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Royal Palms Drive 100 771,51,4!. 1. ... . 1+ '+?4 rh r� rr F ^• j11' is,.. / , •>I L . .,j I 41 R' AR D ' FO 1 MA INDEX OF SHEETS V ¢ COVER SHEET 1 SITE GEOMETRY PLAN 2 IA WATER AND SEWER PLAN 3 f r , . GRADING, DRAINAGE AND EROSION CONTROL PLAN 4 WATER & SEWER DETAILS 5 r . . . ATI N CBCApr lV " to to PAVING & DRAINAGE DETAILS 6 CP �>V� GENERAL NOTES 7 Y cv or ' . 6PAiW APPROVED pCITY OF ATLANTIC BEACH SITE L OCA TION 0WILOIN63 Af+Ir(CCi 2001 POM VMRA CONSULTING ENGINEERS MAW An p ' Q 1711 5 FIFTH STREET 40888 EMERALD COAST PARKWA Y � •JACK50N MLLE BEACH, FIORIDA 32250FLORID DESM, FLORIDA J2540 (944) 249-7.995 * FAX (904) 241-1126 (904) 837- 4252 * FAX (904) 837---7804 INE INN US ESS NUM R B73DDD365D ISSUED YONITY .MAP EiuG E G B siN BE . AJUL 12 2001 , _ N.T.S. cit BREW CONSTRUCTION r f _ CONNELLY &WICKER IHC. <, '•f , - .. JUNE 69 2001 CWI JOB NO. 0101 -33 V*. 100 Aol(cd ... _ ',..,., ..' ,.... .. ,:. .. .... rhe D IcriC� I O) I I I LOT 13 ( I I I W I I 0 i Ia co I I o ( z t� 15" P.V.C. ® HEADWALL ti' - ' TOP OF HEADWALL (10.18) I ,� I h1 `� TELE.. RISER BOX -- •, INVER r ELEVATION (8.42) Fx L S 89'58'35" E WCrr~', WE n t _41 -� — — 1r20:00' — TELE.. RISER BOX. - -.� 1'/" WC�0[, POWER' - - PROPOSED 20' DRAINAGE EASEMENT 7 T 10" P.V.C. II>n I ,~ OoI ilii STANLEY ROAD Irv, PROPOSED 10' DRAINAGE EASEMENT I C)24" OAK I (30' RIGHT OF WAY) I I m I III � �. e -�.•, • , ;, X='100.00' 1--- S 89058'35" E 10" PIr,E 110.00 _— 110.00' . -- ------ - � x x x x x o 20-102 NEX Tw, x BENCHMARK 2 EX, SANITARY MANHOLE 8" PirlE RIM = 11.90 ill �` x S. INV. z 5.65 _ xrz W- INV. = 5.67 W I X N 4' CHAIN LINK �{ I Igo Q I `o o x 2'R p" PIr1L In 0 FENCE W� GATE 11) O d0•- �, I L 01 1 . o 4 .. ( 7_t-1 .. x x x x x x o r I • �_ U_ nl O ¢ 4' 15" P N1 D I I r1 I ,. S 89'58'35" E Q1~' BENCHMARK: Z 6 HEADER ' + BOd NAIL IN EAST FACE _ 1 D.DD 125.00' ELEVATION (15.74) C RB 30" OAK 110.00 - -- - 5' 20' 20' 100.0 15" MAPLE S 89'58'35" E 230.33' Xz4' OAK N 89'58'35" W i _ l 24" QA 30" PINE TW. I ! 15" PINE BENCHMARK: 1 D.DD' S• X12" OAK J4' AK ( I x SET 60d MAIL IN NORTH8" PINE FACE OF 15'" MAPLE I iIN II ELEVATION 11.88E 6OAK M 3'R K ao I I H 14" [ ,LM 18" PIr4E �" I .... Ln TYP. 18" PINE ` ~- X18" 0 tett_-- -- Q~� U" PINE TW _ ..ti ---�..__.__. 0 w w V [ �( C� 49 U m 10" Ox 16" PALM �I �a- 0- ` or: __0____ ')AK �" 00 o' I� .. � OAK � WY CAK t � , I WOO x a T Z _ �._ _ ..._.. 14" PAL 6" OAK m a Y ' 3'R f �( � i Z � a I 0 TYP. o (n In- 18" , I o pAK 4m o a ___. 8" oaK.�- " OAKco 100 r U u'- I+ 4o a LOT 14 Q 24" P NE O I b __ -- _— 100..00 _. __- V— 6 15" EAVES ENCROACH i o i I II 0 8., OAK CEDAR `(7'" K I z � r, N 89'58'35" W x }(,0. OAK V ! M' 5.00 CLL R DOGWOOD ' II W � W �- _- 1I PINE 11 IN APPROX. BLDG. LINE g� 0 O �I (125 JACKSON ROAD) T V) 3'R PINE " !i01 1 0 lIl o w TY '� y Tin II O - _ — W r 0 .___.._._ 13 0 /9 7" AY O _ III Z I �LLJ YJ m i ca III 0 8" OAK OAKX Ln OAK tx_' _ 105.00' I I SITE DATA CL OAK 100.Do' ZONING RG---2 ;AFI I OAK SETBACKS AK L0 N FRONT 20' III OAK ( k,b` vo I I REAR 20' , t o "v SIDE 7.5 r 5' 20' % 20' I�" PINE o r: 0 MIN. LOT SIZE 5,000 S.F. (50x10O) a TELE. RISER BOX 2.5x3.5 STORM DRAIN CRATE ( I �� • • D I I TO ELEV. - 10.94 �' I) Y / ltd INV. 8.34 ---- I 12" WOOD POWERt POLE I1" J�,.-•r,[1 o iWFh' � :LA C1t�E '-- - -- c" r 'r --- --- ^ x --' ----- '—L ` •( n� — .__w-,. �r %11L- — 1 r ._.. _ yV� r 1p� P.v.0 - - - - 10" P V.C. v_c� h' LEGEND 1o" P.V.C. 10" P.v.C. — 20.3 � __- —J- �- _-_--- _—_- — -- -,� w,,r,J P. wl.� F ,LI 105.001 JACKSON ROAD N 89.58'35" w t 105.00 (30RIGHT OF WA �; EXIST. SPOT EV EX. SANITARY MANHOLE � -------•-------- _.-..,_______.._..__.... ._ . - .- _. RIM 11.89 a 2— ---- _ _-- - —BENCHMARK: -_ ___-... H 10" P.V.C. EXIST. SANITARY SEWER N. INV. 5.11 APPROX. LOCATION 6' WM EX. SANT rARY MANHOLE 60d NAIL IN 17" PINE �APPROx. LOBATION 6" wM _ - RIM = 13.55 ELEVATION (15,95) 6 WM IST. WATER MAIN E. INV. = 5.11 E. INV. = 5.88 Q _ W. INV. = 6.35-- W. INV. - 5.85-- _ _ - 15 P.V,C- - � _ - EXIST. STORM SEWER X10" OAK EXIST. TREE TO BE REMOVED CD Designed Released For Construction Project No.: Drawing B.T.P. 7 Connell & Wicker Inc. Connelly Q 0101--33 ISSUED • La Bahia De Las Palmas DrB T.P. y Consulting Engineers a e L Checked This Drawing Is the property of Connelly & Wicker Inc. Engineering 1711 South 5th Street PREPARED FOR SITE GEOMETRY PLAN �ui_�� 2 2001 QScale o B.E.K. and is not to be reproduced or copied In whole or in Business Jacksonville Beach, Florida 32250 0 1" = 20' CON�V�I,L.Y &wtcKF.R �(,t =' O.C. part. It is not to be used on any other project and Number: (9041•) 249--7995 BREW CONSTRUCTION T' Date N.E.B. Is to be returned on request. B130003650 Fax: (904) 241 -11262 7 No. Date Revision By Reg. Engineer JUNE 6, 2001 Sheet __ _ of _ 0 15 15 I RIM = 13.40 NEW PROFILE GRADE RIM = 13.25 - - - _.._. - - - - - - - � N r T 13 LO I ( EXISTING PROFILE GRADE o 11 o �� 10 _ _� _ _ -- - _ __�. ._. ._- --- - _ -- 10 z x ICL , 15" P.V.C. 0 HEADWALL `^ �` �1 ,a, TOP OF HEADWALL (10.18) I XII TELE. RISER BOX INVERT ELEVATION (8.42) t- �• ;� 1 X Q", 1_ NC10f� F ,WE:R POLL �_ ___ S 89058'35"_�E �_ _.� INV. = 8.55_v � �• -160.00' �. �" . - ..� . . t 0.00 . rrLr, RISER BOX-.--.�o - � 12" WOOD POWER POLE-- i III PROPQSED 20' DRAINAGE EASEMENT T1- T y T T 3 - - - _ _ . .. . 1 Ili �I �, T INV. �- 5.76 f r' f'~ STANLEY ROAD ilii + PROPOSED 10' DRAINAGE EASEMENT :`' 024" OAK 1'�A20' HORIZ. (30' RIGHT OF WAY) I I + �a M I 1 "=2' VERT. III ttIIII4 IIS 100.00' -. -._ 'T __- _. S 89'58'35" E io" PINE 110.00' BENCHMARK z I I , J- 110.00 x x x x x 0 20-f2 1x TW. x x EX. SANITARY MANHOLE a� x 019" PINE RIM = 11.90 I I �ci x S. INV. - 5.65 �; all► ��` ;x 1 w I x >: 4' CHAIN LINK W. INV. -- 5.67 a SII I A LO �o FENCE W,/ GATE �~ N x p II� 0 �.\ O.. PINEIII ' I �I ( o !n O O I Ch LOT 13 (>� -�7 --- x x x x x x b Q FLUSHING HYI� 15" PALM o 1 1 o Ta, _ S 89"58'35" E BENCHMA60d NAIL RIN EAST FACE ~ 10.00 125.00' ELEVATION (15.74) U, ,F g" AK I Q 3p" OAK, 110.00 I S 89'58'35" E 230.33' _ WATER 100.00' 15•' MAPLE � Q 24 OAK N 89'58'35" W - METER O za" OAI 30" PINE TW. „ 15" PINE BENCHMARK: 10.00' 012" c K (TYP) SET 610d NAIL IN NORTH a� a 14" AK a '8" PINE FACE OF 15' MAPLE r +tib - TYPE A M.H. _ - °A o ELEVgTION (11.$8) - RIM = 13.25 I z ° �� o i - S. INV. 8.55 f 6" OAK x 0D 1 1= Q 14" PALM N 18" PINE OO c` I I W r; t 18" PINE x• I n¢ 018" 0A f- ° a I zo" PINE rw 1 0 LJ w -a 0 0 0 t' 22S L.F. ^' �" PVC I m tp" OA 16" ►PALM I 1` c6 3 a 1 AK 00 - _) ao a Z Y 0 � 200 L.F. M 8" PVC 0 0.407 I �� z °a A X` " ,� I >o C i I I ' m 14" PAL ,) 6" OAK hd¢ �J J 1 z 0- 1$.. OAK �• �.� ! ,°.° I O ' Q. ° OAK 14" OAK LO Q ,I ao I = Q 00 �- I LOT 14 rl � �a 2,. PIE 24" P E o .--Y G1` _-- 100.00' -_ -- _ i �5 cry SII 15" EAVES ENCROACH I CEDAR , 7" K I "� Ln I --------------,t z °�� P I N 89'58'35" W I III Y o 1 OAK I b, r I SII w 1 _ � 1 5.00 1 IIIIRAPPROX. IN ?F w -T CLl R DOGWOOD 1` `- 11 ' PIN o 11 IN �IN (125 JACKSON ROAD) I I W 9 OAK h r_ o I I Q 13" INE �`l [� I I o o �'' I C; to o - - LJ i O OAK 0 OAK 7„ AY O r C7 1 W o l � 24" OAK i I m Q N 1>k 0 v (n AK $" OAK 11" OAK a Q 7'�OAK ^�T 105.00 _ I 1 " K 100.00' 019" i 9" OAK j+ c- LsN; 9 OAK 1 II I I 2 7' °6" OAK 10 '2„ A c , Q III z ( i �.1 ' 17" PINE O TM` 0 1 2.5x3.5 STORM DRAIN GRATE I TELE. RISER BOX - 7 ;� �; �� o TOP ELEV.V. 10.94 o I� `__ +� --_ INV. 8.34 I 12" WOOD (POWER POLE.-� D EWER POLE -- � r, ' x ti� z` n+ i (a � k, h _ _ - �. -- _ � , wT f r_ , -.--- - -- -- - -2 - R P Z LEGEND x 01 rn� �1 1 10" P. C. _ 10' P.V.C. 10" P.V.C. 10 C. _ ---- ---- 2=.32 -__ 10" P.v.C_-_ . ____ __ _-_ - - - 12 wucC! POWER POLE 105.00, I , ---- - �Y - -- -- -- - -- -- - _- EXIST. SPOT ELEVATION JACKSONROAD �� --___ ASPHALT ____..� ,1,.�+ �, ,� 6„x2" TARPING N " 105.00 /� 4' (30' RIGHT OF WAY) c5 jy, - �� _ - - -- . _� _ _ ----- -.. i^� SADDLE VALVE ��' ,� : 1p' P.V.C. EXIST. SANITARY SEWER EX. SANITARY MANHOLE .+ RIM = 11.99 APPROX. LOCATION 6" WM _ ` APPROX. LOCATION 6"' WM 6" WM - EXIST. WATER MAIN BENCHMARK: N. INV. - 5.11 TYPE A M.H. EX, SANITARY MANHOLE 60d NAIL IN 17" PINE - Cu a INV. X30 RIM = 13.40 ELEVATION (15.95) 15"P.V,C= - - _ _ E. INV. 5.11 RIMINV. 13.555.88 m W. INV. = 6.35 E.&W. INV. = 5.76 E. INV. 5.85 = = - - = = - - - EXIST. STORM SEWER N. INV. = 7.75 30' SEE TRENCH & PAVEMENT REPLACEMENT DETAIL ■ SAN r� NEW SANITARY SEWER 2"W NEW WATER Designed Released For Construction Project No.: Drawing B.T.P. Connelly & Wicker Inc. Q 0101-�33 Drawn La Bahia Do Las Palmas ISSUED -11 B.T.P. 8y Consulting Enginiaers o JUL 12 2001 ca' Checked This Drawing is the property of Connelly & Wicker Inc. Engineering 1711 South 5th Street PREPARED FOR WATER AND SEWER PLAN o Scale Q.E.K. and is not to be reproduced or copied in whole or In Business Jlacksonville Beach, Florida 32250 Q 1" = 20' CONNELL.Y &WICKER INCL . O.C. part. It is not to be used an any other project and Number: (904) 249-7995 BREW CONSTRUCTION Date N.E.B. to to be returned on request. 8130003650 Fax: 904 241 -1126 3 7 No. Date Revision JBy Reg. Engineer JUNE 6, 2001 Sheet _ __ of ____ O IcoCD I II I I N LOT 13 W w `h to ��• � CONSTRUCT DRAINAGE OUTFALL 15" P.V.C. ® HeADwALL ��° a �a� 13 x15 ROCK„ RUBBLE TOP OF HEADWALL (10.18) RIP–RAP (18 THICK) DITCH' (SEE DETAIL) c I INVERT ELEVATION (8.42) I � X�' TELE. Ri,[R E3OX--� 4�" L X t � S 89'58'35" E _ T 12•• woor+ POWEP POLE.----mac, ,.- -. . ..-,HE _. . ._ ----- --OHE- -- ---- - d 100.00IL-_ I I ..__ 8 3 __._. 9`�.� ___ 9" -� TELE RISER BOX ...� 12" WOOD POWER FOLIC -- I III , . )O PROPOSED 20 DRAINAGE EASEMENT STORMWATER MANAGEMENT POND �1 0 _ _— —— . �: — — �...,. TOB = 13.0 iIIp � \� ' LO BTM. — 8.6 10., P.V:C. L� DHW mean – '11.9 STANLEY ROAD i i� 1~, x PROPOSED 10' DRAINAGE EASEMENT �, 0 24" OAK (30' RIGHT OF WAY) II �' CD I 53 L.F. 12" IVC @ 0.19% WOOD RETAINING WALL lu -- __ ___ xl!' 100.00' 89» " PINE 1 D fS BENCHMARK 2 0 0� P N TW. EX. SANITARY MANHOLE I.I I �� ' INV. = 5.8 X 1 " PINE C.O. RIM = 11.90 SII '� 2 INV. — 5.5 S. INV- 5.65 �; VIII ,��' X I W U.D. N 4' iCHAIN LINK W. INv. = 5.s7 d SII �,_ I A 5x5 CONIC. PAD rl o z MODIFIED x o" PIrJ° 0 0 FENCE W� GATE �tn SII I "' TYPE 'E' INLET In; a 10; m rn LOT 13 C) ( 2 X X X X x O �, I SEE DETAIL) o Cn Op ¢ 4 ,�E �QO a1 15' P 88 L.F. N �6" PERFORATED PVC @ 0.35% K: z _ _ S 8[9'58 35 E BENCHMA60d NAIL RIN EAST FACE FF=1 4.JO D�� 10.00 1 25.00' ELEVATION (15.74) ,`�` Q 30" OAK A I r ,___,__... ,_-..__v�F_„-, __,�x___w__ \ti. ,�•,, _____. -- 100.00' I I S 89'58'35" E 230.33 I 15" MAPLE 0 24" OAK N 89'58'35" W I a 2a" aAl 30" PIINE TW, I ( BENCHMARK. �' QQ 15" PINE 1 0.00' ? �12" OAK �,� v 14" AK 8" P E• I SET 60d NAIL IN NORTH 9 �.� FACE OF 15" MAPLE 5 WIDE CONIC. [N� � ° ELEVATION (11.88) FLUME (SEE DETAIL) °8" K–_ O 6 OAK L �v X C� I 14" 18" PINE `�' w V) ,\pc S" PINE 018" oo�rs--- FFA 14 p 20" PINE T 0 I I m 1 D" OAK 0 6" PAL �� 01 0MAK o6 L a a w- a 1C� °1 OAK Z ir, 1 `, 8' C AK y - LLl •- 4'3 DA 0r5 Ac. I >0 m d I I r PAL 6.. OAK w Q OQ Q CL I a � 12 m a. i v o 8 S 18 OAK 4' ?�'. (n !k' ��,>M 06 O , °8" OAK 14" OAK 1�j r0 [ I 3- ■t I 100 I Se- o10. V �� O u <u- II r til 12" PI E rr- �:, a LO 14 ( m 1e` o Imo~ a' I LJ_'c tII Q ---� 24" P E 100.00' as FF=14.50 _ �, II 15" EAVES ENCROACH " CEDAR 7" K �I -------------- O 8 L]Ak o no n " k'1m f : �: N 89'58'35" W z o,10'� OAK �, 1 M , `+ i CLL R DOGWOOD f 5.00 J Z 11 ' PINE a 1 1 (I APPROX. BLDG. LINE � W 8 c lLO (125 JACKSON ROAD) Q 9 0 I < I � Q I ''� a I O (' r5�3" PINE o 4'� / I C` 0: W l� `�t•` ;; Lo I I o -- I _ ( �II b W ' O $ '�9" OAK 7.. AY 1 O � 13' OAK o III z I J •, 24" OAK ' h, ` I W I' 105.00I i �i 8" OAK 11" OAK o p 7„ O �' -� I1111 � a AFF=14.50- ` ' ,' � ,^- 100.00 .____ __ � ____ ...� _ i -K � O19" OAK 9.. O K t ��• N I I LEGEND u'� 111 o it r �' IJ J .6.. OAK 12 A ��t O I I 1.� I` o �' EXIST. SPOT ELEVATION 7 III j~ Q C 17" FINE 0 2 t` laI _ _ o I FELE RISER eoX-� v lo" P,v.C. EXIST. SANITARY SEWER 2.5x3.5 STORM DRAIN GRATE o I� I `� •¢�' i'� ' �;, TOP ELEV. - 10.94 _ r �. INV. - 8.34----- - --�� '12" WOOD POWER POLE-, 12' NiiC)D PGWFR Fl1lE 4]�z � � y1^'L�i` G� L ; f_�.__4 ' . _'� wE' , I I — ___ 6'WM EXIST. WATER MAIN x - - EXIST. STORM SEWER 10 P.V.C. ` 10" P.V.C. - 10" N.V.C. 10' P.V.C. U E Pi)L 1 D' _ _ — _ _ 10" P.V.C. � - 2D. - - E . _.- �..__ _ . ._.` . . NEW SPOT ELEVATION JACKSON ROAD ASPHALT---- � �.vLl �;+ � ` N 89'58'35" W.�.-' 105.00 1 (30' RIGHT OF WAY) EX. SANITARY MANHOLE __ _ `�- X_ -__ _ y'` _ �_�__ �___ _ �T __ SF SILT FENCE -- W -APPROX. LOCATION 6" WM T acs RIM = 11.99 APPROX• LOCATION 6" WM -- _ _ _ —_ _ _ - _ __� �_ �_ ___ __ _ ___ -- -- --_ N. INV- - 5.11 N MATCH EXISTING EX. SANITARY MANHOLE 60dCNAIL RIN 17" PINE DRAINAGE DIVIDE �NV. 5 1� RIM = 13.55 PAVEMENT WITH ELEVATION (15,95)66 ; W. lrJv. = 6.35 E.SMOOTH TRANSITION W. IN1V. 5.8V. 5 ST.S. d""""'" NEW STORM SEWER FEMA NOTE: SUBJECT PROPERTY LIES IN FLOOD ZONE "X" U.D. NEW UNDERDRAIN BY FLOOD MAPS REVISED APRIL 17, 19891., COMMUNITY PANEL No. 120075-00010 CM Designed Released For Construction Project No.: Drawing B.T.P. T Connell & Wicker Inc. y 0101�-33 ro La Bahia De Las Palmas ISSUED Drawn By ConsultNng Engineerso B.T.P. GRADING, DRAINAGE AND = PREPARED FOR 0 JUL 12 2001 m Checked. This Drawing Is the property of Connelly & Wicker Inc. Engineering 1711 South 5th Street 0 Scale ; B.E.K. and is not to be reproduced or copied in whole or In Business Jacksonville Beach, Florida 32250 EROSION CONTROL PLAN p 1" - 2p' CONNELLY &WICKER Mtw O.C. part. It Is not to be used on any other project and Number: (904) 249-7995 BREW CONSTRUCTION 0 Date N.E.B. is to be returned an request. 13130003650 Fax: (904) 241 --1126 4 No. Dote Revision By Reg. Engineer JUNE 6, 2001 . Sheet — 4— of 1r:j!;:.7?;`.. `��:,,� ..:.QQk.,''.0., /`,J).;;J o..,..;, r `S:h:♦♦-i Y2.. 'k ,:'d r. ..d-M.i aF,M. ..... ........._..._. _ ... ..._._._ �.-.�........ _ ... .... ......... ..... .-.,. ,,4>•''..�..}S 4!sejT., .,(..hr.. �.� S .x;.4l; ,; 'v ,..y,Z'. -�.'.. ...d: { .-r .gyp,,, 1.. .(•. .�,Y•a'a "9!g:l':'Yn•tl' .r, ."4.K• .M•' .yn, y� �.,. Y �, I A -1 .., ..a� >' l :}wry" - ^ - - _ _ t a IF,.; , s i „ .,+ ,. �r. a „ ., tk^ , C' • , . 3 I is a w. 1 �'• x y m .,, E r } k'.. :r, r. . r x - - -x w _ • - r. ,. r. ,�. ., :.. s. - . . Y. M -r, - i rr; :� r 1 ,,. '.Y', ,r. t I • .i! ., ..... L t. f hi,.,,... re ,rN - , p, i. % fi. ref ? o- ':1' :'li. t - S- pa .. - .. , il { j 1. - 11 ADJLlST�AL TI%�7(�QF OR v i 12 S P c _ a = ', ,'. MANHOLE FRAME & COVER FIN p�"'p. t :,.• + t r ISHEd GRADE • , dY . , � I .. , I I . . . . . . I I I 11 . � f - / . - 4 yMy.i,r w ,, ': { ., STANDARD. WATER Mk•�TER 2A7�:VAI.Vfw-•:M FEMALE " • A . . '�„.. ,s: i " , k .- ..;. _ (3OX FOR 1 METER WITH DS & $TANDA PIPE 12 _ ' :. . .i F,.I" C I. 4 r CAST 1 COVER' THREADS r Qd _...._ 12 NOMINAL 18 MAX. ,. , "ref. f - p' M + r Iz � "; , .. 2 GALV. CLOSE:NIPPL!~ s aa �- " ..` f„ 7 - ' . tl ' IIIN. 2""QALY. PIPE PLUG o . FINISHED GRADE 8 •� Y A - F� C �. a' $F c7 :.� kA. GRpuT IN CONCRETE ° 2 wa" v .� �:: I - ADJUSTING RINGS v . ' b 1'-»O" MIN. 2" SCH 8Q > v(. �_ 3'-0" MAX. • 2 o PVC PIPE - f, . TONGUE ' . . R = REINFORCING. v V _ • ' 9 t: ° I V. p 4 4 ' o 11 ° ° % a ° ° ° 2" GAIN, ELL. .. . % e II v� % ° ° ° 15"o PREMOL.DED P I 1, 3 4 FT. 2 ° ° CRUSHED•ROCK JOINT. SEALER " , CORPORATION ° o o 4�-0'DIA A, 5 LENGTHS COCK o ° o OR GRAVI=k °va ' v NON-SHRINK GROUT . .I t . AS RER'D ° p BEL'pW BOX ' . ° ° ° °° °% ° % ° WITH WATER STOPS v' x; PIPE SHALL NQT OR RUBBER SEALING BOOTS . BE IN CONSTRUCTION ° ' . . . 2" PVC 90' JOINT OF M.N. a ° SLOPE 1/2"/FT. y� TEE OR ELLS TYP Q " V w ' :h ' 1. WATER MAINCOUPLJNG 3/4 1. M '._o . I ;..I Nil?W COMPACTED. uMERQCIC UNIT PRICE PAY UAN " ° �:. , NEW, " 5 CINE QUANTITY o Q ° v 6" MTN,� v ` `,'.a SOLID CLASS . „6 MIN. OR MATCH" /2" . . C CONCRETE. NEW RESURFACING EXISTING COURSE. TYPE :S. III, 1 1 . 6" .tc V d J.1 ,' OLID FltLER BRICKS MIN I. MATCH EXIST . - 4 v , . 6" ONLY ALLOWED 6 . D ONLY IN AREAS W1 SUBJECT TO FLOODING. --, --, ". . NOTE: 1) TQ BE USE -` FILLER. NO RUB E. PAY LIMITS . 4 .Q.. . . . � . d i/ CUT EXISTINCr PAV'T; AND. 2) BELOW GRADE FLUSHING YALYES REQUIRED ON ALL DEAD GES... C ENT ENDS & STUB OUTS tM IN FLOOD AREAS. . . . o. . 1. ..° BASE.;Wf..STEiAtGH7• ED PA T. 'RE / , EXISTING ` . 4" OF.ROC 57 N .., . . I 1."� ;- . .' ' , . - . L . .11 � . \ ,XISTINQ MITS F TRENCH' SURFACE FLUSHING 6" & 6 BAGS Vf DRY 8RWNT _ 1XIST E AREA . . N.T.S. MIXED TOGETHER FOR s LEVELING COURSE SECTION VIEW UNDISTURBED SOIL MIN. BEARING CAPACITY: - NOTE: 2000 LB/SQ FT. 1 M.` tV M_ ' 1. PRECAST MANHOLE SECTIONS TO 13E MFRD. IN ACCORDANCE WITH. TRENCFf , : LATEST EDfTIONS.OF ASTM 0478 WITH 4000 LB. CONCRETE, TYPE II CEMENT. EXCAVATION , 1. . , 1 1 2 . 1 1/29 , 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTMENT RINGS SHALL ,QACi(FIL AS : 1 r BE GIVEN TWO CQATS.OF BITUMINOUS WATERPROOFING MATERIAL. . ;, SPECIFIED DO NOT COAT JOINT OR PIPE OPENING SURFACES. y, . ,r l 3. . IF SPECIALTY LINER TO BE INSTALLED ON INSIDE .qF MANHOLE , BITUMINOUS s t pQN.STRUCT TRFf`,,CH F z WATERPROOFING SHALL BE OMITTED ON INSIDE. WALO AS, VERTICAL u) A$„PQSIBLE, USE s MIN. 5z a i{1 METER BOX & COVER >tf 17 ' TYPE A MANHOLE I : SHEETING',A$:REQ'D. 'Iv l2'MAX. W 9 PAVEMENT CURB 1 . ' . . •r N.T;S. '-'' > VyArER.MAIN,'DIA. VARIES . I I . I . - \ . . . , Y�' Y CORPORATION STOP REQUIREQ ON 12" 1O" MIN. CURS STOP CONNECTION TO BE M TE ACT.HAUNCHING 4 1 PA OR LARGER WATER MAIN CONNECTIONS i MADE BY PLUMBER x . L TO MID PIPE 6"MAX. 36" MIN. AND SERVICES LARGER THAN 1" SES`SPEO'S: FOR COMPACTED BEDDING METER . -EXCAVATION' 0 MATERIAL . ,^", " ;CINSUITAQLE BARING' . . • 'MATERt;4t, IF REQb. ("� n �-�POLYETHYLENE UNDISTURBED SOIL TRENCH. DETAIL A N Q WATER SERVICE LINE A M �. � ti ' PAVEMENT REPLACE CE ENT CD r . . . \_ SET METER ON UNDISTURBED a N.T:S. 11 . DISTRIBUTION MAIN OR COMPACTED. SOIL �� r . I. A ..14;,, �yp,�. r UNIT PRICE PAY QUANTITY S 4 5 i , � eP7 .p ;r f t A f _11 , INCLUDING WATER METER �4�Wq ,r ..A, .. AND BOX"IF APPLICABLE; '" ,,�. Y r, SEINER OR . p C i"'+'� ,f �z r - t.r , . .NONP�?TABLE N • . .. ,•.r ti NO TM- . ` r w. . WATER:' MAIN' : .. ;:; �w. . 1) METER TO UE,L,170ATED` IN fHE'.STREEY` RIGHT-OF-»WA .. SEVEN. FEET NOTE: FOR DOUBLE WYE,,USE•NECESSA. Y FITTINGS r , OUTSIDE OF TH PRP r . f a i "' x4 I,- -" , q E ._O 01,Y ,LINE AND. FOUIz 'FEET INSI E OP THE AND BENDS•,TO ALIGN WITH EXIST. LATERALS. ;: ; MIN, W TER MAI{V RROLONGA SANITARY SEWER ' "'�'. TION OF` ONS OF'THE"SIQE PROPERTY LJNES:. i � w , . MAIN . 1 i.. X t x, 2 - . :a _: . ) LOCATING WIRING''& W N Nf TAP R R k " ,WAS R AAAI � i. MECHANICALLY1[ AR I G B EQUI ED ON';SERVICES & WATER . E 1. ti 4r a rk� MAINS. SEE dLA ,': a a ,w .:'W X44 _ BED , s, "( y Y : , ;" ,�.,: RE WIkEb t - 3ai L,R. N , � i � `.. • 3 1 I �,k Aa}. �.{ J0INTS ) NO OPEN CUT UNDER,ROADWAY PAVING ALLOWED UN SS THE ROADWAY . T J T <Z''. .P :,MY7YIrf�. BE .... .. l . ". r ,f r "k 'ItARTx , ,'SEWER`:MAIN IS BEING RECONSTRUCTED OR, IF DIRECTED OTHERIM L BY THE ENGINEER _ I 7. ' °' 1. WATER M T R INSTALLATION �^ SERVICE cQNSTRUGT � a�,, r ,'� c.` s .,'.• » >� PIPE STANDARD ( 5 TH I�U CLEAN-OUT ^1 t WHERIa7 A 1O,;FOaT"PAL2ALLEL+,$EPARATI4?N:CANNOT BE, MAINTAINED BETWEEN A 45' WYE R/W LINE r•!,", /' f. 3 WATER'MAIN'rANa'A'SEWER MAI� `(O NQNPQTABLE WATER MAIN' THEN THE WATER N.�-+�'- , _Y MAID SHALL;BE 1=AID.,IN.`A SEPARATE'TRENCH.,OR ON AN UN[715TURBED EARTH N.T.S. 1. + $HELF:.AT LEAST,-1.8 INCHES ABOVE. TIE TOP OF THE SEWER AMAIN' OR NONPOTAOLE 3;k" s P .WATER. MA1Nr '..THE,SEWE. OR.NONpQr ABLE .WATER MAIN SHALL ALL 8E. DUCTILE IRpN. UNTIL°',TFIF •.I?BOPER''SEI ZATION,DIS,TANICE of i4T,LEAsT 10 t EET IS OB:TAINEQ, + . sx`61 ✓ .' E p; ti " 2Y ,;,WHEFT.E:/� 1$ .INCH,'VERTIE3AL $EPAR,)1.0N DISTANCE CANNCtT..BE...MAINTAINED . , `'4 , ,i 6ETWE IV A VVI ' MAIN i4NO,A.SEWER,,MAIN OR.NONPOTABLE .WATER MAIN THEN ,:,r THE.W TR'k1Al[�.'.SHa41.'PASS OVER THE SEWER MAIN OR NONPOTABLE WATER MAIN > 1. 'IM �°,A MINIMUM ,.OTICAL�CL.EARANCt.OF. B INCHES. •THE SEWER ,QR �`' N(�NPQ7ABLf»,,1�IATEI `MAIN SHAE.L QE.20 FEET OF' DUCTILE IRON PIPE CENTERED . 4;� 1. . ON-THt,:PQINT OF CROSSINGi AND, THE WA7tR�MAIN SHALL BE'20 FEET OF P N N I TA R Y R CONN TION DUpTILE IRON PIPE WITH:-MECHAWCCALLY RESTRAINED JOINTS. N.T.S. �,.. ,.� =R CEPA !O DET It� _ . r r . r, ..,-. _, °.£ �J:T.S. . < : :k i RPZ NRS GATE VALVE INSTALL CLEANOUT, SEE DETAIL EXIST. AND FINISH GRADE 8d t 18" MAX. Bc + 18" MAX. CIOMPACTED GALY..STEF�. UNION GALV. STEEL UNION SIDEWALK f. r, i . `SiIE1?TINC,` Bc h 12".MIN. CpMPACTED SHEETING Bc + 12".. MIN. B�ACKFIIL �� - --- .. BACKFILL � �2" SANITARY SEWER DITCH . - T S BAN -^ BANK 6" SERVICE PIPE R/W LINE DITCH K I Al S ARY f 12"A w ---1.096 MIN. SLOPE 11 I r 'trill . �' . . - - --=dF= 'E_�,�� . 1 I I GALV. STEEL 1 jj 1/4".Bg. SCREWED PIPE 6" MIN. . COMPACTED z! 4" MIN. SEE TRENCH DETAILS FOR BEDDING. I GRANULAR INSULATE AND FITTINGS AND COMPACTION STOPPER.OR (TYP.) IN I w SFfAPtrD. BOTTgM TO EXIST. LATERAL T MATERIAL CONNECTION I �, `- 1a" MIN. NOTES: ,.i. SUITAI�LE.UNDIST ` FINISH GRADE PLUS PIPE DIA. 1. CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF UR9ED Spit;' r'•.,, * ^` �� 0.5`'Ba � � BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS ARW2. PROVIDE APPROVED MARKING POST', STOPPER OR HOUSE HALF SEGTIaN HALF SECTION HA'F SECTION HALF. SECTION CONNECTION WITH .APPROVED TRANSITION COUPLING. S (EETEQ T"ENCH UNSHEEIV) TRENCf�I SHEETED TRENCH �UNSHEETE:D TRENCH• F 3. LENGTH 0 SERVICE PIPE VARIES AT EACH SERVICE ., , » (�' t CONNECTION AND SHALL BE PROVIDED AS REQUIRED, a `= DUC u� I' TYPE II TIERMINATE SERVICE AT LOCATION.DIRECTED BY THE ENGINEER. , SHADE( t 11.. Vyl COMPACTED GRANULAR BEDDlhgO r ` .; . rAMPEQ.�BACKFILL.. CLASS >r T N.T,S. N.T.S. .. h TY't t " A BE (NG TAI . x - wr - C7' t . - .. QOV.4 ed y . :a g. 4'OS KL4Gt :, . R� I bo iQ :,,(Q,1_1 , . . Qd` PrDF: r►5� "n I 1. ♦ . •' . / . . I u� Pra Project No., �'- :r T. ,� Cain®�� & Wicker Irl � Drawing "" 0, ' I- dV�CI C . 4. ..Td 0101�-33 La. Baha De Las Palmas .' 1 . Gonult�r En sneers Issul"D �r 1. �.V B.T.P. �. .. . . . I . . �, �aR _; _�_ �. -r . ' ' . w t n hs a En ineelin" 1711 So PREPARED FOR i�r Gk G - , Tf1s Drawtng Is-'tha propertyof Connelly & Wicker Inc: g., gl U 5h Street wA E JUL 1 2 2001 . T R & SEWER DETAILS - Q, Scala -E*�►* and to not to be .roproduced or copied In whole or.In. Bu in 53 ; Jcloksonvllle Beach, Florida 32250 �, t O part. It Ts`got .to he used on any tither, gresject and. I�ill�rlber; ` 9Q4 249-7995 BREW` CONSTRUCTION , 11 Q AS NOTED CONNL,I.Y &WICKS {tit;. [,,, I" . . be retUrq�d on regti . B1` 0 Date . 41.1 . 300036.50 , Fax. (904)• 241---1126 , t° t s+ n ." No. e .Revision, 7 . ,;: r' .. a# eyis an: By Reg. JUNE B 2Q01 Sheet ofi' 'S.=y i 1 . I w �� dl oL Q >. . l � � ; 0.110 CUT 12" HOLE TO UNDERDRAIN ACCESS 14-1/4"x19-1/2"x12' ACCOMMODATE 12" PVC E DEEP, PLASTIC WATER METER BOX WITH SCREW TYPE PLUG --- SOLID COVER., W/CLEANOUT ADAPTER N GROUT FILL NORMAL G I CLEARANC,E. 1" MIN.— 3" MAX. PIPE OPENING H J B C _III_ III III -III III I I I I-- III I I I 1 _ _ K ,, 1 1---1/4" ASPHALT TYPE S-3 z LIMIT OF FILTER MEDIA 1 6" COUPLING ------------------------------------------ 3/4 CHAMFER F.D.O.T, STD. SPEC. 331 l L % i H ( � 1 III i 6" NON 'PERFORATED PRIME COAT (F.D.O.T. STD. SPEC. 300) �r III III I I ( IIII I I ___.. PVC PIPE M I � . K L y�Y72 *OPTIONAL BASE (6" LIMEROCK BASE OR cv I I I SIDE VIEW 6 CRUSHED CONCRETE)** �� _� (F.D.O.T. STD. SPEC. 200 OR 204 & 911) ---- I III; D F D FILTER MEDIA S I I ;,� 8" STABILIZED SUBGRADE (F.D.O.T. STD. . . . . 12" PVC A SPEC. 160), TYPE B (MIN. LBR 40) 6 END CAP I f --� C EACH BASE MATERIAL SHALL BE PID AS AN INDIVIDUAL ALTERNATE. 6" DIA. PERF. PIPE END VIEW ** IN CITY Rill BASE MATERIAL SHALL AN 8" MINIMUM THICKNESS. ; E — — P M ON . . . FILTER DIA —�) F�6" MIN. A B \._3/4" CHAMFER F G N.T.S. ME CONCRETE: 4,000 P.S.I. STEEL: #4 10 12" E.W., WITH 1 #6 6" TEE--WYE COUPLING OVER PIPE OPENING. D E (2" CLEARANCE OVER STEEL, NOTE: ALL, PIPE AND FITTINGS TO MEET ASTM F758-82 SPECIFICATIONS. _FT REIIWF. BARS, 1/2" TOLERANCE). 300 MAXIMUM DISTANCE BETWEEN CLEANOUTS TOP VIEW UNDERDRAIN CLEANOUT DETAIL MITERED END SECTION FOR RCP OR CMP- N.T.S. N.T.S. . . . ._ RCP/CMP A B C D E F G 12" -- 18" 2'-7" 2$-1 81• 6» 6 3/q" 1'--6» 1'--7" HEADER CURB—\ 24" 2'-11„ 2,_8„ 6„ 5" 4 1/2" V-11" 2'-10" � 6" —. I „ , ,1 r " » " „ , " 30 3 --6 3 ---2 fi 6 5 1/2 21-5"' 2 —6 1 2 " " " " " " , " °, 1/2�,n 36 4t—1 3 --10 6 7 5 1/2 2'-9- 3 —0 ,• 6„ a ° tl 4 ° ti • q 4A d4 I A r ° ° RCP/CMP H J K L M1 N ° At A 4 4 • ' ° 7 15" — 18" 2'-1O" 2'-4" 8" 6" 6'_110" 7'-0" - + ° ° ° q° FLUME° TO MATCH 4" 3'-1" 7 1 2" 5" " 10' .3 1 2" 18" a a PAVEMENT e ° • ° `PiVWT°gGRADE ,r 2 3 ---6 / 10 —0 / ° ELEV. L0 ° . 30" 3'-9" 3'-5" 7" 5" 11,.,...5" 11'-8 1/4" r 12 a ° // ° + ° ° a r 36" 4'-6" 4,_0„ �,> 6`' 14'•--0" 14•_4 1/2" r•a 4 ,• , • 4 r • ° 4 TABLE FOE MITERED END SECTION a 2'R N.T.S. 7" I 12" PVC PLAN HEADER- ..CURB 2"x2"x1/4" ANGLE 4 a - N.T.S. A 36 STEEL PAVEMENT TYPE "E" INLET ° d 11�6" PVC U.D. ° a WELD ALL AROUND • ° 4" CONCRET 12" TURNDOWNS ° VARIES WOOD RETAINING WALL (PLAN VIEW FOR ORIENTATION PURPOSES ONLY) r 1/2"0 ANCHOR STEEL ROD CONTROL PANEL o 4 3 REQUIRED SHALL HAVE AN AUDIBLE ALARM AND LIGHT ° EMERGENCY _ �_ • ` GENERATOR RECEPTACLE SIMPLEX CONTROL PANEL 5r, �� ¢�r A'\ �/i� SECTION (As REQUIRED) 2'> �� /,\ CONCRETE FLUME DETAIL 1"0 DEBRIS EBARS ® 6" D.C. � \,\ ,`�� N.T.S. (SEE CITY STANDARD DETAIL PLATE D-209) \� , TOP EL.= 12,150 f II FIBERGLASS OUTFALL DITCH SECTION PIPE ROTATED 70 II 3'x4.5' SKIMMER GRATESAT DETAIL N.T.S. SHOW DETAIL, SEE INSIDE TOP=12.610 PLAN VIEW FOR d BTM,11.o)0 ORIENTATION DETAILFOR,, TYPE C E I N� FILTER FABRIC " GATE VALVE THREADED) POST DRIVEN INTO EL. - 11.QQ- GROUND 18" MIN. BRACE " 12" PVC= * 2 2" PVC — SCH 80 FORCE MAIN) d FILTER BED FLOW GRADE EL. W 8.60 ® PUMPING STATION DATA 4' HIGH FENCE WITH 6" ° ��( " * SEE PUMPING STATION Designation STR #2 SELF—LATCHING GATE I a DATA TABLE WIRE OR NETTING a iE N * �_ Pum Model Barnes I Imo- — Motor SE I�_J Impeller Dia. 4.12" " 3' 8.5' 8.5' SECTION \_6" PVC U.D. Voltage 10, 115V zTOP OF WALL ,, �� a H.P. 0.4 I ENVIROFENCE 100X WITH SED. FILTER EL. = 13.00 DHW FABRIC, NETTING & FENCE SUMP EL.= * R.P.M 1750 POND BOTTOM M.A.=11.9 Q ' Deliverx, GPM 55 EL. = 8.60 WOAD RETAINING WALL A " as ATTACH BOX TO RETAINING WALL TDH, feet 9.5 (TO BE DESIGNED EXCAVATE TRENCH AND 8 C, PUMP* WITH FOUR #4 STEEL DOWELS Ta Elev. 12.60 o ON EACH ADJOINING SIDE. BY OTHERS) BACKFILL WITH INDIGENOUS SOIL Mo fi Underdrain Elev. 5.50 - MANUFACTURED SOILS/ SANDS/ GROUT BOX BOTTOM Q a o WOOD RETAINING Pum Failure Alarm N/A � MANUFACTURED MEDIA PROHIBITED.) WITH CONCRETE ° WALL BUILT BY OTHERS) 12 PVC Inv 10.60 0 oa Pump On Elev. 5.00 _ l C> a �° a 8" THICK BASE Pum Off Elev. 3.50 {MIRAFIFILTE700XBRICOR ��_�� _ Sum Elev. 2.83 APPROVED EQUAL) COARSE AGGREGATE NO. 57 CZ) Well Btm. Elev. 1.33 Q3 6" PVC PERFORATED PIPE STONE FOR CONTINUOUS �; MIN. BEARING LENGTH OF PERFORATED PIPE c� CAPACITY 2000 PSF TRENCH N MODIFIED TYPE "E» IN—LETTYPICAL POND AND UNDERDRAIN SECTION ELEVATION STRUCTURE N0: Z N.T.s. N.T.S. SIT FENCE DETAIL N.T.S. cn Designed, Released For Construction B.T.P. Connell & Wicker Inc. . Project0101---33 Drawing Connelly CD Drawn La Bahia De Las Palmas ISSUE"D By Consulting Engineers B.T.P. PREPARED FOR PAVING DRAINAGE DETAILS d JUL 12 2001 M Checked This Drawing Is the property of Connelly ac wicker Inc. Engineering) 1.711 South 5th Street Scale Q B.E.K. and is not to be reproduced or copied In whole or In Business Jacksonville Beach, Florida 32250 AS NOTED CONNI.Y &WICKER INC. o•C, part. It is not to be used an any other,project and Number, (904) 249-7995 BREW CONSTRUCTION � Date C=) is to be returned on request. N.E.B. B13DOD3G5�D FOX. (904) 241 --1126No. Date Revision By Reg. Engineer JUNE 6, 2b01 he t' _ of 7 � Q oar aI rns� , "1 7�i;,? p� ....... 7-�7� 7 0 "A V 114;1"k KL X E L" 'SCALED DIMENSIONS. 'FfNl� 'GE,,�SgTWCTURES� 8RALL' BE CONSTRUCTED. TQ: QQNrORM SHALL .BE CONSTRUCTED.`, 14 PERTY, LI AND 'LOW, WITH, CIT R A EA i,`-W� ES N E SHALL q _G D FOkK' WIT :tUR0I'NG,, NES 1:�� POINTS, AS -$NO FI N K, H A TE NISHE, kk, i-s bWkk b, TO FIN($qt 0.60ES AN A"' OM-AND _8EWER LIN �A Y-;�.REQUIR14ENTS' ANb,'1 � �q GRADE IN UNPAVI� _-TE9'AL8,'.SHA!J, "IN.,,,COVp k �tITIIO "OF. ATLANTIC , -.7 ALL, WATER �MAIN§ SOA L'L HAVE A:.MINIMUM 'OF 0 '.C_OVI�R�,FROM. - HE 0 AREAS AND 36" '39 ALL. PIPE LFNGTHS ARE ALL� DRAINA "STANDAR E TE btTAIL� A N, TH `A0 'A qIMUm ogy I,. P I D UNTIL WN,.'0 THE P(ANS."' TAL 'SEPAR BETWEEN- P� PIPES, ETC�ARE�,C' LEAN AND FUNCTIONING INA 11. P .RALLeL WATER MAINS 40. CONTRACTOR' SHALL INSURE 7HAT ALL DRAINAGE STRUCT ES,PkIOPERLY'AT, 11ME 'OF AC�EPT.�NCE. ANY6DAMAq CTI �F P9R, TY"61" `UWN4'41Ht' �0" U.115E,"OF" ,THIS,�PRO4 CT4% AND S5 IR 9 (IN LOES FORCE-MA "'..'SEWE MA A "118,114 6RIZON' A. 100,,"'OF A MINIMUM 'OF 0 --F�El OR T� ,�N R Fo �EM YK AUL NES OF O,s H,A., L A PER Q C NS). , ERE WATER A 0 INS CkOSS,V0_1t(.LF8S' TH N CHES R 'C R, IVA MAIN NCR.,,,SAFE VU�f'Qt: N0�080 *E ' 'MAY 5N�AsEb fW0�0NCRETE POk A r 20',FEE'r C'ENf VERTIG, NcEt ALL FVC PIP AL 'CLtAkA LORIDX TR 6N�:�'AND TH;Q $ I TAN COO 411 ALL: DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING . GRATE�S. T Of CROSSING�' OR' A, '20 FOOT SECT ON OF Q L9- 'IRON EWER,PIPE ED ON POINT�OF ' U -CENTO ON HE POIN CROSS T G T AgMENTS AY M 'NO 13F N ING MAY do SUEI�TITUT 0. THIS SITU`�.�ONIMAY"'OR 6TED ON DESIGA".D14AWINGS. T b*VI$J, N E` RIOR, Tq,Pl� AINAGE EASEMENTS, ,D -A ij4t BIDiOR,'THIk 42. ALL DRAINAGE P JOINTS IN CITY DR CORT SH RAWAGE E BETWEEN PRIVATE LOTS IT -IN( t WORK" -DRAIN AE ,RIGHT-OF-WAYS AND UNDER PAVED ROADS ARE TO BE FILTER WRAPPED. L 4tU R H� IMSELF AN EX,1�' OlrOF Ns, MECHANICAL. RES.TRAINING.DEVICES ARE REQ IRLU IN ACC913DANCE WITH UTILITY P f4 b, AT H E o'THE- 8 RE, TERMINATED �AN �QUIPMENT� fCI4`Mffi, AFFE P AN ' 0 X"I WATER MAINS' ARE BENDS AND lt'ES. 4 R �4 0 $0 WIL K COP .3, ALL' INVERTS .IN DRAINAGE STRUCTURES TO BE 1R.''BICK,'WITH. E ATE !.,R P) N Nb'T :RU L YER40F BRI(;Kj OR REDDI-MIk' CONCRETE WITH #57 STONE. ALL. ON-SITE. WATER'MAIN 2"- OR SMALLIE11' 'SHALL, BE SCHEDULE 40,PVC AND N.F.S,PW. ,"RATED. TOR 'A E..EE F RAPRS ONSF �QOON, AND 110411) RD-��E 11ON8' O rA �TPR,, Q?RbTOG LA H- - ',PR0J PT-, XISTI G� C1 RIOR, 10 PIPE OR STRUCTURES SHALL BE REMOVED AND 4 8 klN1,�RES04VING �1?0 ' RE'COMI imt,MAY OCCUR,,DUE TO 'tH�,, d0I4'S1rk1fCtJON,.0F THE PROJECT. 4. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, sTo' 'IT SHALL BE THE CONTRACTOR's RE$PONSIOILITYAND AT"TH CONTRACTOR'S EXPENSE TO ,PROVIDE THE CITY, E REPLACED WITH SELECTED BACKFILL. 'PROPERLY COMPACTED OF ATLANIIC, '13EACH NTH BUILf"' DRAWINGS ON DISK, IN AUTOCAD 14 FORMAT AS, WELL As ON 24"x,36" AS MYLAR 'IT,,SHAL THE -CONIRACTOO'S' kE8�6NSIE31LItY,' 'TG.EfTli R CONDUC T�IPR� OR ACQUIRE ANY k L 18-E E ANY FIELD EXPLORA ' REQUIRE ATE THE -AMOUN L REQUIRE- 45. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR� TO PREPARATION OF SUBGRADEFOR PAVEMENT. 'D, t NSUITABLE,MIATERIAL' THAT WIL NCE OF tCH T, WILL BE, IREQUIRED. t bVAL`AN6/OR; TO ,"ESTIMATE THE"'AMOUNT,�`Qr . -'OFF'SITE BORROW THA . 12. ALL PIPING ARRANGEMENTS, AND 'LOCAjTION5 OF PIPING NOT SHOWN, SHALL BE PROPERLY REFERENCED. AND 46, ALL RETEN11ON PONDS 'ARE TO BE PRIVATELY OWNED, OPERATED AND MAINT INED. "A�S' BUIL_r' DRAWINGS. AL PROVEMEN T 3 1SH'OWN -ARC TO B�, VYARRA�TtD' QY.' THE CONTRACTOR TO THE DEVELOPER -AND THE 'CITY FO PERIOD OF,� E OP, ACCEPTANCE BY-,'TH t I-, OWNtk "AN WITH THE CITY. R bN YtAk FROM b'4T, D'.TH5 CITY. ALL INSPECTIONS AND TESTING SHALL BE COORDINATED EROSION & SEDIMENT CONTROL NOTEa._ 'OF 1929 (N.G.V.0)),UNITE ATIONL' O' VERT16AL DATUM, UTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NOTICE TO THE CITY OF ATLANTIC BEACH AND, GE DETIC SURIO. & G.S.') . AS' 01�7f NrD BY D'URDEN SURVEYING AND MAPPIN -(247-58-, '.CONTROL MEASURES REQUIRED FOR THIS PROJECT. INC. , FILE No. D-190. PUBLIC .WORKS DEPARTMENT %54). TWO -dAYS NOTIFICATION. IS REQUIRED., BEFORE ANY UNES ARE 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT' TE EXISTING UTILITY SYSTE�, OR SERVICES OR 'STORM PIPES ARE LOCATED. FOR ADDITIONAL INFORMATION ON SEDIMIENT AND EROSION R TO "THE FLORIDA DEVELOPMENT CONTROL REFI� M - PLAT. 7. FOR:. BOUNbARY, .Rb,A'DWAY AND.,LOT��GEO ETRY INFORMATION SEE -A GUIDE TO SOUND LAND AND,' WATER MANA MANUAL TATE OF FLORIDA DEPARTMENT OF S S THE CONTRACTOR SHALL AVOID SERVICE.'INTERRUPTIONS AND MAINTAIN ANY EXI TING WATER AND EWER ENVIRONMENTAL PROTECTION (F.D.E.P.) (CHAPTER 6. TH E CONTRACTOR SHALL PROVIDE EROSION PROTECTION N-IiiACTO,R, WIL� CONTRACT AT ' F_-�WITH� AN INDE' PENDENT 'TtSTING LABORATORY TO PERFORM 8.' 'THE ,�CO HIS EXPENS SERVICE TO MEET THE SYSTEM BE. RESPONSIBLE FOR TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE30 STATE AND FEDERAL WATER QUALITY STANDARDS A' 1ACTESIN AND SOIL TESTING, AC ANcE: NTH CITY REQUIREMENTS, THIS SHALL INCLUDE DENSITY, DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM 6F 48 HOURS IN ADVANCE OF ANY AND' MAY NEED TO INSTALL ADDITIONAL CONTROL IES REQUIREMENTS. IF A WATER ' MA ER a IN CORD MENT AS TE��- T A 4'�, PA VE RtAS AND-,IN ALL-.UTI IT TRENCHES LOC4TEO"IN PAVEMENT, ARE CONCRETE S' IN INTERRUP11ON OF SERVICE. QUALITY VIOLATION ,OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS .0 ER MATERIAL ,TE5TI, TESTING,' NG� _nON COSTS- AND FINES. WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUC ALL NEW AIN PIPES AND FITTINGS 'SHALL NOT CONTAIN MORE THAN EIGHT PERCENT 16.RMITS FO_ N THE JOINTS' SHALL C THE. BEST.EROSION AND SEDIMENT CONTROL PRACTICES AS FOR,,,,, E, 'RIGHT-,61"�-WAY PE WORK IN THE 'OTY, RIGHT OF-WAY OR EASEMENT, GTOR SHALL, Br OR' OBTAJNING. ALL NECESSARY PERWTS� AND INSURANCE REQUIRED A AND/OR RELOCATED. WATER 'M 9 E 17R LEAD AND ALLPACKING AND- JOINT MATERIALS USEDJ ONPORM WITH ALL APPLICA13LE 2. THE CONTRACTOR 15 RESPONSIBLE FOR FOLLOWING TH PROJECT 146LUDING, ,CITY AWWA STANDARDS'., ALL NEW AND/OR RELOCATED WATER SERVICES: AND PLUMBING-sHALL CONTAIN NO MORE OUTLINED IN THE PLANS AND SPECIFICATIONS 'AND THE ST.' JOHNS RIVER WATER MANAGEMENT DISTRICT .10. A bSTURBtD AREAS1 SHALL. BE EEPED 'AND, MULCHEO, OR SODDED A DIRECTED.. THAN EIGHT PERCENT LEAD AND, ALL SOLDERS. AND 'FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. SPECIFICATIONS AND CRITERIA. -17. ALL ONSITE WATER & SEWER MAINS AND SERVICES' ARE' TO BE PRIVATELY OWNED, OPERATED AND MAINTAINED 3. EROSION AND SEDIMENT CONTROL BARRIIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE 1.11, AS-804T" Q,RA.WING8 -7 AS-BUILTS TO THE CITY AND 'THE ST.. JOHNS RIVER-.WATE:R MANAGEMENT DISTRICT BY OWNER. THERE IS POTEN11AL FOR DOWNSTREAM WATER QUALITY DEGRADATION. REt,REOUIREQ, T ;BE, A 6' '- SIGNED ANbSEALEb BY A' FLORIDA REGISTERED LAND SURVE:YOR, THEREFORE, IT SHALL '*'S'R*E:SPONSIBILtTY. TO C0NTRACT_'-,WITH A, LAND SURVEYOR, R'E'61ISTERtl) IN, T 4. THE CONTRACTOR SHALL BE RESPONSIBL�E FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS PER , Bli kt'. CONTRA T( 18. ALL WATER SERVICES ARE TO HAVE A 'CORPORATION STOP AT HE MAIN. .�QRID4 TRt' PREpAkATION FIELD. L0CA*NS, 'C0TIFICA_nON.' ANb .-SUBMITTAL (op 7!*AS-BUIL'r# DRAWINGS T CITY STANDARDS ANDt MEETING THE N.P�.D.E.S. FINAL STABILIZATION REQUIREMENTS. AND SPECIFICATION$ 'AND $JR A(C"ORDAN'CE 41TH .'CURRIEN OT 0 S REGO T -Y`$TA. N ARD LATIONS. IT IS T HE 8'.'TH'E' "�ASBUILT DRAWINGS, FOR 'A THE CITY. 'IF DEWATERING CAPACITY REQUIRES A CONSUMPn Acfoie�, RESPONsipfLiTY TO PROCES; PPRQVAL �BY 19. ALL CURB STOPS VE LOCKING LOOPS. P MIT .(C.U.0.) IT SHALL BE THE CONTRACTORS 5. VE USE ER RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 15 CON'_MATQRa,SHAI�L COORDINATE THEIR' CONSTRUCTION WITH AL HER '6ONTkACT0R$.. IN THE EVENT OF H 12" L- OT 20. ALL WATER & SEWER SERVICES. ARE TO BE MARKED IN THE ASPHALT NTH METAL MARKERS AT T E LOCATION _nVITIES R Q -OF THE ACTUAL TAP. AN 1� -ONFLIO M , 'THE CONT A R 'SHALL NOTIFY THE ENGINEER AND OWNER PRIOR T6 PROCEEDING 6. PRIOR TO COMMENCEMENT OF CONSTRU(OTION AND EXCAVATION AC ., ALL PERFORM -p TING IN ACCORDANCE: NTH THE ENVIRONMENTAL PROTEC11ON AGENCY FEDERAL REGISTER, TW N GROUNDWATER TES NE PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE 21. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS -REQUIRED IN THE CITY OF ATLANTIC BEACH PACE 42739, PART 1A.3, TO DETERMI CLItARINO AND GRUBBING REQUIRED FOR, ALL ROAQWAY, u-nLI11ES, DITCHES, -ANID 'EIERMS INCLUDED IN THIS SPECIFICATIONS PERTAINING'TO THE JOB. FOR OBTAINING N.P.D.E.S. PERMIT, IF-RIEQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED ROJEcT ND THE DURING CONSTRUCTION AND DEWATERING. OPERATIONS. OP:.ALL RIGHI�-OF-WAY OR EASEMtNTS SHALL BE CONSIDERED AS ��'CI_tARING, AND IkU P ECT TIC BEACH 22. UTILITY CONTRACTOR SHALL NOT, COMMENCE WORK WITHOUT PRIOR. NOTICE TO THE ,CITY.'OF ATLAN HOURS PRIOR TO COMMENCEMENT OIF CONSTRUCTION, THE COWMACTOR WILL SUBMIT A "NOTICE OF INTENT". LINES ARE 7. 48 RTMENT (247-5834). TWO DAYS NOTIFICATION 'IS REQUIRED BEFORE ANY 14,, 4RACTOR IS�, RESPONSIBLE FOR PROTECTION OF ALL'8URVEY AND,PROPERTY.MONUMENTS. IF A MONV�ENT TO THE EPA IN ACCORDANCE 'WiTH ,NATIO64AL, POLLUTANT DISCHARGE ELIMINATION SYSTEM' RULES AND REGULATIONS. Y SYSTEM, OR SERVICES OR STORM PIPES AR ATED. -C EIRSTALLA1104-.OF TH E tTOR SHALL CONTRACT WiTH. HE"SURVEYOR Or RD 'F6144' CONNEC EXISTING VTILIT Coe 614TO REtO E MONUMENT. ..15.�"'ALL,,'DEPRIS,RESULTING,�O!�OM ALL ACTIVITIES. SHALL' BE' DISPOSED OF OFF-SITE BY-:.CONTRACTOR.� ETE THRUST BLOCKING IS REQUIRED WHERE WATER MAINS AND FORCE MAINS ARE TERMINATED AND AT ALL TAPPING TEES. 16- 'EX0 E.,S_ $ t-$UITA' BLF'_' AND 1�NSUITABLE MATERIAL SHA4L:BE REMOVED FROM THE 'SITE BY THE CONTRACTOR -OF-WAY WITH THE PROPER AGENCIES DIRE-CTED'btHERMSE !BY ENGINEER OR OWNER. 24. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN THE CITY RIGHTS FOR MAINTENANCE OF TRAFFIC ANb METHOD OF CONSTRUCTION, AND 'REPAIR. 17 :10 REMAIN SHALL BE PRESERVED 'AND PROTECTED, 25. ALL GRAVITY SEWER MAINS. SHALL BE SDR 35 PVC, CONFORMING TO ASTM D3034 OR DUCTILE IRON CLASS50, PPROVED, P '01-:AND COORDINATED WITH -OR OVER, C900 SHALL BE USED. #-.,'IR4 RU,8�4AND OTHER MATERIAL SHALL �BE A ERMI M CONFORMING 16 ANSi A21'.50, AS REQUIRED. FOR, MAINS' AT DEPTHS OF 6 FEET �CITY'FIR YDROSTAft AND LEAKAGE TEST - OF THE WAT�R. MAINS INSTALLED SHALL BE PERFORMED 26. H ING,' AND DISINFECTION L R ERMITS, TO WORK VIRO -WAY. Sp. ,LL.,SKU'' IN EXI GHfs-OF'TRAPTOR� IN ACCOROANCE NTH HE CITY 'OF, 1-nc- ECIFICA711ONS. A REPRESENTATIVE ATLAN BEAC.Hj ,'FL DRIDA,- sTANDARP SP F THE CITY OF ATLANT11 T THE ,' .YP THE TEST A 0 �',OE� -MUS bE PRESE�NT"0URINd LEAKAGE TEST. C AND TS AT 50' O.C. 0, ON ALL E -nVE TS. A lo' 0 C. AND EXPANSION JOIN' XV91OR' SIDEWALKS,, AND CURBING. IS: TO BE CERTIFIED BY. 'A REORE$ENTA r THE,,DE§IGN' 5NGINE�R, '40IN A .JR,,_FFIC1 SHALL, ,CQNFQ -ST"tollffolq `WAVITY ;sCWER. A4ULL REPb0 N �.tT�NA q, Or R4 .TO F.D.O.T. 'STANDARD iNDE TELEVISIQN-AN�PECIION AND.`5?-_DEKtCTIOI`4' TtST..SMALL BE REOWREO, ON_ -A'L� 3ETWEE�K. M *H ' _STRAIQI �x 0 A�F LL� E.�` sAW-CUT, N 4T ,tINES-,FOR ALL" REET E hi ER AND 'CITY 00,,�',&LANTIC� BEAM 'A YI-DEFE TS. ENdOUNft,RED ,8tkwots, -ETC., SHLL b8,;SUBM b I i HES.'�'ANY-QAMAGE TO CITY, ST HE - ,Xs To CoNbrh * ,OP� 0 UcH. AS'biS'.T_ �'N' CE N QCAT1.6N OF' , 0Rt1'NENT,,D`ATA'.s D, AS DIRtbTbD-,!,�ND ,APPROVED: BY THE T ' uR OR' OTHER ' A IA -SHA(L:',BE EPAIRE F REINSPECTED 0T0R'OF'iPy8Uti`WORks. TIONS�'MUST, BE SHALL BE 'RtPLACED OR., OPA�IAED PRIOR 'TO INAL'ACOtPTANCE. ALL REPAIRED SEC PRIOR TO ,�ACCEPTANCE. 28. NO CONNECTION TO EX -hNd:P'bTA L is HALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES B E WATER SYSTEM 5 TED ND CLEARED FOR SERVICE. E E B E TE0 D, DISINF 'C TILIIIES,' STRUCTURES AND, IMP 'OkAWINGS 1 29. ALL INSPECTIONS. AND TESTING SHALL BE COORDINATED ,WITH OF EXt ROVEMENTS ,�Hqwm- ON THE s BASED , THE. 'CITY. MITP,:i QN I- 'IN�,OR EEN FIED. THE LOCATIONS AF qWAtE�. THE,CQNTRACTOR 4p,-,-mXY No' Vt� B V�Rl 511NGAJ R .SPECnVE .- TILITY OWNER8' AND IELD 'VE 'CESSARY PERMITS TO WORK IN EXIS NG RIGHTS-OF-WAY. ",.,'UTILITIES AND OTHER -'�SHALL' OTIFY, U LOOATIONS OF EXISN� 30. THE SHALL, SECURE. ALL NE IMP OVE ' E TS P, IOR�, TO S SH'O" '(4-ARE' CONTRARY TO THE N' R' COMMENCING�ANY coN15TRUCTION. IF THE "LOCATION EDED AND MULCHED, OR SODDED AS DIREC TUAL':. TH CoNTRAc bit`�-17HE DISCRI�PANCY. THIS LO- kT E TOR, SHALL. NOTIFY THF�'OWNER AND ENGINEER, H 31. ALL DISTURBED AREAS SHALL BE SE TED. DISO PRIOR.. TP., COMMENCING CONSTRUCTION','T E ,C 0 , bNTPACTOR $HALL EXERCISE x N WORKING,] REAS NEAR EXISTING UTILITIES AND IMPRQVE�MEN-TS AND SHALL BE _�Av ION., A 32. EXISTING ASPHALT SHALL BE SAW-CUT IN STRAIGHT LINES FOR ALL TRENCHES. ANY DAMAGE TO CITY STREET RESPON 1BLE1, FOR-'XND''$HALL �REPAIR',bR-,P,AY ,FOR .ALL DAMAGE MADE TO EXISTING UTILITIES OR'_OTHER IMPROVEMENTS. PAVEMENT, CURB, 'SIDEWALK, OR OTHER MATERIAL SHALL BE REPAIRED AS DIRECTED AND APPROVED BY THE b -' OMMEkEM'ENT,OF ANY' CONSTRUCT(ON`,� THE CONTRACTOR, SHALL, DES, iN\IFPTS AND 'VERIFY 'AL4 tGRA ,RRIO'R T�. .,0 DIRECTOR OF PUBLIC WORKS. ND T E EXIqTI'N6 'UTILITI -'to wHidH ,HE HALL CONNECT CALL qI1L t� CONTACTS OR M' R'AL. OF E NE CAL 48 HOURS IN ADVANQE'7 OF 'WORK.: 6 ER%(15 7 33. THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSARY TO ROUTE PIPES AROUND OTHER PIPES CDNTkACT- OR SHALL SU m OR OBSTRUCTIONS AS 'REQUIRED. 2.;,, BMIT SHOP 'DRAWINGS ON ALL MATERIALS TO THE ENGINEER! FOR RE EW AND APPROVAL P IOR T ' To ,TH� 'Clty, AND' MUS "BE APPROVED, BY THE CITY PRIOR' 16 PURtHASE OR CONSTRUCTION o 94mlt 'L A THE OWNER F,�'Aky uIUTY ,PIPE.,OR STRUIURE 34. ALL EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM THE BEST AVAILABLE INFORMATION. SHALL NOT BE HEL'D RESPONSIBLE FOR INACCURACIES OR,OMI'SSIONS IN THE LOCATIONS OR GRADE OF FACILITIES OF THIS TYPE. THE BLE FOR LOCATION OF ALL UTILITIES IN CONSTRUCTION UNDER 'WATER, SEWER,,.PIPE, STORM PIPE OR STRUCTURES SHALL, BE, REMOVED AND CONTRACTOR SHALL' BE HELD RESPON$I :RFPL,ACED WITH. $ELECTED BAcKPILL, PROPERLY COMPACTED. TO 9,57. MAXIMUM DENSITY. AREA. LOCATION SHALL BE MADE IN ADVANCE' OF CONSTRUCTION IN ORDER THAT CONFLICTS MAY BE RESOLVED. GROUND ALL: u.N Itk" UTILITIES MUST BE INSTALLED PRIOR 'TO PREPARATION QF SUPGRADE FOR PAVEMENT. 35. ALL PIPING'ARRANGEMENTS AND OCA.nONS, AND LOCATIONS OF PIPING NOT SHOWN, SHALL BE PROPERLY REFERENCE E RECORD "AS-BUIL'r' DRAWINGS. ALLI WATtR ANO'�51EWER CONSTRUCTION WITHIN THE CITY,S"ALL BE ACCOMPILISHEO, AN UNDERGROUND - :'U7bLITY ON'TIRA,�T013,.,,,liCESED PROV�SIONS' OF CHAPTER. 489� FLOR'04, J�UTES AND SHALL BE: 36. ALL NEW SANITARY SEWER PIPE SCHEDULED TO REPLACE EXISTING 'GRAVITY SANITARY SEWER SHALL BE INSTALLED _...INSTALI�ED :AS STANDARDS AND' ,sp�ciFicATIoNs "UNL�.,�s. 'SHOWtA;.GTHERWSE- AT EXISTING 'MANHOLE INVERT' ELEVATION$, AND "TH UNIFORM SLOPE'OR GRADE BETWEN INVERTS. GRADE SHOWN ON PLANS MAY BE ADJ USTED, AS'APPkOVED' PREPARE CUT SHEETS WITH INVERTS AND CALCULATED GRADE PER SPECS. TH NO F ,INVERT ELE S OF LL SANITARY MANHOLES GONRACTOA SHALL, �PROV1DEj,-,TO`, ", E 'r INE VATION' BASE COURSI�. THIS SCHEDULE,TOBE -PI Q� DED BY THE REGISTERED 'RIOR To.44k Or..THE WMEROCK VI 37.: ALL EXI$TING WATER PIPE,. INCLUDING SERVICES, SCHEDULED TO BE ABANDONED SHALL BE REMOVED IF WITHIN TRENCH E RAWINGS FOR THIS PROJECT,.!- MI#INQ TH[5 UILT" D ' OF NEW WATER MAIN, OR WITHIN TRENCH OF NEW SERVICE, UNLESS OTHERWISE DIRECTED. 8��y YO 38. SPECIAL PAY LIMIT FOR ALL PRIVEWAYS. REMOVE AND REPLACE DRIVEWAY AND GUTTER. TO EDGE OF ASPHALT PAVEMENT. REPLACE MIAMI CURB ND GUTTER WITH 18 DROP CURB AND GUTTER, GRADE TO DRAIN. Project No.: Drawing -0101-33 IL Issu"D nne y osed -�C 'T �.W[ ker Inc , or on " I d'Q!s gp 0 e, strkt, n on u, Itin r La,, , Bahia . Do Las, Palma' s oneers .T JUL 12 200 d, A PREPA Scale rt .,o 1 South GENERAL' N�OTES f Wing,,12v propi, co NONE PC le Date OT NNELLY &WICKER Ift' 49t,, 6,.�bO-repr,o u a r,qQ Bt4s e- , eac d"b d 0 pled ln ,whoN or tn. -J6(5k9bnvill' '13' ' `h' Florid , NU 11 Pot 1; qnd ' (004) : 249-77995, .. . ... SAIEW CONSTAU ION a I ohy b,her pro"JO t Sheet ' 'n't 7 By JUNE 6, 2001 - of e Revision,,, Reg. Engin.; Dot Nq 00,'0�050. Fdx-.- (qo4 . 2,44 12 p heet Roy .,, •. .' r r - - „ .. u . . . . �. P,. r ,.1. .7L .� , - r �. w .a .. , . ... i . :.r .. a . "t H /,w �._: .. x.. k• .. 1. _ ,. - ,. .. �1.. . S. .. . :.,r "' • .. ... ��t.��ryjryjryjy}}}jjj�/r]]]�111 -• l , --� _ 1 I N D X aE DRAW 11�lGS = ,o , `� �ry �' _� -- - '� Ai ARCHITECTURAL SITE~PLAN �� . c -_�- 1 = A2 DEMOLITION .. ° �- � _ �-1�.-�-f- lI PLAN � A3 FLOOR PLAN a A4 EXTERIOR EL EVA�f'IQNS , . AS WALL SECTIONS pC� _ I A6 BLDG. WALL BECTIONS �--� _ � __ _ - I A7 SCHEDULES 0"`4 . ROYAL . ".�� -- u • • • 0 AS INTERIOR ELEVA IONS . . PAL.MS � � ' T U ! DRIVE _ --� _ p _ 1` A9 REFLECTED CEILING PLAN m . ATLANTIC BLVD. I . . ATLANTIC BEACH FLORIDA _ SI FOUNDATION PLAN 11 z . SITE 11 d S2 RQO 0 F FRAI"l I NG PLAN . QIP � 1� J S3 STRUCTURAL DETAILS � , • b % I 1 I-- . q 1` � . CSS - ► a Pi PLUMBING SCHEDULE, NOTES � �� r_---- 1 AND LEGEND I 1� P2 SANITARY AND VACUUM PLAN �. �- P3 WATER PLAN . P4 MED GAS AND AIR PLAN VIGINITY MAP . `� 9 . Ml MECHANICAL SCI-IEDULES 9 s AND NOTES . 611 M2 MECHANICAL PLAN .. -. : . 5 7 11 EASED M2 MECHANICAL DETAILS w EDGES NEW 't I/�I" . TrPiw III El ELEC•T'RICAL SITE PLAN U) - , b - . '� DR YE LT E2 ELECTRICAL LIGNTi'ING PLAN . . . • ' 3000 P51_.. (2) #5 CONT �q . . i . . LOW S�Omp TOP # 00T . E3 ELECTRICAL POKER PLAN CONC W/ ,,,,d . . :, . , R BROOD"I FINE. t"URADED SAy CU"I° AT EXISTING E4 AL SC . D 0'=a° Q.C. = e� E_II1LRDCK »As> ELECTRIC HEDULES AN RISERS . , C .y . Dp• - .. K , �_.'Y .. � '• .,' , .i - REMOVI= EXISTING DATA ! ;. ASPI�•I`AL.T DRIVE 11/2` = 1`-0' .. . ELEGTRfGAL POLL . REGRADE TO FIN. GRADE K . . AND SERVICE BOX r _y -y-T-> -�_ SEE ELECTRICAL ' �, 'y , r I / / / ! ry--war_!_r7"•7-�-rrr+-•r-•r„y�...-r---r-�-'r r7^'7•.. 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T .. .. a �. •. �. . .. .. . ., - 4 - .. _ , Y - . ,�, '. �..•;. f ", , > : �,.�' .- ., ;,,. yj: `669\ ` "C�\f7 SP.P G T l'E. 6 � PLQ7 ,t . , t ...: . ,. _ ., v e. , , . . d �4'r. �� Ip 6.Q [ T 13..66. 8. r $., : ,. . . . *� „ ,r y .r �. .. _. ... r I r .. _ , A. ,y Y s. i •wF.,� .. : :..: .. r. ., .. =i :2: 'fir / ti }... r .. '. , .. n' �' r .91' L. ,° a 1 r .,. J V r - r ) _ .. .,ter r.. ... , .. ., ".. '+ .�.. .. C J. .. r'i'. , r ,\ � ..J. J• x. fl r. e� , IISLAWFOUNDATION D..EM,91 .11:10N Na:rEs W.ALLZF'NTURE DEMOLI'T'ION iWOrj'ES R09EZ91RUCTUSAL 12EM0L1T1QNN UT E,5 • REMOVE .EXIST ASPHALT PAVING. LEAVE SUBSTRATE REMOVE AND DISCARD WALL TO EXIST TIE. BEAM RE OVE AND DISGARGD EX ST ROOF TOP Y4/G UNI � � - M i T. �+�1 �.�" REGRADE TO LEVEL, COMPACT 'AND PREPARE FOR O FOR NEW WINDOWS. a REMOVE ALL ANCHORING, DUCT AND CONDUIT TO � NEW ASPHALT TOP. SEE ARCHITECTURAL SITE PLAN. PREPARE FOR NEW UNIT. • - - _ _ REMOVE AND D15GARD PILASTERS. O . ,. .. REMOVE AND DISCARD EXIST CONC SLAB A5 REQUIRED Rhl'''IOVE AND DISCARD EXIST STEEL GOt..UMN, USE " L , " •' :' IGH7 Q � TEMPORARY SNORING AS NECESSARY FOR STEEL• � TO RUN NEW PLUMBING AND ELECTRICAL SERVICES. S REMOVE AND DISCARD WALL TO HE OF t3`� " 2 TEMPOR Y S E� _ - COORDINATI; W/ PLUMBING AND ELECTRICAL FOR SLAB FOR NEW WINDOW, JOISTS. DEMOLITION TO MINIMIZE SLAB REMOVAL, SEE PLUMBING v4 ' - ELECTRICAL PLANS FOR NEW WORK O ARD WALL TO HE?IGH"T OF 8'-O" JOISTS AS AND EL RIC � REMOVE AND DISC 3 GUT AND REMOVE EXIST STEEL ROOF JO TS . FOR NEW DOORS. SHOWN IN DETAILS I/A2 AND 2/A2- h� POWER CARP WA REMOVE AND DISCARD SLAB FOR NEW RECESSED 5 AL, LLS, WINDDWIS AND DOORS. TEMPORARILY SWORE UP EXIST, STEEL. R � A OI"I AGT�OILEANDY PREPARE FOR NEW � REMOVE AND DIS F JOISTS. G ' RE REMOVE AND DISCARD PLUMBING FIXTURES AND GUT ANp REMOVE EXIST STEEL BEAM AS INDICATED r'■f REMOVE AND DISCARD ENTIRE SLAB AND FOOTINGS FROM O ACGESORIES, CAP OFF EXIST PLUMBIN(G LINES PLANS. PREPARE FOR INSTALLATION OF NEW STEEL hid BEAM. SEE SHEET 52 FOR SIZE AND DETAILS. � •d THIS AREA, PREPARE FOR .NEW SLAB AND FOOTINGS. BELOW FINISHED SLAB. ,y - a REMOVE AND DISCARD SLAB AND PREPARE FOR NEW (DREMOVE AND DISCARD EXIST WALL, GLEAN AND � GUT NEW OPENINGS 'FOR NEW MECHANICAL EQUIPMENT, v FOOTING, SEE FOUNDATION PLAN FOR LOCATIONS. PREPARE FOR NEW STRUCTURAL GONGhtETE' COLUMN. COORDINATE W/ MEGWANICAL PLAN. Y � REMOVE AND DISCARD ALL FLOORING MATERIAL AND � OS REMOVE AND DISCARD EXIST DOOR ANID FRAME. REMOVE AND DISCARD ANY EXIST UNUSED PLUI`1BINC, PREPARE SURFACE FOR NEW FLOORING MATERIAL- _ a PENETRATIONS, COORDINATE wITW PLUMBING PLANS To � - � REMOVE AND DISCARD EXIST WATER WIEATER AND REUSE EXIST VENT STACKS. c3 WATER LINES. GAP OFF ANY EXIST PLUMBING •. LINES BELOW FINISHED SLAB. 7 . TAKE CARE NOT TO DAMAGE EXIST ROOFING MATERIAL. � ' REMOVE AND DISCARD ALL EXIST WALL MATERIALS, D PREPARE FOR NEW INSULATED ROOFING SYSTEM. . 1O FURRING, GYPSUM WALL BOARD, INSULATION, ETC.,. `• AND PREPARE WALLS FOR NEW CONSTRUCTION. :AREA TO BE ADDITIONAL DECK • REMOVED TO BE REMOVED REMOVE STEEL DECK rci ' AND PREPARE FOR INSTALLATION OF 5 NEW STEEL .ANGLE EXIST ROOF SEE SHEET 52 FOR DECK W � � . ` DETAILS 61'-a" � tr, g' a1 -all w�.. -aI 6' 41-41' -x1171 -oII 4 41 _a11 4`-a1' 31 � pq • g�4//�� \tea /ir/ ~\\ rr"/ U� 2 ]r� 2 , .. r '.. : : ,+.�+��++•+�—,+,��,+ ti..�ti�.._r—�� _____tet _____ J___ ___J____L_____ _______L___1 ».— ___ ____^r.J_,r__� _aa u` _aW��w 1 I 1 1 . •. 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AREA I a I I i I/"/'/'r';',',�,' -r--r-r--rte^rte•-riL,#^� r�Yr�-rte'-r�� It:�n SEE SHEET 52 FOR (V " !-OUR NEW I I/2 I c\�c�rs �R`-c� ,c� �c-1'[�,•_�•••,-��T t�t-.••-t I f r r r / / r , / / / r / r , r / I r r / r r / r r I \ \ ' a 1 I.DETAILS I ► , RECESSED SLAB 1 �`,`:`�\, \\.\,�\ .�,;\.\`.`.•\ �,`l \`,`,`\'\`,`,`�\`,\`\`, , FOR NEW WOOD I 1. , \ ,`,,.,\:�.` '` ` ` '\```\`.`, `\`,`,`.,` `�\`;;\`\`.,`,` ,.�'.,� `.`,`.`. `.`,`.`,`\`;\`. `,`\`,',`,�`\`,•`,`� �• _ PLANK FLOORING 1 \ , . \ . ` ` � '.,`� �, r 11, . �`� + \ \ r r r � j/' q o \\ \ , ( 1 1 �\ \ ♦ \ \ ` \ \ \ \ \ \ \ . \ \ ` l( \ \� \ \`J\ \ \ , ` \ \ \ \ \ .�, / / / / / r 111 - . 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',�' • � � C I S WEB ANGLE L E \ \, \ , , \ \ . \ •. �`\ \►\ `\ \ \ EX T G I I I I I. \`\`a \ \ \ \ ` \`\ \ \ .�\ \ . \ \ •`\`\ \ \' . \ \ \ \ ♦ \ ♦ \ \ \ f r /'/ ' / , r / ,,,.r \ , BRACE TO REMAIN 1 EXIS STEEL ( I I I ; \`. L---- __--__ 1 1 5 cl BEAM ' 1 ' `\,•�+\\\� 1j •�-r�-�`-h•}� `\ \ \ `�`. `r-%-��-r•�-r-r}�\ � ,\ ♦ w 11 \ , ` . ` , ' / . \`\ rrrr , r \ � ,•\ \\ . \ � \ .( 1 prrrr REVtSIC71�15 • - 1 , EB f � . . . . \ �, , \ \ � r { •� ',',','/ ti\ \ \T \` \ \ \` \,.`\'.+ Y��/r',`,/ r (Yl NO DATE � INISTALL ,NEW W � I-�- ^----^�-------}_--! _ ,. \ .,` 1,.,_,,`. :�'� _ r'�'�,.:,Lw•-r�=�" �..:.1.;�:� y.L� `';:;.mac: 1 1 Ah'`IGL.E BRAGS - - - - -- - ^ -z•--�---�-,'•'�'--�--�-�-�a,--'{r- -c�-c--Y�-Z'-- ��--�--Z-- - _mak{-t�-`�-�r-4� c�-r--�_..�, • 1 I PIROIR TO ,!01ST n \`\ � \ \ > - \ `\ \^ �`\ \ yy � � �--r_-c II MODIFICATION , ; i\ � `\1 � .\ \ , \\``\ `. ,` ,\ `,\cQ \`. ' . '. \ \\ ``,\\ ., ..\" �\\ � ,\\ \\ \`,'`\`.\� .\\`.\ .\\ \\ ``� '\\\`'•\\ SSE3�5� A ♦� I `\ \\, \ \.\ `\ _ \J \\ `\\ `` \L ` `\\ \\ \ `, . . \ I •\ `\ `, `, \\ CQ JOB Nd- EXIST GONG , 1 , `\ • ` � .� .\ \ \\ S � _ _ _.ay.»k.._�_r�Y__.a,^a.._>__�_-� r �__ __L__ti__>-__�__�'_ ti_^�_ _ _.�� _a•. ^_i_^�I �.�_`z-_a-- __a_-� -�--�__.�w_a__� '.ti' DE LAB � 1 • FILENAME. M 1 3 BATE 4 a DRAWN BY.?2 ; A2 �A2 A2 : . ••4 s. .�• - � 11� 1 I` GWECKEQ BY • ,. SCI"! D Def IaL I T I ON - PLAN t ' YY ., - ., .. r C /01 L�bTIMEE, 13-46,0 - - •t. 1 , \J 1 i I y'+ Y:.' 'as.:gyp,,..�. ` e~ ::.,. .. .c...;:..:M .tr,.'w, •:'. '-. '.: .'.. " Y •Si �.q t r•' .y �. - . . . - '• ,. .I . - - � r -. ... .., r - �- 'A i _ ��.P .w ,•''. Y' .1' '. i t '...:u _ (. , . : , .. - _.:> - - P' '' GENERAL NQT� SPECIALTY NOTESi , U �. F . I. ALL INTERIOR WALLS SHALL DENTAL EQUIPMENT COI IPANY ANp TWEIR .CONSUC.TAN?`5 , .. E S LE F R LO I . BE 3 5/8. 25 GA MTL STUDS ARE R SPON IB O TWE FOL W NG: . . . A UNLESS NOTED OTNERWIISE. `�` `� I. COORDINATING ALL HOOK-UPS OF ALL DENTAL EQUIPMENT' . 2. INSULATE.ALL INTERIOR SUPPLIED W/ THE RESPECTIVE TRADES, •, 5 8 WALLS. - . 2. COORDINATING ALL PLUMBING REQUIREMENTS IENTS FOR A!r!:' ' . .: . 3. COORDINATE WITH THE (OWNER'S DENTAL EQUIPMENT INCLUDING SIZES=OE PIPING q 5 DENTAL EQUIPMENT CON15ULTANT N4 FOR EXACT BLOCKWCa RIEQUIREMENTS, AND Tt�lE1R EXACT LOCATIONS ALONG WITH .DEFLNING- . TYPE OF MATERIALS AMID THEIR t0 THE PLUMBING CON-CRACTOR, THE DENTAL EQUIPMENT EXACT LOCATIONS, COMPANY AND THEIR CONSULTANTS LIMITS OF fNORfC: rte, �1 . 1. . 3, COORDINATING WITW THE ELECTRICAL CONTRACTOR, ALL HOOK-U PS. AND VOLTAGE REQUIREMENTS ,NEEDED FOR ALL DENTAL -EQUIPMENT M�1 . 2.101r FOR PROPER PERFORMANCE. .. SOLID SURFACE--", '4, COORDINATING WITH .THE ELEgTRICAL CONTRACTOR EXACT LOCATIONS MATERIAL W/ OF POWER OUTLETS NEEDED FOR ALL DENTAL EQUIPMENT. U � RADIUS EDGES % . t. 1/2" PLYWD�---� 5. COORDINATING WITH THE CONTRACTOR: FOR LOCATIONS AND a .. % N_- INSTALLATION OF ALL, BLOCKING NEEDED FOR ALL: DENTAL � � .. . b� I EQUIPMENT INSTALLATION. . j 2u VARIES - SE1= .,PLAN . _ C3 i� . 31-411 16'-but 101-011 10'_411 101_41, 111,211 3t� Au 1 -4" 3rrOn 31r Au S'^10111 31�2u 31 »L�u 31-fpu 31-1Q" 31-411 31211 31-611 31411 3y1_6u Ile- 3�-10" 3'- 4"/ le 4'-0" ... 1. 3/a 11 PL I+�I�TOP - �f .. M.C. M.O. M.O. M.O. DRILL 1 I%2" �F�NQI: M.O. FOR ELEC"1'RIGAL :Wti 5 - NEW HAST IN PLACE WINDOW JAM>3, 5EE �21 ,� W/. PLASTIC GROI'1I'1ET V AS B . - AS 'DIRf~CT1 D BY TWE I DETAIL 2/SI' . ao c7 ^+ 'ARCHITECT. m 125 A5 B B Br • ' I-NR RATED O __ O o _ __ -- O O .�9 4 I'9 r .r rir71. . A I. . . . 7 _ (L I o, A .--. PL t A LEDGER CONT . _ 8 6 i ? �� 1 �� ' Ifs �► DR OFFICE ",.� . ; ' vau GYt' eD. o , 0 125 -i Ado A6 I-I I x I I �x 1 s I -� o . . I, .1 . . . 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I/2 PLYWD- � „ _ � sruDs 1 22 23 I I 2 WOLF- _ . � I �� x ur 1 O 1 I r- � ,� � � W ,1 r _ 1 , _ . 1 is ► (V ';' zir ry ~` �: -'::I.. 2 STERIL Q m 1 u _ I.l111 I 11 '� % , �� m VARIES SEE 'PLAN 42 CoN uLT t5 (Q' , ,:l , 115 v I I m I f `--L-�- O I 4 � . . 104 - rvI, . 1-I . I t ' '�' - � In Z • . 104 %& 1 1 Y ,;A ,,\ I I v . _I 4 V o .ys:_�_�;l _ 1 MEN 1 11 30C,AL y � . .__. - -- `' \4 I I METER �O p 6,-lf)ut 41 , ;T 105 1. C'` �TO � r `f' S sW WW I L,J� f I I I I o •,. 1 I t 1 _.._ --a r,ti r 1 m I I _ o I - 4 .va wa'-rr.. `':n .ct ...>•w.�,, �`.+,. uw +.s :ai:t.. ^aa :.-N .r n�+,K. :.>• x::ror� r:.,.r_r..:r - rc� w"( u� r---=6'!±L _ __ j!nj O su•.Mw s.w ..w � IrJ. I I I I - I 1 1 "t I L < II 1, a 1 'I II 1 1 I II Q. 3/4 PL t. F oP - 102 I 11102 _ I I 111 I I I I I Q DRILL I v2 NOi�E ►� oe 4 �-�IECK�--O 4 IAA : I: 11 : I'I I A� ► N i . FOR ELECTRICAL 5 If N - . W/ PLASTIC GROt"IMET b � 1► it 51_01) 31^O, 102 71_4ut 7 { �. I. I i' i i I 25 AS DIRECTED BY THE I I I { dil N T 1 1 122 ARCHITECT. m - I I 2a I. I r - I I I e---J- _ .� �-_/ - - k------ -- _ I I I tl . u -- __ \9 . I' O I X711 . _� I ; l I I III SECEP 1 I I 120 I 0) I y+- - 1 w,'1 i ww - - - - - --�-- 2 : I I I I01 i ISI -� z4 f , X LEDGER CONT +I i I ; orf I I ` _ I �� _ A3 1: ,1 111211 I I I '% �2I I I I I i C I co 1/2" GYP. BD. 1 I Q , ,I� , 1.1. 1. ALT. N4.. I:_ I 'r _ TYP 1 1 1' 2N ;,I ' _ III I. .I I X 6 WOOD I l 0 (3 I I 1 1 1.•I �I. F I . I`I ,I 1 2 X .4uSTUDS -I _ V i1 ,' 1 m I I ' 1' I , I ', I I i i p °moi 1 I ' PLANK FLOORING _1 I 1 AT 16 O.C, I A3 1.1) 1 I - - _ - - _,_ I ,--tea ±:::: 1 O 1. BASE, SEE __ '•' / r. {F. �- - T... _ _ . - =<,a *s ' 'I:.,1.� I 1 . . PLYND WALL CLEAT SHT A� i i i r ' . - I r .,. L11 1� BEYOND - SEE �IN.T ■ i --- - 'i � . q �I I I I 'III ; . I - i I ` 1 . 1 - EL1~V FOR �ocATloNs T . Ta� co 1 ' 1 ' i I I I i 1 PER DENT: 11 ISLAND ; 13 8 ' i I' , , I I I I I I. I ( CONSULT. _t �1 . . V __r I +I m I I N SEE SPEC. m . 3A . . _ I _ a s "T`� 123 Noi'Es - IQ �__ _�__i --1--- A I I I / I I 1 A -6� '�` I •-�._ .... REVISIONS ^ .1 . . . - . .... I - . _ i III / 01 III o 1(1 � 0 I -: .. . I . I . . .IT o a 11 4 1 I I I X 1 I - <t 6 = NO DATE I . C . . .. `�- %a DUSINES$ t2 I i I L _ I I -;-_� Nr . " I . �._ V_y _j _ . . I .. ,.. . . . 6 1 1 R EG EPT I ON, I D (OF- - I . 6 6� . 103 q I - I . (3 moo" gc . I -T' -I 1-911 - v : t I I I I v - . I 1 'ao III 100 I II I I TYP' t . , . I I :1 - - I .1 I I _ i . I I I I I 1 I I I I 'I i I �ri ' . 0 . s I I ( I I I I I m ! I I 7Q11 .. 1 i i N I I I I rI'll --- 0 it I _ - - - ---- `. JOB No. - - - - - -- - -- - . . C-66 .. 0A A BLOCKING FOR 1 0 2 X-RAY UNIT - FILENAME . ., 8 A5 DENTAL EQUIP/ DPFP . , ' A5 - �'6 I CONSULTANT DATE . . A� (TYP) . 7 1�. -p1 . . . . ,- - . r . . ,. al 6u 8 - � al . . DRAWN By . t. JCW/ OB . 1 11 ,. I II 1• 11 1 Il 1 II 3141► 6.1011 atw�ll . . . V! . . .,ti . -8„ 61_011 3 -4 6 --0 -0 �'-a' --0 6 -0 It • O. M.O. .O, • M.0,o l_611 M i'--6' M cHECKE BY . t 11 - +.IL. . ► Il 251-811± Ia �� 11 . , i& --o . 1. . . . . . - .. �' . . . .. I II . . I ., , ., . . . 1.1" . , I . .1. I I . . . ,: .1 . c ! 61 -8 FLOOR AN . . . I . 1. � �� . , , PL . .. .... . A3 .. . - , . . . , ,- . .! _ SQ FT . . . , . • � • . ' i/4' �t -Q� 3,017 , . . . . a:... , .. . O . . r. 15 7 r T . 1 I :a9 7 W.\G��e6r��1[7\PLAt`lS�L71.F � PLAT DATE PLP 9 -. ;. . 1 . , . .. L�.�/ .:r � . . _ 1. 1 1 a I. I r L :. ..i - .� .. ... . Hi�' ':.k. .dIJ, 1. w „, .. . 1. .e ., 'll , % 1. r -x;. •r^ a f..^� .. .. 'i* _ - r .. :r " ;'... .. I .171 . 4' a t. r xr • t t „ •, .7. '. . -. r-. - y ^, 'v :. .. .: .. ._ a ..v. .. ... - ... 11, q1}. r . . ,.,. , e r , �: .. • :,. ,. r .. .. - t, f;: 'X - ,. EF_ :, . - E1. . , - • ,� ,.s';; a., . . % . 6 � . '�JA[''IIrS NA(2D � a� , r _ „ f� 0 ',lNc F .-.i u I . . .. T .,t.. ...,,_,IN'C. . 5MOOTt�_ FINfSH - . r:. 51~ "EL1rCT1ztCAL r ,k - - . 'AN11. I 'll 'S GV.Ol la ; 1;X" 2 BATTENS . , 1,. BEV1rL I.AP 5l�7lNG .� __11'Q . y N ., 1. 1. g,.C.. rtAK. . c� :l2" 'JAM1^S NARDIE' rn'rn �JAI~lE5 fARD11'' N DI -PLAN .� H' Rl7 =TR C1 AR K: rr�� , -j.}f .�4,CORNUR:.: �k. II "SELECT C!~DARC'11LL" V.[ .. -7A 1. BQARDS EA .SIDS 14LR •SMOQTN W/5" EX,POFWRL� •-' o c� 1. - c L "4 JAM,�S �4RDIE .. - . a y IAR1. oI TRIC`f : x u ' . l-1 D. St�100"f NI' - ,_____.-.� ---.-. - �!, . �f S AN i" , • , , - __- T D NG SEAM F� . 1 * ' � .. . -- .-__-.-- ! IETAL ROOF 5TANDINGG �L . .- 12 �� - _; 1 7 I Ilr■AI a C`1ETAL; ROQF ....._. .-..-__ . . 12 . , - I . (L . . L:. PREFIN ALUM _ __ _ -___ a CANOPY u % a _ T �_rM r, . 1. �_ _w �r a� . _ _ .. a' ___c = I �- F+� •` 3 +to 0 PREFIN ALUM 3 l� 0 0 0 l� � _-_-_.-__-_.__ _ -. . ,... _ . . . ----_____- �i 4 .. _ . . n GUTTER AND _-.^�- - . . OUTS ___ - _ _ . _._ _ Id DOWNSP __..__ _-.. ___ T. _._,._ ci . - 2 - . (TYP) Z i �. - .. \ 11 .. II . . ! `": Tl YI , C. f I t l f )�@ _.____--_----_--__-_-�_- _ 'L / r--_ _�T----_.-- •_--______�_____.. __ f: ! � I' .I //r i . __�_ ___- --- - - _ _� - f I 1 l :: ! I I 11 I I ® m _- ---------------- _-.--__ -_ _ _ __--- - __-_-_._.- Ii I I F,7 I I A -- -____.'-_-_----..- -- -.---..- .____•-- -_ _ �_._..�___ --- i� I 1 1. I 1 t-i I :I I . A -- _.._ _ _� - __�_ �T.__-_---__ u . `� r� __---_-___._� ___ �� . Z __ fin I - o -- �_. _- __ �Y-_Y_.-_ _------___--. 3 D5 - - _- - �.__---_-- _._ T----___=-- 4p 9 11 ., AS4 I 1 A� ® j ___�_ _ ___� __-- ----- I'� 2 . - _ _.____ - _.______ - ----- _ .� --___ _ . f. II J / -�- d ,g . ,. ......,.. N Ft. I. BAAmA 'ISL. - DER' 1 X 4 WINDOW PRECAST' CONC SYN. i'INtSl-1 I X 4 CORNER BEVEL LAP SIDING � 4 HILLARD SITTER GO. TRIM WlTN CAP WINDOW SILK "5N1=Lt, DASH" * TRIM BOARDS 'JAMES NARDIE' a, .. �TYPICAw , , 'JAMES NARDIE' TEXTURE ON 'JAMES NARDIE' MARDI-PLANK I °--' . HARDI--TRIM STUCCO HARDI-TRIM "SELECT CEDARMILL" �°g p, HLD 'SMOOTH" NLD "SMOOTH" W/S" EXPOSURE W .'d :. ,.:''_� ' ' _ I . .. . .... . " . . - r, I.. . NORTH , ELEVATION SOU` P ELEVATION �"' 0 � .: ��, � . .I . . . . I . . . ,-,I/4"'=` tlpn 1/4" - I"-0" c • .. . OW TRIM IN TRIM WAND W DOW r1. II 10'_271 '.. .. ttl I: `�. 1 CONT. NADhR TUBE SUPPORT 2 D. . HINGE r •.1. 5 SIGNAGE c • . SEE ALLOWANCE ANGNQRAGE BEVl;L LAP SIDING r, ( B SYN:, FfNISN O, -- LOCATION 'JAMES NARDIE' SIGN LIGHT JAMES NARDIE' c 5/&! 5-ruccQ CONTROL JOINT . . ; MARDI-PLANK SEE ELECT. A� HARDI-PANEL ACo s .. VINYL GORP - (-- -- .-1�3 - "SELECT CEDARMILL" " " . " 1558X; �I� /5" EXPOSURE R7'-7" ,. SMPOTN FINISH . . _ . • I t I'C i X 2 BATTENS I . . � �''`� @ 12" O.G. MAX. J. 11:I,L f f ( ANGNPRACE 5" X r5" PREFIN Tr 1 , JAMES NARDIE i"," , -" -, -.f LOCATION MARDI--TRIM 1.. I . 3 -- tQ I (coRWA VENT) cv 01 I .. BAWAMA ti� I NLD "SMOOTH" 4 -, , - T]'PIGAk SWUTTER 11 CAMEI;�-BACK v rC)I I , I -. 1/'d" EXPANSION 1 ANCHOR NI • JoI NT . ". . ' _ . 1 . 1. _ . 1 . I : .CII _.., r . . . . . . . IDETA L.,. IDETAI L , , I .. . . I L 9I I 1_ I I I I �.. . , .1 _ Iql �� 3 1 pI I . . . . .1 . .. . . . . I _�@ --' -- ---- 1S ST __ _ __ �_. I . . O D . 1 I �, D DENT 1 , II 12 I I (� - � j'-X 4 .CORNER . BOARDS EA. SIDE I j ____�-• Z' Q - ► 1 I I STUCCO STUCCO .JAMES NARDIE 5 Q . }ARDJ-TRIM -- � . I;D SMOOTH" . . wW Q I. . . .- CONT:. HEADER TUBE SUPPORT. LL HINGE . RRECAST W f- < ( . _< . 1__� W . ANCNORACE SILL° . . "" LOCATION : --_ -----` -._�,_ .�_._ - ___ . _ - I ( - _ D°� r °4 r a4 _ _--_- __ _ __ -_ .1 I I `-ANGNORAGI - �( - _....__-._ .__----.-_.-..-W Z I r-- LOCATION RAFTER - J1 �. - 1 TAILS (TYP) - . -7- - _.. _ - _ __� -----�. � Z TY - , BANAI)A I ,� . .....11 . . .".. I i- _ - - - � .Q 1 ) w ❑ _. -71 � 0 EE 1[ __j� 1L_ �J Q ,. SNUTTlwR' ',. CK is" GAI"lE4-BA - - - __ -� . ". .., . . . . . . .... - . I . <. .� . . . ..'_ - �'.. . . . . I .. 1 , . . . I!;, ...1. _ . " . . . I. . . . . . ANC -- . HOR .± . �-I J ! I �' d _•` Q .. . .. - - �_ __-_------..._.._-_ �_ I . I .. - 1. .. 1 . , � . .. . . .� '. .1 . . . � .., . 1 . . . . _ ... . __ -.-------- . i � . . ------ .--------,.--------,.-.��-- --- . , . I :�. ,'�, , -. I It . , , ". 13 . . ------- . ' '; �,,,, .: . ....1 .. .. � .,.DETAI L 1. . . . I I _______ ____ --------- 1. �. 1 I I _ ____-.__ -� / ,� y_._------ _- - -._- ------ _ - -- - --__ V I ' . . . -... . . ,.I .. . � 1 3 -- 1 --O `� 3 f -p1 . A6 _� - I Li==== I 3a + BEVEL• LAP .SIDING SHUTTERS BRACKET P.T. 6 X 6 ' .• A,'; 11_4,1 A5 ,7Z 11_411 'JAME NAiRDIE' 'FYPON' 105221 'FYPON' 058600 POST W/ ." . "SELECT C DARMILt," EASI=D !*DGES .-1. - EQUAL .EQUAL EG?UAL EQUAL W/5" EXPO.,SURE _ ______-1 - _ _ :___..__ _ __-- .EASE" ELEVATION r _�� -- ^^- -- ___ _._. I/41I 11_011 p` . - .- '111., �,� " I I . . . I I . . . _j__ - . �� __ _ PR!~FiN ALUM REQ/1510NS: ____�. ._ _ . -_-. GUTTER AND � 11NSP S `� 3 DOW OUT NO DATE . ' 1 .r0 0 3 � M.. ig . . LUM 11 " PREFIN A . . I 1. CANOPY . _ . 1. I I I . I I . f ! I I I I I I � I . 1 i JpB NO: . . I I I I I I I 1 1 1' C-�O . � I - I • I 1 I i I I ;I , I 1. 1 I I I <I { ` 1 I . . FILENAME -,- - . / - .. fI 11 fJQt~E . . �".0'. ,., . . . . .� I . , I . .. - . -1 . i . I.. - .\ - - . . DATE . - 7��Q1 'fes,. ,•.'r .1: :.. - . c�• . • ,, ;, . \ - , , _ , t, 1 . DRAW Y . - Nib r' ,,• >: . . L JGW 1808. . . A 711SLA !rR" . . pYN SN< " PRECAST.GONG FINI BAHAM ND . GO. .. µ11NDOW SILL $WELL, DASH. .W11,LARD SHUT ER CHECKED �3Y . . , . PICA . j. :TEXTURE ON ' TY ti) . _ , �TUGCO� SC{':1 . 4, .1 . 41 , . , . 1 ;. - . . ATI s . . . . 1 . ". . - I . x I . 1 .1 .. .� . . _. . . . . . , . . ELEV . - - . .� I . .. �.,, . . . . . ._ I . I 1 . .. . ,� . , )''_r�!k_ - '. r 4 - .- r , v i . _ . ''. , .. I . 1 . .. .. 7 , . A4 1- 1 . I IIi� U . . I .r� . • 14 1 -D 1. . . f. . Y _ J - .. - - I . ,q, . . � ;.'A �. . . r - .of .. , . . r.} ,r i _ r <. . _ .., . M -.. r... ._., ,. ; .: ' W:\C-666\BID\EXT ELEV5\DDEEAMG PLAT F9ATF=. 7 6/QI LQP IME l3 5 :3q , 11 . .. - .. 8.' ,^.( . - 5 I lVn \ ' ;; u " i .. C� � ..... '. ' ' {�.1 :. '., a •' ' w r L NARco AP SIDING 'JAMES DIE' 6 FibLk-CEMENT 2 X CONT. "SELECT to PANE41N.G ow. STRONGBACK " cQ cu #30 FELT. ON CEDARMILL _i5� 2° GD}C PLYWD 3/8" 4p X 5" ON #3Q FELT v LAG BOLT ON P.T. I X 2 . FIBR-C1MlNT FURRING T� 'BATTENS �+ PREFIN MTL STARTER FLASHING EXIST. ROOF JOIST LATH P.T. 2 X 12 _ PREFIN. MTL CUT-TO-FIT �- - T WAT A ERT BL1= F@:A N,1N4. .i�f/ FASCIA WM188 alt �D` LAPS W/ CONT CAULK \ li 2 X 4 BLOCKING P.T. I X 6 = . At.LAPS BAND t-�l~AIMALL VENT KERF!~D PLATE 'C,QR-A VENT' - LI W IN 1 SEE STRUCT. DWGS 2 X 4 CONT. NAILER \ G T G F.XT-�_ COUNTERBORE CQNT - SEE ELECTRICAL RICAL TO ACCEPT P.T. I X 2 0 '" CV PLANS LAG BOLT FURRING CONT CLEAT \\"\-T*G CLC. PANEL PREFIN .STANDING -_ _ _ EL. IG1'-4" ci 58AF"1 METAL T,O. SLOPE R(JoFmC - --X- �M�-__ DETAIL.. DETAIL. AT 2 _0 O.G. 3' 1'-0' 3' I' -p' 5 a I I ' #30 FENT ON IQ 3 u C.DX + SANDBLASTED PLYWD \ WD:SIGN SEE _ PREFIN MTL ALLOWANCES u. CC7UNTER I 1 I I I I U 3 FLASHING B1=VEL LAP SIDING i PREFIN MTL 'JAMES HARDIE' MBM ROOFING ON cv I HARDI-PLANK FIBERGLASS BASE I EL, 17'--40 INEE CLOSURE "SELECT CEDARMILL" SHEET I w STALL PER W/5" EXPOSURE I TO." SLOPE MANUF SPECS ON #30 ,FELT - � ON 15/32" CDX q I a� . I D� A I.'L.. PLYWD 2 X 4 FRMG AT \ -1 I'-4" O.C. v 1 I/2 ' = 1!_p1 �. I X 2 BATTENS SEE DETAILS • . @ 12" O.G. MAX. 1-3-2/53, 33/53 ^ : !JAMES HARDIE' ANCHOR 2 X 4 PLATES _ TD EXIST ROOF JOISTSHAR __� NL[7D15MOOTH"TRIM W/ I/2" X 7" LONG \ a, THRU BOLTS i 5a a� 4" CANT CONT GALV. FLASHING--\ . A5 MBM ROOFING ON 4 (TYP) A5 51 F15ERGLA55 BASE AS SHEET \ TAPERED ROOF INSUL - - PREFIN STANDING SEAM �2 p +. MTL ROOFING' DN 430 _� EXISTING ROOFING STRUCTURE p . : - FELT ON•I�+/32." CDX 4 - " . PLYWD ON PREFAB' MONO TRUSSES AT 2'-0" O.G. �. 5b _� 5 FOR TYPICAL NOTES Sb • A� � SEE DETAIL ( A5 IN ".� BEARING _ OW w v PREFIN ALUMS " - DRIP Iii FRIEZE BD NEW 14" I--BEAM AM P.T, 2X4 -3 - I NEIN 14" I�sE I O tV- 7/16" X 6" TSG AFF SEE SPT 52 P.'T: 2 X 6. \-VENTED VINYL r-- - - - � � ti - �� - � - , SEE SHT 52 I EXIST I-BEAM CEDAR PNL ON - FASCIA _.�EA17=8QARC�,-._--- ._.. - T -...:- �__- T._L1:�.,.��,��Y 1 - 2 .X-4-A�-2'=Q= _ - Q PNL ON P.T. I X 4 — SEE DETAIL _ -' — — ,t PREFIN ALUM O.C. MAX 4:12 SLOPE - Z } FASCIA COVER AT 2'-0" Q.C. 8/A7 - » LAPaiDING W u I X 4 W/ EASED �- � ` ' 0 EL. S -6 BEVEL LAP t-�-{ P.T, i X 6 P.T. 6X12 BEAM 'JAMES HARDIE' - 1 1 EDGES �, -3 u SILL. SIDING � FRIEZE BD SELECT HARD-PLANK BRACKET CEDARMILL" - , 1'/2 GYP BD u u CEDARMILL 'FYPON' Q5g60Q'' SELECT FOOUST.,CLG ON #30 FELT + ACOUST GLC �`. 3 5/8" MTL �� FOR TYPE AND R TYPE AND . -A V ON #30 FELT HEIC,HT SEE 4 W P.T. 6 X 6 COL FURRINGI X 2 ; - STUD FRh'IG ;. HEIGHT aEE /� ON P.T. I X 2. REFLECTED W/ EASED EDGES WATER TABLE J `' AT 2'-4u O.C. FURRING REFLECTED Q � CEILING PLAN - WMI$8 5/8" GYP BD �� C!~tLINC-, PLAN GALV. DRIP P.T. 2 X 4 Q FLASHING WINDOW TRIM (n Z P.T. 2 X 4 �u �� STL COL WINDOW TRIM SEE COLUMN i O {- 150METRIC I ~ Q MALL.. SECTION PgALL_ SECTION Q SHEET 52 I X WD WRAP 3/4" 11--p" 3/4" YJ�AN VIEW PAINT GRADE FIXED WINDOW FIXED WINDOW Ll � u EL, 31-411 P.T. 2 X 4 EL. 3'-4" SILL ! I WINDOW TRIM SILL P.T. 2 X 4- I I - WINDOW TRIM 1 1/2" MTL 'Z' I I ,,: . O\ CHANNEL FURRING.I I - CHANNEL FURRING U AT 1'-4" O.G. 8" CMU BLOCK 8" CMU BLOCK _ I I - AT I'-4" O.G. • W/ TRUSS TYPE 11 I I W/ TRUSS TYPE NOR1Z JT REINF 1/2" GYP BD I I HORIZ JT REINF I/2" GYP BD AT 16" O•C. VERT - " I I AT 16" O.G. VERT V2 RIGID - I I/2" RIGIDPill INSUL 1 I INSUL REVISIONS f I ALT. NO. I - REMOVE NO DAT P.T. 1 X 8 P.T. 2 X 4 I I EXISTING. SLAB AND 5Q - P.T. 2 X 4 E BASE W/ 5Q FURRING I I REPOUR AT 1/2" LOWER FURRING BEVELED A5 I ( FOR I X 6 PLANK A5 TOP I X .6 BASE W/ FLOORING' - SEE THIS SHT. - I X 6 BASE W/ ROUND EDGE I ROUNDED EDGE I X 6 T*G PLANK IK - FLOORING ° A y o ° a 4 c • . e ° e — �+— — e ———— .-._. - — —— — — � a � 3/�1° GDX Sl1F3FLD©R e d q A ° 4 °4 e 4 I 1 m \ ROOF TRUSS�� 2 X 4 NAILER JOB N0. VAPOR BARRIER v 44. ° CONCRETE SLAB FILENAME a d � 6 RDWSQ,.I 4 a v' a d ° 4 vd d d d ° ° 4 4 PREFIN PERF VINYL SOFFIT ALT . No .. 1 v v 4 a ° d 4 DATE a v • 4 ° ° d d . P.T. 2 X 8 Q1 d RAFTER TAIL FLANK ATTACHED TO DRAWN', BY TRUSS - FLOORING GONG FTG FOR SIZE AND REINF SEE FOUND. PLAN O'< 1, ,INFQRMATION WAS PP CH CKE[1 BY. • ALTERNATE L LSECTION DETA :. ,.-. ��L.- L., SECTIO RNER�a(g0) 73��QQ4:OR� N 3u _ 11�pu � � INTERIOR 1*., QT BY IONS..'SCM.. .. 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' . . .. . . , T . . - _- _ --w-- --.___T.--_- _--- ----- -------_•-----_ __-..-_.____._. ___ _- _ -_--_------ _____ � 0 . ., . . I . I I . z 9 -1 t 7ci ,5 I 'll . . PREFAB MONO . .' TRUSSES AT . '• 21_0" 11 I\�� . FREFAS h. - O.C. TRUSSES A 1,� , T - _ 2�-0"' O.c: t1 �� - A(o -i . 1 I cogg PORC1^I-I `i S OR LA5 C, _ORR EXAM U . fi . in . . . . . �m -4 _ I. 120 loo lol III Ilo io7 113 . c , 0) 0 . __- _- a . --_ I'll, -� W d v F ' 3 BUILDING ECT T ON B U I L D A N G S ECT I ON 6 2 � w I, p /� A7 �� :. . 'j . -_. . . . . I � . . il . .- 1. �' i/4' II-0" /-� A(o 1/4" 1' -O" TYP SIM . ,1 .. 5) . 1. . P.T. 2 X 8 .{,:. - . ` :P,REFIN MTL a . RRIF' . EXIST ROOF JOISTS . ' w,ll . 1. IR FIN MTL . AND ROOFING `\ . . , p STRUCTURE w - • '` - - - __ _� _. - ----_ _ _ - ___-____________... _ _ _ � . 1. y H � ,,:;xV , r,': 1 . . . - 5/8" 20 GA MTL 3 3 5/8" 25 GA STUD TRACK, ATTACH TO EXIST ROOF JOISTS (� EX15T' cONG 1XIST j Itn MTL STUDS 1--� T11 FEAM . 1. B1rAM.AND AT 11-411 O.C. OR BRACT= TO !<XIST 3'5/8" 20 GA' - cMU WALLS W/ 3 1/2". BATTS MTL DECK W/ (2) 3��5/8" MTL STUD 1. /: ac INSUL S U 8 M . �""" -_ - -- - K, L.� y - L I ______W_ _ ___T_..-_ MTL T DS AT---0 TAX __ _ TRACK, TYP _-__- _-. 1. - .--..-..._._ .._ _-_-. �_..._..___._____.._'--_..___ __ - - _._..._.---- _ __ --� . �'3 5/81'-'20 GA -- __ .. b : 5/8" TYPE 'X' GWB MTL STUDS O 11 (21 • _ _ TRACK (TYP) u- 1. a a r ` Q . , SHELL D.A51-I ' � EL. q'-O" , a ( 6 TE TURIr. CLG. FRAMING, - ' [_ L" o. It, 'q4 • SY .,FINISP (2) 5/8" TYPE 'X' --I - , , .- 1.. . I / �� :BY 5�!8".FIBER - G'E'R BD t LL [L/ . ASSEMBLY. GA WPI052 _ 0 1. IR911JF' STUCCO U . -ON PRECAST TIE BEAM 1: _ . _dNC LINTEL . a a - SEE 5TRUGT. _ n 5/8" GYP BD ,. I/2 GYP BD . a C1 $" Gf1U BLOCK . _ 3 5/8" 25 GA 4 U W/ TRU55• TYPE ACOUST S1=ALANT - 3 5/Sj" 25 GA MTL STUDS c HORIZ JT REINF - = AT i -4 O.C. PR!~FIN,, ALUM ' FILL W/ AT !'�-q'< O:C. r� T T AROUND CEILING s MTL ,STUDS W/ 3 1/2" ' GROUT PERIMETER O . BAHAMA VERT' ' - IIT 2" BATT SOUND BATTS _ 4 II I ATI J . _JL _� _ W/ 3 r - INSUL Q -� '1-- . [I INSUL, 4 SHUTTER ' - _ 1. . I . r11�--1I I Q I�I 11 I - .l Q . FOR TYPICAL NOTES _. -1 11 III - - 4 2 SEE DETAIL #5 TIE BEAM I III' III [ ,1 i - `! A6 TO' FTG AT _ 1-IL J ^ _ 4`-OI' O.C. MAX. DENTAL SUCTION �-----�- -11 �� S CMU _.. : FILL .CELLS UNIT $Y OTHERS, / 4�--ou \ ASSEMBLY: ULg05 r . SOLID W/ CONC e . 7a 21-01 - / _ F1 _� ,�� 3/4�' CDX PLYWD FOR: TYPICAL NOTES FOR TYPICAL NOTES 1. ... 31-0" DO. NOT. LlrT GLUE AND NAIL _ _ _ �� - - Do NOT L TO P.T. 2 X 6 7 !/ \\ SEE; DETAIL 2 SEE DETAIL 2 FIXED WINDOW MAKE CONTACT A6 // \\ A6 A6 . .. R WITH ADJACENT P.T. 2 X 6 NAIL WALLS TO 4 X 4 W/ (2) NAILS . . 11 • EA SIDE1 I .. .. . . I � - _. . . . � .--.- --- - - N �, �\ P.T. 4 X 4 LEGS--- r_i _ "� �� . SYSTEM COM RtTcAST GQNC � P I I i ( rl rl . WINV6W SILL m BY oTNERs 11 1 I I \ Ili \ I . m - �t - I IJ I�� ,u� , - I P.T. 2 X 6 NAILS � L1._1 i�!LI-.-�..,..1_1 I v 3 5/8111 20 GA R1=u1510NS . m TO 4. X 4 W/ I I ct? - '� I`1TL ESTUD N© � DATE - , #5: ROp. W/ 3° (2) NAILS I I I T _ TRACI'K, ANCHOR 3 5/e" 20 GA INIBEDMENT EA SIDE I I I I TO 51LAB MTL STUD . SET IN EPDXY k L J I - TRACK, ANCHOR ..' , .. 4a•. PAINT CONE. TO - GROUT L-n- _. / BASE,, SEE TO 5LAB . MATGN SYN ,F N SHT W8 I I I I if .-I.... - . - .. .. . . . 1 j - I --- t4,_ �u__ ---.--- I R- I _J1_� _ _ _ _______. -___ _._..___- . 1. . , - _ - - - - - - - - - - _ _. - _ . . . � �i . x \ f JOB NO. .. �,111. %. . . . I � . \ C-668 - .. / \ / ` \ FILENAME ' A-11- X /C/ A - - rt / / " . DDN502. . s s DATE �: �A. 7--16x01. . . DRAWN BY . . 3" ; - . i rlr .. . - 1. .�cw� oB . . , tw :. - . . EHECKED: BY �,��.%' , ,� 7, ' '?"'" lq ' .� C : I. off _ ',-, , ; wA . C i o ' -' I '., 11", il ..." . ;" 1 /`� . . . . ' ALL L 5 E�T-I ON ' wA� � SECTION i o 0A . I w N w �.�. s .C�" oN wA L L.� . ECT I o� ;: s- . _ f. Il s u u. .1 I . . . . 1,. 1 I u 1 u " 1 u 11 1 I ., p.,.• 7 II 4, _ � �1 10I .. 1. ,: / . �0 3/4 I D 7G1 3/4 1 -0 3/4 - I �O _ i4 I -o . . . . "�",il� . i". . ' '.�,i, _�,�;,��, ,,, 1�.._. ., I I , - - ", � . �, ... I '. .1 . . - I ;5��.t 1, - ::.11 ;1.��11."�. - , ,- -. ,. . . - . , r , -,! . A(O . , . . a: , , ', -, . . I' - �J- � -.: . . . 1 . 11 ._ . . .. . . , . 4 - , { Y M1 ., . . . .. . I , ,,., 1 '' . .. . ,. ,, 1 . I . � . I . I " .1 . . I . . * - .r�1_4i .., 1� . !- .. .1'. ". I . . . - � I . I . . 11, ' '.. . ' I . ___�) - ! r - s - .. _�,�- ,x� Y �. _ •' L. :.. .. .. - 11 .. ,. lklra c y c -, P. Y i4. -. r :� x . ... ? . . . , W'\G»6 8\Blp\SG75tDDW DWG P 07 Ill / w y �, ,a' - . . y SO2 i_ pA 6, I TIME: 15:15r2t 'F: 114 - C` _ 44 S . ._ Y '{ a , '`: .:ve. !1 V�': •P t' , a.. , '� >m. R ti.. , DOOR t FINISH P-ARDNAR,E SCHEDULE : • - N DETAILS LITES LOUVERS KEYED LOCKS NON-KEYED LOCKS PLATES BOLTS ELECT. EXIT CL05ERS w STOPS ACCESSORIES o a QL FROM ROOM TO .ROOM w FRAME DOOR _ = z yW N 0. W Lu . �..� K SI PRIVATE/SECURE SIDE (FIELD VERIFY FRAMED (FIELD VERIFY FRAMED-OPENING DIM, LU Z i?l1BLfC/k OC N q7 1 l7 J W W w tL1 W rL � V F ?- w < w -t a" W cp O W ! o. w }► OPENING DIMENSIONS) NAND, AND ANCHORING TYPE) z Z I O �- U — J 4 Q 4 - Q = aL V tau . ! Lu l�� N PW qC - p (t1 O W w tY _ F- tY W cn LL Ln Y U u W u w a Oo w N w O p 44 p� cn !W H-- LL w CO E F- 4 4 E j J ac oo pp W 4 a O Z LL (- p O (Y O > > O a 4 z p w -i O p w Q W - I- 3 LL _ 1Y n iSl t7-` NOTES Q Ate.: TYPE : MATERIAL FINISH TYPE MATERIAL. rINI5N TNICKN � � �1, to ? 3 LL LL (n Z w O i U) U U � 0- u� 0. A_ = A lL n. A LL � cn � a_ aW 101 PORCH RECEPTION 2 .-3°)e 710 HM STEEL PAINT 1 WOOD PAINT 1% 102A REG-EPT CHECK-OUT °z 6 WD WOOD PAINT 2 WOOD PAINT 1% 3 • - ° $ WD WOOD PAiNT 2 WOOD PAINT 1 3 • • 102B CNECK-OUT STORAGE, 3 x 6 0 s 164 CHECK--OUT CONSULT 2.-26e WD WOOD PAINT 1 WOOD PAiNT 1 3 • 105 CNECK-OUT MEN 3°x 6$ WD WOOD PAINT 2 MASONiTE PAINT 1% 3 • • 0 106 ;CORRIDOR WOMEN 3°x 6$ WD WOOD PAINT 2 MASONITE PAINT 1% 3 • • 107A CNECK-OUT CORRIDOR 3°x 68 WD WOOD PAINT I WOOD PAINT I 3 • • • 1078 EXTERIOR CORRIDOR °ic .7° HM STEEL PAINT 4 - STEEL PAINT 1� 3 -• • • 1 • • ' 108 CpL RIDOR STORAGE °x 68 WD WOOD PAINT (a MASONITE PAINT 1� X31-FOLD DOOR 109 CORRIDOR STAFF 3°x 64 WD WOOD PAINT 2 MASONITE PAINT 1% 3 • • o $ • POCKET DOOR . 110 CORRIDOR LAB 3 x 6 WD WOOD. PAINT 2 MASONITE PAINT 1/ fit LAB STORAGE 3°x 6$• WD WOOD PAINT 5 MASONITE PAINT 1% B1-FOLD DOOR. to 3 • 2 • • 1.16 CORRIDOR DARK ROOM 30x 61, WD WOOD PAINT 2 MASONITE PAINT '116 � PAN--X DR OFFICE °x 6a WD WOOD PAINT 2 MASONITE PAINT 1% 3 • • llq DR' OFFICE TOILET 2elx 6a. WD WOOD PAINT 2 MASONITE PAINT 1% 3 • • F 126 RECEPTION CORRIDOR ° �a WD. WOOD PAINT• 2 MASONITE PAINT i% 3 • • OR EQUIPMENT :ROOM � _x 6 NM STEEL PAINT 3 STEEL P • 3 • 1 • • LIMITER BAR t g 124 EXTERL- ° $ HiNT• 1� • 3 • • 1 • • CL05ER W/ HOLD OPEN a 125 EXTERIOR MED GAS ROOM 3°x 6$ L_Hm� STEEL PAINT 3 STEEL PAINT 1� i% w INiS SCHEDULENINDON SCHEDULEcn Q ROOCEILING NO SIZE TYPE FRAME GLAZING HEAD JAMB SILL NOTES ROOM NAME FLOC BASE WALL FINISH NOTES NO MATERIAL MATERIAL FINISN A (O° X 40 FIX ALUM- PAINT 1/4" NORM4 EAST SOUT11-1 WESTB 3A X 5° FIX ALUM PAINT 1/4" 1/2" GYP BD o- PAINT 5�11 5�u 5a11 5�11 5$11 qC - 1-- GRADE. ... VL w O A L1 ?- h- _ _ 1-- 17- - O .•w :? Q :Z 4 z Q z q Z xE O 3 . E L% !L F Li. r r ® ® WD MOULD LL BLIND wI1218 P? FS P-4 FCP-4 \ PAINT talADE RECEPTION WOOD • GNB P-'I GW5 P--:1 GH6 P�1 GW>3 P-1 • CHAIR RAIL -@ 36" AFF W/ BEAD BD PNL MITE � r �\ I'11TER'.AND ,, .. � t�ETtJRN• 102 PUT CPT •, G(�B ® ® ENDS P--I GWB P-1 GWB: P�1 GWB P-I • r r 163 BI SIN.F CPT • :, - GWE3 P-1 GWB P�1 GWB : P-�1 GNB P-iLi B P-I ® ® CASING O Q iQ4.. COtSl1LT CPT • GWB P-1 GNB P-1 GLIB PSI GW - PAINT L►- IL 1Q5 I)�N' GT-1 e GV45 P�-1 GWB P-�1 GW8 'P-1 PNB P-1 • BASE TO MATCH .FLOOR TILE GRADE c!7 •< 10� WOMEN CT-1 GWB P=1 GWB P--1 GWL Pte-) GWB P--1 • BASE TO MATCH FLOOR TILE �J 3 4 �J �--� `- ✓ i x 2TRIM Q Q O W/ 1/4 RADIUS 107 CORRIDOR GPT •: GWB P-1 GNB P-:i GWB P,I GWB P-�1 • I X Iwoov �- ENGERETuRr�iER < Lu q IDS 5TO AGE CPT • GNo P�-1. GNB P -1 GWB P--1 GWB P-I • - PAINT E R. . . . ''. RAN GRAD ENDS, -- PAINT W s QO WINDOW "CY'PES LL r IOq STAFF ROOM VCT GWB VWG-1 GINE3 VWC-1 GWB VWC-I GW13 P-3 • GRADE 110 LAB VCT • GWB P.--.I GWB P GHB P-1 GWB P-1 • 1/2" CONC BACKER BD 1 X 3 - PAINT 111 sTORAG VCT 0' GWB P-'1 GWB ' P-1 GWB , VP--1 GWB P-1 • ON 30# FELT _ SHOWER GRADE Q �1 112' EXAM CPT GWB P-�1 GNB Pml GW1=3 P-1 GWB P-3 • �] MEMBRANE �_ _.. _ ND MOULD 4 VWG-� WC-4[ VWC-� VWC-q FLASHING BYPASS DOOR WI1 218 BULLNOSE SILL I X 3/4" Bl_OGK" PAINT GRADE 4 113 EXAM GPT GNB P-1 GWB P-I . GNE3 P-1 GWB P-3 • �I SLOPE TO / MITER AND MUD BED p TILE 1 W/ ROSETTE p - /I RETURN'ENDS VWC-S VWC-5 VWC-5 VWC-5 DRAIN DOOR I X 6 WD Q 114 E - CA51NG SEE DOOR +� �•�� Cl VAN GPT • GWB P-�1 GNB P--1 GNB P-1 GNB P--3 • 4 d � FINISN WARDWARE DE $ I Q 4 4 44 OR INT VWC-G VWG�6 4 ' VWG-6 VWG-� 4 � SCHEDULE F � / PA GR � - ° ° 4 d,4 ° I ELEVATION . 4 115 STERILE VCT • GNB P--1 GWB P-1 GWB P.-1 GNB P-1 • ° ° ° 4 4�r I 1/2" x 3 I/4" k1 1/4"2�'T RLA��t71US _ U GNB P-�1 . GWB P-1 GWB P-1 GWB P-1 • ' ° 4 4 ° ° d ° CASING AND RETURN ER t16 }7AR,K ROOM VCT I r 4 a4 I + I / ENDS PAINT � r 117 PAN X GPT • : GWB P-1 GWB P-1 GWB P--1 GWB P-I - GRADE BRASS SHOWER I 1 X �4 X 7" �� 118 DR: OFFICE GPT • ' GNB P-3. GWB P-1 GWB P-1 GNB P-3 • DRAIN STRAINER PLINTH ` I X 4 ND VWG-=3 VWC-3 VWG ,3 VWG-3 ` BLOCK I caslNG D ETA I L.. I BASE I/ /% PAINT GRADE . 119 TOILET GT-2 • MRG P--1 MRG VWC-2 MRG VWG-�2 MRG WC-2 • BASE TO MATCH FLOOR TILE �1 �.__.. __ 1 1/2 1 -0 1 'X WD SILL 120 eORRIDORCPT f GNB P-1 GWB P-1 G.V4E31 P-1 GWB P-1 01 w/ EASED EDGES �� PAiNT GRADE \ 121 1�YGIEN CPT GWB P- 3 GNB P-1 GWB P-1 GNB P-1 • I/A RETURN PROFILE 122 • - � \ BULLNOSE AT ENDS TO VWC7 VWG-7 VWG-7 VWG-7 MATCH FACE of HYGIENE CPT • GWB P-3 GW B _1 GWB P- 1 GWa P_I • EXTERIOR �I �7�L�_ ` 1 N SILL TRIM ELEVATIONVWC-8 VWC- $ VWC-S VWG-8 R11"i ELEVATION I .X WD TRIM f �- W/ EASED EDGE 123, l'GII~NE GPT GWB P-3 GWB P-I,: GWB P-1 GWt3 P-1 01 PANT GRADtr REvlsraNs VWC-q VWG_q VWC-q VWG-�q MITER AND �! _- MOULDING TYPES BU " RETURN ENDS NO " DATE 124 ;EQUI.PMENT ROOM. LONG CMU P-1 GMU P-1 CMU P--1 CMU P-1 • BULLNOSE f ALL MOULDING SHALL BE PAINT GRADE (AS SHOWN) MED GAS ROOM GONG CMU P-�1 CMU P-1' CMU P-1 CMU P--I • i 114" �r 125 �' �� BULLNOSE CoNC. CONCRETE P-1 PAINT TYPE 1 - BENAMIN MOORE VWC -5 VINYL WALL COVERING TYPE 5 CMI . ..' CONCRETE MASONRY UNIT TWO GOADS EGGSHELL LATEX ENAMEL SEABROOK WAL.LGOVERING - #ML 418 B 1 X 4 GWp GYPSUM, WALL. BOARD P--2 PAINT tYPE. 2 -- BENAMIN MOORS VWC -6 VINYL WALL COVERING TYPE 6 �f r f - ;' ,� I x 2 L F - MRG: 1 .OISTURj -RESIST. G1NB, T'WO COATS SEMI-GLOSS LATEX ENAMEL SEABROOK WALLCOVERING - #CTG 251 XB � 'f �� AEF JOB No. FCS -F1BER--GIEMENT SIDING INSTALLED' ON ALL DOORS $ JAMB5 VWG-r7 VINYL WALL COVERING TYPE 7 �.�- � � � i / -�" 2 AND RECEP'T'ION, WOODWORK SEABROOK WALLCOVERING -- #ML 427 B GPT CARPET ' PAT.GRAFT P�-3' PA TYPE 3 -- BENAMIN MOORE VWC--8 ..VINYL WALL COVERING TYPE 8 � 1 x w/ FILENAME )IRADICALa" 10Q15-1531.1 "C"WO COATS EGGSHELL ENAMEL SEABROOK WALLCOVERING -- #AB 859 B - _ _-� __�" va'' �,DDSAD NOSE RING COLOR',`TO BE SPECIFIED VWC-q VINYL WALL COVERING TYPE 9 �'" BULL NasE 1 u I x 3 EDGES P-4 PAINT TTPh 4 -- EXTERIOR PAINT SEABROOK WALLCOVERING - #PT 235 XB u r 2 DA G'ERAMIG TILE TYPE 1 COORDINATE WITH ARCHITECT / 1/4 TE r. BULLNOSE AL--TILE GO., ° GUSr["oM BROKEN D :.., . 'VINYLI X 3 DRAWN BY �r1:LE;.MOSAIC FLOOR. FROM COLORS: VWC-i WALL COVERING TYPE 1 DN'6G ,:DITN.L►?'I I ' WOOD VIgLET, SEABROOK WAL'LGOVERING - #ML 464 W/ JCW K--:188 WILD ROSE Olg2:"AEGEA.N ' ML426B bQRD1, R . INFORMATION WAS PRO PROVIDED O � � t x 6 V FOR {"- \� CHECKED BY 16 TEAL' t :;DM:--12 1`1USTARF VWC-2 VINYL "WALL COV ERI NG. TYPE 2 K 2 SCHEDULE BY INTERIOR DESIGNER. / SGM CST 2 . . G 1wRA1'`1:IG Tl�l TYP E 2 SEAE3ROCX' 'WALLCOVERING -- #ML 477 /4 FOR COORDINATION OR DETAILED D'- LST LE GO KEYSTONE C'la:E VWG .3. , VIN _,`AAL L GOVERIN TYPE 3 1/q - / ,, 1, : INFORMATION CONTACT INTERIOR . ir: BULLNOSE :2)1, X 034111GREY . . SEA SEABRG cK-'-,WAL-LCOVERING - #ML 4038 �" BEAD sl? A7 N DESIGNER, CONNIE TURNER, CO VWC--4 : VINY�. .:,WALL COVERING TYPE .4 " 1/4" _. (q04) 733-4004. 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OPEN l`O OPEN TO OPIEN TO OPEN TO - L� _ 1 X 4 CAP * - CW (C OUT - C O . . . `' •, 1 7 BASE I IN CWEGK DUT E K RECEPTION / // // R I/ ,/ X. BUSINESS BUS ESS I I I I N ► N � � , 17F ;^ % SQLID / CHAIR RAIL. - t ,i t u r 11' 1 u 1 n � / 5U FACA �� sE4 5HT A7 5 _4. �0. 5 -D 1� II 1 II _ 2 -� 4 -6 r �o _ t? . 3 q 2.--4 21 a 41_611 .,. , .... ... I. , I 11. ,., .I _. , �. .1 . . . . -. . 1.4[4] I .1 : I . . I . 1 - .. .. I . . . 'I I I . - . . - ., I . .7. 1... . . I ,= I , I . . . I ___.�4�* j - .I-- __ , �t - - T Ill c . _ 1 I - - - 1 1 � o '_r 1 �9 �9 �0 �9 ti9 �9 - KNEE — N . KN1~E II I lNLE I - 1 KNEE i KNEE o ctl m . m -I 1 SPACE - SPACE II I - SPACE. m m SPACE -- -- SPACE � 4 . . BASE TSG BEAD BD GYP BD ON WAINSCOT GYP BD N „ , u u 1 u 1 u 11 1 u 1 u 1 u - 1 11 1 u � ly I I , MOVABLE z }/2 WALL S (P POSTL15183 POST 4 -5 _q BLACK _ 3 -IO _ 4 _6 BLACK J2 _B 3 -7 3 -5 B1 B1 4 --2 2 - 4 1 .. 1/2 WALL . ll FIL FIL FIL ... 11 I . . A3 1„ S . . . . 2 PAGER 2 1 � .. . 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TYP U CONTRACTOR 1 u 1 u 1 I I - - - `.. - - ` - �` , - i • ( ) W INST'ARLEE 17 7b 1 �0 3 �� „ $� Iq ./I - `1 rl - 7 I ��- 1 , �`.►I/ I I� 11,= I I - I J -i [Q LAMINATED / 1 . `% / PLYwD ADJ 2 x 4 1 _ , N to /f� )) . 3,-0,1 6 SHELVING TELE c, �� _, _ I - - ' . " T.P.N. '-0" ' WAT R\ 0 TYP BD 0 1 /i�1 0 _ ELECTp P D�` FULL T M LIGHT-� FULL I I Q U . .. 1 1 COOL&R I t 1 -1 LA7u� SPLASH - VALANCE SPLASH t I I O 1-- - I t i .- N I I Z t• ~ _ _ - - _ - _ _ _ PENCIL DRAINER _ i I �q �� y "Cf 'tT _ - _ I .�T 11 O / t _ O /`I _ I ' _ I - I I Q 1-" 1 1 �j ffl I 1 t 1 I - �j KNEE i `9 I I �_ ` , t �. IYl -N (�t. r 1141 - N / • I m m - - -1 SPACE -� N I I p 1�t�-� . _r _ _ / _ __ ____ .__ . . 1 it;. .'r ' „ FACE ,OF TPN 1 u 1 u WATER NEATER Q 3 �� 6 GYP BD . EQ EQ 827 �1515836 B1 31-011 _ B18 SB36 818 -O 818Bl-811 BIB SEE PLUMBING GL. AR LEA REF REF PLANS . , ;' , . SPACER DB15 DB15 SPACER . . . i" _. "I , .. . ,I - 1, �-":",::,:-_._;..:.. I , ,.,-,,_ i1A' I"( :N i N A"- GOE R 11�OR.. �g �STORAG E STAFF 2, Sw1+'A I�� l�A� l�A� � 5�oiZAC�� _. �' '. . 1 ',:,4.1..,-. -- - .,. . ,, — I —'.., I. 1 1 . . . ' '. .. .- ,. :1-',. . . 1 . I .. ��__ - , o � a a a o a a . I .. , ". . '. I1'QS . . log log l06 fol 1oa loq lOq 110 ilo 11I �_:' '.. . . ... I . . . � . 1 . , I . . _ _ . . _ . . . I. . � . . . . . ,� . -1 , . � . .I . , , .. I . I . 0 . I . . � I . . I . . I . . . I p.1 .... . . . . 11"- . .;. . . ... . '': 9,y . I . . 1 ... . 1. I. I . .", : U . � vSPACER W2124 1'-3" SPACER SPACER 1'-311 SPACER SPACER W2724 SPACEIR - .. 3024 3Q24 W4224 W3524 W3324 _ 3024 2,r6„ 1 LIGHTING FIXTURE . CABINET AT-;� . CABINET AT- SEE. ELEC REVISIONS . rd GLASS--, 4E".ANGLE 45" ANGLE FRONTS DOOR PLANS NO DATE _ 11 SUCTION- 1 u' I�, LQAL XRAY ► u -- (TYP) PROVIDED DED 4 -4 r-u 1 3 -4 FRONTS GLASS--� _ y1 CONTRACTOR 1 COORDINATE DI D '• i ii i / DENTAL (TYP) I . FRONTS - 1 \ O '-4'' G NSULTANT II I I (TYP) E2112—J, I Immi -` II I II (\( r INSTALLED --�-r=�T� - , -- PROC R - 1r _,i ! „ ___f/ , FULL . FILL VOID-�--� PTD----,z__1 FILL VOID— FULL O - - P.T. WD 2lJ, :D !"P=- .; � 20 DEEP LIGHT 5f�LASH -1 IN GC]RNERS. F LL IN GORNER5 SPLA W -I FULL (' 1 p _ - G BIhlETS ► © PENCIL DRAWER ©. CABINETS VALANCE S LASH QuTQ SPLASH - E E cLAv� L j �- - - SL UT ^-, r- - !~S, TOP - PL"AYES, TOP - caswsT - _ N ^ W/ Fl S W t�1 PLIkSTIC LAM IpE O PLAT AN BOTTOM AND BOTTOM I . 1 T (ir1 mi"T JOB NO: I. I ON 3/4" ILYWD a' TRASH I O P - t i•. _ �i - �� t O 1 �n 1 1 k .T W.ALL BRACKET _ 0,1 REGEPT I I I - _ FINISH TO < \L Z FINI'SW TO "I �- r - -1 f I I d- G-668 iV I - 1 N (� MATCH MATCH � m _ A m .• - _ CABINETS _ CABIN!~TS m 7 `. N - NI L - --=- , - . S SANE COMPRESSOR Fr _ULTRA � � ' � pATA( DATA/ CL R ADJ SH DDIE Iq PgWE1R' 1 u POWER 824 rw011 5836 . 'w011 830 2'--6" 833 1_ n 1 u 513a� -o t5, 824 7 z 11 YP B1 18 o T 2 -4 V830 ., : ,44 -,' -I tl 1� 11 1, 11 (� I1 ► 11 — 1 G DATE' I �7 : I 6 1 7 SPACER 1 6 1 -6 SB18 _ PAGER - ? SPACER SPACER 25 DP ON CONC 11_211 . 45 AN R5'gANG BACKER 7—.16 01 CABINET AT ET AT A6 . GLE LE . . BOARD . „ ' . . 1. . . . . DRAWN BY '7•, EXAM . . . . 11 . ,. .. .", . . 1: GH KED Y I QUI m EGi._ ' R" I A._] '' , 1. . I . ." . .. la� i.. . h , AM ' OOMTO '. _ �_ �. - ., I .. - L . ' ' . is . , , A,� . . G 'f . . SIDE ST 43 � 1}3 11 f13 Asst 11 115 115 11� 1Iq 124 -. 0 0 rl i14 S 11 11 121 il , ' _ t. - . .,;.,;. i . . . , . .. n : , . .- . ' ' . . . . I � . . . . . .. 'r, _ i . , . �< 0 11 . . .1 , e I... ''. 1 ,1. ,1 ' ' . I . ,�, . . . Aa . ,.:, � v.' ' 5, .p .., X12 123 122 123 ; . I . I % 0 � . . . . - . OF. _. �, s - r . • �. - _ ,� ,_� �': i z r.1I .1 W\G-668\BID\INT ELl V9\DDI .DING. PLp1 T + 7 16l PLOT �1ME: ,13r5df25 a[ t b, I^, . 1. . M�seo r� d > r w . - . � . , 21-011 - O STRUCTURE ABOVE 2'-0" rn SQUARE TV CABLE EXIST BAR - - -- - POWER OUTLET V� w _ JOISTS - - - - - - - IN CLG SEE ELECT 'S 2 X 4 STUDS OWNER 10 GUAGE 3 5/8'.' 25 GA- �� EA CORNER CLIP ANCHORS PROVIDED WIRE SUPPORT MTL FRAMING P R MONITOR V MONITOR AT 2- OCATINS AT 2'-0" O.C.' VARIES EXISTBAR 'i I� - - - _ __ I ^' 4-PER i T R MONITOR l SEE REFLECTED �� I CEILING PLAN x • • w I JOTS I I I SURGICAL _____— SECURE TO LIGHT MOUNT LAM STRUCT ABOVE w 5/5" GYP BD" p III III ON 314" LYWD 0 �� 2 X14 STUDS , III III ACOUST CLG 3 /S 25 GA MTL 2 X 4 NAILER • EA CORNER �y III III VERIFY OPENING STUD FRAMING AT 2'•70" O.G. 0 ATTACH TO 2 X 4 BRACE III a a III SIZE W/ MONITOR -� 2 X 2, EA SIDE EA SIDE I I I I SCREEN OF EXIST BAR �v� I I Cv� 2 X 4 NAILER JOISTS �" _ _ ^� ATTACH TO ID 1 J� I .. 2 X 2 EA SIDE �/ f'"'1 _ OF E7IST BAR 3/4" 1'--0' LAY--IN ACOUST JOISTS �';IIFIIII�hl 111fill if toll 0m] CLG - SEE - - - -- :; REFLECTED CEILING PLAN LAY-IN ACOUST $��pi ELEV 2X •4 FR G_/ CLG - SEE LE AT PERIMETER LAY-IN ACOUST REFLECTED �� CLG - SEE REFLEC CEILING PLAN �� 3 5/8" 20 GA CEILING., PLAN 3 BULLNOSE MTL STUD (2) LAYERS El EV 5/a" GYP 5D CORNER BEAD TRACK, CONT PLATE LIGHT MOUNT SURGICAL LIGHT MOUNT Y 3 5/8" 25 GA 0 L_o MTL FRAMING I/2 GYP BD DETAIL D ETA I L 6VLLNosE BULLNOSLE 3/4" a V-011 t I. CORNER BEAD VARIES CORNER BEAD 5/6" GYP BDI SEE REFLECTED ELEVATION PLAN CEILING PLAN SEG I p s ECT I Del w 1 3/4"= 2 TYPICAL SOFFIT AT WALL �/� TYPICAL SOFFIT c 1 ► 125 11 SMOOTH • -6" -- _ -- _-_ _ _—_ - ___ _ - _ - 5 •00TH GYP D 8� " a" LAG SCREW 1 FFIT T 7'- " Q 112 Q 113 Q 114 ACO St IHR RATED r 1 __._I . _ ^ACOUST _ ACOU�i _- 2 X 4 BLOCKING SM GYP BD �f eETw>T�ri ;IOISTs � T AC S I , r 5 AT 8'-0" AFF 1.. .. ..� I I ► + I ( 3 UST L- L 2 X 6 STRONGBACK _ I _ 124 AC LIST coNT 8' 6u SMOOTH I{ i X 6 T*C� tv r=LAv 1 WD CLG q. �0 AFF. , 4 X 4. GROWN W/ S FIT T a'-0' ��i/4" IurTL-NOSE 07 o - -- __. ___ -'X. THIN WD EDGEtu O © Q AqX__ A9+ © SHE�4THING ti CONT.;2 X,.8 _(0'11 r k $ CLEAR NAILING STRIP 5 GOTH GYP D �C UST < SM TH GYP BD SMOOTH U? SHEArHINCr SOFFIT T 7'_611 HEA ER AT 7'-0" 116 1.Q 117 INSULATE CLG Q — i O,'O S TOILET IN/ . � 8 -6 I/2" SOUND COU COUS . BATTs 1NSUL LL QCT' I ON 108 110 3/411= .1'.�a" 81-6u _ _ - - 8 6 1 - - - Lu i r _ _ L ----• SMOOTH � --{ SMOOTH SLu Ii I Q ~► u O - - _ p • __ + • 1- INSULATE CLG r - _ 1 ,4 OF H.C. TOILET W/ 3 1/2" SOUN f 15 __W 1-. AC` UST- BATTS IN5UL ® - _ _._ _ 8 ��T 1 4 O AC UST • s GOTH GYP Q l 02 105 - - - HEADER" > i 21 q • gi_6u 816u � • � � g,�6, SMOOTH SMOOTH _ _� _ AICOUS V I SMOOTH" GYP BD- EQ EQ EQ E- ' ;Q AT 81-01' AFF ! I I I u __ 14 -0 , 1 g -6 tl tG W D I r--T ACOUST I I 2 ° _ _ � SMOOTH GYP BD SOFFIT AT 6'-0" -_ o � � I o 100 3'-0" 1 3'-4" q • � I Aq ' I � , I o ,��„ REVISIONS 120 N'O DATE C I � � ► t ! ous loo 21-011 , 1 ll ` 1I o JOB No.. 0 103 }23 FILENAME - a lr DDRC O $ Aq nous SIM LI DATE E . 7 .16--Q1 ; I7 A R N BY Tul 17- PERFORATED .JCW��3QB: VINYL D SOF AT&'-0" FIT Y PRE-FIN NY TH G SMOO . SOFFIT GF-1ECKED B � - .. Y - EEII'nIl. i NG _ PLAN A. 7N REFLECTED 1/4" V•-0,► 8, r.. P.DWG FLO•F � .7,� AT � 1 /Ot: LOT TIME,. 13156:44 , �k 46 1 v v q, .7. �6 7i oi N u, x"i v'k 7411 o", % .j oil It Gn 7 XIST.SLAB E R j, —0 EX15T TIE e- M.ES B�Atl #6 ROD A T 8 GO PER,,-',5TA R.Mm a 4 u CODE .j , 0 REMAIN As 'A c'" 04 pp�?IN� N:. 2 -5 c%l w W O.C. ",X PLAC _AST IN PLACE CAS't I r +1 T CONC LINTEL 5H f CONC LINTM BM CA NO A 0% Ss ...... 71 #5- HORIZ H/ EXIST CONG 30A,Pi.SF V4 HEAD EPDXY V PERIMETER To REMAlt L'I Ft To REMAIN MST CMU EAST CMY #5 CONT AT GROUT -2 �-P51F� co V41NW (2) EPDXY GROUT HOOK, EA. E 150OR HEAE� (all WOOK EA. FTG f�IT all! X:V CAST�IN .................. PLACE doNC. CQL. TCONG P,9F, ACI 1 1:- - , - , , .- , I r�l� - CAST-IN PLACE - _--EX15 WALI 2�i� LAi�4 T`EDI-rI0N.ANb CONC� COLUMN STEM AND EP6,,Y 21 DEEP WINDOW SILL AND FooTiNG lNr,!p W1 (1) #7 IMB80 2�m t. I q,9 UMION A 1. 1-5ol LATEST eDITION, -#7 y., TO REMAIN RU - . ... N/ (Q� - IMBED -v AND EPDXY, 2" DEEP 7 .666 �!w: INTO EXIST TIE ON. x . . . , -, :,� INtO EXIS�P TIE 'BM., 77 -0 TE-7. F .-3� 000 P511 SOLID W/ GONG 3/4 1 T 'L, 110 .pcf. M CUREb,_H'T) ANE5 FOOTING 1�11.'CMU FILL C�LLS DETAIL CC CRETE—- 2 , L DOVETAIL ANCWOk5_ —ASTM 6 'GRADE .6c) FLOOR SLAB FLOOR SLAB IN ql'NFORCEM5NT, 4 NEW CONC FTG 85 TH Ai bfil'6' 'As WIRE,, FA !.,, , , .. . I .I. . _. - , I %c?� TOP -FTG. OF TOP OF FTG. F '.I IR NGTH BdL -A5Tr D�' Wl&k,-ST . E �A z E�,"D P E cj LE:-rRoIJE!�; ASTM. A 2�3'3'CLA55 97oxx NEN TO E>< I ST FT I:i N.T.s. TYPICAL TURAL STSE DESIGN PER,"C'V RR15NT AISC '.I all 31 It kall all MANUAL, AS6,STEEL ' -4 3' 21��81! It-, - ! ,I L, 31-411 14, A' 1, AStrq A53, TYPES� E OR 5 M M-O. M.O. UkALI 'PfF, .5TM A50 ST L),CTI lei [I URAL.'TUE39"'-,-�: -.ASTM A!500-'�'��P,4-DE B .FY-4(o K!% 4 .0 ALL'�STRUCTURAI_ STEEG WITH ONE SHOP dOAT� OF: RED' GixiDE PAINT. N "."C RE T Al-Td , UAL A ND NATION L k WOR. POL:Ts —AsTM, A3 STEEL C. R_ AL ELEV STRUG, U, STRUCTURAL ELEV A -k �v 45TRUcT'id q) all all all all all all all A j- Mol -all �3 131, 3'-4 11 61-011 EASE GONG (01-01, 31-411 51-411 31-4)1 t31-411 $45 ,51J, I QE5 IG ' b T 9F LIN Ft;,!�HAL 0 THIlbK 4 m In X Mum E,.CONTE T-, EDGE P:OR. k�INF SEE- 1/ .41 71-0" 150 ,P51' F6 I 149DULE t , FTG SC I-oil -2, LL .m 5SRZ #2 OR BET A OT E R., TER F9=;(Rb PSI, r 11 5 P05ED TO ,NEATI Al,L� T1 BER .,�k U) 0- 4ER OR,, IN "'�'bWACT WI`T� 6pou,Nb "BE 'T l4A REATED'UNLE JN rLYHQODI Yf �,X NAILED. ;N/100 NAILS THINO q/��2 p T ,S�SE_5) A -0. . AT P ER ME PLAN I" TEk AND, YP NEW CAST IN 'PLACE LINE OF INT CONCRETE WINDOW JAMBS LI P 5 AT 5PAN L u a DETAI IL CHU WALL, ,jRUSSE5. BETW 3/4" 11-0 SEE FLOORPLAN THIS SWEE tFOP, DIMEI� IONS N'Rt E3L'dCK WALL5 LOCKS (CMU) 5WALL HAVE QNAI� AREA A p \/I- STRENGTH CONTROL, JT ASTM C;:, THAN LANT CAST IN PLACE ,, . N/ sEA tANVAF,�P,4 ONCk4TE MA50NF MU -'CONCRETE, DOOR JAM5s jy. Nro ALL RT' ALL' B ON AND E)EAn - SEE DETAIL INALL$ 5 WIT14 PORIZ tAL ENT, A , 16, 0,G'. -,T1415 R6. EINF1 ,jRqE SWAL�. E P, TE 'LL WIRE TO BE a GA; ASS7 6'I.P51 q, dx, CkG55 RQEX HOT DIPPED GALVANIZED -rioN. MANUF; AFTER ActURER sHALL BF, all . 151 HALL��.-�OR EQO L T-r- C?.0 .-FOR ALL�.WALL5 A -311 DE 500 PSF 1�0 P ARING , !�Tdw �A;,,�),; TYPICAL t,J. ' EX15T SLAB 4!, icbNc SLAB To RENA 'U C) v ", W HtRlm H COVER ,ffO' R",Rkl,NFPRCING IN 10 51 'FOLLQVq5 LL� Bit .,-FOOTING5- 3/41' OP E5-— GENERED co ' 21' -A4D,COLU. 0!5�'�(OVE CON FOR z EXISTING CONCRETE SLAB TO REMAIN , PbL)�ETWYi, -`MEHBRANE_.:..R -BASE SLABS. ,�ql> UNE)Ek ALL'. kEiNF f A55UNED ELEV IOQIQ ALL SE LD 5EGLJR5LY IN-POSITION �2 COORD NXTE EXAGT AREAS TO BE Ac-COVANr_F_,rWI f14-AGII :�15-86 ANUAL OF W MBING AND co A N IJ CONG-R9T8 'STRUCTURE5. E ,AILI G RE NVORCEiD ELECTRICAL REQUIREMENTS W/ E. 15US-CONTRACTORS AN :�-�P RMIT-,7rE 914ALL 5E AS FOLLOWS: DETA 314" TYP NEW CAST IN PLACE t2 DENTAL EQUIPMENT CONSULTANT CONCRETE! WINDOW JAMBS < gkAT FZE' R I KC u Fp AND 5EAM SEE DETAIL 45 BAR THIS SHEET DIA co z A 4� 6AR 'DIA am '. -.TQ FTG PILL 5"�IN. ALL BE m oE,.AT` M 'A" IDsPAN. 4 SH EFOXY' LU G srtA- OVER SUPFORTS� REI FORC'k ' LL�Z �MADE� SIGkou IF EX RIAL NHERE'SLA5 `5T PL. all, r. CELL W/. 0 -Gg' D5 is`PQUREP,�, -AGA*6.T GF�ADE aLrAN5 .411 FIL LE 55.,7r7rFE RtINP MIN V'U LESS 0- OR':WALL5 i4 roakksg- OR_' OTED D S' i A Fo6.t OF ONE '(1)' AT-1611''O.c. VERT T 7 A T L , UNSTAB�.E OR occu 6' 'R5ED L As S tHE ,A C ITE a.4 E'L9CTPfCAI_ AND': PLU PIN4_45RANINGS FOR .QPENINGS, MEC WANICAl —7 N H . OT E� bw�,60 STkUO;�UkAL RA 1 . C T- -6d00 ASTM A325 (UNL..ES5 NG �'To. oE 3 12 #3 At 1'61� Q.G. L 13 L FILL EXIST Et�� 0k.00I.-TED., WITH WIG ERT oil .80, Al_ ,,!�5T'R�NC4TW)" CELL AEZJAC VERT -' ,091LL TO 5F W "COL . 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A 1Ib.0 jiNFORCING2, 'Gli�' VAf�, STEEL TROWEL FINISH all TERMITE TREAT SOIL PER CODE TERMITE TRI3 -T SOIL' PER CODE' GO BIG'.'Y" kETE eAT ' ARDS OF"CONG 15 Z GRou THF T -rib A55-U-MED ELEY, IOQ.Q' CTI N-917 ��q 6 tTtO . �AT NAL,. CO5T ,TO ,TWE'ONNER, EK TIE BEAM L'as OT ,qRNISE AGE OF MAX N S3 A5 UtIEDi-ELY L ZJ .,: , SEE DETA( =PRESS ON$'OF 0 DEPR .,Dr R 116N SPALL PROCTOR',NAX. DRY D!59SITY� k 'VAR1AtIdNS OR VARIATIONS u H 7JREQ"D' f;?EkdENT' E5sIoNs cohj� _tjoN N _T OF MORE THAN 1/811 IN 101-o' tEXTUR E 5e_AP.ED AREAp-�,AND,, OTHER 7 90% ALL�Sc — — —— D ABOVE' FOOTINGS" FILENAME PTABLE 'MORE714AN,1/6" ,IN IQ' OF U 0�_.R' 5 RUCTVRM ARE NOT ACCE AkE: Not 'ACCEPtABLE .'ROCKSALT ,6J 92%,.5,;AND SLA5s,Y, _ENIX`15KARVO.�, IN 'OF A iffil 11131111 till littl I 1.1,10111111111- DDFOP ETE INF,,oFd9D N/ (2) #4 TiP'P AND 5 AS-,.'�A.' OTTOH 7 '� ND OF A�JC)HUff A�D:WAVd A TiA _'-EACH E __j DATE ' -7116101 1#5 At Oid. HALL- ,51 T-E 11 ; , . ,- �.,mD, EXISTING, CONDITIONS. AT -THE f_-4 wyTH Go �TRUCf ON E 15T ;"q RD H TEP TO N9G ION51T, DRAWNBY i;� 0ALL BE DES' CM 13 Iq tdNED AND GQN5TR(J U MT-ED'A T . #5, AT (3) CEL 'TO:REMAIN TRU5:5 AL�ANSIDE PE I 'Q5 WN' 8 "AND MEET' T '18 Bt-f TQ FTQ -THE 1EXIST, TIE pM AY4,,,, VOGRADF, THE '!50ECIFIED WOOD , LS .AT T Tj OF T. TR'. ANUFACTURER u.1., u E- T C Nr;f,. FILL CELLS tA�,L_ 0E.,q P AL c ARGF,' PL 4 LL F UNDATION PLAN 5AM FILL' AT 114 1 S -oil 0 EEP z PI_ A 7/16 1 PLOT Time. llt3s.31 OW TE- w w �., .'. A P' I Y' .pp , G:. , , moi:' r:':, �.:-: .. ,.. '. .� , -, ,. .' ..1: � � fi. •Y'�� i. .. r . - , H.. :. - :. s ,.,e .. - .1 .... .. _ .. ... :r..,• .. a �. :�+ , .. ,. .�' a �;:':,'; _ � ....,. .. '�.+.. �.-. � :' ,. - - - .,, , . - . r y. :. .:a' r -.,. - n .. ,. .y.. _ _ .. 1 1 .: ., .,r ,- - G• ,I •1, a I ,� r � II LI �,OF • . _ j/q 1 1/4 I 1/41r 1.`u _11114-, , >= ' wooD x, . L t �� I STUDS 1 . r LINE OF _ RINE of t . �'�D�'I NG,:'��J-+�U 1:.-� N�kV. k'!00 NSW WOOzr_e , . . STUD5 • I STUBS I _ T. _ I �� '+ - .. SIZE , �. .. .. .. R I . '' C'iA K, ::. E�NFORGING REMARKS R �: j j 1 i " X a° x /.4'r 3" X 4" X 1/•4" 3°' X �I"' X i/�u .E1�fGTN W l L7"f'I-C . [ "H ; 1 •I W t NE �}- NE EX EB, N>r: off•. . . . EXIST, WEB STE ANGLE .EXIST WEB STE ANGLE . STE ANGLE a.w. . w, 6 E r ::' I ANGLE BRAG WELD XIST STEEL ANGLE BRAG WEL© XIST STEEL WELE?� XIS"6.::5 ELL1. y 35 CONT AND C ) 1 rl 1 u M I DECK TQ LE TO REMAIN DECD ANGLE ..> EcK :. AiGL E AN Rl BRACE " To RE A N G R EMAIN w E ?: CONT 2 �0 1 _Q #3 TRANS. BARS AT 1 �6 d.C, l I SU T FOR SU ORT QR ;S,UP QRT :. - FOR PIf qp, ( I . . sr - I PLACE AN LET I PLACE .ANGLE T PLACE A I~>~ T . 5 #5 EA WAY _ I✓'.., it I !i' . , u, I BYPASS N UDS I BYPASS N UDS BYPASS .N• UQS 11 .. F- -o --o � ) . Q Q. AT BOTT©C 1'., I -1 � . . DI ION WEB ' EXIST 'STEEL .LEXIST..S IST STEEL I;: Il 1, 11 I u 4) .#5 EA: WAY BAR JOISTS BAR JOLTS ANGLE I�RAC>± BAR JOISTS.. � V, F .--D 3 D 10 AT BOTTo 1 EE 70 N ARE57 HOTTOM 1 . 'o EXIST CMU !*XIST SyIC L -T- EXIST STEEL WALL BE B GHROD PANEL POIN ,,., AM EAh1.� �. #5 CON, � IN BAR JOIST. 'y __. . 1.;' I.I-.11 caNY i' o►� i'-oil C ) ,.. . . . ., . . ,. 1 . I �.. SIZE ApDITIONAR WEB I I.. .. .... . .. I .. - - . . . .1 ., .. PER STEEL JOIST II . I : I . .'. .. . .. 5 D i ll.._ INSTITUTE REQUIREMENTS .. ., . D �� L. ' " . I I . . . � . .. F..S CON�:.Y ; g'► 8��, (1) #5 CONT91 .. . ,. - .... ... I .�, 1 3/4' �' o" 2 LF � . . . 3�4' a 1'-D' �--� . ' . . T' '", . 3�4n IIOn 1 . . F.-6 CONT . 811 }I_ a (1) #5 CONT . . �4.... ' u F--7' -CONT. 814 iI_oli � ) #5 'GQNT G . . • ' �4f. to .. . . . I I ... B 1 u ►� !I t d (Q) #5 EA: WAY' A5 . AT BQ-G TQM. . q - - a Z' ,co . 2. 4 .a. -- __,_ _ _.._ ..__-_. -- -__-- _ .__._ ___--.--..__ ... _.-._._. _ � r� 4 �i . I 1 f i . 1 ; 1 1 1 � 1 1 ANC C R 80L C' SCHEDULE � i I 1 1 44w 1. . i 0 I I 1 1 I I 101 I 1 I I '. . 11 . .. I III I f 1 I •_ I P4 0 ,. . , . . . /-1 .1 I . BOLT r. N , i I i i . w __ - I 1 I I SIZE ROGATION 'A'. 'B' rG' 'D' -REMARKS {It -. I I :. l I I I t I I I i :' I ' . . .' .- . .: �' 1 1 1 1 I ' I I IJ " 11 -:;''STEEL ;. Ij. " ,► RSI DE . EASURED► TO EJNDE S/� 3/ I/2 16. . ll GORkMN IrQUTiNS �° OF1. C?LUMN:BASS PRATE ( I. t I 1 1 b . . r 1 I "" u u, lr 1 I 1 I 1 D: :, 'CONC ME BEAMS 5/5 ' 5/8 5 12 � . . . I I I i 1 ,, % _ - --- --_ . . - --- 1 _� _ _� --- _- - _ _ _ _�._ ,. . I i I . . . .. , I I . J 5 A SCITUI. I 1 F-, I 1 I i f I , _ t 1 I I , L H , SP• 'GIN GAU E •FLANGE X11"1 ix i 4, I"i1 . x in- K SYUD.. SIZE: E G fY A G G i 1 . '1 I ','y,. • .�.- .... . .. _ ... 6 11 0 1,�2 �6 a:,c. 16 iia 2.a6o - _ W.�-_ - =L_ -- rte_-__ a 1 '4,',, 28":604 , ---- i I '--- ' K l ' _ i ( i IL 11 . - ---- I I I ` : . I 1. . �''y M N EXI NG ST OPEN WEB R JO STS TOR . lC:. . U I1AL M wl`AL. S"T'"U D SGI1DUl NON-5TH ' RAS. � E { . 1 I 11 E L E. 0I 1 W.E lx ' in^4_ .! Mx in-K ; . I iS-1"UD :.SIDE NE.IGI--iT SPAGkNG GAUGE : F'L NG I� � � � ;,, a _�L -_- __� 1 I W I _ _�_.__ i I I . � _ .. � . .. . 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MINIMUI"1 YIELD �; 18, . 25 , I NlP h1A5�"ER ;�`: ' STRIyi!(�x 'N 03 (fat,. PARAPET WALL 1 I . I TRUSS i�RN 2L} . ` : 53 I 1 I , I I TRUSS BRNG I BE E.. . '' - , I F 53 I AT INTER ARING TYPTGAL ' YPICAL �1, UN,11, Q"I'HERWISE NOTED, ALR STUDS' SHALL'13E .,., l CMU WAR 53 I AT INTERIOR ' AT INTERIOR ' F�, u... f 26r_6u� 1 4r-4" I TRU BRNG CMU WALLS CMU WALK: . .rAS�'ENED,..T;i .THE TRACKS:.LU/`.(2) #5 X 5/S WAFER _ I AT F TER.IOR I I I1 . . HEAfD':_SELF-DRILLLNC� SCREWS. EACH SIDh OF STUD .. 1 I I 1. I STE BEACI 1 . F=OR A To'AL OF (4) SCREV45 AT .TOP AND .BOTTOM r � n 1 1 281- "fi 2q 25 24 q' , �- 1 OF= 1MACII STUD: _ _� I S3 ( S3 S3 S3 . . 28 u l 2. 3 1 2 I i i �` . 5. A" , NTSRIOR STUDS MUST,BE.SHEATHED ON , , , . I i I r : BOTH:'SIDES' w/ A MINIMUM OF )/2'' GYPSUM S3 Ii I S2 1 52 S2 . S2 ; WALLBQARD.' p.RYWARL MUST BE ATTACHED TO 4 NEW Wi 14x26 I EXIST STEEL ' A WI, H A MINIMUM OF 1 PE-S ] , KEA 70 REMAIN' I 'r` �\ p R N ER GK T 1M TY DRiCWALL' SCREE EACW 51D1 TOP AND BOTTOM, USE ',; .'S�r"-, ., #6 X I�: BIJGLEI�IEAD SCREWS (MIN.) AT 7° O.C."AT o y y I I I �. PANEL EDC.YES AND FIELD FRAMING. •�:,. V . - - '.` , . m 6: WHERE POWpER ACTUATED .FASTENERS. ARE r�" � �.� �_ .. _ � . ::, . , :,,,: � : �R ...� NAL EE THE FOLLdWING k� �... . ,_,. : _ -, Al....,. :, :Y.• .�' #� m.,��fr:; F E TREY S R i'1 T $PECI I D n>Y .iti.. R :,A _+s r aµ,.cry^ xra x 3, REQtf�IEC1Er`lT5f :n .. - . MIN; S ALVkC DIAMETER .2Q5" . - L ' .1 .E4 RE=V15' - ,CONCRETE: . - co MIN FASTENER .CONCRET8 :PENETRAT.ION -' I-?1/4N 23 0 N�p DATE . .'MIN. PAST,.ENER SPACING iN ,CONCRETE , J4n F- I , a3 i, : TYPICAL r u y q -IAA.'-:hASTEI�lER 'SPACING IN CQNCRETE 12 •o;C. PR FAB RUS ES AT Q .C. F 1 (Nr.PAS:.:EN .R EDGE DI TANCE 'IN GONGRET!".p 3,!' 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CIM,u, E: G " C LINE OF iNT PER NOTES 1'ER NOTES r1" CONC SLAB SEE FRMG PLAN 5/8" DIA X 10" LONG ca o 4._: NE EAST-IN PLAct . �.^ _ _ '1'O R r1AIN _ : - CMU WALL 4" 'CO - #5 CONT'AT (A) ANCHOR I I A.B. W/ 311 MIN LEG v' °' !. . r oNC" GDL W/ (�I) # . I I 1 - . ' EE �- �� - ►. ► r w r. .,r . RIMETER , ,.• (► �' _ �__ - NC SLAB W/ - �T/��„ v VERT "ITO FOOTING I" I ERIMETER-. P 5�GHEDULE EXIST SLAB cn 6x6I X 4 _ --0 . It �t M W:W.F. c 8i T, u TO REMAIN #5 CONT AT (2) #5 TO FTG d. 6 y W/ #A ,TIES AT t'_' r - o c a GDNG WALK 1 I/2 GROUT PERIMI=TER # C-' �• TIE 5 CON AR MIN ::,, 8:' O:G:' VER 1". I I cl �' :.; . . . . . u • r ._.e .. _ OR L w . TO T B .,. GED . I A •�' --.�•--�-.� SMTN FA -� � P EVELING BED A ___.. 6MLV x � �� 8 GMU � •� 1 Q OD W 2 .._.�_.. �; I R / -_a -' :'.AQ• � RIE EI'1@ECaI`1ENT 1NT '4' ��• 1. . • t.. e.' 'w• �.""' .• .' �A o . Io u W EXIST SLA> n " ONC SLAB W/ #5 TO FTG _- - - _ a - -- a I _I II A GONG SLAB W% �. C . .A AT 4 -0 O G. SET - 1 I� O G - �::. 6 X 6 1.4 X 1.4 AT d -0 ._ GONG FTG O a ,K, �... IN !=FOXY CaROUT 0 /a X yl jnI F FILL ALL FOR SIZE AND t t H �, at 0 1 ( I Z W.W.F. 6 MIL VAPOR - L 1 L.-. a ;. �, _ � . SEE l'LOOR PLAN � � CELLS 50 ID REINF SEE (y 4, h� r : . � , r ` W r T FOR WALL LAYOUT W A ' � W/ ONG FOU D P , A A a Q a FILL ID W! BARLI)rR PO A W Z u . Z ' � N a BARRIER . I I 6 MI VAPOR T�� N 54 BARRIER FILL SO I W/ ° p . I wp V . L __ ___- GROUT ELOW " GROUT BELOW "' X d I�: f,��4� .I I. + . n W Co G FTG J II° dl g GONG FTG T N s U7 p FIL�. ;EXIST �` SLAB SLAB A p Q FOR SIZE 'AND FOR SIZE AND ° °° p- �, JJ °L ° 1 ° a #3 AT 16 .,O.G.. A A . . A cp , , , . CELFL.>AD,CAGE. VERT.= DRILL' ° p J' ° e b W TQM NEW CQNG COL A' REINF SEE A ° REINF SEE' INTQ EXI.S'1' .eM.0. EXI5T GONG FOUND PLAN �QUND PLAN W a ' CONC FTG SEE .PLAN CONC FTG W! 4RQUT' SEE PLAN FOR SIZE AND S ECT I ON REINF SEE 9 . SLAB , °A . A t . - �• b � ° I � SEE PLLAN PouNv PLAN 5 ' I:ON 1� , I iw• 3/�II� 1'-011 ►7 . I 1. 1/2�I� I'-0'". 7,r 3��1I 11_011 �/ �" I ON S C' 1 1 I UN 5C+1�` I ON 1 D 5G-i•" IN . Y 5/6" A.B. W/ 3" SO. 10 GA. WASHER AT 2'-0" Q.G. PREFAB TRU55 . MAX -• COUNTER SINK 3/4" SIM P.T. PLATES A7 21-0" O.C. � . - . . 4 INTO TOP PLATE 2 SEE DETAIL . a (2A'P.T. 2 X S THIS SNE1~T ANCHORO TOP PLATE WOOD BEAM m N #5 CONT FILL CELL. TES CONT SEE FRMG PLAN ry S3 r PL USP HGI t A 8'`'• Cmu W/ � SOLID SI . y TER NAIL FOR MAX WDOD RMG PLAN b 3 O00 PSI BOND BlrAM BLOCK HIP MAS e1 TRUSS TYPE GONG (2) #3 W/ (2) #5 CONT n u UPLIFT o HORIZ .JOINT AT TOP FILL SOLID W/ CONC 5/8 DIA X 6 LONG F� 14' REINF AT i HOLD `DN POST CAP v, 16" °O:G. VERT CONT , ' - THREADED STUDS a.' -..: . . T U BLOCK W/ (2) #5 ANCHOR SEE DETAIL 26/53 II �j USP PC6X6 °-a' CONT FILL SOLID USP SGP2 TWIST STRAP IIS ,: PRECAST FOR SPACING GONG TIE BEAM NAIL FOR MAX #5 #5 GO T M. . ., cONG; 'U' ND - _1-_- _ _ UPLIFT �, 0 « . W! CONC Nf±W STEEL ANGLE USP MTW20 - FIELD LOCATE FOR SIZE A t, T a ,, 8 CMU W./ 8 GA TRU55 AND DRILL IOd NAILS IN ..•� LINTEL TYPE REINF AT FOR THRU- WOOD AND REINF SEE � 9 .4 - (.4 000 PSI SEE DETAIL -.,.� .....:_ �, i u /16" X /2" THIS P.T. 6 X 6 0 .. . OOF �' ^r '� IN) i 16 O.C. VERT BOLT 3 I 1 DETAIL ' e --., M EXIST STEEL R _ - SHEET MASONRY HANGER POST a. -- ::: PRECAST GONG -.n �,d U :: INTEL - SEE'' , " NACMU - PROVIDE M6 1 .- # AM _ OND •.. �t-�_.. - -__�_�_ . 2� #g .. . FTG AT a -O OC. NSTAL_ FOR MAX (� - '' w - 3/3 AT BOTTOM MAX' FILL.. CELL -- F UPLIFT w . N LI W C � � O T SO D / CON E IST S CONT TIE BM ,, „ OF ( ) ASTENERS A COMBINDED TOTAL _ � 14 . ,- 0 R . A.B. W G '. . JOI TS /A 3" LE A S)rE DET IL v 00 : ,, TH15 SNE MIN II� 1 11 ��' I ON ��. I ON ��'� �.�. P.T. TOP PR FAB ET k• { PLATES TR 55 AT 8" GMIU 3/4 - 1 -0 3/4° 11.-�0'► : �.� I 1/Lf1-- 11 _ /" 3/4j1 11-011 21 U a.c. S ' ION `;� PRIECAST CONC TYPICAL TIE BEAM �� ION i N '-I-�� - TYP AT ALh MASONRY 'UP LINTEL AT a . ,,, 1 OPENING SU.(IL:ES5 TYPICAL AT Allo,'. NO E 14E 15E ALLL .MASONRY 3/4" II-01► q 3/4n;- 11_�u T Q QT RW OPENING`.UNLESS HIP MASTER AT ; -OOTIt4G.,L.AND . . WALL:,OORI�IER,: NQTI=DI OTHERWISE CMU WALL . REINFORCEMENT. : _ (2) P.T, 2 X• 8 PLATE . CONT. - FOR WEIGHT . . . . . , . E A SEE SW E'1 5 �. �,.. STEEL �,-� STUD PLATE TIE 2 ID E T 1 !:. BEAM u . a U5P3T 6X.G. MAX 3/4� I'-0u NEW STE!~L ANGLE . P . . . TO SUPPORT HOEDOWN .STRAP EXIST ROOF DEIGK TYPICAL ALL NIP MATER H[7)?T2 QcIPNA l.S IN TRU55 AT STEEL. B M LOCATLON SEE SHEET 52 2 X 8 STUDS Pyi�N ,STRAR... PREFAB TRU55 AT 21 ,0" O WOOD AND.. 1 Il G. �. lOd -NA IL ,' 3/1611 a AT 2 -0 O.C. �' Q Q Rd. IQE=;�,' :.; '! '1/2 lrXIST 5TL (2) P.T. 2 X 8 .. u K TAPCON SCREWS ANCHOR ROOF J015TS PLATE GUT f77U FOR EXI5T STL °1"Ort`A1 ;Q .,b,:.- : IN 'CMU . PROVIDE - USP WC10 I fn 4 (B�. FAST HERS s A G0651NDED UTAL EA TRUSS ROOF J015T C] . . : 1,1 I �u Ll OF. (8) 'FAS.TENERS NAIL FOR AX AX Q . . . .. TYP w /4°� 1'-Q" — UD5 P.T�, PITATFg E 2 x a . W LAN E u e 3 FLAT PA APET GAP UPLIFT ETAIL P.T. RLATE$ NEW STEL ANGLE I: LINE OF EXIST NE STEE cl LINE OF EXIST AT 2 -0 O•G r R ;l . -: 5EE SHEET' S2 STL .101ST SEE SNlEET 52 STL .101ST _ _ - - _ LL, 51rE D I THIS SHEET SI~E DETAIL _ r _- - _ _ - -- - ---- . -- D D � _ __ N ECK THIS' SHEET I AND DECK A T' W • I 2 X 8 STUDS I _ -- - - � - ---- _ -- _ ..._ -- - -�r�I ----_ STUD PLAT!~ TIE J � u . .. PREFABr,TRUS5E5. _ _ - - w'. .. - DS �. . O G 32" O M Q 1� �1. - - I , LINE OIC. STU F " AT 2'- " a. I. �°J �� L� rJ L°-► _ 1 Q AT::'.2. R : O.G. - - _ _ _ _ Y _ - _ USP TPBXC _v I E2'A Qu TO BEYOND ' PR US9ES �TC?lKt�All 16d.- - AT G. AK W ( ) AT 2' 0°OC I L1 NA `S. T BOTTQ TOENAIL (2) 16d ~ 2�a ( 2� 2 s II u 1 A NAILS AT �30TTOh1 I u u I I/2 DIA X a LONG U ° CHORD TQ BM TYP .. ,'II " " 5/$ DIA;;X �, LONG a. p A T :' .,. 1�"OB , . CNQ(2q`'rt"Q TO 6/8 .DIA X LANG . PLAT!~.TYP GONG TIE BEAM THREADED STUDS . I TWREADED STUDS I S3 STEEL I OLTS A C. MAX W D- BEAM FOR SIZE AND SEE DETAIt: 26%S3 ; :.„ 3 aQ ,.. ; . , 5.EE DErtAII. 2615 FOR SPACING I STUD PLATE TIE BEAM " u STACGIARED Z FOR SPACING. I 5/8 DIA x 6 LONG ---- -- - �� SEE FRl"� -'PLAN SEE IFRMG PLAN REINF SEE " BELOW NEW PREFAB W/ 2 50 10 GA L A AT 32 O G MAX Q S f2M DETAIL THI'..� T S . . . - - -- -- - --- TRUSS - �� -- E F G 'rP N ANGWDR :GONG.:TIE BEAM SHT • i USP HG10 USP TPBX ESA THREEADED STUDS o FTOR SIZE AND 2 -0 O.G. BUTTi' WELD TO STL BM WA HER Q EA TRUSS ^-, ^- _ _ INSTALL PRIOR STUD SPACING SHALL P.T. PLATES R .INf SEE �- ❑ m v E . . PREFAB WOOD TO FINAL p LINE OF DETAIL, THIS SHT LINE OF TRU55-� BE LAYED OUT AST ; �► SEE DETAIL ❑ : IN:: S RU55 $ B TNtS SHEET . u� t._ n .> . - (2) P PLATE WTO STEEL BEYOND TRU5 �, L' 0. PLATE CONT EYOND BEAM NOT INTERFERE Wf . / 3��" SC? STU1:D OR TR SEE FRMG A SEE FRMG PLAN 8 A GfDU WASH R STEEL. BEAM. STEEL BEAM L GONG TI1T BEAM ND �N 21 Out O G . . LATE CONT MAX ". . . '�" PL N (2) P,T . 2 X FOR SIZE A 1,. ICON P PL REINF SEE .. . THI EET 3/4 1'--0i . /_ S ECT I ON S ECT I ON ++�•� r n DETAIL S u n 11 ,. It 1 1 Srva••+�4.► I V H SH Sia DIA' x �.. L,QNG 3/4 1 -0 1 1 � i TNREAQED r_STUDs ' 3/4 5 S ECS' I ON 3/4"� 1'-0" 3/4"- 1'--0' 2� `SI=E PET . ILw26/`3`: . PARAPET WALL BASE 3/All^ IIAOA WA EOR SPACING` NEW STIT!~L ANGIr!~' AT STEEL BEAM P R PET LL a' - :SEE .SH!"E"�' 32. BASE AT CMU .' . .. - - . . -, . . EXIST 5TgEL ROOF ' . > - , - DECK 'BEYOND;. . 2 X 4 STUDS AT ( ) k 2 P.T. 2 X 8 PLATE 0\ _� _ _ ..: '. SPLICE PLATE AT 11 011 I' -�1" O.G. CONT FDR HEIGHT EA SIDE OF BM s'' SEE SWEET A5 .. EXI51" STL SHEAR CONNECT IQ 1 1/211 I I/ " 1 KER ED P.T. 2 X 6 STEEL;,BEAM ROOF JOISTS ',. TQ DEVELOP MA STRAP TIES PLATE AT RADIUS CARRYING CAP USP RT2AF . SEAT ': •'SEE° STE L T.5. AT 32" O.G. �� . I I P .. DETA[h BELOW- . . QF BEAM STUD LATE TlE S E 50 MAX RE�/I 510NS:. AT 32" O•C NO DATE r SEE FR1MC 'PLAN S E FRMC� PLAIN ( TIIs sN!~ET u9P TPSX - . �, .:. �- . D "PLA I :� ,. . I ATU32 O.G.E AX 1/a" STEEL ' ' P T. 2 X A BOTTOM STRAP TIES - T.Q. ,. " B M SEA _ USP TP4X P .Ru 18 I EA T PLATE W/ (2) 2 X 6 U5 F A H BEAM W/ 2 X 4 TOP AT 32 O.G. - RIOR . 'i:.: VERIFY NT • : - PLAT!^ CONT . y. EX SZ s u I NSTALL P w1T /8 WVEB N>rht. /.8.,. WEB LEDG <.,. , C r " it n TO FINAL ry STI F lu . k;.: . 2:5 �. 9TiFF ENE( II F ENER 4 X X 3/16 I/4" CONT u :. -•MA ATTACHMENT OF ER TO 5TEEL , , . . . TUBE 5EC . . , R EXIST JO 5T Fu , T 2 G G P w:� LL w 2 x 8 sTUl�s -o �` - ! AT 2'.-0" O.G. - N W. . E .L BE EXI5T �' ,,:, .', F T AM �9 �-__-___ . .. �9 JO B NC3: .. STEEL !~X15 C[�l! SEE' C=RMC PLAN' cy ! \ 7 , , ' 5EE PLA EL BEAM. I � 1 BEAM � _ EXIST STE i . C`{ G-�d�oS; BAST .IN PLACE- A S S " B R of T NEw s EL r 5TL BASE PLT CO C''COL:GI �1 3/4 DIA TfaRU N MCS f ) ANGLE >~I Ll=N 41�tE=, ., ,1 \ FOR SIZE SEE \ BOLT5 I I N 1' r it a 7/13 D OLES COIL STRAPPING N " ... ._. it EB 5EE SHE 52 -o X1 STW ,. V T.'S � X l /2 , r:.'` ETAIL 31/S3 3 4 STEEL . 1 1 DDS`,'D �a; � � D / - TYPIC L STRAP TIES USP RS SERIES A NG E BRACE \ . . G,- ,U�STi=EL. FLT � . BASE PLATE.: L „ • w,;. T 2 O.G. MAX EEAt`1 SEAT �L USP RT16T A 3 >'►EAM SEAT z., \. u u TO REMAIN " -.,..,.,ti , d.. SEE COLUMN ISO rd fQ AT 32 O.C. 4ATE . . I x A TH15 SHEET w , .. I + 7/I'�/�Q� ,: \ / t . STRAP TIES i(� i - „ :. ,•'; .: 1 USP RT24F DRAWN BY r � , � NEW STEEL o.COL:. > .. - .. . r AT 32 O.G. .: . . r s r I ADDITIONAL WEB I/2 DIA THRU BOLT r'6 ,. :., 5EE 150 TN , � I I s.5HT " W. . . x :y., . t ANGLE BRACE W/ 3 SQ. 10 GA r: :- , .,.. :° STUD PLATE TIE r. . SEE SHEET S2 WASHER AT P.T. 2 X 4 n A G MAX rr . � - EL?'ABY ,..:. . .-.x ., y ....'� �• . ' ' ... : - ,-..,,. :; ,; : I -' �. _ :, n T 32 O. •• CHECK n . �.r. «:a, ;,;. a (2) U X 2 X .4 STUDS y. O A I, N , 3, : NG :GA V u I " PL TE AND 2 SQ SP TPS L. O " CJ r' 10 GA WASHER AT 2 0 C. .... l i..., Il �. I:ON. 3/4 I --0 . EXIST STEEL AT O GM _ , . ! :, _ ... ;. .STEED IM> ED , r_ IST S JOIST f`4 . t , 0 EX TEFL v. STUDS U L u 1 n �� C!O� ISO BEAM F D Ll - y , . 3 4 I -0 .. . . / : . ; . . ,.,. s�. SAT -. n . l: '''�'"' I �. - l I I 1 :H - r C,i- s` S` II 2 3/4 1 -•0 �'E�1 :Std _� a y '�� '. 3/4 1 --0 r, f .l . .. > r . - .. Y'r - . z. . p ,:: . •.. v,.•. -. . . �' .�_ ...r. ..:- ..a. _. .. r. �. ., ,_ . , u - W. 8 \ SD.D T`!; 1/i,:/QI' P QT TIMI, 12132idl \ 6 RU. - G-6 \):lID\5T GT 17175 WPa PL.D-�' r - . ., ._ . , ,. CQ r .. r : . .. '... .. _...' ... ..' .. _ ... ... -.. ., _1. ... '.. J.. .. A:' .1ti ,b,. ,..N,,, ..,,., e._. : :. L. TEMP /PRESS. RELIEF I� MIN. CLEARANCE PLUMBING. , FIXTURE . SCHEDULE BETWEEN PLUG � COVER VACUUM BREAKER VALVE :' ROUGH-IN SIZES COLD WATER LINE ' a,o_ ITEM DESCRIPTION WASTE C.W. H.W. GATE VALVE 1111 X11 I�IIII __ flIIII=II I= Y HOT HATER LINE ADA WATER`CLOSET,: VITREOUS CHINA, . 1:6 GPF, SYPHON ACTION, FLOOR (T P) TE a • W/ 'THREADED PLUG • � ' P--IA MOUNTED,_ , 17!' HIGH] ,):� C ELONGATED, OPEN FRONT PLASTIC WHITE 3 1/2 I/2 r W 5EAT; 'AMERICAN STANDARD .CADET. H w .� , MATER. CLOSET, VITREOUS 41IINA, 1:6 GPF, SYPHON ACT.ION,. FLOOR FULL SIZE RELIEF z PVC BOX P�•i MOUNTED. 14 3/4" I�IGt-I; 1:4 GPF. ELONGATED, OPEN FRONT PLASTIC WHITE 3 I/2 1/2 PIPE TO DRAIN w w UNPAVED AREAS l 1 • - � CAST' IRON' BOX - SEAT,' AMERICAN STANDARD CADET. 4 PAVED AREAS ADA LAVATORY, WAI_t„ 41=11JNG, VITREOUS Gi-IIN:4, HOLES ON q" CENTERS, DRAIN VALVE r� P MU RO 954 WITH TRUEBRO I-PEICE LAVATORY 1-i 4 1/2 1/2 0 AMERICAN. STANDARD• R (. ) / PROTECTIVE ENCLOSURE: TRIM WITH SINGLE LEVER, 0.5 GPM LAVATORY EXPANSION TANK �. + FAUCET, GRID. DRAIN,. RELIANT 2385.403, 14-4 LAVATORY, COUNTERTOPf VITREOUS CHINA, SELF RiC~ MING;. 20" X 17" OVAL, C EXTEND FULL SIZE AS INDIRECT p--2 4" ON CENTER HOL151 „AMERICAN STANDARD RENAISSANCE 8020.444. TRIM 1•-1/4 1/2 1/2 24 GAUGE GALVANIZED � WASTE TO FLOOR SINK WITH SINGLE LEVER 0.5:• GPM LAVATORY FAUCET, GRID DRAIN, RELIANT STEEL PAN � 2385. 103. OR HIGH IMPACT PLASTIC `�_ I PAN DRAIN AS INDIRECT WASTE 'N�CLEANOUT ON RADS GOO 1 �1/2" DEEP " COUNTERTOP. SINK; , ELKAY BLR 15, 2 HOLES ON 41' CENTERS, 15" X 15" X 7" TO FLOOR DRAIN OR MOP SINK P-3 30 S A1NL SS STEEL..• TRIM WITH MOEN Sg48. GOOSENECK FAUCET WITH 4" 1 -I/2 1/2 1/2 FOR CAPACITY SEE PI N.T.S. 2 T E WING HANDLES, CHROME PLATED BRASS DRAIN. PLUMBING FIXTURE �� SCHEDULE I" UNIOIsq (CONFIRM, 2PLC5) COUNTERTOP SINK, `SINGLE BOWL, ELKAY CR-17211 17 X 21 X 7 DEEP, 302 P-4 STAINLESS. TRIM WITH LKA-2478-8 DECK MOUNTED, TWO HANDLE, SWING I-I/2 I/2 I/2 NOTES: (TO BE PROVIDED CD r C FAUCET/ 2.5 GPM AND LK--35 DRAIN WITH STRAINER PEAT TRAPS ON INLET OUTLET IF NOT INTEGRAL WITH UNIT. BY PLUIMBEf2) TYP STUB PIPE OUT SPOUT GOOSENECK FA CE , 1) PROVIDE E BASKET. FOR LAE SINK PROVIDE •R/H SPRAY, FOR STERILIZATION SINK OF WALL � . 2) PROVIDE 2 GALLON (MIN.), 150 PSIG WORKING PRESSURE, PREGHARGED EXPANSION TANK. W PROVIDE L/H SPRAY. 3) INSTALL PER MANUFACTURER'S INSTRUCTIONS. SINK COUNTERTOP, DOUBLE BOWL, 33"X22"X&�� DEEP, STAINLESS STEEL, 4 P-6 HOL9 SELF RIMMING DAYTON .DSE-23322: . TRIM WITW.LK-410.1 SINGLE 1-1/2 1/2 I/2 LEVER HANDLE .DECK MOUNTED KITCHEN. FAUCET, 2.5 GPM, WITH SWING �JNATER I I� Il t t'�. D "�'�I L FILTER (0 NOMINAL) PIPSPOUT, SPRAY, AND BASKET STRAINERS, HEATER I f� co PROVIDE SHOWER PAN, FLOOR :DRAIN FOR TILED SHOWER ,WITH CLAMPING N.T.S. r� LOW VOLTAGE V l o COLLAR AND 5" ROUND TOP. POLISHED BRASS TRIM WITH DELTA 3 1/2 1/2 CONTROL HIRES P-'6 E H7gPB SIN -LE FEVER HANDLE • INTEGRAL- S"I�OPS��NoIrBE LANDING. VALVE, G , _ R ARM, 2.5:GPrl SHOWER HEAD AND DRAIN. SET . GRADE OR PAVING OUTLET" TEMPERATURE AT 110 DEGREES F: e e. ELECTRIC WATER COOLER, ELKAY EBFA-4',, ADA COMPLIANT, 4 GPM 1-1/4 1/2 r- ECNe�A CAPACITY, SPOUT 36"• l•IAXIMUM ABOVE FINISHED FLOOR: HEAVY-DUTY SCORIATED CAST IRON ° WATER HEATER, EL>�CTRIC, RNEEM SIV30D, 30 GAL, Tµ10 4500 WATT COVER WITH "CO" CAST IN PLACE p WN NON�SIMULTANEOUS HEATING ELEMENTS, 0. 10 ENERGY FACTOR. PROVIDE -- 3/4 3/4 18"x18"x6" THICK CONCRETE PAD NW GW HEAT TRAPS, 2 GAL 'EXPANSION TANK. PROVIDE GASKETED 115V WALL CLEANOUT PLUG OUTLET w1THIN E44..,. 5' OF WATER RVBREFRIGERATOR VALVE BOX, GUY GRAY, RECESSED WITH GW SHUTOFF VALVE. 1/2 - ' ' FILTER BYPASS: CD 4 4 4 WATER HAMMER ARRI~STOR, STAINLESS STEEL OR COPPER CONSTRUCTION, ' 4 ' NOTES: BELLOWS TYPE, PREGHARGED, RATED FOR- 250 PSI, 306"F, 51ZE 4 INSTALL - - -- -� ADJUSTABLE 1, ASSEMBLY TO BE FURNISI-IED BY MEDICAL EQUIPMENT CONSULTANT, AND PER PDI .GUIDELINES FOR FULL PROTECTION OF ALL FIXTURES. HOUSING INSTALLED BY CONTRACTOR, Q FLOOR DRAIN, - ZURN Z-415-5 CAST IRON BODY WITH .ADJUSTABLE 5" ROUND FD STRAINER HEAD COLLAR NICKEL BRONZE FINISH 4 TRAP PRIMER TAP. 2. ACTUAL UNIT SELECTED MAY BE SLIGHTLY DIFFERENT. INSTALL PER PROVIDE TRAP PRIMER AND WATER LINE TO BELOW NEAREST SINK .OR 3 i/2 MEDICAL EQUIPMENT CONSULTANT'S DIRECTION. LAVATORY. � f' I /� p VALVE /� I p Q. FLOOR CLEANOUT, JR SMITH 4033 SERIES, SIZE AS INDICATED, CAST IRON I SIZE -- -- w 5 NATER .- CAST FILTER/CONTROL V AL. Y E DETAIL LL in EGO WITH TAPERED THREAD,* NICKEL BRONZE TOP. LINE tX CAST IRON LONG SWEEP 1/4 BEND P� NTS .Z .� Q FLOOR SINK, 8 X 8 �( 6' CAST IRON BODY WITH 1/2 SECTIONAL GRATE, ZURN 3 __ 4 FOR END OF LINE CLEANOUT; OR 2- [L FS Z-i�110-3,. FOR INDIRECT WASTE RECEPTOR FOR INSTALLATIONS IN WAY FITTING FOR 2-WAY CLEANOUT. Q MECHANICAL ROOMS:. U ENER AL NQ�"'.E5•_ : AND SPECIFICATIONS � --� LEGEND � a Lu . Q � 1. SANITARY PIPE AND FITTINGS' SHALL BE DNV SCI 40 PLASTIC, ASTM D 2665. JOINTS SHALL BE SOLVENT WELDED, ASTM D EXTERIOR 2564 SOLVENT CEriENT. 2 G I ERIO GL EANOUI COMPRESSED AIR 4 V ., Z. ADJUST LOCATION OF SANITARY-AS NECESSARY TO AVOID FOUNDATION INTERFERRENCES.. PI NTS (TRAFFIC AREA) VACUUM " ;3.'-:•5EE WATER HEATER DETAIL FOR ADDITIONAL PIPING REQUIREMENTS. SANITARY 4. REFER TO SCHEDULE FOR. DRAIN WATER 'CONNECTION SIZES TO EACH FIXTURE. G-1 Q SLEEVE ALL FOOTING/FOUNDATION•PENETRATIONS. VENT [ ` ALL LUME�IN FIXTURES AND MATERIALS SHALL BE INSTALLED 1N. ACCORDANCE WITH, THIE STANDARD PLUMBING. CODE AND ® CLEANOUT 6,. L P G •7 FLORIDAACCESSIBILITY CODE. 'ENSURE SANITARY .ROUGW-.INS'ARE, LOCATED TO MAINTAIN ADA CLEARANCES AFTER FIXTURES ARE COVER INSTALLED. SEE ARCHITECTURAL' SHEETS FOR EXACT DIMENSIONS. FINISHED ABBREVIATION� Q TRAP, PLAN VIEW GRADE 7: OFFSET VTR,S AS REQUIRED TO PENETRATE ROOT~ AT LOCATION AT LEAST 10' FROM AIR CONDITIONING UNIT INTAKES (NEW OR CW COLD WATER LINE CH EXISTING). COORDINATE EXACT LOCATION OF AIR CONDITIONING UNITS :WITH MECHANICAL CONTRACTOR AND ADJUST AS NECESSARY. HW HOT WATER LINE HW 8. REFER TO ARCHITECTURAL. PLANS FOR LOCATION OF FIRE RATED. WALLS. ALL PENETRA-MIONS OF FIRE RATED WALLS SHALL BE --->q46+- MADE WITH FERE STOPPING MATERIALS IN ACCORDANCE W1TP STANDARD BUILDING CODE. REQUIREMENTS. PENETRATIONS OF ALL HB NOSE BIHBSHUT OFF VALVES FIRE ,RATED ASSEMBLIES SHALL 13E MADE IN ACCORDANCE WITH THE FIRE RATED ASSEMBL'rr'S UL LISTING, AS APPROVED BY THE u G RISE OR DROP AUTI-(ORITY. HAVING JURISDICTI 0 ON. EWC ELECTRIC WATER (COOLER PUG BOX - TYPICAL - ---� --- BRANCH UP ,°q,, INSTALL ALL FIXTURES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, PLUMB 4 LEVEL, PROPERLY SECURED TYP. 1 UNPAVED AREAS , ' 'SEALED TO FLOOR. CAST IRON BOX - y�H WATER HEATER BRANCH DOWN PAVED AREAS IQ. LOCATION OF WATER PIPES ARjz.. APPROXIMATE. FIELD' ADJUST PIPING AS NECESSARY Tlo AVOID INTERFERENCES. - TEE FCO FLOOR CLEANOUT REVISIONS 11`- PRIOR TO ORDERING FIXTURES :.•CONFIRM DIMENSIONAL~ .FIT-UP REOUIREI"ENTS FOR DWV PIPING LAYOUTS, FRAMING/MILLWORK, �� ELBOW NO DATE FAUCET TRIM HOLES, ETC. AND` eOORD1NATE ANY REQUIRED ADJU5T1"IENTS' FOR PROPER FIT" FORM AND FUNCTION OF EACH CO CLEANOUT !~ XTURE. COOG CLEANOUT ON GRA DE .I A !~ EQUIR D. FITTINGS FOR COMPLETE INSTALLATION OF :EACH FIXTURE INCLUDING BUT ,NOT LIMITED TO 1/2" DETAIL SYMBOL. ,.12. PROVIDEALL R E F , 5 MOUNTING HARD4WARE ETC. ALL EXPOSED HARDWARE E VTR VENT RU ROOF AG, BRONZE GAT E TH 1 TOP SHOWS. T �^ FLEXIBLE SUPPLiIrS ESCUTCHEON PLATES, ' STOP VALVES; IDRAINS�',TRAP , T G VALVE , ., SHAL:L BE PDLISHI D BRASS OR CHROME FINISH. IPE (PVC P Pi BOTTOM SHOWS AFF ABOVE FINISHED FILOOR DETAIL SHEET. A PIPING SHALL `BE CPV( ASTM D, 2846 WITH COMPATIBLE CPVC FITT0GS AND SOLVENT CEMENT ASTM D NOTE: SEE•'SPECIFICATIONS FOR VALVE AND 13, POTABLE WATER P P NG ( ) VALVE BOX: R,QUIREMENTS SR SANITARY RISER JOB No, 2564). ASTM .F,-656 PRIMER. JOINTS: ,ASTM D 2855 RISER SYMBOL. f #, INSULATE :NOT WATER PIPING :.TO 1/2" THICKNESS FOR RUNQUTS AND. 1" THICKNESS,-FOR ,ALL OTHER RUNS. INSULATE COLD WR WATER RISER SR1 �� - ..i. , TOP SHOWS TAG, FILENAME WATER PIPING, IN EXPOSED LOCATIONS TO 1/4 THICKNESS. INSUI»ATIoN SHALL MEET PLANE: � SMOKE SPREAD RATINGS• QF NEPA PI BOTTOM SHOWS K ,DDPSAD qOA, WITH A TNERI''IAL CONDUCTIVITY OF NOT GREATER THAN 0.24 @TU-1N/(HR--FT3-°F). ^ I RISER SHEET. t1 - 1lA L. BOX D �"' L. E 15, IS AND- SIUtOFF .VALVES AND STOP VALVES SHALL BE'GATE;' VALVES, BALL. VALVES OR ANGLE STOPS; RATED FOR. 150 DAT P3 �;. Pst AT 180'. - N.T.S• • � 7.-E6-DI I6; .PROVIDE WATER HAMk1ER ARRESTORS (ASSE 1010) FOR ALL.. FIXtURES IN ACCORDANCE N41TH PDI GUIDELINES. DRAWN BY . , M S qGUIDELINES. SUPPORT AL:L PIPING, IN ACCORD:. NCE WITH T1-IE STANDARD: PLUMBING� CODE REQULREMENdTS AND S SP-6 , A CHECi�ED BY a sa$t. REVIEW, PLANS 'T(3 CONFIRM .ADEQUATE CHASE, GLI ARANCE EXISTS-:;PRIOR TO INITIATION OF WORK. 0 " O AL O RAINS Iq. PRD.VIDE ,TRAP PRIM, ERS CASSE I 1$) FOR L FI,O R D - • 1 1.1 CONDITIONS. C NF R N ICA .E S.BASE O ORIGINAL LA SAN I IN F ELD .•.:2(]: LOCA-1•'ION . F EXISTING .PIPING�:,WHERE l D T D _ I 1� ,J�l P N D E?( ST GC7 •� " '�� : .a , .f._ . .. � l N S��{l �D U � � N:O�'� AND L� �C.�N LO AtTiON SIZE' A D MATERIAL LNTERGRITY PRIOR TO RE USE: 178LD ADJUST POINT OF CONNECTION AS NEcE55At�r. 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I . 41 ---- -��._ __ -____ -------,---'I- ._._�.. __ _____.____.____._..___ __�- --___.I _ _ 2 rr.7" -` 7. __k I �' l FR I. . �� s o .3 I - -_� - ___ I \ ICU® I ; I 2„ i 1-1/2". �/ - DRAIN 4" 41, a CEGK-OU"1 II1 j j '. ,11 1 I'.. L . ..�. . . . .. ,�F'"" . .1 ,,,,, I.., ,�y .I. 1�1/211 5I� .. `� 2" 102 ; I I a II =, 411 V 122 11. 2• 2,WAY RECEPTION - � O-- V-V-V-v---o ( O (� . I a I,. I P-5 NUB 1- ■ L. i/ '' f" 1-1/2 I I CLEANOUT I I 411 DRAIN : , 101 120 jN0 I 11 IA I ( 4. . �! /J . 1/2 EINC-A P-2A FD 411 2" 2u 2" VTR P~ 1 . NCO P-2A -I r f I I 1 OF I I II 0� LL .411 P A ,I , 11.� I I - - -1' J v 3 r r--- -- -r- __ i �,,; CIS rel ._. �- - _._ - . -11 4 FD FS +II }' ,I; I I ( `' t�1 L 2 � -- - - - _ -_ } _.� - _ - -..W- - �__ . _ __.. - -.- - _ 1 -� r>-- r 1 I H j j- • � I ' •j I I : Gy,l _YGI ENE cn z 1 I 411 � ' I z 4 . . . 1 a A 123 1 Q I . �us�NEss t ; I ' a_ _ I I __-4 I v-v v--- v- -v - o I I- � < l03 I I I 1 I No j . I �1 I n . , PORCH . - . -,-_-T-- - 1-1/2" 4 i 11 I j . I 100 ---� P-3= U . I 211 (�-.... . I I� Itom_ _.-�._ ___._�_ ___--r k�.T L- 1. -_; . , 1. � 2-HAY COOL, 2 I P1 1. .. 1 . 1. . 11 , . . I.. . . . . I 11.1 .. . . . ( . CONFIRM LOCATION AND 11 n -�^ INVERT AND CONNECT NRA : NOs` s��C�Y� C NO Is TO EX{STING SANITARY , u Q AT MANHOLE. 1. CONTRACTOR SHALL FIELD ,VERIFY THAT ADEQUATE INVERT OF EXISTING SANITARY O CONNECT TO EXISTING SANITARY (CONFIRM/ADJUST LOCATION). n� " \ LINES IS AVAILABLE. ENSURE 'THAT I/4" 'PER .SOOT FALL CAN BE ACCOMMODATED, - . �2 NOT USED. r 2., SANITARY AND VACUUM PIPE AND FITTINGS SHALL BE DWV PLASTIC, SCHEDULE 40 AS n SPECIFIED SANITARY �PI:PING• SHALL MAINTAIN •MINIMUM` SLOPE- OF 1/8" PER FOOT. V PROVIDE HUB DRAIN, TERMINATE INSIDE CA61NE"1 , 6" BELOW COUNTERTOP. REVISIONS VACUUM PIPING SHALL :MAINTAIN. SLOPE OF 1/4" PER FOOT, SLOPING DOWN TOWARDS Np DATE. VACUUMPUMP. USE KONG RADIUS FITTINGS FOR VACUUM. CONNECT PLASTER TRAP (OWNER FURNISHED) UNDER SINK AS INSTRUCTED BY . . DENTAL EQUIPI"tENT CONSULTANT. . - 3. DENTAL EQUIPMENT .CONSULTANT ANI]/OR OWNER WILL FURNISH AND PLAICE THE . FOLLOWING EQCJIPCIENT: COMPRESSOR, VACUUM PUMP, AUTOCLAVES, ULTRASONIC 5 . CONNECT DRAIN.FROM COUNTERTOP MODEL TRIMMER (OWNER FURNISHED) TO SINK CLEANERS; MQDEL. •TRIMMER,: AND PLASTER TRAP-. THE CONTRACTOR SHALL MAKE FINAL O DRAIN (ABOVE PLASTER TRAP) USING WYE FITTING. MATER, AIR AND DRAIN. CONNECTIONS TO TWE SAME EQUIPMENT IN ACCORDANCE WITH THE-, DENTAL .I�QUIPMENT EON5Ul�TANT`S 'RECOMMENDATIONS AND AS OUTLINES? IN THESE '4@ 1/2" VACUUM OUTLETS, TERMINATE IN DENTAL EQUIPMENT CABINET AS INSTRUCTED ,'' CONTRACT ,DRAWINGS AND "SPECIFICATIONS. BY DENTAL EQUIPMENT CONSULTANT . . 4. PLUMBING CONTRACTOR SHALL BE RESP N JOB O ONSIBLE FOR PROVIDING' AND INSTALLING ALL (D NOT USED. G--�6S . ,.OT{�IER :EQUIPMENT IDENTIFIED tN •:THESE PLANS. AND SPECIFICATIONS. FILENAME . PROVIDE 1-J/2" VTR FOR VACUUIyr PUMP EXHAUST. " . PROVIDE. SCREENED, RAINPROOF . 5; COORDINATE I1.NITm' DENTAL;, EQUIPMENT 'CONSULTANT AND GENERAL CONTRACTOR TO OUTLET. ENSURE t0' HORIZONTAL AND 2' VERTICAL SEPARATION EXISTS BETWEEN DDPSVP '.1 I ENSURE PROPER INSTALLATION :OE DENTAL EQUIPMENT INCLUDING EXACT LOCATIONS AND OUTLET, AND IdVAC VENTILATION INTAKES. MAKE FINAL VACUUM ©RAIN AND VENT Y > :TYPES- OF_'.PLUh'1B.ING OUTLETS :INCLUDING TERNwAL VALVES` AND :.FITTINGS. NOTE�THAT .c9NNEC loNS TO O NE PROVIDED VACUUM UMP ASSEMBLY. AS DIRECTED BY DATE D IF'J.11 LI�1C- D: 51.GN 'FOR;;, ISE �`�A°L EQU I PI LENT S V P N _ ER'• ICE CONNECTIONS Is BASED ON A "DENTAL~ EQUIPMENT :CONSULTANT. 7--}�-D1 'TENT TI ; E�oltp,1'1ENT` LF NEC SSARY RESI 1= AN ECONFIGURE THE , . ,. ,... , . . .: ? , . . k, ELECTION:. . RELAt�b,PLUMB)NC CO EC;`-,IONS`;PER TNS :STANI?ARD Pl:UM131NG:;CGDE AND q NpT USEQ, a DRANN er r�r NUERCTUR' 5:. REGONMENDATIQNS AND sUBt T AOR APPROVAL. z RR3 f, I • . ` 10 . PROVIDE..DRA1N•. MED- GAS .`aTUBS' IN -HALL FOR POSSIBLE FUTURE USE. CAP 1. ..: -;: COO D.INA E:• TN H ADES• .O I`1 -11N TONS S :� '•S�; L .., R T.., HIT OT ER -TR, F. R RE OVAL ,OF FLOOR sIrAE$ TO FAGtLiTATE N E ECiC D 'SY GOESS EOR;SIGNER . ND CUUM 1TR iCE .. O l A- A VA S V S REI~ER T ARCHITECTURAL DEMOLITION . �, k _ .. . F'L:AN. . - - SER. -... 5, r;l .. . . r� r t, 1. x . r . . F ,� C3. SAN i �"f ARY AND VAGUU iii PLAN F2 . { 1/4' -- 1 -0 C . . (� :. . _ .. �: _ - •. : ,� n.r 1. e - - :�', - - :. `'^* _ r r. t F ,.,,. 777 v_-. 'e i, 4A .My.� .%ln:. - 111111111111111 . w, •'* fCjQ :a. W. 668�CUt15UL P\r1EP\D�PSVP. , \G- [7WG i'LC]T UAT J/i6�Q1• P O Y TIME- 14={ ' 1 ':K - / y C ` t. . t a s _ f i rY A. MEMO OPINION- {fl .. E"(• QI 5 =' C'IF I CN OTES. - - — - = TEE OFF CW .Rr NOUT TO SINK AND RUN COPPER LINE FOR 125 dp I it I is a MIN I - - - MODEL TRIMMER. PROVIDE APPROVED - _ OWNER f~URNIStED, _ _ GW�+ BACKFLOW ,PkEVENTOR IN SUPPLY LINE; SEE GENERAL Np1"IE -- � � Ci''1�' S � � ------- ----- - 3141111 I TE12h'11NAT1* AT P-SHUTOFF VALVE AT LOGATI4N SPECIFf1ED VB „ C �� CW1/2" p _ P-3 _ 1/2 _ P-3 1 2_ _ _ P_3 0 _ _ BY DENTAL. EQUIPMENT CONSULTANT: - _ _ _ _ _ _—�} _ 1 O 1/2" GW p „ ' u O 5 I 1/2 CW ' I • � � u ► „ �� 1/2 2 1/2" GN DROP TO FILM PROCESSOR. TERMINATE WITH - 1 u ' 1/2 1/2 CW /2 NW I I/2 - -- DROP PS VALVES • FITTINGS AS REQUIRE[? BY DENTAL EQUIPMENT ; : I NW S _ NW I --- 1 DRO � � I APPROVED, BACKFLOW PREVENTION TO BE, .�.��1■�� T � � I DSI { o � , DROPS ' i I � I I O CONSULTANT. i PROVIDED WITHIN EQUIPMENT. I P-5I -----• -• --• � r— - EXAM Li 3 1/2" GW IN PARTITLON WALL ANp INTO CABINET. , EXACT 6 I/2" G W M I E.XA I I I , I in O LOCATION AND OUTLET FITTING AS DIRECTED BY DENTAL, HW _ I 112 j 113 I 114 �I , I i EQUIPMENT CONSULTANT: EXTEND ,,1/2'" LINE BELOW SLAB DROP 5 I y OUT IN FLOOR MOUNTED UTILITY BOX AS AND STUB �� I I I I Z N DIRECTED BY DENTAL EQUIPMENT CONSULTANT: PROVIDE I O BAGICFL-OW PREVhNTOR IN SUPPLY LINE, SEE --- l 3�a70z U�Q70ZU 1� 2" CW U 47pZU I I APPROVED _ _— ��._ �� J U 4]Oz , �? o o o n s-)HW GENERAL NOTE I. __ (_n o n n ] _ ' C--- _ _ till ING CW SERVICE CONFIRM AND ADJUST' `=/ CONNECT TO )^XIST C � �� P TYPICAL OF 6 „ 1/2" 1/2" 11q W 'w LOCATION). I 1/2 117 5 1/2 GW HW '.vTUBS INTO WALL, . FLOOR. CAP ,FOR FUTURIE 3/4" - 107 _ � P�1 ► �� ' � ..• o USE. 116 "�. CW DROP"TO VAGUUI"1 PUMP- TERMINATEL^jWITH 1/2" FIIP EAC-A 1/2 LATE VALVE. I�� -�---- --r _ - 01`'1 5 O -�_ ---- 3/4" 1 i 3/4" 11" RV 106 - _ �__-____r_.__� -� l� _ _ •- - - -- _ -�- r __ _ �? —��' -�--�-ice ' IFD 3/4 P-1A P--4 1/2" � - I " D � ,�Q� �� j'r I � � �TRAM f I PRIOER - ' I RAP I - - _ ' RIMER' CA I HW i J4" • 5 F 115 3/4" ��10 NO �' GENERAL NOTES ES C � DROPS P -2A � P^IA --�_ � -STORIv e P J 1/2" GW FD - - 1N - - - 1. WHERE CALLED FOR, ACCEPTABLE BACKFLOW PREVENTORS FOR '— �2"-G- — 10� TRAP WH DROPS _��3 I 4 Q CONNECTIONS INCLUDE.- TYPE ORN -17I ' HIS I 121 DENTAL EQUIPMENT PRIMER 105 _ I IN VALVE BOX REGEaS1;D IN WALL ATMOSPHERIC TYPE MOUNTED �-DROi?S AIN LINE FROM DEVICE TO NEAREST - 6 N AFF. RUN CONGEALED DR ---- r-IUE3 DRAIN OR FLOOR SINK.. INCLUDE BACKFLOW DEVICE f - �1 DETAIL DEV1 ES. MAY BE 'Oh11TTED IF r� - - - - ~ Q SUBMITTAL PACKAGE; THESE G ___�._- ___ _ CTUAL DENTAL. EQUIPMENT. GNECK—D rC 1 INCL QDED W1TH .THEA . 3/A"— CONNECTED TO. (DOCUMENTATION -REQUIRED). ! PI SEE DETAIL 1" 102 I✓2" 1/2" 1 I � I" SEE DETAIL . Z ` C1 2. DENTAL EQUIPMENT CONSULTANT AND/OR OWNER WILL FURNISH 5 ICW _ _ --�_ O cz PLACE THE !~OLLOWING EQUIPMENT: COMPRE5SOR� VACUUfI t —� _ — P1 '�� A y �� , —o I i 3 � ` _ I— O AND PUMP AUTOCLAVES; -ULTRASONIC CLEANERS, MODEL TRIMMER, _--------------------- �o V `� AP: THE CONTRACTOR SHALL MAKE FINAL. �� 00 AND .PLASTER TRAP WATER, AIR AND DRAIN CONNECTIONS.TO THE SAME ,EQUIPMENT 1/2" CW 44 IN ACCORDANCE WIT" THE DENTAL EQUIPMENT CONSULTANT'S C N (� 4 Q ►�I � � � NW r N THESE CONTRACT �� ! ''', , 12D HYGIENE RECOC'if'IENDATIONS AND AS OUTLINED I 1 I i I DROPS S AND SPECIFICATIONS. DRAW NG DU51N 3. COORDINATE. W1TI-1•'DENTAL EQUIPMENT CONSULTANT- AND GENERAL CONTRA6t,OR• TO ENSURE', PROPER INSTALLATION OF DENTAL EQUIPMENT, INCLUDING EXACT LOCATIONS. AND TYPES OF - PLUMBING OUTLETS. NOTE THAT PLUMBING DE51GN FOR DENTAL EQUIPMENT 'SERVICE' CONNECTIONS IS BASED ON A ,TENTATIVE --- EQUIPMENT SELECTION. IF NECESSARY, RESIZE ANDC) < _ 1/2" RECONFIGURE' THE RELATED PLUM13ING CONNECTIONS PER T1'•IE I��. � --�=�••---_..��.L.��::----- _..._�.___ --__._---�-�_�.��€� ...1 ( I STANDARD PLUMBING CODE AND MANUFACTURER'S — - _ RECOMM NDATIONS AND SUBMIT FOR APPROVAL. ---- I ---- I ( (CW �--- _ I V E �-,.......� F..___ � I � I � i�I A ---- -Go I , PRESSED AIR LINES SNAL:L BE 1/2" TYPE "K" .COPPER ii I I ;QI O I ° 4. ALL GOt`1 { I A PIPE j I NO I/2" CW I � HW I O C N N EE DROPS P-3 Ttoo 123 I ol REViS10N5 NO DATE JOB NO. FILENAME DDPWP DATE 7-16--Q1 DRAWN BY RRE CHECKED BY 51~R NATER , F AN • : PLOT :DATI~ 7 %01 ,. `P o'r .E W\� ��e8\Gl9NSU4CV ISP\LDRWP.DWG ac �1 "r r , - t k f, ^+" .i .. e.. a. . . , -1, . 1 f:r• ',, .- .. .. _ Y fl. x '�_ .. ..�ti , , 11T 1: - .. s: .. f �. y +: : �' 1. , 4 . : . , .. ,. - , .. __-_ --- _._---_•_. _. _. - _ __.--_____� __ -_ _. _ _ . _ _ _ _-_-_----- - - - C�3 N �I I Y I A I Y I Y I __ T Z �--- u , lr r- -__ - w .�... I _. - V 1 y ` . E G oSTAFF ------ -- Cl A I"-- .� 1 CW A [�__! CW c� . " NO No-No-..No�------No I v I Q u �1 a Q A Ioq EXAM Q �� EXAM QJ �` 11 AM al � Q 'C-�� - `(:5)< ,j . Ex . . . ! o o / r I i 12 ,---� I 113 114 ° P a . _. .. �rIN1UlN1 ° u --------- Q Q - -- Q R E W TYP. � FLOOR FOR [""� ° I - - OF 6 I i FUTURE Q H . ,: I I I C i I 1 USE. . . . ,F . ` A A »..._._�A -A -A � 4 _� I}.--..�� 4 �..... _ _J 4 �_,.�_, Q � . - I I I q, . . I a `•��=- d DF 6 Q I Q Q 118 Cl, - I ( j! 4 QU _- 4 a X I O ) 3 I I . 11 I V QQ?OZ + j U 4 �oz, U Q }OD X I,aO 124 I ;J Q - A -_ - -_ ..._.___ __ - _ C�=vr- ) - _ --� �I ---- 1 [�n o I~ �_ �^- 4 ITf.__ a ~�r4a 1�r�- .. - L-A "`_'__'A -A -A -A � if � A -^-_-A -•�.--A ° 9 A A A ---A o Z A -�---A -A I p I �O �.` p�o^O'^^p "� O p� p o�O^D,---a^ �O D O-D 0-�---�- O-O---O -- a �� OI . ACCESS ON THIS S 1 D E ND-Na Na No No NO No-No-ND�--No-No NO No ND-NO No a No-Na - -roto 1 1 q ° 1 __1 . CORE I �m 2 - .00 . . . 107 I Q . . Q 116 i 0 . . - MAINS AND BRANCHES IN O _�_ G - �-- -r: _ _ Ir-_-�- ( r _- i Q 117 I � w .. OXYGEN DISTRIBUTION I �I i i ! I I �� - I b r �_- I I _ --�. SHALL BIR MINIMUM {/2 OD �__i I 106 II _.__.._.__-- _ .r 4 . „ STORAGE TREATMENT 08 � I - . AREA AREA ) . I I o Q C -- -_-_ - _- . O PRESSURE RELIEF VALVE - -, - 11 - PRE I ) I f al I - ° OXYGEN - SEE PLAN, - _----_. - - - l I a � (TYP.), SE"I : .4`i' SO% GENERAL NOTES �� i I ___- J �, . . NITROUS -.] 1 I I N �. � . (MAXIMUM)- LINE: SPECS FOR PIPING �Z ( --. 10 I - o $ ° ( - YQ E ao `� PRESSURE: REJEF .TO OXIDE _ _.w T L ]MI I I T� _ __ Q w - ,_ c - -- == CW 121 . 1. > BUI�:DING- I as OUT IDE OF" . A A. ;; (INCLUDED IN 'HANIFOLD) I/2,I. p.D. II � l 4 3/8 Q.D. i F 'f l _� J 1� ° A �_A GW d' OxYGEN NITROUS r� i ,STERI L 1p A --�A . A ° U� -4 Q . . . L . ti - 0 o --° MAINS AND -13RANCI-IES IN DROP OXIDE' __.-_.... ._ _ �) ` \ 115 "°t�- NO A MANIPOL,15 WITH AUTOr A:TIC I CoNsul_j: O ___._� - __._.__ -. ] 1 . "w"T"""""' CNA1�fQEOVER WITH Lll�tE PRESSURE NITROUS OXLDE I I I I 1 ! ` "DISTRIBUTION SHALL BE 0 CJ 04 j S O o -___ x.____r__�_�--,� o . REGULATCaR,• PRESSURE ;GAUGE II 1I� �� - - I WN1 Q L __ MINIMUM 38 OD PRESSURE SENSING: SWITCH. ,FOR' 105 111 _� o ° ; . JEI"IERGENGY SHUTOFF / �I I I �) hACH AS ` SUPP I D Y, O N . G L E B W ER, 'Y ACCES Z ___�� _ _ _ _ =� o ALVE IN IN �� L o INSIT, LLED. B CONTRACT CQ O1 . "` Y R) Q - OXY--GEN AND NITRO 5 OXIDE _ ___._.-_._ _ ,::F-,------------- _.__ __ ._ �__�,__ �_..__.___. - BOx r ]POINT OF USE ARE,4' (SSEr- � - . '. . L� .2 , rPLANS FOR l.00aAT1ON): QU INTERCHANGEABLE WITH ° `) y (OWNER FURN{SNED NON-1 y CHIC -K QUIT' a I AIC METAL ,FLEX �.t ASS _�- _ _ . • . (CONTRACTOR INSTALLED,LLED. G PE FIG GA I I I CI C CUNNEC ORSNALL 102 I I ° - > E LESS THAN" S' (N CYLINDERS ', I[DENTIFICATIQNS (SUPPLIED HYG ...NE ``. INSTALLED Y _ I a WITH BY.awNER `aNST B I LI NGTH,ANI7 Nd.-COMPLY REULGATORS GON`i"RAGTOR _ _�_4_ I_J I CW 1221. �H 'S Wt 'H CCA DIAMETER AA . TYP.).. `�_ ) '-- ° IND.. . SAFTI Y SU opnq p ;n I A A G°W PPLIEI7 , SY 5 E.M _,, R P, .14 A a . OWNS �� 101 E3Y. NO 7- . �� No - SHUTOFF _.... I'' o . . AUDIBLE: AND VISUAL .ALARM SHALL .ACTIVATE AT US I . �,,`,\ - I I Q < ) , ; ,` � VALVE o . H I - . . 2."OXYGEN 2 NITROUS CHECK VALVE A L 103 r . CONTRACTOR OXIDE WW NEVER AUTOMATIC GYLINDER�CNANG OVER - -_ - CYL.INDERS (TYP.) I III PROVIDE TANK CYLINDERS OCCURS WHERE AUTOMATIC CHANGEOVER IS I I ; ) I $ o a �� GAPT`OR PROVIDED. PANEL, PROVIDED BY OTHERS. _� Co I - - - - _� Q �1 ,- NOTES,, ; ___-� __ _ _- i I 120 4 I I l _ _._ -�..___.._ - t ); i 2 o I 0 (n. '.' I I i � I THIS -SCHEMATIC' REPRESENTS AN NFPA LEVEL III MEDICAL GAS SYSTEM AND IS INTENDED? FOR.FACILITIES WHtGH DO NOT I ___ �__.W_____..__. _ _-� ._ _. ___ I Q ,EX_I E[7 3000) 'CUBIC FEET OF COMBINED STORAGE; AND WHICH MEET- THE NFPA DEFINITION OF A SINGLE TREATMENT. FACILITY. ��=��;� r � v _ I }-� Q J . 2. CONTRACTOR SMALL FURNISH. ALL ITEMS NOT -SPECIFICALLY NOTED A5 FURNISHED BY OTHERS. A 6 LL EQUIPMENT SHOWN IS X 4 123 w • - _J , (T � ► 1 I ,� CW 0 .1- � TO 81= INSTALLED BY CONTRACTOR:. I I i I ° q\A/ v I I 1 ► f •~A cw u t. . _ ' I I L O ° O ~A --A --._A --0 4 n < ��l _ , , . II . . - .. . " I . ., .. _ . . . . � . 11' ' . I I I-►� NO A Q CQ, OxYNNITROU5 . 0XIDE ri -r 1. , I 1.1:�_': ._,. ,�� ". 1� d U" - NoT To sCA E . - I I I PORCH x. - ,- �_ . .. . . 100 -_ - .� I 1 . i { D I �-- ,�� z Q LL___ L --_ __ ! I Ell E'l E. [._____J:t___________ �_ _� 1-_ C) • 1 . 4 a . . . '. . u . GEN ERA•l ND "ES SP EC i F I.c NOTES �� N I SEE SPECIFICATIONS AND..MED -GAS RISER FOR ADDITIONAL REQUIREMENTS AND INFORMATION. O ---~--A -A •�---- COMPRESSED AIR 1 INSTALL GAS MANIFOLD IN GENERAL AREA SHOWN AS DIRECTED BY , DENTAL EQUIPMENT CONSULTANT, GAS MANIFOLD FURNI5HED BY OWNER. 2. EQUIPI"IENT SHOWN AS DASHED' LINES REPRESENTS EQUIPMENT PROVIDED BY DENTAL EQUIPMENT CONSULTANT - -o�o- OXYGEN AND/OR' OWNER: . , EN, NITROUS OXIDE, AND AIR DROPS INSIDE WALL. LOCATE PROVIDE.;OXYGEN, USING .TEMPLATE PROVIDED BY DENTAL EQUIPMENT CONSULTANT. -ND-No-- NITROUS OXIDE RUN ALL GAS AND .ACR 'C-CNES. ABOVE CEILING,' - - CONNECT TO AND INSTALL OUTLETS FURNISHED BY DENTAL EQUIPMENT . CONSULTANT. TYPE OF FITTINGS AND OUTLET LOCATION AS DIRECTED BY d \ 'l .''.•4. COMPRESSED ATR PIPING SHALL BE '1/21 TYPE:'K COPPER UNLESS OTHERWISE INDICATED. DENTAL EQUIPMENT CONSULTANT. 5. `OXYGEN 'PLPfNG SHALL: BE 4/2. .. NITROUS OXIDE PIPING Si-TALL BE 3!8 C)XYG V " " EIV AND NITROUS OXIDE 'PIPINGS PROVIDE :GOMPRESS!~D AIR DROP, STUB OUT ABOVE COUNTER. SHALL IB1M OI"L.,�"FREE; HARD" DR PAIN SEAMLESS MEDICAL GAS TUBING,` ASTM BSiq TYPE K OR L OR ANNEALED �\ GE7PPER TUBE ASTh't BSfi TYPE"K OR L), CLEANED AND PREPAREI? FOR `OXYGEN SERVICE PRIOR "TO INSTALL SONE VALVE BOX PROVIDED 8Y DENTAL EQUIPMENT CONSULTANT ... tN TALLATiCN OINTS.S ALL CSE BRAZED WITH- SILVER SOLDER; CONNECTIONS TO' 1'IANUFACTUR!*D A55EMBLIES � FOR EMERGENCY SHUTOFF OF OXYGEN AND NITROUS OXIDE �a" ABOVE . CAN BE MADE WITH D;`I.S,S.. -CONNECTORS, WHERE INDICATED EKY MANUFACTURER. PIPING SHALL BE SUPPORTED • FINISHED FLOOR. . REVlsroNS . EVERY 5' AND, SHALL 13E MARKED PER NFPA REQUIREMENTS. INSTALLER SHALL CGERTIFY THAT ALL PIPING No. DATF_ MATERIALS.CC MPl�Y WITH NEPA qq PARAGRAPH 3.1.2.2, 'IF USED, FLEXIBLE TUPING SHALL HAVE. A MINIMUM 5 PROVIDE RESTRAINT SYSTEM FOR MED GAS BOTTLES. SEE DETAIL. . BURST PRESSURE ,OF 1000' PSI FLEXIBLE TUBING SHALL NOT PENETRATE WALLS COR PARTITIONS. . . . . . . . T 1/2" FP ERMINATE COMPRESSED AIR LINE IN MECHANICAL ROOM WITH T -: SPECIFY AND' .)=URNISH THE,' FOLLOWING EQU.{PMENIT VIA DENTAL EQUIPMENT (D MAKE 'FINAL. CONNECTION TO COMPRESSOR USING OWNER PROVIDED HOSE O(�1NER SHAD INDEPENDENTLI . . :x CONSUk;TANT PACIAGl;D COMPRESSORS , PACKAGED VACUUM PUMP(S), GAS MANIFOLDS zONE VALVE BOX.: . AS DIRECTED BY DENTAL EQUIPMENT CONSULTANT. . . r IE.DtGAE-'.GAS:-SERVICE OUTL ETS COMPRESSED��.AIR. SERVICE. OUTLETS AND••VACUUN INLETS. � THE ^DENTAL EQUIPMENT CONSULTANT, SWAG,L. ENURE. THAT ALL� ITEMS NI~ .PROVtDE5 ARE .IN COtJ�1PLIANGE wITN NFP qcl AND IDE 1--1/ " C N A I - .D PROV 2 PV I TAKE FOR AIR COMPRESSOR. TERMINATE WITH OTHER APPIrI;CQ,BLE 'COL7ES ;STANI7ARD5 FOR THE .INTENDED S!~RVIC:E. CONTRACrtI'OR SHALL INSTALL THESE .SC:REEN D AIN P ' R ROOF INTAKE. MAINTAIN 2 VERTICAL SEPARATION 1 . ITEMS UNDER:" TI-{E SUPERVISION AND DIREGTION' :oF, THE DENTAL EQUIPMENT'CONSUJLTANT. BETWEEN INTAKE AND VACUUM EXHAUST 4 VENTS. JC7B NO. . G--668 7. VERIFICA-F'IQN AND TESTING IN ACCORDANCE'htlTN NEPA qq" RECUIREMENT5 d-5..4.1.3 SHALL BE PERF4 P'IEP EXTEND,-AIR IR LINE UNDER SLA A ,, �., ( ) R �A W N R B AND PROVIDE OUTLET FOR FLOOR MOUNTED ti;. BY- A PARTY .TECHNIGA�LY .GQMP,ETENT ANIS EXP,ERIENCEID WITH THE FIELD OF L VfEL 3 MEDICAL GAS . . , Ul"ILITY;f~14x AS DIRECTED BY DENTAL EQUIPMENT CONSULTANT, FILENAME • F DOPI'1GAP COF'IPRESSED AIR ,'AND ;VAGUIJI%t.'f " "'15.: SUBMI-F° FINAL .ACCEPTABLE REPORT, TC7)"THE OWNER. -',F . 1. ,; P VID COMPRESSED AIR DROP, STUB OUT UNDER COUNTER. f . 9 RO � C & . P f . R OR TO SUBI"l`, NG .5l Pi PLUt IBING CONTRACTOR 15-STRONGLY _EN QATE COURAGEI7, TC? MEET WITH DEN-F'AL ': 4 EQUtPMEC�I ",OON [�L ANT, TO.,ES TABLISH-EXACT INSTALLATION'FEQUIREMENTS .OF' E000IPMENT SUPPLIED, BY'`OWNER, ' THrS . pRAINING ,REPRESENTS GENERAL SYSTEP'I LAYOUTS ,AND ;REG?Ut,REMENTS BASEID 'pN PRELIMINARY EQUIPP'IENT 1. .. , _.. ,SE.=ECTION OCL . L S. ' y ,. .. , . Y , . .} 1 . Y . Dk*AWN B`( .� ': - - ,; .' . q. '.SE AL. ALT~ PNITRATIONS',INTO AND OUT; OP. f�'tECHANICAI RaC�M.:ANC? .MED GAS .SiTORAGE ROOM tNITt >'I=I E .- . . . . S PPIN' - . TCS G' MATERLALS, . - HECKE' Y t.. .: . C. D B. a. , 1 , I .. . a . . . [ ; . .. . _. I I rv, , .. 1. , . . SSR z - . f. ;_ . I .. . .r . . ... .- I ." �,r,,;- . . .. I . . _ , . I . , . . r , 4 ,11 .I ".� . . . '' . . ' '. ., y 1 . " . I ., . I , �11- . .. I :. .. . I , . . . .. . . . . `F4 2 . .1. I 1, �_. . . t '. . . .:..: - - . , I I . . I - . . . I . . . I I I ..EN NED GA .. . � � .l . . . . . ., . ..,� :,. , I 1. .1 - .. I I I . .. . I . 1 I S /�j\\ ,. % �� ,�r ; ,: -� .,: .. - .. -- .. a ...e. ��. . .. -� -. .. 1 .. , , . .. , �' " M ., - -- � rr r -rte . • I � 1 _p 1 . O �... F .„ f.. ..,. ,,•. k 5 4' e^ 1. t . .. d .. . :.� .. .,.�, .-x -.y.., r ,. I,w.., .. r .c. t . �,,,. _ .. . - ... ,': ' ,. - ,r ,. 1. IN\G-668\GON5FJL'f'\f1EF'\PDPf'1GA�,DING PLOT DAT 7/16/Qk -1-IME� IA�I5110' ' % Ms "� '. _ .: ..,� - .. [ ,Pal _,r�) . . . r ,,. •.; - ,.. "5 .. j _ , - ., r . :... ... ... ..� d . . I ,r 1. .. ll. - ..., - .',' I �' i`` a.- . T.• t _ S RoQF'T`OP AG C> IEDUL.E EXWAUST FAN SCHEDULE IDENTIFICATION EF-I EF-2 EF-3 EF-4 ELECTRICAL DATA SEQUENCE o 0EE�A:"loNS UNIT TOTAL OA' E.S.P. COOLING CAP;,.BTUH SEER ' ELECTRIC HEAT MANUFACTURER MODEL. NUMBER c� CFM CFM (MIN;) VOLTAGE MGA, MAX. CB, TYPE ROOF ROOF ROOF ROOF /PHASE AMPS AMPS RTU-1 AND RTU-2 SHALL EACH HAVE DEDICATED THERMOSTATS (T1 AND N...I�+![ TOTAL SENSIRLE Kk @ 208V STAGE S P RR'S p S SERVICE PUBLIC DENTAL UTILITY PRIV RESTROOM MECH ROOM T2, RESPECTIVELY) WITH ONE STAGE COOLING AND ONE STAGE HEATING. vQ; RTU-1 :1600 225 Q,ra. 48,350 3 ,400 10:0 41 1, 208/3 45 45 TRANE TCC048FB THERMOSTATS SHALL BE PROGRAMMABLE (INCLUDING PROGRAMMABLE INTERLOCK/CONTROL NOTE 5 NOTE 5 NOTE 5 THERMOSTAT VENTILATION) WITH AUTOMATIC CHANGrEOVEI , A MINIMUM RANGE OF 85'F TO b RTU-2 " 1 00 .3D0 0;5 5�1,20D 43 2O0 10.D I 1 208/3 X15 45 TRANS TGGQ60F3 a�'!", AND AUTO-ON FAN CONTROL. EACH SYSTEM SNAIL CYCLE To E p w r CFM 100 375 50 500 MAINTAIN SPACE TEMPERATURE AT SETPOINT. a: EXT SP IN. WG, 0.125 0.125 0.125 0.125 •OYES AGCE SO S: ( ) EF-1 SHALL BE ENERGIZED BY ANY OF THE FOLLOWING CONDITIONS, FAN. W SWITCH IN ROOM 106, FAN SWITCH IN ROOM 105, INTERLOCKED WITH RTU-2 1. COOLING CAPACITIES BASED_ ON FOLLOWING .CONDITIONS: 78'F/65"F ENTERING AIR, q5'F OUTDOOR. POWER (HP) 1/25 1/25 1/25 1/8 BLOWER. 2. EXTERNAL, STATIC- PRESSURE E.S,P� RATING SHALL BE PROVIDED AT VOLTAGE AGE INDICATED, AVAILABLE AFTER DEDUCTION FOR SCHEDULED DRIVE DIRECT DIRECT DIRECT DIRECT EF-2 SHALL BE ENERGIZED UNDER ANY OF THE FOLLOWING CONDITIONS: ' HEATER• PRESSURE DROP. FAN SWITCH IN ROOM 110 (LAB), FAN SWITCH IN ROOM 115 (STERILE), FAN 3. PROVIDE 5W 12T CYCLING PROTECTION, TIME 'DELAY RELAY. SONE5 4.0 6.0 4.D 9.0 SWITCH IN ROOM 116 (DARK ROOM), INTERLOCKED WITH RTU-1 BLOWER. n; 4. PROVIDE AMBIENT COOLING-,CAPABILITY DOWN TO 55• .AMBIENT. 5. PROVIDE. SINGLE POINT OF 'POWER CONNECTION: ELECT. (V/PH/HZ) 120/1/60 120/1/60 120/1/60 120/1/60 . EF-3 SHALL BE ENERGIZED VIA FAN SWITCH IN RESTROOM. �. 6. PROVIDE- WEATHER TIGHT ROOF CURB BY EQUIPMENT MANUFACTURER, WITH CHANNEL FRAME, GASKETS, NAILER STRIPS, 4 DUCT FLANGES, MANUFACTURER COOK GOOK COOK COOK EF-4 SHALL CYCLE AS NECESSARY TO MAINTAIN SPACE TEMPERATURE COORDINATE SLOPE OF ROOF W1T1-I CONTRACTOR. BELOW 85'F VIA LINE VOLTAGE THER[-10STAT ON WALL. 7. PROVIDE, I" DISPOSABLE FILTERS, FILTER. HOUSING. MODEL 70C10 90clo 70CIO 90C15 Z 8" PROVIDE -CAPILLARY' TUBE REFRIGERANT CONTROL, HIGH AND LOW CUTOUTS, SUCTION AND DISCHARGE SERVICE PORTS, AND REFRIGERANT LINE FILTER DRIER: NOTES $ 1-5 1--5 1-5 1-5 q. ALL EQUIPMENT SHALL BE. UL LISTED AND ARI CERTIFIED. ACCESSORIES 10. EQUIPMENT,SHALL HAVE A MINIMUM 5 YEAR. WARRANTY FOR. COMPRESSORS,. t 1 YEAR WARRANTY ON ALL OTHER PARTS. 11. ALL UNITS SHALL BE FACTORY -ASSEMBLED, PIPED, INTERNALLY WIRED AND FULLY CHARGED WITH R-22, DESIGNED TO 'OPERATE UP TO 115'F, NOTES 4 ACCES50RIESr 12, CABINET SHALL: BE. STEEL W1.TH:. WEATHER RESISTANT BAKED, ENAMEL FINISH. ACCESS PANELS SHALL BE PROVIDED FOR ALL UNIT CONTROLS AND 1. DISCONNECT SWITCH, ACCESSIBLE SPEED CONTROLLER. INDOOR COIL AND FANS, STRUCTURAL MEMBERS SHALL BE MINIMUM 18 GAGE. INDOOR AIR COMPARTMENT SHALL BE INSULATED WITH FIREPROOF, 2. BACKDRAFT DAMPER, BIRDSCREEN. PgRMANENT 'ODORLESS COATED'.GLASS FIBER 'WITH EDGES PROTECTED FROM EROSION. PROVIDE MANUAL OUTSIDE 4 RETURN AIR DAMPERS FOR 3. ALUMINUM- CONSTRUCTION. F&E.D AIR QUANTITY, WITH RAIN .HOOD AND SCREEN.. 4. MANUFACTURER'S ROOF CURB, MATCH ROOF SLOPE. 13. COMPRESSOR SHALL BE HERMETICALLY SEALED, RESILIENTLYMOUNTED WITH INTERNAL OVERGURRENT AND OVER TEMPERATURE PROTECTION, S. SEE SEQUENCE OF OPERATIONS FOR CONTROLS. to. INTERNAL PRESSURE RELIEI-, ..AN.D CRANKCASE HEATERS. 14. INDOOR COIL, SHALL BE .COPPER TUBE, ALUMINUM FIN COIL ASSEMBLY WITH GALVANIZED 'DRAIN PAN 4 CONNECTION. � w cq 15. OUTDOOR, COIL SHALL BE COPPER TUBE ALUMINUM FIN ASSEMBLY WITH COIL GUARD. 16. FANS SHALL- BE RESILIENTLY MOUNTED, PERMANENTLY LUBRICATED, WITH BUILT--IN OVERLOAD PROTECTION. SUPPLY FAN SHALL BE MULTISPEED W DRIVE. OUTDOOR FAN SHALL HAVE FAN GUARD. 17. HEATERS. SHALL BE UL LISTED WITH LIMIT SWITCHES AND THERMAL PROTECTION: ..,-GEN ERAL ND ES ~ Q I. LOCATION, OF DUCTWORK 15 APPROXIMATE, MAKE ADJUSTMENTS, AS NECESSARY, TO AVOID INTERFERENCE WITH FRAMING, TRUSS WEBBING, AND ANY OTHER UNFORESEEN OBSTRUCTION, SEE REFLECTED CEILING . PLAN FOR EXACT LOCATION OF DIFFUSERS, RETURN GRILLES, AND EXHAUST GRILLES. 2. DUCTWORK, SHALL BE' METAL, FABRICATE AND INSTALL DUCTWORK IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION c S.TANDARD5 LATEST EDITION; FOR CLASS.:B REQUIREMENTS. ALL DUCT SIZES ARE INSIDE DIMENSIONS. ROUND DUCT MAY BE SUBSTITUTED FdR RECTANGULAR, USE OF ,ROUND .DUCTS SHALL NOT RESULT IN INCREASED STATIC PRESSURE. ALL ROUND DUCT ° JOINTS SHALL: HAVE A MINIMUM OF 3 SCREWS SPACED EQUALLY AROUND THE .CIRGUMFERENC:E. ROUND DUCT SIZES 14" AND LESS CAN BE 5NAPLOCK;. 16.' AND GREATER SHALL BE SPIRAL, 3. PROVIDE ,45, DEGREE ENTRY FOR BRANCH DUCT TO ,MAIN DUCT CONNECTIONS. . ' USE SPIN(-IN FITTINGS (NO SCOOP) WITH MANUAL ,VOLUME DAMPERS FOR ALL DIFFUSER AND GRILLE CONNECTION TAKEOFFS, UNLESS, OTHERWIISE INDICATED ON DRAWINGS. INCREASE DUCT SIZES. .GRADUAL.LY, NOT EXCEEDING 15 DEGREES WHEREVER POSSIBLE; MAXIN'Ui M, 30 DEGREES. S. UNLESS OTHERWISE INDICATED, FLEX. SIZE- SHALL MATCH THE:INDICA-1"ED DIFFUSER NECK SIZE. 6. RUN FLEXr, DROPS FULLY EXTENDED AND SUPPORT TO MINIMIZE BENDS AND SAGS. MINI"IZE FLEXIBLE DUCT LENGTHS AS MUCH AS POSSIBLE AND LIMIT TQ LESS THAN (o'- PROVIDE, ROUND METAL EXTENSIONS•WHFRE 'REQUIIRED TD MEET THIS LIMITATION. .7. PROVIDE,TRANS ITIONS- AS REQUIRED TO ADAPT EQUIPMENT TO DUCT SIZES SHOWN, PROVIDE FLEXIBLE DUCT CONNECTORS TO ALL O n MOTORIZED EQUIPMENT. 1.>.._ 8. PROVIDE, SINGLE. -STAGE HEATING AND COOLING THERMOSTATS 45" AFF (MIN.),. NEAR LOCATIONS SHOWN. W 4< q. INSULATE SUPPLY t RETURN ,DUCTWORK OUTSIDE`OF BUILDING, INSULATION ENVELOPE TO R--6. DUCTWORK WITHIN THE BUILDING INSULATION >FNVELOPE MAY BE INSULATED TQ.:-R-4.2: PROVIDE VAPOR BARRIER. L 10. REFER TO ARCHITECTURAL DRAWINGS TO CONFIRM LOCATION OF FIRE RATED..WALLS. PROVIDE FIRE DAMPERS AND/OR GRILLES W WHERE DUCTS PENETRATE. - 11. ENETRATE.11. ALL MECHANICAL EQUIPMENT AND MATERIALS SHOWN ARE NEW UNLESS SPECIFICALLY OTHERWISE INDICATED. W 12, COORDINATE WITH GENERAL:. CONTRACTOR TO PROVIDE UNDERCUT DOORS WHERE INDICATED. UNDERCUTS SHALL BE 10 MINIMUM AS z V MEASURED FROM FINISHED FLOOR TO BOTTOM OF DOOR. �= 13. PROVIDI; OPPOSED BLADE DAMPERS AT RETURNS TO ALL AIR HANDLING UNITS WHEN SHIEAVES AND PULLEYS ARE NOT AVAILABLE Z 4 FOR BALANCING TOTAL SYSTEM AIRFLOW. ---� 4 �-�--� .14. PROVIDE ALL PIPING REQUIRED FOR A COMPLETE SYSTEM INSTALLATION INCLUDING PRIMIARY AND SECONDARY CONDENSATE LINES, t�l AND REFRIGERANT LINES, INSULATE ALL SUCt'ON LINES AND INDOOR PORTIONS OF CONDEN SATE DRAIN LINES. SLEEVE ALL SLAB Q AND WALL, PENETRATIONS. SIZE ALL PIPING ACCORDING TO THE AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS Q FOR LENGTH OF RUN AND CHANGE IN ELEVATION, PROVIDE APPROVED EMERGENCY DRAIN PAN FOR ALL AIR HANDLING UNITS. Ira. TEST AND BALANCE AIR DISTRIBUTION AS FOLLOWS: PERFORM WORK UNDER SUPERVISION OF AABC CERTIFIED TEST AND BALANCE ENGINEER OR NEBB CERTIFIED TESTING, BALANCING AND ADJUSTING SUPERVISOR (EXPERIENCED IN PERFORMANCE OF THIS WORK AND LICENSED AT THE THE STATE IN WHICH THE PROJECT IS LOCATED, CONFIRM THE PROPER FUNCTIONS OF ALL COMPONENTS AS NOTED .IN THE .SEQUENCE OF OPERATIONS INCLUDING, BUT NOT LIMITED TO, INTERLOCKS, OVERRIDES, AND DAMPER POSITIONS # EQUIPMENT OPERATIONS BASED •ON OCCUPIED AND UNOCCUPIED MODES OF OPERATION. TOTAL SYSTEM AIRLFOW: ADJUST TO, WITHIN PLUS OR MINUS 5 PERCENT OF DESIGN FOR .SUPPLY SYSTEMS AND PLUS OR MINUS 10 PERCENT OF DESIGN FOR RETURN AND EXHAUST SYSTEMS. AIR OUTLETS TO WITHIN PLUS OR MINUS 10 PERCENT OF DESIGN. PERMANENTLY MARK SETTINGS OF VALVES, DAMPERS, AND OTHER ADJUSTMENT DEVICES ALLOWING SETTINGS TO BE RESTORED, SET AND LOCK MEMORY STOPS. UPON COMPLETION OF TEST AND'. ,BALANCE WORK, INSERT ALL DATA INTO A COMPLETE.TYPE WRITTEN REPORT AND SUBMIT TWO COPIES OF THIS REPORT TO THE_,OWNER (VIA THE ENGINEER). 17. ALL: WORK SHALL BE IN ACCORDANCE. WITH THE STANDARD MECHANICAL CODE, EDITION AS ADOPTED BY AUTHORITY HAVING JURISDICTION.. �. REVISIONS NO DATE JOB NO. FILENAME DDMSAN DATE DRAWN By, - RIRB - r CHECKEIR BY. - 1 F. o 7/i6(OI PL "T � r4;a, • - W:\G-668\GUN ULT\h1EP1A[7M5A G•. Pt;pY DA'F' y e.r _. ^ , . . ,. .y y... K , �,:... ,., ,.,, i .. : .. a .Y ,.� - .. is 'r .. r �. ! ry� k y n .. ,. ... - r �;y. M . .. y. _ � 11 . y w .. .S'�7 h "� .l - '•�' .. N. ., .�.y r• • ... .. •. ,. - I �' „ �. , . 't_ _ .. .�. ,, - ., - .. 6. 7 - .� ,- .. «:r . .. •^ " -0 .. - I"�EGHANICAL' ;L � ENI . , . . . - - 1. r . r.. - 4 ,3 .. .. . 2Aic�4 PERFQRATED DCFFUSER, LAY-IN 'CEILINGS 'Z w ti. SUPPLY• At> F�,OW..:AS,: INDICATED ON, 'PLANS x DUCT ( N ) �; NEG( .S4ZE/FLEX SIZE,AS FOLLOWS: 1. WORK W1DTN X HEIG "i" x - E� w j,:t . 0, 75 GIM.., 5°D -.,ME� L -. `' 8C1=-►3Q .CFS' W- W TI THERMOSTA"F H t35�225.CFM 6"D::. 125 11 . 2 Q. X50 CFM 1D"D NUMBER INDICATES AHU OR EF . _... _ .__-_ -- __-.�__ -- - _. __ _..___._ -_-_ - -- -- - . _ _ _. __-- _ r_ _ .-._ ___ _� _7- -__ _ _ _ __-__ _ __._ - - - __--._____ . T r-- . - . �- . -- - - - - -- - __ _._� _ .-__________. -._ ___.__ _.__-____ __ _- _ _ 4 _- _..- r� T1TU. PSS-AA (R EQUAL - r•� - - _.�._ _ -----�_ T,_ ._ I STA��' ��T D-I 1 Y. SENSOR D,G o ' 416X18 SQUARE LOWER ,DIFFUSER, GYPSUM CEILINGS, I 10q \ / I \ / 1755 1 \ / D-1 i \ / D_1 \ / a ! I KI I SUPPLY AIRFLOW 'AS- . � . 01' ', 11. ; INDICATED ON PLANS I I i C I AS` OLLOWS: I / \ i I / \ 1755 / 1755 \ 2oos C NE K SIZE/FLESC S ZE F 3 �, I I o D-2 DUCT ABOVE _� I D--1 10 D I i j x . . :' '. 7 -14D GFM �a."D .: JJ I QUIP 3505 11 * ( I t 144 5-240 CPM 8 D DUCT CROSSING I I I }� OFFICE 245-310 GEM 10"D .. 124 G-I .� _ 118 I rxd 315- ,44 CFM 12"I7lzu 12x12 G_ . D/G / -4 NECK EXA1�1 i �►►�` Irl 1 I TITUS TDC--AA OR !~QUAL DUCT BELOW / pE o 112 I 113 114 II \ 12 D I . � q _ _ TRANSFER I I I � UCT \ - _ - - - - _ _ _ _ _ _ � _ _ _ _ _.. _._ _ I_ ._ .._ _ -- -.. .- _ - --- -- - - --- -- \\ D n j x 4 -1 ' [ - - - - . 6<_ T I x 5 ; . . - x ELBOW WITH TURNING VANES - Tr".T _^-. .J _ _ �_ -1 _. _. _ - - -- - - - - - - _E _ m-- -__ ___ ._ JI j " v � f , . .- .. . I . . .. �4. - - - - _ - - _. _.._.1- - . _. �.' - __ . . .. -.._. (PLAN, UP, DOWN) SHEETMETAL TI _� - -- - 5 -- 11 a c . cq RECTANGULAR' CURVED BLADE 2-WAY DIFFUSER, - / ", 24x12 1 // \X/ 120x12 14x12 10x10 8x10 '% ` I I DI �' GYP,SUr'I CEtLINGS,• SUPPLY AIRFLOW AS o 11% �� ,, I / / ♦ I j D`�, \ a . INRiCATED ON PLANS \ G�1 ` I I \ /11 \ I 255 •_-1 ; 11q 1 I 'q GRILLE, 5121:, NECK 51'ZE/FLEX SIZE. AS FOLLOWS.= . w w CO / \ / \ \ F *1 � ' „I7 3 FLEXIBLE D CONNECTION 181ID BLE UCT M . -6 .. .;,. .1. IQ- o` M SIrC7 . ICK RTU--1 1 107 D-1 116 m-1 G��1 2 I I // QEF-3 . I 0Q, I of �a. C X , 1255 U/G 11005 12"D j S w 55-�7.5 CFI"L 8X4, 5uD __ _...T _. _ _. _ -_-_.__ � --__--_---=.-- �___ I- ._ _ - - - --� N� I I °� . 11 . 8004 -100 CFM 12X4, D S O I WOI"'I _ ( \ f I f j I E'^1 `* . ' TITUS 250-AA OR EQUAL << ELBOW WITH TURNING VANES 10aJ L- --,-J I \ I �� 117 i �� . L:..J , . . . _.�....----- -_ _ _ --- . D - - 5oE 110 G -t I I- ---r- . GON5UI.,T D-3 I . D--1 \ / 150E I1 �` � 255 0 1005 / \ „ ' GO I I D�t . 7 D !! ' -� I ! 1505 1 104 2 G-2 i 12o I -IYGIENE I� •' . - EF--I � \ / 075E I I . BRANCH DUCT 'CONNECTION ____ - 100E / _.-�_.__-. \ / . . �_-� f- \ G-t I EF-2 -_ ___I 11 ; 121 �- ,. , WITH 45' ENTRY t t f -- I _ 'C _/- _._._.� -_--.- 5 D I / ♦ o \ / 72 150E 7„D I 8l3D75E x - 5j1D r , I DU TED 24X24 EctGCRATE RETURN GRILLE WITH MANUiAI. VOLUME DAMPER / \ D-3 `-G_2 I I -�1 EIL`FER, LAY-�IN CEILING AIRFLOW AND NECK r.2 25s 50E �L. I ! / I I SIZE AS .INDICATED • ON PLAN D-I \ .__ _.M�-- -_.- Drl 115 ' ' D--I . 1. loos © i_- --- --- 175s �� 5os --I ADAPT FULL 24X24 FACE TO NECK SIZE , . , }� FLEX DUCT TAKE-OFF I j I _1 , TLTUS 50F OR ,QUAL ` WITH SPIN-IN FITTINGK24x8 I I I . $ VOLUME DAMPER 24x8 I I I . SC ;?4z _� T�. _ ___� �--- ___ -___ . % (No ooP) I ! J - . . . (21 - _ _ -_ _.._ -___ - _-_- -_ __ --_� __- --- -��--=j -' _. i -._ I � ___�� . ___ _. ----- „_T�._,_-._._..--___._._ Ioo I I 1 \♦ I , S O . G--1 I 105 I I I ♦ I I I II1 1 . I D--1 , . N \\ 24X24 I I I I f I I I 1 1505 ROU D ELBOW . 4 NECK I . [�� \ N I I I \ / I 5 • I ! \ / i C SCK-OUT I ► I x ► I 1 1 EGECRA-I'E EXHAUST GRILLE, GYPSUM CEILING _ - -- -1E12� - --- -- -- -- ---- -- --- -- __ -._ Will �Tb-2 L_/ \ _ I I 1 _�, I �Y �y /N\ -1 OEXHAUST AIRFLOW AS INDICATED .ON PLAN - RECEPTION I 122 GRILl,.E SIZE. NFGK ,SIZE/FLEX SIZE AS FOLLOWS: MANUAL VOLUME DAMPER II I I I 1 101 �/ I 1 � `' p 1. I I i II I I I i tI \ I C? Q5�500>*G SX& S.I'D !I I I N I _ �, o j I ° ~ -: 1 - - - N r I I 1 _I 2 FM l xl 12 D Q II 3005 I I I 3005 I -, . 505-1000 GFM f�Xt� 1 I 11 I I N I I I I G-1 I I I W - DUCTWORK (DIAMETER OF DUCT) 1 " 11 i 1 I I ! 24x24 I ! TL.TUS 50F. OR EQUAL .. I x II I I I I ! NECK ! I i i --I U • ❑ �- W .. ,r -- _ , _ _ T I I [C-------:-.------- . ------,..,,,L.---- --- j C1 . co . 1. \ / I Iox12 ; 12x12 I 1 `�� 14x12 __:L1_10x12 } < EG ON 1 I I •. BRANCH DUCT CONN TI WITH 45� ENTRY / \ - _ ___- --__-___.,_._ --___.---'.� __�_._. _______._.____. ._________ -- - I d� 2. I i I ! _-1L _--- L �1. 11 MANUAL VOLUME DAMP1.ER _ __._-_.. _ __ _.__________W_-__._._____. _ _ L._------._ �._ _-_ _ D-2 1 j 1 ! / \ ! /I ) r ! \ ; r5os ! 1 ► 1 ! i ! D-I Q . DETAIL SYMBOL. , ' C] . x TOP SHOWS TAG, US SS \ / { I I 11 i I i 1005 I 2005 I ! 4 M)X BOTTOM SHOWS / \ I 1 1 I , 1 i I I }-IYG I SNE I 10.3 I I u DETAIL SHEET. I I f ' D-2 I 1 I p C I I I i i 123 } 1505 I I I i I I I j . ! I 1 1 loo 1 I I I T_ . _,A .3�8R V I lA. I ONS . - I � I . _--- ---- _ _ ._. --- - - 11 11 I i ' . -�: --- �. --- - ._ _.. _ - - - - - - -- _ _. . _ - - - -_..__�-_ --- --- -- „ � l -- __ _- - __�. -_ _�-- -__- _-- �� _. ��.� _ _i�___�___._ __i� _i . AC ;, AIR CONDITIONER ------ - _�_ _ ___ 1. AFF ABOVE FINISHED•FLOOR . �' �\ - AHU AIR HANDLING UNIT CU CONDENSING UNIT 1 U D;DIA DIAMETER EN ERA NOTS SP EC I F I G ..NQ ES: '� DG DOOR GRILLE (12".. 12" 'MIN.) 1. LOCATION OF ROOFTOP U1NIT5 IS APPROXIMATE. MAKE MINOR ADJUSTMENTS TO AVOID I LOCATE RTU-I AND RTU-2 ON ROOF. COORDINATE WITH GENERAL CONTRACTOR TO ,ADAPT AND REUSE . INTERFERENCES WITH STRUICTURAL FRAMING AS NECESSARY, MAINTAIN GENERAL ORIENTATION. 0 " . . E EXHAUST•AIR EXISTING ROOF DECK OPENING FOR RTU-2. DRAIN TRAPPED CONDENSATE LINES ON ROOF. REV15IONS 2. AL:L... CUTTING AND PATGIHING OF ROOF SHALL BE DONE BY PERSONS SKILLED IN THE TRADE Q PROVIDE ROOF EXHAUSTER ON CURB. PROVIDE SPEED CONTROLLER IN CEILING CAVIITY IN ACCESSIBLE No DATE EF EX4-1;4U5TFAN INVOLVED. ,LOCATION FOR BALANCING EXHAUST FANS EF-1,2,3. MAINTAIN 10 SEPARATION BETW1EEN EXHAUST FANS IG . GRI AND FRESH AIR INTAKES ON ROOFTOP UNITS. ADJUST LOCATION OF EXHAU5TERS A,S NECESSARY, . . . . ,3. ALL WORK SHALL BE IN COMPLIANCE WITH THE'STANDARD MECHANICAL CODE, AS APPROVED BY . THE AUTHORITY HAVING JUIRISDICTION. -HR NEAT PUMP PROVIDE HIGH AND LOW 12 X 12 LOUVERS IN DOOR TO MED GAS STORAGE ROOM; TO>TAL FREE AREA • 4. COORDINATE EXACT SIZE AND LOCATION OF ROOF OPENING AND SLOPE OF ROOF WITH GENERAL `-J NOT LESS THAN O.a SQUARE FEET. OA OUTSIDE A:IR r CONTRACTOR. - R RETURN AIR ® 2 EACH 18x10 LOUVERS IN DOOR IN HIGH -LOW ARRANGEMENT. 5. 'PkOVI.DE CONDENSATE. DRAINS FROM EACH UNIT. 51ZE PER MANUFACTURERS INSTRUCTIONS AND JOB No. RTU . ROOFTOP, UNIT T1rRI`91NATE ON ROOF. PRG7VIDE A 4" TRAP IN ALL:CQNDENSATE LINES, TRANSITION AND ADAPT DUCTWORK TO FIT FULL SIZE OPENING OF RTU-I, RTU-2- C �G�68 . S: SUPPLY AIR +. ALL UNITS SHALL BE INSTALLED LEVEL (ROOF 'IS SLIGHTLY PITCHED), AND IN. ACCORDANCE WITI4 FILENAME THE MANUFACTURER'S REC(OMMENDATIONS: COORDINATE ROOF CURB ACCORDINGLY. DDMP TYP T1�PIGAt . , M MINIM M DIFFUSER AND EXHAUST GRILLE 51ZlNG. DATE ;* N 7. SEE. LEGEND FOR y U 1. // 1(/ 1 r! +''. . R} '.. , - UC UNDERCUT DOOR (I'r M1N.) D>,AWN BY r x " *: RRB r 'W.V; , t ,, CHECKED 3Y Y J. _ - .. ! ER !j _ S-y n - - - •�� -, - . - � - . , " �."- . .., . I . I I . - . .. �_ , . . .. � � - :_�' ". . � . , ' � • ..., . - ' 't . I ,, - _. �� "', .1 ' ... � . . - , i ,.. � .11,iiU I , I. I- " .. . - . . "' ' . .""s_ 1 . ._, , I . . '. I _ . . I . .. I'" 4 . . 1. . I . M c SCA ANN2 . . .. . ffFr- SAN �--- - . P� . . . . .1 . I - - 1 . ,: ,. ., - -.,'... -'k' ,t -.., ., - - . x : . 1 , - . - 0 3 ,:. ., ca 1. f r . 1.1 .. . 1. r w - � . . . - - � t.: .. . _01111111111111 . .. PLOT DATE,) kov.. j 7:.5 ✓ .. - - . . xA.- C YYI �K F co1 _ 1 1 ,r . r. n CAI Q � a w U a INSULATION AND JACKET (AS SPECIFIED) \ MAIN DUCT SUPPORT WITH 1" MIN. SPIN--IN FITTING BAND CLAMP WHERE (NO SCQOP) �� (ROUND NECESSARY TO MINIMIZE SIMILAR) DRAWBAND ON SAGS AND KINKS IN FLEX FLEXIBLE DUCT DRAWBAND ON OVERLAP FULL DRAWBAND ON OUTSIDE (INNER SLEEVE) SEAL ALL V OUTSIDE OF DISTANCE OF NECK OF INSULATION AROUND (TYP.) INSULATION JOINTS VOLUME DAMPER JACKET (TYP.) (OMIT WHERE AND BREAKS IN DRAIN LINE SHALL 8E AT LEAST INSULATION AROUND 0 JACKET (TYP.) PROVIDED WITH VAPOR BARRIER THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN DIFFUSER) USE METAL ELBOW WHERE BEND RADIUS IS VOLUME DAMPER LESS THAN i DUCT 0m INSULATION AND (OMIT WHERE FULLY EXTEND DIAMETER (R/D < 1) JACKET (AS CLEANOUT CAP CDR PROVIDED WITH DRAWBAND ON PLUG DIFFUSER FLEX DUCT FLEXIBLE DUCT SPECIFIED) ) (INNER SLEEVE) MINIMUM 3 SCREWS W MAIN DUCT (TYP.) EQUALLY SPACED a, � E-4 SEAL INSULATION (WITH ' UND SRO LAR) DRAIN PAN Q SEAL ALL VAPOR BARRIER) TIGHT ~� FULLY EXTEND INSULATION JOINTS AGAINST CEILING ` ` ` ' "' ' FLEX DUCT AND BREAKS IN SEAL INSULATION (WITH VAPOR BARRIER VAPOR BARRIER) TIGHT SPIN-IN FITTING AGAINST CEILING OVERLAP FULL DEPTH OF SEAL REQUIRED TO OVERCOME CEILING DISTANCE OF NECK (NO SGODP) OPERATING STATIC PRESSURE DIFFERENCE DIFFUSER OR GRILLE (TYP.) SIZE PER MANUFACTURER'S RECOMMENDATION (MIN. 2") p. DIFFUSER OR GRILLE CEIILING 14DR I ZDNTAL DUCT CONNECTION DETAIL CONDENSATE NSATE DRAIN TRA�' VERTICAL ' DUCT CONNECTION , DETAIL., NTS NTS NTS � p += � o W d 4 Lu Z U DUCT NECK . SIZE Q INDICATED I ON PLAN } ~ i Q LU Q ADAPT TO NECK SIZE INDICATED 9/ cJ �� 1/2"x,II/2"x 1/2" R CEILING � GRID CORE 0�' NOTES SPLITTER I. FULL FACE WITH LAY--IN FRAME FOR 24"x 24" CEILING MOIDULE. DAMPER. DELETE J SPLITTER IF 2. PROVIDE ADAPTER AS REQUIRED FOR DUCTED RETURN AIIR APPLICATIONS. DOWNSTREAM DAMPERS ARE 3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT CEILING \ CALLED FOR IN SYSTEM DETAILS. PLAN. REVISIONS TYPICAL_ DUCT . TEE DETAIL RETURN AIR RI L. LE DETAIL.. NTS NO ' QATE NTS JOB No. G-6.•68• FILENAME CQI]I"IQ PATE DRAI,�II�I. BY ,n- A CHECKED BY SER MEGHANICAL ' DETAILS 6 Y 0 3 a. �., a PW� PC 1 X668 Ot+l$tIL7'\fr}�P r't , : O'T` DATtre fl6/OI Pk. T T hi 0:�0 ' f GENERAL N0jE5: �r. SFEC,IFIG NO 2_ I. FOR THIS CONTRACT, THE TERM "OWNER/CONTRACTOR" IN THE °= CONTRACTOR. I EXISTING UTILITY POLE WITH SERVICE TRANSFORMER (PROVIDED BY JEA. RULES AND REGULATIONS IS DEFINED AS THE CONSTRUCTION ( r - , JFA). ALL.• WORK DESCRIBED BELOW SHALL. BE .DONE IN ACCORDANCE WITH THE. JACKSONVILLE ELECTRIC AUTHORITY (JEA) 2. REPAIR ANY DAMAGE TO EXISTING PAVEMENT, CONCRETE RULES AND REGULATIONS . FOR ELEGTRLC SERI/ICE, LATEST EDITION. DRIVES, SIDEWALKS, .CURBS, GRASS, ETC. AND RETURN W LQGATION. AND°GONF[GURATlON OF- ELECTRICAL SERVICE ,IS SURROUNDING AREA TO ORIGINAL CONDITIONS. E-4 TENTATIVE. CONTACT MR. JOEL GUZZORT, PH (q04) 665--74721 JEA, BEFORE PURCI-IA!5ING ANY MATERIALS AND TGA- COORDINATE ALL 3. FOR TELEPHONE SERVICE, PROVIDE 1-2" PVC SCNED. 40 h~moi WORK. CONDUIT AND PULL WIRE- FROM THE TELEP14ONE BACKBOARD TO TIME PROPERTY LINE ON ROYAL PALMS DRIVE (NOT SHOWN). , 2 PROVIDE 3" UNDERGROUND CONDUIT FROM SERVICE BOX TO POLE REPAIR ALL DAMAGE TO SITE PER NOTE 2 ABOVE, o (STUB UP 6" ABOVE GRADE AT POLE). BURY CONDUIT AS CONFIGURATION DESCRIBED 15 TENTATIVE, COORDINATE EXACT o DESCRIBED BELOW IN SPECIFIC NOTE 4. LOCATION OF EQUIPMENT AND CONDUIT AND BELLSOUTH REQUIREMENTS WITH BELLSOUTH. JEA FURNISHED SERVICE BOX WHICH I5 CUSTOMER POINT OF HANDNOLE z SERVICE. CONTRACTOR :SHALL INSTALL THE IBOX IN ACCORDANCE 4. SEE SHEET E2 FOR LEGEND AND PROJECT NOTES. WITH SECTION 4.Oq OF THE JEA RULES AND REGULATIONS. �• PROVIDE UNDERGROUND SECONDARY (US): .4-300 KCMIL GROUND LUG CONDUCTORS IN 3" SCHEDULE 40 PVC CONDUIT BURIED 24" BELOW CHAIMFER EDGE— o GRADE TO SERVICE ENTRANCE EQUIPMENT. AVOID EXISTING UTILITIES AND. TREES. PER NEC, _PROVIDE WARNING TAPE 12" ABOVE o CONDUIT. AT BUILDING END'OF SERVICE LATERAL, TRANSITIONS OF CONDUIT FROM UNDERGROUND `6 V ABOVEGROUIND SHALL BE MADE II (I WITH PLASTIC COATED RIGiD 'GALVANZED STEEL CONDUIT OR RIGID II STEEL CONDUIT COATED WITH ASPHALTIC MASTIC. LEAVE 3' OF EXCESS. SERVICE .LATERAL CONDUCTORS COILED UP IN THE SERVICE BOX. JEA WILL PROVIDE CONDUIT .AND CONDUCTORS FOR RISER AT Q II I) o° POLE AND W1LL MAKE FINAL CONNECTIONS IN THE SERVICE BOX. FINISHED GRADE Q . PROVIDE SERVICE. ENTRANCE EQUIPMENT (SEE SHEET E4 FOR DETAILS). 6 \ `II d -■+1� ANCHOR BOLT TYP. LENGTH PER MANUFACTURER'Scn 3 \ v II J 4 RECOMMENDATIONS d 4 Q \ e - GROUND ROD CONDUIT v U5 = 0 4 4 1 tl \ 30 -0 4 u$ \ OL - 3000 PSI CONCRETE p Us —~ U5 �,. 2 Q PROVIDE #3 REBAR 1211 e Ua - � Us � �' q 44q 4 4 4 O.C. (HORIZONTAL) $ IN 5 \ (VERTICAL) ` ''' CONCRETE. T �wr U9 � U \ v US o 46 r (VIA P 0TOCELL U V ti (I \ Q ROUND 4 Q / \ � L I IST OLE OUNUA IONK']` _ Q NOT To SCALE O V ! [y O 1 \'� w `� PARKI,NC- �.OT \ \ \ '�\ � Q � \ ti � Z 1 C) EXISTINIG 1 Lk \ \ �/ ` xv 1 UTILITY EASEMENT BY O.R.V. 2828• PG. 374 REVISIONS NO DATE DEMOLITION NOTLES: z • . I. , REMOVE AND, PROPERLY DISPOSE OfF ALL EXISTING ELECTRICAL EQUIPMENT, LIGHT JOB NO. FIXTURES, DEVICES, AND "WIRE.-UNLESSi :OTHERWISE NOTED: REMOVE. EXPOSED G-ro�oa CONDUIT AND .WIRES (INCk.UDING ABoVEE 'DROP CEILING), FOR GQNDU{T IN WALLS 70 REMAIN, REMOV>= WIRE :TO SOURCE AND CAP, FOR CONDUIT IN OONCRITE" FLOOR, GUT FILENAME CONDUIT FLUSH WITH 'FLOOR: AND PATCH TO MATCH 5URROUNDING.y'SURFACES. FOR• :WALL . DDESP A MOUNTED DEVICES LN. W . LLS ..TD. R.El1AIlN REMOVE DEVICE ND 503( A AND LL TO U ! S ,. PA NG �5 �,R ,i N)'J•.PATC}-I' , DATE TG S R RO ND U• FACE 2. CQNFIRI`1 'WITH' GE,N1~RAL CON TfOR -AND ARCHITECT THAT' NO AaBE4TOS OFA OTHER• z; q HAZARDOUS MATERIALS: EXIST IN THE 1BUILDING BEFORE 5TAKTINQ WORK., ` IF ANY, PRAWN BY " SUSP'IGIOUS MATERIALS"ARE FOUND DUIRING .DEMOLITION TOP `HOR ltlMr EDIA'TEL AND' �'` V4S CONTACT `GENERALE TRACTO ON R. ; . P - � G EG ED 131' 5 CONTRACTOR SHALL VISIT 51TE TO FAMILIARIZE WITH EXISTING `CONDITIONS PIRIOR TO S , s BMITTI . BID. :. � ELEGTRIGAL. SITE. PLAN ....101 , R OF 4 1• i' 1. - F . - •- 'rr''.: ,.: .... . ..,F• ..; ': - - W:\G--66JiS\GONSl7L:TtM P\pDESP _ ' r ' 1 •04i40 �Do 1�z) c�l p _ LEGE ot N , PROJEQ1 !xENERAL NgIE95= 2X4' RECESSEDPARaeoLic FLouREScENT LIGHT FIXTURE. UPPER CASE LETTER 1. THE ELECTRICAL CONTRACTOR SHALL. PROVIDE THE ELECTRICAL PORTION OF THE A REPRESENTS FIXTURE„-TYPE. PROJECT... THIS INCLUDES, BUT IS NOT LIMITED TO: •TEMPORARY ELECTRIC SERVICE cn AND DISTRIBUTION FOR CONSTRUCTION PURPOSES; PERMANENT BUILDING-? SERVICE rr ... EQUIPMENT AND FEEDER DISTRIBUTION; TRENCH EXCAVATION, PUMPING, BACKFILLING 2 X.4 RECESSED LENSED FLOURESCENT LIGHT AND COMPACTION FOR ALL UNDERGROUND ELECTRICAL WORK (IF REQUIRED); NEW a FIXTURE. BUILDING INTERIOR PANELBOARDS AND RELATED FEEDER AND BRANCH CIRCUITS; s ELECTRICAL DISCONNECTS, DEVICES, BOXES,. SWITCHES, AND'LIGHTING FIXTURES; Icy 4' SURFACE MOUNT ENCLOSED INDUSTRIAL SYSTEMS; CONDUITS AND OUTLETS FOR' TELEPHONE, COMPUTER, AND CABLE T.V. SYSTEMS; AND COORDINATION WITH OTHER CONTRACTORS, THE ARCHITECT AND FLUORESCENT LIGWT. FIXTURE WITH DIFFUSER OWNER. . 1�1 1� 2. FOR THE PURPOSES' OF THIS CONTRACT, THE TERM "PROVIDE” SHALL MEAN TO SURFACE MOUNT FLUORESCENT LIGHT PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, TRANSPORTATION, AND SUPERVISION - STRIP REQUIRED TO FURNISH AND INSTALL. �1 0 WALL MOUNT LIGHT FIXTURE 3. APPLY FOR, OBTAIN, AND PAY FOR ALL REQUIRED PERMITS AND INSPECTION �1 CERTIFICATES, AND PAY FOR ALL FEES ASSOCIATED WITH E5TABL15WING ELECTRIC AND TELEPHONE. SERVICE. X z _ U SURFACE MOUNT LIGHT FIXTURE 4. THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL ELECTRIC SAFETY GODS, AND - NECA STANDARD OF INSTALLATION, LATEST EDITIONS, SHALL ESTABLISH THE MINIMUM REQUIREMENTS FOR INSTALLATION, BUT IN ADDITION, ALL WORK SHALL J �- i - ---- - J r -�- -- --- -- 'W=-�� - � - - _- v - --- - - - --- - - RECESSED INCANDESCENT, FLUORESCENT, OR HID ALSO COMPLY W1TW OSHA, STATE, COUNTY, LOCAL OR MUNICIPAL CODE I I a LIGHT FIXTURE, REQUIREMENTS. IN CASE OF CONFLICTS, CONFORM TO THE MORE STRINGENT �'T i I I1�I r� REQUIREMENTS, IN OASES OF CONFLICTS BETWEEN THESE DESIGN DOCUMENTS AND 125 r(�o F + M� REQUIREMENTS OF THE ABOVE CODES, CONTACT THE ENGINEER BEFORE PROCEEDING. I ILL. C-_- I 17, EXIT SIGN WITH q0 MINUTE EMERGENCY i I I ! ! G ® BATTERY. SHADED FACE REPRESENTS S. ALL MATERIALS USED IN TP15 PROJECT SHALL BE NEW AND UNDERWRITERS' II -� - I O ( O - r] ILLUMINATED FACE. ARROWS REPRESENT LABORATORIES UL LISTED AND LABELED -UNLESS OTHERWISE NOTED. ,.__. _.� L_�_ B B CHEVRONS ( ) I 6. SUBMIT SHOP DRAWINGS, CATALOG SHEETS, OR OTHER DESCRIPTIVE DATA WITH 124 �- � 10q f � -_L., I v` � � � SUFFICIENT INFORMATION TO ESTABLISH DESIGN, QUALITY AND PERFORMANCE. ! I 1 J ! ! I - -' EMERGENCY LIGHT WITH q0 MINUTE I� �' SUBMIT DATA FOR: SERVICE EQUIPMENT, DISCONNECTS, FUSES, PANELBOARDS, -- BATTERY MOUNTED AT 7'-6" A.F.F. - E / PROVIDE VICES, WIRE, CONDUIT, LIGHT FIXTURES, AND SURGE SUPPRESSION DEVICE. � I SUBMITTALS AS A SINGLY PACKAGE. I SINGLE POLE TOGGLE SWITCH 15 AMP j-T l j - r 7, PROVIDE EQUIPMENT NAMEPLATES FOR ALL EQUIPMENT INCLUDING SERVICE 120/277 VOLT WITH PLATE _. �' EQUIPMENT, PANELBO>ARDS, AND DISCONNECTS. NAMEPLATES SWALL BE ENGRAVED i THREE--LAYER:LAMINATED PLASTIC, BLACK LETTERS ON WHITE BACKGROUND. USE I I W -- --1� ` 1/8 INCH LETTERS FOR IDENTIFYING INDIVIDUAL EQUIPMENT AND LOADS AND I/4 INCH -��^ �� , �! _�__�___....___.-_- L_� THREE WAY TOGGLE SWITCH'; la AMP, 120/277 LETTERS FOR GROUPIED EQUIPMENT AND LOADS. FOR DEDICATED CIRCUIT POWER _�7^ �__.-_ _ __ �F - "-� �_--.______�L �. _ _ _ _- L_-_. �__�_.__ _ _- .__ -_. _. -_ _ -__ __- 1____. __ _ �. VOLT, WITH PLATE , __�_T-_� _ ._. ___ - _ � _.. _ __..__-__.__.__ .. _ __ ._.;.... V OUTLETS, PROVIDE EMBOSSED ADHESIVE TAPE, WITH 1/8 INCH BLACK LETTERS ON _W.__ ( cn � p CLEAR BACKGROUND. LABEL DEDICATED OUTLETS W1TW NAME OF LOAD, PANEL ' DIMMING TOGGLE SWITCH 15 AMP 120/277 AND CIRCUIT NUMBER. \ llq p VOLT, WITH PLATE 6, USE ONLY COPPER BUILDING WIRE WITH TYPE THWN/THHN (DUAL RATED) OR XHHW INSULATION (GIROUND WIRES MAY BE TYPE TW OR THW). WIRE SHALL BE s S lO7 S S S S r F -$P JEWELED TOGGLE SWITCH, RATED FOR DEVICE SLED AND COLOR CODED PER THE NEC. USE #12 AWG WIRE MINIMUM FOR POWER 110 � I I fo LIGHT AND PLATS AND LIGHTING CIRCUITS. ! ! SERVED WITH PILOT � _ . _ -_ _ . TR< _�-- q. ALL CIRCUITS SWALL BE RUN IN CONDUIT AND SHALL CONTAIN SEPARATE FAN. SEE EXHAUST FAN SCHEDULE ON SHEET GROUNDING CONDUCTOR SIZED PER NEG. TABLE 250-122 (Iggq EDITION). FINAL Ml FOR MORE INFORMATION CONNECTIONS (LESS 'THAN 6 FEET) TO ALL MOTORS AND OTHER VIBRATING 108 6 1 I J i T2" �, 60EQUIPMENT 514ALL. BE MADE WITH LIQUID-TIGHTFLEXIBLE METAL CONDUIT (WITH �--_-`-��T� T� I ( r ,3 GROUNDING CONDUCT(OR). FLEXIBLE METAL'CONDUIT (WITH GROUNDING CONDUCTOR) � II _• �,ginDUPLEX RECEPTAGLE, 20A, 120V, WITH GROUND SWALL ONLY BE USET? FOR FINAL CONNECTION (GESS THAN 6 FEET) TO DROP-IN "RED" AND PLATE. NUMBER IF PROVIDED REPRESENTS � � � +.: i LIGHT FIXTURES. NOPNMETALLIG FLEX CONDUIT OR TUBING SHALL NOT BE USED. � � _- i � LIGHT; d i -------�----------- WEIGHT ABOVE FINISHED FLOOR (IN INCHES). MINIMUM SIZE FOR CONDUIT 5HALL BE 3/�4". UNLESS NOTED, OTWERWISE, ALI,. � G B CONDUIT SHALL BE CONGEALED. INSTALL ABOVEGROUND CONDUIT PARALLEL OR � I PERPENDICULAR TO BUILDING LINES, PROVIDE "PULLWIRE FOR ALL l;MPTY.CONDUITS.. = DUPLEX RECEPTACLE,, 20A, 120V, W1TP GROUND AND PLATE, W/ BOTTOM MOUNTED . 6 ABOVE 10. TYPE MC CABLE SHALL ONLY BE. USED FOR 15 AND 20A, 120V BRANCH CIRCUITS COUNTER IN. EXISTING WALLS. . HOME RUNS' TO PANEL FOR THESE CIRCUITS SHALL BE IN EMT CONDUIT. - ON 104 rg) P_.L_ '` C L -I- P A� I QUAD RECEPTACLE, 20A, 120V, WITH GROUND 11, FOR EMT CONDUIT„ MAXIMUM 51ZE 5HALL BE 2 INCHES. EMT CONDUIT SHALL NOT I D AND PLATE BE USED BELOW GRADE, OUTSIDE, IN CONCRETE, OR FOR EXPOSED WORK IN AREAS ' S F WITHIN.B FEET OF FLOOR. PROVIDE COMPRESSION TYPE FITTINGS.___ ! � 105 12. PVC CONDUIT 5.HA►LL ONLY BE USED IN THE GROUND OR CONCRETE SLAB AND � -- - , o J (D _ Q WITH GROUND AND PLATE SWALL BE 5Cl4EDULE 40. ALL ELLS TURNING UP OUT OF TWE EARTH OR CONCRETE N SLAB SHALL BE ASPHALTUM OR PVC.' COATED RIGID GALVANIZED STEEL CONDUIT. t I _ ICJ(- ^?CIl jt ! _ �--_- r (� NOTE THAT PVC CONDUIT SHALL NOT BE USED FOR BRANCH GIRGUITS IN PATIENT I I + - I 1 I ; I ! I T h Q T qcE& 2p , CARE AREAS (SEE GENERAL NOTE 10 SHEET E3 FOR MORE INFORMATION), I I S I ' 1�'ODUI�iD1P�IGEPTAZL ; 1 �A',. 120V, S ! f " J (VIA 1-1- 13. NO MORE. THAN 3 CURRENT CARRYING CONDUCTORS (ON ALTERNATING PHASES) G PHOTOCELL_) . SHALL BE COMBINED IN ONE HOMERUN CONDUIT. ' 102 I -� t I 101 ( � SPECIAL PURPOSE RECEPTACLE W/ GROUND r 1 4 Q � AND PLATE 14. EXCEPT AS NOTED OTHERWISE ALL ELECTRICAL DEVICE AND JUNCTION BOXES � �--' -- T - - I I I I I .� �___�_______ I I o ! ! a I a w a SHALL BE MADE OF GALVANIZED STEEL. BOXES FOR WEATHERPROOF AND APPLICATIONS OR IN CONCRETE SHALL BE MADE OF CAST METAL, I I I - ____._____W. 1 ; i�l L I I L I L ! I i ------ WATERTIGHT I _z ELECTRICAL PANEL ` F _ _ F- - '1 I I I I 15. WITH THE EXCEPTION OF DEVICES ABOVE COUNTERS, MOUNT RECEPTACLES, I - '`A -� �'� O D O O O � -T I � I-- DATA, PHONE, AND T.V. OUTLETS 18d A.F.F. UNLESS NOTED OTHERWISE, MOUNT Ell DISCONNECT. PROVIDE NEMA 3R ENCLOSURE SWITCHES 45" A.F.F. (TO CENTER OF SWITCH) UNLESS NOTED OTHERWISE. CONFORM I I + I Z FOR ALL OUTSIDE DISCONNECTS. 'TO ALL A.D.A. REQUIREMENTS. ( I I ; ;I� ', i I I I ! ! C O _j J 1:1 61 16. PENETRATE FIRE RATED WALLS, CEILINGS, AND FLOORS WITH FIRE STOPPING II ! I I ! __. _ 4 MATERIALS IN ACCORDANCE WITH STANDARD BUILDING CODE REQUIREMENTS. L�� F ID COMPUTER OUTLET. PROVIDE PER DETAIL ON �------- 084" PENETRATIONS OF ALL FIRE RATED ASSEMBLIES SHALL BE MADE IN ACCORDANCE T � 11 r___ i i C, _ [C - - - __ �. --- --. -- _- -- -- -�I��,I_.. _. ..- R ._. _ _.-_ T _ __. _� C- ��- 4 SHEET E4. BOX AROUND SYMBOL REPRESENTS --- 11 ,�r I 1 I I �_ - -.^--- _ _ FLOOR MOUNT W/ COVER WITH THE FIRE RATED ASSEMBLY S UL LISTING, AS APPROVED BY THE AUTHORITY - , + ` - - S` " �' ` S HAVING JURISDICTION. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF FIRE - r - WALLS, CEILINGS, AND FLOORS. I I 103 �$�� TELEPHONE OUTLET. PROVIDE PER DETAIL ON 17. DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC ONLY. REVIEW ARCHITECTURAL, � I I I _ D - � —��}. .._. _. __ _-. _.._ --_ .-_ .._ __ :" SHEET E4, NUMBER, IF PROVIDED, REPRESENTS I �� -=-= - =- HEIGHT ABOVE FINISHED FLOOR (IN INCHES). MECHANICAL, AND PLUMBING DRAWINGS AND COORDINATE WITH OTHER CONTRACTORS - -�� E- TO CONFIRM EXACT LOCATION FOR LIGHTING FIXTURES ELECTRICAL DEVICES AND -------j BOX AROUND SYMBOL REPRESENTS FLOOR ` EQUIPMENT TO AVOID) INTERFERENCES BETWEEN RACEWAYS DUCTS PIPING, AND I I 1 l I I I I 1 MOUNT W/ COVER r - ! 100 STRUCTURAL MEMBERS. RELOCATE EQUIPMENT AS NECESSARY TO MAINTAIN NECNEG ! I, ` ! �` I I r WORKING CLEARANCES. JUNCTION BOX , PER NEC 15, PERFORM CALCULATIONS, DEVELOP FINAL PANEL SCHEDULES, POWER RISER _44 DIAGRAM,' AND ELECTRICAL CIRCUITING AND ANY OTHER DESIGN TASKS REQUIRED w® 123 FOR PERMITTING. SIZE CONDUCTORS GROUNDS, CONDUIT, OVERCURRENT ' I - I - I W ! SIGN C � ` WIRE ARC. ARROWS'REPRESENT HOMERUNS. ! ��'�"- ��" r I PROTECTION, AND DI aCONNECTS FOR ALL HVAC, DENTAL EQUIPMENT AND ANY ( ; (VIA TIM WITCH) I --- - - HASHMARK5 REPRESENT CONDUCTORS,(LONG I I II F� OTHER POWER CIRCUIITS (SEE MECHANICAL PLAN FOR LOCATIONS OF WVAC HASWMARK '15 NEUTRAL). GROUND CONDUCTOR A �' EQUIPMENT). LIMIT !LIGHTING CIRCUITS TO 1500 WATTS. LIMIT GENERAL PURPOSE � I I ! I - I � O NOT SHOWN. , RECEPTACLE CIRCUITS TO SIX OUTLETS PER CIRCUIT. PROVIDE CALCULATIONS, - PANEL SCHEDULES, POWER RISER DIAGRAM AND CIRCUITED LIGHTING AND POWER _ EMIT PLAN TO THE ARCI417ECT. _ PI IOTOGELL) -AAAA?- FLEX CONDUIT, PER SPECS 19. THE ABOVE NOTES APPLY TO ALL ELECTRICAL DRAWINGS. .T 2 REVISIONS NO DATE SPEAKER, CEILING MOUNTED 0 VOLUME CONTROL ANMS: SPECIFIC S: 1. SOME JUNCTION BOXES AND FLEX CONDUIT NOT 51-IOWN FOR CLARITY. PROVIDE O JUNCTION BOX FOR DOCTOR FURNISHED / CONTRACTOR INSTALLED DENTAL LIGHT. JUNCTION BOXES AND) FLEX CONDUIT AT FIXTURES WHERE APPROPRIATE, COORDINATE WITW GENERAL CONTRACTOR AND DENTAL EQUIPMENT SUPPLIER TO TELEPHONE. BACKWARD PROVIDE BLOCKING AS NECESSARY FOR DENTAL LIGHTS. BLOCKING SHALL BE 2. PROVIDE LEVITONI DECORA SWITCHES, OR EQUAL, TWROUGHOUT THE BUILDING, PROVIDED BY GENERAL CONTRACTOR (TYP. OF SIX EXAM ROOMS). T TELEVISION OUTLET NUMBER IF PROVIDED JOB NO. '-` 8.411 REF'R65ENT5 HElGt=1T.;CRONE FINISHED FL„oORr 3• SWITCHES WHICH ARE BACK-TO-BACK ON COMMON WALLS SHALL BE OFFSET 6" MINIMUM TO AVOID SCOUND TRANSMISSION: PROVIDE DISCONNECT, JUNCTION BOX AND CIRCUIT FOR LIGHT (IN INCHES). O FOR WALL MOUNTED SIGN, COORDINATE EXACT LOCATION WITH OWNER. FILENAME ' 7 s TIME SWITCHLP S AHEAD OF ALL 4. WIRE TYPE H EM1ERGENCY LIGHT FIXTURES AND EXIT SIGN EA SERV!=D, DARKROOM 'BRED" LIGHT FURNISHED BY DENTIST AND INSTALLED SWITCHING ON SAME (CIRCUIT AS LIGHTING FOR AR END 1?WC ELECTRIC WATER .COOLER 5. ALL LIGHT FIXTURE BALLASTS SHALL HAVE AN "A" SOUND RATING. BY CONTRACTOR. DATE 'GFI STALL LIG 6. PROVIDE ALL REC,d?UIRED HARDWARE AS NECESSARY TO PROPERLY IN NT 7�1� 01 GROUND FAULT CIRCUIT, INTERRUPT ; FIXTURES. ,RS G.` LVAN 17-ED'RI ID'' EEL Y G, f�, G Y DRAWN B ST. 7: PROVIDE INSULATIED CEILING (I,C..) RATED FIXTURES WHERE RECES5EED ' INCANDESCENT,' COMP)AGT FLOURE5CENT OR ,LOW VOLTAGE LIGHT FIXTURES COME NoT .'IR CONTRAGT` INTO DIRECT CONTAGTr WITH INSULATION. PROVIDE. U,L, FIRE RATED LIGHT FIXTURES CHECKEq BY FOR FIRE RATED CEILINGS. TYP TYPICAL DW. 8. . COORDINATE LOCATION OF LIGHT FIXTURES WITH__OTHER TRADES PRIOR TO N .%E2 7 U .NO UN�.�SS NOTED,OTHERWISE INSTALLATION, - ELECTRICAL LIGHTING A q. PROVIDE PHOTOCELL FOR CONTROLLING .EXTERIOR LIGWTS, MOUNT ON NORTWSIDE " _ 1 11 WP. WEATHER PROOF ( ' C;FL) ROOF. EXACT L TION WITH ARCHITECT. 1 �O OF � F. COORDINA`1T`E OGA .. � 1�4 , - OF W\.G668\CpN9tJLT\ IEP DPIwLP.DW , NOT 6/01GOr t[i 14:02=21 rens at? a .. - - , G , 4 _r y'.:. 5y� "/ - a _ • 11 " .-. :.' - _ -1 i Ty - 1 ,1�1 ^ , c� a r .. ^^ � . _ r W ... 1. co . - w �: ra y?r - - &4 0 ' GENERAL -Cs: C'.a 1111 .� W � 1. i. 51ZE �OF DISCONNEGTSi FUSES, CIRCUIT 'BREAKERS, WiRINQ AND C' 4 CONDUIT FOR�.:NVAC AND OTHER MECHANICAL=. EQUIPMENT IS BASED ON 1�1 . CA AT . THE i'1ECNANICAL BA515 OF:-DESIGN. . 1F TI-IE ,ELFCTRI L DATA p� . . . - ' ' VARIES 'FROM [ 1ECNANICAL. SCHEDULES RES(ZE THE RELATED'. W . ' .ELECTRIGAL';6MPONENTS PER TPE NEC AND MANUFACTURER'S U � RECOMMENDATIONS AND SUBMI. FOR APPROVAL. 0 . i _ = 0 . . a . 2. PROVIDE,VHEATING, AIR CONDITIONING,` AND :REFRIGERATION (HACR) O RATED CIRCI It BREAKERS FOR PVAC1 . EQUIPMENT. z _::, 3. PAINT CIRCUIT BREAKER FOR -SECURITY SYSTEM (CKT A-42) RED _ ---_. - - --- -�--_ C] . - __._-------- - --- - _ __� _ ,T� _ . .--__-._._.-_ _ _ _-i. _ _ - - - f: 'AND PROVIDE''LOCK-ON. ___ -- - �---1 _ r (tom _r_ �_ _I - _ _-"----' ---"- d2 4•. REC! PTACLES .WN ICN ARE BACK-TO-BACK ON A COMMON WALL (� h . SHALL BE OFFSET 6" MINIMUM, TO AVOID SOUND -TRANSMISSION. __-- 112 ___ � - _ 113 J 114 j i� t . mi I 5. ALL MOTORS SHAL[. NAVE INTERNAL OVERLOAD PROTECTION AND 25 N i I /P � � Ij ic� A� /P � . I SHALL. NOT REQUIRE A SEPARATE STARTER. � MICRO. / q / iQ / I ; ! . I �I- 1Oq P-28 / I I / / V .. 6. , PANELBpARDS SHALL BE NEMA PB1, WITH-COPPER BUSSES AND . � I j FI - k G{FI- -_ AFI - B4 1 OLT-•ON CIRCUIT BREAKER5, AiC RATING ,AS INDICATED. PROVIDE 5 +�+ �Y�T �` (I/ ___ _ __._ _ - . .• .. EXTRA -- - ow R, . - I I ,� I'� ,CONDUITS TO ABOVE CEILING FOR RECESSED PANELS. P-14 1� - r� r FI CFI AFI- ,& I18 I , ro C2 - .. C7VIDE 7Y.PED PANEL SCI-IEDfJLf S. VAGUUi�1 L.�'__1 ___ __� __ ' PR T� j ' . _j I E �_ I _ I �-TSI ! as � �- 124 .` P-2� r i ��. .._ i ii ! R`-� �' 7. SAFETY SHITCHES SHALL BE HEAVY DUTY, FUSED OR NON-FUSEE) I I �� REFRIG. I I I I� I I1 w t1:1o w AS: INDICATED QUICK--MAKE. AND QUICK--BREAK HORSEPOWER RATED, 1 I .L I ! I l; I I r� E I I I------MINIMUM RATING 250 VOLTS A.G. P-15 2 \ l I 1 P_3 I I I � 914 f COMREs. - -1- _ _. P� ._ i - --1-- - _ _ ._ -. - _. ._ -1- - -- - - - -P _ I �'\ C N CTS' TE WITH DENTAL. ',EQUIPMENT CONSULTANT AND GENJERAL 60" Bo" 1 I y Q ,}}� �, i' I . v 8:: COORDINA .. TO ENSURE PROPER INSTALLATION OF DENTAL. � V �� ____- �! `� _.___ - �_ � , I � m _.__ O TRA R TACK _.__ _-_ - �� E',, . _. . . . r AND TYPES OF POWER DISCONNECTSW __-- - _.__r �_ _ cn - -- - -1 _ - - - - - - _ _ --'-__...__--L- - - - -L- � I � EQUIPML NT INCLUDING EXACT LOCATIONS - I _ �._. � _ _ __ .__ _ __ __ k S ND`'A Y EQUiRED LOCKING WH1GH SHALL .BE INSTALLED P _ _ ��_ rG r ! I it C w . OUTLET A N R B ( - •- �Y G ENERAL .CONTRACTOR),'. .NOTE THAT ELECTRICAL' DESIGN FO)R 1 J _ _. Y ~1 �\ }7ENTAL J QUIPMENT 15 BASED 'ON A TENTATIVE .BASIS OF 'DESIGNI. ! I r 1 �--___.-_-.1 I I l lq IF NECESSA. RY, RESIZE THE RELATED ELECTRICAL COMPONENTS PER (D EWC I I �N 117 ; �; THE NEG AND' MANUFAGTURI�RIS RICOh1MENDATIONS ANp SU13111T FOR '�- P-3� I I 107 REFRIG. \ 9 I, APPROVAL; I I TRIMER P-39 � PAN. XRAY IIII IL _J -3 � �; ��WONEB� R - _ t - - -_ _� § _ -_ __ r P-37 -_ -_ �_ - - .� . . _.�§- T--- - Pr 13 - _ _ -� _ i I o . q,, , GUT. AND REPAIR EXISTING CONCRETE SLAB >AS. NECESSARY -TJ"O A- 27 j (- -�`� T r-r - , �. . - INSTALL FLOOR, OUTLETS AND CONDUIT. COORDINATE WITH • i I __ ! I I �IL -� G,FI , � i1 c10.0 . i iMECHANICAL: PLUMBING ANp GENERAL CONTRA TOR TO KEEP SLAB 1Q8 I ! -� ,,,r, i E . . �1 _-_ 1 1 AUTOCLAVE _ -i 116. 4 --. I.-- --__ - .MUM. - T T _CUTTING AT A MiNI I _.-_.r---� - }� � ; _ � � O GFI ; IP-32 ; � _ O - .`_.__ . ,_ GF �� DATA BOX %; TO,. PER NEG :'ARTICLE 517, ALL BRANCH CIRCUIT (�li( ING `SERVING I ; � i I - -�I - - 35 FILM P -- -"r AND CONDUIT ; 1 ; I . " PATIENT GARS AREAS SHALL BE IN METAL CONDUIT (PVC GONDU'IT IS PPP�5, 17, 1(1 ' 111 1 60'4 P--34 GFI GFI , FOR FUTURE ! --'---_----" I . -NOT 'ALL,OH5D):. RTU - - FI i _ .__ 1 -- I-II LATHE , I - 1 r- - 121 f . � ' _�D � _a _ _ °+ l I . . . I I P 35 1 �-- - i- 11, : EXHAUST' FANS EF�1 TROUGH :EF-{4 ARE. ON CIRCUIT P�41 (HIRLE --- E1 _ I I ,_ --- I I ARCS`AND ,.l IOI"IERUN NOT sPoPq FOR CLARI"I Y PROVIDE 120V 7(5 r - I I EFTI AUTOCLAVE A '}�j i �° i j 111. „ IN AN W N. 00 o uNl ` , 110 - +--- ! I I Q 1 1 I Q CONTROL CIRCUITS FOR 1NTERFAC G F S IT R FTP T5 � _ P-36 I ,�F RTU'S SEE r ECNANI,GAI. .SEfs?UENGE OF OPERATION ON SHEET 11`'11 10.4 GFI i I i I c } I D i GFI 115 L FoR,.NORJ )N,00kMAT ON: - ___L.. � L:_ _. \ I I I I , ; .. 12. .G RDINA E 'WITH PLUi`1BIN • . GROUND MEDT L _._ __-- 00 T, G CONTRACTOR TO G/4 `ti'i \ P 7 + O {(/^�\� GAS LINES� SEVERAL POINTS PER NFPA qq. \ - - - 105 j �_- -__ ---I \ �; _ . _ ._I _._ �I I - I� t ` - - i 11 I FI WN I GF GFI CxFI ! CxFI 13: SOUND .,5' '5TEM, INCLU©ING. .SPEAKERS, VOLUME CONTROLx �. _ _ _.._J __ _�___ .� I FI AMPLIFIER;-' ETC.' IS PROVIDED BY OT1 iERS (SEE REFERENCE :TO __�I__ _ _ ILO L __� I �T _ _.�._ _ 4-� prL�" Alf~OWANCES 1N SPECIFICArt'IONS). PROVIDE,.BOX, CONDUIT AND PULL ____ 5�5 V I I i 1 i� U/S GLEANER T i I I I �t P L p - 1 1 P-22, 24 I { _, WIRE FOR VOLUME CONTROL DtVICES ,AS SHOWN. COORDINATE WITH I I I P 33 I L SOLND. SY% . STEM PROVIDER FOR EXACT LOCATIONS. 2O CO DUIR I i I WATER NTR� .j I I J _� __._ .-. ___�_.._;J I I' ♦ 1 L� N �L . F R FUTU E 102 I I ! r- -_ -_ ----� - l , ! I I /Q I ! I ! I _!_ - -- 122 L-1 {- � : , .,: 14. SECURITY SYSTEM IS PROVIDED. BY OTHERS (SEE REFERENCE: TO I - J U 1 . . WP , 5 ALLOWANCs.'-IN. SPECIFICATIONS): PROVIDE BOX, CONDUIT AND PULL _ -_ - - - I I i I I P 21, 23 2 _ I -� N EXIT NOT SHOWN ON DRAWINGS .. COORDINATE V�IITN �;-- -__--_-- ! I ! I I I RTU -2 1 I ; 4 w-► . 'HIRE AT EAG ) co ( i _ ! ! I I Q Q SECURIT'r SYSTEM PROVIDER FOR EXACT LOCATIONS AND I I i U r REQUIREMENTS, ---. - - - - --- --- - __ _-- - -, I I ! i ! I 1 I I i i 1- - ! I I'IPI` I ' I il I ( - i c0 Z . I I _ ;il �,, ! I I. _ - - I 101 ' �, ! P-q O � SPCC I F LC 1�DTS: I 103 ' I ! I __ I '! i . _ I , Q -I - �..� 1 I I 1 I I OG I (- Lu 4 , . 2 I/2" COMPUTER NOI"IERUN. PROVIDE PER DETAIL, 3 ON Si-1EET E4 1 I ;'1j I I ! I I ' FI ((� ,'., 1 . .1 . . .. .1 (D (EXCEPT PR' , .. „ n « �! r _ �._ - -L _ OVl E 2 i/2 CONDUIT AND 6 X 6 JUNCTION BOX) - W -- -- -- _. _ ._ ._. _ � -- -- -- . _ __. -_ _ .._ _ _-- .... _ _- _-- _ _ _ _-- -- I ' . 1 r-- -� I __ DENTAL EQkJ1Pt'1ENT CONSULTANT FURNISHED AND CONTRACTOR I I I Y -I� ! __ __ __ T7 -_ - I i T�� -- - T 1. .11, . . 1. . � . . . 2 ---- ---, r 11 ! I 1 , I I _ I T d a _ 1 u IN5TALLED� .LOW--VOLTAGE JEWELED SWITCHES TO CONTROL � � , I I t : ? i i i I! ! I 1I I ! I - - COMPRESSOR, .VACUUM, AND,WATER VALVES. PROVIDE CONTROL ! I _. _.__ .____ ___._-- _ _J , ! - - . WiRtNU AND 'CONDUIT. --r- -, -- _ �t _L ----. __ I I I 1 . . . , 1 �_- -��._ ' w __ _, ,-J r�:._. .__R�T. -- ff tom"" 7 r--I 3' FLOOR--MaUNT QUAD RECEPTACLE IN BOX WITt-I ' BRA55 GOVER.,PILATE. i_______� �` __1_- f� ; I I � I ! I I j °I I -�� SEE ARENITECTURAL, FLOOR PLAN. FOR LOCATION: ALSO, CONFIRM 1-1J i I , I ! � I 1 �, I . EXACT LOCATION. -AND ORIEN`t'ATION WITH DENTAL EQUIPMENT 2'' GoNDUIT �� ! I i i I Q I 5 1 CONSULTANT "ANp PLUMBING. CONTRACTOR (TYP. OF 6). � ! I ' -- � � '� i I ! 4 11 I ! COPIER FAk. 1 I I I I ? A-34 A-36 I I I ! I GOORDINATE. 'WIT" DENTAL EQUIPMENT COMPANY AND PROVIDE LL.OW ' I . '� j 1 6 6 .- : I � 6' 1 . I " I �D I VOLTAGE NIRING' BETWEEN X,,RAY AND REMOTE EXPOSURE STATION { �I I I I I I 3 T 1 11 .__. -- AND GONTRAC"TOR PRO�/IDED .EIDWARDS 810 PUSHBUTTON (TYP. FOR ; I 1 i, 1 I 100 sx I I 1 I I 1 T� ! EXAM. ROOMS, NOT .SHOWN FOR ALL ROOMS FOR . CLARITY} I I I I I I I I i GFI. Fa u . EACH of 6 �- _ . _ - _ - � _ _ - - - - � .. -- -_ '- - -- - - - -- -" _ -- ' -_ - __ - ._ �_ .-y _- ----...-------------------.j _ -`-GFI . :21, CONDUIT..AND' PULLWIRE RUN UNDER SLAB TO UTILITY WALL I - - - - OR CABINET,- (TYP.). . (�). REVISIONS PROVIDE TV OUTLET AND RECEPTACLE ABOyE C!~ILiNG FOR TV. No DATE. COORDINATE EXACT LOCATION WITH DENTAL EQUIPMENT.1 ENT GONSUL'TANT . .AND ARCRITE(tt (TYP:. OF 6).. . , - . . . FLOOR MOUNTED QUAD OUTLET FDR DENTAL AUXtI.IARY UNIT. n . MOUNT BOX. HO,RIZONTALL:Y JUST ABOVE FLOOR:'' .'COORDINATE EXACT ".. " LOCATiON;.,AND :REG?UIREMENTS WLTN DENTAL `EQUIPi"1ENT CONSULTANT . (TYP: 'OF 6' r - - 8 COORDINATE kACT LOCATLON FOR `RECEPTACLES AND.-PHONE AMID JOB NO. . . CA INE• S WI .N. ARCHITECTURAL INTERIO - ' DATA dUT1rETS BY B T TR C-�oGa.B ELEVATIONS (EYP:). . FILENAME , � . 1(�) RECEPTACLE MOUNTED ABOVE CEILING FOR N20. ,ALARM PANEL - . . (PANEL PROVIDED BY OTHERS;). COORDINATE ;EXACT LOCATION WITH DDEPP . DENTAL EQULPMI"NT CfQNSULTANT AND D1=NTiS7 -INSTALL .WIRE PROVIDED DATE . .. . . . BY 'DENTAL CONSULTANT .FROM. GAS: 1`'1ANlF©r^1D TO NITROUS' AL:AIRM IN RM` I15. ' 7-616-01 .' 11 . . 11 I . . . . . . . �.T :, : ' ., "•::- y, 6. - RAWN EKY i.'- a, LFP. NT: S D . '1 o, SERVICE " ME EE SHEET E4 FDR MORE INFORMATION.: . f.. 'R 6 �, ,- L.. % ,, d c,. - _ • . ...i�. .. `' ;,., .f ry;� . 'OMET .FOR`'WATER SHU.TOFF`-VALVE. COORO NATE EXACT WCATION. - ,. Cw!~CKE❑ B i' a . 0 . .. . r , ` DNS r . . . . ;� - . . . . . . . . . . , . Yh 1. , S ri ,,; + V • 11 L . .,�:,., t��QV�.._ . ."1,� ,,�,� ,- "-,� .1 .,. ,_.��:-, _-11 'l-1,, I . . ., 1. A . I 1 . . . . t ' I . � - . .: _,"* M . E.3 - . I .1 1/4" 1'-D" . I. . h - .,. r - . of 4 . y d , , '..:, y %.1 T �,. ..t ...:. �... w"f.a: .., ,. . nvf\G-66&\GON5lJLT\f IEP\DDEPP.OWG PLOT OA gt?s 7l16/O� PL T h1�:. 14:03:1 . . . - �v�� . ' . 1 i., . , r . , �,,., _, .. . OCA � c.. 1 .. . ^ren.. . y,;.. , ... . . r"N x , Y 1 FIXTURE SCHEDULE TYPE F1.U51wt MT: NEMA I MAIN BUS RATING; 400A TYPE: FLUSH MT. NEMA f MAIN BUS RATING: 225A I„r I�� I N i< i �U { FMLC I, MAIN BREAKERI MLO FRAME: TYPE: BOLT-ON O LAMPS Dl?SCRIPTION / .INSTALLATION FANEL - A.' L» .. » I'iAfN BREAKER: FRAME: TYPE: BOLT-ONMARK MANUF. CATALOG N ua�r No 1•�-pE (UNLESS INDICATED OTNERWI5E) ,, i20/208V 3PF1 4 WIRE 22K AIC VOLTAGE: 20BY/120V 3PH 4 WIRE.. MINIMUM: 22K AIG TS CRI 85 TROFFER, TH TAGS , , > MINIMUM: q - 12 20 VOL COLUMBIA 4P524-332G-FA A 3 � i 2x4 -LAMP LENSED TRD R 20% D ANCN CIRCUIT DEVICE DEVICE BRANCH CIRCUIT BRANCH CIRCUIT DEVICE 2EBB 120 (4100K) ELECTRONIC BALLAST •` �� i REVILE BRANCH CIRCUIT 159 LOAD i Loao Q o o_ ca ,� (KVA) IN ci 4 n o ,; iu, a o _ r ` SERVING SERV G _ o B COLUMBIA 4PS24-232G-FA-Al2 2 TB, GRI 85 l20 2x4 2-LAMP LENSED TROFFER,- 20% TWD a Q Q (KVA) (4100K) ELECTRONIC, BALLAST "S SERVING SERVING S aQ a a a EBB 120 a a ;. MA485 7 26% .TPD 1 2p I 12. 1.2 3/4 XRAY, RM 112 0.4 11.2 PANEL A 3 125 2 i 20 I 12 12 3/4 LITESt RM I.1 1,1 RECEPT, RM 3/4 12 12 t 20 2 G COLUMBIA VP24�432G- 4 TB, GRI 5 120 2x4 TRAMP PARABOLIC T 4EB8 12D (3500K) ELECTRONIC BALLAST " I, 4 3 20 1 12 12 3/4 LITES, RM 1.1 1.1 RECEPT, RM 3/4 12 12 1 2D 4 H 3, 20 1 12 ...: 12 3/4 XRAY, RM 113 0.4 11..1. :I VP24-332G-MA36S 3 T8 CRI 75 2x4 3-LAMP PARABOLIC, 20% TND ! 5 2Q ,1 12 i2 3/4 XRAY RM 114 0.4 13;9 , " " 6 5 20 1 12 12 3/4 LITES, RM i.t 1.1 RECEPT, RM 3/4 12 12 1 20 6 D COLUMBIA 120 ELECTRONIC BALLAST 3EB8 120 (3500K) T � 0,4 II n 6 7• 20 1 12 12 3/4 LITES, RM 1.1 I.I . RECEPT, RM 3/4 12 12 1 20 8 V 7 20 1 1 12 3/4 XRAY, RM 121 4' ENCLOSED INDUSTRIAL, SURFACE o - u II iD q 2O I 12 12 3/4 LITES RM 1.1 1.1 RECEPT, RM 3/4 12 12 1 20 10 E COLUMBIA LUN4-232--EBB 120 TS, CRI 75 120 O i 12 12 3/4 XRAY RM 122 0.4 2 (3500K) MOUNT W/ 20% THD .ELECRONIC BALLAST ' q 2 j ii 20 1 12 12 3/4 XRAY, RM 123 0.4 " 12 11 20 1 12 12 3/4 LITES, RM 1.1 1.1 RECEPT, RM 3/4 12 12 I 20 12 i BR-30 120 6" INCANDESCENT DOWN LIGHT, � 13 20 1 12 12 3/4 X-RAY, PANORAMIC 0,6 0.6 VACUUM RM 124 12 12 3/4 2 35 14 13 2Q 1 12 12 3/4 LITES, RM 1.1 1,1 RECEPT, RM 3/4 12 12 1 20 14 F PRESCOLITE PBX--TBW15 75W W/ WHITE BAFFLE z r EXIT L16WT 15 45 3 6 10 3/4 RTU-1 4.3 0.4 LED II It 16 15 20 1 12 12 3/4 LITES, RM I.i 1.1 RECEPT, RM 3/4 12 12 I 20 i6 120 ORL2 FACES AND E©EVRONS AS IND GATEp j " 4.3 0.4 COMPRESSOR, RM 124 12 12 3/4 2 20118 17 20. I 10 10 3/4 LITES, CORRIDORS 1.4 1.1 RECEPT, RM 3/4 12 12 I 20 18 G PRESCOLITE LEDR X Na W W/ 90 MIN BATTERY,' DIECAST ALUMINUM 17 SELF POWERED RECESSED EMERGENCY lq " " 4.3 " " 20 19 20 I SPARE 1.1 RECEPT, RM 3/4 12 12 1 120120 H DUAL-LITE EZ-2R 2 PAR 36 120 LIGHT W/ qo MIN BATTERY. MOUNT IN 21 45 3 6 i0 3/4 RTU-2 4.3 0.6 WATER NEATER, RM 115 10 l0 3/4 2 30 22 21 20 1 10 10 3/4 LITES, EXTERIOR 1,1 RECEPT, RM 3/4 12 12 1 20 22 CEILING 4 3 1 } " " 24 23 20 1 12 12 3/4 SIGN 1.2 1.1 RECEPT, RM 3/4 12 12 1 20 24 1 PRESCOLITE CFR813UEB--ST492A EOL 2 18TT 124 8" COMPACT FLUORESCENT DOWN LIGHT U 23 1SW W/ ELECTRONIC BALLAST, 209 TND .25 li n 4.3 1.2 REFRIGERATOR, RM 109 12 12 3/4 1 20126 25 20 1 12 12 3/4 SOUND SYSTEM 0.3 1,1 RECEPT, RM 3/4 12 12 I 20 26 I 0 28 27 20 1 12 12 3/4 PPONEBOARD 0.3 1.1 RECEPT, RM 3/4 12 12 1 20 28 VANITY LIGHT 120 OWNER FURNISHED / CONTRACTOR cq 27 20 1 12 12 3/4 DENTAL CHAIRS, RM 112,113 1.1 1.0 MICROWAVE, RM 10q 12 12 3/4 2 INSTALLED VANITY LIGWT, WALL MT. !-j as a �-1 29 20 1 12 12 3/4 DENTAL CHAIRS, RM 114,121 I,1 0.6 ENC 12 12 3/4 I 15 30 2q SPACE 1.1 RECEPT, RM 3/4 12 12 1 20 30 DENTIST INSTALLED K DENTAL LIIGNT 120 FURNISHED BY DE AND ! ST D 31 20 1 12 12 .3/4 DENTAL CHAIRS, RM 122,123 . 1.1 1.2 AUTOCLAVE, RM 115 12 12 3/4 1 20 32 31 SPACE I.I RECEPT, RM . 3/4 12 12 I 20 32 BY CONTRACTOR 1.0 COPT ER RM 103 3/4 12 12 1 20 34 OWNER FURNISHED / CONTRACTOR' ra GLEANER RM }15 0.5 1.0 ` FILM PROCESSOR 12 12 3/4 I 20 34 33 SPACE L CEILING FAt`�l 3 60W GANDL. 120 INSTALLED CEILING FAN 33 20 1 12 12 3/4 ULTRAS. , RM I10 0.6 1.2 AUTOCLAVE, RM IIS, 12 12 3/4 1 20 365 SPACE 4.6 FAX, RM 103 3/4 12 12 I 20 36 INLAND. W °i 12 3f4 . LATHE, 35 2D I 12 38 2 8 CRI 75 120 2' STRiP WALL MT, W/ 20% THD 3 30 38 37 SPACE SPACE M COLUMBIA C52-217-EIBB 120 37 20 I 12 12�3/ TRIMMER, RM i10 0.6 TVSS 3�OOK) ELEGTROt& BALLAST 39 15 1 12 12 3/4 REFRIGERATOR, RN 110 1.0 '� " 40 3q SPACE SPACE 40 ,I I, 42 41 SPACE 0.4 SECURITY SYSTEM 3/4 12 12 1 20 42 N COLUMBIA 4PS22-231lU1-G-FA-Al2 2 TS CRI 75 124 2x2 2-LAMP LENSED TROFFER, 20% TND . 41 15 1 12 i2 3/4 EXHAUST FANS 0.3 EBS 120 (3�OOK) ELECTRONIC BALLAST . TOTAL CONNECTED LOAD: 32,8 KVA i T8 CRI 75 3' UNDERCABINET LIGHT, WHITE, 20% THD TOTAL CONNECTED LOAD: 84.6 KVA O COLUMBIA UC36-125--!E88 120 (3�00K) 120 ELECTRONIC BALLAST TOTAL DEMAND LOAL7: 85.3 KVA TOTAL. DEMAND LOAD: 36.1 KVA 1 8 GRI 75 12Q 4' UNDERCA51NET LIGHT, WHITE, 20% THD P COLUMBIA UG48-132- EBS 120 (3�00K) ELECTRONIC BALLAST , NOTE: SIZES GIVEN FOR ALL CONDUCTORS, GROUNDS, CONDUIT, AND PROTECT CVE DEVICES IN PANEL SCHEDULES ARE BASED ON 2 26TT 120 8" COMPACT FLUORESCENT DOWN LIGHT Q PRESCOLITE GFR826UEB-ST4g2A EOL 26W W/ ELECTRONIC BALLAST, 20% THD PREL-iMINAR`t'' 'DESIGN. CONTRACTOR SHALL. CONFIRM. ALL LOADS AND RESIZE PI P, NEC, IF NECESSARY, R PRESCOLITE PBX TL31 I 60W 120 WHITE sNOwI�R LITE, w/ LENS, wE-r A19 LOCATION 1 PAR 38 120 0 INCANDESCENT DOWN LIGWT, S PRESCOLITE PBX-�TBW15 qOW W/ WHITE BAFFLE Q w T LURALINE 14014 XUHM1MN50W(o 208 WALL MOUNTED DECORATIVE LIGHT, WET 1 50W MN LOCATION,. BRONZE, ALUMINUM, WITH HOOK ARP. 'MOUNT :ABOVE SIGN. U SPAULDING CEI-PM-�M�100 -IV-120 DBZ 120 POLE MOUNTED AREA LIGHT, SHOEBOX, � Q I 40OW MH VERTICAL LAMP, BRONZE, ALUMINUM Z e Q 25' FOOT ROUND TAPERED STEEL POLE, V SPAULDING 25-RRVS--'20 BRONZE 'WI HANDHOLE OUTSIDE INSIDE 7" METAL HALIDE DOWN LIGHT W/ FLAT v U- W PRESCOLITE NBX70 HL88 I 70W MN 120 FRESNEL LENS, DAMP LOCATION T BUILDING BUILDING S CIFIC NOTES FOR POWER ISE DIAGRAM: SPAULDING NI -M10G0--120-DBZ 1 100W MH 120 METAL HALIDE OCATIONALLPACIC, ALUMINUM, 4 -L w X 6RON�E, NET LOCATION. Q Z U 1 PROVIDE SERVICE LATERAL. SEE SHEET El FOR MORE INFORMA"irION. CEILING Q 6 N 3 400A 208Y/12OV THREE PHASE, FOUR WIRE METER BOX (NEMA 13R Nod" S C) `-' ENCLOSURE), BOX SHALL BE COMPATIBLE W/ JEA METER (AND SHALL EN APPROVED BY JCA). PROPERLY GROUND METER BOX PER N1EG 7 I. UNLESS INDICATED OTHERV�II5E, MANUFACTURERS AND CATALOG NUMBERS LISTED IN LIGHTING }- L SECTION 250 AND LOCAL STANDARDS. 3 FIXTURE SCHEDULE ARE INTENCDED TO ESTABLISH STANDARDS OF DESIRED ,DESIGN OR QUALITY AND SHALL BE THE BASIS OF BID. ALTERNATIVES MAY BE SUBMITTED FOR CONSIDERATION DURING THE Q 3 PROVIDE 4-300 KCM1L CONDUCTORS AND #4. GROUND IN 3" GRS (CONDUIT. M SUBMITTAL REVIEW PROCESS. 4 ( 1 300A 3 POLE. ENGLOBED CIRCUIT BREAKER, RATED, 22KAIG IN NEMA 3R PANEL 'P' PANEL 'A' 2, SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS FOR WALL MOUNTED FIXTURES. �„! - ENCLOSURE. ENCLOSED CIRCUIT BREAKER SHALL BE 'SUITABLE FFOR USE CONFIRM FIXTURE COLORS WITI-W OWNER. EQUIPMENT. BOND NEUTRAL AND EQUIPMENT GROUNDING AS SERVICE E © 3. FOR RECESSED CAN LIGHT-5/ IF LIGHT FIXTURE IS TOUCHING INSULATION, MODIFY CATALOG BUSSES. NUMBER SHOWN ABOVE AS NECESSARY TO PROVIDE INSULATED CEILING (I.C�.) RATED LIGHT FIXTURE. 5 PROVIDE #2 AWG COPPER GROUNDING ELECTRODE CONDUCTOR. BOND TVSS TO GROUND ROD, METAL WATER PIPE (IF AVAILABLE) AND BUILDING STEEL PER NEC SECTION 250, LOCAL CODES, AND SPEC IFICATIOHS, PER EFFECTIVELY TELEPHONE BACKBOARD NEC 2.50-50(C), PROVIDE CONCRETE. ENCASED ELECTRODE. THE: GROUNDED 2'Wx4'Hx3/4"THK MARINE STUB INTO ATTIC ELECTRODE SHALL BE ENCASED iN AT LEAST 2 INCHES OF CONCRETE, 1 5 8 PLYWOOD. PAINT W/ FIRE �� BUILDING � MIN. 6" ABOVE LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION STEEL RESISTANT GRAY PAINT. � OR FOOTING THAT IS IN DIRECT CONTACT WITH. THE EARTH: TI-4E 17`51 INSULATION CEILING WIRING N.I.G. V ' CONDUCTIVE STEEL PROVIDE OR PULL STRING A LEAST 20 OF COND V SI-iALL CONSIST 'OF T E ELECTRODE „ , WATER INSULATED BUSHING REINFORCING `BARS OR RODS OF NOT LESS THAN 1/2 DIAMETER, OR 20 OF BARE COPPER CONDUCTOR NOT SMALLER THAN NO. 4. TEST" GROUND PIPE r27 3/4" G FOR PHONE I" G FOR DATA PER SPECIFICATIONS. PROVIDE 4-300 KCMIL CONDUCTORS AND #4 GROUND IN 3" GRS CONDUIT. TELEPHONE OR REVISIONS GROUND FLOOR COMPUTER OUTLET, No DATE PROVIDE 4-#I AWG GONDUCTOR5 AND #6 GROUND IN 1 i/2" GRS CONDUIT. (PROVIDED BY OTHERS). • ;• PROVIDE SINGLE GANG aPROVIDE TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) WHERE BOX INDICATED. TWE TVSS DEVICE SHALL BE, RATED. FOR AT LEAST IOOKA, PER PHASE, SURGE CURRENT. MAXIMUM UL 144gt 2ND' EDITION CLAMPING 24" MIN. GROUND VOLTAGE .SH 'LL BE 400 VOLTS: THE TVSS DEVICE`,SHALL NAVE£ VISUAL ROD q CURRENT EDITION., 18"(VNO) FLOOR FAULT INDICATION' AND SPALL MEET UL 44 , CONCRETE-ENCASED TO RISER ELECTRODE NOTE: BOK AND CONDUIT FOR ADJACENT #6 CU TELEPHONE AND COMPUTER OUTLETS MAY BE JOB NO. POLE COMBINED. G-�for°S GENERAL RAL NDrt' 5. FOR OWER RISER DIAGRAN: GND To FILENAME SERVICE GND DDESR PROVIDE 2" CONDUIT AND 1: UNDERGROUND CONDUIT MAY BE SCHEDULE 40 PVC' (VERSUS GFR5). PEPLWIRE TO PROPERTY LINE DATE PER BELLSOUTH. TRANSIT.IONS.:TO ABOVEGROUND SHALL. BE MADE"WITH PVC, GOA-rrED 7-16-Di RIGID STEEL OR W. ITN RIGID STEEL CONDUIT COATED WITH 2 COATS A OF ASPHALTIC r- MASTIC, THIS. NOTE APPLIES �TQ ALL CONDUITS :SHOWN W I DIA AM - 2 DRAWN 5Y ON THIS RISER'. DIAGRAM, DR - . ��. NOT To SCALE �3� � -ION A LS . ' IA A SIZES GiVEN 1'OR ALL CONCQUGTQRS, GROuNQS, ;CONDUIT AND CHEG.ICED: BY PROTECTIVE ©lr;VtCES ARE BASED DN PRELIMINARY DESIGN. NOT TO SCALE TWA` CONTRACTOR,`SHALL CONFIr2M ALL -LOADS AND .RESIZE PER NEC, IF NECE SA.R E4 ELECTRICAL SC E.D k. OF W\C-668\C'ONSUI T\MEP\pCJSf pWC PLC37 PATE- 7/14fC�l PLO .TIME 14:.06:5 r . • , r. ,