NEW DRAPERY TREATMENT. FURNffURE, ART AND ACCESMES KEYED TARGETS & 1/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. of CONSTRUCTION PLAN K-3 R ELECTRICAL & PLUMBING PLAN K-3 03 ELEVATIONS PLAN (K-3) CEILING PLAN (K-3) ID3.2 SCALE: 1/4" = 1'-0" ID3.2 SCALE: 1/4" = 1'-0" ID3.2 SCALE: 1/4" = 1'-0" I�.2SCALE: 1/4" = 1'-0" (FOR INFORMATION ONLY) UTH ROOY -AREA 2 HIM 2/F1 INSTALL STONE TILE FLOORING. INSTALL TILE UNDER VANITY. KEY PLAN 2/F2 PROTECT EXISTING TUB AND DRAIN. LK It1NG (FOR IwORIIATION M4 2/1_1 NOT USED. 2/1_2 INSTALL NEW RECESSED/CEILING MOUNTED LIGHT AT TUB. GR-108-CG 2/0 NOT USED. 2/1_4 INSTALL SWITCHES AS NOTED ON PLAN. GR-203-SG GR-203-SG GR-316-WT 2/W1 INSTALL STONE TILE ON WALLS OF TUB ENCLOSURE. REFER TO ELEVATIONS. GR-316g-WT INSTALL NEW CEMENT BOARD SUBSTRATE. 2/W2 INSTALL WALLCOVERING AS SCHEDULED. 2/W3 INSTALL STONE TILE W/VWC BELOW ON WALL BEHIND VANITY MIRROR. REFER TO ELEVATION FOR LOCATIONS OF FINISHES. GR-403-LT GR-200-SG GR-202-SG 1 2/C1 SKIM COAT CEILING AND INSTALL ROLLER TEXTURE. FLAT PAINT CEILING AS SCHEDULED. REVISIONS GR-105-CG & GR-703-ART 14 2/C2 INSTALL/CONTINUE GYPSUM BOARD SOFFIT AS NOTED ON PLAN. SOFFIT HEIGHT SHALL BE GR-106-CG XD4.3CONTINUOUS HEIGHT. NO. DESCRIPTION DATE (REVERSE HAND) ALIGN 2/C4 INSTALL ADDITIONAL SOFFITS FOR NEW A/C MECHANICAL. 01 PERMIT REVISION 12/22/06 GR-402-LT D GR-400-LT GR-310-WT C1GR-103a-CG & X 2/61 INSTALL STONE BASE AS SCHEDULED. STOP & START NEW BASE ON EACH SIDE OF REAR GR-200-SG GR-103-CGDISCHARGE TOILET PLATE. (REVERSE HAND) O O EL=7'-11" GR-100-CG DOORS 1 GR-300-BD 2/DR1 INSTALL NEW PAINT GRADE CASING ON NEW BATHROOM DOOR. REFER TO ELEVATION. GR-302-BD GR-701-MR X0 0 ; GR-107-CG GR-304-BDX LLWOrdL ACCESSORIES MID MMX CP-01 GR-305-PI I E1 E1 " GR-314-BDS X U -X XCPP-01 GR-314a-B I � , EL=7-0 2/M1 INSTALL NEW/OFCI VANITY PER ELEVATION. GR-700-MR R-401-LT 06/ID3.2 I 2/M2 INSTALL ACCESSORIES PER DRAWINGS I E1 ' >• ` X EL=7'-11" AND FILE LOG �� 1 GR-104-CG , I EL=7-4 " 2/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN ACTIVITY BY I GR-310-WT _T X , I Manager KAChavez I1 � � LT-03 . � I � �� a Design AV,LR A X1 --' ' I i1 0 j Draw CL ' Check LSC,KC&LR 0 0 • I 1 1 I GR-705-ART `; �``� ENGINEERING ( FO R INFORMATION 0 N LY) STAMP g ' ° ME1 REPLACE DUPLEX OUTLET WITH QUAD OUTLET BEHIND BED. � GR-313-SH 1 l _ u W ME2 REFER PER GC. SCHEDULE FOR COVER/DEVICE COLOR. ( ' E1 -- ---- - _ _ ------ ---- ME3 INSTALL NEW REAR DISCHARGE TOILET. 13 ____ ME4 0 USED. X /< D4.3 EQ. EQ. __ _ ME5 INSTALL NEW DUPLEX ELECTRICAL OUTLET ® COFFEE BAR. INSTALL HORIZONTAL EL=7'-0" - - - ME9 ----- ---______- MOUNT/DUPLEX OUTLET ON STAIN GRADE WOOD PANEL. MOUNT ELECTRICAL DEVICE ® s ---- 45" A.F.F. LIGHT SWITCH SHALL BE LOCATED ® ENTRY. oX --------------Q .:- Q - ME8 ME6 ELECTRICAL OUTLETS AND LIGHT SWITCHES SHALL BE GANGED TOGETHER _ (WHEN THEY APPEAR TIGHTLY TOGETHER.) '--------------' 1 ME7 NOT USED. 1 ME8 INSTALL THREE SWITCH 0 ENTRY DOOR. INSTALL SWITCH FOR ENTRY LIGHT, COFFEE & LIGHT OVER HEADBOARD. 12/2 VO4P ME9 PROVIDE ELECTRICAL FOR NEW RECESSED DOWN LIGHT IN TUB. 2$_g» ME10 PROVIDE ELECTRICAL FOR NEW LIGHTS OVER HEADBOARD & EXTERIOR LIGHTS. CONCEAL EQ. EQ. VERT - SAME LCfr,%ATION CONDUIT FOR BED/PUCK LIGHTS & EXTERIOR LIGHTS IN WOOD DRAPERY PANEL. EXTERIOR AS TYP. GUESTROOMS. LIGHTS CONDUIT SHALL CONTINUE TO EXTERIOR OF BLDG. IN NEW CROWN MOLDING. ♦,�, .,.♦ REFER TO ENGINEERING DWGS FOR INFORMATION. ME11 RELOCATE CABLE BEHIND NEW T.V. CABINET ME12 RELOCATE ELECTRICAL OUTLET TO BEHIND T.V. CABINET ME13 INSTALL NEW BRIGHT WORK. VERIFY ME14 IN BATHROOM INSTALL A SWITCH FOR RECESSED LIGHTS. INSTALL ADJACENT SWITCH FOR COOR'D W/ LIGHT LIGHTED MIRROR & EXISTING GFI OUTLET TO REMAIN. ME15 EXISTING A/C SOFFIT IN BATHROOM SHALL BE REPLACE. ME16 NEW THERMOSTAT LOCATION. ME17 INSTALL WALL SCONCE & SWITCH 0 EXTERIOR WALL SCONCE SHALL BE MOUNTED 0 72" AFF & SWITCH SHALL BE MOUNTED 0 40" AFF. (o"05 — rO6 ENLARGED PLAN K—� 07 REFLECTED CEILING PLAN K—� ME18 INSTALL ELECTRICAL FOR LIGHT & SWITCH IN CLOSET. LIGHT SHALL BE REMOVE IN WALL jFURNITURE PLAN K 3 & ABOVE DOOR FRAME. INSTALL SWITCH IN DOOR FRAME. Project No. 012-10133-000 ID3.2 LET SCALE: 1/4" - 1'-0" ID3.2 SCALE: 1/2" - 1'-0" (FLOOR PATTERN) ID3.2 SCALE: 1/4" - 1'-0" (ROOMS 700 & 400) ME19 INSTALL 4 " AFFO MOUNT ION STAINEDCAL OSWOOD, COLO0 COFFEE RSHALLTBE BROWN. INSTALL DUPLEX ALL HORIZONTAL DUPLEX � Dec. 22, 2006 D OUTLET 0 18" AFF. BELOW. KING GUESTROOM LM K-3 I D3 . 2 J:\012-10133-000\dwg\Guestroom\05 Architectural\GUESTROOM\RST-ID3.2.dwg December 20, 2006 - 3:51pm ctle OLEO A DALY Company 2006 GENERAL SHEET_- NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2 ENGINEERING DRAWINGS: INFORMATION ON THIS SHEET IS FORINFORMATIONONLY. REFER TO MEP DRAWINGS, SEA TURTLE RESORT G3. ALL NATURAL STONE SHALL BE SEALED A MINIMUM OF TWO TIMES. 1 OCEAN BLVD. G4. INSTALL GROUT, SEALANT AND CAULKING PER SPECIFICATIONS. ATLANTIC BEACH, FL 32233 G5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY OWNER'S REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6 INSTALL M" THICK CEMENT BOARD OVERLAY FOR ALL EXISTING WALLS RECEIVING NEW TILE BEHIND PLUMBING FIXTURES AND NEW SHOWER AND/OR TUB LOCATIONS. Remin ton Hotels Inc. 14185 Da§as Pkwy, Ste 11 X50 PLAN NOTES KING (K - 4 & K - 5) 1 y� Dallas, TX 75254 NEW PLANING WORK WE& ARCHIITECTURE ENGINEERING 013MM—AM I L(D A DA LY INTERIORS RDM EST.1915 1/F1 INSTALL NEW CARPET AND PAD. STRETCH IN METHOD. 5307 E. Mockingbird Lane, Suite 400 1/F2 INSTALL NEW STONE TILE AT ENTRY AREA & CLOSET. REFER TO FLOOR PLAN FOR FLOOR TILE PATTERN. NOTE THAT TILE CONTINUES INTO BATH. & CLOSET. Dallas, TX 75206 USA INSTALL TILE UNDER COFFEE BAR. Tel 214-526-1144 Fax 214-526-1411 1/F3 INSTALL STONE THRESHOLD AT ENTRY. REFER TO DETAIL. 1/F4 INSTALL NEW METAL TRANSITION STRIP AT CARPET TO HARD SURFACE. REFER TO DETAIL. 1/F5 CENTER OF NEW STONE FLOOR MEDALLION SHALL BE THE CENTER OF NEW LIGHT FIXTURE ABOVE. NEW LIGHT FIXTURE SHALL BE INSTALLED IN CEILING AT EXISTING J-BOX LOCATION. VERIFY EXISTING CONDITIONS. LKMNt 1/L1 INSTALL ENTRY LIGHT AT EXISTING J-BOX LOCATION IN CEILING. 1/L2 INSTALL TWO NEW LIGHTS BEHIND MILLWORK/PAINT GRADE WOOD FRAME AT BED, SWITCH ® ENTRY. GR-108-CG 1/L3 INSTALL NEW RECESSED LIGHT FIXTURE W/RELOCATED ELECTRICAL AT PAINTED/COFFEE BAR SOFFIT. NEW FIXTURE SHALL BE CENTERED IN NEW SOFFIT. GR-203-SG GR-203-SG 1/L4 INSTALL SURFACE/WALL MOUNTED FLUORESCENT LIGHT IN CLOSET W/ SWITCH IN DOOR FRAME. GR-316-WT GR-3168-WT � J 1/W1 PAINT WALLS. PATCH HOLES IN WALLS FROM ARTWORK AND/OR DEMOLITION. GR-403-LT 1/W2 INSTALL NEW SPECIAL FINISH AT HEADBOARD WALL AS SHOWN ON ELEVATION. -------------- ------------------ E -----.__.. __...._--_._._._.-..__._....- -- --- - - ------------------------------- ® 1/W4 EXISTING EXTERIOR WALL SHALL BE FLUSH W/ NEW WINDOW. FURROUT WALL AS REQUIRED Primary Consultant Linel (i.e> 2 Y2" 3"). 1 (This is inserted on Defpoints) 0 GR-202-SG i 16 GR-200-SG Bm Project Address `� ID41 GR-703-ART GR-105-CG & Project City, State Zip GR-106-CG 1/B1 INSTALL PAINT GRADE/WOOD BASE. INSTALL CUT-OUTS IN NEW WOOD BASE FOR EXISTING (REVERSE HAND) DEVICES (E.I. ELECTRICAL ETC.) ® BASE HEIGHT. PAINT INSIDE & OUTSIDE OF BASE R R ...I GR-402-LT CUT-OUTS. 4" GR-310-WT GR-400-LT am CLR. 1 I GR-103a-CG & 1/C1 SKIM COAT EXISTING CEILING TO ROLLER TEXTURE AND FLAT PAINT AS SCHEDULED. I 1 I ME1 GUESTROOM i GR-103-CG 1/C2 INSTALL NEW COFFEE BAR SOFFIT UPON COMPLETION OF WING WALL DEMO AND E1 EL=7'-11" (REVERSE HAND) CP-01 GR-200-SG CENTER RECESSED LIGHT FIXTURE IN NEW SOFFIT. PAINT AS SCHEDULED. ! CPP-01 IE1 E1 I _ GR-107-CG 1 1 E 0 10 �`�`� GR-701 MR GR-300-BD GR-302-BD i I !#E/N N I ID4.1 GR-304-BD 1/DR1 PREPARE AND PAINT EXISTING ENTRY DOOR. INSTALL NEW PAINT GRADE CASING E 1 E1 GR-100-CG GR-305-PI AND APPLIED MOLDING ON ENTRY DOOR FRAME AND NEW HINGE STYLE DOOR GR-314-BDSSTOP (GUESTROOM SIDE OF DOOR ONLY, REFER TO BATHROOM DETAIL AND ELEVATION). R-314a-BDS REMOVE & REINSTALL SECURITY LATCH UPON COMPLETION OF PAINTING ENTRY DOOR. E1 INSTALL NEW SECURITY PLATE ON ENTRY DOOR. MATCH EXISTING FINISH.I I E1 GR-401-LT _ NEW BATHROOM DOOR.1 DR2 INSTALL NEW PAINT CASING JAMB ON NEW STAIN GRADE /NEW MR / / / 05A 1 1/DR3 INSTALL NEW PAINT CASING ON NEW STAIN GRADE/NEW CLOSET DOOR. ID4NRR� .1 i GR-104-CG 1/DR4 INSTALL NEW PAINT GRADE CASING ON NEW DOOR TO JULIET BALCONY. ME5 T ; 1/DR5 INSTALL NEW PAINT GRADE CASING/APPLIED MOLDING, PREPARE & PAINT EXISTING (ftZ—A GR-310-WT NN C NG D00 . A ION. ED\ ° N0&\ , '05 EL=7'-4" LT-03 . LT-01 MILLWORK 'i AND MIX, %FVIID4.1 BATH �:` ; 1/M1 INSTALL OFCI STAIN GRADE COFFEE BAR W/OFCI STAIN GRADE/FULL HEIGHT BACK 1 I O 1 ( EL=7'-11" �' I SPLASH (® COFFEE BAR BACK AND CLOSET SIDE) PER ELEVATION. O 02 �., ;; GR-705-ART I I ID4.1 I i `� O i i O 1/M2 INSTALL PAINT GRADE/WOOD FRAME AT BED/HEADBOARD, CONCEAL CONDUIT IN WOOD I ME3 I NTRY I - " ' ` .�I - " _ _- - I DRAPERY PANEL FOR GUESTROOM- BED/PUCK-LIGHTS & EXTERIOR LIGHT. EXTERIOR I I EL-7-4 EL-7-11 LIGHT'S CONDUIT SHALL CONTINUE IN CROWN MOLDING TO EXTERIOR OF BLDG. REFER " I TO ENGINEERING DRAWING FOR INFORMATION. REFER TO DETAIL. GR-313-SH ° 11 1/0 INSTALL PAINT GRADE/WOOD FRAME AT DOOR TO JULIET BALCONY, REFER TO DETAIL � GC-09 1/M4 REPLACE & PAINT ALL HVAC GRILLE AND VENT COVERS. 1 1 ME8 E1 1/M5 INSTALL NEW CROWN MOLDING 0 GUESTROOM & ENTRY. INSTALL SMALL E1 CUT OUT'S IN CROWN MOLD TO ALLOW FOR SPRINKLERS ESCUTCHEON PLATE. ME9 PAINT INSIDE OF WOOD OPENING. WIMM 1/WW1 PATCH HOLES WHERE DRAPERY WAS REMOVED. COORDINATE WITH DRAPERY INSTALLER KEYED TARGETS & FOR INSTALLATION OF NEW DRAPERY TREATMENT. 01 CONSTRUCTION PLAN K-4ro-2 ELECTRICAL & PLUMBING PLAN ( K-41ELEVATION PLAN (K-4) REFLECTED CEILING PLAN (K-4) PLAN (K-4) ID3.3 SCALE: 1/4" = 1'-0" �.3SCALE: 1/4" = 1'-0" (FOR INFORMATION ONLY) ID3.3 SCALE: 1/4" = 1'-0" ID3.3 SCALE: 1/4" = 1'-0" ID3.3 SCALE: 1/4" = 1'-0" 1/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. LITH Roos -M► 2 FLOORS 2/F1 INSTALL STONE TILE FLOORING. INSTALL TILE UNDER VANITY. 2/F2 PROTECT EXISTING TUB AND DRAIN. KEY PLAN LWNG (FOR INFORMATION 2/L1 NOT USED. 2/1_2 INSTALL NEW RECESSED/CEILING MOUNTED LIGHT AT TUB. 2/0 NOT USED. 2/L4 INSTALL SWITCHES AS NOTED ON PLAN. WALLS 2/W1 INSTALL STONE TILE ON WALLS OF TUB ENCLOSURE. REFER TO ELEVATIONS. INSTALL NEW CEMENT BOARD SUBSTRATE. 2/W2 INSTALL WALLCOVERING AS SCHEDULED. 2/W3 INSTALL STONE TILE W/VWC BELOW ON WALL BEHIND VANITY MIRROR. REFER TO K ><" ELEVATION FOR LOCATIONS OF FINISHES. GR-108-CG GR-203-SG GR-203-SG N VR GR-316-WT 2/C1 SKIM COAT CEILING AND INSTALL ROLLER TEXTURE. FLAT PAINT CEILING AS SCHEDULED. REVISIONS GR-316g-WT 2/C2 INSTALL/CONTINUE GYPSUM BOARD SOFFIT AS NOTED ON PLAN. SOFFIT HEIGHT SHALL BE CONTINUOUS HEIGHT. o J GR-403-LT 2/C3 LOCATION OF EXISTING SOFFIT. NO. DESCRIPTION ATE D 1 16 GR-200-SG 2/B1 INSTALL STONE BASE AS SCHEDULED. STOP & START NEW BASE ON EACH SIDE OF REAR t° ID4.1 GR-703-ART GR-106-CG & DISCHARGE TOILET PLATE. GR-202-SG GR-105-CG DOORS (REVERSE HAND) R GR-402-LT 2/DR1 INSTALL NEW PAINT GRADE CASING ON NEW BATHROOM DOOR. REFER TO ELEVATION. 4" %R GR-310-WT MUMML ACCEMMES MID MISC. CLR. 1 GR-103-CG & GR-400-LT 1 1 GR-103a-CG CP-01 2/M1 INSTALL NEW/OFCI VANITY PER ELEVATION. GUESTROOM 1 " GR-200-Sc I EL=7-11 (REVERSE HAND) CPP-01 2/M2 INSTALL ACCESSORIES PER DRAWINGS E1 ME1 E1 E1 I 0. GR-701-MR GR-300-BD o ® E GR-302-BD FILE LOG 10 GR-304-BD i I E/N N I ID4.1 GR-305-PI GR-107-CG 2/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN ACTIVITY BY E 1 1 E1 GR-100-CG GR-314-BDS Ma , Hager KAChavez ___( GR-314a-BDS�I ��` ��` Design AV,LR ISIM 15 �\ � E1 GR_401-LT ID4.1 � E1 I Draw CL 1 rOJr� i 1 Check LSC,KC&LR ID4.1 i GR-104-CG I ME5 T — STAMP E " GR-3 0.Oloo ° ENGINEERING ( FOR INFORMATION ONLY) ° N . `, 1 1 EL=7-4 LT-01 D 06 104.1 05 ' BATH �� WC- 01 1 EL=7-11 i !: I I I WC 1 ME1 REPLACE DUPLEX OUTLET WITH QUAD OUTLET BEHIND BED. 104 02 I �' :'. �� ;; GR-705-ART I ME2 REFER PER GC. SCHEDULE FOR DEVICE/ COVER COLOR. I I 1D4.1 ENTRY I ;�?:, � � O II O A >2\ ME3 INSTALL NEW REAR DISCHARGE TOILET. ' " ' - ' ; ' �, I EL=T-11" "- - - ME4 NOT USED. EL=7-4 ------------�-r- I I I �,` f; _,; „ I ME5 RELOCATE EXISTING ELECTRICAL OUTLET AT COFFEE BAR. GR-313-SH ° V1 INSTALL HORIZONTAL MOUNT/DUPLEX OUTLET IN STAIN GRADE WOOD PANEL. MOUNT Li d GC-09 ELECTRICAL DEVICE AT 45" AFF. RELOCATE SWITCH TO ENTRY DOOR LOCATION. 1 ME8 E1 ME6 ELECTRICAL OUTLETS AND LIGHT SWITCHES SHALL BE GANGED TOGETHER (WHEN THEY APPEAR TIGHTLY TOGETHER.) ZQ 2b37 W E1 ME7 NOT USED. ME9 ME8 INSTALL THREE SWITCH 0 ENTRY DOOR. INSTALL SWITCH FOR ENTRY LIGHT, COFFEE 2./a Vo & LIGHT OVER HEADBOARD. ME9 PROVIDE ELECTRICAL FOR NEW RECESSED DOWN LIGHT IN TUB. ME10 PROVIDE ELECTRICAL FOR NEW LIGHTS OVER HEADBOARD & EXTERIOR LIGHTS. CONCEAL CONDUIT FOR BED/PUCK LIGHTS & EXTERIOR LIGHTS IN WOOD DRAPERY PANEL. EXTERIOR LIGHT'S CONDUIT SHALL CONTINUE TO EXTERIOR OF BLDG. IN NEW CROWN MOLDING. REFER TO ENGINEERING DWGS FOR INFORMATION. KEYED TARGETS & ME11 RELOCATE CABLE BEHIND NEW T.V. CABINET ME12 RELOCATE ELECTRICAL OUTLET TO BEHIND T.V. CABINET os CONSTRUCTION PLAN (K-51) & PLUMBING PLAN (K-5) PLAN (K-5) REFLECTED CEILING PLAN (K- 5) PLAN (K-5) ME13 INSTALL NEW BRIGHT WORK. ME14 IN BATHROOM INSTALL A SWITCH FOR RECESSED LIGHTS. INSTALL ADJACENT SWITCH FOR ID3.3 SCALE: 1/4" = 1'-0" ID3.3 SCALE: 1/4" = 1'-0" (FOR INFORMATION ONLY) �_3CALE: 1/4 99 = 1'-0" ID3.3 SCALE: 1/4 of = 1'-0" ID3.3 SCALE: 1/4" = 1'-0" LIGHTED MIRROR & EXISTING GA OUTLET TO REMAIN. ME15 EXISTING A/C SOFFIT IN BATHROOM SHALL BE REPLACED. ME16 NEW THERMOSTAT LOCATION. ME17 INSTALL WALL SCONCE & SWITCH ® EXTERIOR WALL SCONCE SHALL BE MOUNTED Project No. 012-10133-000 ® 72" AFF & SWITCH SHALL BE MOUNTED ® 40" AFF. ME18 INSTALL ELECTRICAL FOR LIGHT & SWITCH IN CLOSET. LIGHT SHALL BE MOUNTED ON Dec. 22, 2006 WALL & ABOVE DOOR FRAME. INSTALL SWITCH IN DOOR FRAME. KING GUESTROOM K-4 & K-5 ID3 * 3 J:\012-10133-000\dwg\Guestroom\05 Arch itectural\GUESTROOM\RST-ID3.3.dwg December 20, 2006 - 3:51 pm ctle 0 LEO A DALY Company 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2. ENGINEERING DRAWINGS: LIGHTING AND ELECTRICAL INFORMATION ON THIS SHEET IS SEA TURTLE RESORT FOR INFORMATION ONLY. REFER TO MEP DRAWINGS. 1 OCEAN BLVD. G3. ALL NATURAL STONE SHALL BE SEALED A MINIMUM OF TWO TIMES. G4. INSTALL GROUT, SEALANT AND CAULKING PER SPECIFICATIONS. ATLANTIC BEACH, FL 32233 G5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS & NOTIFY OWNER'S REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6. INSTALL )�" THICK CEMENT BOARD OVERLAY FOR ALL EXISTING WALLS RECEIVING NEW TILE BEHIND PLUMBING FIXTURES AND NEW SHOWER AND/OR TUB LOCATIONS. — Remington Hotels Inc. PLAN NOTES - D/D - 1 D/D- 2 14185 Dallas as Pkwy, Ste 11 X50 Dallas TX 75254 NEW WORK NOTfS: PLANNING ARCHITECTURE G' 1R -AREA I N EIR I O R S ENGINEERING m A DALYFLOM EST.1915 1/F1 INSTALL NEW CARPET AND PAD. STRETCH IN METHOD. 1/F2 INSTALL NEW STONE TILE AT ENTRY AREA & CLOSET. REFER TO FLOOR 5307 E. Mockingbird Lane, Suite 400 PLAN FOR FLOOR TILE PATTERN. NOTE THAT TILE CONTINUES INTO BATH & CLOSET. Dallas, TX 75206 USA INSTALL TILE UNDER COFFEE BAR. Tel 214-526-1144 Fax 214-526-1411 1/173 INSTALL STONE THRESHOLD AT ENTRY. REFER TO DETAIL. 1/F4 INSTALL NEW METAL TRANSITION STRIP AT CARPET TO HARD SURFACE. REFER TO DETAIL. 1/175 CENTER OF NEW STONE FLOOR MEDALLION SHALL BE THE CENTER OF NEW LIGHT FIXTURE ABOVE. NEW LIGHT FIXTURE SHALL BE INSTALLED IN CEILING AT EXISTING J-BOX LOCATION. VERIFY EXISTING CONDITIONS. lCHM 1/L1 INSTALL ENTRY LIGHT AT EXISTING J-BOX LOCATION IN CEILING. 1/L2 INSTALL TWO NEW LIGHTS BEHIND MILLWORK/PAINT GRADE WOOD FRAME AT BED, SWITCH ® ENTRY. 1/0 INSTALL NEW RECESSED LIGHT FIXTURE W/RELOCATED ELECTRICAL AT PAINTED/COFFEE BAR SOFFIT. NEW FIXTURE SHALL BE CENTERED IN NEW SOFFIT. 1 1 1/1_4 INSTALL SURFACE WALL MOUNTED FLUORESCENT LIGHT IN CLOSET W SWITCH IN DOOR FRAME. E1 GR-309-WT GR-309g-WT 1= 1/W1 PAINT WALLS. PATCH HOLES IN WALLS FROM ARTWORK AND/OR DEMOLITION. 4d� I C-) 4d� IL 1/W2 INSTALL NEW SPECIAL FINISH AT HEADBOARD WALL AS SHOWN ON ELEVATION. 1/W3 ROOM 306, 308 AND 316 ARE EXISTING ADA ROOMS, RECONFIGURE BATHROOM, CLOSET LT-03 EAND COFFEE BAR TO A TYPICAL GUESTROOM BATH, CLOSET AND COFFEE BAR. Primary Consultant Line1 E Q. E(�. 1 R ID41 1 GR-201-SG GR-200-SG RELOCATE WALLS AND PLUMBING AS REQUIRED. (This is inserted on Defpoints) Project Address » N GR-106-CG & B Project City, State Zip 4 ^ GR-311-WT CLR. t GR-101-CG GR-105-CG 1/81 INSTALL PAINT GRADE WOOD BASE. INSTALL CUT-OUTS IN NEW WOOD BASE FOR EXISTING I I GR-301-BD (REVERSE HAND) / / GR-303-BD DEVICES (E.I. ELECTRICAL ETC.) BASE HEIGHT. PAINT INSIDE & OUTSIDE OF BASE I N GR-305-BD CUT-OUTS. GR-701-MR I GR-306-PI GR-315-BDS 9M 1 I �� GR-315a-BDS GR-400-LT I E1 i CP-01 GR-200-SG 1/C1 SKIM COAT EXISTING CEILING TO ROLLER TEXTURE AND FLAT PAINT AS SCHEDULED. ME1 I GUESTROOM s i 1 EL=7-11 GR-401-LT CPP-01 1/C2 INSTALL NEW COFFEE BAR SOFFIT, UPON COMPLETION OF WING WALL DEMO AND IOSai GR-312-WT CENTER RECESSED LIGHT FIXTURE IN NEW SOFFIT. PAINT AS SCHEDULED. `N E1 E1 , 1 I ID4.1 i GR-102-CG GR-107-CG DOORS I N I E1 ` GR-701-MR GR-301-BD 1/DR1 PREPARE AND PAINT EXISTING ENTRY DOOR. INSTALL NEW PAINT GRADE CASING I E GR-303-BD AND APPLIED MOLDING ON ENTRY DOOR FRAME AND NEW HINGE STYLE DOOR ` I GR-305-BD STOP (GUESTROOM SIDE OF DOOR ONLY, REFER TO BATHROOM DETAIL AND ELEVATION). I 1 '�` E1 GR-306-PI REMOVE & REINSTALL SECURITY LATCH UPON COMPLETION OF PAINTING ENTRY DOOR. II E1 ~• - I GR-315-BDS INSTALL NEW SECURITY PLATE ON ENTRY DOOR. MATCH EXISTING FINISH. 05A GR-101-CG GR-315a-BDS GR-700-MR 1/DR2 INSTALL NEW PAINT CASING/JAMB ON NEW STAIN GRADE/NEW BATHROOM DOOR. NRR� ' 1 1 (FULL LENGTH MIRROR) 1/DR3 INSTALL NEW PAINT CASING ON NEW STAIN GRADE/NEW CLOSET DOOR. ID4.1 ; GR-703-ART .. I 1/DR4 INSTALL NEW PAINT GRADE CASING ON NEW DOOR TO JULIET BALCONY. � 1/DR5 INSTALL NEW PAINT GRADE CASING/APPLIED MOLDING, PREPARE & PAINT EXISTING 1 L \ I GR-311-WT �. I ,-'"--' � CONNECTING DOOR. REFER TO ELEVATION. FE ° a .�` ; EL=7'-4" ° LT-01 1 1 N �041Ll 05 ; LT-03 MLLWOrd( ACCESSMFS AM MW. 1 1 BATH f �` ;' j ^ 1 15-OPH EL=T-11" ' ; ;; 1/M1 INSTALL OFCI STAIN GRADE COFFEE BAR W/OFCI STAIN GRADE/FULL HEIGHT BACK 1 I I r.,s I I I 0 04 ID41 02 ,.,E �\ GR-705-ART _ I SPLASH (® COFFEE BAR BACK AND CLOSET SIDE) PER ELEVATION. 1 r WC-01 O 1 � o I ME3 I ENTR I ��r,, " ; I » 1/M2 INSTALL PAINT GRADE/WOOD FRAME AT BED/HEADBOARD, CONCEAL CONDUIT IN WOOD 1 I EL=7-4 - ..... �_ r;; " EL=7'-11 1 I 1 I I i F. . I DRAPERY PANEL FOR GUESTROOM- BED/PUCK-LIGHTS & EXTERIOR LIGHT. EXTERIOR ciJr. €; , 1 0 1 0 ``' ; ; GR-313-SH LIGHTS CONDUIT SHALL CONTINUE IN CROWN MOLDING TO EXTERIOR OF BLDG. REFER 9 TO ENGINEERING DRAWING FOR INFORMATION. REFER TO DETAIL. 1 GC-09 1/M3 INSTALL PAINT GRADE/WOOD FRAME AT DOOR TO JULIET BALCONY, REFER TO DETAIL 1 1 ME8 4 E1 1/M4 REPLACE & PAINT ALL HVAC GRILLE AND VENT COVERS. ' 1 , E1 1/M5 INSTALL NEW CROWN MOLDING ® GUESTROOM & ENTRY. INSTALL SMALL Ivy ME9 CUT OUT'S IN CROWN MOLD TO ALLOW FOR SPRINKLERS ESCUTCHEON PLATE. 06/ID3.5 PAINT INSIDE OF WOOD OPENING. TYP. �� 1/WW1 PATCH HOLES WHERE DRAPERY WAS REMOVED. COORDINATE WITH DRAPERY INSTALLER FOR INSTALLATION OF NEW DRAPERY TREATMENT. ELECTRICAL & KEYED TARGETS & FUffl9nM M MD 1/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. 01 CONSTRUCTION PLAN (DZD- 1 ) PLUMBING PLAN (D/D- 1 ) ELEVATION PLAN (DZD- 1 ) REFLECTED CEILING PLAN (DZD- 1rO5" FURNITURE PLAN (DZD- 1 ) - ID3.4 SCALE: 1/4" = 1'-0" ��4SCALE: 1/4" = 1'-0" (FOR INFORMATION ONLY) ��4SCALE: 1/4" = 1'-0" �03.4) SCALE: 1/4 = 1'-0" I1)3.4 SCALE: 1/4" = 1'-0" BATH DOOM -AREA 2 RDM 2/171 INSTALL STONE TILE FLOORING. INSTALL TILE UNDER VANITY. 2/F2 PROTECT EXISTING TUB AND DRAIN. KEY PLAN LOM (FM II1ORYATION ONLlf7 2/L1 NOT USED. 2/1_2 INSTALL NEW RECESSED/CEILING MOUNTED LIGHT AT TUB. 2/0 NOT USED. 2/L4 INSTALL SWITCHES AS NOTED ON PLAN. WALLS 2/W1 INSTALL STONE TILE ON WALLS OF TUB ENCLOSURE. REFER TO ELEVATIONS. INSTALL NEW CEMENT BOARD SUBSTRATE. 2/W2 INSTALL WALLCOVERING AS SCHEDULED. 2/W3 INSTALL STONE TILE W/VWC BELOW ON WALL BEHIND VANITY MIRROR. REFER TO ELEVATION FOR LOCATIONS OF FINISHES. M& 2/C1 SKIM COAT CEILING AND INSTALL ROLLER TEXTURE. FLAT PAINT CEILING AS SCHEDULED. REVISIONS 2/C2 INSTALL/CONTINUE GYPSUM BOARD SOFFIT AS NOTED ON PLAN. SOFFIT HEIGHT SHALL BE CONTINUOUS HEIGHT. NO. DESCRIPTION DATE E1 GR-309-WT 2/C3 LOCATION OF EXISTING SOFFIT. -- GR-309g-WT 0 PERMIT REVISION 12/22/06 r— J 4d� LT-03 2/B1 INSTALL STONE BASE AS SCHEDULED. STOP & START NEW BASE ON EACH SIDE OF REAR E 07 EQ. EQ. DISCHARGE TOILET PLATE. 1 R � ID4.1 1 GR-201-SG GR-200-SG DOORS I GR-106-CG & 4» ^ GR-311-WT GR-105-CG 2/DR1 INSTALL NEW PAINT CASING ON NEW BATHROOM DOOR. REFER TO ELEVATION. CLR. GR-101-CG GR-301-BD (REVERSE HAND) - I GR-303-BDHUSK -'" GR-701-MR GR-305-BD ME6 -- N ° ' GR-306-PI 2/M1 INSTALL NEW/OFCI VANITY PER ELEVATION. - �� GR-315-BDS GR-400-LT I N E �` 2/M2 INSTALL ACCESSORIES PER DRAWINGS _ 1 ME1 ', ° CP-01 - MAtE ART AND ACCEMORIES FILE LOG I ( GUESTROOM E1 1 EL=7'-11" GR-401-LT CPP-01 GR-200 SG rn N I GR-107-CG ;a. IEI N N E1 I i GR-312-VT- El2/F17E1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. ACTIVITY BY 1 1 It CR-102—CG Manager KAChavez IE - - I (� ; Design AV,LR 1 ID4.1 1 E1 I I ` GR-701-M GR-301-BD GR-303-BD Draw CL GR-305-BD ENGINEERING (FOR INFORMATION ONLY) Check LSC,KC&LR 1 ( SIM E1 GR-306-PI ID4.1 E1 ~� GR-315-BDS GR-101-CG GR-315a-BDS1 ELEL7 AL AND Y�IANGIL (FOR INFDRMA71ONFA ONL1� STAMP E1 i 1 GR-703-ART N I ME1 REPLACE DUPLEX OUTLET WITH QUAD OUTLET BEHIND BED. 1k 1Y E ME5 i `__ ---- ---- 1 I `�` - ME2 REFER PER GC. SCHEDULE FOR DEVICE COVER COLOR. FE ° ° � ' � � ' EL=7'-4" GR-311-WT a LT-01 ME4 OTAUSEDLL EW REAR DISCHARGE TOILET. \wy\�)/ ■ ' E . 0 �04.105 ;' 1 LT-03ME5 RELOCATE EXISTING ELECTRICAL OUTLET AND SWITCH COMBINATION AT COFFEE BAR. 01 �' / BATH ' INSTALL HORIZONTAL MOUNT/DUPLEX OUTLET IN STAIN GRADE WOOD PANEL. MOUNT 1 1 15-OPH EL=T-11" �: ;! i ' i i ELECTRICAL DEVICE AT 45" AFF. RELOCATE SWITCH TO ENTRY DOOR LOCATION. o I o ID41 02 ; }; ; ; GR-705-ART— > - I ME6 ELECTRICAL OUTLETS AND LIGHT SWITCHES SHALL BE GANGED TOGETHER , . o o 1 I ME3 I ENTR , , .; , I ___ _ (WHEN THEY APPEAR TIGHTLY TOGETHER.) I I EL=7-4 1 ��. ..._. .�fi EL=7-11 ME7 NOT USED. I I I W i i GR-313-SH00, $� I ME8 INSTALL THREE SWITCH 0 ENTRY DOOR. INSTALL SWITCH FOR ENTRY LIGHT, COFFEE ° Li & LIGHT OVER HEADBOARD. i • �` } GC-09 ME9 PROVIDE ELECTRICAL FOR NEW RECESSED DOWN LIGHT IN TUB. 1 1 r. ., ME8 1 E1 ME10 PROVIDE ELECTRICAL FOR NEW LIGHTS OVER HEADBOARD & EXTERIOR LIGHTS. CONCEAL A"Zro 37 L 2\/2\lCONDUIT FOR BED/PUCK LIGHTS & EXTERIOR LIGHTS IN WOOD DRAPERY PANEL. EXTERIOR 1 E1 LIGHT'S CONDUIT SHALL CONTINUE TO EXTERIOR OF BLDG. IN NEW CROWN MOLDING. ME9 REFER TO ENGINEERING DWGS FOR INFORMATION. ME11 RELOCATE CABLE BEHIND NEW T.V. CABINET ME12 RELOCATE ELECTRICAL OUTLET TO BEHIND T.V. CABINET ME13 INSTALL NEW BRIGHT WORK. ME14 IN BATHROOM INSTALL A SWITCH FOR RECESSED LIGHTS. INSTALL ADJACENT SWITCH FOR LIGHTED MIRROR & EXISTING GFI OUTLET TO REMAIN. ME15 REPLACE A/C SOFFIT IN BATHROOM. KEYED TARGETS & ME16 NEW THERMOSTAT LOCATION. ME17 INSTALL WALL SCONCE & SWITCH ® EXTERIOR WALL SCONCE SHALL BE MOUNTED rOCONSTRUCTION PLAN D D-2 08 ELECTRICAL & PLUMBING PLAN D D-2 09 ELEVATION PLAN D D-2 10 REFLECTED CEILING PLAN D D-2 11 FURNITURE PLAN D D-2 ® 72" AFF & SWITCH SHALL BE MOUNTED ® 40" AFF. ME18 INSTALL ELECTRICAL FOR LIGHT & SWITCH IN CLOSET. LIGHT SHALL BE MOUNTED ID3.4 SCALE: 1/4" = 1'-0" ID3.4 SCALE: 1/4 = 1'-0" (FOR INFORMATION ONLY} ID3.4 SCALE: 1/4" = 1'-0" IDSA SCALE: 1/4" = 1'-0" ��4SCALE: 1/4" = 1'-0" ON WALL & ABOVE DOOR FRAME. INSTALL SWITCH IN DOOR FRAME. Project No. 012-10133-000 ME19 NOT USED. ME20 RECONFIGURE PLUMBING AND ELECTRICAL IN EXISTING ADA ROOM 306, 308, AND Dec. 22, 2006 316 TO A TYPICAL GUESTROOM. DOUBLE/ DOUBLE GUESTROOM D/D-1 & D/D-2 ID3 *4 J:\012-10133-000\dwg\Guestroom\05 Architectural\GUESTROOM\RST-ID3.4.dwg December 20, 2006 - 3:51 pm ctle 0 LEO A DALY Company 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2. ENGINEERING DRAWINGS: LIGHTING AND ELECTRICAL INFORMATION ON THIS SHEET IS SEA TURTLE RESORT FOR INFORMATION ONLY. REFER TO MEP DRAWINGS. 1 OCEAN BLVD. G3. ALL NATURAL STONE SHALL BE SEALED A MINIMUM OF TWO TIMES. G4. INSTALL GROUT, SEALANT AND CAULKING PER SPECIFICATIONS. ATLANTIC BEACH, FL 32233 G5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS & NOTIFY OWNER'S REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6. INSTALL h" THICK CEMENT BOARD OVERLAY FOR ALL EXISTING WALLS RECEIVING NEW TILE BEHIND PLUMBING FIXTURES AND NEW SHOWER AND/OR TUB LOCATIONS. Remin§asPkwy,ton Hotels Inc. 14185 Da Ste 11 X50 PLAN NOTES - D/D - 3 Dallas TX 75254 NEW WORK N07M- PLANNING ARCHITECTURE L(D ENGINEERING A DALY INTERIORS FLQM EST.1915 1/F1 INSTALL NEW CARPET AND PAD. STRETCH IN METHOD. 1/F2 INSTALL NEW STONE TILE AT ENTRY AREA & CLOSET. REFER TO FLOOR 5307 E. Mockingbird Lane, Suite 400 PLAN FOR FLOOR TILE PATTERN. NOTE THAT TILE CONTINUES INTO BATH. & CLOSET. Dallas, TX 75206 USA INSTALL TILE UNDER COFFEE BAR. Tel 214-526-1144 Fax 214-526-1411 1/F3 INSTALL STONE THRESHOLD AT ENTRY. REFER TO DETAIL. 1/F4 INSTALL NEW METAL TRANSITION STRIP AT CARPET TO HARD SURFACE. REFER TO DETAIL. 1/F5 CENTER OF NEW STONE FLOOR MEDALLION SHALL BE THE CENTER OF NEW LIGHT FIXTURE ABOVE. NEW LIGHT FIXTURE SHALL BE INSTALLED IN CEILING AT EXISTING J-BOX LOCATION. VERIFY EXISTING CONDITIONS. 1/L1 INSTALL ENTRY LIGHT AT EXISTING J-BOX LOCATION IN CEILING. 1/L2 INSTALL TWO NEW LIGHTS BEHIND MILLWORK/PAINT GRADE WOOD FRAME AT BED, SWITCH ® ENTRY. GR-108-CG 1/L3 INSTALL NEW RECESSED LIGHT FIXTURE W/RELOCATED ELECTRICAL AT PAINTED/COFFEE BAR SOFFIT. NEW FIXTURE SHALL BE CENTERED IN NEW SOFFIT. 1AN GR-203-SG GR-203-SG 1/L4 INSTALL SURFACE/WALL MOUNTED FLUORESCENT LIGHT IN CLOSET W/ SWITCH IN DOOR FRAME. GR-316-WTD GR-316g-WT 1/W1 PAINT WALLS. PATCH HOLES IN WALLS FROM ARTWORK AND/OR DEMOLITION. r21/W2 INSTALL NEW SPECIAL FINISH AT HEADBOARD WALL AS SHOWN ON ELEVATION. GR-403-LT 1/W3 ROOM 306, 308 AND 316 ARE EXISTING ADA ROOMS, RECONFIGURE BATHROOM, CLOSET Primary Consultant Line1 o RQ-- 17 1AND COFFEE BAR TO A TYPICAL GUESTROOM BATH, CLOSET AND COFFEE BAR. (This is inserted on Defpoints) RELOCATE WALLS AND PLUMBING AS REQUIRED. p 16 GR-200-SG GR-201-SG 1/W4 EXISTING EXTERIOR WALL SHALL BE FLUSH W/ NEW WINDOW. FURROUT WALL AS REQUIRED Project Address " ID4.1 4 GR-105-CG & R-311-WT (i.e> 2 Y"-3"). Project City, State Zip CLR. N GR-101-CG GR-106-CG (REVERSE HAND, GR-301-BD I N ( IGR-303-BD R-701-MR 1 61 INSTALL PAINT GRADE/WOOD BASE. INSTALL CUT-OUTS IN NEW WOOD BASE FOR EXISTING Q GR-305-BD / GR-306-PI DEVICES (E.I. ELECTRICAL ETC.) 0 BASE HEIGHT. PAINT INSIDE & OUTSIDE OF BASE I I I 1 1 E1 �; GR-400-LT GR-315-BDS CUT-OUTS. 1 yy ; CP-01 GR-315a-BD GUESTROOM L=7'-11" 1 GR-200-SG CPP-01 o N �E1 ± GR-401-LT 1/C1 SKIM COAT EXISTING CEILING TO ROLLER TEXTURE AND FLAT PAINT AS SCHEDULED. I E1 E1 N I GR-107-CG R-312-WT 1/C2 INSTALL NEW COFFEE BAR SOFFIT, UPON COMPLETION OF WING WALL DEMO AND E R-102-CG / CENTER RECESSED LIGHT FIXTURE IN NEW SOFFIT. PAINT AS SCHEDULED. I E DOORS ID4.1 E1 GR-301-BD R-701-MR I I I �� GR-303-BD E1 _ _ _____ GR-305-BD 1/DR1 PREPARE AND PAINT EXISTING ENTRY DOOR. INSTALL NEW PAINT GRADE CASING AN\ I I 15 I GR-306-PI AND APPLIED MOLDING ON ENTRY DOOR FRAME AND NEW HINGE STYLE DOOR 05A- SIM GR-315-BDS STOP (GUESTROOM SIDE OF DOOR ONLY, REFER TO BATHROOM DETAIL AND ELEVATION). ID4.1 I�'1 E1 GR-315a-BD GR-101-CG REMOVE & REINSTALL SECURITY LATCH UPON COMPLETION OF PAINTING ENTRY DOOR. INSTALL NEW SECURITY PLATE ON ENTRY DOOR. MATCH EXISTING FINISH. NRR1 / T GR-703-ART 1/DR2 INSTALL NEW PAINT CASING/JAMB ON NEW STAIN GRADE/NEW BATHROOM DOOR. ME5 E 1/DR3 INSTALL NEW PAINT CASING ON NEW STAIN GRADE/NEW CLOSET DOOR. R-311-WT 1/DR4 INSTALL NEW PAINT GRADE CASING ON NEW DOOR TO JULIET BALCONY. a D C . EL=7'-4" ' LT-01 [Ell 1 DR5 INSTALL NEW PAINT GRADE CASING APPLIED MOLDING, PREPARE & PAINT EXISTING ID41 0 �� ,_ LT-03 CONNECTING DOOR. REFER TO ELEVATION. 1 o1-oPH BATH EL=7'-11" 1 I I o - INLLMbRK IICSSORIE'S AND MISC. NRYII I I GR-705-ART N ID4.1 o II , I , , O I I ME3 ENTRY I , ► , , I 1/M1 INSTALL OFCI STAIN GRADE COFFEE BAR W/OFCI STAIN GRADE/FULL HEIGHT BACK I 14 I I L=7'-11" `� ' ,\ ---- EL=7'-4" ,. --- SPLASH (0 COFFEE BAR BACK AND CLOSET SIDE) PER ELEVATION. I ( I i i - ~'o I GR-313-SH 1/M2 INSTALL PAINT GRADE/WOOD FRAME AT BED/HEADBOARD, CONCEAL CONDUIT IN WOOD ° DRAPERY PANEL FOR GUESTROOM- BED/PUCK-LIGHTS & EXTERIOR LIGHT. EXTERIOR Lr U.J` GC-09 LIGHT'S CONDUIT SHALL CONTINUE IN CROWN MOLDING TO EXTERIOR OF BLDG. REFER 1 1 1 E1 ME8 TO ENGINEERING DRAWING FOR INFORMATION. REFER TO DETAIL 1/M3 INSTALL PAINT GRADE/WOOD FRAME AT DOOR TO JULIET BALCONY, REFER TO DETAIL E1 1/M4 REPLACE & PAINT ALL HVAC GRILLE AND VENT COVERS. ME9 1/M5 INSTALL NEW CROWN MOLDING ® GUESTROOM & ENTRY. INSTALL SMALL CUT OUT'S IN CROWN MOLD TO ALLOW FOR SPRINKLERS ESCUTCHEON PLATE. PAINT INSIDE OF WOOD OPENING. NNOW KEYED TARGETS & 1/WW1 PATCH HOLES WHERE DRAPERY WAS REMOVED. COORDINATE WITH DRAPERY INSTALLER o CONSTRUCTION PLAN (D/D-3) 02 ELECTRICAL & PLUMBING PLAN. DZD-3JELEVATIONS PLAN D D-3 ("04REFLECTED CEILING PLAN (DZD-3 05 FURNITURE PLAN D D-3 FOR INSTALLATION OF NEW DRAPERY TREATMENT. ID3.5 SCALE: 1/4" = 1'-0" ��5SCALE: 1/4" = 1'-0" (FOR INFORMATION ONLY) SCALE: 1/4" = 1'-0" ID3.5 SCALE: 1/4" = 1'-0" ID3.5 SCALE: 1/4" = 1'-0" ��' � ASD =MMES - ------ - 1/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. BATH RDOG —AREA 2 2/F1 INSTALL STONE TILE FLOORING. INSTALL TILE UNDER VANITY. KEY PLAN 2/F2 PROTECT EXISTING TUB AND DRAIN. j (RR INFOR11AT01 ONLY1 2/1_1 NOT USED. 2/1_2 INSTALL NEW RECESSED/CEILING MOUNTED LIGHT AT TUB. 2/0 NOT USED. 2/L4 INSTALL SWITCHES AS NOTED ON PLAN. N= 2/W1 INSTALL STONE TILE ON WALLS OF TUB ENCLOSURE. REFER TO ELEVATIONS. I INSTALL NEW CEMENT BOARD SUBSTRATE. 2/W2 INSTALL WALLCOVERING AS SCHEDULED. 14 I 2/W3 INSTALL STONE TILE W/VWC BELOW ON WALL BEHIND VANITY MIRROR. REFER TO D4.3 �P' ELEVATION FOR LOCATIONS OF FINISHES. ANG 2/C1 SKIM COAT CEILING AND INSTALL ROLLER TEXTURE. FLAT PAINT CEILING AS SCHEDULED. REVISIONS 2/C2 INSTALL/CONTINUE GYPSUM BOARD SOFFIT AS NOTED ON PLAN. SOFFIT HEIGHT SHALL BE 3'-6" 1'-0" CONTINUOUS HEIGHT. NO. DESCRIPTION DATE 2/C3 LOCATION OF EXISTING SOFFIT. 0 PERMIT REVISION 12/22/06 I 14 -- 2/131 INSTALL STONE BASE AS SCHEDULED. STOP AND START SONE BASE ON EACH SIDE D4.3 OF REAR DISCHARGE TOILET PLATE. DOORSi o I 2/DR1 INSTALL NEW PAINT CASING ON NEW BATHROOM DOOR. REFER TO ELEVATION. 6 -18x 18 TILE MLLWOFK ACCESSORIES AND MSC. WALL TILE O 2/Ml INSTALL NEW OFCI VANITY PER ELEVATION. - 2/M2 INSTALL ACCESSORIES PER DRAWINGS EQ. EQ. 1EQ. EQ. FILE LOG 2/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. ACTIVITY BY Manager KAChavez -18x 18 TILE I 26 I 0 Design AV,LR Draw CL ROBE HOOK ENGINEERING (FOR INFORMATION ONLY) Check LSC,KC&LR I I 1M SND '_ " CAL W I W ELECTI YECI011 1L FOR NF)RYATION ONLI� STAMP I C-4 `" > MIN. m I © ~ ME1 REPLACE DUPLEX OUTLET WITH QUAD OUTLET BEHIND BED. 0 I WALL TILE 0 ME2 REFER PER GC. SCHEDULE FOR DEVICE/COVER COLOR. WALL TILE v, ME3 INSTALL NEW REAR DISCHARGE TOILET. UJ ME4 NOT USED. ME5 RELOCATE EXISTING ELECTRICAL OUTLET AND SWITCH COMBINATION AT COFFEE BAR. INSTALL HORIZONTAL OR MOUNT/DUPLEX OUTLET IN STAIN GRADE WOOD PANEL MOUNT 13 ELECTRICAL DEVICE AT 45" AFF. RELOCATE SWITCH TO ENTRY DOOR LOCATION. D4.3 �P' 13 ME6 ELECTRICAL OUTLETS AND LIGHT SWITCHES SHALL BE GANGED TOGETHER D4.3 gyp' (WHEN THEY APPEAR TIGHTLY TOGETHER.) ME7 NOT USED. ME8 INSTALL THREE SWITCH 0 ENTRY DOOR. INSTALL SWITCH FOR ENTRY LIGHT, COFFEE & LIGHT OVER HEADBOARD. ME9 PROVIDE ELECTRICAL FOR NEW RECESSED DOWN LIGHT IN TUB. 24367 GUESTROOM ENTRY ENLARGED PLAN ME10 PROVIDE ELECTRICAL FOR NEW LIGHTS OVER HEADBOARD & EXTERIOR LIGHTS. CONCEAL CONDUIT FOR BED/PUCK LIGHTS & EXTERIOR LIGHTS IN WOOD DRAPERY PANEL. EXTERIOR ��o6ENLARGED PLAN (TYP.. ��u %@ ADA GUESTROOM ENTRY LIGHT'S CONDUIT SHALL CONTINUE TO EXTERIOR OF BLDG. IN NEW CROWN MOLDING. ID3.5 SCALE: 1/2" = 1'-0" (FLOOR PATTERN) ID3.5 SCALE: 1/2 = 1'-O" (FLOOR PATTERN) - REFER TO ENGINEERING DWGS FOR INFORMATION. ME11 RELOCATE CABLE BEHIND NEW T.V. CABINET ME12 RELOCATE ELECTRICAL OUTLET TO BEHIND T.V. CABINET ME13 INSTALL NEW BRIGHT WORK. ME14 IN BATHROOM INSTALL A SWITCH FOR RECESSED LIGHTS. INSTALL ADJACENT SWITCH FOR LIGHTED MIRROR & EXISTING GA OUTLET. ME15 REPLACE A/C SOFFIT IN BATHROOM TO REMAIN. ME16 NEW THERMOSTAT LOCATION. ME17 INSTALL WALL SCONCE & SWITCH 0 EXTERIOR WALL SCONCE SHALL BE MOUNTED 0 72" AFF & SWITCH SHALL BE MOUNTED ® 40" AFF. ME18 INSTALL ELECTRICAL FOR LIGHT & SWITCH IN CLOSET. LIGHT SHALL BE MOUNTED ON WALL & ABOVE DOOR FRAME. INSTALL SWITCH IN DOOR FRAME. Project No. 012-10133-000 ME19 NOT USED. 1 ME20 RECONFIGURE PLUMBING AND ELECTRICAL IN EXISTING ADA ROOM 306, 308, AND Dec. 22, 2006 316 TO A TYPICAL GUESTROOM. DOUBLE/ DOUBLE GUESTROOM D/D-3 ENLARGES PLANS ID15 J:\012-10133-000\dwg\Guestroom\05 Architectural\GUESTROOM\RST-ID3.5.DWG December 20, 2006 - 3:51 pm ctle ©LEO A DALY Company 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2. ENGINEERING DRAWINGS: LIGHTING AND ELECTRICAL INFORMATION ON THIS SHEET IS SEA TURTLE RESORT FOR INFORMATION ONLY. REFER TO MEP DRAWINGS. G3. ALL NATURAL STONE SHALL BE SEALED A MINIMUM OF TWO TIMES. 1 OCEAN BLVD. AS REQ'D FO PLUMBING E1 ME1 G4. INSTALL GROUT, SEALANT AND CAULKING PER SPECIFICATIONS. ATLANTIC BEACH, FL 32233 G5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY OWNER'S REP. AND M ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6 INSTALL 1�" THICK CEMENT BOARD OVERLAY FOR ALL EXISTING WALL RECEIVING NEW TILE 3 E e BEHIND PLUMBING FIXTURE & NEW SHOWER AND/OR TUB LOCATIONS. - o - N Q 5E, 0 Remington Hotels Inc. 001 14185 Dallas Pkwy, Ste 11 0 — � — PLAN NOTES — J . G . SUITE S - 1 Dallas, TX 75254 _� � E1 0 ° v 1 LLf A2.01 - NEw PLANNING 3'—0 1 2 �-- NIZ ARCHITECTURE CUM a 40� -AREAADALY N N INTERIORS E 1 .� LM EST.1915 a 1 E ° 1/F1 INSTALL NEW CARPET AND PAD. STRETCH IN METHOD. ■ (0E1 E1 1/172 INSTALL NEW METAL TRANSITION STRIP AT CARPET TO HARD SURFACE. 5307 E. Mockingbird Lane, Suite 400 4'-10 Dallas, TX 75206 USA 121 9 vl� l Tel 214-526-1144 Fax 214-526-1411 2'-4" X X X X t. (D X X X X �L X X/>I _-________ 1/L1 INSTALL TWO NEW LIGHTS BEHIND MILLWORK PAINT GRADE WOOD FRAME AT BED, SWITCH (� ENTRY TO BEDROOM. Q N N 1/L2 INSTALL SWITCHES AS NOTED ON PLAN. 4 4 N +� N�z ME3 1/W1 PAINT WALLS. PATCH HOLES IN WALLS FROM ARTWORK AND/OR DEMOLITION. 1/W2 INSTALL NEW SPECIAL FINISH AT HEADBOARD WALL AS SHOWN ON ELEVATION. 1/W3 EXISTING EXTERIOR WALL SHALL BE FLUSH W/ NEW WINDOW. FURROUT WALL AS REQUIRED X X (i.e> 2 Y2"-3"). 4 4 �� 1/61 INSTALL PAINT GRADE/WOOD BASE. INSTALL CUT-OUTS IN NEW WOOD BASE FOR EXISTING DEVICES (E.I. ELECTRICAL ETC.) O BASE HEIGHT. PAINT INSIDE & OUTSIDE OF BASE 4 6'-0" CUT-OUTS. 4 VERIFY- X ME5 MATCH K-3 4 E1 E1 I X =8=4 1/C1 SKIM COAT EXISTING CEILING TO ROLLER TEXTURE AND FLAT PAINT AS SCHEDULED. Primary Consultant Line1 (This is inserted on Defpoints) Project Address F< 1/DR1 PREPARE AND PAINT EXISTING DOOR. INSTALL NEW PAINT GRADE CASING ON Project City, State Zip ------ ---- DOOR FRAME AND NEW HINGE STYLE DOOR STOP, ADD PICTURE MOLDING TO BOTH SIDES OF DOOR. 1/DR2 INSTALL NEW PAINT GRADE JAMB & HEADER FOR NEW SLEEKER SLIDER DOOR. JOHN GRISHAM SUITE JOHN GRISHAM SUITE 1/DR3 INSTALL NEW PAINT GRADE CASING ON NEW DOOR TO JULIET BALCONY. CONSTRUCTION PLAN (S- 1 )- 02ELECTRICAL & PLUMBING PLAN S- 1„ " SCALE: 1/4 = 1 -0" (FOR INFORMATION ONLY) 1/M1 INSTALL PAINT GRADE/WOOD FRAME AT BED/HEADBOARD, CONCEAL CONDUIT IN WOOD ID3.6 SCALE: 1/4" = 1 —0 DRAPERY PANEL FOR GUESTROOM- BED/PUCK-LIGHTS & EXTERIOR LIGHT. EXTERIOR LIGHT'S CONDUIT SHALL CONTINUE IN CROWN MOLDING TO EXTERIOR OF BLDG. REFER TO ENGINEERING DRAWING FOR INFORMATION. REFER TO DETAIL. 1/M2 INSTALL PAINT GRADE/WOOD FRAME AT DOOR TO JULIET BALCONY, REFER TO DETAIL. ---- 1/M3 REPLACE & PAINT ALL HVAC GRILLE AND VENT COVERS. 1/M4 INSTALL NEW CROWN MOLDING IN GUESTROOM. INSTALL SMALL CUT OUTS IN CROWN MOLD TO ALLOW FOR SPRINKLER ESCUTCHEON PLATE. PAINT INSIDE OF WD. OPENING. EL=7 -4 E1 1 INNIDOW 7'-2" 1/WW1 PATCH HOLES WHERE DRAPERY WAS REMOVED. COORDINATE WITH DRAPERY EL=7'-4" 4'-1" EL=7 -11 INSTALLER FOR INSTALLATION OF NEW DRAPERY TREATMENT. 1 6" 3\-O Cr 1/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. -- 10 EJ W ME8 J1 /04.1 > � - \\ L3 L1 10 SIM - _ - .H. ALIGN i - _ - --- ID4.1 i ME4 BA1H ROOM -� 2 BATH Io4� , 09 GUEST BEDROOM 2/F1 INSTALL STONE TILE FLOORING. INSTALL TILE UNDER VANITY. 17I 2/F2 INSTALL NEW SHOWER PAN, DRAIN, PLUMBING AND 2-1/2"" H. SHOWER CURB. INSTALL FEI I vi 6 / I WATERPROOFING MEMBRANE ON FLOORS TO RECEIVE NEW TILE. MEMBRANE SHALL EXTEND 1 SIM ME7 N 2'-0" H. AT SHOWER SURROUNDS. INSTALL 4" X 4" TILE ON SLOPED SHOWER FLOOR. ID4.2 15 / ID4.1 " X0C.I w ME9 / 2/1_1 NOT USED. 12 PMVDER 0 2/1.2 INSTALL NEW RECESSED/CEILING MOUNTED LIGHT AT TUB. - -- 2/1_3 INSTALL NEW ELECTRICAL ELECTRIFIED VANITY MIRROR WITH SWITCH. 104.2 13 EL-7'-0" 9 . 2/1_4 INSTALL SWITCHES AS NOTED ON PLAN. o 15 A >3\ Q. 2'-0" "� EQ. EQ. 2'-6" EQ. EL=7'-0" 2/W1 INSTALL STONE TILE ON WALLS OF TUB ENCLOSURE. REFER TO ELEVATIONS. INSTALL Q. NEW CEMENT BOARD SUBSTRATE. 15 SIM cw�' E1 // \ \ EL=7-11 2/W2 INSTALL WALLCOVERING AS SCHEDULED. 2/W3 INSTALL STONE TILE W/VWC BELOW ON WALL BEHIND VANITY MIRROR. REFER TO I�1 \ ELEVATION FOR LOCATIONS OF FINISHES. 16 _ � � (? � � LMNG ROOM � ENTRr-AREA 4 M -- --.-- IM -0 nam LIVING ROOM 8-6 // 4 4 2 C1 SKIM COAT CEILING AND INSTALL ROLLER TEXTURE. FLAT PAINT CEILING AS SCHEDULED. `V // 4 1'-10 "11" 4/F1 INSTALL NEW STONE TILE @ ENTRY. NOTE THAT TILE CONTINUES INTO 2/C2 INSTALL CONTINUOUS GYPSUM BOARD SOFFIT AS NOTED ON PLAN. l SIM 0� / / / POWDER BATH. INSTALL TILE UNDER COFFEE BAR. 2/C3 REPLACE EXISTING SOFFIT AS REQUIRED. ID4.1 15 21-6" / . j - - _ ` / a 4/F2 INSTALL STONE THRESHOLD AT ENTRY. REFER TO DETAIL. / 15 ID4.1 \ /AUGN E . EQ. I ID41 _ - 2 , 2' 6" 4/F3 CENTER OF NEW STONE FLOOR MEDALLION SHALL BE THE CENTER OF NEW LIGHT FIXTURE sm KEY PLAN CY \ \- ABOVE. NEW LIGHT FIXTURE SHALL BE INSTALLED IN CEILING AT EXISTING J-BOX Z\ / \ - _ \ LOCATION. VERIFY EXISTING CONDITIONS. � \ � 2/B1 INSTALL STONE BASE AS SCHEDULED. STOP & START NEW BASE ON EACH SIDE OF REAR C:) 4/F4 INSTALL NEW METAL TRANSITION STRIP AT CARPET TO HARD SURFACE. DISCHARGE TOILET PLATE. 0, Q 0\ \ \ N " JW 1 \ L W=3 ". I I 4/1_1 INSTALL RECESSED DOWN LIGHTS AND WALLWASHERS. 2/DR1 INSTALL NEW PAINT GRADE JAMB & HEADER FOR NEW SLEEKER SLIDER DOOR. 2/DR2 INSTALL NEW GLASS, FRAMELESS/OUT-SWINGING SHOWER DOOR (3'-0" W. X 7'-0" H). I ILA- cn WAM INSTALL CLEAR DRIP RAIL AT BOTTOM OF DOOR AND SEALS ON SIDE EDGES OF DOOR FOR A LEAK PROOF SHOWER. SHOWER DOOR GLASS AND FULL HEIGHT/ GLASS SIDE 4/W1 PAINT WALLS. PATCH HOLES IN WALLS FROM ARTWORK AND/OR DEMOLITION. PANEL (ADJACENT VANITY) SHALL BE CLEAR-TEMPERED GLASS. INSTALL 2'-0" EQ. EQ. HORIZONTAL MOUNT/BRUSHED NICKEL TOWEL BAR/PULL ON BOTH SIDES OF SHOWER ffiz DOOR. INSTALL BRUSHED NICKEL/VERTICAL CHANNEL ON GLASS/SIDE PANEL AT TILED 4/61 INSTALL PAINT GRADE/WOOD BASE. WALL/GLASS INTERSECTION ALONG WITH CHANNELS AT CEILING AND CURB. JOHN GRISHAM SUITE JOHN GRISHAM SUITE MM MLLWML ACCMMES MID MM ro_3� KEYED TARGETS & ELEVATIONS PLAN (S- 1 ) rPLAN (S- 1 ) 4/C1 SKIM COAT EXISTING CEILING TO ROLLER TEXTURE AND FLAT PAINT AS SCHEDULED. 2/M1 INSTALL NEW GCFI VANITY PER ELEVATIONS. 4/C2 INSTALL GYPSUM BOARD SOFFIT PER PLAN. COORDINATE NEW A/C/MECHANICAL 2/M2 INSTALL ACCESSORIES PER DRAWINGS. ID3.6 SCALE: 1/4" = 1'-0" ID3.6 SCALE: 1/4" = 1'-0" INSTALLATION WITH RECESSED LIGHTING LOCATIONS. PAINT SOFFIT AS SCHEDULED. 2/M3 INSTALL NEW CROWN MOLDING IN BATHROOM. INSTALL SMALL CUT OUTS IN CROWN MOLD REVISIONS TO ALLOW FOR SPRINKLER ESCUTCHEON PLATE. PAINT INSIDE OF WOOD OPENING. DOORS FIJRNMJRE MT AND NO. DESCRIPTION DATE 4/DR1 PREPARE & PAINT EXISTING ENTRY DOOR. INSTALL NEW PAINT GRADE CASING & APPLIED 2/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. �l PERMIT REVISION 12/22/06 MOLDING ON ENTRY DOOR FRAME & NEW HINGE STYLE DOOR STOP (GUESTROOM SIDE OF DOOR ONLY). REMOVE & REINSTALL SECURITY LATCH UPON CONPLETION OF PAINTING ENTRY DOOR. INSTALL NEW SECURITY PLATE ON ENTRY DOOR. MATCH EXISTING FINISH. 4/DR2 INSTALL NEW PAINT GRADE CASING W/ APPLIED MOLDING ON EXISTING CONNECTING DOOR. START FULL TILE HERE JS-701-MR JS-304-WT 4/DR3 INSTALL NEW PAINT GRADE CASING ON NEW DOOR TO JULIET BALCONY. - JS-109-CG JS-308-WT JS-113-CG 4/DR4 INSTALL NEW PAINT GRADE CASING & PAINT GRADE APPLIED MOLDING. PREPARE & POWDER ROOM -AREA 3 JS-110-CG JS-111-CG JS-703-ART---77 JS-203-SG-77PAINT EXISTING CONNECTING DOOR. REFER TO ELEVATION. FLOM 3/F1 INSTALL STONE TILE FLOORING. INSTALL TILE UNDER LAVATORY. 4/Ml INSTALL PAINT GRADE/WOOD FRAME AT DOOR TO JULIET BALCONY, REFER TO DETAIL. f 4/M2 REPLACE & PAINT ALL HVAC GRILLE AND VENT COVERS. LGHM [FOR INFORMATION OI�Y1 JS-300-BD 4/0 INSTALL NEW GCFI STAIN GRADE/COFFEE BAR WITH FULL HEIGHT BACK SPLASH (0 - JS-301-BD JS-405-LT ® COFFEE BAR BACK & WING WALL SIDE.) INSTALLATION SHALL BE SIM TO TYP. 3/1_1 NOT USED. FILE LOG T 0 B R. 3/1_2 NOT USED. LT-04 - JS-407-LT JS-302-BD R N MLD IN L NG ROOM RY. IN 11 1�TA L CUT 0 TS IN CR WN C-01 JS-303-PI 4 M4 INSTALL 0 G & E L S 3/L3 INSTALL SWITCHES AS NOTED ON PLAN. ° JS-306-BDS MOLD TO ALLOW FOR SPRINKLER ESCUTCHEON PLATE. PAINT INSIDE OF WOOD OPENING. ACTIVITY BY Manager KAChavez JS-306a-BDS S-406-LT �� ■ JS-205-SG WNW# 3/W1 INSTALL STONE TILE ON WALL. REFER TO ELEVATIONS. Design AV,LR CPP-01 JS-112-CG 4/CPJS-404-1_T WW1 PATCH HOLES WHERE DRAPERY WAS REMOVED. COORDINATE WITH DRAPERY INSTALLER 3/W2 INSTALL WALLCOVERING AS SCHEDULED. ° I FOR INSTALLATION OF NEW DRAPERY TREATMENT. Draw CL - Check LSC,KC&LR Fi)RNMME ART MID °■ JS-204-SG JS-107-CG 3/C1 SKIM COAT CEILING AND INSTALL ROLLER TEXTURE. FLAT PAINT CEILING AS SCHEDULED. 4/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. 3/C2 INSTALL/CONTINUE GYPSUM BOARD SOFFIT AS NOTED ON PLAN. SOFFIT HEIGHT SHALL BE STAMP A CONTINUOUS HEIGHT. C-011 3/C3 LOCATION OF EXISTING SOFFIT. JS-704-ART J 307-WT LT-11 3/61 INSTALL STONE BASE AS SCHEDULED. STOP & START NEW BASE ON EACH SIDE OF REAR S-7 0- JS-104-CG JS-708-MR ENGINEERING ( FOR INFORMATION ONLY DISCHARGE TOILET PLATE. JS-400-LT JS-202-SG JS-706a-ART JS-401-LT JS-100-CG JS-706b-ART JS-105-CG 3/DR1 INSTALL NEW PAINT GRADE CASING ON NEW OUT SWINGING/ 2'-4" W. POWDER ROOM ME1 REPLACE DUPLEX OUTLET WITH QUAD OUTLET BEHIND BED IN GUESTROOM. DOOR BOTH SIDES. WIDEN OPENING AS VEGAS RED TO RECIEVE NEW DOOR. INSTALL �,C3 Zip 37 ME2 REFER TO G.C. SCHEDULE FOR DEVICE/ COVER COLORS. PICTURE MOLDING BOTH SIDES OF DOOR. JS-709-MR X ME3 INSTALL NEW REAR DISCHARGE TOILET. 1212110AP JS-201 c-PI ME4 RELOCATE EXISTING VENT IN NEW SOFFIT AT VANITIES. COORDINATE LOCATION. MIUAML ACCESMES MID MM JS 200-.';G ME5 INSTALL COFFEE BAR OUTLET. INSTALL HORIZONTAL MOUNT/DUPLEX OUTLET IN STAIN LT-13 JS-201-SG JS-103-CG GRADE WOOD PANEL MOUNT ELECTRICAL DEVICE AT 45" AFF. INSTALL REFRIGERATOR 3/M1 INSTALL ACCESSORIES PER DRAWINGS. 13 CP-01 OUTLET 0 18" AFF. 3/M2 INSTALL NEW CROWN IN POWDER BATHROOM. INSTALL SMALL CUTOUTS IN CROWN MOLDING D4.3 CPP-01 ME6 ELECTRICAL OUTLETS AND LIGHT SWITCHES SHALL BE GANGED TOGETHER TO ALLOW FOR SPRINKLER ESCUTCHEON PLATE. PAINT INSIDE OF WOOD OPENING. JS-102-CG (WHEN THEY APPEAR TIGHTLY TOGETHER.) FURNITURE ART AND ACCESSORIES JS-707-MR - ME7 NOT USED. ME8 INSTALL NEW SWITCH AT BATH ENTRY. INSTALL ADJACENT SWITCH FOR ELECTRIFIED VANITY 3/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. MIRROR, & TUB DOWNLIGHTS. FOR RECESSED/COFFEE BAR, VANITY & STUB DOWNLIGHTS. ME9 PROVIDE ELECTRICAL FOR NEW RECESSED DOWN LIGHT IN SHOWER & TOILET. INSTALL SWITCHES. M 0 PROVIDE ELECTRICAL FOR NEW LIGHTS OVER HEADBOARD & EXTERIOR LIGHTS. CONCEAL CONDUIT FOR BED/PUCK LIGHTS & EXTERIOR LIGHTS IN WOOD DRAPERY PANEL. EXTERIOR LIGHT'S CONDUIT SHALL CONTINUE TO EXTERIOR OF BLDG. IN NEW CROWN MOLDING. Project No. 012-10133-000 REFER TO ENGINEERING DWGS FOR INFORMATION. 1 14 ME11 RELOCATE CABLE BEHIND NEW T.V. CABINET. (QTY: 02) Dec. 22, 2006 D4.3 ME12 RELOCATE ELECTRICAL OUTLET TO BEHIND T.V. CABINET. (QTY: 02) ME13 NOT USED. ME14 INSTALL TWO SWITCHES IN POWDER BATH. INSTALL A SWITCH FOR DOWN LIGHT & A SWITCH FOR SCONCE. ME15 REPLACE EXISTING A/C SOFFIT IN POWDER ROOM. SUITE GUESTROOM ME16 INSTALL HORIZONTAL MOUNT GFI OUTLETS 0 VANITY. INSTALLATION HEIGHT T.B.D. S-1 JOHN GRISHAM SUITE ME17 INSTALL SPA EXPERIENCE 5'-5" L. BATHTUB. ME18 INSTALL LAVATORIES. (QTY: 02) 05 FF&E FINISH PLAN (S- 1 ) ME19 SHOWER CONTROL SHALL BE LOCATED ON TILED WALL ADJACENT GLASS/SHOWER DOOR. ID3.6 SCALE: 1/4" = 1'-0" ME20 INSTALL HEAD SHALL BE ON WALL ADI. POWDER BATH. SWITCH FOR ELECTRIFIED MIRROR. ID3 * 6 J:\012-10133-000\dwg\Guestroom\05 Architectural\GUESTROOM\RST—ID3.6.dwg December 20, 2006 — 3:51 pm ctle 0LEO A DALY Company 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. —0" 11'-10" G2. ENGINEERING DRAWINGS: LIGHTING AND ELECTRICAL INFORMATION ON THIS SHEET IS SEA TURTLE RESORT FOR INFORMATION ONLY. REFER TO MEP DRAWINGS. 1 1 ME5 ME1 [a TO G3. ALL NATURAL STONE SHALL BE SEALED A MINIMUM OF TWO TIMES. 1 OCEAN BLVD. G4. INSTALL GROUT, SEALANT AND CAULKING PER SPECIFICATIONS. ATLANTIC BEACH, FL 32233 G5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY OWNER'S REP. AND _ ARCHfTECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. — _ 0 0 G6 INSTALL %" THICK CEMENT BOARD OVERLAY FOR ALL EXISTING WALLS RECEIVING NEW TILE BEHIND PLUMBING FIXTURES AND NEW SHOWER AND/OR TUB LOCATIONS. — — CV 1 Remin ton Hotels Inc. 14185 Daas Pkwy, Ste 11 X50 — Dallas, TX 752543 1_099 PLAN NOTES PARLOR SUITE (S - 2) CLEAR � WORK NOTES: 1 PLANNING ARCHITECTURE GUESTROOM—AREA I ENGINEERING 2 2A DALY INTERIORS 131 4 1 E1 1'-6" �� 1 ME3 . 9 s E1 R 1/F1 INSTALL NEW CARPET AND PAD. STRETCH IN METHOD. E1 E1 1/F2 INSTALL NEW METAL TRANSITION STRIP AT CARPET TO HARD SURFACE. 5307 E. Mockingbird Lane, Suite 400 X1 11 LED LQH= Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 4 1/L1 INSTALL TWO NEW LIGHTS BEHIND MILLWORK PAINT GRADE WOOD FRAME AT BED. N 1/L2 INSTALL SWITCHES AS NOTED ON PLAN. o N R 1/W1 PAINT WALLS. PATCH HOLES IN WALLS FROM ARTWORK AND/OR DEMOLITION. "' " 4 E1 ME3 1/W2 INSTALL NEW SPECIAL FINISH AT HEADBOARD WALL AS SHOWN ON ELEVATION. M (� 4 N N 4 4 16, ME5 4 N 1/131 INSTALL PAINT GRADE WOOD BASE. ALIGN N <# X X 0 4 9,_0" 1/C1 SKIM COAT EXISTING CEILING TO ROLLER TEXTURE AND FLAT PAINT AS SCHEDULED. E1E1 DM R R Ar /1 DR1 PREPARE AND PAINT EXISTING DOOR. INSTALL NEW PAINT GRADE CASING ON —_ DOOR FRAME AND NEW HINGE STYLE DOOR STOP ADD PICTURE MOLDING TO BOTH Prima Consultant Line 1 SIDES OF DOOR. This is inserted on Defpoints) 1/DR2 INSTALL NEW PAINT GRADE JAMB & HEADER FOR NEW SLEEKER/SLIDER DOOR. P 0 1/DR3 INSTALL NEW PAINT GRADE CASING ON NEW DOOR TO JULIET BALCONY. Project Address NUJM AOCEMM MID MM, Project City, State Zip 1/M1 INSTALL PAINT GRADE/WOOD FRAME AT BED/HEADBOARD, CONCEAL CONDUIT IN WOOD DRAPERY PANEL FOR GUESTROOM— BED/PUCK—LIGHTS & EXTERIOR LIGHT. EXTERIOR PARLOR SUITE PARLOR SUITE LIGHT'S CONDUIT SHALL CONTINUE IN CROWN MOLDING TO EXTERIOR OF BLDG. REFER TO ENGINEERING DRAWING FOR INFORMATION. REFER TO DETAIL. 01 CONSTRUCTION PLAN (S-2) K` ELECTRICAL & PLUMBING PLAN (S-2) 1/M2 INSTALL PAINT GRADE/WOOD FRAME AT DOOR TO JULIET BALCONY, REFER TO DETAIL. --- ID3.7 SCALE: 1/4" = 1'-0" ID3.7 SCALE: 1/4" = 1'-0" (FOR INFORMATION ONLY) 1 3 PAN N I EOYE C 1 M4 INSTALL NEW C 0 N MOLDING IN GUE TR OM EA. IN TAL SMALL CUT OUTS IN CROWN TO ALLOW FOR SPRINKLERS ESCUTCHEON PLATE. PAINT INSIDE OF WOOD OPENING. 01Q011V 1/WW1 PATCH HOLES WHERE DRAPERY WAS REMOVED. COORDINATE WITH DRAPERY INSTALLER FOR INSTALLATION OF NEW DRAPERY TREATMENT. .1 1 FURNHURE, ART AND ACCESMS 1/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. —4 6 10 MIM Roos —AREA 2 npmT 2/F1 INSTALL STONE TILE FLOORING. INSTALL TILE UNDER VANITY. 1U 2/F2 INSTALL NEW SHOWER PAN, DRAIN, PLUMBING AND 2-1/2"" H. SHOWER CURB. INSTALL BATo2 IM H 4.2 1D4,1 ME8 , WATERPROOFING MEMBRANE ON FLOORS TO RECEIVE NEW TILE. MEMBRANE SHALL o I EXTEND 2'-0" H. AT SHOWER SURROUNDS. INSTALL 4" X 4" TILE ON SLOPED SHOWER FLOOR. ID4.2 •1 ME9 2'-0" L1mm (FOR HIMM ATION ONLY GUESTROOM2 � rl k0ih, I � 2/1_1 NOT USED. ID4.1 7'-4„ / 2/L2 INSTALL NEW RECESSED/CEILING MOUNTED LIGHT AT SHOWER. SIM / 2/L3 INSTALL NEW ELECTRIFIED VANITY MIRROR WITH SWITCH. D4A ID4.2 15 2/1_4 INSTALL SWITCHES AS NOTED ON PLAN. 7'-11» ID4.1 11-6 _6 — ME4 / Cy 2. / 2/W1 INSTALL STONE TILE ON WALLS OF SHOWER ENCLOSURE. REFER TO ELEVATIONS. INSTALL NEW CEMENT BOARD SUBSTRATE. C,4 // // 2/W2 INSTALL WALLCOVERING AS SCHEDULED. \ —— X 2/W3 INSTALL STONE TILE W/VWC BELOW ON WALL BEHIND VANITY MIRROR. REFER TO \ ' �I-01, _ ELEVATION FOR LOCATIONS OF FINISHES. - 15 2/W4 INSTALL TEMPERED/CLEAR/FIXED FULL HT. GLASS PANEL W/2'-9 W./CLEAR OPENING TO " " \ SHOWER. INSTALL 2'-0" HORIZONTAL MOUNTED/BRUSHED NICKEL TOWEL BAR ON ONE 4 0 2 6 1 0 1 ID4.1 / 3'-0"1 SIDE OF GLASS SHOWER PANEL. INSTALL VERTICAL CHANNEL ON GLASS PANEL AT 15 06 SIM -- \ ID4.1 ID4.2 � 7'-0" >1 ` / � w AND CURB. INTERSECTION. INSTALL BRUSHED NICKEL CHANNELS AT CEILING POWDER ID4.2 / ME4 W �\ 71-11 PARLOR � EHTR'Y—�► 4 ------ - ENTRY �\\ v LO 17 ^ I \ � ` L�.1 I4/F1 INSTALL NEW STONE TILE 0 ENTRY. NOTE THAT TILE CONTINUES INTO 2/C1 SKIM COAT CEILING AND INSTALL ROLLER TEXTURE. FLAT PAINT CEILING AS SCHEDULED. PARLOR X \ \ \ 2, 0„ POWDER BATH. INSTALL TILE UNDER COFFEE BAR. 2/C2 INSTALL/CONTINUE GYPSUM BOARD SOFFIT AS NOTED ON PLAN. \ \ / / ! / 4/F2 INSTALL STONE THRESHOLD AT ENTRY. REFER TO DETAIL. 2/C3 REPLACE EXISTING SOFFIT. _ - 4/F3 CENTER OF NEW STONE FLOOR MEDALLION SHALL BE THE CENTER OF NEW LIGHT FIXTURE 0 3—0 / „ / ABOVE. NEW LIGHT FIXTURE SHALL BE INSTALLED IN CEILING 0 NEW J—BOX LOCATION. 2z KEY PLAN / 3P-63- 7'_11" 4/F4 INSTALL NEW METAL TRANSITION STRIP AT CARPET TO HARD SURFACE. 2/61 INSTALL STONE BASE AS SCHEDULED. STOP & START NEW BASE ON EACH SIDE OF REAR 110G DISCHARGE TOILET PLATE. 4/1_1 INSTALL RECESSED DOWN LIGHTS AND WALLWASHERS. DOOFts 4/1_2 INSTALL NEW RECESSED DOWN LIGHT 0 COFFEE BAR SOFFIT. NEW FIXTURE SHALL BE 2/DR1 INSTALL NEW PAINT GRADE JAMB & HEADER FOR NEW SLEEKER/SLIDER DOOR. 7'-0" CENTERED IN NEW SOFFIT. REFER TO DETAIL. LAUNDRIK, ACCESSORIES AND MIT, If 15'-7i" 4/W1 PAINT WALLS. PATCH HOLES IN WALLS FROM ARTWORK AND/OR DEMOLITION. 2/M1 INSTALL NEW GCFI VANITY PER ELEVATION. 2 M2 IN A ESSORIE PE D WI GS. 2 M INSTALL C 0 N 0 DI G T EA. I STA L L UT OU S I C OW T 4/131 INSTALL PAINT GRADE/WOOD BASE. ALLOW FOR SPRINKLERS ESCUTCHEON PLATE. PAINT INSIDE OF WOOD OPENING. PARLOR SUITE PARLOR SUITE caum FURNRURE ART AND AOCES90RIE5 03 KEYED TARGETS & ELEVATIONS PLAN (S-2ro_4N RCP PLAN (S-2) 4 C1 SKIM COAT EXISTING CEILING TO ROLLER TEXTURE AND FLAT PAINT AS SCHEDULED. 2/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. �E.7SCALE: 1/41 -0ID3.7 SCALE: 1/4" 1 -0" = ' " = ' " 4//C2 INSTALL GYPSUM BOARD SOFFIT PER PLAN. SOFFIT SHALL ACCOMMODATE NEW A/C/MECHANICAL UNIT & RECESSED CAN LIGHTS-COORDINATE INSTALLATION AS REQUIRED. REVISIONS PAINT SOFFIT AS SCHEDULED. NO. DESCRIPTION DATE BM -- POINDER ROOM _AREA 3 �1 PERMIT REVISION 12/22/06 4/DR1 PREPARE & PAINT EXISTING ENTRY DOOR. INSTALL NEW PAINT GRADE CASING ON ENTRY DOOR FRAME & APPLIED MOLDING ON ENTRY DOOR & NEW HINGE STYLE DOOR STOP FLOORS - - (GUESTROOM SIDE OF DOOR ONLY.) ADD PICTURE MOLDING TO DOOR. REMOVE & PS-707-ART REINSTALL SECURITY LATCH UPON COMPLETION OF PAINTING/ENTRY DOOR. INSTALL NEW 3/F1 INSTALL STONE TILE FLOORING. INSTALL T1LE UNDER LAVATORY. PS-307-WT SECURITY PLATE ON ENTRY DOOR. MATCH EXISTING FINISH. — ---��- PS-106-CG PS-709-MR PS-104-CG 4/DR2 INSTALL NEW PAINT GRADE JAMB & HEADER FOR NEW SLEEKER/SLIDER DOOR. PS-402—LT PS-105-CG 4/DR3 INSTALL NEW PAINT GRADE CASING ON NEW DOOR TO JULIET BALCONY. 3/1_1 INSTALL NEW DOWN LIGHT OVER VANITY_ Fr—PS-403-LT 3/1_2 INSTALL SWITCHES AS NOTED ON PLAN. �— -- MILLWORK -- 4/M2 INSTALL GCFI STAIN GRADE COFFEE BAR WITH STAIN GRADE FULL HEIGHT BACK SPLASH ® 3/W1 INSTALL STONE TILE ON WALL REFER TO ELEVATIONS. — --_ COFFEE BAR BACK & A/C UNIT SIDE.) 3/W2 INSTALL WALLCOVERING AS SCHEDULED. LT-05 PS-303-BD 4/M3 INSTALL PAINT GRADE/WOOD FRAME AT DOOR TO JULIET BALCONY, REFER TO DETAIL. - --- ------ PS-304-BD 4 4 P 1 V RI E NC FILE LOG o PS-305-BD 4/M5 INSTALL NEW C 0 N MO DING IN AR OR & E TRY AR INS ALLI III SMALL CU OUTS N 3/C1 SKIM COAT CEILING AND INSTALL ROLLER TEXTURE. FLAT PAINT CEILING AS SCHEDULED. PS-306-PI PS-405-LT CROWN TO ALLOW FOR SPRINKLERS ESCUTCHEON PLATE. PAINT INSIDE OF WOOD OPENING. 3/C2 INSTALL/CONTINUE GYPSUM BOARD SOFFIT AS NOTED ON PLAN. ACTIVITY BY —1— PS-308—BDS PS-308--BDS AdOW 3/C3 REPLACE EXISTING SOFFIT. Manager KACIavez 13 1 p� Design AV,LR D4.3 WC— 1 CP-01 PS-205—SG 4/WW1 PATCH HOLES WHERE DRAPERY WAS REMOVED. COORDINATE WITH DRAPERY INSTALLER sm FOR INSTALLATION OF NEW DRAPERY TREATMENT. Draw CL CPP-01 PS-302—WT PS-206—SG 3/131 INSTALL STONE BASE AS SCHEDULED. STOP & START NEW BASE ON EACH SIDE OF REAR Check LSC,KC&LR PS 711- RT DISCHARGE TOILET PLATE. X C_ PS-710-MR PS-107-CG PS-108-CG 4/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. DOORS STAMP 3/DR1 INSTALL NEW PAINT GRADE JAMB & HEADER FOR NEW SLEEKER/SLIDER. REFER TO DETAIL. PS-704a-ART ENGINEERING FOR INFORMATION ONLY PS-706—ART ® 3 IC S R S A41 0 . — /M2 INSTALL NEW RO N M LDING IN POWDER OOM AREA. INSTALL SMALL CUT UT IN ME1 REPLACE DUPLEX OUTLET WITH QUAD OUTLET BEHIND BED IN GUESTROOM. PS 401 LT CROWN TO ALLOW FOR SPRINKLERS ESCUTCHEON PLATE. PAINT INSIDE OF WOOD OPENING � LT-01 PS-202—SG ME2 REFER TO G.C. SCHEDULE FOR DEVICE/PLATE COLOR. PS— 01—WT ME3 INSTALL NEW REAR DISCHARGE TOILET. fit- MR 3 wr-nl ME4 NOT USED. FURNMIRE MT MID —701—ART ME5 INSTALL COFFEE BAR OUTLET AND REFRIGERATOR. INSTALL HORIZONTAL MOUNT/DUPLEX PS-203—SG OUTLET IN STAIN GRADE WOOD PANEL. MOUNT ELECTRICAL DEVICE AT 45" AFF. OUTLET 3/FFE1 INSTALL NEW OWNER PROVIDED F. F. & E. PER PLAN COVER PLATE ON STAINED WOOD SHALL BE BROWN. OTHER OUTLET SHALL BE 18" AFF. PS-704b—ART ME6 ELECTRICAL OUTLETS AND LIGHT SWITCHES SHALL BE GANGED TOGETHER PS-705a—ART PS-102—CG PS-204—SG CP-01 4 Ag 9 2�/3? PS-705b-ART (WHEN ) PS-704c-ART - - PS-705c-ART CPP-01 ME7 OTUS p� APPEAR TIGHTLY TOGETHER. �2IQ1/0� PS-705d-ART ME8 INSTALL NEW SWITCH AT BATH ENTRY FOR RECESSED/COFFEE BAR DOWNLIGHT. 14 PS-201-SG ME9 PROVIDE ELECTRICAL FOR NEW RECESSED DOWN LIGHTS IIN BATH W/ SHOWER. D4.3 \—PS-103-CG ME10 PROVIDE ELECTRICAL FOR NEW LIGHTS OVER HEADBOARD & EXTERIOR LIGHTS. CONCEAL PS-200-SG PS-101-CG CONDUIT FOR BED/PUCK LIGHTS & EXTERIOR LIGHTS IN WOOD DRAPERY PANEL. EXTERIOR PS-100-CG LIGHT'S CONDUIT SHALL CONTINUE TO EXTERIOR OF BLDG. IN NEW CROWN MOLDING. PS-404-LT REFER TO ENGINEERING DWGS FOR INFORMATION. PS-700-MR ME11 RELOCATE CABLE BEHIND NEW T.V. CABINET IN GUESTROOM. ME12 RELOCATE ELECTRICAL OUTLET TO BEHIND T.V. CABINET. ME13 INSTALL NEW PEDESTAL LAVATORY. ME14 LIGHT SWITCH W/ELECTRICAL OUTLET IN POWDER ROOM. OUTLET AND DEVICES COVER SHALL BE IVORY. ME15 INSTALL SHOWER CONTROL ON TILE WALL ADJACENT SHOWER ENTRANCE. SHOWER HEAD Project No. 012-10133-000 SHALL BE ON PLUMBING WALL. Dec. 22, 2006 PARLOR SUITE (`6�5FF&E FINISH PLAN (S-2 SUITE GUESTROOM S-2 ID3.7 SCALE: 1/4" = 1'-0" D3 . 7 J:\012-10133-000\dwg\Guestroom\05 Arch itectural\GUESTROOM\RST—ID3.7.dwg December 20, 2006 — 3:51 pm ctle ©LEO A DALY Company 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2 ENGINEERING WINFORMATION ON THIS SHEET IS FOR ONLY. REFER TO MEP DRAWINGS, SEA TURTLE RESORT G3. ALL NATURAL STONE SHALL BE SEALED A MINIMUM OF TWO TIMES. 1 OCEAN BLVD. G4. INSTALL GROUT, SEALANT AND CAULKING PER SPECIFICATIONS. ATLANTIC BEACH, FL 32233 G5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY OWNER'S REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6 REFER TO ARCHITECTURAL DRAWING FOR ADA REQUIREMENTS & ACCESSIBILITY DETAILS. G7 INSTALL %" THICK CEMENT BOARD OVERLAY FOR ALL EXISTING WALLS RECEIVING NEW TILE BEHIND PLUMBING FIXTURES AND NEW SHOWER AND/OR TUB LOCATIONS. Remington Hotels Inc. 14185 Dallas Pkwy, Ste 11�0 PLAN NOTES — ( KADA- 1 & KADA- 2) Dallas, TX 75254 �1 WORK PLANNING NEW NOM ARCHITECTURE ENGINEERING GUA ' La)A DALY INTERIORS RM EST.1915 1/F1 INSTALL NEW CARPET AND PAD. STRETCH IN METHOD. 5307 E. Mockingbird Lane, Suite 400 1/F2 INSTALL NEW STONE TILE AT ENTRY AREA. REFER TO FLOOR PLAN FOR Dallas, TX 75206 USA FLOOR TILE PATTERN. NOTE THAT TILE CONTINUES INTO BATH. INSTALL TILE UNDER COFFEE BAR & CLOSET. Tel 214-526-1144 Fax 214-526-1411 1/F3 INSTALL STONE THRESHOLD AT ENTRY. REFER TO DETAIL. 1/F4 INSTALL NEW METAL TRANSITION STRIP AT CARPET TO HARD SURFACE. 1/F5 CENTER OF NEW STONE FLOOR MEDALLION SHALL BE THE CENTER OF NEW LIGHT FIXTURE ABOVE. NEW LIGHT FIXTURE SHALL BE INSTALLED IN CEILING AT EXISTING J-BOX LOCATION. VERIFY EXISTING CONDITIONS. LIGHM 11/1_1 INSTALL ENTRY LIGHT AT EXISTING J-BOX LOCATION IN CEILING. 1/L2 INSTALL TWO NEW LIGHTS BEHIND MILLWORK/PAINT GRADE WOOD FRAME AT BED. 1/0 INSTALL NEW RECESSED LIGHT FIXTURE W/RELOCATED ELECTRICAL AT PAINTED/COFFEE BAR SOFFIT. NEW FIXTURE SHALL BE CENTERED IN EXISTING/MODIFIED SOFFIT. WALLS 1/W1 PAINT WALLS. PATCH HOLES IN WALLS FROM ARTWORK AND/OR DEMOLITION. 1/W2 INSTALL NEW SPECIAL FINISH AT HEADBOARD WALL AS SHOWN ON ELEVATION. 1/W3 EXISTING EXTERIOR WALL SHALL BE FLUSH WITH NEW WINDOW. FURR OUT WALL AS REQUIRED. - — - GR-309-WT Primary Consultant Line1 GR-309g-WT (This is inserted on Defpoints) 1/131 INSTALL PAINT GRADE/WJOD ��ASE. Project Address J R-310-WT Protect City, State Zip GR-402 E Z -LT MM I I I W of 1/C1 SKIM COAT EXISTING CEILING TO ROLLER TEXTURE AND PAINT AS SCHEDULED. 1 ao 07 OPH 1 M 1/C2 INSTALL NEW COFFEE BAR FLAT SOFFIT CENTER RECESSED LIGHT I 1 GR-400-LT GR-104-CG I I�•1 I I FIXTURE IN NEW SOFFIT. PAINT AS SCHEDULED. NV7 -1 E1 !E]E1 I J R Q N GR-300-BD 0M ME1 E1 I ;' TV MOUNTED ON WALL. GR-302-BD _ � R I GR-701 MR 1 ¢o R 10A ( + GR-110-CG GR-304-BD 1/DR1 PREPARE AND PAINT EXISTING ENTRY DOOR. INSTALL NEW PAINT GRADE CASING I M RID4.1 E1 I GR-305-PI �_ GR-314-BDS I GR-100-CG ON ENTRY DOOR FRAME AND NEW HINGE STYLE DOOR STOP (GUESTROOM SIDE OF DOOR --- - - GR-314a-BDS ONLY, REFER TO BATHROOM DETAIL/SIM). REMOVE & REINSTALLSECURITY LATCH UPON GR-200 SGCOMPLETION OF PAINTING ENTRY DOOR. INSTALL NEW SECURITY PLATE ON ENTRY DOOR. fil- „ , I MATCH EXISTING FINISH. I I GUESTROOM I L=7'-11 I --C 1 GR-401-LT 1/DR2 INSTALL NEW PAINT GRADE CASING/JAMB ON NEW STAIN GRADE/NEW BATHROOM DOOR. 11 OPH ;' \\ z 1/DR3 NOT USED. I I ID4.1 I ; I GR-700-MR 4 a GR-103a-CG 1/DR4 INSTALL NEW PAINT GRADE CASING ON NEW DOOR TO JULIET BALCONY IN. E1I " w o 5'-0" i 2-0 07/ID3.5 � � � � � � .. � � � � � � � =L6m MILLWORK ACCEMMES MID MM CLEAR ` E1 - - - - - TYP. M R-310-WT EL=7'-4" / 1/M1 INSTALL STAIN GRADE COFFEE BAR AND CLOSET. REFER TO ELEVATION. ` I -C'I --------- ' 1/M2 INSTALL PAINT GRADE/WOOD FRAME AT BED/HEADBOARD. CONCEAL CONDUIT IN WOOD I DRAPERY PANEL FOR GUESTROOM - BED/PUCK LIGHTS & EXTERIOR LIGHT. EXTERIOR 1 1 LIGHT'S CONDUIT SHALL CONTINUE IN CROWN MOLDING TO EXTERIOR OF BUILDING. REFER TO ENGINEERING DRAWINGS FOR INFORMATIONS. REFER TO DETAIL R O O ME3 0 _ , 1/M3 INSTALL PAINT GRADE WOOD FRAME AT DOOR TO JULIET BALCONY, REFER TO DETAIL o EL-7-11 ; ME4 1 1 1 4 R P I�NO I E C LO BATH I I 1 GR-705-ART 1 M5 INSTALL C 0 DIG UE TR OM & E IN TALL S CUT UT IN J OPH ID4.1 6- i 1 —1 CROWN MOLD TO ALLOW FOR SPRINKLERS ESCUTCHEON PLATE. PAINT INSIDE OF WOOD 1 �' 1 OPENING E1 1 19 ; i 1 LT-01 >; ENTRY ID4•1 ° ', ; 1 ° LT-03A E2 <1 A4 13a-OPH i 1 1 1/WW1 PATCH HOLES WHERE DRAPERY WAS REMOVED. COORDINATE WITH DRAPERY INSTALLER FOR INSTALLATION OF NEW DRAPERY TREATMENT. MIN. o �`` o EL=7'-4" 0 a oGR-313-SH RJRNMW- ART MID AMMMES IT UE UJ ♦ , GC-09 1/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. ME8 1 1 1 E1 NEw WORK NWM- eM MM =MU 2 E1 Rpm 2/F1 INSTALL STONE TILE FLOORING. INSTALL TILE UNDER VANITY. 2/172 PROTECT EXISTING TUB AND DRAIN. KEYED TARGETS & MW ro_i CONSTRUCTION PLANK—ADA- 1K6�2ELECTRICAL & PLUMBING PLAN (K—ADA— il r3 ELEVATION PLAN —ADA— i04 REFLECTED CEILING PLAN —ADA o5 FF&E— FINISH PLAN (K—ADA-- 2/1_1 NOT USED. �.8SCALE: 1/4 = 1'-0" �.8SCALE: 1 4" - 1'-0" " 2/L2 INSTALL NEW RECESSED/CEILING MOUNTED LIGHT AT TUB./ / - (FOR INFORMATION ONLY) ID3.8 SCALE: 1/4 = 1 -0 ID3.8 SCALE: 1/4 = 1 -0 ID3.8 SCALE: 1/4 = 1 -0 2/1_3 NOT USED. 2/1_4 INSTALL SWITCHES AS NOTED ON PLAN. X= 2/W1 INSTALL STONE TILE ON WALLS OF TUB ENCLOSURE. REFER TO ELEVATIONS. INSTALL NEW CEMENT BOARD SUBSTRATE. KEY PLAN 2/W2 INSTALL WALLCOVERING AS SCHEDULED. 2/W3 INSTALL STONE TILE W/VWC BELOW ON WALL BEHIND VANITY MIRROR. REFER TO ELEVATION FOR LOCATIONS OF FINISHES. om 2/C1 SKIM COAT CEILING AND INSTALL ROLLER TEXTURE. FLAT PAINT CEILING AS SCHEDULED. 2/C2 INSTALL/CONTINUE GYPSUM BOARD SOFFIT AS NOTED ON PLAN. SOFFIT HEIGHT SHALL BE CONTINUOUS HEIGHT. 2/C3 LOCATION OF EXISTING SOFFIT. VERIFY IF EXISTING A/C SOFFIT CAN BE REWORKED AS SHOWN IN ADA ROOMS. 2/131 INSTALL STONE BASE AS SCHEDULED. STOP & START NEW BASE ON EACH SIDE OF REAR DISCHARGE TOILET PLATE. 0M 2/DR1 INSTALL NEW PAINT GRADE CASING ON NEW BATHROOM DOOR. REFER TO ELEVATION. REVISIONS GR-309-WT 2/M1 INSTALL NEW/OFCI VANITY PER ELEVATION. NO. DESCRIPTION DATE ` GR-309g-WT 22 PERMIT REVISION 12 1 2/M2 INSTALL ACCESSORIES PER DRAWINGS. 12/22/06 2/M3 INSTALL NEW SOAP DISHES AT TWO LOCATIONS. ONE AT LOVER PART OS WALL GR-402-LT z AND ONE AT REAR CORNER AT UPPER PORTION OF ENCLOSURE. IL IL2/M4 INSTALL NEW LAVATORY AND FITTINGS. INSULA PLUMBING PIPES WITH VINYL PAD E r WRAP (NO FOAM OR TAPE ALLOWED). I ( ( UJ0 GR-104 -CG 2/M5 INSTAL ROBE HOOK MOUNT PER ADA CODE AT 48" AFF. ;, -� 07 � GR-400-LT co I ID4.1 I FMffLff ART MO ACCESSOFNES GR-317-BDS E1 E1 -- o E1 ME1 ( ND R I �`�` MOUNTED ON WALL. GR-701-MR GR-300-BD 2/FFE1 INSTAL NEW OWNER PROVIDED FF&E PER PLAN. a R R D 10A OPH � GR-302-BD GR-110a-CG M I JR ' I�• 1 I ,' 1 E1 GR-305-PI o 15 ,� GR-100-CG GR-314-BDS GR-314a-BDS ENGINEERING FOR INFORMATION ONLY -- LAJGU ESTROOM �''---'� `\�`�� EL=7'-11" GR-401-LT - � GR-200-SG FILE LUG 11 � GR-103-CG 1 \ ME1 RELOCATE & REPLACE DUPLEX OUTLET WITH QUAD OUTLET BEHIND BED. ACTIVITY BY 1 I I I I o = / 1 ME2 REFER PER GC. SCHEDULE. FOR COLOR OF DEVICE/COVER. Manager KAChavez E1 IN. I�•1 2'-0" GR-310-WT ME3 INSTALL NEW REAR DISCHARGE TOILET. , AV,LR 5'-0" CLEAR JE1 ME4 NOT USED. - - .-._...- - ME5 NOT USED. „ `\ \ ME6 ELECTRICAL OUTLETS AND LIGHT SWITCHES SHALL BE GANGED TOGETHER Draw cl EL=7-4 N �1, '; ________ \ �/ GR-700-MR WHEN THEY APPEAR TIGHTLY TOGETHER.)) check LSC,Kc&LR <ME>4 ME7 NOT USED. "°` ► ME8 INSTALL THREE SWITCHES ® ENTRY DOOR. INSTAL SWITCHES FOR ENTRY LIGHT, COFFEE ` & LIGHT OVER HEAD BOARD. STAMP A O 1 E3 O BATH ' \�� ME9 PROVIDE ELECTRICAL FOR NEW RECESSED DOWN LIGHT IN TUB/SHOWER AREA. N VRI ME10 PROVIDE ELECTRICAL FOR NEW LIGHTS OVER HEADBOARD & EXTERIOR LIGHTS. CONCEAL GR-705-ART / CONDUIT FOR BED/PUCK LIGHTS & EXTERIOR LIGTS IN WOOD DRAPERY PANEL. EXTERIOR Le) � +22\ 6 ID4.1 �� ' % '� � I E1 19-OPH '' " G LIGHT'S CONDUIT SHLL CONTINUE TO EXTERIOR OF BUILDING IN NEW CROWN MOLDING. 15 PH a; ; / , EL=7 11 1 REFER TO ENGINEERING DRAWINGS FOR INFO. " ME11 RELOCATE CABLE BEHIND NEW WALL MOUNTED T.V.- 56 AFF. z E2 12 ID4.1 E1 `!. �`� LT-01 ME12 RELOCATE ELECTRICAL/CLOCK OUTLET TO BEHIND WALL MOUNTED T.V.- 56" AFF., HOR. M A4 ENTRY LT-03A MOUNTED. M ME13 INSTAL NEW BRIGHT WORK. I ME14 IN BATHROOM INSTALL A SWITCH FOR RECESSED LIGHTS & INSTALL GFI OUTLET ® VANITY MIN. - 0 37" AFF., HORIZONTAL MOUNTED. EL=7'-4" ,,�w GR-318-SH ME15 EXISTING A/C SOFFIT IN BATHROOM TO REMAIN. �' GC-26ou if ME16 PROVIDE CEILING OR WALL MOUNTED AUDIOVISUAL ALARMS. /reg2 V 3� ME17 INSTALL NEW HORIZONTAL ELECTRICAL OUTLET FOR COFFEE BAR 0 37" AFF. HORIZONTAL MOUNTED AND INSTALL OUTLET FOR REFRIGERATION ® 18" AFF. �j l 1 ME8 ME18 NEW THERMOSTAT LOCATION. ME19 INSTAL TWO ELECTRICAL OUTLETS ® COFFEE BAR. INSTAL HORIZONTAL DUPLEX OUTLET 0 45" AFF., MOUNT ON STAINED WOOD, COLOR SHALL BE BROWN. INSTAL DUPLEX OUTLET ® 18" AFF. BELOW. ME20 INSTALL TWO SHOWING AREAS IN SHOWER. INSTAL SHOWER HEAD OM MAIN PLUMBING WALL & INSTAL HAND SHOWER W/ SLIDE BAR ON SIDE WALL. KEYED TARGETS & ME21 NOT USED. O6CONSTRUCTION PLAN (K—ADA— 07 ELECTRICAL & PLUMBING PLAN (K—ADA—L 08 ELEVATION PLAN (K—ADA— 09 REFLECTED CEILING PLAN (K—ADA— 10FF&E— ME22 INSULATE PLUMBING PIPES W/ VINYL PAD WRAP ® VANITY.FINISH PLAN2 ID3.8 SCALE: 1/4 = 1'-0" iD3.8 SCALE: 1/4" = 1'-0" (FOR INFORMATION ONLY) ID3.8 SCALE: 1/4 = 1'-D" 103.8 SCALE: 1/4" = 1'-0" 103.8 SCALE: 1/4 it = 1'-0" Project No. 012-10133-000 Dec. 22, 2006 KING ADA GUESTROOM KADA-1 & KADA-2 D3 . 8 J:\012-10133-000\dwg\Guestroom\05 Arch itectural\GUESTROOM\RST-ID3.8.dwg December 20, 2006 - 3:52pm ctle 0 LEO A DALY Company 2006 GENERAL SHEET NOTES G1. ARCHITECTURAL DRAWINGS: REFER TO GENSLER'S ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS, NEW DOOR SCHEDULE AND NEW PARTITIONS TYPES. THE PURPOSE OF THESE DRAWINGS IS TO CONVEY DESIGN INTENT ONLY. G2 ENGIIIEERING DRAWINGS: ONLY. REFER TO MEP DRAWINGS.INFORMATION ON THIS SHEET IS FOR NFORMATIONSEA TURTLE RESORT G3. ALL NATURAL STONE SHALL BE SEALED A MINIMUM OF TWO TIMES. 1 OCEAN BLVD. 04. INSTALL GROUT, SEALANT AND CAULKING PER SPECIFICATIONS. ATLANTIC BEACH, FL 32233 G5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY OWNERS REP. AND ARCHITECT OF CONFLICTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. G6 REFER TO ARCHITECTURAL DRAWING FOR ADA REQUIREMENTS & ACCESSIBILITY DETAILS. G7 INSTALL %" THICK CEMENT BOARD OVERLAY FOR ALL EXISTING WALLS RECEIVING NEW TILE BEHIND PLUMBING FIXTURES AND NEW SHOWER AND/OR TUB LOCATIONS. Remin ton Hotels Inc. 14185 Da§as Pkwy, Ste 11 X50 PLAN NOTES - ( KADA- 3 & KADA- 4) Dallas, TX 75254 PLANING NEW WORK ARCHITECTURE ENGINEERING (WAM ' L(D A DALY INTERIORS FLOM EST.1915 1/F1 INSTALL NEW CARPET AND PAD. STRETCH IN METHOD. 5307 E. Mockingbird Lane, Suite 400 1/F2 INSTALL NEW STONE TILE AT ENTRY AREA. REFER TO FLOOR PLAN FOR Dallas, TX 75206 USA FLOOR TILE PATTERN. NOTE THAT TILE CONTINUES INTO BATH AND CLOSET. INSTALL TILE UNDER COFFEE BAR. Tel 214-526-1144 Fax 214-526-1411 1/F3 INSTALL STONE THRESHOLD AT ENTRY. REFER TO DETAIL 1/F4 INSTALL NEW METAL TRANSITION STRIP AT CARPET TO HARD SURFACE. 1/F5 CENTER OF NEW STONE FLOOR MEDALLION SHALL BE THE CENTER OF NEW LIGHT FIXTURE ABOVE. NEW LIGHT FIXTURE SHALL BE INSTALLED IN CEILING AT EXISTING J-BOX LOCATION. VERIFY EXISTING CONDITIONS. L 1/L1 INSTALL ENTRY LIGHT AT EXISTING J-BOX LOCATION IN CEILING. 1/L2 INSTALL TWO NEW LIGHTS BEHIND MILLWORK/PAINT GRADE WOOD FRAME AT BED. 1/L3 INSTALL NEW RECESSED LIGHT FIXTURE W/RELOCATED ELECTRICAL AT PAINTED/COFFEE BAR SOFFIT. NEW FIXTURE SHALL BE CENTERED IN EXISTING/MODIFIED SOFFIT. �ALI� 1/W1 PAINT WALLS. PATCH HOLES IN WALLS FROM ARTWORK AND/OR DEMOLITION. 1/W2 INSTALL NEW SPECIAL FINISH AT HEADBOARD WALL AS SHOWN ON ELEVATION. 1/W3 EXISTING EXTERIOR WALL SHALL BE FLUSH WITH NEW WINDOW. FUR-OUT WALL AS REQUIRED. Primary Consultant Line1 B (This is inserted on Defpoints) GR-309-WT 1/131 INSTALL PAINT GRADE/WOOD BASE. Project Address GR-309g-WT Project City, State Zip R-310-WT JGR-402-LT RX Ors 1/C1 SKIM COAT EXISTING CEILING TO ROLLER TEXTURE AND PAINT AS SCHEDULED. 1 C2 INSTALL NEW COFFEE BAR FLAT SOFFIT CENTER RECESSED LIGHT h _J1 F/X F/< 1-7 — — — I — — I — — L`' FIXTURE IN NEW SOFFIT. PAINT AS SCHEDULED. s 01 OPH n GR-104-CG 1 ( ID4.1 I ( DESK LAMP, TYP. � >< >< >< >< E1 E1 , GR- 02-BD I GR-701-MR ON ENTRY DOOR FRAME AND NEW HINGE STYLE DOOR STOP (GUESTROOM SIDE OF DOOR �R R ME1 E1 10a GR-110-CG GR- 04-BO ONLY, REFER TO BATHROOM DETAIL/SIM). REMOVE & REINSTALL SECURITY LATCH UPON R ID4.1 I E1 1 ' ( GR 305-PI COMPLETION OF PAINING ENTRY DOOR. INSTALL NEW SECURITY PLATE ON ENTRY DOOR. >< Q GR-3 4-BDS I GR-100-CG MATCH EXISTING FINISH. 1 I I I GR-31 a-BDS 1/DR2 INSTALL NEW PAINT GRADE CASING/JAMB ON NEW STAIN GRADE/NEW BATHROOM DOOR. ,, GR-200-SG F1 1/DR3 NOT USED. GUESTROOM I EL=7'-11" \ I , _ , \ I � � GR-401-LT 1/DR4 INSTALL NEW PAINT GRADE CASING ON NEW DOOR TO JULIET BALCONY >< >< >< >< 1-OP ; \ MLLW= AGE'S MID LASC, I I ID4.1 I � I GR-103a-CG \ o a= Q IN. E1 + 2'-0" GR-700-MR S F D I >< >< CLEAR �` E1 _._117 ----------------<-:'.._..-.._........._-.-._.....__.....__.. R-310-WT 1/M2 INSTALL HINT GRADE WOOD FRAM AT BE /HEADBOARD, CONCEAL CONDUIT IN WOOD o EL=7'-4" / DRAPERY PANEL FOR GUESTROOM-BED/PUCK- LIGHTS & EXTERIOR LIGHT. EXTERIOR `�x >< >< �N b _ '----- LIGHT'S CONDUIT SHALL CONTINUE IN CROWN MOLDING TO EXTERIOR OF BLDG. REFER �� TO NG. DRAWIN F R I FO AI N. EF R T D AIL 1 � 1/M I A N G E 0 F M AT 0 T J BALCONY, REFER TO DETAIL I 6-OPH �`� `� >< ID 1 _ 1/M4 P C & PAINT ALL H AC GRILLE AND VENT OV RS Q NA ME3 BATH D \ �; i D /M5 INS ALL N R W LD NG ® G S 0 M & N . ST LL SM UT OU S I o I _ : GR-705-ART CROWN MOLD TO ALLOW FOR SPRINKLERS ESCUTCHEON PLATE. PAINT INSIDE OF WOO>< >< D "' �'>< !` ME4 yvp P NI G. >< MID= I , NOM E1 1 Og • i ; ,;` LT-01 / 1 WW1 PATCH HOLES WHERE DRAPERY WAS REMOVED. COORDINATE WITH DRAPERY INSTALLER ID4.1 '" � / >< LT-03a FOR INSTALLATION OF NEW DRAPERY TREATMENT. A4 E2 L=7-11 `` D �' ENTRY X - �>< - ``` � m- _ ., >< RIRNMJRF- ART AND 11-6 >< >< >< % MIN. o o ` CiEL=7'-4" GR-313-SH 1/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. o W' GC-09 NEW WORK NOr - ME8 BATH ROOM -AREA 2 E1 E1 RDM 2/F1 INSTALL STONE TILE FLOORING. INSTALL TILE UNDER VANITY.2/172 PROTECT PROTECT EXISTING TUB AND DRAIN. KEYEDTARGETS & K`o�iCONSTRUCTION PLANK—ADA-3K`o_�2ELECTRICAL & PLUMBING PLAN (K—ADA— o3 ELEVATION PLAN - —ADA— 04 REFLECTED CEILING PLAN LK—ADA-- o5 FF&E—FINISH PLAN (K—ADA— 2/1_1 NOT USED ID3.8 SCALE: 1/4 = 1'-0" ID3.8 SCALE: 1/4" = 1'-0" (FOR INFORMATION ONLY) ID3.8 SCALE: 1/4 = 1'-0" ID3.8 SCALE: 1/4" = 1'-0" ID3.8 SCALE: 1/4 = 1'-0" --- - -- 2/1_2 INSTALL NEW RECESSED CEILING MOUNTED LIGHT AT TUB. 2/0 NOT USED 2/1_4 INSTALL SWITCHES AS NOTED ON PLAN. WALLS 2/W1 INSTALL STONE TILE ON WALLS OF TUB ENCLOSURE. REFER TO ELEVATIONS. INSTALL NEW CEMENT BOARD SUBSTRATE. KEY PLAN 2/W2 INSTALL WALLCOVERING AS SCHEDULED. 2/W3 INSTALL STONE TILE W/VWC BELOW ON WALL BEHIND VANITY MIRROR. REFER TO ELEVATION FOR LOCATIONS OF FINISHES. am 2/C1 SKIM COAT CEILING AND INSTALL ROLLER TEXTURE. FLAT PAINT CEILING AS SCHEDULED. 2/C2 INSTALL/CONTINUE GYPSUM BOARD SOFFIT AS NOTED ON PLAN. SOFFIT HEIGHT SHALL BE CONTINUOUS HEIGHT. 2/C3 LOCATION OF EXISTING SOFFIT. VERIFY IF EXISTING A/C SOFFIT CAN BE REWORKED AS SHOWN IN ADA ROOMS. 2/81 INSTALL STONE BASE AS SCHEDULED. STOP & START NEW BASE ON EACHSIDE OF REAR DISCHARGE TOILET PLATE. DOORS 2/DR1 INSTALL NEW PAINT GRADE CASING ON NEW BATHROOM DOOR. REFER TO ELEVATION. REVISIONS 1 M LWORK. ACCESSORES AND IRSC, NO. DESCRIPTION DATE GR-309-WT 2/Ml INSTALL NEW/OFCI VANITY PER ELEVATION. GR-309g-WT 2/M2 INSTALL ACCESSORIES PER DRAWINGS. Ol PERMIT REVISION 12/22/06 2/M3 INSTALL NEW SOAP DISHES AT TWO LOCAIONS. ONE AT LOVER PART OS WALL • R-310-WT AND ONE AT REAR CORNER AT UPPER PORTION OF ENCLOSURE. FGR-402-LT 2/M4 INSTALL NEW LAVATORY AND FITTINGS. INSULATION PLUMBING PIPES WITH VINYL PAD E I I v o WRAP (NO FOAM OR TAPE ALLOWED). I 07 OPH R-104-CG 2/M5 INSTALL ROBE HOOK MOUNT PER ADA CODE AT 48" AFF. 1I 00 I ID4.1 I I DESK LAMP, TYP. FURNMX ART AND AMMMES 10 I I i I ; TV MOUNTED ON WALL. 2/FFE1 INSTALL NEW OWNER PROVIDED FF&E PER PLAN. I 1 R d N R l0a ; I GR-701-MR E1 E R ME1 E1 ID4.1 I E1 � I GR-110-CG R 1 I GR-100-CG ENGINEERING ( FOR INFORMATION ONLY GR-200-SG I FILE LOG GUESTROOM EL=7'-11" ;%' `��'�,_ _---'� GR-401-LT ME1 RELOCATE & REPLACE DUPLEX OUTLET WITH QUAD OUTLET BEHIND BED. I 1 / \ GR-103a-CG ME2 REFER TO GC. SCHEDULE FOR DEVICE/COVER COLOR. ACTIVITY BY I ID4.1 I " I ,,O 1 W= ME3 INSTALL NEW ADA REAR DISCHARGE TOILET. Manager KAChavez IN. "El GR-700-MR o " 2-0 h i ME4 RELOCATE EXISTING VENT IN NEW SOFFIT AT VANITY. COORDINATE LOCATION. CLEAR ; E1 ---- - `; ----------- L G� M R-310-WT ME5 NOT USED. Design AV,LR 1 % �� EL-=7'-4" ME6 ELECTRICAL OUTLETS AND LIGHT SWITCHES SHALL BE GANGED TOGETHER Draw CL (WHEN THEY APPEAR TIGHTLY TOGETHER.) I N ME7 NOT USED. Check LSC,KC&LR ME8 INSTALL THREE SWITCHES ® ENTRY DOOR. INSTALL SWITCHES FOR ENTRY LIGHT, COFFEE & LIGHT OVER HEAD BOARD. . 1 `� — ME9 PROVIDE ELECTRICAL FOR NEW RECESSED DOWN LIGHT IN TUB/SHOWER AREA. STAMP D aw ME3 SIM ME10 PROVIDE ELECTRICAL FOR NEW LIGHTS OVER HEADBOARD & EXTERIOR LIGHTS. CONCEAL 6-0PH ID4.1 `� ; f ME4 O GR-705-ART CONDUIT FOR BED/PUCK LIGHTS & EXTERIOR LIGHTS IN WOOD DRAPERY PANEL. EXTERIOR I i 'r LIGHT'S CONDUIT SHALL CONTINUE TO EXTERIOR OF BLDG. IN NEW CROWN MOLDING. 19 G / REFER TO ENGINEERING DWGS FOR INFORMATION. BATH ME11 RELOCATE CABLE BEHIND NEW T.V. CABINET- 56" AFF. I 1 LT-01 ME12 RELOCATE ELECTRICAL CLOCK OUTLET TO BEHIND T.V. CABINET- 56" AFF., HOR. MOUNTED. ID4.1 OPH =' ME13 INSTALL NEW BRIGHT WORK. E1 i' ° 13-OPH „� __---------- �° / LT-03a ME14 IN BATHROOM INSTALL A SWITCH FOR RECESSED LIGHTS & INSTALL GFI OUTLET ® VANITY A4 ;r, X " AFF., HORIZONTAL " ENT I ,... ME15 EXISTING ACS SOFFIT INBATHROOM TO REMAIN. �- ME16 PROVIDE CEILING OR WALL MOUNTED AUDIOVISUAL ALARMS. GR-318-SH „ ME17 INSTALL NEW HORIZONTAL ELECTRICAL OUTLET FOR COFFEE BAR ® 37 AFF. HORIZONTAL w EL=7'-4" GC-26 MOUNTED AND INSTALL OUTLET FOR REFRIGERATION 118" AFF. ME18 NEW THERMOSTAT LOCATION. ME8 ME19 INSTALL TWO ELECTRICAL OUTLETS 0 COFFEE BAR. INSTALL HORIZONTAL DUPLEX OUTLET /^2 V--<@> 2 X03? ® 45" AFF., MOUNT ON STAINED WOOD, COLOR SHALL BE BROWN. INSTALL DUPLEX OUTLET ® 18" AFF. BELOW.LA 12/,V/D r/ E1 ME20 INSTALL TWO SHOWING AREAS IN SHOWER. INSTALL SHOWER HEAD OM MAIN PLUMBING WALL & INSTALL HAND SHOWER W/ SLIDE BAR ON SIDE WALL ME21 NOT USED. KEYED TARGETS & ME22 INSULATE PLUMBING PIPES W/ VINYL PAD WRAP ® VANITY. K`6�6CONSTRUCTION PLANK—ADA-4 (*`6�7ELECTRICAL & PLUMBING PLAN (K—ADA— 08 ELEVATION PLAN (K—ADA— REFLECTED CEILING PLAN (K—ADA— FF&E— F1 NISH PLAN (K—ADA-4 �-8SCALE: 1/4 = 1'-0" ID3.8 SCALE: 1/4" = 1'-0" (FOR INFORMATION ONLY) ID3.8 SCALE: 1/4 = 1'-0" ID3.8 SCALE: 1/4" = 1'-0" ID3.8 SCALE: 1/4" = 1'-0" Project No. 012-10133-000 Dec. 22, 2006 KING ADA GUESTROOM KADA 3 & KADA-4 I D 3 . 9 J:\012-10133-000\dwg\Guestroom\05 Arch itectural\GUESTROOM\RST-ID3.9.dwg December 20, 2006 - 3:53pm ctle 0LEO A DALY Company 2006 SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 SOFFIT WIDTH EQUALS TUB WIDTH PLUS 1 �"- 07 NOT TO EXCEED 2'-8" RIFY 2'-0" NEW SOFFIT NEW SOFFIT W/ � GC-03 I�'3 RECESSED LIGHNEW SOFFIT T EXISTING SOFFIT RECESSED LIGHT IMPEX STAIN GRADE Rem*i n ton Hotels InC. ST-02 14185 Da as Pkw Ste 11 X50 ST-02 DOOR W/ FROSTED Y� GC-09 GC-09 ST-02 TEMPERED GLASS Dallas, TX 75254 T_L_ ° ROBE HOOK GC-O6 ID4.3 STAINED WOOD - 20 ... .__._j._.-._.......__._..._.-._..:_-_..._..-_-.._.._.--_..1..-_.._.-._.__-_..._...j-_.. ._. SHELF & SIDES LT-03 ' MIRROR LIGHT/ OFCI 9x18 RUNNING BOND NEW HINGED CLOSET DOOR GC-08 PLANNING VERTICAL TILE W/FROSTED TEMPERED ARCHITECTURE ENGINEERING GLASS GC-32 A DALY INTERIORS ST-03 // TILE BEHIND MIRROR I OFCI INSET GLASS TOP IMPEX STAIN GRADE ST-03 I GR-705-ART VENEER GRAIN STAINLESS STEEL EST.1915 COFFEE BAR W/ HANG ROD. - GR-702-MR , o WOOD DOOR W/ > " REFRIGERATOR FROSTED TEMPERED OFCI VANITY W GLASS i GLASS a, a, ID4.3 PT-05 5307 E. Mockingbird Lane, Suite 400 I� ----------------------- ---- ------ ; - - TOP / i� / GC-10 ^ - - �, °O ^ BACK PAINTED GLASS " Dallas, TX 75206 USA 0 -- oo PAINTED WALL Tel 214-526-1144 Fax 214-526-1411 ST-03 6 LO PT-03 =tD �I I GC-0 =! OFCI VANITY „ ----------- --:------ -----------------------1-- I, In - I - o VERIFY REFRIGERATION CAVITY �` --�`--------- 01 OPEN TO WALL �, ® ID4.3 PAINTED WOOD BASE EXISTING TUB I PT-01 Q IF TUB WIDTH IS LESS FILLER PANEL 5'-0" VERIFY NOTE: INSTALL MECHANICAL NOTE: CONTRACTOR TO THAN 2'-8' EXTEND TILE NEW TOILET NOTE: REFER TO ELEV. 05 ID4.1 FOR INTERIOR VERIFY EXISTING NOTE: CLOSET LENGTHS SOFFIT AT VANITY IN ROOM COORDINATE SOFFIT WIDTH TO FLOOR. COORDINATE W/ / 400 & 700 W/TUB WIDTH TYP. NEW DOOR FRAME A OF COFFEE BAR IN-23 & 21 GUESTROOM REFRIGERATION & ARE SMALLER CLOSET AREAS ELEVATION @ BATHROOM 03 ELEVATION @ BATH o4 ELEVATION @ BATHROOM o5 ELEVATION @ CLOSET o5AELEVATION @CLOSET 01 ELEVATION @VANITYK�62� „ „ „ �41SCALE: 1/2" = 1'-0" ID4.1 SCALE: 1/2" = 1'-0" ID4.1 SCALE: 1/2" = 1'-0" �41SCALE: 1/2" = 1'-0" �41SCALE: 1/2 = 1 -0 TYP. GUESTROOM �11)4.`IrSCALE: 1/2 = 1 -0 Primary Consultant Line1 (This is inserted on Defpoints) Project Address OF FIXTURE OF FRAME OF FIXTURE OF FRAME Project City, State Zip - 3►-6" 8'-0, 39_6" 3,_5" 7'-11" 3,_5" 8'-0" PAINTED CROWNE 07 08 GC-309-WT � � GR-705-ART -- 12 MOLDING PT-01 1D4,3 WALL SCONCE ID4 ID4.3 PAINT GRADE PANEL & ID4A .3 PAINT GRADE PANEL & EQ. EQ. ID4.3 U LT-02 SF-01 PT-01 CROWNE PT-01 17 SF-01 PT-01 CROWNE PT-01 WALL TO WALL CONTINUOUS DOOR HARDWARE FACADE GYP. BD. SOFFIT W RECESSED LIGHTS PUCK LIGHT PUCK LIGHT GR-311-WT GR-311-WT GC-07 IMPEX STAIN GRADE 09 09 GR-702a-MR WOOD DOOR W/ o J L ID4.3 J V-I FROSTED TEMPERED / �' W �' w 17 o --- GLASS VC3 � GC-10 / o � i o 00 00 GC-03 0 1C CFCI STAIN GRADE 08 08 ---------- VANITY W/ PAINTED ----i--r----, ID4.3 V.3 c� C> GLASS TOP Lj 01 01 01 CONTROL AREA WOOD BASE ID4.3 ID4.3 ID4.3 Q EXISTING TUB PT-01 STONE BASE AS SCHEDULED 7" PAINT WOOD GRAD BASE PT-01 7" PAINT WOOD GRAD BASE PT-o1 1 -6" NEW ADA TOILET 15'-0" 14'-9" 5'-0" 3'-0" NOTE: MIRROR SHALL BE MOUNTED IN ADA RMS W/ THE BOTTOM EDGE OF REFLECTING @ADA BATH SURFACE NO HIGHER THAN 40os ELEVATION @ ADA BATHROOM DOOR o7 ELEVATION @ WINDOW o8 ELEVATION @ D D-3 HEAD BOARD o8a ELEVATION @ D D- 1 & D D-2 HEAD BOARD ("o_q� ELEVATIONABOVE FINISH FLOOR AND TOP ID4.1 SCALE: 1/2" = 1'-0" �4.1SCALE: 1/2" = 1'-0" �41SCALE: 112" = 1'-0" �41SCALE: 1/2" = 1'-0" ID4.1 SCALE: 1/2" = 1'-0" OF MIRRORS REFLECTIVE SURFACE SHALL BE AT LEAST 72" AFF. 4'-4 " 3'-1" 4'-4�" EQ. 3'-1' EQ. -LIGHT FI RE LOCATIONS 1�_ " 1�_ " LIGHT FI URE LOCATIONS 47 PAINT G E PANEL & ID4 08a PAINT GRADE GC-19 KEY PLAN SF-01 PT-01 ID4.3 CROWNE SF-01 PT-01 ID4.3 PANEL & CROWNE NEW SOFFIT W/ GC-20 RECESSED LIGHT ST-02 PAINTED GYP. BD. SOFFlT GR-702a-MR 9x18 RUNNING BOND VETICAL SHELF GR-705-ART ROBE HOOKS OPH HANG ROD & STAINED \ o GC-06 ►= _r09I VENEER GRAIN 21 WD. SHELF GC-08 SIM = V.3 �043 ID4.3 GC-17 U --- -- ---- ADA/ SHELF & ID43 GC-18 A > Q HANG ROD 0 48" AFF o NEW CLOSET " 2' " � ;� 104.4 BACK PAINTED/TEMPERED OPH o GLASS TOP 08 0 1 CFCI STAIN GRADE VANITY ST-03 ID4.3 `" --- - " W/ PAINTED GLASS TOP REVISIONS SAFE DRAWER o o 01 01 19 (VERIFY DIMENSION) NEW ADA TOILET NO. DESCRIPTION DATE ID4.3 ID4.3 N o 15.7Wx4.9Hx15.8D ID4.3 1 PERMIT REVISION 12/22/06 STAINED WOOD (TYP.) LINO -Z STONE BASE AS U-) SCHEDULED 7" PAINT WOOD GRADE BASE PT-01 --GR-310-WT 7" PAINT WOOD GRADE BASE T-01 VERIFY REFRIGERATION REFER TO COFFEE BAR DIMENSIONS 1'-6" EQ. EQ. 5'-0" CLEAR/MIN. 11'-10" ® KING VERIFY ELEVATION & SECTIONS 1 ' 2'-0" 1 " 1'-8" 13" VARIES 1j" 2'-6" 3'-0" 5'-0" NOTE: OF ROBE HOOK NOTE: GRAB BAR TO 06 5/ID4.4/SIM VERIFY (NO DRAWER ABOVE SHOWER REFER TO ARCHITECT'S DWG. CONTINUE ® FOOT & REFRIGERATION FOR ADA INFORMATION. HEAD OF SHOWER f ��ioELEVATION HEAD BOARD 1oa ELEVATION @ KING ADA1 -4 HEAD BOARD 11 ELEVATION @ ADA COFFEE BAR CLOSET 12 ELEVATION @ ADA SHOWER 13 ELEVATION @ ADA SHOWER @ ID4.1 SCALE: 1/2" = 1'-0" ID4.1 SCALE: 1/2" = 1'-0" ID4.1 SCALE: 1/2" = 1'-0" 1D4.1 SCALE. 1/2" = 1'-0" �11)4.1) SCALE: 1/2" = FILE LOG ACTIVITY BY Manager KAChavez Design AV,LR Draw CL ol EQ. EQ. EQ. NEW A/C UNITNEW SOFFIT W W SLOT DIFFUSER WOOD DRAPERY W000 D PERP Chet LSC,KC&LR D81-1001 07 RECESSED LIGHT / �3 VALANCE VALANCE lD4.3 2ID4.3 a� STAMP ID4.3 ST-02 / o PAINTED GYP. BD. SOFFIT PT-03 or z 9x18 RUNNING 3 NEW PAINTED WD. GR-316-WT BOND VETICAL CASING PT-01 a ROBE HOOKS 04 GR-319-WT CI ID4.3 Q. Q. VENEER RAI •_ BACK PAINTED TEMPERED ST-03 EXISTING TO BE GLASS TOP PAINTED DOOR. � o PT-01 / / T o GRAB BAR DRAWER NEW PAINTED ADJUSTABLE SHELFa�3 ZE ID4.3 WD/APPLIED / R 121it1 D� SEAT -------------------- Ln - o SEAT MOLDING M --- -- ---- REFRIGERATION MILLWORK Ot o VERIFY DIMENSION W/ EXISTING TUB ID4.3 CUT SHEET o Z NEW PAINTED STAINED WOOD (TYP.) UNO WOOD BASE PT-01 EQ. EQ. � REFER TO COFFEE BAR NOTE: 1 VARIES 1 2'-5" 1 ELEVATION & SECTIONS REFER TO ARCHITECT'S DWG. OF ROBE HOOK 06-15/ID4.4/SIM FOR ADA INFORMATION. Project No. 012-10133-000 (NO DRAWER ABOVE REFRIGERATION Dec, 22, 2006 ELEVATION @ENTRY DOOR (`1_4� ELEVATION @ADA TUBKi'_4�aELEVATION @ADA TUB 15 GUESTROOM SIDE ONLY) @ WINDOWK`1_7� ELEVATION @ WINDOWri8ELEVATION @ COFFEE BARZK-3K"1_9� ELEVATION @ ADA TOILET �4.1SCALE: 1/2" = 1'-0" �4_1SCALE: 1/2" = 1'-0" HEAD �4.1SCALE: 1/2" = 1'-0" CONNECTING DOOR (SIM) �4.1SCALE: 1/2" = 1'-O" GUESTROOM W/ BALCONY ID4.1 SCALE: 1/2" = 1'-0" GUESTROOM & SUITE ID4.1 SCALE: 1/2 = 1'-0" (S-1/SIM) �4.1SCALE: 1/2" = 1'-0" ELEVATIONS GUESTROOM ZI W/ BALCONY I D4 . 1 J:\012-10133-000\dwg\Guestroom\05 Arch itectural\GUESTROOM\RST-ID4.1.dwg December 20, 2006 - 3:53pm ctle 0LEO A DALY Company 2006 SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Remington Hotels Inc. CROWN MOULDING & NEW RECESSED DOWN LIGHT 14185 Da�as Pkwy, Ste 11 X50 07 NEW CROWN MOULDING WALL WASHER Dallas, TX 75254 DOOR CASING SHALL FIT ID4.3 TIGHT TOGETHER ABOVE DOOR (S), TYP. PLANNING ARCHITECTURE to 3, A DALY ENGIN E E R IN INTERIORS Q EST.1915 W ID4.3 �. 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA v Tel 214-526-1144 Fax 214-526-1411 _ UJ Lin IQ4 c j� CO s ( -- ART, TYP. d 10 O1 ID4 3 ID .3 0 I LQ1 Q 3'-0" EXISTING DOOR W/ NEW NEW BASE NEW WOOD GRAIN VENEER MOLDING ACCENT WALL COVERING r�o_1 ELEVATION @ GUESTROOM CORRIDOR �.2SCALE: 1/2" = 1'-0" Primary Consultant Line1 (This is inserted on Defpoints) Project Address Project City, State Zip 1s ID4.3 12 SOFFIT W/ RECESSED tD4.3 CROWN MOLDING DOWN LIGHT OPENING r MOO T " " TH. TEMPERED/ CLEAR GLASS PANEL DOWN LIGHT MIRROR LIGHT/ OFCI TEMPERED GLASS PANEL CONCEALED HARDWARE VENEER GR-705-ART q I � / / SHOWER DOOR GRAIN I MIRROR DOOR AS � � 9x18 TILE � It BACK PAINTED TEMPERED GR-702-MR SCHEDULE/ RUNNING BOND VERTICAL i GLASS TOP BACK PAINTED TEMPERED OPEN SHELF VANITY W/ BACK PAINTED 1'-6" TOWEL BAR GLASS TOP J TEMPERED GLASS TOP BOTHSIDES e Q DRAWER o DRAWER U IJ VENEER o `" FALSE PANEL GRAIN R o \ `a GRAIN 19 � Q' 01 I ID4.3 �i �� r-) TOILET N o N SLOTTED SHELF STAIN GRADE SLOTTED VID3 OPEN SHELF ID4.4 SHOWER CURB REFRIG. DOOR PAINTED WD. BAS R METAL CUP r 1 1 1 1 AS Q RED VARIES NOTE: REFER TO 1'-6" 3'-0" VARIES 2'-8" CLEAR REFER TO COFFEE BAR 1,_6" 4'-8" DOOR OPENING 2-0 VARIES 2-6 FO DOR 15/ID4.3 FOR VANITY ELEVATION & SECTION VERIFY SECTION 06-15/ID4.4/SIM K`6_2 ELEVATION — S2K`6�3ELEVATION — S2 (`64 ELEVATION — S2 (6_4�AELEVATION @ SHOWER — S2K`6�5ELEVATION — S266�6ELEVATIION — S2 (`o_7 ELEVATION @ BATHROOM — S2 �.2SCALE: 1/2 IV = 1'-0" ID4.2 SCALE: 1/2 = 1'-0" �.2SCALE: 1/2 9) = 1'-0" �.2SCALE: 1/2" = 1'-0" ID4.2 SCALE: 1/2" = 1'-0" ID4.2 SCALE: 1/2 IV = 1'-0" �.2SCALE: 1/2" = 1'-0" KEY PLAN OF RECESSED OF RECESSED LIGHT & LAVATORY I LIGHT & LAVATORY 18 BACK PAINTED GLAS1D4,3 4" 3'-4" SOFFIT W/ RECESSED SOFFIT W/ RECESSED LIGHT FIXTURES SIDE PANEL LIGHT REVISIONS NO. DESCRIPTION DATE 77 °O n �1 PERMIT REVISION 12/22/06 ELECTRIFIED MIRROR CLEAR/TEMPERED/FIXED WALL SCONCE/ OFCI -Yz TH. TEMPERED GLASS PANEL (TYP.) CLEAR GLASS PANEL TUB CONTROLS oo9x18 RUNNING BOND / ELECTRIFIED MIRROR 3"D. RECESSED/TILED WALL AREA VERTICAL TILE �� - MIRROR ° ID4.44 �� ID4. ID4.4 mooLLJ , ID4.4 CONTINUOUS STONE a STONE WD. GRAIN TILE AS SPEC. LO LEDGE & VANITY TOP s " TH. STONE SLABS 3" DEEP x Y4" TH. 19 STONE/SLAB LEDGE o 0 2'-0'L. TOWEL BAR i' o_ ID4.3 04 TOILET FILE LOG -C-4 TUB I�4 (BOTH SIDES) = ID4.4 �, 9 9 0 CONTINUE STONE SLAB ACTIVITY BY WD. GRAIN WD. GRAIN N ON BATH SIDE THAT I 4t� METAL CUP RETURNS TO CLOSET. 2 1�"H.x " TH. STONE/SLAB Manager KAChavez U0 SHOWER CURB L Design AV,LR 5'-6" 6" 1 " 1 " Q 3 FULL Q 2�_0» Draw CL 1 3'-0" 2'-9" FIXED CLEAR SHOWER DOOR PANEL 1'-11" lie6'-0" VARIES NEW TILE WIDTHS Check LSC,KC&LR os ELEVATION @ VANITY — S1_ o9 ELEVATION @ VANITY/SHOWER — S1_SCALE: 1 2" = 1'-0" ID4.2 SCALE: 1/2" = 1'-0" CLOSET A/C UNIT 10 ELEVATION @ BATH — S 111 ELEVATION @ SHOWER — S1 rliELEVATION — S1 13 ELEVATION — S1 STAMP �ID4�.2SCALE: 1/2" = 1'-0ID4.2 SCALE: 1/2" = 1'-0 I1)4.2 SCALE: 1/2 = V-0" POWDER BATHID4.2 SCALE: 1/2" = V-0" f AM zr37 Project No. 012-10133-000 Dec. 22, 2006 INTERIOR ELEVATIONS S U ITES ID4I. 2 J:\012-10133-000\dwg\Guestroom\05 Architectural\GUESTROOM\RST-ID4.2.dwg December 20, 2006 - 3:54 pm ctle ©LEO A DALY Company 20% 1i" in 4" SEA TURTLE RESORT VERIFY 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 LINE OF EXISTING PARTITION LINE OF CEILING ANCHOR PANEL TO PARTITION NON COMB. WD. Z L BLOCKING, TYP. N� a > CONDUIT FORInc.o HEAD BD. LIGHTS Re m i n ton Hotels SSI-475 _ 2 DRAPERY AREA 14185 Dallas Pkwy, Ste 11 X50 PAINT GRADE X x " w - Dallas, TX 75254 LU LU - -- PLANNING ARCITECTU METAL ANGLE A DALY ENGIiNEERING E CONDUIT FOR INTERIORS PAINT GRADE WOOD FRAME EXTERIOR LIGHTS PAINT GRADE SSI-562 EST.1915 x 4 1/4" SSI-1200L SSI-562 SSI-479 PAINT GRADE 1" SSI-120ON SSI-120ON MODIFIED PAINT GRADE - MODIFIED IN SIZE PAINT GRADE 1 Yin x 5 Ya" .= „ LIGHTS FIXTURE " SSI-213 PAINT GRADE 1/2" PAINT GRADE 3/8" PAINT GRADE 5307 E. Mockingbird lane, Suite 400 PAINT GRADE 3/4"x3" " SSI-246 N SSI-246 MODIFIED LINE OF EXISTING Dallas, TX 75206 USA PAINT GRADE 1/2"x1-5/8" PAINT GRADE 3/8"x1-1/4" � PARTITION Tel 214-526-1144 Fax 214-526-1411 LID PAINT GRADE _ LUI L WOOD FRAME NOTE: IT IS PREFERED TO (INSIDE OF FRAME TYPICAL) (INSIDE OF FRAME TYPICAL) (IN IDE OFF AME TYPICAL) i" " ' NOTE: PAINT ALL EXPOSED HAVE THIS BASE INSTALL 11" 7" NOTE: PAINT INSIDE & AREAS OF WOOD FRAME AS ONE PIECE OUTSIDE OF WOOD PANEL (I.E. INSIDE & OUTSIDE OF FRAME) r_oi`� BAS E M OLDINGr'o__2� PICTURE MOLDINGr�o_3� PICTURE MOLDINGro-4 PICTURE MOLDINGrm"� DOOR MOLDINGrm'� DOOR MOLDINGr�o� COVE MOLDINGro` 8 PLAN VIEW SECTION @ WOOD PANELKo`8�aSECTION @ WOOD PANEL �_3SCALE: 6"=1'-0" CORRIDOR ID4.3 SCALE: 6"=1'-0" CORRIDOR CEILING a.�3SCALE: 6"=1'-0" CORRIDOR/ENTRY DOOR ID4.3 SCALE: 6"=1'-0" ENTRY DOOR & ID4.3 SCALE: 6"=1'-0" ID4.3 SCALE: 6"=1'-0" �.3SCALE: 6"=1'-0" GUESTROOM & I1)4.3 SCALE: 6"=1'-0" (GUESTROOM) �_3SCALE: 6"=1'-O" (HEAD BOARD) CONNECTING DOOR GUESTROOM/ENTRY DOOR GUESTROOM/ENTRY DOOR CORRIDOR NOTE: THE INTENT OF DWGS 02-04/ID4.3 CORRIDOR SIDE GUESTROOM SIDE IS TO RESEMBLE A PICTURE FRAME Primary Consultant Line1 (This is inserted on Defpoints) Project Address Project City, State Zip - UNE OF EXISTING PARTITION ANCHOR PANEL TO PARTITION GUESTROOM SID Z PAINT GRADE WOOD FRAME PAINT GRADE NEW PAINTED METAL STOP W 4RAPERY AREA 0 .•" •' & FRAME BEYOND ``J LDOOR AS SCHEDULED ..V....... DOOR cn COVE MOLDING 07/ID4.3 ;;;;;;;;; ;; GUESTROOM SIDE METAL ANGLE -" STAINED MAHOGANY WOOD VALANCE ' ' STAINED WOOD DOOR TRIM SCHLUTER SYSTEMS, M125D, 0 L2T-EXISTING PARTITION NEW PARTITION END CAP AT RETURNS WHERE REQ. CORRIDOR SIDE :••••:••:••••::• GUESTROOM SIDE KING CARPET STAINLESS; ANCHOR & DOOR FRAME & DOOR FRAME REF. TO PLAN DD/ PAINT GRADE WITH FLAT STAINLESS PAINT GRADE WOOD FRAME BLOCKING '...'.'.':. .'. PAD COLOR SCREW HEADS ' NON-COMB. BLOCKING / NON-COMB. BLOCKING Z SLIDER TRACK W ROLLERS ;;•;.•• BEVELED EDGE TILE AS SPEC. ........... .%-.v.'.'.':.'.':.' IGN TILE AS SCHEDULED ::::��::• ... •�::::::�:::::::... ....:::.........:•::.�::.;... J SSI-562 PAINT GRADE WD. CASING a :' : :�::_:..:..:: •••• ....... . _ _ r _ _ _ _ _ _ N ft "KV . ... .. .............................. - _ r PAINT GRADE x 4 . . .. . 7��L NOTE: PAINT INSIDE & 1777 " PAINTED METAL REVEAL & .:•' , ; A. OUTSIDE OF WOOD PANEL r _ • a !' • PAINT GRADE WOOD HEAD & JAMBS ..KV ...................................•......�.............�::�«:-- •• �•• .. f •� d NOTE: ALTERNATE PRICING DOOR & DETAILS PER DOOR SCHEDULE """'•""' ""�'��•••"•'•••" "'•'""""•""""•'•""' '•'• •" „ WOOD BASE BELOW �" „ JOINT TYP. 77 7 CORRIDOR SIDE TEMPERED/FROSTED GLASS CARPET & PAD 2 CONCRETE SLAB 4» STONE THRESHOLD 09 PLAN VIEW/ SECTION @ WOOD PANELK`1�oDOOR JAMB 11 DOOR JAMB 12 DOOR HEAD 13 SECTION - STONE THRESHOLD (`1_4TRANSITION DETAIL ID4.3 SCALE: 6"=1'-0" (GUESTROOM) ID4.3 SCALE: 6"=1'-0" @ ENTRY DOOR I�_3SCALE: 6"=1'-0" @ CLOSET I1)4.3 SCALE: NTS I1)4.3 SCALE: 6"=1'-0" ID4.3 SCALE: 6"=1'-0" ADA BATHROOM TILED WALL GYP. BD. SOFFIT 1'-11" FAUCET _ /22 23 16 SINK " x " REVEAL ID4.3 ID4.3 %Dl..3) GYP. BD. SOFFIT ® SIDE BACK PANEL IS _ _ %4' BACK PAINTED/ :� KEY PLAN OPEN BEHIND THIS SECTION TEMPERED/FLAT VENEER GRAIN 0 -------------------------------------------------- REVEAL ______________________________________ POLISHED EDGES GLASS - - _ ` IN TOP W/ GLASS SPACERS REVEAL = VENEER GRAIN VENE R GRA 24 N " r\-1/2- BACK PANEL 1/2 BACK PANEL -------------------------------------- 6" 1 _O* STAINED WOOD W/ ULTRA VENEER GRAIN it-ON 0 O DRAWER ------------------------------------------------------- I � 8» MARINE FINISH SUITABLE _ - 26 I -- ADA MIN. FOR WET AREAS A » » = SUPPORT AS 25 ID4.3 OPEN TO WALL 8 I \\-1/2" BACK PANEL _ REQUIRED STAINED WD CLOSET '� _ IN BACK ` I v � � ID4.3 OPEN TO WALL WRAP PIPES W/ SHELF & SIDESv_T_ _ = IN BACK11 o --------------------------------------------------------y------------------------ i INSULATION TO MEET ADA 1,-o. ' ___i� i = 00 N N �, �, I SUPPORT AS 1x1 STOP C.I K, I ENEER GRAIN ' REQUIRED Q 2" 1 Yjs" DIA. S.S. OPEN OPEN--\ `�' CLOSET ROD o RECESSED STANDAR 27 N I _ o0 V.3 28 X � �c; PROVIDE BLOCKING IN TUBING HOLDER = ID4.3 ANCHOR TO STUDS WALL AS REQ D. EXISTING PARTITION U-) = - REVISIONS ItBRUSHED NICKEL o NO. DESCRIPTION DATE rn CLOSET ROD METAL FERRULES 3 Y " DIA. SS. ROD 1 PERMIT REVISION 12/22/06 NOTE: ALL EXPOSED 1'-11" 16 REFER TO SECTIONS SURFACES SHALL BE 22-28 ON SHEET- ID4.3 NOTE: ALL EDGES & STANED GRADE UNO. 1'-11" STAINED WOOD SHALL BE VERIFY Ile SEALED FOR MOISTURE RESISTANCE. ri_5 SECTIONS @ SUITE-2 16 SECTION (`1_7 SECTION @ ADA VANITY 1a SECTION CLOSET (-T9 S ECTION20 DETAIL @ COAT CLOSET- TYPICAL (`2�1SECTION CLOSET- ADA �.3SCALE: 1 1/2" = 1'-0" ID4.3 SCALE: 1 1/2" = 1'-0" ID4.3 SCALE: 1 1/2" = 1'-0" ID4.3 SCALE: 1 1/2" = 1'-0" ID4.3 SCALE: 1 1/2" = 1'-0" ID4.3 SCALE: 1 1/2" = 1'-0" ID4.3 SCALE: 1 1/2" = 1'-0" FILE LOG ACTIVITY BY Manager KAChavez Design AV,LR Draw CL Check LSC,KC&LR STAMP i" r GLASS TOP * GLASS TOP SOLID WOOD SOLID WOOD SOLID WOOD LJ LU W STRETCHER SLAT SLAT SUB TOP r SUB TOP END DRAWER o PANE BOTTOM a SOLID WOOD STRETCHER , a LEG SOLID WOOD SOLID WOO SOLID WOOD �- STRETCHER SLAT 4Zq-2 7 LEG BOTTOM PANEL DRAWER APRON FRONT r SOLID WOOD i„ „ 1N " LEG K`22� S ECTION �23SECTIONr24 SECTION 25 SECTION 26 SECTIONr`�7SECTION 28 SECTION ID4.3 SCALE: 6"=1'-0" ID4.3 SCALE: 6"=1'-O" ID4.3 SCALE: 6"=1'-O" ID4.3 SCALE: 6"=1'-0" ID4.3 SCALE: 6"=1'-0" ID4.3 SCALE: 6"=V-0" �.3SCALE: 6"=V-0" Project No. 012-10133-000 Dec. 22, 2006 SECTIONS & DETAILS ID4 . 3 J:\012-10133-000\dwg\Guestroom\05 Arch itectural\GUESTROOM\RST-ID4.3.dwg December 20, 2006 - 3:54pm ctle 0 LEO A DALY Company 2006 7 SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 TILE AS SPEC'D ALIGN 2 " 2�" FACADES TILED WALL Remington Hotels Inc. STAINED WOOD 14185 Dallas Pkwy, Ste 11 X50 TILED WALL BACK PAINTED TEMPERED Dallas, TX 75254 FAUCET & SINK GLASS FRAMED IN STAINED WOOD „ " 1"H. x �"TH. STONE BACK SPLASH 3/8" TEMPERED BACK 1 Y STONE W/ 1 Y STONE W/ PANEL PAINTED GLASS TOP ARCHITECTURE R CHAMFER EDGE CHAMPER EDGE STAINED WOOD FRAMED = A D4LY INTERIOR S ENGINE 03a/ID4.4 loe 1"H. x Y4"TH. STONE EST.1915 BACK SPLASH VERIFY SIZE OF SAFE SAFE DRAWER W/ FULL STAINED WOOD DRAWER W PULL Dallas, STONE SLAB "TH. STONE SLAB - EXTENSION SLIDES " / � 5307 E. Mockingbird Lane, Suite 400 7AS SPECIFIED N TX 75206 USA SLAB DECK (IN 4 PIECES) Da as, _ T W/ 5" OVERHANG N Tel 214-526-1144 Fax 214-526-1411 _ SLAB DECK (IN 4 PIECES) zo Z 3/8" REVEAL AND 1/4" OVERHANG °. ° o W 5" OVERHANG _ _ a. 9 / TILE AS SPECIFIED � 00a W , INSERT AT ANGLE AND LOCK INTO PLACE 3/8" REVEAL AND 1/4" OVERHANG Z 0 0 ''; BY SETTING 'U' CLIP OVER FRAME. TEMPERED GLASS SHOWER C-4 ' U I N LINE OF WOOD N UNE OF WOOD ',,';;; NOTCH FRAME AT PANEL AREA DOOR m iv PEDESTAL BEYOND LEG BEYOND ii FOR INSTALLATION OF PANEL ; '; Q .=Ir- 3D N SHOWER SIDE LED I 66" x 36" x 24" BATH '';�;: REMOVABLE TILE/WOOD PANEL ' "' _ VENEER GRAIN o PROVIDE ASSEMBLY FOR MOTOR ACCESS AT WHIRLPOOLS. INSERT AT ANGLE AND LOCK INTO PLACE " MARBLE SLAB CURB "C-4 MATERIALS AS REQ'D FOR REFER TO ELEV FOR FACE MATERIAL BY SETTING U CLIP OVER FRAME. BATH � . ,, CAP W/ EASED EDGES. REMOVABLE TILE/WOOD PANEL. SLOPE 2% TOWARD SHOWER DRAIN N = �"' NOTCH FRAME AT PANEL AREA , 1 2" H. 2" H. METAL " ' FOR INSTALLATION OF PANEL ;r, NICKEL/METAL U-) FERRULES 3/8 REVEAL AND 1/4 OVERHANG ,, = SHOWER PAN SLOPE TO ;n FERRULESF-1 FCONTINUOUS PLYWOOD STOP N DRAIN ,�--� 1 4 EMOVABLE TILE/WOOD PANEL 3" Primary Consultant Linel FOR MOTOR ACCESS AT WHIRLPOOLS. 1 -11 NOTE: STAINED WOOD 29_p" NOTE: ALL EDGES SHALL ,- " NOTE: ALL EXPOSED 3'-1" VERIFY NOTE: INSTALL ULTRA �'; ,;, REFER TO ELEV FOR FACE MATERIAL. CABINET. VERIFY SAFE (This is inserted on Defpoints) VERIFY BE SEALED FOR MOISTURE 2 0 SURFACES SHALL BE MARINE FINISH SUITABLE ; ; Project Address RESISTANCE. VERIFY STAINED GRADE WOOD COORDINATE W/ SOFFIT ABOVE FOR WET ARES ON DIMENSIONS. STAINED WOOD- Project City, State Zip REMOVABLE PANEL ��oiSECTIONS @ VANITY. rO2SECTIONS @ VAN ITYo3 SECTIONS @ BATH- 03a SECTIONS @ BATH- 04 SECTIONS -SHOWER CURB- rO5SECTION -ADA DRAWERS- ��4 SCALE: 1 1/2" = 1'-0" ID4.4 SCALE: 1 1/2 It = 1'-0" ID4.4 SCALE: 1 1/2" = 1'-0" IA SCALE: 6" = 1'-0" ID4.4 SCALE: 1 1/2 of = 1'-0" I A SCALE: 1 1/2" = 1'-0" 2'-q" VERIFY 2'-5" "1 13 � ID4.4 APPROXIMATE LOCATION OF SOFFIT 10 11 VA ID4.4 VENEER GRAIN VENEER GRAIN VENEER GRAIN WOOD SIDE PANEL INSTALL i BACK PANEL ® CLOSET LOCATIONS. BACK PANEL INSERT GLASS TOP W/ ACCENT INSERT GLASS TOP W/ ACCENT WALL SPACER ON PAINT ON BOTTOM SIDE PAINT ON BOTTOM SIDE WALL-SIDE OF END PANEL MIN. VERIFY LOCATION OUTLET VERIFY W/ONWER JOINT TO BE SEALED AT SIDE DIMENSIONS ELECTRICAL 2" BY INSTALLER F_-1 16 F_ FOR DUPLEX- HORIZONTAL wL MOUNT > ID4.4 I � SOLID WOOD GLASS TOP 12KEY PLAN ., DRAWER TOP FRAME ID4.4 VENEER GRAIN SUB-FRAME SOLID WOOD BACK FILLER RAIL 1'-q" VERIFY SLOT IN MOISTURE PANEL BACK PANELWALL SPACERS (ATTACHED NOTE: //Z-"., TO END AND BACK PANELS) 1. ENGLISH DOVETAIL BOX DRAWER CONSTRUCTION WITH BIRCH SIDES AND BOTTOM (CLEAR COATED) WITH K&V 8400 (OR EQUAL) BLACK FULL EXTENSION BALL BEARING DRAWER SLIDES. 2. DRAWER PULL: HAFELE #107.21.602 WITH NICKEL MATTE FINISH. USE THIS _ PULL IN ADA RMS. _ f I IT I w OPEN TO WALL 3. DOOR KNOB: HAFELE #107.22.600 WITH NICKLE MATTE FINISH. (DO NOT r "> > USE IN ADA RMS.) _.� RAIN / END FILLER RAIL 4. UNIT HAS LEVELERS ON 4 CORNERS. MINIBAR CAVITY FILLER RAIL M GRAIN 5. DOOR HAS 110 SWING EUROPEAN HINGES (3 PER DOOR). , ( � INSET GLASS TOP 6. ALL EDGES ARE TO BE SEALED FOR MOISTURE RESISTANCE. VENEER GRAN VERIFY W/ OWNER 06 W/ ACCENT PAINT 7. UNIT HAS A %" THICK TEMPERED GLASS TOP WITH GROUND & POLISHED REFRIGERATION DIMENSION ID4.4 ON BOTTOM SIDE EDGES. BACK OF GLASS IS PAINTED WITH SHERWIN WILLIAMS #6492. REVISIONS & AIR CIRCULATION 8. GLASS SPACERS: TOP SUPPLIES #P-1048, CLEAR (#1200916). WALL SPACER ON WALL-SIDE REQUIREMENT / END PANEL NO. DESCRIPTION DATE OF END PANEL SIDEWER 01 PERMIT REVISION 12/22/06 ID4,4 L FILLER RAIL 1'-8 " CD DRAWER FRONT H Ili � rn BACK RAIL VARIES REFER TO ELEVATION " REFER TO 08/ID4.4 FOR INSIDE ELEVATION OF. 1'-11" VARIES REFER TO ROOM ELEVATION LOWER/ REFRIGERATION CABINET 7dc0 VARIES REFER TO ELEVATION ID4.4 ��o6ELEVATION @ COFFEE BAR K`67 ELEVATION @ COFFEE BARK0`6�8ELEVATION @ COFFEE BAR o9 PLAN VIEW @ COFFEE BAR FILE LOG �11)4.4) SCALE: 1 1/2 = 1'-0" SIDE VIEW ID4.4 SCALE: 1 1/2" = 1'-0" FRONT VIEW 04.4 SCALE: 1 1/2 = 1'-0" SECTION IA SCALE: 1 1/2" = 1'-0" PANEL ACTIVITY BY NOTE: VERIFY CUT-OUTS FOR ELECTRICAL SOLID Manager KAChavez WOOD Design AV,LR SLAT Draw CL SOLID Check LSC,KC&LR WOOD _ STAMP DOOR SOLID " FRAME WOOD %2" DOOR FRAME = SOLID . WOOD SLAT I�LINE OF WALL " UNE OF WALL END PANEL LRAIL IS SHIPPED OPEN TO FLOOR oilLOOSE AND INSTALLED �ea��7 o TO WALL BEFORE F SOLID OPEN 1 2 .I END PANE = 1 o w UNIT INSTALLATION _ND PANEL WOOD ...,�, SOLID WOOD _ END PANE o J 0 C:) n TOE 0 o BACK PANEL DRAWER FRONT r KICK SOLID WOOD = SOLID WOOD SLAT = " 0 DOOR FRAME SOLID WOOD SLAT -_--+�+ 3MM SOLID WOOD 3MM SOLID WOOD1 its" 3MM SOLID WOOD 3MM SOLID WOOD Project No. 012-10133-000 Dec. 22, 2006 Ko_i0 SECTION (`1_1SECTION_ �12SECTION ('073 SECTION (*`1�4SECTION �15SECTION ('0`1_�6SECTION ID4.4 SCALE: 1 = 1 ID4.4 SCALE: 1 = 1 I A SCALE: 1 = 1 �t.�4SCALE: 1 = 1 ID4.4 SCALE: 1 = 1 ID4.4 SCALE: 1 = 1 ID4A SCALE: 1 = 1 SECTIONS & DETAILS ID4 *4 J:\012-10133-000\dwg\Guestroom\05 Arch itectu ral\G UESTROO M\RST-I D4.4.d wg December 20, 2006 - 3:49pm cele ®LEO A DALY Company 2006