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Atlantic Boulevard 375 / Formerly The Red Barn
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G ARCHITECT, AIA ,1.1- r 4 r r !_ `'•1 ' F 9'--i-- ( 1/, AARCHITECTSS PLANNERS l ( Q. _ _ -___ �.. i� l: IN JJ+G A- 1{ i ♦ r" L VE'+''✓GR _� `�--` �•v' !J b1 . -- --_-_ JACKSOMVII-_ - FLORIDAFL- I A J L 1; C z �:,�� I L---- ew ckiv i w D one p I r .l - - �l erre .4 I... �': _s S.YA•A -a" .i t''<1r LE ri lri 7- Z'3 ' 7 1 -- - $MIT TITLE I $MIT w - �'✓_ GJM , rL$VS T'P, wau.SK."'1oNi r 3 0� � - •0�10�•T4°•I"IT EFiE -- 71, I � 4 3 -f. ..01 � 'oi•. _. ,� w — ._ - —_ -- i - •� Il � ,�.! •c. a^rte STORAGE 'c I •F.� 17 -� ''_, � � IY 4-O• +u ��OU 1•(1�' In I�.. _ r..:..-^..^ ♦ vE•_•: ` 4 v:> ..I�: C !: -- Aja � �-- I •o - m� � Q� 2. r.t ♦N .1 r. E .r, i �2� A h -,, •n� j I I;, il4+t+CAI� fiiC,hA�Ki• 1 - I'aWCL w! i' _er tt" •s. _ 4 ..cry L U.11T l 'A- I V ' Y$#4tWW-'�G W INFO"- _ --- s'd - - — - - - — — P& — --- - s - ------- --- I I• ------------ I(��PILL I !- sf'Y__---' - ; COWIVLM:.' ,4Ftl1. _bFP Er7iO (W pr Qom' _ _ — ! 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I ` 4'—V a �'_� • u a ” r rl a .1 N f-40 42 c_ SU-cti' o / FII�: ISH SCHEDULE a c � , a • / RD1C7M FLGVR e4+F+E WAI.A1.7 -_ GEIS AN& yESTI►>ULE- aVJb ra/i,FN.?G 711 =C° '1 •12 • g(D FY T1LP GWEAk ;Td?-.CD ?Guard Quar WD a 11 11 n n rr u 104' r. a r: II r. u r • n o \\ IT { 2-fo' m ICI/TCH�EN, 915NW. &UM.TLE GtY.e TLE GMU, guru J?S I FAJNTrO SrW D , flF kwrTrr 9LG' Cdxe TILE WN SKIL ajZWgI:N?JM L f PWNT 11 � '` T. \ ��\ \ , � ST✓rW+.s I 11 II 1. II N - II Ir 11 11 11 II Ir ` It II ♦ 1. /1 s .f4re z N _ 1• c f 1' � � / ., _t+ .. //////,'(/��/��� O � � G� T�I�.GT '1 u a n 1� v - A P n pw � v r • n r. n / �� � 11 M II Ir 11 T AWT►ON - - frMP• oi."GE CvWb W1 LAM AC „LE 1� _ __ r OFFICE. r • n - b GMC) PMNT, "EL PREfIFI N n rr n n • n " . ` e• � 14.7 I` � aK _.._�-- W.T. - P � .. .- _ I � ' - �•'•�'�"— . . - - VESTI6ULa: ° II W - ■ 1 ._ u. - I b 4 N " ' P II -. - - - N89°•4'Z= �,_ � 2RS,20r - t5• v '- d{.yYIbiLr--, M.T. ° ° WD . . - It . . - n t. N = u r ��`_ - - . . _. \ a .r•.rr i1.11r'aR,u6u ad i . . - I V` 1 MCR 511M)cx-ITS — --- - I �A+owo4. q OUAR T GMU,PAINT, JEKT - I , t n '.: •' - _ �e M5,t4IS 5 TaLS7 "4--t �- TOILET' .. ATL?s!`ITl f� - -; . bQ�JL.�.VARD tv ..: - . ArcKlnis S. AGES R� IGiLt� Ori 1 C-A L 7E ' ---F r.-,--Te - -- CITY OFT , eeeC11. 9t1' O' G CFF;CE _ FAMOUS AM .O--S -.,-. ,., . R .ESTAUR,ANTS � -' -,.-. IN ,C , BY .. ADDITION AND RENOVATION ATLANTIC BEAC H , F L 0 R IDA ` CARL D. DARLINGTON, ARCHITECT, AIA All WECTS - PLAMIFM Icy I i �ti fN![T TITL! MWT b it 'r 1517o PLAN * SGWEWLAS I •F 3 EQUIPMENT SCHEDULE MIRK DESCRIPTION REMARKS 4 S I . 7- CCG '.^.. !o �-r. �A?..,:.c� �-3o' XL.S't '.^. - D.�'XGS; 4. �.c"Ac�� - i -- VJ.�L_ 40 2•':<E ' - "= �`.4'STE= ST.P:. 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Y a4 ' .>' i }.i ' •`$: 'r ° wo ' E ,,, 7..r< ai,` -fix F ,-f, t, - "'y, „ _ `ti 4 .. �r... *, $`y•,Ikt iX 6'Yf( A i:�;: #. +may tkr r':' ,j9s .• - - - ,s c r .. .., r,. _ , .w .. yin .J . e ''• t ayi • a • d - . ; ter • w ,fit ry ` , - • ,. +Y h f r n'r r r S 7 SEC TION & DETAILS D WIN G INDEX V1A 7 WALL SECTIONS AG 0 IC S 8 DETAILS & SPECIFICATIONS Sll BOUNDARY & TOPOGRAPHIC SURVEY A 8 WALL SECTIONS BUI DIN M l MECHANICAL SCHEDULES & NOTES SP 1 SITE PLAN A 9 REFLECTEDC'EI[.ING PIAN - FIRS' DEMOLITION PLAN M 2 FIRST FLOOR MECHANICAL PLAN THE PETWAY COMPANIES - OWNER A 10 REF[,F,C TED CEILING PIAN - SECOND FLC)C)It ATLANTIC BOULEVARD & SHERRY DRIVE SP 2 SITE DRAINAGE PLAN M 3 SECOND FLOOR MECHANICAL-PLAN LSP LIFE SAFETY PIAN - FIRST FLOOR C I CIVIL ENGINEERING - PLANS - ATL. BLVD. P I PLUMBING SCHEDULES & DETAILS GEORGE BULL JR. ARCHITECT LSP LIFE SAFETY PLAN - SECOND FLOOR C 2 CIVIL ENGINEERING - DETAILS - ATL. BLVD. P 2 FIRST FLOOR PLUMBING PLAN 1800 SEVILLA BOULEVARD - SUITE 3 , SPC. ARC'HITECTURA SPECIFICATIONS w Ai LANTIC BEACH, FLORIDA 32233 , TEL: 904 246-4469 FAX: 904 - A I FIRST FLOOR PLAN P 3 SECOND FLOOR PLUMBING PLAN ( ) ( ) 247 281 6 S I STRUCTURAL DEMOLITION PLAN NADEEM ZEBC)IJNI, PA - STRUCTURAL ENG. A 2 SECOND FLOOR PLAN E l ELECTRICAL SITE PIAN & SCHEDULES - L TEL: (904) 296-2646 FAX: (904) 296-8846 S 2 FOUNDATION & SLAB PLANA 3 DOOR SCHEDULE E 2 ELECTRICAL PLANS - �� FIRST & SECOND FLOOR , HADDAD ENGINEERING, INC. -- ELECTRICAL ENG, FINISH SCHEDULE S 3 SECOND FLOOR FRAMING PLAN TEL: (904) 262-5466 FAX: (904) 262-7139 E 3 ELECTRICAL DETAILS ETAI LS ROV TURKNETT ENGINEERS, PA - MECHANICAL ENG. S 4 ROOF FRAMING PIAN TEL' (904) 778-7940 FAX: (904) 778-7575 A 4 EXTERIOR ELEVATIONS E 4 ELEC'T'RICAL SPECIFICATIONS ''. .. C TINS JAY "DEVINE - LANDSCAPE ARCHITECT S .g SECTIONS & DETAILS TEL: (904) 246-4332 FAX: (904) 2494287 A 5 EXTERIOR ELEVATIONS L I LANDSCAPE PLAN ANDREW R. MAY, PA - CIVIL ENGINEER S 6 SECTIONS IONS & DETAILS ' TEL: (904) 992-1700 FAX: (904) 992-1701 � A 6 WALL SECTIONS IJ 2 LANDSCAPE NUT , ES & SPECIFICATIONS , T APPROVED RECEIVED RA CITY OF ATLANTIC BEACH CITY OF ATLANTIC BEACH BUILDING OFFICE BUILDING &ZONING AY 11 2005 MAY 04 2005 BY: Ulm- CtTVO �'P1� � NN%i M x T MAY 1 12005 By: G v 6 Y _ 375 Atla r ntic Blvd. 'r x +{' 9 ._ - b� I__gq*'4Iii 2 1..t•-.,n ry Y _ 4 - _ J � .- - $ "`t 41 • • __\4ap Showingograp'hic ury of , THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND LYING AND; BEING IN THE TOWN OF ATLANTIC BEACH, COUNTY`,OF DUVAL AND k. STATE OF FLORIDA, KNOWN AND DESCRIBED AS FOLLOWS: THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE AND BEING A PART OF SECTION 21, TOWNSHIP 2 SOUTH, RANGE 29 EAST, TOGETHER WITH A PART OF LOT 21, BLOCK 1, SUBbIVISION "A ATLANTIC BEACH, RECORDED IN PLAT BOOK 5, AT PAGI 69 ;OF THE CURRENT PUBLIC RECORDS OF OLIVAE COUNTY, FLORIDA. FOR: CEORGE BULL .11i' S-rRFFT RN DNCHMARK (40 R/�N) �♦ so_____.__ _-- q' ,°' TBM1 ELEV: 11.17 (NGVD 29). # ---- I! i_��CKFLOW BOX CUT ON CONC PAD FOR BELL SOUTH BOX ap , PREVENTER� l be ACT•) CON(�RETE SLY K) 16�•76, REC. CONCRF IF A� 383.4 � w .__,__...._a+6►— o.3' HIGH x T' WIDE �;10 � ;0j 'L ♦ CONCRETE CURBING yr rn Z m 4 dq 11 q \ti♦ � ♦,�� N Z U► i to D (D 0 J ♦ ,ti ♦� ` " J o w kA (!J w GRAPHIC SCALE ♦oa?' a� °' .,°1� '` 10 PARKING SPACES CONCRETE '0_*s w r*► �► z 0 � U 4��•• _ _ _a___. c7 o 20 _ 0 10 20 40 so 0 o R, s v + _ Q' I ( IN FEET ) ♦ G 1 inch = 20 f t. D ♦�iK ASPHALT ti� i♦��ti '��� x\� h (� \ qj O , E�+ ♦,y �9� O \° , \♦ �,�\ ,� __ titi 4P ° _ _v- _---- I -- - CONCRE TF WAT I. )_ WInI FENCE0 43, �- � 0Q O �,�, t� •O PLANTER.4 � +I ; Q' o o hky O' z 40' LIVE OAK ap z ,,�'�° ,\� ,�� N89 44'00"E h° ,\ti. ' , 50.28'(REC. & AC,1.) eh CrII;N .IZA1, NOTES 35 00' 6 kti O`{f) D 1 D NW CORNER---_ ,. `�' C) DB 1203, PG. 126 E `° * _'_'....,.. - -- •� \off Nm ` ♦� \; \ \ + ,0 4.1,' 1. HE WRINGS SHOWN HERLON ARE: BASED ON THE NORTHERLY 0 ------- -` cONCR� wAu. eI �� •`� ��'�' ��� �s1n A ll AN'IIC DOULFVARD AS SOUTH 89'44'00" WEST. tp. CREASE TRAP -; ,,o , ! I A Tf PLAN[- COORDINATE SYSTEM, FLORIDA EAST ZONE, WDI FFNCE ��� TIPnl2 J2 .` �� V) ps I N ' _� _ X -_- __ NAD 198;3 1990 NGS ADJUSTMENT.) tip �ti I ♦� _t tiARCEL '4), -Z ,'. N11 MAP DUES NOT REPRESENT A BOUNDARY SURVEY. (l ° ' \01� +♦' ' +' I �v °� v In I ASPTiAL 1Cs c� FOR BOUNDARY INFORMATION SEE SURVEY BY CLARY & ASSOCIATES I� `♦ �� , \� 1 I � f It F. No. SA-- 2196, DATED: APRIL 19, 2004 GT[1f'=8.54TRA N N ' w% p .I �., o I 4� N LEGEND S 3. IN IERIOR FENCES, WELLS, FRAIL ROADS, UNDERGROUND STRUCTURES, LIGHT POLE O 3 9 = DEL TA �r = SIGNS ♦ "� �� D GREASE TRP � cV 4.4\* ,3. `� i r O .:zj ------ ,� [31.9 �_- o DI 1CHES, DRAINAGE WAYS OR JURISDICTIONAL AREAS, IF ANY WERE _ VIAp � � \•�� 21.7 �o o R RADIUS 30.4 NOT LOCATED EXCEPT THOSE SHOWN HEREON. a = FLOOD LIGHT rn �' O° �' c ,��'� �,� T TANGENT tJ = FIRE HIDRANT °' ♦v�^ a ♦tib A ,♦ti y�, ,,� L LENGTH —� = GUY ANCHOR �o hti o, +♦♦. > > N _O I ^ % �-+ !.0 NQHMARK_ 4. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF AN ABSTRACT PB = PLAT BOOK A __ _ VD 2g ® = WATER METER ����'— PARCEL 1 - 181M2 ELEV: 13.49 (NG ) TITLE THEREFORE, THERE COULD BE EASEMENTS, COVENANTS, AND — = -� '�► --'' z �T► ` ryi "' Bax CUT ON CONC PAD FOR UriH1 POIE PG(S) — PAGE(S) -o- UTILITY POLE ..� \°' In I , +may ' RESTRICTIONS OR OTHER MATTERS OF PUBLIC RECORD THAT MAY O.R. = OFFICIAL RECORDS = LIGHT POLE -- - D FINISH FLOUR ELEV: 13.68 ` A`' OR MAY NOT AFFECT THIS PARCEL. D D D cn � �, � •oti• O R/W = RIGHT—OF—WAY } � CLEAN OUT cT �. (n > > ° r� 1--S ORY MASONRY BUILDING �,�'� O J.P. = IRON PIPE gip..- m m = w L� v \ 5. 3' L)ENOTES ELEVATIONS. - -OW- = OVER HEAD UTILITIES +# U' �'n _ D �? �,� #375 I ♦43, - CENTERLINE ` .fl 6. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED OHU — OVERHEAD UTILITY -- X -- = FENCE -•� `"—' ---- \� 5.0 m ABOVE GROUND. BELOW GROUND ,,. � ,,,..,._N ,��. �� o'` r` �, IMPROVEMENTS/STRUCTURES !F ANY TDB — TOP OF BANK o— NOT SHOWN OR LOCATED. BOT BOTTOM i� THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. VIA - r- 4.9' UTILIZE THE GRAPHIC SCALE AS SHOWN. q BRICK PLANTER ___ - [36.9 0.� ��. WALL AND PLANTER ,� ;n 8. REFERENCE BENCHMARK: NAIL & DISK IN CENTER OF CONCRETE ISLAND `� METAL SIGN�`y` ` BRICK PLAN WAU- BRICK PLAN WALL ON 3RD STREET, WEST OF AMSOUTH BANK. (XREF TBM313) S89 44 00 W r 245.20 DATABASE: 7210006, ELEVATION 12.46 FEET NGVD-29 coNCRE sscN BASE (D FZ25N� ASPHALT n ( } (Not USED) • N89044'00"E 109.45' `-' (REC. ac ACT.) 135.75' "'w- CONCRETE WALK sw CORNER 'LY R W LINE DB 1203, PG. 128 CONCRETE WALK N / cm nu au Cm am Cm— au—' ou au — oHu au a+u _ `-. E OF PAVEMENT EDGE OF PAVEMENT A TL A N TI C BOULEVARD --- ______ (100' R/W) ------- SEE --SEE DETAIL FOR ELEVATIONS IN THIS AREA BRICK PLANTER i FINISH FLOOR ELEV: 13.68 WALL AND METAL SIGN 1-STORY MASONRY BUILDING ✓ ASPHALT #375 ♦o . ,5 ^'y ^ 4.. .�� �� ♦� ♦ ♦ ti♦ ti� \�. ♦ti ♦ti \tib N�ti \tip ♦tib' \ti \ti \`1' \g 3 "°j \'S \4 I 3 5 5 �° �° tib �\ \o �O ♦� ..�'1 'T. `' }♦` ,+�'`, ♦`" ,}♦'`' .�♦, {~ .I-♦ .+♦� {`�' -}` }` } ♦� + + -} + + { + + + 1 {` \O w e� \� \+� �'� R♦ k \w ♦k \k ,k \� \k 1w ♦� ,�,,� \k + + + + + G+ .{ + .�♦5' +\•y' \v �"'' ►P wti ►1' k� ' �� ASPHALT \� ♦d° ��'' .�, ♦� .}♦'`' � -}♦~ }♦�` -}`�` ►♦� }\�' }'`'V 4!- +`� +\� +\� I`� +,� +\v +\� +\� F'�� 4♦V ♦� + + + ♦ i,-H ,`.P +\'S + + �+ } +♦y +`� +\ }'`� }`'S +♦ +, +♦y. ♦ +,� +♦„. +1y. \ ♦ O� �' CSS 9`� C�` C;° \h 3 \ \'1. \`L ♦ ♦ ♦'S R ++♦°' ♦p b♦ ► by +(► �y 1� �' °� oti O` cP o?` 01 a \'ti ti° ,y4 �` 0\ go �� �` �' qP �� �0 oti �` �,y . �` ,� \ti °� p1 0`� o� c�' ,` \` Rti tid tiV lib , k♦ \♦ ♦'`' y♦ ``' ♦♦• ♦♦ ♦`` ♦'` ♦♦• \♦• +♦'t' ,{♦'1' + + +♦'T' 4" +,'L• +♦'L' +\'V +♦,T' +\'1' +\'i' +\�• +\'1' +\`y +♦'V +♦'ti' +.,�.• +\'1' +,�'L' +1`L' +\S' ,�.,y+\r ,��•+ ` +♦'S +.� +\� E♦y +♦3 +.� +,5 +\ti +♦3 +,� X15 +♦� +♦5 \,'• ♦'y ♦y .,o• ♦\� +�, .�. e + + + + + + ® ASPHALT \��Q + + + + :� ♦ CONCRETE SM � ASPHALT k" o ♦' (NOT.USED + °da °�?'♦-} SED) �. q " �, 9 0 '�, k 6A �° �`' � 0� 9'� v'` cA o" o`� o� cf` �� ♦.1b ! '� ♦� ♦� ♦ ♦h ♦b ♦1 ,�!� ,`'� ♦�1 ♦0 ,`♦' , �� \0 ,`0 ,\� ♦O ,L ,V ,V '� tat .T,. l a. �. y. �. .�. �. y. y. ♦.y. \ O cP ,� ,,!� ♦`1� S89044'00"W o (REC. ac ACT.) 245.20' , ti a 1h 9 CONCRETE ♦�♦♦ �°' 0^ +\ CONCRETE •� pti w� o� a' \ ti CONCRETE o 0 0 0 0 1 p, ♦♦ �'� 1�. ♦ ♦• ._ CONCRETE \\ ♦`Tr ♦ti\ti ♦ ♦ti \ti \ti +♦N �OFtU OHU OHU OHU OHU OHU OIIU ONU — Oft OHU OHU OHU ONU °' o- ♦ !E� °'�♦1 .'` °�° O• °et` °�.t' °o.° °o'k p'e '• ' ►.� ♦►, \`,. ♦`.• ♦`\• `ti- •.`ti• ti`' ♦`3•ti `• ♦`>•� ♦`• `5• `• `oti ♦• ♦•ti ♦'•ti \`�•3 \\• \♦�•ti \v \v� ♦ti \ti3. \v 'L- ♦ti 'V 'L. v rL• �.• ry ti OHU 4RAS _43 GRASS ,� �^y ti♦GRAS 4, ` GRASS f ` \ .�--_- 4.,` `' ♦d' ♦p• *.q' ♦p, °. ♦°. \O ♦p• \p• \°. \\• ♦`) ♦♦• ♦♦. ,,`' \` y♦ 1,. .\ �\'`- \` \'` ♦\ ,\'`- \,. \`• i ,�"`• \`' ,`\• \\ ,\\ \.\R \\ \ �a'-_- \♦ __._\\ \\' \`L \'1f ,'L \ _' ♦ _,� \fy .____ ,1i--^�—i� I EDGE OF PAVEMENTFLOW LINE ! FLOW LINE EDGE OF PAVEMENT A T L._..A N TI C B O U L E V A R D (100' R/W) rn , I - » T SURVE MEM TW MMI*WY XCH CAL ST�M10�fS�T�FORTTF1 a DETAIL 1 -- 10 Clary & Associates Inc. BY VK FUn"BOARD OF PROF SSMAL SI WYORS t 1AMMS, i M SECD T 41017-e, cLDRIDA ADMa+ISTR#M c�oDE.PurauANT PROFESSIONAL LAND SURVEYORS TO SECTION 82027,FLARIDA S1ATUTEx„ AND DOES NOT NECESSAMLY MEET ANY ONM NATIONAL OR REGMAL STAWAIbS. LB NO. 37 ` 3830 C �'OINT ROA O - - G -. - �• UNLESS IT BE�1Rs T!�SIGNATURE A11Q iNB ORidNAL RA151�C0 SEAL " Or A FLARIOA UCfTISED suRVEYDR AM wAPPOI, TMs oRAwwc. JA VI E, FLORIDA 32257. (9 2 -2703 , Li! IS NOT VALID. (CHAPTER $1017-8, FLORIDA ADIMIASTRAW&CODE) SKETCH,PLAT OR MAP IS FOR MFORMATIONAL PURPOSES ONLY AND U- DATED MARCH 10 ` . - ;.. ' 2005 JOB No. —3 -F ~°" ;i A 'i'l Akm PARTY CHEF: RHODES/NETHERY F.B. 424L ,Pg. 1 -6 CAD FILE: 2005-366.DWG CHECKED BY: CLJ%RY SCALE �" _20' _ FILE No SA--21'"A , .; 375 Atlantic SITE ANALYSIS Building T,Ypg: Professional Office Building h Zgni_n CG N , Site Ares: 35.525 Square Ftet rte• tai ► -- Required Yardl; 1. Sherry Drive (Front) -- 20 Feet 2. Ahern Street (Corner) - 15 Feet ' 3. Atlantic Boulevard (Corner) - 15 Feet �_ __--------` j 4. Adjacent Property (side) - 5 Feet W BuildiArea: t?� ~'- J1. First Floor- 5,376 Square Feet 01 V cc 2. Second Floor - 3,886 Square F"t ' .0 � i 9,262 Square Feet a � 111 .IL Ono r% . ► -- t� Required Parking: One Space for Each 300 Square 00+ Feet of Gross Building Area W 9,262 divided by 300 = 31 Spaces •,. ��.0�.� 'rig 1 l Parkinp. Provided aces7-4 W ���112 F4 r/' j All Existing Trees to Remain ..010A.V.• r sev, _ �- t ; ► Perimeter and Interior Landscaping as per �� ___ . w__ _ ___..J ' _._ _ _..._-_ • - r �. ____ _ . --- - __ . ---- _ . __ __ _ . _ City of Atlantic Beach Zoning Ordnance i Division 8 with Minor Exceptions, • 0,,; Storm Water Drainage as per St. Johns River Water Management District and City of Atlantic Beach. ' I t T AREA MODIFICATION Florida Building CodeV4 6 Pooa 0, 6 Chapter 5, Table 500 and 503.3 -� i -r Business Occupancy, Type VI� Multisto� y, Un Unprotected 9- Non-Sprinkled Non-S 000 S . Ft. Allowable z �' s r ' s�� ► P � q w w / Building Area: 00 J. _ g 0,816 Sq. Ft. c,� w af .? U w.1f" � - ��'��� T�1✓� , / . 1 _ 4/3 100 F —0925)) I — Increase o .� a � F = Building Perimeters (Streets and 30 ft. from P.L.) P = Total Building Perimeter --`"� -� -- -- - - - F = 84.5 ft. Atl. Blvd. + 64 + _ - - ft. Com? East 64 ft. Sherry -- ' F -- 212 ft. P = 84.5 ft. t 84.5 ft. = 64 ft. = 64 ft. = 297 ft. 1 = 413 (100 212 ft. -- 0.25) ) = 61.84% M�1 297 ft. Z -~i —� 9,000 S . ft. X 1. — 6184 -- 14,562 sg. ft. Allowable Area Y U, S(p�J'L6 C�_- -ro O C) c,,00f ru<f wil 1 VN /. l00 .......,.., ............._._..___».._—_._ � i /: i `• `, � .I i��.r ///r/ /' fig - _ ... -_ '. _ ._- _... ___ _..._._._ -. r C' . h/ j'" Mme( • r .` j ' ,.' '/'// / i' _' / i .� 7~ . V Volf•. -J - `*7-;7 DIJ9 Wk- Ir 20 '00 375 Atlantic dlvd. ` i' x� .y„�t�,�r#t, ":t.��*w'f"•"� t"���``�"�'"'"'�`'``%�,.,":'ft�y�. .� 'iS. ., +.a:• � �„ t , '; r .'x t�'N ,, _ TP r,�x ; �'� -� � �� •. ,_ � - " � � � . IA tt ,, OF af Eno - ..., � low tQ1.14 rpu _- w Wei ��i��,—� Jam— ___� � � Y , .... ..' � Y\`— _ _._.._r.._.�_. y ``1' Y•-�, �: _rA _....... .{:: �t f: ►: }:-. 14.3 ` a, V 01 �.. a 00 I ya s I C7 - G 1`�l 1 L , s W Ad- LO .. ._,y a - ..._ ,!!fir,.. � .t•. ... _ ... .. -.f AhA' _.l.Bit ,+,�' Vooe 4 a,a E" i !lIIII w ' 4 r•' r •` 375 AtlanticBlvd. ' �� ' A �t - r IV IV \ v I I I O BENC RK z z I 1 1 I ► 62 ELEV- 13.49 (NGVD29) BOX CUT ON CONC PAD FOR LIGHT POLE > , ► FINISH FLOOR ELEV: 13.68 I o Cob O D D ► cel I I tiG + m m = I 1 —STORY MASONRY BUILDING ; .��` CDN cncn D ► I 375 I0 # o� O ti + oti W oma, IrOA REMOVE EXISTING SIDEWALK r ptK ' AS INDICATED ►I rt- + oy cQ�. �`t' BWALL PL R �`�' �.y" � ♦'� �'� .�'� PoEXISTING FH ' ' + +'� +� + + + + + + + + + + + + + + +IV- METALASIGN + '�' a� 9O � � ° ti + + ♦ ♦,� � � ' �' ' ti � ti`1' ti'1' 1'1' '.`� +�`Z' ti`s 1`�' `� h� +, '} + CONC R E TE SIGN �ti �`� �' °°' o� oti o'� d� �ti �° o� QP oti ,; �` �� ��ti �. -f"'k••••• . ' ',• '. '.'` '` • ' � � � �N .'tr N ti .N N N �Y ATE `►' `V s� ,�+ ti ti ti N 'h• .�"r.� �'�• .^ y O BASE (REMOVED * • • + rr + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + o+ + + + + + I + + + + + + + + + 4-' + w . . 1 I I �• BY OTHERS) ' '+F'`°� '� ^� k ,��ti cp �� �o ti k k ti eA oc� dode �' o'� x O� U � U .o• +kms °�ti +, ,3 O � Z 01 cp O� '�° ,O °� .,1 ,'°� ,,� 14 .,'° ,titi° .,'• .,''•� ''� 1"• 1' .�'`•' ,,`'� `•� ,\6 ',• ' 6`' �` ' � ' ' •.,• '•lam PA �., ,��.• �� ,,� .,ti ,�� �ti�' .,�° �� SAWC UT EXISTING • GE PAVL�INENT ATLANTIO' B(�ULEVA�fRD O ,�' •' SIDEWALK W O ►-a (100' R/W) � EXISTING DRAIN REMOVE EXISTING SIDEWALK REMOVE CONCRETE DRIVE AS INDICATED APRONS INCLUDING CURBING DEMOLITION PLAN (TYP. 4 PLACES) SCALE: 1 "= 10' SIDEWALK REPLACEMEMT ALONG ATLANTIC BOULEVARD z L7 W 1 1 I W U 1 I I w W � W � 0 I 0 �, x � I G o i ►I U 00 o, �� ; ► I PROPOSED REMODELED BLDG, I CONSTRUCT CURB RAMP WITH 4 p" DETECTABLE WARNING PER FDOT c /� U V MATCH EXIST. 1 r : I I °yam INDEX 0304, REV. 4, (01 -01 -05) z w w A I EDGE OF PAVEMENT I w S W E EVATION GRADE EVENLY TO I I I SHEETS 1 (LINEAR SIDEWALK H � � 6 BELOW FFE O F-+ EDGE OF PAVEMENT i - RAMPS) (TYP) 1 Nz � z o ,�,P , , W A H A EXISTING F +'' +,� +�• +,,.,. +,�,,. +,, +,, +,�� +,��, +.,�. +.,� + ,k+ ., . +. +. +�ti +. +,ti +,,ti + +. +., ,,,� h + + + + + +-:� CONSTRUCT 5 LFf ti� �'y' + + ,p kti + ° .� ,f ff d O � � k �. �, , k I * � + .,�. +� .�� + +� ��`'`� +'`k� .�ti� �ti �+ ,�� � ,�, , DOT TYPE F CURB MATCH EXIST. �. +.,� + ,,. � .,.� .,�.� �ti� ,,�� .� �.� ,ti �ti ,ti �.� �� ,� .ti .ti -,ti ► ti +� +�� + + + ► + + +�� + ++N� +, +. .� .,�• ,� + + + + + + + + + + + + + + + + + + h + + + ELEVATION +� + + + + + + + + + .� .,� ti k .•.. .. _ ,�i I ,y" .yam .4 �4 V 1 .tib' .y�' 3, }'` + ` .yam .ti, I `�� .�'ti 5 ' ° , • , . , ,.,. ,. , • tip• . ti ,� �ti �`k . ATE �'U *�`V 'V .�N s'V �N '.M '� � { �' '��+ +° + } + + �'+ � +•. + + 6, Y. p I I 1 Cb �aw p oeoo o W %" 7 0 1 k' `Or v .11� t 0 -79ir - _ °o°o°o° .•s - o 0 0 0 o e _ -.s. - - - • 0 0 0 0 0 = ' eoe0000 • 00000 :. !.•=_•..•: _ . :• 000000 - °o°o°o - •� 00000 - - - ,• •_ • - .! = o0 0 0o I� 0 0 0 0 0°0°0°0°0° s •• ' -'s.• o°o°o°o°e° 0 0 � 0 0 0 0 0 •. - •: - 0 0 0 0 0 e° 00000 000 '\ '` �. - - y- • •• :-•- 0 0 0 0 0 ~�� OHU OHU 1 ! OHU." - O• O R - . :r EXISTING DRAIN k : .,• _ �, - 10 R +° + ' a• `� '. '.. :' ►.`�' 1ti . •. i •+ ° _ ti °� • O� ° O� ,O ,° ,!� , !� �• ';3` 1'7 , �, %'? y 1+' \ • 1� 1� 11' ''` 11 ��• y►. ,�• ��' �'°' 7� ,`� , �% ti N 1N ATLANTIS BOULEVARD �■■� ti CONSTRUCT CURB RAMP WITH o• c. 100' R W ,�• �' '� a' DETECTABLE WARNING PER FDOT INDEX CONSTRUCT 32 LFf OF DROP CURB 0304, REV. 4, (01 -01 -05) SHEETS 1 , �. O 5 (CR25) & 6 W MATCH EXIST. MATCH EXIST. � � W ELEVATION RE—SOD AREA WHERE CONSTRUCT f,191 LFf CONSTRUCT BRICK PAVERS ELEVATIONS (TYP) CONSTRUCT COMMERCIAL CONC. DRIVE W � CONCRETE IS REMOVED FDOT TYPE F CURB SEE FDOT BRICK PAVER DETAIL PER FDOT INDEX 515, PLATE M 13, 0* (SHEET 3 OF 6)Ij �■■� d .„,#' s i, .vrn'..yµ,.i. ,a4 -,;$ "�.':,#t .�??"°yh". - .w.9.t, .n` �`-� .y� %^•�. 'x Y t "�'3f'i.3••� d .a i.,..^'wFZ P.w�.+-e PROPOSEDPLAN w t�','�r>` ,' "• , 4„' ° .ag}" -wa � rx ti:.. '.^9 r^, 2- f£ 4 � to ,; I O .s's�'� y,3,Y��:�`„�.+c'y.- ? 5.�`f'i'"'°b-v -er. � `` >�-,-' •'e.+d' _�,.is;.ii=r-�..,.a%;,.L; ^" .A`_,�.��,�•fl..M^:.�... x �,,..� � � SCALE: 1 =10 W :. ". r r 8"''wy„`' 'z -M.,,r,,; x• _u; `. '•":'a+.ra..'^.,: ;ti -- 33 d" ,.- 'yi.r.,.'o;..-..L1'- '.- a Y. •-. "' &"'^+�iYr.`.'"L-:.�t4•ex{ ,.`"-1 A.. °t6«,"'d�y. ; �n.- ,. vi..•9 st, ..• ,Fy-. :.i- _.A::"'.p ,.€i i 1 4 :s.^- -,y e,_ W O r -_ Y � • ` x + af}x - w. - "� { ' SIDEWALK REPLACEMENT ALONG ATLANTIC BOULEVARD �' 5..,- < M B . >.3.,ai .•'e},'','-,is"^",.,-•e,3:ds, ",•gt'^,,,,--•Y* !" ,- ,• _ k .... - ,t- Y 3`..N, ,. -t • ,.,,#,°"s,"ya��'r,,• ..La "".;`,' ( l W W L I i,' }r Cp r'., "y{• ,. - ",+p - e§r.,, _ °^t i''rs:.' `'i`' '+v'"'"' .i ^r r°Yrsc;k:,Rpi'... � '<'s,Y.` v W �I�[� ."`. f+5„"5 a � gyro-.•,'..y- ` "° y-, ``, K ,# F{ ir t." �' ..a K t•.e , � � � � t rx'sk„ ,' r�, ixv - -a.�vf $$_, :r•" .., .`�+s.. 'd4;"'k'°�S. 1- •;r5 ?fit .�,�„kv.s `...:_.r Li a�' 7".' '` 'Viz. yE.•> -- F" • .,t'..'^^.'"r`-• i/ ,.,4 q.✓"'.f[�:,.,..„ C C) C/) r:'k y rt.,` f rt ',. - "-A✓ r„c ,L0"_- _ - = ..p -,; }S.E q (5 ........ L... `'S y$ „�-k3 , -,:4- .( 'R i3 �;' .s s'1 .. O O f'.. `. ^v n, „r ”" ,, _ _��A `*k o-,.,''.�^,.v/S_y,s .3•.;' '#ii cvi.�e•✓'r i'i«A. - f \ � ' _ �., � I� `� � ,' :.. � ,•:` ` Q U 0 � O Cl— W W Q 0 5 10 20 00 *0 b ..� W -41 c► DO GENERAL NOTES ♦y . 4 ' c.- .cwr.'W,Yvi.. -y -1 -. - - 51,n `. � ,D x3- �.•.y`fi..,a. �'' '} � ,� '[:. - _:t`3;��-�•.t ,- �- ��5:` >G :a x . � •. .. 1. ALL WORK PERFORMED WITHIN THE FDOT RIGHT—OF—WAY SHALL Q Q� ' s 1 l �1 1 .' 1� ....,... _- - - �•, •``�,, �. '�',, ` _ CONFORM TO THE FOLLOWING: . �.� - - ,� -, � � � .r. # z, �. �°�,� `� �. :. -.�. :r-:' :: � ;� SCALE 1 — 10 s - ._ �.� � STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE . ti - } . r , .; r , ,. ,.x r-a- -., -: ..• . ; �- �` �_ - � CONSTRUCTION 2 04 ENGLISH) .... ``•'`�. 1 ,�'�• \/`S ° Ywx •. .: _: - ri ; .. -_: �' ;,, .�`O F v\/ / ✓, f / INDEX 2004 ENGLISH PROJECT ' FDOT PLANS STANDARDS r' '^,. .- °=''' ,s,^-•9"i:' q„r '"-..i a ( ) 't LOC lLL ,.A E RUCTION AND * M t g 3 ry = "- FDOT PLANS PREP MANUAL FOR NEW CONSTRUCTION 3 PAVEMENT REHABILITATION. 13 'r Bt lk ,3" m -•1,^` ,:p- 'xS-"''- "' 4 i.._t- Y?.-.."i.,,i..... ........a _ A .y..,. ,,. , ,• i {, rl s y r1 � SHO � • 2. ULD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN : SECTION 1 # ANDREW R. MAY P.E. t - _._ :� THE PLANS AND THE DEPARTMENT OF TRANSPORTATION s � s�i.''�� -r{, ,L� '� t fir a ,. - - = tin Engineer :a. . _:_ , , . ...o `•.�'�� " SCALE. 1 5 Consul STANDARDS, THE ENGINEER PERMITTEE SHALL IMMEDIATELY . , t ..,; ,a ,,., , . > • -r` , P.E. No. 368 CONFER WITH THE DEPARTMENTS ENGINEER IN ORDER TO 14626 Plumosa Drive PROJECT LOCATION MAP 35 RESOLVE THE DISCREPANCY. IN NO CASE WILL ANYTHING LESS Jacksonville, Florida 32250 SCALE: NONE THAN THE DEPARTMENT'S MINIMUM STANDARD BE ALLOWED. (904) 992-1700 Fax (904) 992-1701 375 Atlantic Blvd. CONDITIONS a CONDITIONS [� a [� 4*= WHERE ANY VEHICLE, EQUIPMENT, a WHERE ANY VEHICLE, EQUIPMENT, 6" WORKERS OR THEIR ACTIVITIES Median WORKERS OR THEIR ACTIVITIES ALL SIDES U Median ENCROACH ON THE LANE ADJACENT a a ENCROACH ON THE LANE ADJACENT ,^, TO EITHER SHOULDER AND THE o TO EITHER SHOULDER AND THE e AREA 2 OUTSIDE THE EDGE OF 3/4" SAND CEMENT SETTING BED AREA 2' OUTSIDE THE EDGE OF b e e° 411 PAVEMENT FOR A PERIOD OF 15 a a Wo Aof re PAVEMENT FOR A PERIOD OF MORE " a 500' 100'Min N MINUTES OR LESS 500 500 50'-20 ' NT THAN 15 MINUTES BUT LESS THAN CO * M �■■� �p I F Work Area 60 MINUTES O (Work Vehicle With Flashing I 1 �� - Warning Light(s) Operating) ---- ,� 7-1 Std. A 00 �� a Ge RIGHT LANE CONDITIONS „ a°�° co °c 6 M I n. " no N 1000 FT WHERE ANY VEHICLE, EQUIPMENT, 1 -6 WORKERS OR THEIR ACTIVITIES CONC SUBSLAB M ENCROACH ON THE LANE ADJACENT 8" O a TO EITHER SHOULDER AND THE �_0» ROADWAY CROSSING BRICK DETAIL PAVER MATERIALS 2 AREA 2' OUTSIDE THE EDGE OF 1. NO-SLUMP 8,000 PST CONCRETE COMPACTED UNDER •• Median PAVEMENT FOR A PERIOD OF 60 HIGH PRESSURE AND HIGH FREQUENCY VIBRATION. 1 a a a a MINUTES OR GREATER *Note: When used On high side of roadways, PSI SAND CEMENT TYPE "F" CURB 2. FADE-RESISTANT COLOR PIGMENTS. => g Y � CON CONC SETTING BED e e e e i i� the cross slope of the gutter shall match the OR "E" CURB 3. WATER ABSORPTION MAXIMUM 5%, MEETING ASTM C936 ' � SAND CEMENT . cross slope of the ad acent pavement the •.=:�:.�.= . -:.. . � �-:-=- -- °: a a a a Cones Or Tubular Markers At 25 Centers And Type N Or Type NN Barricades Or Vertical Panels Or Drums P J P ' - �':: ;' .: r 2640 1140 1000 500 L 150'-20 1. PORTLAND CEMENT: ASTM C150, TYPE At 50 Centers For First 250, Thereafter Cones Or Tubular Markers At 50 Centers And Type N Or Type NN t h I C k n e S S O f the I I p S h a I I b e 6 , U n I e S S 2. SAND: ASTM C1444 SHARP, COARSE, CLEAN, SCREENED Barricades Or Vertical Panels Or Drums At 100' Centers. 1 � r otherwise shown O 12" LIMEROCK 12" SAND FREE FROM DELETERIOUS MATERIAL ROAD RMT LAW RIGHT LANE BASE 3. WATER: PORTABLE AND NOT DETRIMENTAL TO MORTAR. A cONSrnucnON a,� Maximum Spacing Between Devices (FT) To Be Equal To The Speed Limit (MPH) But Not Greater Than 25 For W 1 MILE 15W FT Cones Or Tubular Markers Or 50' For Type N Or Type NN Barricades Or Vertical Panels Or Drums. SIDEWALK BRICK DETAIL SUBMITTAL REQUIREMENTS GENERAL NOTES '_2" 1. PRODUCT DATA: PROVIDE DATA ON CHARACTERISTICS 0 1. Work operations shall be confined to one traffic lane, leaving 7. L (min.)=Length of taper in feet : SI op e To FI t 1 O OF PAVER UNIT, CURBS AND BORDER, SPECIAL SHAPES, wo wo the adjacent lane open to traffic. =WS for speedsz 45 mph DIMENSIONS, SETTING AND GROUTING MATERIALS. �■ 0 =WSJ for speeds 40 mph Driveway * pQ 2. All vehicles, equipment, workers and their activities are ST 2. SHOP DRAWINGS: INDICATE ON SHOP DRAWINGS, x restricted at all times to one side of the pavement. Where: ,_ LAYOUT OF PAVERS � U \p W=Width of lateral transition in feet -- a ' 3. The first two warning signs, each side, shall have an 18"x 18" (min.) S=Posted speed limit (MPH). TYPICAL APPLICATIONS - - - - 72 Std• w SPECIAL DESIGN LAYOUT, LAYOUT OF CURBS AND BORDERS, a orange flag and a Type B light attached and operating at all times. = �c�% QL it DIMENSIONS OF PAVED AREAS, CONTROL JOINTING, 8. Arrows denote direction of traffic only and do not reflect PAVEMENT RESURFACING pc 6 Min > ELEVATIONS AND AFFECTED ADJACENT CONSTRUCTION Mesh signs may be used for (Daylight Only) operations H qV SYMBOLS Type B Lights and Orange Flags are not required. pavement markings. PAVEMENT REPAIR ' AND/OR ELEMENTS. U � g Longitudinal dimensions are to be adjusted to fit field conditions. UTILITY WORK 0-4 'V 4. On undivided highways the median signs as shown are to be omitted: See Index No. 600. BRIDGE REPAIR -O�� � O ® Work Area O 5. When work is performed in the median lane on divided highways th GUARDRAIL WORK P 9 Ys, Q0. When work is being performed on a multilane undivided roadway Sign With 18"x 18" (Min.) Orange barricading,plan is inverted and left Ione closed and lane reduction the signs normally mounted in the median (as shown) shall be PAVEMENT CORING AND STRAIGHT EDGING O a •• signs substituted for the right lane closed and lane reduction signs. omitted. O 04 40 Flag And Type B Light e some applies to undivided highways with the air ing exceptions: 'k VARIES �a) Work shall be confined within one median lane. b Additional 11. This TCZ plan does not a ly when work is being performed in See N Note e Above. �I arrlcades cones, or drums shall be placed,along t e centerline the middle or inside Ion of of a six or more lane highway. o Type N Or Type NN Barricade Or vertical Panel abutting the work area and across the trailing end of the work area. Or Cone Or Tubular Marker Or Drum When work on undivided highways occurs across the centerline so See Indexes Nos. 616 and 617. Note: TO be paid for as parent Curb. as to encroach on both median lanes, the inverted plan is applied 12When a side road intersects the highway on which work is being a Work Zone Sign SIDEWALK PAD DETAIL to the approach of both roadways. performed additional traf. fic control devices shall be erected DROP CURB 6. The RIGHT (LEFT) LANE CLOSED signs are to be removed or in accordance with other applicable TCZ Indexes. II♦ Flogger fully covered when no work is being performed and the highway 13. For general TCZ requirements and additional information, refeiTRAFFIC CONTROL THROUGH WORK ZONES so Advance Warning Arrow Panel is open to traffic. to Index No. 600. FDOT STANDARD INDEX NO. 660 MULTILANE, DIVIDED AND UNDIVIDED RURAL OPERATIONS ONE DAYLIGHT PERIOD OR LESS FDOT CURB & GUTTER DETAILS- BRICK PAVER DETAILS FDOT DISTRICT 2 W T crosswalk INDEX NO. 3z I z 4 SIDEWALK z M I CLOSED ►moi i--i t t I I I SPECIFICATIONS AND SPECIAL INSTRUCTIONS H Z N W c�sswALK I I 1 W w � W ATLANTIC BOULEVARD R.O.W. SURVEY BY CLARY & ASSOCIATES, INC., DATED MARCH 10, 2005. - 2. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE CONDITIONS. a x SIDEWALXI I I � Ua CLOSED soEwALK ra WAL10MAY 3. THE CONTRACTOR IS RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS FOR WORK WITHIN EXISTING RIGHT-OF-WAYS . FDOT DRIVEWAY AND CITY OF ATLANTIC BEACH PERMITS HAVE BEEN APPLIED FOR. U '� a I�••I W �° ° I CONTRACTOR SHALL CONFIRM ALL PERMITS ARE AVAILABLE, AND SHALL BE FULLY APPRAISED OF ALL PERMIT CONDITIONS, PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR SECURING w W ' "° I I I ALL REQUIRED CONSTRUCTION/PERFORMANCE BONDS REQUIRED FOR THE RIGHT-OF-WAY PERMIT(S).a U 13 11 H Z � Work area Work area &n Z U BALK Iii5. 4. THE CONTRACTOR SHALL MAINTAIN VERTICAL AND HORIZONTAL CONTROL UNDER SUPERVISION OF A FLORIDA REGISTERED LAND SURVEYOR.CLOSED CLOSED ALL CONSTRUCTION WITHIN RIGHT-OF-WAYS) SHALL MEET CITY OF JACKSONVILLE OR FLORIDA DOT STANDARD SPECIFICATIONS AND DETAILS AS APPLICABLE. I W Z W W ® 6. THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND REPORT DISCREPANCIES PRIOR TO COMMENCING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING LOCATIONS OF ALL EXISTING N W El 3 WALKMMY UTILITIES AND FOR ANY DAMAGE CAUSED TO UTILITIES BY THEIR OPERATIONS. PRIOR TO ANY EXCAVATION CONTRACTOR SHALL CONTACT 404MC ALL APPLICABLE UTILITY COMPANIES TO VERIFY THE EXISTENCE AND - - - - -- - LOCATION OF ANY UNDERGROUND UTILITIES. A MINIMUM TWO (2) WORKING DAYS BEFORE COMMENCING WORK, CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL OF FLORIDA, 1/800/432-4770, REGARDING W ►=� W ♦ LOCATION AND NATURE OF UNDERGROUND UTILITIES. AL,� ;I t +I 7. THE CONTRACTOR SHALL PLAN AND COORDINATE HIS WORK WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) SO AS TO MINIMIZE TRAFFIC INTERFERENCES AND TO INSURE SAFETY. THE RULES AND Z x tx CLOSED I CLOSED INSTRUCTIONS OF THE TRAFFIC ENGINEERS OFFICE AND/OR THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN APPROVED MAINTENANCE PLAN AND SHALL NOTIFY THE FDOT AT LEAST TWO FULL WORKING DAYS PRIOR TO ANY CONSTRUCTION IN T I THE RIGHT-OF-WAY. ALL COST FOR TRAFFIC CONTROL AND MAINTENANCE DEVICES, DETOURS, FLAGMEN, BARRICADES AND LIGHTING SHALL BE AT THE CONTRACTOR'S EXPENSE. I � I 8. DURING CONSTRUCTION ALL CONTRACTORS SHALL BE RESPONSIBLE FOR CONTROLLING GROUNDWATER CONDITIONS TO ACHIEVE STABLE AND COMPACTED CONDITIONS IN ACCORDANCE WITH THE DESIGN AND SHALL BE RESPONSIBLE FOR PREVENTION OF DOWNSTREAM TURBIDITY/SILTATION THROUGH THE USE OF HAY BALES, SILT SCREENS, SANDBAGGING, TEMPORARY GRASSING, SILTATION BASINS, OR ANY OTHER CORNER SIDEWALK CLOSURE SIDEWALK CLOSURE MID-BLOCK SIDEWALK CLOSURE SUITABLE EROSION CONTROL MEANS AND SEDIMENT CHECKS DEEMED NECESSARY BY THE CONTRACTOR AND THE FDOT AS REQUIRED TO MEET FLORIDA STREAM STANDARDS AND U.S. EPA NPDES PERMIT REQUIREMENTS. ALL SOIL AND EROSION CONTROL MEASURES SHALL CONFORM TO THE CURRENT FDOT SOIL & EROSION CONTROL STANDARDS. PRIOR TO CONSTRUCTION OF ANY CLEARING AND GRUBBING ON WITH TEMPORARY CROSSWALKS MID-BLOCK WITH TEMPORARY WALKWAY THE DEVELOPMENT SITE, A SERIES OF HAY BALE TURBIDITY SCREENS SHALL BE PLACED AT ALL LOW POINTS PRIOR TO STORMWATER DISCHARGE FROM THE SITE. THESE SHALL BE SUITABLY SET, TO PREVENT DISCHARGE OF SURFACE DRAINAGE FROM THE SITE WITHOUT PASSING THROUGH THE BALES, AND SHALL BE STAKED TO PREVENT WASH-OUT IN THE EVENT OF HEAVY RAINS DURING CONSTRUCTION, INCLUDING GENERAL NOTES FABRIC BARRIERS TO MAINTAIN THE BALES IN PLACE AND PREVENT WASH-OUT FROM AROUND THE BALES. ALL INLET GRATES MAY BE COVERED WITH FILTER FABRIC AS A SEDIMENT CATCHMENT DURING CONSTRUCTION, CONTRACTOR SHALL CLEAN SEDIMENT AS REQUIRED DURING CONSTRUCTION AND REGRADE/SOD DURING STABILIZATION. A 1. Arrows denote direction of traffic only and do not reflect 7. Temporary walkways shell be a minimum of 4' wide TYPICAL APP9. ALL DISTURBED AREAS TO REMAIN UNPAVED OR OUTSIDE OF ORNAMENTAL LANDSCAPE AREAS, EXCEPT THE DRAINAGE SWALES AND DETENTION POND AREAS DISCUSSED ABOVE, SHALL BE FINE GRADED, �/ W pavement markings. and kept free of any obstructions and hazards such LICATIONS STABILIZED, DRESSED WITH 4" - 6" OF SUITABLE ORGANIC TOPSOIL, AND SODDED WITH ST. AUGUSTINE GRASS. �■■■� SYMBOLS as holes, debris, mud, construction equipment, stored SIDEWALK REPAIR 00 W 2. Only work signs controlling pedestrian flows are shown. other materials, and etc. (For details see Index 600). PAVEMENT WIDENING work zone signs will be needed to control traffic on the streets. 8. post Mounted Signs located near or adjacent to a UTILITY WORK � A ® Work Area sidewalk shall have a 7' minimum clearance form the 10. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL SCHEDULE A FINAL INSPECTION WITH THE ARCHITECT/ENGINEER. A RECORD OF THE FINAL INSPECTION AND COPIES OF ANY TEST RESULTS SHALL BE 3. For spacing of traffic control devices and general TCZ bottom of the sign to the sidewalk. CONDMM PROVIDED TO THE ARCHITECT/ENGINEER. "AS-BUILTS", PREPARED UNDER THE SUPERVISION OF A FLORIDA REGISTERED LAND SURVEYOR, SHALL BE PROVIDED TO THE ARCHITECT BY THE CONTRACTOR FOR O >4 requirements refer to Index 600. Maximum spacing THIS WORK. w between barricade, vertical panels, drums or tubular markers 9. When construction activities involve sidewalks on both WHERE ANY VEHICLE, EQUIPMENT, Type I Or Type II Barricade Or Vertical shall not be greater than 25'. sides of the street, efforts should be made to stage WORKERS OR THEIR ACTIVITIES W Panel Or Drum (with Steady Burning the construction so that both sidewalks are not out ENCROACH ON THE SIDEWALK FOR II�� Light At Night Only) tubular Markers 4. Street lighting should be considered. of service at the same time. A PERIOD OF MORE THAN 60 MINUTES. I+I 9 9 Y) ( 11. THE CONTRACTOR SHALL WARRANTY ALL WORK IN RIGHT-OF-WAYS) TO CITY OF ATLANTIC BEACH AND/OR FLORIDA DOT AS APPLICABLE AND ALL SITE WORK TO OWNER FOR ONE (1) YEAR FROM DATE OF May Be Used During Daylight Only. 5. For nighttime closures use Type A flashing warning lights son Cones May Be Used - See Index 600 g YP 9 g g 10.In the event that sidewalks on both sides of the FINAL ACCEPTANCE. Y ) barricades supporting signs and closing sidewalks. Use Type C street are closed, then pedestrians shall be guided � A steadybum lights ocfic. izing devices separating the work around the construction zone. TRAFFIC CONTROL THROUGH WORK ZONES A Work Zone Sign area from fom vehicular traffic. FDOT STANDARD INDEX NO. 660 py 6. Pedestrian traffic signal display controlling closed crosswalks PEDESTRIAN CONTROL FOR shall be covered or activated. CLOSURE OF SIDEWALKS s >4 O � a I U > n Ike W � U ® ® ® � 3 C-� U U 0-4 .� .- 4 .- .- .- aw � � ff In ATLANTIC BOULEVARD rk Woarea R 11' (O"Pay' (I DO- R/W) SUBMITTED -� ANDREW R. MAY, P.E. �, ��� �� Consulting Engineer SIDEWALK MOT � ��`� P.E. No. 36835 _ NONE � 14626 Plumosa Drive SCALE: 2�;N���� Jacksonville, Florida 32250 (904)992-1700 Fax (904)992-1701 375 Atlantic Blvd. 64 solo AAI lop 201 4 4 00 1 t2 K Pei Al M_ r M_ l_ _ .__.__..._ 0411 W 101-1 - , ti tI— C . o ITT if Jj . .-.. ........ _�__ � � � �, ©�� � ����it ���► . * �� _ twof... l w go kf,) �b z I 10 ENO a f ii l'fld t � � I"1 t 11 Ioil UN At COIN s t 1 t x � P-4 LA � I Ar ,� p4 � I all 1 all 45 6 0 -- i - w r 44.4�_.,,• 1� Zr .'t{ .•..k k 4 � � � � � � � - . R y... .. - �' � x 6^� � 4' �� �� � r�- - Y � ! 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' � 0.75•' X 1,93750 , IL 14 �4 6HA%w • - --� 0i,4 Z • ` 1�+��� Tyr�+ , � — `�� ``���` � O -t- '� l�•�'r<a� Vit/ _x H6U (�V OV*f(�W Z- EM20a • �, EM2279 • EM 1760 EM 155C 7 X3.25" 0.5' X 0.75• W � Imo . 0.76 X 7 1 .5 X 5.26 0.75" �� � � ,� t.� � llllllll!l111llll��llllll/llIlllllllllll/Illllllllllll I!lllllllll/llllllllll//lll//I/ll/lllllllll/Illll V-4 UVIG " 411 —, — .. AWS - (�u , _ ISN ��{�•1 �� i 0.75. X 5� or for toe POOP 375 Atlantic Blvd. LAW LO too 4� .- LO g") ..M..._ f� ..�/• - - i.i,z,%7�.i;•_."�':��,-.e x.,i-._�a 'w-.k�",ti.:rr5'".� .. ..:`�:, _ u _ N - s, �' r ��� ✓ 7 .. ��` • 1,*6b . . - 1 EM4 "" . (40) A SLIDING GLASS DOORS AND FIXED GLASS . ALUMINUM STOREFRONT AND GLASS qV Mei M rte, 1. Sliding glass doors shall be shall be Andersen, Storm Watch Series, =y W M impact resistant units. The units are vinyl clad, white exterior color and natural wood interior. Each unit has a positive andnegative N` ; design pressure as indicated in the Design Pressures for Openings M . Chart. All hardware shall be corrosion resistant type with standard interior operating hardware. I 'd . 2. The fixed glass unit shall be Andersen Flexframe, Storm Watch impact resistant units. The units are vinyl clad, white exterior color ---- ---- -___.____---- -----�--- ___ -'-----_ -,_- and natural wood interior. Each unit has a positive and negative O design pressure as indicated in the Design Pressures for Openings >- W e _ _ __ __ _ ___ _ Chart. ' 1-7"11 - _ 3IIIIIIIIIIII�I . Aluminum storefront and lass shall be b Kawneer ore equal .. M4 •" x ' -• �_, - - ��f ;�_+ - '' ::.. .._�__ �, ' F1 0("I r° 'J L-$It `f Frames �.,� = p� _ -;---:� .- . . ____ _ __= _.4 , :- �` l - Url i l..- shall be standard anodized 1-3/4" X 4-1/2" with insulating impact V !I Ngo - 00._���� i I L *_%, 1 $ glass of light gray tint. Untis shall meet the requirement as indicated M W I �`� 'TiA_�-- I,-, ��` �* t f.f'(-* in the Design Pressures for Openings Chart and shall meet the - ,,:_.- - 1- IL f I IIII -.f < / i I 4411 I i 1 requirement of 120 MPH (3 Second Gusts) Wind Borne Debris Zone. [•�,� _-_w.� ___. �._.________�-�_.__--__.-_-_ .__.____-..�-_------_ •_ . --- -.__--, -_____ __-_-- --._ _ ___- - -- -_- -- -_--_-___._----_.____�_.-_-_-___.____.___ _______�! . 11 ____. �___ --_____- - ___----_--- _----_ --___ -. -_ -_. _ __ ___ f �- f� 4. Installation of the windows, storefront and flextframe unit, and "�", („� _.,�_____- _____ < associated hardware, shall be as specified in the manufacturer's r> IV 04 W -------�-.. ___-._.___________--.- _.-_-____-__-- --.------.______-__-_-. __�.____ _ __ _ _. _ _ _ _ _ _ - -_.�-_-77_ .�.__,. ___ _ _ - ___._,_____...____,_--__._--_-_-_.-,__.-,_ -_ ____.__ _._- ____.._.... __ .____- - _--,---___ _-__. _ _-_. ._ _--- -_,-- ---------___ ------- - -- --------- --- - ,�. .__ _ _ - _ --_ _ . __ _ __- ___ _,.- _ _ __ _._ _ _ __- �� installation directions or the 120 MPH (3 second gusts) Wind-B me9 - `' .i Debris Zone as defined in the Florida Building Code. The Contractor (0 ** - . . --- - -- - _. . ._ . -.. -- -- - ---------------- _ - - - -.---_ - ---- --------__-_ - -• - e W A_ .__ _ _ _--__. ____--- 8 P PP ..._-._ . - I. __ - - _ _- - - . - - - . - -- _- - _ ... ____ -__.__-----__. _ __ _ -- - __ � - . / ' ,;` f: manufacturer's information and data to mee these a uirement. _ - _ - o .) l.� � a . U *� � E* 1 S. 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I I - -, I _; - ---`--- _--_:-.�- �, - , -- _ . -.-I 1. _,. ._. i . . - ;{ t _ . ._ . . a -._ - _.. , ... -__. of . . , . - —- - I � . - __I--4— -____ - --� ,- --- . - - � IIIIIII��_. 4. � - ------I - [ - -..-_.w......_,...-._.r-.-.....-.,_.-. -. _.,_ .. . ..___,...._.__. - - _ - - _ _ -. - v...... .. _. _ " _ ,._..-�-•- - - __-_ ._„'-____ -_-._-. - _ .. - _ _ .. _. - _. _.. ._--- '_. .- - _- - ,_ - - _ - ` -- _ ... -._ ._ _.-.._--,-.- , _._,.--_----_-_---_.-,...._..____......,.-._.- -_ .-_,- --..._. -_._.-. ._ . . _ ....- _ - ...- ._ - ... .. - - - .. -,-. __ _. __-- - _ - _ _-•._ _ - - .. - - - ---'-'-_-' - .1., - _ ,-'--..,_........_-„._._- --.---- ,.- _---__.-_,.----- -._ - _ .,_._.-,- , _- _ _ _ _- - ..,---- -.. _ .., . , _ .. - - - . - -- . - -- -_ - -. _ - ,., - - _ _ _. _ - _.. ._- - - _ _ _ _ _ _ _ . _ ,_ - _- .._---._,...-........�-._.,.._,.,....tea.----�--_..,.._„___ __._.___.__--.f_._-------,--------- _„-_..-._.___._.____..P..____.-__ , ---- ------ ____..____.,_._--7___ _ _._..._ _ _- _ _ _- -__ _ _. ___._. .. - _ __..-_ _. _ _ ..- _. ...--.__. .__.____.-_ ._._.-_... _ __..__.-_____.r_._-.._.,_.__._.,._.-... _-_ ..... .... . ....-_ _._,_.. _ _ _ _,..._.,_ .. _ _ _ - - _ ,. - ."-._--_.. ....-._-.__,.. ..,-.. _. ._-, _ -.- - :_ _ - - - - .. .-. .-. *I----,------,--__ -- —-____- __ i I d=li:,It, :::: -----�- _� L a:*= - &*"*`&R%***1*&0�*1VV10 F10 - -_10h*^^%*P%1`_*#I 0 mi _=61j;A$q.4-1SAUA10*1"W#~4mA-%2XV7,V410,7VIr""I"Im WWWWOORM 1:="I 0 4 "KAM00% AW11I -"UK!IIIIIIIII`r11Wh_1II -- __ 0 - I ____ - . - ------- - ---= - -[__-13- , UMMM0100, • j{A'^'''�'� ¢/�'e♦,rte+, r:f", + �,-- 1 ''~ >•""s // ,.+i �• `` T `.MT'” � ,A�+"{1 ,..wt. r,.•�r }';v.,-'S., ,'� .. � ',.w b'�"" 4I.-� ~t/ /r '`a I (0 I ��,.,, to I i I /S.-% T �— ___ __-__ -- ., . ,-_- . . - . _-._ - -- . , - I - .-I - . � I . - -. - i 40 I 1/4+ 11 .0 I I .-f W-000 "�� • >o 375 Atlantic Blvd. ...._. 4 1*0 . � A ROOF COVERING - METAL ROOF COVERING t*I ROOF SLOPE 5:12 V N 1. Metal roofing, underlayment, flashings, valleys and drip edges, and their installation, shall be in accordance with the Florida Building = W M Code �) N W 2. Metal roofing shall be fastened to solidly sheathed decks. qy •• 3. Underlayment shall be W. R Grace or equal 40 mill ice and water � M shield membrane. I 4. Metal roofing shall be galvalume 12-inch wide pans with 1-inch standing seam and concealed fasteners. Provide caps at-all hips and ridges. "� . a "�"' ___� ____._�__�_.�_ 5. Metal roofing shall be secured to the roof sheathing in accordance 0 with the manufacturers recommendations and test data for 120 MPH �"'� 1. _.� _____.__1_- .. - . = F {3 second gusts)Wind-Borne Debris Zone as defined in the Florida _ �� - -Q Building Code. Fasteners shall be stainless steel, and shall penetrate �; ~_: �'�a '� l /___�~ : Y _..�`� tom. through the roof sheathing.. The Contractor shall submit to the4f 4 " 7�1 Atlantic Beach Building Department all applicable manufacturers i i 1 - -_-. - - _ - - . M�-t-0/t- r- 0�.:,�r-- I f-V , information and test data as required to meet these requirements. � = .< W f i . 1 b. Valley linings shall be installed in accordance with the manufacturers .4 0 ! � f ' ? ti t i I installation instructions before applying the metal roofing. N 5 I _,_,____�._ _- -�_-_.________�-_-"_,_,__ __�___________.__�.__._-._-.-_.._•,._______.._"_______. _ ----�- ,,..,�.. __....�_,.�._.-�,._-. .. -. 7. Drip edge shall be stainless steel r Iv w � � ' - � � - - - � e o m 1! provided at - - _ ..��.�...�..,w = ga be prov I'" 'V s e alu a and she e ----- -_ __ -- .- - .-__ - -__ .___-__-_1 - = -- - - �_�__- - __�_._._�. -- - _ - - -__ - - - - - - - - - 1-___.-____ - - . - _ _ __ _ . _ --.._ __ _ _ _ ._.- .. -- _ . -- .._ - _- _ . .� __ __. _ ._ _- _ .. -._. .. . .. _.,.,�_. m ,:.,;,: extend /. inch minimum of 2 in OR) roof edges an ped a minimum inches. Drip edges shall �/ W - .. - - - - - - - --- __ - _ ( ' c below the . and back on the roof a W ?Ne -_.-_ ._.__1____11_.__.� _______-______ µ.-_______ ... -.,_ - __.. _- _ _ - I es. Drip edges shall be nailed not more than 12 _._. _,H ._._._..__ ; _ - minimum of 2 inchC .. .__�_ --- -- - -'- - ' - inches on centers. 04 04W -�-_____- -_- ---- _-_- -- -• -----. -. - - - - --- -- - - - �w W ---•-----_--- _. __ . - - --- - --_-- -- - -- _ -- -- - T h --.-- ,� ,__ _ U , . �, P I (�(�, 7; 2 � I , I .._-- f-/i 0_4 ---, -.-__ ---- -, ---- _ . 1 1� ._. _ _ �_ N—AL _ __._ - HORIZONTAL SIDING - t- - -. - - - - _ _ _ r f C� -f r� _ .. It 1`1 - - - �` I k + t f ii �~ 4 �'' .lames Hardie Building Products horizontal lap siding with 6-inch plus or �)) a i i V I I I I i I I } E exposed ding shall be secured with stainless steel siding nails Z Ill - . - -. _ . - _. -- ; - - 4 � t minus d face Si all Ill I It I _ ._. ___.__ ___ _ _ _. ._ ___.__T-_ 4 ,I , H_ I - . - j _..�._ _ l,' '__ __.� _-. _ L __ _,- - - �__-_.; , jit through the sheathing and into the studs a minimum of one inch. Siding shall W _.- _ _ - - ---- --- 1 ---'--- ~- -' --- be coursed as required to meet the elevations and lines indicated on the 4 04 1 _�____ .____-.-__. - ---- � �•{ ® �/`,~ -, 'V � Drawings. The installation shall be in accordance with the Florida Building W Q f _ ----- - - . _ _ -- _,r-_:-- _ ,__-_-.__ -. -_ -_ w. --- _ __-- :::--__:_ ---, :------.- _ - __._____ _ ode, Category "C, 120 MPH (3 Second Gusts) Wind borne Debris Zone. - __ , -__ _ _ __ .__, __ --__ , ___ , - ., ._ ..-, ___ ._. - _ .,,_.__„___ - --_-------_______-_-.__ __.____-_-___ -_-__ _ ___. - .. _ _, :e_ _ - - - - _"�__ _- - - - .. -_ _--_ ._ .__ _ _ � : .__----�_ _._�_ -- ------=_-1� --_. .__ - �_ - . - -. - ..__-. - .. __.,- -- ____._-__--._-- - _., __..... .__ _ _ ._. _, _., ___- .-• -. . - _". _ . - . . -____.- _ - _ .___._-___-____- _.- _-_ g j-_ - _, _____ ,- _.._ Hca �nforma i n as req ire the d e (,04 OW ;pt bl t o to Atlantic Beach Budd.. _.-_ _ - - -- ----- _--- ---_ , , __ - - - - 7 , -- - -- - . _,. ,._. . _, _ . .. - ubmit all ap u' 'nd ,`� . . _ . ,. -.- - -.,,__..,._, _,_ __•.___._..a _-______._. _______-_______.-__ . - _ __-___-__ .- _ _ D artment _-- ..__ _- _ _�,__-_-__ _. _.-- ___.-.-_,--___.__ ._. ____.___ _ . . - . . .- - _ _._-_ -_---_-___-__._ p rr < _.___._.__- __ -. _ _ -__- _ - .-_- --__ -_------___ - . -_.. _ __ -_.., ,_-____._._-_- _ ._- -_ - ._ _ --- _.-.__._ _ __ _ _- _ _ . - va) g 6 - ,.__ ___ ,__ _ _ _ - --- -- _ _..._-._____:__:LLQ `-: .-_-_--.-.---__--_^ -_ -�_ .- - _ -_ _. ._. _ _. - -__. _ _ - - - - _. -.,-_: _ - _ - _ -. -- -=- _ - - . . . - - -_ _- __ ,__. _ - - _ - , _ - - .. _ ..._, . - -----_,. - -- .... ._ _ - - - - -- . - - - -- --- - . __._ - . - - - - -- ,.-,_ . -- . - - - - _ ._ -, - � � � Ct V. ♦ 1 � i ; I : VINYL 501 FI7 - �d t -- ,. . -.. _ _, ,._ - -----;Z_-; _ - - - _- , - . .._. - . --,-, .. . _. -,_- - --,.- - --- .-' __ _ - __ - .. ___ .. � .__.. _ _ _. _.-._. __._...___ _ - _ _ _-,- -_ - .- , . _ _ - _ _ __ - -..�._-_ ._.-_, -. - - - - I 04 _••___-•_ --.-,-__ "-' _ .__ .-'- ,. -- - .. .- ____,- ,- .- _ . , - __ - , - -- .--.-.-• ___- - - - _ __- _ - -- - f - - -.,- ----., .,---.--_-,--_------,-_.------------------ - - -, - -..__ - - _ __ _ -- -.__.________- -�.-- -- _,_ _ . - .-___ ----- -1. - ._..._ ___ - 9 W 00 . ,-,. •_•________,_.__..___.__._- _. .' •.....--- •-----.•_----'�--_.—w-"----"'—.,--. ----.-- ---_-.r,.,.. __. ... - - -- __—__._---- •_-- ' __----' .--- --_--___---_-__,---_-__ _-_ - - - - Vinyl soffit shall be bead board pattern ventilating, secured to the underside _-._ .... _ __,-..-.I------ .,_._____wr_ __.__---._ __.- ._.-_...__ ----.- ______ _ - ,_-_____ . ._ . __--_. -_ __ -. __ -. __ -.___..--__ _____ __ _ . _- _ _.____-___.w _ __. _____ ,,- _ _._- __ _ __._____-_____ . -___--_ _-_- W - ., _.__.-_.----._-_.__-.�._.�..w..___-___--_-,_--_-_- -- _.----- __ _-• -,_. __ . --- --------_ _ -_ -., - - --- -__ . ------ ---•-- --- - - hm .».. _ __-, , . ___ _-,_ .. ,_-_,.._.�-___--__._._._-_».__-___-_____--__--_-_.--___--- - -- _ -, -- ___ _ _. . . _ _ ..- _ __ . , _.. _ _ __. _- _ _ � � H 3 or noc y the Floridaa u' , ing o ,eet o e trusses blocking as require ori ode t ,d x - _- - . .-.__I __P__, --.--- __M::�~,. �:_-:---� - .- --.:_.,-____: - :. _ ---.- 1 _ ---, - Ill _. - ._: :-_ ��- 120 MP ( second d gusts) Category C, Wind Born Debris Zone. Submit to 11:6 � -- -�.�_-���.__-_----.y ___ _ __..__,-„___ - - _ - .- - -- -- -- _ .. ,- - - - - -- -- -- t Beach Building art f _ -_ _ _ - _- _.-_-,____________ __ ______ _.._-_..-___.._- ,_ __ __ _ - Ill _ __._. _- ,-.- _ -_. .. _ - ,._.__ _ __- . . __ e - _ - _._ ___. . ...._,..._.:j._�...__..`.-... ��..- ___.__. -__.w.--�---~:-�-�-:,---a----:--_ --_-_._ _.. __ __- __ - ..-�. _____.�_ _ _� _..:- -_-_._�_w.�-_:---;-- - - j the Atlantic B h B ing Dep ment the menu acturer's information for � � 99 . - .. _,_,_ ._.._ ._.,w-_-.-_.___._,___-__-_ -, _ ____ _._ .__, , -__-__._,__ _ - _ , . _._ _ ._ the installation to meet this requirement. a I , , - , _. ,-..- ,____..__- __ -- --_ _,_.---"--- --____ - - --_-------- -------------- - - W" _______ ___- _ --____---_— _-____ _ __ _ - -- . _ — I q T..: ^�w._ a�: _^:,;w: :_: :-- . p - ------ - _. ___. 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Ask ,p zoo re-(R F to- KIN AM JLW Ash --� w c .. i ' --,- / /�`,� 14` O ____._.___._-._-.. -.--•_-.-_..------_--_--_____ .._ ..__ __ ..,,__.._. .... �' i � .fir d PIA Jo r �` rr/ F211- OF ' 31 10 a 10 ,t T.a1/11-L Z_ rN tar Alh(Y F I Col% Lo 910 bf (p 40 "7 LO Li �. c P l 1 1:07 7 E;fu 1� I 1� �r 10 .0 t* Co LOO 411 LO 1+ YOK."i i q1t G.rI c / . _ - � � - �.�_. �` n. � 4 -� � �� � .r .� .. � • � � � � �� � � � t�� _ � � � � 375 Atlantic Blvd. • '•h -Z F "' / i r„ r epil $♦, d •n ' fxt a ; Sn ' £k _' ..r 1 �� _a,. ' �� - V 41 P iffif z 7�_ e IX f/. f//-, I ITIFf It [IT-MIT r 1, , - 1 , 114111 '11 =TTTI7Tr I AT(1, � I 'IBIS 111. - (90 1 Vi __. ♦ .._. _ i �, _ _ _._ t 1 AQ WM _177 "WWI ON 40 Slow % 0 IT It 1�I 111111111114Q11 11 I of '" R3 ",4 z "i ( ?'�f Mode w '' % V . --- - _ rQ AL Ira[ I 40Iro A o - Gr (#41) Cl) e N oF L Lo So Oil 65 0 20 y 0 41 of) >d >0 r J .w.. �, 4C . . `� N rpl. s• 5 Ian ZIP EGRESS REQUIREMENTS t V40 CCY nCel, - _K: / 4 -- Gross Area—First Floor 81'-0" X 63'-0" -5103 sq, ft. ► �° f W � _ ; /7N 40e Occupancy Load — 100 s . ft./person 1 P Y 9 Pe 5103 sq. ft. div. by 100 sq. YA fit. = g e s Egress width - Level a 0.2 Incheeperson t1 2 Doors a@ 32 Inches _ r 64 inches X 0,2 inches 320 persons -- — 5r0i< 320 =0, L rrg•r.r . r . Maximum Travel Distance= 200 ft. Table 1004 400Travel Distance 51'-0" + 41'-6"= 921-6" 921&"< "a oyu t' T U r, .. C� W FIRE RATING REQ NTS 14 02, 11 two - f 1 I '` I +I /}F7 t ► �� �� FWt Alm 1; Table 704.2.4 U Ied 0"upaucy Load 32>30 . � .�� - • ., �-dour #ed Partiti�t��I�ed � � '�'� '� ;s • . , :_ k' . . r � Coatiavtru:to Dropped:Cg a 2 X 4 Wood Stade witi 1Iileiaau�n 'SM inch'Type"X"GW]P'U eb Side U.L.303 - } IAtcror neB aim z"k9W ..`Hour JWW Floor- e 1 'Iie"Ut u"14 4"U,14�o0i Olin 1 0000 U4 T .fo A., - _ s-s 375 Atlantic Blvd. ' � • p r .. .•P e'� � §�' a j _ ... � .. , , ' •. ._�,w,..+n.,r►•_._r..r-.w•Iwar,,,+.,�+.r,-�'-^'+___.._r..aa,.7r.-_em...... -_°rrM._.•I.-.^»..�r,....,.F_..rw__ .-.�_-_.n_-.,_.-�-r-__.`-.__..«_v-.-,.'_.wr,.._,._-_,_._.._.._,w...-.v_,._, .n1•,n.r-+,ar+1gY►,+_�s.�1++�r_. rwnrr-._+._ J��,+/'y' ..,.-- ----"-�•-----_ ------_-- _ - -_ _._._.._�. -.--�.- _ _ _ . � - r .. _ - , e. ' � � ,w.r-1►^f,-.+•-r-,. -_ r.._ ._ ���._..+,r.,,_._._._.__•_`-•___._. ._ ___.__-- -. r.._ . _.__ _ .r ..r.. h-„...._. _rr�n nr r-,r .+w�.--- r • - r � � - .-.._an r.-___-,--•+1r v..rw_....nr-._ _..__. .._ .. - _- _ ___ ._ _ ._ _ .. ru._.r....,._._ ..___ice -.__..__.___.nw-..e w__._..__,._,-r.s. ..__..-....-__.-.-�_-,._..._.r__._._ _.._-. s..-. , n... -. r... ._ .,...n.... _...w.--w_«m 11 lot, . 00 M __-. AT j Ltit-t j-1 il _ DLI _74- 6dt \ - 1 .a lit il U W ax)or f. may` :`►” ~� le 44 2101 '' ' �- z rA t i-:�,L'�N -lit AS- U 7_ 14) 411A t ro 41 se- ► .;,, �� j �� �--�� �� . roVy / T ; — t[woo t -VIWIkN w - Lo 1,0 S2 AAOV- o... EGA REQUMEMENTS f , \ ! LTJ�or ..- _ _ J Business Occupancy A ro Piz Gross Area—,StCojW f1g2r 53'-0" X 72'-0" to 3816 sq. ft. ` WIL Z: *� i� Occupancy Load— 100 sq. ftJptrson --- 3816 sq. ft. div. by 100 sq. ft. s w to is --- - - - Egress width S i =0.3 Yncbes! n 2 Doors Q 32 inches - ——--- _ _ 64 inchts X 0.3 inches = 192 persons 34< 192= O. Maximum Travel Distance 200 ft, t i 0 ,� �t r Table 1004 _ _ _. _____ _ ---- _ _ __ ____.. -• ._-._ _._. __-- _ _.-- _ - --_ _ ___-____.____-- __---_�____._�� ___.�_ -- _--- __.__ __.- _ -- Travel Distance " 4 -6 W-10"+ <200'&„ o, _ __.. •- �a - , H N111 rR • 4=1 J--- ---- :::44 - 1 - >4 411 ' � � 1 � ' '�r)4 �' FIRE RATING REQUIREMENTS Sugli.__ r Esit Access onrid2rs Sao aded Table 704.2.4—Un�sprt�k+e ! Y r d. Occupancy,Load 30>30''-Hour Raw WW coaatinuous to tawd &tfi""�A4:2.1.3 2X4 & 2X8 �T .� oa4'$twdi*i;b , ?W_____7� tot Minimum M iacb Typo.OVX GWS 1 ' • . .� Each Side 308 T MY Awft v #�+:{ '�.°tie a ` � - e ._ ♦ 4 e 375 Atlantic B s lvd. Rw $' , 77 Provide and install horizontal siding as manufactured by E LNOTE ''AND PEI�IFICATIONS MASONRY James Hardie Building Products. Install in accordance with the manufacturer's standard ROof Hath: Bilco or equal 3'-0"wideX 4'-0" lou with curb. the unit G N8 and installation shall k . installation for 120 MPH, Category C,Wind Borne Zone of the Florida Building Code. meet the requirements of the Florida BuildingCode for 120 MPH 3 sece#eid M Blo NMona Concrete units shall be standard weight and shall be of the sizes indicated Initaliation�shall be with stainless steel nails. +( gusts)Wind- FSM ,.•.� • Install in accordance with the manufacturer: atand8rd ~ , ,�,� g - borne Debris Zone. on the Drawings. Provide galvanized masonry wall reinforcing at 16 inches on centers recommendations. Submit shopDrawings. W M vertically within the wall. See Structural Notes for type of mortar. Vlnvl Soffit: Provide Bead board vented vinyl soffit as indicated on the Drawings. the mechanical, Demolition:Demolish aetd remove fro* the Site r4of.walk. paying,electrical, installation shall be in accordance with 120 MPH, Category C, Wind Born Debris Zone. Pull Down Stair:_Precision Ladder, Super Simplex 30" X54" aluminum with handrails b plumbing services, gad Aother is lid improvements leaving the 14 toot high block and PriSk• • Brick units shall match the size of the existing installed brick and shall be Owen Building Specialties. (904)384-9397. Submit Brochure. � brick wails at the Sont.1h-cast and West including the foundations. these walls shall be secured to the existing block units with galvanized brick ties at 16 inches on centers both IJUI.LDING INSULATION P6 braced before,duria' and aflter,demoliti�on and shall remain in place until all of the new horizontally and vertically. Brick ties shall meet the requirement of Section 2109.3.1.1 of Built Uv Roofing; Vulkcm or equal liquid roofing system 450 and 451 Series applied in t First floor structurtit edeents are3ia plate. Contact the Architect prior to beginning the the Florida Building Code. Since the brick walls are to be painted, the color of the units • Providt R-19 fiberglass batt insulation at all exterior walls. Provide p W,,,g�j.lwkk i on: rg . . accordance with the manufacturers standard specifications and shall megt the Florida • work so as to have a caigplete,understaodleg regarding the scope and responsibility of this need not match the color of the existing brick. sound batt insulation at all Toilet partitions, Hall and Gallery partitions and Office building Code requirements, . , and shall have the following Material • g q Section 1508 9 2 activity. separation partitions. r compliance, ASTM C 836,C 9571, D 1227 OR D 348. All work shall be true, plumb and level. Remove all excess mortar so as to render the wall Provide 1-1/2 inch thick Styrofoam insulation board or i-1/2 inch foil backed fiberglass p o de ty r8 G� Excavation, Bite fdlf g d Grad f accavate to the grades and shapes indicated on the smooth and ready for the application of materials and work required by other trades. insulation on interior surface of concrete block walls. C ulkigt¢ttn� Sealants; Caulking and sealants shall be butyl or silicone olid shall match M� 14 Drawings. Backfill as required to all elevations indicated and provide clean cell for under the surfaces sealed. Fire caulk all piping and other penetrations between floors and as + stab and final grading. METALS Roof Insulation: Provide R-30 fiberglass batt insulation between trusses. required by applicable codes. Use special non-expanding sealants around door and window installations. Ttrm+itt Protection_: 4Provide under~slab"Termador" treatment per all code requirements. &Ijctural Steel: See Structural Notes and Specifications. All Structural steel shall be of TOILLT CUUNTER5, IOPS, AND TOILET PARJITIQNS Provide'a Termite B"de the sizes and shapes indicated on the Drawings and shall be finished with a non-corrosive DOORS.WINDOWS AND GLASS � ` - finish. Provide Shop Drawings for Architect's approval. loilll &om Counters AUd ons; shall be solid core laminated plastic. Color to be selected ,..a in and other accessories indicated on the *� s �► S't_�t D_ratnaag,•ani;i Provide hilt,piping by the Architect. See Drawings. Wood Inte�rigr Flush Doors:, Birch faces, stain grade, 1-3/4 inch thick, 20-nein. lire rifted. ,�► � Site/DraIRagt Plans. 's ►vide ttN ntllltiei as required and indicated for the proper „Miseejlaalleous Metals: Provide all miscellaneous shapes and sizes including shelf angles, W operation of all systems. bolts, nuts, washers, and any other connecting devices required and indicated on the Toilet PartiliooBs: shall be by Bradley or equal. Series 400 Bradmar solid plastic, floor Wood Inttrior Paneled Doors: Clear Fir or Ponderosa Pine, stain rade, Drawings. All metal uplift wind connectors indicated are b Simpson, hot dipped mounted overhead braced with a{! standard accessories and coat hook. Installation shall "` � S 1-3/4 inch thick, a • he paving arras and walks as indicated on the 8 P Y P PP � 20-min. fire rated. Pa� Remove, patchl sestl and re-stripe i p g galvanized. be in accordance with the manufacturers standard recommendations. Site and Drainage Plans and as Indicated on the Civil Engineering Plans for the Atlantic Alumi__num_S,tore_front Doors. Frames and Sid�eli�tes. Kawneer or equal standard anodized Boulevard right of way re-structuring for the brick sidewalk. Metal flandrail Systfm; The metal handrail system indicated on the Drawings shall be hot MOISTURE PRUT,FCTION (Gray) frames, 1-3/4 inch wide X 4-1/2 inch deep, with insulating, tight gray, impact glass. dipped galvanized steel as indicated on the drawings, Submit Shop Drawings for The total assemblies and installation shall meet the requirement of 120 MPH,Category C, • See Landscape Drawings. L&IldstagingArchitect's approval. Comply with all applicable codes. Membradt DechWatetRtrgQii� Exterior deck membrane waterproofing shat! be Vulkcm Wind borne Debris Zone. Submit manufacturer's product information for materials and urethane pedestrian traffic deck System with base coat as required for the installation of installation to the Atlantic Beach Building Department for approval. C()NCRE'I'E CENT ceramic the finish surface. This product may be purchased and installed by Coastal Provide Construction Products, Jacksonville Florida. Telephone 398-7171. Provide :Metal Doors and Frames: Provide Meta{ Doors and Frames as indicated on the Drawings. F Form-alt concrete to the shapes and sizes indicated on the Drawings. outih CsrDCnIn; All dimension lumber shall be Southern Vellow Pine, Item-fir or equal, manufacturer's standard warranty. Doors shall be flush, 1-3/4 inch thick,solid core. The frames shall be steel formed 2 inch all forms. construction grade, 1200 P.S.I. or better. Lumber in contact with masonry shall be wide X 5-1/2 inch deep,filled with solid grout, and all anchoring as required for a 1-1/2 pressure treated. Plywood shall meet all or the requirements of the American Plywood Hetid aggQgS and AlembrAng.• The membrane under the metal roofing system shalt be hour art rating. The exterior exit stair door assembly shall be hot dipped galvanized and Reinforcing Stet . Provide Ap inforcing seed indicated on the Structural Drawings. Tieapplications •• ,"'•I • wired b all Association for the indicated on the Drawings. All nailing or connection shall equal to W. R Grace,40 mill, ice and Water Shield" membrane, installed in accordance meet the requirements for 120 MPH. Category C,Wind Borne Debris Zose. W •� and install as required by all structural notes and requirements and as req y be as provided in the Structural Notes and Speciflestions or as indicated on the Drawings. with the manufacturers recommendations. The metal roofing system shalt be 24 gage codes. Gatvalume metal roofing with clear acrylic coating. Style shall be standing seam pans. 12 Finish CALRsotai Provide and install all shapes and sizes indicated on the Drawings. inches wide with 1 inch standing seam and concealed fastening devices. The roofingConereZ• All concrete shall be 3,000 P.S.I., unkss isote�d,and shall be of the sizes and Casing, Base, Door and Window interior trim shall be finger jointed white pine or equal, contractor shall use protective covering on footwear to assure a blemish free finish surface. W shapers indicated psi ilii Dt'iAsv ►gs. A8 exposed concrete shall be finished as indicated and sanded,and ready for painting. Shapes shown on the Drawings are from Excel Millwork his: All associated flashing,gutters, downspouts and emit drips shall be Galvalume or stainless f # a dBiio al flat ; I' die* inother$ectiops of these Specifications. Mouldings, Inc., 7001 Fortune Boulevard, Midway, Florida 32343 Tel: 850-S76rT228. V shah fie ready os• sty d, - fly, t Y• steel. Stidia ,I rs. Andersen, Frenchwood, FWG 1U068-4 Gliding Patio �►rs,AP wbbc Exposed coucftte side:410 have .# light broom finish. Mastic WaterDs gGag: Provide and install hot moped on asphalt master waterproofing # • ...._._�,. vinyl exterior cladding and wood interior finish. Provide brushed poliab4ed chrome pulb s E�xte_r_i,or AM I ri s Exterior Window and door trim shall be pressure treated and of the over the concrete,block prior to the installation of the brick veneer. Cold applied mastic of and coastal hardware package. Provide insect screens. All doors shall have af'insulating ° shapes and sizes indicated on the Drawings. Install with stainless steed naris. comparable waterproofing may be used if approved by the Architect. Submit samples and impact glass and the materials and installation shall meet the requiremetsts for 129 MPH, , information brochure, Category C,Wind Borne Debris Zone. „�► 01a H c� _ FLORIDA BUILDING CODE, • mastic or cement base as ,! • The setting bed shall be either DESIGN PRESSURES FOR OPENINGS � ,�,gtt ng Bed and Grouting. The painting contractor shall be responsible for - �� • Anderata Fks-Frame, SP.white vinyl ex cladding and wood recommended by the manufacturer for the proper application of the ceramic lite. Grout all P t po o sanding W and Preparing all surfaces including • vain °1 W Fixed Glass Win Dios., p pa g g puttying all nail holes and caulking all joints prior to � interior finish.Glasf shall be HP,insulating, impact type and the materials and De cis joints. the application of primers and paint. rw7a im r installations shall meet the requirements of l30'M,PH,Category C, Wind Borne p �krt�+) ' Provide an allowance of$10.00 per square foot installed for ceramic,tilt to s++oa�NOW i•m espy �wr4r. Zone. er � _,.tial o„ors.,Fygmes agd S�fr Uing Systems: Metal primer and two coats of high loss be selected by the Arch itect10wner. Submit samples for selection. oil base enamel. Color to be bright white. g 8 VftrnaiPreavx*eos,RcieW o''° t1VtEe1VAtMONAI,LLC 'iOb o"`x"°" �'�0''9"�"o • Mirrors rer the Baths shall be Va" polished plate glass and shall be of the sins g r.A V W IN M Roe!lowl IM 84 , o wear+req � .� sWirrp t.«+s+i+till as indicated on list Drtt�ivtngs. �A Col,o_rs_an�d Sam All colors shall be selected by the Architect. RorsrooM JX12) s „�Nupobw Wood Flooring; Provide and install 1/2"wood tongue and groove, red Oak , standard plank FINISH HARD-RAUSP CIALTIES flooring to be sanded and sealed with three applications of polyurethane finish. Prepare all .� o included on the Drawings. surfaces as required for the proper application of the system. The flooring to be mastic • See Hardware Specifica l eta 8 Toilet Room Accessories: Bradley or equal stainless steel. Provide all backing as required. applied to the concrete substrate. Installation of the wood flooring shall be perpendicular Towel and Waste Receptacle— Model 2297 recessed satin stainless steel. A ° 2i wio►rN sin r9arym A Radbed 4 *7 7 i1 A 4" STUFZCO - to the route of trove . Toilet Tissue Dispenser—Model 5124 recessed dual roll, stainless steel. s ��, 4 4.a a si :sA a • rate sofTit nor to Flooring: an allowance of$10.00 per square foot installed for quarry tile or �p Dispenser— Model 643 satin stainless steel. c moohm 4 19 sA7 8.07 Valor Birrier: Provide 1S Ib. Felt vapor barrier over the plywood substrate p Tile Floo inn Grab Bars—812 Series, stainless steel. similar the flooring. Provide resilient undertayment prior to the installation of the tile. ° P"d�"' s > 10 3 34.0 4" E fi»sd tam 4 21 10 3 �A X1.0 the installation of metal lath. g Mirrors—%s inch thick polished plate glass, full width of counter, height from top of F iia Oba 4 19 � 7 3*7 at 7 Grout all joints. • Metal lath shalt be expanded,self-furring, zinc coated type or Aqua K Lath backsplash to 7'-1" above finished floor. � Dow 4 Metal Lath. P 1 at.s 7 vin Accent bands shall be • Provide an allowance of 550.00/sq. yd installed including pad. 0 s 7 3 sal with paper backing. AM corner beads and accessories shall by yl. EOUIP NT •U4.7 paP ° Door � s s s. 7 fo and aha be of and aha indicated on the Drawings. Ishstallation shall be Carpet and pad to be selected by the Architect/Owner. Provide all nail strips and 10 4 4 a 1 1 .sr 1 styrofoam shapes in strict accordance with the manufacturer's standard recommendations and the Lath and accessories. Installation shall be of the highest quality and the installation of seams shall be �� 4 4 0 t .1 a7.1 A ea: Provide an allowance of$1,500 for an under counter refrigerator and ice 24 N.a.°o'0t 4 is a 8'67 oat �i Plaster Institute'of America and shall inset the requirements of 120MPH,Category C. as few as possible with the finished visual affect almost invisible. — is al.iii.ow 4 It s Q 7 s2A 1 maker. Appliances to be selected by the Architect/Owner. 2e Door 4 tsa a 7 1 X7.1 Wind Borne Zone. Rubber tt Flooring in Exercise rooim: Provide and install foot X 6 foot rubber matt 27 ai.oi.s�oo. s t• 3 e.e7 » • lath first Boat and brawn second coat over the flooring. Provide an allowance of 560.00/mat for material and installation. Productl�va-,Elevator: The elevator shall be as manufactured by ThyssenKrupp, y qual. vi.noon s ,0 4 es7 Provide scrattb oft over metal la hydraulic or c •41 ,�tkeco. Contact Ben Garrett (� 260-4656. 2v .a.sao« s isi a ail scratch coat, Skrs►teh i�rid brown coat shall be compatible with the finish coat. The finish purchase and installation recommendations may be received through Bailey's Gym, David s. 4 ,v s `� Hd ~41 coat shall be etastomerk with,integral color. Finish of old Areas shall be a "light wormy Bailey, at the Bailey's Corporate Office. The cab capacity shall be 2500 lbs., Marquis 2S, ADA accessible, left hand opening door, Z1 6L oi.Doo. 4 �• s . 7 4 telescoping,hoieleas pit. �'�► 4 tri a IRV �.i type"with accent b�ibdo of smooth sand finish. Installation Shall be in accordance with the Cab Interior: z, a.Doo. 4 »a a 4 i7 manufacturer's standard eommendationts and the Lath and Plaster institute of America. F s' a. 4 »a s ea7 Floor to be ceramic tilt provided and installed by the General Contractor. si.oi.o 4 io e 6.67 Wails to be DAP style with F-111, Williamsburg blue, laminated plastic and cylindrical 2e .at.DOW 4 1s a e.e7DrYwAH • Drywall be ►psesm wallboard and shall be 1/2 inches thick for standard Exterior Hardie Board Siding: Benjamin Moore primer and two coats of exterior latex "'A" railing. 27 SL and Corridor cess walls. Roof resistant house Sint. 20 kW oi•°00� 4 !• a e.e7 •�sA type and 5/8 inches thic(C for Type X fin code for Gallery egress mildew es p Ceiling and Lighting to be "D" style stainless steel. w.savor s 1s c ` ' s shall have`Ili inch-•thick standard type. See details for the installation of Type X edigg Door interior and exterior to be stainless steel. � r' i its Al!drywall shall be taped,and finished and sanded smooth • Benjamin Moore wood primer and 2 coats of Benjamin Moore fent code at interi0 otrt do rywEjterior Rood rem. Threshold to be aluminum. required white high gloss mildew resistant enamel. �f r"dy for the appliestion'of para . Provide ernt'r beads and accessories as wired for Interior Control Station to be standard stainless steel type with telephone. IL 44e proper application-of the system. Zs►stattation of drywall and accessories shall be in " trona. � Benjamin Moore rimer sealer and 2 coats of satin, washable, later Hall Lantern to be style"L". iterior Drywall; 1 p Itceordance with the;snapufieturer a standard recommends Provide all equipment and installation as required for the proper operation of the system. t interior Sint. P Provide Shop drawings for the Architects approval. wMV aNdpsa+v��fta sA CERAMIC TILS In__tenor D� Sand and seal with 2 coats of polyurethane. System: an allowance for two secure systems to be selected b ' mint over floor substrate as Secu •�,�y,�---,'p�i h' Y y the � w Undec#aveusnt: Provide resilient expansion underlay Architect/Owner. Consult Owner for choice of Contractor/Supplier. s of the setting bed. n • Benjamin Moore Alkyd enamel underbody and 2 a y recommended by thf nianarfactnrer prior to the applicationg . , . coats of Benjamin Moore Irripervo Enamel. s s i t� i u .Provide dorarack substrate. V�'all Subatrats ` •-, . ., ; i 4 � A< F8C1v101 GopA t 2000.stuoluns kow"S w,LLC 411+�JbS /'• : 375 Atlantic Blvd. , . vy. '..,..7'`"43'•!. S yye.&,, ...;,. d'•r }a„r- 'r.,”Y.d t a .. t "jrr _ - , ": '4.af }h ''$aap�t,.r_�,G+r•:t. ++ `ac` `,��k� t ... ..1 - - .- ..« .i ., .`:��. ° ,ik?t."��-v."s"d',"'`y�•"t.w '=�a �: ..�'� _... ....�._. ..is - E, 3e ,. `' - • ," _ - i 3 ■ a CL 3 rN�a OLD - Le N t 3Cm 0 01 N a 8 `ru CID 84'-6" 0/0 OF BRICK aZo W N } 09 �� �— Na M w W = cu N UW WLAJ ■ N �� O N O OD 0J F- � 3W WN z I I ,,,,, m �m W M X j F� NN A Q Q z I W I W W � o � ALL.p z I I I I . .. �X EXISTING FOOTING ( 8� z �� > Q1 _ I I wJ O I TO REMAIN I I ( Z I I I _j C3 � L) %0 I I EXISTING FOOTING I I I I TO BE REMOVED Q W Cu lJ p4 LLJ j c) -t EXISTING MASONRY WALL W H C3 (- REMOVEDfy BE I � TO p Q I W gm I I ( I PROJECT NO. 5005 I– W EXISTING MASONRY WALL I I � o ( TO BE REMOVED LD � Q ~ � I � � I I I I I m I I I I ISSUE DATE: 0420-05 of I L I a I I I I REVISIONS: � I a EXISTING FOOTING EXISTING FOOTING L7 a TO BE REMOVED I I � I TO REMAIN � I Z I z ' I DRAWN BY: GGW Lj W I I z m I ( WJ N I I CHECKED BY: NZ Q J I I L - I Qz � W I I Q � I z� EXISTING MASONRY WALL -w u- TO BE REMOVED ( 0 o I ( EXISTING MASONRY WALL W O i ( EXISTING FOOTING 00 (� U / I I L� TO BE REMOVED Z I TO BE REMOVED w W Lj oWI ( J U) I Z w H N I I � W I Pm J Q = 5R I Q w EXISTING MASONRY WALL I I I w I U a EXISTING FOOTING I 1 d- Q/ TO BE REMOVED I z EXISTING MASONRY WALL I TO REMAIN D Q w I I I � � TO REMAIN INTACTof EXISTING MASONRY WALL I �. I I D � W m I i0. I I w w TO BE REMOVED � � � Z Q I I I � � N I � z w I I I~ L3 y —, (� � Z A x o I I I aiWWZ w I `— Z Q I W w °° I � I I � z �.. J i I L_ J moWW D L I I WZ Z z I N WY '-'♦ oc > zI � A =3W o i EXISTING FOOTING EXISTING MASONRY WALL TO BE REMOVED L W A ~ A I TO REMAIN I o I IQQOQ a I I z = -� w O I i I i w I I I z EXISTING MASONRY FIREPLACE Q I CUT AND REMOVE ENTIRE TO BE REMOVED I L3 ( EXISTING BRICK COVERED CONC SLAB EXISTING MASONRY WALL EXISTING MASONRY WALL I I I TO REMAIN TO REMAIN INTACT I F—� II I � Q I a I I z EXISTING FOOTING I H W :D I TO REMAIN Z O I 3W w ( N I A4 a w I � w I A ixz W W ix Qf Zy I I DEMOLITION LEGEND Q A Q M Z �I I Qo Q w ® EXISTING WALL TO REMAIN A J 5a l— U Li w a W >- O EXISTING FOOTING TO REMAIN Q W = z J U �C3 W I $� EXISTING WALL TO BE REMOVED J W U U r z w DEMOLITION PLAN H as - O SCALE: 1/4" = 1'-0" EXISTING FOOTING TO BE REMOVED W J J z Z = H 1— QNADEEM ZEBOUNI,PA Q Q ATE OF AU ORI NO.: 9790 2 tf I 1 a ! NADEEM G.ZEBOUNI,P.E. STRUCTURAL ENGINEER Reg.No.16736 375 Atlantic Blvd. 84'--6" 0/0 OF BRICK Q 409-090 3 Mw� .^ �� w -j N W NEW 12"DX24"WXCONT. CONC FOOTING W/ (3) #5 10'-4" U ao Iw CONT AND #3 ® 24" C/C TRANSVERSE - TYPICAL. cgs U' TOP OF NEW FOOTING TO MATCH TOP OF EXISTING = aZ �� W FOOTING ELEVATION U.N.O. 0 M9 �X w I af W _ U) N U W .. w z z z z H CD LLJN Z o r -� �— —� r � �q wN J __ z I 7CMU JOINT EXP. JT. I NEW 8 CMU - W �� N0 W EXP. JT. I REFER TO SHEET A Q fff I I W * _ o EXP. JT. "S-8" FOR WALL 0 x �/ � A REINFORCING Q z I EXP. JT. I I JXgy Q " I DETAILS Q 8 f -� NEW 8 CMU - I o I Z W J 0% REFER TO SHEET I I 49-691 9 " J W W » I1 0 �' w S-8 FOR WALL REINFORCING NEW 4" CAST ONCRETE SLAB W/ 4" Q LL- o I I _ --� � I DETAILS I6X6 W1.4X WELL COMPACTED BARRIER � A V � N � I F-14 EW 8" C U - AND TREATED, I Q _ I I TOP OF SLAB I � Q o I REFER TO SHEET -100'-0' J W to "S-8" FO WALL I TEL = ASSUMED A I I I I REINFORCI G Q I W � �- I DETAILS I � o I � Z � _I _1 i I � i l (3 - - - I I 1 0 0 N N N N PROJECT NO. 5005 W C F— W 1 w . o I o l7 I Q I- w EXP. JT. o w m M co { ISSUE DATE: 04-20-05 o I a - — (- -C ._ I NEW 8"X16" ADD 6"'WX7' 0"LX12"T 11'-2"X9'-0"X12" CONC COLUMN REViSiONs Q CONC. W 1 5 L.W. I CONCRETE MAT CONTROL JOINT C.J. I W/ (4) #5 a / ( ) # W (1 5 TOP VERT & 3 TIES Z & (7) #5 S.W. DRILL, 0o A D BOTTOM S.W. I AT 12" C/C W z CLEAN AND EPDXY I I DRAWN BY: GGW o DOWELS INTO EXISTING & (10) #5 TOP I I _ I 3'-0"X3'-0"X12" z _! m AND BOTTOM L.W. I $ 7 W N FOOTING S.W. I i I EXP. JT. POURED CONC Q I I TOP OF FTG I � I CHECKED BY: NZ V 6 _ _ I L I FOOTING W/ _I - is, EL 96 0 I (4) #5 EACH Q Z Z " I TS 6X6XY4" I I WAY BOTTOM U Q H w 3 -2 - » TYPICAL I $ TOP OF FTG 2 I TS 6X6A4 I U z I I TS 6X6XY4 EL = 98 -8 _ w -- TYPICAL I TYPICAL � 1-- W - - - - U ~ I' I TS 6X6XY4" Z W U 70 rn 1— z — — — I TYPICAL - -� W W 0 r �- Y L 1 2 I L I I J U I I t3 � tv - Qi $-7 _ _ I I I � Q i v LL- z o _ { TS 6X6#4" I P.T.8X8 WOOD O I— U Q o co 0o I { I TYPICAL I I I I I I I I ( POST WITH "ABU88" o U Z ix I 1 1 1 �--, W I I I 3 0 v� I ao { 7'-0"X7'-0"X16" 2 I — I — POST BASE 0 W a. I I , , W o POURED CONC — ,_I _— —I I J I TYPICAL I Z Q �-I 1� -�- _ l.7 w o $-5 I co o �' �..� U N _I FOOTING W/ I I I l i o Z 0 w I » » » I r ,...� � d i (8) #5 TOP AND Z A of co I I F » 7 -0 X7 -0 X16 I I I c0gy CL BOTTOM _ x r , I 7 -0 X7 -0 X 16 POURED CONC I I I W W Z w TOP OF FTG I '_ " I „ » ,• Z Q POURED CONC FOOTING W/ 7 0X7 0X16 7'-0 X5 -0 X16 I I W '�' EL = 96 -0 I FOOTING W/ 8 5 TOP AND POURED CONC I I POURED CONC L J . - �-- I ( ) # o c� 8 5 TOP AND BOTTOM I FOOTING W/ FOOTING W 0 J L J I BOTTOM TOP OF FTG (8) #5 TOP AND _I (8) #5 TOP AND I I o I i �}- W Z Z Z m ( I TOP OF FTG EL = 98 -8 I BOTTOM BOTTOM S.W & I I N W Y c� TEL = 98 -8 _ Z » I I TOP OF FTG (5) #5 TOP AND I I 3' 0"X3' 0"X12" 1 3 -0 X3 -0 X 12 _ I � TEL 98'-8" BOTTM L.W. POURED CONC m A � W o c i POURED CONC -1 I I W Q A �- x P.T.8X8 WOOD I TOP OF FTG FOOTING W/ ~ I I I WA I FOOTING W/ _I TEL = 98 -8 (4) #5 EACH >— o � POST WITH - FOOTING a I POST BASE I (4) #5 EACH i rI 0 I I I W AY BOTTOM C3 Q TYPICAL WAY BOTTOM TOP OF FTG Z 2ix 'I OLTOP OF FTG I I I I L L EL = 98 -8 TEL = 98 -8 L L___ CONTROL JOINT (C.J.) o I I w N I I O i O >- z I U U U I L I 7'-3I I III 14,_6” 17,_8» 179_89' ( 17'_8" I 14'-6" o II 4'-10" III $-6 I r F-1 -00 1 N co N Q � I N I I - " CONCRETE SLA W W z I I NEW 4 CAST �/ I Z 0 6X6 - W1.4XW1.4 WWF OVE VAPOR BARRIER m AND TREATED, WELL COMPACT D IFILL EXP. JT. I w I I W TOP OF SLAB D I EXP. JT. T EL = 100'-0" ASSUMED i w I I I I q w ( W Z i >- L U � M o- I w � I H _ w I z w I I y z � Q p II ao w I o Um L- I I ! LEGEND I I W >- I W = O QJ U w I I NEW 8" CMU WALL W/ Q 1 BRICK VENEER TO MATCH EXISITNG Qq LJ pq NEW CONCRETE FOOTING W U U H a-� 84'-6" 0/0 OF BRICK EXISITING MASONRY WALL TO REMAIN F---I (,i Q Q 0 = J J f EEM G.ZEBOUNI,PA NOTES: mn ATE OF U' 1. REFER TO GENERAL NOTES AND DESIGN CRITERIA ON EXISITNG FOOTING TO IREMAIN No.: 9790 SHEET "S-8" 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL � NE FOUNDAT�ON AND SLAB PLM� ® OPENING DIMENSIONS AND OTHER DIMENSIONS THAT ARE NOT SHOWN ON THIS PLAN. Z SCALE: 1/4" = 1'-0"� 1 3. TOP OF EXTERIOR FOOTINGS AND INTERIOR El P.T. 8X8 WOOD POST ,f CONTINUOUS FOOTINGS TO MATCH TOP OF EXISTING �/ =2 EXTERIOR & INTERIOR FOOTING ELEVATIONS, TYPICAL U.N.O. 4. REFER TO SHEET "S-6" FOR EXP.JT. AND CONTROL NADEEM G.ZEBOUNI,P.E. JOINT DETAILS. STRUCTURAL ENGINEER Reg.No.16736 375 Atlantic Blvd. ■ a » 0/0 OF BRICK �O 10"X10" CAST CONC � 3 Mm w = a �-- Cs 84 -6 COLUMN W/ (4) #6 _ �m > VERT AND #3 TIES ® z SRI g��� U OD 12" C/C VERT. = i s W N V) 6'-4" 67'-8" 6'-5" 3'-11" TYPICAL 0 M9 �- cJn W nm�"a.o = N Uj W X N tM o N CPS CU Z L 6X4 4 CONT. ( I I '� �-� Som j _ �o z it _ - W3m �'� W � I X W I I I I �< N Q > III I I I I I I I I I I I F N I I I I I I I I I I I I I I u� W _ _I I W -Q > o z III I I I I I I I I I I I W 0% . I I I I I I I I I I I I I I z ...� . . II . �- III - LLI O I I I I I I I I I I I I ---' � _ I I I I I I I I I I I I I I I LJ (U -5 12K1 ® 24 C/C I ( 24J5 STEL JOI T CSD 2 " C/ 2'-1" —j m LO LD CD o _ 0 Z I I I I I I I I I I I I N N I I I I I I I I I I I I I I _ N o Qw 0 N CD Li PROJECT NO. 5008 ODW I I I I I I I I I I I . . ( ) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Z ISSUE DATE : 04-20-05I X of Q P.T. 2X12 W/ Q 2 4 cosue°M REVISIONS: V) 1/ „ PLYWD BEAM DECK SEE GENE — — — — — — U LL- TYPICAL �TYPICAL : : NOTES ON SHT -S-8' , �J L7 �z I I I I I I I I I I I I I 4-0 - w Z S-7 I N F- DRAWN BY: GGW w 1 K 1 ® 24" C C I 2'-3" m z� CHECKED BY: NZ W Q x o O U _ S =3 I I I I I I I I 1 1 I I I I N� U a '-' Ld UJ z o +�o 2 I _ % W W W (, o s_7 w 1 x1 W U) m _ W21X W 1x62 W21X 2 2 2 w12X 2 I m j Q = W LL- I I I I I I I I I I I I I I I I I I I I o I CL C.) I °� I I I I I I I I I 1 1 1 1 2 1 1 I I I I D N OTES H LD OWN - - - I � � � � W W 1 I E O D EE DL. A/� 6 TYP. I I 1 ( D a I I 1 10. S-5 , W I I I I I I Q +.�0 I I I DENOTES SHEAR WALL WITH I H U 1/2" PLYWOOD ON ONE ACE y H l.7 I I I I I I I I I 1 1 1 1 1 1 1 I I I I I I I I II ZA I I I I I i � W I I Z I-- _! 2' 3" I 1 I I I I I 24 9 -STEL J01 2 " C 1 A I2'-3" C3I-- F- m Pq LO W W I . i WZZZ o z 7'-3» 1 ;-6» - 1�,-8» 1 17'-8" I . I 17,_.8» I 4'-10" N W Y c~n I gy > x I I mADW II I . III 3leSL ,� ,�3�{• WQA ~ 2x8 ® 24" C/C MAX - W A o 0I CONVENTIONAL FRAMING 1 I (2 P.T. 2X12 W/ A A }- �- " " I I I I I I II I I I I I I I I I aaoQ 1 1 1 1 1 1 1 I I I I I I I � r W/ (2) A35 FRAMING ANCHORS I I 1 I I I /)2 PLYWD BEAM a. WITH I - - I TYPICAL Z = TYPICAL EACH END , I I D/20 PLYWOOD RONAONE FACE ( I ,� DECKS— SSEE GGENE REFER TO GENERAL NOTES AND I I 1 I - 11 i I I I DESIGN CRITERIA FOR NAILING SIZE — — W NOTES ON SHT 'S-8 I p o II I III I I U ; ; ; ; ; ; ; ; ; ; AND SPACING - TYPICAL I ; r � S-6 II I I III � Z ►� I I 1 1 1 1 1 1 1 I I I i l l l I S-6 I I I I I I I � • I I I III SHEAR WALL WITH I •_6 10'-4"- DENOTES _ I " I I • I 1/2 PLYWOOD ON ONE FACE I I �. I I I I I i l II I I I 1 1 1 1 1 1 IIII I I I I I I I I N II I III I , 1 Oyou 0 LL O I m I I I 3 N I W I I I A o I I I I ( I I I I I _ _ _ _ _ W a �- — — - - - - "' - - - - - - - — - - - - - - - - - - - - - - — --- - - - - - — -- - "' - - �- - - — - - - - - - - - - - — J A q Z �-+ Q � Q � o ,,, L 6X4)04" CONT. ( I I I I A J > 10"X10" CAST CONC U LL. w COLUMN W/ (4) #6 Q N V) VERT AND #3 TIES ® L 6X4)04" CONT. }- W = NOTES: TYPICAL C VERT. Q J U W - 30 W 1. REFER TO GENERAL NOTES AND DESIGN CRITERIA ON SHEET S-8 V) 2. TOP ELEVATION OF ALL STEEL BEAMS RUNNING IN THE E-W DIRECTION " " " " Li U w IS 113'-9 1/2" AND TOP OFALL OPEN WEB STEEL JOISTS RUNNING 3'-11 15'-4" 159-49' 15'-4" 15'-4" 15'-4" 3'-11" w F- = IN THE N-S DIRECTION =114'-0". Z Z I---� W J J 0 3. FOR TYPICAL BEAM TO COLUMN CONNECTIONS SEE DETAIL "B/S-6". 84'-6" 0/0 OF BRICK = � � 3 4. SEE SECTION "4/S-8" FOR BEAM LATERAL BRACING ® MID SPAN. NADEEM ZE UNI,P.A ATE OF 5. USE 1/2"0 WELDS ® 10" C/C AT FLOOR DECK END LAPS AND TO EACH = Ali NO.: 9790 U) SUPPORT ® SIDE LAPS, USING WELDING WASHERS. END LAPS V FRAMING PLAN TO C UR ® SUPPORTS ONLY. � SEC D LOO BRIDGING LEGEND i Z SCALE: 1/4" = 1 -0" �� ���— L1 1/4 X 1 1/4 X 1/8 BOLTED DIAGONAL, BRIDGING ® CHORDS AND INTERSECTIONS. L1 1/4 X 1 1/4 X 1/8 WELDED HORIZONTAL BRIDGING TOP do BOTTOM CONT. TYP NOTE: SEE DETAIL 'x/S—x-. jr( NADEEM G.ZEBOUNI,P.E. STRUCTURAL ENGINEER Reg.No.16736 375 Atlantic Blvd. ■ a } w% 12 C; C14,"I 08 Ld .0 > Z UL)8 C4 CID w :1 ID w V (u w (40 x0j&Z 1 of 0 " zsj;� zi 125 w ui w U LLJ a_ 0 C14 x TR 0 244 C/C 121 1 TRAS IT 0 241PI C/C 8 1-- Cn W N w - CD Q ()% d N rl! C%j %.e . OT z 0 0 3C w6 IN CV) A uj z 7 LU F=M' C*4 < w T TSL SL < > —L-j— LL- PIS z 09 r3 Q ® I ! I! I I II I I I I i I I I I i I I I i I I I I I I I I I I I I I Q 8f w< > C3 II N U. Z WJE 0 U) L. %0 U) U) U) J w U) Z) D of 1 � _�' 0 LL- :D V) b- 1 11 1 1 I< 0 pq < 0 :D 0 Oil IW fy JpgCu Li < u LD Woo 20'- 3 1-0 RZ 0� 6 -0" 20'- CL PROVIDE 3'-O"DEEP X 4'-0" WIDE OPENING IN af e- CENTERLINE OF TRUSS SPAN. VERIFY SIZE OF CD j INSULATED DUCT PRIOR TO RTUSS FABRICATION II PROJECT NO. 5008 W C5 W L9 cx- C; PROVIDE RATED TRUSS HANGER TYPICAL AROUND m ELEVATOR WALLS r ISSUE DATE: 04-20-05 0 REVISIONS: (n --i — III I I II iiiiiiiiiiii af ELEVATOR ROOF: 5" TO 6" CONCRETE SLAB W/ Lj LLI z DRAWN BY. GGW :D #5 0 12" C/C EA. WAY BOTTOM. 0 0 m USE 8"X8" CONCRETE BOND BEAM CHECKED BY: NZ W N W/ (2) #5 CONT. TOP & BOT & N #3 TIES 0 12" C/C TYPICAL 6 r I I PREIINGINE RED OD R. OFTUISS " 02 " C� MAC u ON (4) SIDES. SLOPE SLAB IN U) w THE E-W DIRECTION I I II II I i I I I I I I I I I I I I I I I I I I I i II I I v Q Z w < C14 m < z o �Q LrjLLJCY M 0 II 0 x LLJ Lj z < -T- < Ld o w _I I (n w Lj U) (n j m < CLcU of w IX C14 Cj 0 < z w L) W14X34 W14X34 W14X 4 W 1 Z774 W LLJ _ ® — 1�'— — _W14X34 M a- m LJ % V A I mril (n L3 W Ln II b9 U) (4 �Z (n Lo w STD AISC QOLTED STD AISC BOLTED Cr Z7 im x SHEtR CO NECTI3q SHEAR CONNECTION LLJ L w u- Z7 Z < W u S-5 0 0 w- C3 PR NG N RED OOD ROOF T USS 0 4" C MAC P4 L3 Lj LA D Li Xxm 0 0 0 N Lj �jz " 3: w > N I I < 0 bw- wa � A z Ir0 LLJ F- LLJ w Ld P C) z z 0 z aaoa W w w w 0 II w V) Q< LD 2--6& A r STIFF -P E.S. WE 1-' HOIST BEAM \3/16L SEE PLAN TYP. 13116V Q: Li Z PROVIDE 3'-O"DEEP X 4'-0" WIDE OPENING IN Z) CENTERLINE OF TRUSS SPAN. VERIFY SIZE OF 0 m INSULATED DUCT PRIOR TO RTUSS FABRICATION o 3 w LLJ N 7/8' 0 ROD (� > Li A w w 2 3/8' RAD. W � < z < ELEVATION SECTION A-A u- Z) LA m 0 Cy w Lj TYPICAL HOIST BEAM HOOK 0 4 N 1 � A A DETAIL 1* 4 LL Z SCALE, NTS z Q Q D w 0GAJ U > U) D- _ _ - - U) LL. JL — Li m > . o L3QJU 0 W 0 w af TRUSS "J" IP 24" C/C TRU�S "Jsl 1® 24'1 C/C 3 D LJ D Ld (n z w �r ZZ U) < < ME Z 3: NADEEM G.ZEBOUNI,PA < nfJL Cp7WICATE OF NO.: 97,90 V) ROOF FRAMING PLAN 0 =4 Z SCALE: 1/4" 1'-0" i t I f NADEEM G.ZEBOUNI,P.E. STRUCTURAL ENGINEER Reg.No.16736 375 Atlantic Blvd. ■ 10"X10" CONC COLUMN W/ 3 -0 X4 -0 A/C DUCT OPENING (4) #5 VERT AND #3 TIES ® 12" C/C 12 VERIFY SIZE OF INSULATED DUCT >_o 12 12 3 M N PRIOR TO FABRICATION ■. N 5 5 5 .� m � I-- Of w 1/2 0 D.B. ANCHOR w '-0» cgs� U N aZ 8 W i DRILL 6" DEEP HOLE CLEAN AND EPDXY � w #5 DOWEL INTO EXISTING TIE BEAM 5 DOWEL WITH STD HK IN NEW ^m��� N PROVIDE # EQUAL EQUAL W a CAST CONCRETE BEAM w v`V J# SEE PLAN - 0/0 OF SUPPORTS SEE PLAN le SEE PLAN 0/0 OF SUPPORTS 8 H CD a e 4" CONC SLAB ON MTL DECK 0/0 OF SUPPORTS -9 Q M 0 0 TRUSS "A" ■ j N v 00 F- o o. TRUSS B ■ ■ N �'` N � M TRUSS J 3 m 4 I X V'. . o D --.� SUGESSTED TRUSS CONFIGURATIONS F� NN w A Q c4N Z '• NOT TO SCALE W �w o (� Q Q z „ . » "APA" APPROVED PLYWWOD Q Six Na F-W Li a 1 C3 3 ROOF SHEATHING - REFER TO GENERAL Z W 0 ON w NOTES AND DEISGN CRITERIA FOR NAIL j ��„ U- 0"X3/4" STL PLAT / (4) FULLY SIZE AND SPACING ' j o I' 1 W ED 1/2-W X 1, 8"T RAP ANCHORS ...I pq _ V) AT AT C %0ONC BEAMS PREFAB, PRE-ENGINEERED WOOD TRUSSES Q (4) 1 "� P BOLTS 4" C/C ' I INTO E CONC TI EAM - AT 24" C/C REFER TO SUGGESTED � � W (U"APA" APPROVED PLYWWOD TRUSS PROFILES SHOWN ABOVE "APA" APPROVED PLYWWOD � A Q NOTOES ANDTHING - REFER DEISGN CRITERIA�OR NAIL I ROOF SHEATHING - REFER TO GENERAL Li �"'♦ ,� NOTES AND DEISGN CRITERIA FOR NAIL > U SIZE AND SPACING HSIZE AND SPACING W CD (4 OPEN WEB JOIST BEYOND O PROJECT NO. 5005 W � I— W Cs NEW/EXISTING MASONRY ( U ...♦ Q }- m __ ISSUE DATE: 04-20-05 PREFAB, PRE-ENGINEERED WOOD TRUSSES AT 24" C/C - REFER TO SUGEGGESTED REVISIONS V' DETAIL aD CONC COLUMN PROFILES SHOWN ABOVE. Q NOT TO SCALE a I Z o DRAWN BY: GGW U W m Z TRUSS BEARING '� N /ikTRUSS BEARING CHECKED BY: NZ W EL = 124'-1 1/2 EL = 124'-1 1/2" u _ w CONT. P.T. 2X8 PLATE W/ 1/2-0 Q Z Z o :' ,- THRU BOLTS CSD 24" C/C STAGGERED H Q H z UPLIFT ANCHOR REFER TO SCHEDULE _ z IL CONT. P.T. 2X8 PLATE W/ 1/2- X 12" LONG THIS SHEET UPLIFT ANCHOR REFER TO SCHEDULE U ANCHOR BOLT W/ STD 3 HK ® 32 C/C L) W14 STEEL BEAM - REFER THIS SHEET � U � U o Z o TO PLAN ON SHT "S-4"* S-4 W w "8X14" CAST CONCRETE BEAM W/ (4 #6 CONT 4" THICK CONC. SLAB W/ 6X6 - W1.4XW1.4 WWF MATS ON I 4" THICK CONC. SLAB W/ 6X6 - W1.4XW1.4 WWF MATS ON Q Q = Q_ TOP AND BOTTOM W/ #3 TIES 0 12� C/C METAL DECKING - TYPICAL REFER TO PLAN ON SHT "S-3" METAL DECKING - TYPICAL REFER TO PLAN ON SHT '"S-3" LL U Z FOR STEP AND SLOPE FOR STEP AND SLOPE w TS 6X6X 1/4 WITH Q ,'-- 8"X 16"X3/4" FULLY C J Z M WELDED CAP PLATE = a-� W OW.. 3 10"X10" CONC. COLUMN W/ (4) #6 VERT TYPICAL„ SEE, , W w AND #3 TIES 12" C/C UPLIFT CONNECTOR SCHEDULE DETAIL E/S-6 L3 Z < EXTEND VERT REINF INTO EXISTING/NEW I H U w CONC. TIE BEAM ~ Z a REMARKS SIMPSON FASTENERS #5 CONT. TYP. UPLIFT A CONNECTOR TO TRUSS TO TOP PLATE �-i W W Z Z W Q 6"W X CONT. X 3/4" PLATE W/ FULLY WELDED UP TO 415# H 2.5 5-8d 5-8d TRUSS STD RISC BOLTED Z E" -j 1 1/2-W X 1/8-T STRAP ANCHORS CONNECTION AT 24" C/C IN NEW CONC BEAMS 435# HGA-10 4-1/4-Ox 1-1/2' SCREWS 4-1/4•vx 3' SCREWS TRUSS M l3 W W = AND 1/2 EXP BOLTS ® 24,. /C CLd INTO EXISTING CONC TIE BEAM •: 415# TO 585# H 1 6-8d x 1 1/2� 4--8d TRUSS I N W Zd " 585# TO 745# H 8 5-10d x 1 1/2" 5-10d x 1-1/2" TRUSS a oe 1 W 8"X16" CAST POURED CONCRETE BEAM TOP OF BOND BEAM f 4 W ... , ; � _ AND JOIST 745# TO 990# H 10 8-8d x 1-1/2" 8-8d x 1-1/2" TRUSS �"�•' �- '%'' '�' < • • . a - •� �-�-• --� --�' W/ (4) #5 CONT. AND #3 TIES ® 24 C/C S BRG. TOP OF STL BEAM W A o CONT ALL AROUND NEW CMU WALL. •: EL = 114'-0" 745# TO 1000# MTS 12 7-10d EA. SIDE NONE TRUSS AND JOIST BRIG. A m >_ >- of DRILL, CLEAN AND EPDXY DOWELS TO MATCH -: • EL = 114'-0" Q Q 0 Q w NEW BEAM REINF. INTO EXISTING TIE BEAM 1000# TO 1450# HTS 20 10-10d EA. SIDE NONE TRUSS Z = w TYPICAL WHERE NEW MEETS EXISTING 0 1450# TO 1470# H 16 S 2-1 Od x 1 1/2' 10-10d x 1 1/2' TRUSS V) DRILL HOLE THRU EXISTING CONCRETE 1450# TO 1470# H 16-2 2-1Od x 1 1/2" 10-1Od x 1 1/2" 2-PLY TRUSS BEAM TO GROUT FILL AND PLACE #5 a =. 1450# TO 2050# LGT 2 14-16d 14-16d 2-PLY TRUSS Z VERTICAL WHERE SHOWN IN DETAIL ON OPEN WEB STEEL JOISTS REFER TO OPEN WEB STEEL JOISTS REFER TO Q SHEET "S-8" SHEET "S-3" FOR SIZE AND SPACING 2050# TO 3965# MGT 22-10d NONE MULTI-PLY TRUSS I W21 STEEL BEAM - REFER SHEET "S-3" FOR SIZE AND SPACING 3965# TO 10980 HGT-2 8-10d NONE 2-PLY TRUSS TO PLAN ON SHT "S-3" PLACE„BRICK TIES IN NEW WALLS 3965 TO 10530 HGT-3 8-10d NONE 3-PLY TRUSS AT 24 C/C IN BOTH DIRECTIONS # i--i 3965# TO 9250# HGT-4 16-10d NONE 4-PLY TRUSS 8" CMUWALL - REFER TO DETAIL ON , -- a SHEET S-8 FOR REQUIRED REINFORCING ALL AROUND INT - TYPICAL 315# RSP 4 4-8d x 1-1/2" 4-8d x 1-1/2* STUD TO PLATE 1/4" EXP JOINT A a 585# SP 1 6-10d 4-10d STUD TO SILL PLATE ON (4) SIDES ' o #5 DOWELS TO MATCH WALL REINFORCEMENT V 4" CONC SLAB ON GRADE - REFER TO 1065# SP 2 6-10d 6-10d STUD TO DBL TOP PLATE 4" CONC SLAB ON GRADE - REFER TO Z SHEET S-2 FOR REINFORCING SHEET "S-2" FOR REINFORCING °w° ICKS 0 » = 1520# MSTA 36 26-10d NAILS TOTAL STUD TO STUD 0 FLOOR 12X12X3/4""BASE PLATE 3 c� REFER TO ARCHITECTURAL DRAWINGS RANAGE ` . �y - PLACE C FOR / (4) 3/4 0 ANCHOR BOLTS TYPICAL I M w A Z' W U- FIN. FL. EL. '� FIN. FL. EL. r O �d 100'-0" ASSUMEDEll ..I oc •X. X X X=-*-:XIX4--' X'; --X' . ::a X-=-X- X--s-X�X- X 100'-0" ASSUMED �^�' WIx W BEARING STUDS FOR BEAM/GILDER REAC11ONS < ,• _ 11 I=! I !=1 ! 1 -''—i 1-==1 I i=i 4 CL 0 � 1 • I 1 ! I_I ' ' Z�, cc I I=1 I Irl I l=1 I I .: VAPOR BARRIER WOOD SPECIES I —f 11 VAPOR BARRIER A WELL COMPACTED FILL REACTION SOUTHERN PINE (SYP #2) SPRUCE MINE FIR (SPF #2) REMARKS MATCH TOP OF - — WELL COMPACTED FILL Q — I I a I EXISTING FOOTINGS •: :. t." e:' ` '_ a: Q 2x4 2x6 2x4 2x6 A . •. •'. . .. d., 0 C3 . •.• •.d • ,•' �• . " UP TO 3000 2 2 2 2 �` .'•: . ' •• a.':. •a •' •� '.; • REFER PLAN - # -III s � . --� oeli E LA ON SHEET S FOR d j I I-=`I a. •. < : -' , I ( I REFER TO PLAN ON SHEET "S-2" FOR Q FOOTING SIZE AND REINFORCING -' a 3001# TO 4000# 2 2 3 2 LL_ III=III _ -I I !_ _ _ _ _ —I ! I! FOOTING SIZE AND REINRORCING W �.,. I (—") ( + i 4001# TO 5000# 2 2 3 2 1 1/2" SHRINK RESISTANT I—' —I � '— --I 11—I 11—! I I=III ( Q W = - , l� w I 5001# TO 6000# 3 2 3 2 LEVELING GROUT —_ —I 6 6 -I Q --I i t—III I I I I 3 o W 6001# TO 7000# 3 2 4 2 -III---I Q �,,, 04 A z 7001# TO 8000# 4 2 5 3 W U U w 8001# TO 9000# 5 2 N/Al 3 V) UP TO 10,000# 5 3 N/A 3 ZZ TYPICAL EXTERIOR WALL SECTION TYP! AL I ~ �`-�� Z " _ » NOTE 1: N/A NOT ALLOWED C NTERIOR COLUMN SECT{ON 2 = Q SCALE: 3/4 - 1 -0 S-5 SCALE: 3/4 = 1'-0" c S—cr_ NADEEM G.ZEBOUNI,PA Q Q D CERTIn OF AU ON .: 9790 2 I- `1 G� S=5 �l NADEEM G.ZEBOUNI,P.E. STRUCTURAL ENGINEER Reg.No.16736 375 Atlantic Blvd. ■ a 10"X10" CONC COLUMN W/ 3 C144� o (4) #5 VERT AND #3 TIES ® 12 C/C N� w NOTE: HORIZONTAL BRIDGING DETAIL IS SIMILAR. _ 8w ~. -� Z IL U 00 N 1/2"0 D.B. ANCHOR = =�50 W cu F:�V v y w n.z0 as� 1/2 lw DRILL 6" DEEP HOLE CLEAN AND EPDXY CONC TIE BEAM �m��� v 5 DOWEL INTO EXISTING TIE BEAM • ' CL! PROVIDE #5 DOWEL WITH STD HK IN NEW / W W ' -� EXP. JOINT MATERIAL & SEALER. TOOL FOR � U w CAST CONCRETE BEAM / L 3X3X 1/4 W/ (2) 1/2"0 EXP BOLTS SMOOTH CONTINUOUS PRINTABLE SURFACE. N M w / 0 BRIDGING LOCATIONS. N i--1 O of v Q � tMO� Q e . U `/ 0$ Z N _ 0 1w. 4" CONC SLAB ON MTL DECK BRIDGING - SEE SHEET "S-3". > DO Z o . W �� N Q BRIDGING ANCHORAGE DETAIL - , o W � �.: z o - ROOF SHEATHING - REFER TO GENERAL `� m a �. NOTES AND DEISGN CRITERIA FOR NAIL NOT TO SCALE S-6 Q 8 T SIZE AND SPACINGLd Z ...i COMPACTED FILL J 0 U- � o L6X4X 1/4" CONT ANGLE W/ 95% OF ASTM D 1577 pq = I' I 1/2" EXP BOLTS 0 24 C/C U 111,11100 INTO NEW/EXISTING CONC TIE BEAM Q TYPICALEXPANSIONF _j W cu JOINT � NOT TO SCALE X/ II > u � l� W �- o OPEN WEB JOIST I LL Z v "APA" APPROVED PLYWWOD 0 CD J I I ROOF SHEATHING - REFER TO GENERAL PROJECT NO. 55 WCD 00 NOTES AND DEISGN CRITERIA FOR NAIL L3 OD Q w NEW/EXISTING MASONRY SIZE AND SPACING 1/8- DEEP SAW CUT WITH A WET BLADE mr/A. SAME DAY ON EARLY POUR OR FIRST THING NEXT ISSUE DATE: 04-20-05 o TYPICAL STEEL BEAM 4" CONC. SLAB MORNING ON LATE POUR. a. END MASONRY SHEAR AL REVISIONS: DETAIL 0 CONC COLUMN PREFAB, PRE-ENGINEERED WOOD TRUSSES SUPPORT DETAIL. • • NOT TO SCALE AT 24" C/C - REFER TO SHEET "S-4" FOR l.7 SUGGESTED LAYOUT : x.' xLj :x..: •: 1c;�--�x:�. :' .i� ' Z j (6) 1/2"0 H. STUDS. •' A. •. . :., ' 1. DRAWN BY: GGW Z �� ; ,� CHECKED BY: NZ Q �"— COMPACTED FILL TO ---� Q Z V w TRUSS BEARING 95% OF ASTM D1577 (.) Q H Q EL = 124'-1 1/2" Z TYPICAL CONTROL JOINT L; C.) W RATED TRUSS HANGER STD. RISC NOT TO SCALE S-6 W X W zo UPLIFT ANCHOR REFER TO SCHEDULE SHEAR CONNEC. LJ -j F- V) CONT. P.T. 2X8 PLATE W/ 1/2" X 12" LONG THIS SHEET _I W = w ANCHOR BOLT W/ STD 3" HK 0 32" C/C • • Q � U M a 4" THICK CONC. SLAB W/ 6X6 - W1.4XW1.4 WWF MATS ON ~ TOP AND BOTTOM W "8X14" X1 CAST CONCRETE BEAM / 1(2) #6 CONT METAL DECKING - TYPICAL REFER TO PLAN ON SHT "S-3" V H W W / # TIES 0FOR STEP AND SLOPE 3/4" THICK PLATE. C W a' 0 w 12" I— ZH U Lo En CONC. COLUMN W/' (4) #6 VERT ~ Q XZ7AND #3 TIES 0 12" C/C NOTE: GROUT FILL SOLID TWO CMU CELLS 6" 6" ; W W 1 SOLID#6 VERTICAL IN EACH. W/ 2 1/2 7" 2 1/2" W w EXTEND VERT REINF INTO EXISTING/NEW � CONC. TIE BEAM w � H � Z j #5 CONT. TYP. o " o WZWZ L6X4X 1 4 CONT ANGLE W TS 5X5X.25 Z 1/2" EXP BOLTS 0 24" C�c " " TYPICAL STEEL BEAMAND MASONRY N N W Y � H1T22 !T � � Z INTO NEW/EXISTING CONC TIE BEAM 3/4" X 12" X1'-O" L A ix W DRILL 5/8"0 HOLE, CLEAN, & BASE PLATE W/ W Q m A o FILL w/ EPDXY & 1/2"0 SHEAR SUPPORT D (4) 3/4"0 ANCHOR W A THREADED ROD BOLTS >- 0 8"X16" CAST POURED CONCRETE BEAM ; : - NOT TO SCALE S-6 of W/ (4) #5 CONT. AND #3 TIES 0 24" C/C '' Q Q D Q w CONT ALL AROUND NEW CMU WALL. L J Z = DRILL, CLEAN AND EPDXY DOWELS TO MATCH o NEW BEAM REINF. INTO EXISTING TIE BEAM •: SHEAR JALL HOLDDOWN DETAIL rA w TYPICAL WHERE NEW MEETS EXISTING - NOT TO SCALE } Z . .. . cV ( 1� Q V DRILL HOLE THRU EXISTING CONCRETE BEAM TO GROUT FILL AND PLACE #5 a z VERTICAL WHERE SHOWN IN DETAIL ON OPEN WEB STEEL JOISTS REFER TO o 9" 9" SHEET "S--8" SHEET "S-3" FOR SIZE AND SPACING z —i BASEBASE PLATE D., wQ PLACE BRICK TIES IN NEW WALLS SCALE: 1 1/2" = 1'-0" S-6 Q AT 24" C/C IN BOTH DIRECTIONS 0 o W H 8" CMU WALL - REFER TO DETAIL ON 1/2" EXP JOINT - TYPICAL 0. Z o SHEET "S-8" FOR REQUIRED REINFORCING ALL AROUND w lAJ N 4" CONC SLAB ON GRADE — REFER TO O O #5 DOWELS TO MATCH WALL REINFORCEMENT v SHEET "S-2" FOR REINFORCING 0 INT. COL. w PLACE WICKS 0 32" C/C FOR DRAINAGE PLAN �- P LAN 0 INT. COL. HEADER SCHEDULE A Q REFER TO ARCHITECTURAL DRAWINGS . .' LL_ 16" P TE CE TS COLUMN ? (/� gy 0 5/ LA & CAP PLATE. of� 31� U W r oP N FW OF.wacs� H H W ~ FIN. FL. EL. TYPE Z y Of w o 100'-0" ASSUMED t a: (2) 2x CONT. WOOD PLATE o'-d'�o -td• A Q z {i{—)I{=I { I 2x STUB WOOD STUDS 0 16"oc r �p4•r 1� �s Q Q o — I (—{ { (_{ { I t� - — — I- VAPOR BARRIER � � � � % ={ { {_� { {I{_{I{ WELL COMPACTED FILL ELEVATION ELEVATION 0 INT. COL TYPICAL CAP PLATErE 4� U (n {—� { EADER SEE SCHED. U- L— INSTALL 2 SIMPSON a'-r r-a• ,�A`J > REFER TO PLAN ON SHEET "S-2" FOR a MSTA 36 OVER BOTH SIDES " PLM Q `j (=j w FOOTING SIZE AND REINFORCING OF HEADER & SIMPSON RSP4 7' ve M M�' a 3 n Q -{,{_{ { {— _ ° ® ® 0 BOT OF EACH JACK STUD Imm W Q F- as API Km Km STUD WALL W U U zt. L ® ®J W NOTE: USE TABLE ABOVE UNLESS M OP G NOTED OTHERWISE ON PLANS w �. ZZ WOOD PLATE V) H W Q Q zNOTE: USE EITHER TYPICAL ALTERNATIVE RISC CONNECTION. 3 TYPICAL EXTERIOR LALL SECTIONTOP OF FLOOR NADEEM NI,P.A. del Q Q o SCALE: 3/4" = 1'-O" S-6 JACK STUDS, SEE MULTIPLE KING STUDS USE 1/2-0 THRU BOLTS W/ AU oN o 9790 V) HEADER SCHEDULE SEE HEADER SCHEDULE 2"0 OR SQ. x 1/8 WASHER & NUT 032" C/C IN SHEAR WALLS ONLY TYPICAL EAM TO B - ® COLO CONNECTION TYPICAL HEADER DETAIL I NOT TO SCALE N T s_6 NOT 0 SCALE ,f NADEEM G.ZEBOUNI,P.E. STRUCTURAL ENGINEER Reg.No.16736 3 iqllw-h c a ■ ■ j x e n � Ix agate U ^O' E 205 N LLJ az0 �� � Ld 1 J -nnis c V) m �����it) g tT-� � N' i a 4.0 2 TYPICAL LAP W W �. w SPLICE SCHEDULE WIDTH OF STAIR MIN. N U I" z MIN 8"X12" CONCRETE BEAM W/ BAR LAP r, Z Q c F (2) #5 TOP AND BOT. W/ cuILI SIZE SPLICE 2p-Ops 3� M w #3 1'-3" W �< � X W z W Fo - A Q `� LL Z 6„ Q ,� •. �, #5 2 - Q v W d v Z Z ° • ° r rr • d °.•d •4 • d F- 0 3 --0 .. •. e m W V) ° • a d ° J w e e e v #7 3,-6” a U-° • . #8 4'-0" J 0 = a a •Q AV %O to d 0 v a ' • ° ° • • .. Q Q moi" 3��a Q Q G v 4 _..1 /1 Q #4 ® 12" C/C 1" TYP. 0 0 W > U J' TYPICAL. °. F- d LDW 0 0Zv '' w �l/ v e W " W da • e MIN 8"X16" CONCRETE BEAM W Q e W MIN 8"X16 CONCRETE BEAM W/ W v • / •- v ° : (2) #5 TOP AND BOT. W/ : 2) #5 TOP AND BOT. W/ O ...1 3 TIES 0 12 C/C W O •• ° �• PROJECT NO. 5005 � v . • e O A 4A #5 ® 12" E.W. 6 m T & B. TYP. 0 #5 ® 12" c e v Q.• • d ° ISSUE DATE: 0420-05 4 a T & B. TYPICAL. a V '• 4 . • ���• ° REVISIONS ° • Q UjLu 0 • • • • 'i Z W da . s d v - n DRAWN BY: GGW d ' Z N ° w • CHECKED BY: NZ Q Q ,i� ° +i0 V) REFER TO SHEET "S-8" FOR CMU e' ve REFER TO SHEET "S-8" FOR CMU V 0 ^J • WALL REINFORCING • WALL REINFORCING H - W ~ d d Q ad r • QZZ Q W • w • ~ U- ° • 4" CONC SLAB REFER TO :a 4" CONC SLAB REFER TO U (� W ~ • SHEET *S-2" SHEET S-2 Z W I W z v W v0i A •° ti ° H- V) • �ti ° W H • w Q 1 � �..) z =-_== - -' 1=1 =-=1- = 1= 11= = I - -_ — a ''_III-I 11=1 I I-III 'I.;I I I_I I{-I 11=1 11=1 I I=1 11=1 I -1 I I-1 I III=1 I I-, A l l=l 11= �--� y IIIIIlIII=IIII�,II' ';1111111=III=III=III X111 =III=III 1=1�1=1�1= I. I =III 1�1,;,11111�1=1�111,1�1�;.111 ;1�1=III=III II= U � WW I-,�I�iIIIIIIIII �I 111=1IIi-III=1{ II-- II-iII- „ IIi ;III=1I1= ISI-- M W � NOTE. SEE ARCH. DRAWINGS I = Q w =IIi ! 9{I-11�- "II IIi i IIi II. Z w REFER TO FOUNDATION PLAN {_) I I- FOR STAIR GEOMETRY H y Ln ON SHEET _ REFER TO FOUNDATION PLAN I I III I I i l I S ZE AND REINFORCING FOR FOOTING = ON SHEET "S-2" FOR FOOTING I I III ( I= � W Z �x =1 SIZE AND REINFORCING H NOTE: SEE ARCH. DRAWINGS =1 I I- — I I III 'I i I I Z `W Q `'� FOR STAIR GEOMETRY I I=1 1=1 11=) 1=1 I I;.I I I I(=1 I I I_I��I � III=III=III=III- - _ =lI � Imow w -=1 I 1=1 i— , ,_I 11 -- W Z Z Z STAIR SECTION. STAIR SECTION 2 N W Y SCALE: 3/4" = 1'-O" S-7 SCALE: 3/4" = 1'-0" S-7 m z ZAW `W QAI— A o A A }- >- QQaQ 0. W. STEEL JOIST. a WELD AFTER TOTAL ROOF Z = m � 3116V 2 DEAD LOAD IS IN PLACE. 0 1 4' N 3 16 2�M� D / r a VERT. REINF. IN CMU BEYOND GROUT FILL CELLS #4 0 12" TYP. g SEE B/S-2 2'-0" ALL AROUND 1 #4 CONT. 24" o w/ CORNER BARS THUS 2'-0" L 2\x2\xl" BRACE TO 24" .1 TOP CHORD PNL PT. FIN. FL. FIN. FL. STEEL BEAM @ MIDSPAN OF BEAM. ° a a ° o WELD AFTER TOTAL ROOF 1""'� W z o 0 0 0 o O q SILL ANGLE PER a o 606060 o O 3 16 DEAD LOAD IS IN PLACE. .Z 0 00 000 0°0000 ELEVATOR MFR. O00000 000 00 w -�T--TIl=1i. °°° °° _ = 3 N ;III=1 i l=1 0° O° 1= _ -- � W c� I. i 11=III=00 2x4 NOM-KEYWAY °o W 0O ° e 001 1 1=11_I I 29-o" d o (�100 = 00-I I I- 4-#4010" HORIZ. N A Q I.1I I Io0 w CORNER BARS THUS 2'-0" BEAM LATERAL BRACING 4 FIELD BEND 2 -0 W z WATER PROOFING -00 0°- / -7 I > LL_ SEE ARCH. ° 8 00 S 1„ 00 SEE PLAN 0 W E & SCHED. 00 ° °o #4016" o.c. a O I 4 FOR FTG. SIZE & REINF. 00 .e ° � 9110 0 1'-0"x 1'-0"x 1'-0" SUMP a °0#5®12" VERT. � EA. WAY • d I , w 12O° ° LOCATION PER MANUFACTURER °O ( `� Q MIN. oo A. °° x4 NOM-KEYWAY • .a ° -� , I I A Q o NOTES 00 a -� z v • ' ° 0° -• � �Q � a 1. PROVIDE TEMPORARY SHORING °° ° T.O. FTG. FILL 0 Q w FOR WALL UNTIL SLAB IS POURED v a ° d ROUGHEN SURFACE7 A J AND TIED INTO THE WALL. aas—-—�- �+ U Q' v v A' d a da v • e v -e ° v. w a Q 2. WATERPROOF ELEVATOR ° ' ' ° da a . °. a ° d a a I ° dao v $'a W 1 o PIT PER SPECS. L..' _: �' a _d v a° ° _ d Q W = :a ° NOTE: SEE ARCH. DRAWINGS U w °• d ° .d d ° d -- a :d — v d d _+ I I I lb �-- FOR STAIR GEOMETRY Q A a -1 4 1- 1,-O„ � W � o � MI �I. ALL AROUND v ~ A A En _I V) ( '� 2'-O"x 2'-0" BLOCKOUT (OR CASING IN PLACE J W U U PRIOR TO POURING FTG. - CONTR. OPTION) CL L„ +, _Y ADD 2-#5, x 6'-0" ALL AROUND T. & B.: J U) 1-#5 x 4'-0" CORNER BARS T. & BOT. EA. CORNER. STAIR SECTION 5 H W a a z NADEEM G.ZEBOUNI,P.A. Q Q 0 ELEVATOR PIT SECTIONrT� AU>H ZA CA7E $90 SCALE: 3/4" = l'-O" S-7 =7 j� rl NADEEM G.ZEBOUNI,P.E. STRUCTURAL ENGINEER Reg.No.16736 37,5 GENERAL NOTES AND DESIGN CRITERIA ■ Q CODES: MASONRY: Q. o FLORIDA BUILDING CODE (2001 EDITION), ATTIC, NDS, AWPA & APA, CONCRETE BLOCK ASTM C90 f'm=1500 PSI 3 MOO ACI-530, ACI-318, AISC, AWS, SJI, SDI, AISI, ANSI, AITC, PCI, CRSI MORTAR ASTM C270, TYPE "S" w (LATEST EDITION). GROUT ASTM C476 N N NCD V' ALL GROUT SHALL BE A SHRINKAGE COMPENSATING PRE-MIXED TYPE CONSISTING �gs"� U cu w DESIGN LINITATIONS. , MASONRY NOTES. M az�� Li THIS DESIGN AND THESE DRAWINGS ARE LIMITED TO ONLY THE STRUCTURAL ASPECTS OF THE OF NON-METALLIC AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH CONC. FILLED CELL W/ #5 VERTICAL PEA, �.._ J APPLICABLE CODES. REFER TO OTHER DISCIPLINES FOR NON-STRUCTURAL ISSUES. OF 3000 PSI AT 28 DAYS. ® 48" C C MAXIMUM. 0 "96JR V) LOADS: MASONRY REINFORCING 1. NOMINAL MASONRY DIMENSIONS ARE INDICATED RATHER THAN ACTUAL DIMENSIONS. / ►^m�k�. (n N a GRAVITY, ROOF LIVE LOAD: LAPS (TYPICAL U.O.N.) 48 BAR DIAMETERS 2. MINIMUM MASONRY STRENGTH f' ' W m SHALL BE 1500 PSI. W W 0 TO 200 SF. 20 PSF (w/ CODE REDUCTIONS) HORIZ. REINFORCING ASTM A-82 N N U w 9 Ga. MINIMUM, LADDER TYPE 3. GROUT FILL SHALL A HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS N 'o �""� M CD a OFFICE: 80 PSF BRICK TIES & MASONRY ANCHORS DUR-O-WALL OR OR MEET ASTM C476. $ Q M STAIRS & SIDEWALKS: 100 PSF ENGINEER APPROVED EQUAL 8" CLOSE END CMU Z t1.1 v o BALCONY: 60 PSF CONTRACTOR IS FULLY RESPONSIBLE TO PROVIDE ALL REQUIRED TEMPORARY BRACING & SHORING FILLED CELL ow t1.1 4. BEARING OVER SUPPORTS SHALL BE A MINIMUM OF 8" FOR CLEAR SPANS OF 6 FEET BLOCK REINF. W/ �� aN 7 z CORRIDORS: 80 PSF OF THE EXISTING MASONRY DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE & OR LESS AND 16" FOR CLEAR SPANS OVER 6 FEET. EXTEND TO WALL 9 GA TRUSS TYPE 3m �m W M X > STORAGE: 125 PSF PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. BRACING SHOWN ON DRAWINGS DUR-O-WALL W �� go A Q Q CONTROL JOINT U.N.O. F z MECHANICAL ROOM 125 PSF IS FOR THE COMPLETED STRUCTURE ONLY. REINFORCING 16" O.C. W a o A Li o MISC.ANCHORS&EPDXY: x a°° E--+ za WIND LOAD: 5. LET VERTICAL REINFORCING THROUGH LINTEL 0 BEARINGS WHERE END VERTICAL WH Q BASIC WIND SPEED (V 120 MPH EXPANSION ANCHORS (U.O.N.) SIMPSON CELL IS REINFORCED. Q $5 Ll� 0 0 IMPORTANCE FACTOR I) 1.0 OR ENGINEER APPROVED EQUAL CONC. FILLED CELL W/ 3-#5 Z W j 0 U) EXPOSURE FACTOR C EXPANSION ANCHORS (U.O.N.) HILTI KWIK BOLT 6. TOP END BOTTOM REINFORCING SHALL EXTEND A MINIMUM OF 6" OVER SUPPORT @ CORNERS, CONT. FROM FOOTING ._j LL_ � BUILDING CATEGORY II OR ENGINEER APPROVED EQUAL AT EACH END, TO TOP OF WALL W/ MIN. OF 25 LAP . J o INTERNAL PRESSURE COEFFICIENT ±0.18 (ENCLOSED BLDG.) EPDXY SIMPSON "SET" [3 _ PRESSURES ON COMPONENTS & CLADDING SEE ARCHITECTURAL DRAWINGS OR ENGINEER APPROVED EQUAL 7. TYPICAL LINTELS SHOWN ARE TO BE USED WHERE NO SPECIFIC LINTEL OR U EPDXY HILTI HY150 CAST-IN-PLACE CONCRETE BEAM HAS BEEN DETAILED. NOTE: DRILL HOLE IN TOP OF EXISTING Q SOILS 8<DEEP FOUNDATIONS: OR ENGINEER APPROVED EQUAL CONCRETE BEAM TO PLACE GROUTED #5 VERTICAL J W N NET SOIL BEARING CAPACITY 2000 PSF SELF-TAPPING SCREWS TEK #8 8. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS IN MASONRY WHERE FILLED CELL IS MISSING IN J P4 a ALL EARTH WORK OPERATIONS MUST BE FREFORMED IN ACCORDANCE WITH CONCRETE/MASONRY SCREWS /4" TAPCON w/ HEX WASHER HEAD WALLS REQUIRING LINTELS. EXISTING CMU WALLS. W �-+ U % REPORT OF GEOTECHINICAL EXPLORATION BY ATLANTC GEOTECHNICAL & ENVIRONMENTAL NAILS: USE DEFORMED (SPIRAL) SHANKS OR ANNULAR (RING) SHANK NAILS > H SERVICES, INC., DATED APRIL 2005. IN HIGH MOISTURE ENVIRONMENTS. 9. CONTRACTOR IS FULLY RESPONSIBLE FOR PROVIDING TEMPORARY BRACING OF THE CMU W CD WOOD: MISCELLANEOUS NOTES: WALLS UNTIL THE ENTIRE STRUCTURE IS IN PLACE. _ (/) Z v LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPTER 23 A. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS 0 CD .J TYP * EXT . CMU t _ 'OF THE FLORIDA BUILDING CODE. REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE & PROJECT NO. 5005 W � � W STUDS: SPRUCE, PINE FUR, MC19, No. 2 U.O.N. PLUMB UNTIL THE ENTIRE STRUCTURE IS ERECTED. BRACING SHOWN ON DRAWINGS LOW LIFT GROUTING P L7 00 Q o ALL OTHERS: SOUTHER YELLOW PINE, MC19, No. 2 IS FOR THE COMPLETED STRUCTURE ONLY. B. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL 1. SEE DETAIL ON THIS SHEET FOR FILLED CELL LOCATIONS, WALL REINFORCEMENT m EXTERIOR SHEAR WALL SHEATHING: ELECTRICAL, AND PLUMBING EQUIPMENT SHALL BE VERIFIED REINFORCING, SIZE, AND SPACING. NOT TO SCALE 0 7/16" THICK APA APPROVED FOR ALL ROOF SHEATHING & WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK. VERTICAL REINFORCEMENT. ISSUE DATE: 04-20-05 a- WALL PANELS. C. COMPATIBILITY WITH OTHER METALS: 2. BED WEBS AS WELL AS SHELLS ADJACENT TO CELLS ADD CORNER REINFORCEMENT ADD CORNER REINFORCEMENT REVISIONS: cn COPPER MATERIALS SHALL NOT BE USED IN DIRECT CONTACT WITH METALIC TO BE FILLED TO PREVENT GROUT LEAKAGE TO - EXTERIOR SHEATHING FASTENING: COATED STEEL MEMBERS OR COMPONENTS. ADJACENET CELLS UNLLESS ADJACENT CELLS ARE T & BON ALL CONT. BARS. T & BON ALL CONT. BARS. _ a FOR ROOF: D. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ALSO TO BE FILLED0[n . a FASTEN 7/16" THICK SHEATHING WITH 8d COMMON NAILS ON 6" CENTERS 48 DIA. LAP. TYPICAL. E. CONTRACTOR TO SUBMIT METAL ROOFING & FASTENERS FOR ENGINEER'S _ Z z OF SUPPORTED EDGES (IN THE SEAMS) AND AT 12�� ON INTERMEDIATE SUPPORTS. APPROVAL. 3. SEE SPECIFICATION AND GENERAL NOTES AND DESIGN DRAWN BY: GGW � W m REDUCE NAIL SPACING TO 4" ON CENTERS AROUND OPENINGS AND F. IF FOOTING ELEVATIONS SHOWN OCCUR IN DISTURBED, UNSTABLE CRITERIA FOR GROUT REQUIREMENTS. Z m ALONG DOUBLE TOP PLATE. OR UNSUITABLE SOIL, W THE ENGINEER SHALL BE NOTIFIED. CHECKED BY: NZ a n' G. ALL LUMBER SHALL BE IDENTIFIED BY THE GRADEMARK OF AN APPROVED LUMBER 4. ALL REINFORCING SHALL BE TIED OR SUPPORTED U � FOR WALLS & INTERIOR SHEARWALLS: H _ FASTEN 7/16" THICK SHEATHING WITH 8d COMMON NAILS ON 6" CENTERS GRADING OR INSPECTION BUREAU OR AGENCY. SECURELY IN POSITION. INSPECT REINFORCING H. ALL TREATED WOOD SHALL BEAR AN APPROVED AWPB QUALITY MARK OR THAT AND CELL CONTINUITY PRIOR TO CLOSING CLEANOUTS. OF SUPPORTED EDGES (IN THE SEAMS) AND AT 12" ON INTERMEDIATE SUPPORTS. OF AN APPROVED INDEPENDENT INSPECTION AGENCY. REDUCE NAIL SPACING TO 4" ON CENTERS AROUND OPENINGS AND M..♦ _ �-+ z ALONG DOUBLE TOP PLATE. RENOVATION NOTES: 5. GROUTING SHALL NOT COMMENCE UNTIL 72 HOURS U HAS ELAPSED SINCE THE SECTION OF WALL TO BE � W i- o FASTENERS: PER TABLE 2306.1 FBC U.O.N. INSTALL PER MANUFACTURER'S INSTRUCTIONS. A. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS & CONDITIONS GROUTED HAS BEEN COMPLETED TO ITS FULL HIGHTS. Z W Z U z MANUFACTURER OF GUN NAILS MUST MEET COMMON NAIL SPECIFICATIONS OF EXISTING STRUCTURE & SITE THAT ARE AFFECTED BY NEW WORK. W U) FOR FRAMING APPLICATIONS. B. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS & REPORT 6. A GROUT PUMP SHALL BE USED TO PLACE GROUT FOR W -� i H MACHINE BOLTS ASTM A307 cn ANY STRUCTURE & SITE DEVIATIONS & DISCREPANCIES IMMEDIATELY THE HIGH LIFT METHOD. W J = w TO THE ENGINEER. SEE PLAN AND/OR SCHEDULE Q I U a EXTERIOR WALL COVERINGS: PER TABLE 2308.0.1 FBC. 7. PLACE THE FIRST UFT OF GROUT FOR A SECTION OF WALL FOR FTG. REINFORCEMENT. z FRAMING ANCHORS: NOTED ON PLANS BY "SIMPSON" OR ENGINEER APPROVED EQUAL. TO MAXIMUM HIGH OF 5 FEET, VIBRATING THE GROUT IN M - a ui EACH FILLED CELL WITHIN 10 MINUTES OF PLACEMENT. U M WOOD TRUSSES: U Z W Of FABRICATION SHALL BE ,APPROVED BY ICBO. H 8. PLACE THE NEXT SUCCESNE LIFT NOT LESS THAN 30 � ♦ W a- o PROVIDE SHOP DRAWINGS FOR ENGINEERS APPROVAL PRIOR TO FABRICATION. MINUTES NOR MORE THAN 60 MINUTES LATER ANDQ NL3ALL SHOP DRAWINGS MUST BEAR THE SIGNATURE AND SEAL OF A REGISTERED ENGINEER USE SPACERS OR WIRE TIES TO HOLD REINF. VIBRATE 12" INTO THE PREVIOUSLY PLACED LIFT. H U ww HOLDING A CURRENT REGISTRATION IN THE STATE OF FLORIDA. MINIMUM METAL IN PROPER POSITION. SPACE AT INTERVALS M �"'� L3 A PLATE SIZE IS 15 SQUARE INCHES AND DESIGNED IN ACCORDANCE WITH NOT EXCEEDING 192 BAR DIAMETERS NOR 10'-0". 9. CONTINUE PLACING SUCCESSIVE LIFTS UNTIL GROUTING FOOTING O R BOND BEAM Z z x DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD ROOF TRUSSES WOOD BEAM. OF SECTIONS OF WALL IS COMPLETED TO THE TOP. Z W W Q ui BY THE TRUSS PLATE INSTITUTE. IN ADDITION TO THE LIVE AND WIND LOADS LISTED, "1616HL" BY "SIMPSON W r TRUSSES MUST BE DESIGNED FOR THE FOLLOWING: BOTH SIDES TYP. 10. LAP REINFORCING 48 DIAMETERS WHERE SPLICED. CORNER & INTERSECTION BARS o Pi �- -' j TOP CHORD DL 7 PSF p417W W o BOTTOM CHORD DL 5 PSF NOT TO SCALE W MX Z r USE A TOTAL DL OF ONLY 9 PSF IN THE CALCULATION OF NET WIND o o N W Y �--� 3 Z CONCRETE: METHOD OF HIGH 2'-8" 2'-8" 2'-8" A D W O ALL CONCRETE SHALL BE NORMAL WEIGHT w/ A 28 DAY W Q H A jCOMPRESSIVE STRENGTH FOR THE FOLLOWING: WP o FOOTINGS 3000 PSI Ll F GROUTING }- a SLABS ON GRADE 4000 PSI w/ 467 STONE _ D w SLABS ABOVE GRADE 3000 PSI NOT TO SCALE COLUMNS 4000 PSI NEW PT 8X8 WD STUB POST w O ALL OTHERS 3000 PSI ;.-- (n REINFORCING STEEL ASTM A615, Grade 60 LAPS 40 BAR DIA. z LAPS �FTG'S) OTHERS 48 BAR DIA. Q ) PLACE VERTICAL REINFORCING IN CELLS WELDED WIRE FABRIC ASTM A185 AFTER LAYING MASONRY. Wit- ,,,•.;, LAPS (TYPICAL) 6 INCHES y UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE THE FOLLOWING: CAST AGAINST EARTH 3" POST EXPOSED TO EARTH, OR WEATHER: T BEAM CONNECTION q 6 THRU #11 BARS 2" =' -� -_' _ REFER TO PLAN ON SHEET "S-2" Q 5 BARS & SMALLER 1 1/ " - - 2 FOR FOOTING SIZE AND REINFORCEMNET °- NOT EXPOSED TO EARTH, OR WEATHER: SAW CUT 4" WIDE x 3" HIGH SLOT ® CELLS W z SLABS 1" CONCRETE COVER TO BE FILLED OR USE PREFORMED BLOCK. Z =o BEAMS & COLUMNS 1 J/2" w SLABS-ON-GRADE 1" FROM TOP 3 W ^' ALL REINFORCING SHALL BE HELD SECURELY IN POSITION [] WITH STANDARD ACCESSORIES IN COMFORMANCE WITH ACI 315 >STEP FOOTING @ C . M . U . WALL w DURING PLACEMENT OF CONCRETE. SPLICES IN TOP REINFORCING SHALL BE MADE AT MIDSPAN OF MEMBERS & TOP OF FOOTING OR FLOOR. NOT TO SCALE (IF REQUIRED) A � SPLICES IN BOTTOM REINFORCING SHALL BE MADE OVER SUPPORTS. W } o TOP BARS IN BEAMS SHALL TERMINATE IN A CLASS "C" LAP OR U W Of Of HOOK AT DISCONTINUOUS ENDS UNLESS OTHERWISE SHOWN. # #5 U 1� i W Of PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, WALLS, ETC. Z� a PROVIDE 1/4" PRE-MOLDED EXPANSION JOINT MATERIAL WHERE SLAB ON GRADE Q Q a ABUTS COLUMNS AND 1/2" JOINT MATERIAL AT WALLS OR OTHER A A VERTICAL SURFACES UNLESS OTHERWISE SHOWN OR NOTED. a-Z ♦„� Q STRUCTURAL STEEL: 75, Q STRUCTURAL STEEL ASTM A36 Q 0 HIGH STRENGTH STRUCTURAL STEEL ASTM A992, Fy=50 KSI (� ALTERNATE 8"x8"x8" CMU ly Li w TUBE STEEL ASTM A500, Grade B, Fy--46 KSI AND 8"x8"x16" CMU COURSES Q V) ANGLES,4- STRUCTURAL BOLTS MISC. STEEL ASTM A325 ASTM A36 EACH SIDE OF JOINT. RAKE JOINT AND CAULK. Q W = O HIGH STRENGTH BOLTS ASTM A490, TYPE 1 NOTE: SEE GENERAL NOTES AND DESIGN CRITERIA J X W ANCHOR BOLTS ASTM A307 FOR ADDITIONAL REQUIREMENTS. # #5 3 n Q DEFORMED BAR ANCHORS . ASTM A496 C3 WA WASHERS ASTM F436 NOTE: CLEAN OUT MORTAR DROPPINGS 0 MIDDAY It z NUTS ASTM A563, Grade "A" HEX. AND 0 THE END OF EACH WORKING DAY. � W U U WELDED STUDS ASTM A108 L) H PLACE AND POSITION CELL REINFORCING BUILDING PAPER ON ONE 8"x9"x16" CLOSE END CMU W 'y' WELDS AWS, SERIES E70 1- I- U AFTER FINAL CLEANOUT. SIDE & GROUT FILL JOINT. 9 GA. TRUSS TYPE DUR-O-ALL Z Z STEEL JOISTS ST JOIST GIRDERS: " H W a a N REINFORCING 0 16 c/c. = J J PROVIDE BRIDGING, CAMBER & GEOMETRY PER S.J.I. z WELDS AWS, SERIES E70 STEEL DECK: NADEEM G.ZEB Nt,PA 'Q Q C of CLEAN — OUT OPENINGS AT FILLED CELLS ATM 0 Ix S cn DESCRIPTION HEIGHT GAUGE IN 4 IN� FINISH FORM DECK 9/16" 28 0.012 0.036 GALVANIZED REQUIRED ® WHERE HIGH LIFTGROUTING IS USED . NOT TO SCALE TYPICAL CCU CON-TRO1. JOINT NOT TO SCALE m 8 NADEEM G.ZEBOUNI,P.E. STRUCTURAL ENGINEER Reg.No.16736 . 01 375 MMtc LEGEND SPLIT SYSTEM HEAT PUMP SCHEDULE MECHANICAL MECHANICAL NOTES v 00 PLAN SYMBOLS COOLING 95'db 76'wb MIN. HEATING MIN. SUPPLY OUTSIDE EXT. INDOOR UNIT OUTDOOR UNIT W 0i SQUARE OR RECTANGULAR DUCT. FIRST FIGURE INDOOR OUTDOOR LOCATION / SERVICE TOTAL SENS. SEER 47db HSPF AIR AIR S.P. MOTOR FAN AUX. HT. FAN COMP. WEIGHT NOTES 14x18 IS DIMENSION OF SIDE SHOWN ON PLAN UNIT UNIT (MBH) (MBH) / EER (MBH) / COP (CFM) (CFM) (IN. WG) HP FLA VOLT/PH (KW) BASIS OF DESIGN VOLT/PH FLA RLA MCA (LBS) BASIS OF DESIGN 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER CERTIFIED DRAWINGS. r�-1 AHU-1 CU-1 FIRST FLOOR OFFICES 1 111.0 1 89.7 10.1 1 103.0 3.2 4,000 800 0.5 2.4 5.8 208/3 18.8 CARRIER 4ORMQO12 208/T 2 1.5 34 50 506 CARRIER 38MOO12 11 THRU 7j 2. FIELD VERIFY CONDITIONS AND MAKE PROVISIONS FOR INSTALLING AND INTEGRATING ALL NEW SYSTEMS. F---i (1J _ 14"0 ROUND DUCT. FIGURE IS DIAMETER OF THE DUCT LLJ NATES: 1. PROVIDE SHEET METAL HORIZONTAL SLIDE IN/OUT FILTER RACK WITH HINGED ACCESS DOOR BETWEEN 3. ALL FINISHES DAMAGED OR REMOVED FOR THE INSTALLATION OF NEW WORK SHALL BE M � RETURN AIR PLENUM BOX AND AIR HANDLING UNIT. FILTER BASIS OF DESIGN: AMAIR 300. REPLACED TO MATCH ADJACENT FINISHES. M cr*) � DUCTWORK (POSITIVE PRESSURE) 2. PROVIDE SINGLE POINT CONNECTION. 0i 3. PROVIDE DISCONNECT SWITCH. 4, SHOP DRAWINGS: SUBMIT TO THE ENGINEER FOR APPROVAL, BEFORE COMMENCING WORK, 4. PROVIDE SMOKE DETECTOR ON SUPPLY OF INDOOR UNIT. SHOP DRAWINGS FOR ALL MATERIALS AND EQUIPMENT TO BE PROVIDED UNDER THIS I (n X DUCTWORK (NEGATIVE PRESSURE) 5. PROVIDE AUX. DRAIN PAN W/ FLOAT SWITCH. CONTRACT. THE FOLLOWING APPLIES TO THE SHOP DRAWINGS: - Q Q Q 6. COIL SHALL BE COATED W/ BLYGOLD POLUAL COIL COATING. �- 4.1 DESIGN IS BASED ON MANUFACTURER NAMED DRAWINGS OR IN SPECIFICATIONS. SHOP Q 7. CASING SHALL BE COATED W/ DEVOE 224HS PRIMER AND 379UVA COATING. DRAWINGS SHALL INDICATE EXCEPTIONS TO OR DEVIATIONS FROM THE DESIGN BASIS. Q ~ CEILING SUPPLY AR DIFFUSER. SHADED AREA h INDICATES BLANKED-OFF SECTION (Y Q 4.2 EQUIPMENT IS GENERALLY SELECTED AT MIDRANGE CAPACITY TO PROVIDE FLEXIBILITY Lj I O's FOR CHANGES. SELECTIONS AT FULL MAXIMUM OR MINIMUM CAPACITY WILL NOT BE -J L.1- � CEILING RETURN AIR GRILLE/REGISTER ROOFTOP UNIT SCHEDULE ACCEPTED. 5. ALL MECHANICAL EQUIPMENT SHALL BE FURNISHED COMPLETE WITH MOTOR STARTERS A4 = I 1 C3 COOLING HEATING ELEC. SUPPLY OUTSIDE EXT. EVAPORATOR FAN COMPRESSOR CONDENSER FAN � � (,, � PLAN LOCATION / SERVICE TOTAL SENS. CAPACITY HEAT AIR AIR S.P. MOTOR No. 1 No. 2 VOLT/PH MCA MOCP SEER / IPLV HSPF / WEIGHT BASIS OF DESIGN NOTES HEATER CONTACTORS. ALL OPERATING CONTROLS AND SAFETIES SHALL BE UL OR ETL Q v CEILING EXHAUST AIR GRILLE/REGISTER SYMBOL (MBH) (MBH) (MBH) (KW) (CFM) (CFM) (IN. WG) HP FLA RVA RLA QUANT. HP FLA EER COP (LBS) LISTED. ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECT SWITCHES PER NFPA 70 Q Ld Oj WHERE IT IS NOT AN INTEGRAL PART OF THE UNIT. pq RTU-1 PETWAY OFFICES 62.2 1 47.3 1 59.3 1 7.9 1 2,000 1 200 1 .5 1 1.8 5.8 17.3 N/A 1 1T4 1.5 208/3 1 61.1 1 70 1 11.9 1 N/A 1 7.6 590 1 CARRIER 50HJ0006 1 THRU 13 Li ^ RTU-2 �-CONFERENCE/EXERCISE 62.2 47.3 59.3 7.9 2,000 200 .5 1.8 5.8 17.3 N/A 1 1/4 1.5 208/3 61.1 70 11.9 N/A 7.6 590 CARRIER 50HJQ006 1 THRU 13 6. SEE SMACNA STANDARDS FOR GAUGES AND BRACING REQUIREMENTS OF DUCTWORK. > u o -�r--�- SIDEWALL SUPPLY AIR REGISTERNOTES 7. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED FOR OPERATION AND �/MAINTENANCE OF ALL FANS, DAMPERS AND MECHANICAL EQUIPMENT. 0 -_ 1. WHILE INDIVIDUAL UNIT COMPONENT ELECTRICAL REQUIREMENTS MAY VARY, 6. COOLING CAPACITIES ARE NET WITH FAN HEAT DEDUCTED. O THE TOTAL UNIT DESIGN CIRCUIT AMPACITY AND DESIGN BRANCH CIRCUIT 7. PROVIDE FILTER ENCLOSURE AND 2" THROWAWAY FILTER. 8. THERMOSTATS SHALL BE LOCATED AT 4 -6* AFF (UNLESS INDICATED OTHERWISE). W 0�0 I W ---ti--- SIDEWALL RETURN AIR GRILLE/REGISTER BREAKER SIZE SHALL NOT EXCEED THE SCHEDULED VALUES. IF ELECTRICAL 8. PROVIDE SMOKE DETECTORS IN SUPPLY AND RETURN AIR DUCT AS SHOWN � DATA VARIES, PROVIDE ELECTRICAL SHOP DRAWINGS WITH HVAC SHOP ON DRAWINGS. 9. ROOF CURBS FOR MECHANICAL EQUIPMENT SHALL BE MINIMUM 8" IN HEIGHT AND SLOPED � Q ~ DRAWING INDICATING CHANGES TO CIRCUIT, OVERCURRENT PROTECTION, 9. PROVIDE NORMALLY OPEN AUXILIARY CONTACT FOR INTERLOCKED EQUIPMENT. TO MATCH ROOF PITCH SUCH THAT NAILER IS LEVEL. PANEL AND FEEDER. COORDINATE AMP RATING WITH LOAD RATING. 2. SCHEDULED EXTERNAL STATIC PRESSURE DOES NOT INCLUDE PRESSURE 10. PROVIDE CONVENIENCE OUTLET ON UNIT. 10. ALL DUCTS AND PIPING SHALL BE INSTALLED AS TIGHT AS POSSIBLE TO ROOF SLAB, 45 DEGREE TAKE-OFF W/ (DAMPER DROP FOR COILS, FILTERS, CASING ETC. 11. PROVIDE CONTROLS FOR STARTING AND OPERATING THE UNIT IN THE: COOLING WALLS AND BEAMS. 3. PROVIDE UNIT WITH SINGLE POINT POWER CONNECTION. MODE AT LOW AMBIENT TEMPERATURES. 11. FLEXIBLE DUCT CONNECTIONS SHALL BE PROVIDED ON ALL DUCT CONNECTIONS TO FANS 4. PROVIDE INSULATED ROOF CURB OF SUFFICIENT HEIGHT TO PROVIDE A 12. COIL SHALL BE COATED W/ BLYGOLD POLUAL COIL COATING. AND AIR HANDLING ROOFTOP UNITS. MINIMUM 8 INCHES FROM FINISHED ROOF SURFACE TO TOP OF NAILER. 13. CASING SHALL BE COATED W/ DEVOE 224HS PRIMER AND 379UVA COATING. / 0 5. PROVIDE COMPRESSOR SHORT CYCLE PROTECTION TO PREVENT COMPRESSOR 12. INSIDE OR OUTSIDE OF DUCT VISIBLE THRU GRILLES, REGISTERS AND DIFFUSERS SHALL z ELBOW WITH TURNING VANES RESTART FOR AT LEAST 5 MINUTES AFTER SHUTDOWN. L.,J BE PAINTED FLAT BLACK. � Z I 13. ALL EQUIPMENT, PIPING AND DUCTWORK SHALL BE SUPPORTED AS DETAILED AND SPECIFIED. W Q ADDITIONAL SUPPORTS SHALL BE PROVIDED AS REQUIRED TO PROVIDE A VIBRATION FREE J U MANUAL VOLUME DAMPER (MVD) EXHAUST FAN SCHEDULE HVAC LOAD SUMMARY (FMC 1INSTALLATION. Q z z Q 14. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND U u PLAN TSP FAN MOTOR WEIGHT ROOF BASIS OF DESIGN NOTES ZONE LOAD OUTDOOR OUTDOOR OUTDOOR INDOOR GRAINS HEATING COOLING LOAD DUCTS (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE LLQ U SYMBOL LOCATION / SERVICE TYPE CFM (IN WG) RPM HP VOLT/PH (LBS.) OPENING EStNrm AREA DRY BIX.B WET BULB RELATIVE DRY BULB WATER LOAD SENS. LATENT TOTAL PROVIDED AT NO ADDITIONAL COST. - 1--- (.-- FLEXIBLE DUCT EF-1 FIRST FLOOR RSTRMS 2 400 0.375 982 1/4 120/1 36 N/A_ COOK GN-720 1,3,4,5,6 NAME METHOD (�' �') ('F) ('F) HUMIDITY ('F) (DIFF.) (MBH) (MBH) (MBH) (MBH) Z U Z U UC 10 " EF-2 SECOND FLOOR RSTRMS 1 320 0.375 1,294 1/8 120 1 28 13.5x 13.5 COOK 9OC 15DH 1,2,3,6 AHU-1 1,2,3 4,464 93 77 49% 72 56.2 52.4 92.2 30.6 122.8 15. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. LTJ J --�Ir--� UNDERCUT DOOR 1 RTU-1 1,2,3 1,807 93 77 49% 72 56.2 18.9 33.7 6.6 40.3 16. FLEXIBLE DUCT CONNECTING MAIN DUCT TO SUPPLY DIFFUSER OR AIR BOOT SHALL NOT J LTJ I '� QA AIR DISTRIBUTION DEVICE FAN TYPES: 1�P RDISCONNECT. RTU-2 1,2,3 1655 93 77 496 72 56.2 15.4 30.4 9.9 40.3 EXCEED 6 FEET IN LENGTH. RUNOUT SIZES SHALL BE THE SAME AS NECK OR INLET OF Q 1 Q U 1. CENTRIFUGAL POWER ROOF VENTILATOR. OWE DEVICE AS SCHEDULED. CL u T THERMOSTAT 2. IN-LINE CENTRIFUGAL CABINET FAN. 2. PROVIDE ROOF CURB OF SUFFICIENT HEIGHT TO PROVIDE A MINIMUM LOAD ESTIMLATING METHODNMS- � - Q O OF 8 FROM FINISHED ROOF SURFACE TO TOP OF NAILER AND 1. COWNG LOAD CALCULATIONS: ASHRAE TRANSFER FUNCTION LOAD CALCULATION METHOD. 17. INSULATE THE BACKS OF ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES WHICH ARE }._. U 0 DUCT MOUNTED SMOKE DETECTOR SLOPED TO MATCH ROOF PITCH SUCH THAT NAILER IS LEVEL. 2. HEATING LOAD CALCULATIONS: INSTANTANEOUS ENVELOPE TRANSMISSION AND INFILTRATION LOSSES. EXPOSED TO THE NON AIR-CONDITIONED SPACE ABOVE THE CEILING. U Z OL Ld ® 3. PROVIDE SOLID STATE SPEED CONTROLLER. 3. COOLING AN N N ARE PERFORMED USING THE CARRIER "HAP SYSTEM W a- 4. PROVIDE SCHEDULED WALL LOUVER. 0 FAT)NG LOAD CALCULATIONS E E 18. REFER TO TYPICAL DETAILS FOR INSTALLATION OF EQUIPMENT. Cp CONDENSATE DRAIN PIPING 5. PROVIDE HANGING RODS, BRACKETS AND VIBRATION ISOLATORS. DESIGN LOAD" PROGRAM. Z <C +T+ +O+ +9+ TEE (PLAN, UP, DOWN) 6. PROVIDE TIME DELAY SWITCH. 19. CONDENSATE DRAIN SHALL BE PVC TYPE DWV ROUTED TO ROOF DRAIN, COATED WITH UV (/1 z 7 u PROTECTANT. PROVIDE TRAP IN PIPING AT UNIT. f+- +- ELBOW (90, 45') W W Z T `-' -{0 -+-0 ELBOW UP, DOWN 20. ALL DUCTWORK ELBOWS SHALL BE 1.5 RADIUS BENDS OR MITERED (WITH TURNING VANES. Z W Q ( ) ZD Z (-- MBH 1,000 BRITISH THERMAL UNITS PER HOUR 21. PROVIDE ACCESS DOORS IN DUCTWORK FOR ACCESS TO ALL DAMPERS WHETHER SHOWN 0 �-+ F- ON DRAWING OR NOT; PROVIDE CEILING ACCESS DOORS FOR DAMPERS LOCATED ABOVE m L' I LTJ LTJ CFM CUBIC FEET PER MINUTE HARD CEILINGS (COORDINATE AMONG TRADES). W Z Z N Li �z SA SUPPLY AIR 22, PROVIDE SMOKE DETECTORS ON SUPPLY DUCTWORK AS SHOWN. INTERLOCK WITH Q� > FAN FOR SHUTDOWN UPON ACTIVATION. PROVIDE SIGNAL TO CENTRAL FIRE ALARM 2: Q :D LTJ RA RETURN AR SYSTEM. SMOKE DETECTORS SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL LLJ Q WALL LOUVER SCHEDULE CONTRACTOR AND WIRING SHALL BE DONE BY THE ELECTRICAL CONTRACTOR. Q Q OA OUTSIDE AIR 23. LOW VOLTAGE CONTROL WIRING SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL. � Q Q PLAN LOCATION / SERVICE FACE SIZE MOUNTING DAMPER BASIS OF DESIGN NOTES CONTRACTOR. ALL CONTROL WIRING SHALL BE PLENUM RATED WIRE OR ROUTED WITHIN Z = 01 NOS ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWING. SYMBOL W x H HEIGHT INTERLOCK CONDUIT PER DIVISION 16 SPECIFICATIONS. L-1 AHU-1 O.A. INTAKE 2408 - N A RUSKIN ELF6375DX 1 THRU 3 L-2 RESTROOM EXHAUST 18x12 - N A RUSKIN ELF6375DX 11 THRU 3 24. COORDINATE LOCATIONS AND DIMENSIONS FOR ALL EQUIPMENT WITH OTHER TRADES TO ENSURE PROPER PLACEMENT OF FRAMING. 25. ALL AIR DISTRIBUTION SYSTEMS SHALL BE TESTED AND BALANCED BY AN INDEPENDENT MECHANICAL DRAWING INDEX 1• LOUVER SIZE GIVEN SHOULD BE CONSIDERED AS THE WALL OPENING SIZE. ACTUAL TESTING, ADJUSTING AND BALANCING AGENCY. A CERTIFIED TAB REPORT SHALL BE LD LOUVER DIMENSIONS SHOULD BE ADJUSTED TO ALLOW FOR FRAMES. PROVIDED TO THE ENGINEER DEMONSTRATING COMPLIANCE WITH THE DESIGN. SHEET 2. ANODIZED ALUMINUM. COORDINATE COLOR W/ ARCH. DRAWINGS Z NUMBER DESCRIPTION 3. PROVIDE BIRD SCREEN. 26. THE MECHANICAL CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS' INDICATING ACTUAL M-1 MECHANICAL. SCHEDULES INSTALLATION FEATURES, EQUIPMENT LOCATIONS, DUCT AND PIPE ROIAGS ETC. TO THE F'� M-2 FIRST FLOOR MECHANICAL PLAN ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE HVAC INSTALLATION. N R MECHANICAL PLAN RSi M 3 SECOND FLOOR �U � AIR RN a Sapp U� W Z �Y NOTES: AIR WALSH PULSATOR T M m Lei AIR DISTRIBUTION SCHEDULE R f MOTORIZED DAMPER 1. PROVIDE WAL.SH PULSATOR VOLUME CONTROL DAMPER ON ALL SUPPLY PLAN TYPE FACE BASIS OF DESIGN NOTES t' 0 AND EXHAUST TAKE-OFFS ABOVE a SYMBOL SIZE (IN.) p�w INACCESSIBLE CEILINGS. CEILING SUPPLY 48x5.75 TITUS FL-20-HT 1,2,3 ?rl CEILING SUPPLY 24x5.75 TITUS FL-20-HT 1,2,3 E� 2. COORDINATE LOCATION OF THE RJ 11 " � a COMMUNICATIONS PORTS W/ 1 CONDENSATE ,. ( l � � CEILING RETURN 48x7.75 TITUS FL-30-HT 1#294 3 PLY 90 LB. SATURATE 1 C ULLJ ' 45' BOOT ARCHITECT. FELT 6" CLEAR ALL SIDES CEILING EXHAUST 48x7.75 TITUS FL-30-HT 1,214 , f----I ►--a LAJ - 1 4 i WALL _ CEILING EXHAUST 247.75 TTTUS FL-30-HT ,2, � � ' , � Z � TRANSFER GRILL 14x6 TITUS 272FS 1 - "' - , Q NITP N 18"LG. X 4"4 PVC w/1 f 8" FACTORY INSULATED T CONDENSATE PIPING TO HOLES DRILLED 1-1/2 ON Z ►--•+ ' � FLEXIBLE DUCT FULL ROOF CURB BY RTU P_�AP NEAREST ROOF DRAIN GRADE--\ - � Q � 1. THE FOLLOWING PLAN SYMBOLS NOTE 'THE AIR OUTLET TYPE, CFM ' , ' J INSULATED NECK SIZE OF DIFFUSER MANUF., VERIFY AND OR GUTTER CENTER ALL AROUND � a � AND NECK SIZE, EG: 10x8 TYPE A, 3100 CFM, 10"x8" NECK SIZE. , MATCH ROOF SLOPE Q300 INC , S.A. DUCT INSULATION 6'-0* MAX. LENGTH -- (� A -J L (Y L'.. 2. PROVIDE INSULATED PLENUM ON ALL LINEAR DIFFUSERS. i Uig �l�E S.S. DRAWBAND i-i ROOF -�, 4x4x6 PRESSURE TREATED - -_- =�` 3 ONE 2 SLOT. a 0 i WOOD BLOCK. ATTACH TO 6 MAX. _ ___ Fl 4. ONE 3" SLOT. p� • R F! X11 i ; SLOT DIFFUSER AND ROOF ° -- --=~ `-�-' t- � �A l 5v INSULATED PLENUM ° °0 0 -� Q W 2 ° °x 0 0 0 � J U BOLT CURB TO ROOF 0 0 :�: Q STRUCTURE IN 4 FLEXIBLE CONNECTION ON °0 ° 0 W WAL.SH PULSATOR i ADJUSTABLE PATTERN PLACES MINIMUM S.A. AND R.A. DUCT co G4 CONTROLLER FILL PIPE WITH ____� L.tJ U U ' MOTORIZED DAMPER i � RIVER ROCK 45' BOOT i ACOUSTICAL LINER ON DOWN n SMOKE DETECTOR FOR LEG OF S.A. �C R.A. DUCT Z Z UNITS OVER 2,000 CFM, ILj j Q Q ENSURE ACCESS (TYP. 2) = J _I uhf 1 CEILING 24"x24"x24"DEEP � Q Q To E�NINSULATED DRYWELL \-1/2" TO 1" ROCK (12" FILL) ELEVATION S.A. DUCT 1-1/2" TO 2 ROCK (12 FILL) VERTICAL AIR HANDLING UNIT DETAIL LINEAR SLOT DIFFUSER DETAIL ROOFTOP UNIT DETAIL DRYWELL DETAIL- NOT ETAIL_ __NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE c NOW :3 75 t: A�)mfic DRY WELL U � W , ~ M � Z CU U w o 200 Q :D M Qs 0 CU WALL—\ MECHANICAL - 11x5 Q 14"0 �1 _ A Li. 3/4"0 CONDENSATE PIPINGCLI N Q p rrr ^ W J CAULK rrr 34x20 -�-mob--- L� rr MVD _ ... . . � a = . . � A4 U to I DRAINABLE BLADES BIRD SCREEN 3420 DN Q Q q- _j J w (1J ,,� ABO W > � o ® 26x26 �� 120 �. � W 0 z AHU-1o Q ._ FLANGED FRAME CAULK W poo W 08"° A 120 WALL LOUVER DETAIL LD NOT TO SCALE _ W N RENTAL OFFICES Z _J c W Q N Q z U ?VV2Q� _ E--' WEEEEa LD E-- U U - - - ,. WWW J , I-- -J W = A 8"0 I < U 140 _ Q �.- U 0 � I— L7ZU 14x6 14x6 1 Z F W W Z FO 0 Z w Q PQ 0 W W O W Z Z Z X: A ZD W W Q W A QQC7Q Z I Q LD �.� W 3W o > � CL A LLJ W W � Q � Q � 0 _ UQ Q < W 2 � Q Q 31:1w�-- pq pq W U U ZZ N � WQQ _ _1 J FIRST FLOOR MECHANICAL PLAN SCALE: 1/4" V-0" IM 2 315 �- � TT 00 LLJi , ! OFFICE CONFERENEXERCCE I 8»e IUVO a RETURN DUCT SIZE IS TO MATCH 160 00 SUPPLY DUCT SIZE AND BE LOCATED M p DIRECTLY BELOW IT. Q QN EF- 100 ' _ A < Q 8x8 DN A 8»v _ A �- IL10»e A 8»e 8"0 235 - - ry Q LL BIRD SCREEN © 200 8 - C 10»o X350 C 10»0 ROOF CURB Li i OS 160 MVD s _ BI1�2 -� I `D 00 r 590 LBS. --J 5 - RA DUCT A —�►-- cu ' 30X 12 _ U 506 LBS. -�-+-- 8x8 8x12 12x12 = _ - _ . - - - v=; �--�-- f _.. . Q Q LL! ' t--———------� 1 1 18x 12 26x 12 u Jn4 � .. END RETURN WCT ® W qqt CONDUIT HOLE INLET GUARD " _ .; ; _ O8o V ..' 00 S.A DUCT W m » 18x12 s"o � � Z .� ---------� ©10 0 235 - - CD J EXHAUST FAN DETAIL 0 C 10"o ®8»e W F- W 200 SFCRFTARIFS Q NOT TO SCALE - - - e 10"0 O ©10'0 4350 8'0 235 Li Z Lj W Q i U QZU -- -__. W . .GiI'YlEgY W �j I _..J = �8»0 �8~e C 1000 V*0 V"o I Q U 100 100 0 100 ci' I.... U 0 � Z CL T ~ LJ LLJ _ CL »o MR. TY PETWAY e , w Q V175 (A )5 I— LD � u . ? LO to --�---- —�—.. . —,�-- --,�--- —.�.. - --- —�y--- '—�--- ,� w Z ZW Q 010 Z r p � F- 0110-010'0 10 0 W 0 W W S.A DUCT © ©10"0 ©Sre � �-1 LL z z z R.A. DUCT 8"0 200 r 590 LBS. tV W �L > - - _ 0175 10x 12 L--_L, —_ xAZ) W W d I�- A f - - R.A. DUCT W A 26x12 30x12 }- 8x12 12x12 14x12 18x12 20x12 Q Q 0 Q 8"e 10"m Z = CY 0175 �.—....._— -� ®250 END RETURN DUCT-j 10"0 �A 8»0 (p 8 T ©10"o S.A. DUCT 18x12 Q 175 .�� I T MATCH �10`0 ©1000 OFFICE RETURN DUCT SIZE S 0 TC OF FIC SUPPLY DUCT SIZE AND BE LOCATED MR. TQb1 AY DIRECTLY BELOW IT. ROOFTOP UNIT DUCT DETAIL A IF m "M NOT TO SCALE RTU-1, RTU-2, CU-1 (LOCATED ON ROOF. F---� W ROUTE CONDENSATE PIPnK TO THE Z NEAREST ROOF DRAIN O)R GUTTER. . - 3W A r . + W � LLJ Z = 'Q Q r) A A Q oc Da 0 A -.1 U � Q LLJ LD _-J U QSow � pqPQ W U U l..i._ Z Z IWJQ = F— F SECOND FLOOR MECHANICAL PLAN `� ¢ SCALE: 1/4w V-0" - 1 -31 v)*jaki�cI3) U 00 W N i Z N U w Q N N ON CDN PLUMBING NOTES PLUMBING ABBREVIATIONS LEGENDPLUMBING FIXTURE SCHEDULE PLUMBING LEGEND A Q � 1. PRIOR TO ORDERING OR FABRICATING ANY NEW EQUIPMENT THE CONTRACTOR SHAM VERIFY PuCOLD n HOT � a A ALL DIMENSIONS AND c�►au�s AND REPORT ANY DISCREPANCIES BETWEEN THE AFF ABOVE FINISHED FLOOR s�ruea ° 101'' WATER WATER VENT MANUFACTURER � �ao�r. no. SANITARY PIPING (s) � > o m DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ENGNiEER. B.F.F. BELOW FINISHED fL00RWATER CLOSET AMERICAN STANDARD /2898.012 CADET II EL ELONGATED - - - - - - VENT PIPING (V) WI �p 2. All. PIPE SIZES ARE NOT SHOWN ON PLANS. REFER TO RISER DIAGRAMS FOR COMPLETE B.F.G. BELOW FIWISHED GRADE �-1 FLOOR YfD., FLUSH TAW 1/2• 3� 2� BOWL TOILET do TANK W/ OISONITE /95 SEN FRONT SEAT J � LL- � LESS cam — - — - — coin WATER PIPING (CW)PIPE s�ziNc Mw CONFIGURATION. —� o� z i RW RAINWATER WATER CLOSET AFRICAN STANDARD /2998.012 CADET II 16-1/8"H EL — - - — HOT WATER PIPING (HW) � U "D3. VERIFY ALL ROUGH-IN SIZES AND LOCATIONS FROM MANUFACTURER'S CUT SHEETS AFORE WC-IA ADA COMPUNf A1/2� - 3' 2' ELONGATED BOWL TOWk TANK, 16-1/8' RIM HEIGHT INSTALLATION. OF OVERFLOW FLOOR MTD.. FLUSH TAW W/ OlSON1TE /95 OPEN FRONT SEAT LESS COVER *Of- +e+ TEE (PLAN. UP, DOWN) � Q W N 4. ALL PIPING AND EQUIPMENT SMALL 9E COORDINATED WITH MECHANICAL, ELECTRICAL, CO CLEANOUT (ON PIPE STACK) ELBOW (90', 45) J � srnucn� AND GENERAL CONTRACTORS BEFOREnrsrK.unoN. sr STORM 2"urs s/4• - z' �-�/i• w aw AMERICAN Rar asi FLUSH VANDARD #6561.017 �ALMBROOK URINAL f+- /4- W > u v -ao ELBOW (UP, DOWN) wF--1 o s. VENTS � � AS REQUIRED TO NMINIMUM m zoNroIsr �o► oUf510E WAKES. REFER TOMECHANICAL DRANArcs DN oowH AMERICAN sty /0+76.028 AauALrN WHITE COUNTERTOP GATE vavE (GV) z FOR COORgNATION. UV-3 couNrtEarov uw►riortr 1/2• 1/2' 1-1/4' 1-1/4" LAVATORY WITH AMERICAN STANDARD 2385.130 FAUCET D Q I.E. INVERT ELEVATION AND pRAN�1 —i�F— BALL VALVE (BV) WC:) J 6. PROVIDE ALL PLUMBING ROUGH-IN AND FINAL CONMIECiIONS, INCLUDING ANY INTER- 00 �' W CONNECTING PIPING REWIRED. MOUNT ALL FAUCETS ETC. AND PROVIDE ANY TRAPS. RD ROOF DRAIN WALL-HUNG UYAT()RY NkACN! STNIQ�(ID X0356.012 LU(kliNE NFNIF IW.L-tMlIG UAN1TONt' WITH ---D�— GLOBE VALVE (GLV) � t- v�vEs. Fmrres, vAcuu�r etas, aAc�ow ar�vErnERs, awe GAUGES, �'�-3A � co►��urr �/Y �/i• �-�/4• �-�/4• ua►�r ao�m ww suPra�r (r+� �' �r.i.) ero ,ua+�aw sr�u TEMPERATURE GAUGES OR PRESSE REGULATORS NECESSARY FOR A COMPLETE FD FLOOR DRAIN 2385.11(1 FMX;ET AND DIeNN. M6U/OE P-TRAP, N4lSTE ARN AND Sl1PPUES fit-- CHECK VALVE (CV) PLUMBING INSTALLATION WENCH MEETS CODE. HD HUB DRAINSK-4SINq.E COMPARTMENT ��2• ��y" 1-1/2� t-1/2' B�PEIIKNIW SC-3085- GOOSENECK FAUCET D Y LR-2522, TWO FAJCET HOLES 4- O.C. W/ STRAIN ER (STA) 7. PROVIDE ALL FLOOR BRAINS WITH DEEP SEK TRAPS. SAN SANITARYS.S. SINK (25'x22' EUUY LK-35 STRAINER --tea VALVE IN VERTICAL RUN 8. PROVIDE ALL VENTS AND OVERFLOW DRAINS WITH EFFECTIVE RODENT SCREENS. S.S. STAINLESS STEEL SH-5 SHOWER VALVE d� ORM 1/2- 1/2' Y 1-1/2' YIY C 2000LO 25-1WER ��BN�INCMIG� MIXING --H�-- UNION, SCREWED (UN) L3 9. ALL FLOOR DRAIN TRAPS Ny0 CLEANOUTS BELOW GRADE SHALL BE ENCASED IN CONCRETE. � TYPICAL PROVIDE 2- CAST BRASS DRAIN W/ CHROME PLATED SiRAMrER ] CAP ON END Of PIPE z Lj 10. FLOOR ORNNS AND CLEANOUTS SHNl NOT BE LOCATED NEAR DOORS OR IN LINE WITH VTR VENT THRU ROOF FIAT MS8-2424, WHITE MOLDED 5fONE, FLOOR MOUNTED W/ — +9H- HOSE 8188 W PATHWAYS OF DOORS AND HEAVY TRAFFIC AREAS. JAN-6 MOP SINK 1/2' 1/Y 3� 1-i/2� M SERVICE FAUCET. #W2-AA HOSE AND HOSE BRACKET, W WITH W/ w � i�t53ee- STRAINER #M --CC sra� t o f -cc MOP HANGER --- iv+ FREEZELEss ►+Yvwwr 11. SHOP DRAWINGS: SUBMIT TO THE ENGINEER FOR APPROVAL, BEFORE COMMENCING WORK. � �ppR � SHOCK ARRESTOR (SA). LETTER INDICATES Q `� C-1 WADE i t005TD. CAST IRON FLOOR DRAIN W/ FLANGE. NICKEL Z Z SHOP DRAWINGS FOR ALL MIAlERIALS AND EQUIPMENT TO 8E PROVIDED UNDER THIS FD-1 FLOOR DRAMs - - 3� - BRONZE SfRAMrER AND 1/2' TRAP PRpAER TAPPING PDI RATING (, Q .-, CONTRACT. THE FOLLONMIG APPLIES TO THE SHOP DRAWINGS: V VENT ,--., _ A. DESIGN IS BASED ON MANUFACTURER NAMED DRAWINGS OR IN SPECIf1G1TI0NS. SHOP WC WATER CLOSET JOSAN 23713, CAST NtON ROOF DRNN. NON-PUNCTURING FLOOR GRAIN � � W F- DRAMMN�GS SHALL INDICATE E%(EP'f101� TO OR DEVIATIONS FROM THE DESIGN BASIS. AD-1 AREA DRAIN - - 3' - FLASMMNG COLLAR WITH NiEEPFIOLES FOR 3" ROOF FILL UR URINAL AND MEDIUM SUMP WITH ROOF FLANGE AND BOTTOM OUTLET HUB DRAIN Z w g LAJ U B. EQUIPMENT IS GENERALLY SELECTED AT MIDRANGE CAPACITY TO PROVIDE FLEXIBILRYi UV LAVATORY 0 FLOOR CLEAN-OUT W W I � FOR CHANGES. SELECTIONS AT FULL MAXIMUM OR MINIMUM CAPACITY WILL NOT BE J a = ACCEPTED. sK SINK —•al WALL ClE/w-our d I U ,i. SECURE EQUIPMENT m PER LOCALsu�aoaisLOCALCODE AUTHORITY. PROVIDE SEISMIC BRACING JAN JANITOR sI�«c ELECT-RICm WATER HEATER SCHEDULE J'V v��r Ru HooF (VTR) � a- Q PER LOGLL. CODE AUTHORITY. PLUMBING SUBCONTRACTOR SHALL PROVIDE SHOP DRAWINGS INDICATING METHODS INTENDED. EWC ELECTRIC WATER COOLER PLAN LOGl10N / SERVICE � � KW IVOIALT/PHRELCIEF BASIS OF DESIGN NOTES U Z � L+1 �� E� ��) C� C� CONNECTION � NEW WORK ?0 EXISTING W 13. ONMER SFiALI BE RESPONSIBLE TOR COMPLYMJG WfTH THE REQUIREMENTS OF 1FE SEWAGE � ��R WH-t MECH. 106 30 f0 50 120 4.5 2srnrE as-3o-2oar-w 1.2.3.4.5 � W Q TREATMENT PROVIDER REGARONlG THE WUID 1YI1SfE ENTERYiG THE PROVIDER'S SYS`IEM. WH-2 YECH. 210 40 20 50 120 4.5 2STATE P6-40-20RT-W 1,2.3.4.5 ~ � z � 14. ANY LOAD SUSPENDED FROM THE ROOF OR FLOOR STRUCTURE ABOVE SHALL HANG lIQIE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWING. DIRECTLY FROM THE BAR JOIST OR STRUCTURAL MEMBER; OTIIERMASE, PROVIDE ADDfiIONAL !l4IE$; N � Z A SUPPORT WlfRNL DESIGNED TO CARRY THE LOAD BETWEEN THE STRUCTURAL MEMBERS. 1. PROVIDE SLEETY DRAW PAN MKM 1' DRAIN LII ROUTED TO FD OR TO ABOVE EXTERIOR GRADE. Z W w Q QQ, SUPPORT LOADS FROM BRIDGING. 2. ROUTE TSP RELIEF TO FD OR TO ABWE EXTERIOR GRADE MRIH TURN GOWN. :D Z F- J 3. ELECTRIC HEATING ElFa1EDfTS g#MI.I 8f NON-SIMULTANEOUS OPERATION. D .-. t- 15. ALL PLUNBNIG EQUIPMENT, P8'ING, MISULATiON, ETC. INSTALLED IN WAC PLENUM SPACES 4. PROVIDE THERMAL EXPANSIEIN TjyN( AS REQUIRED 8Y LOCAL CODE. PQ l' W W SHALL MEET CODE REQUNWAIEN15 FOR SMOKE AND CAWJSr19N.RY. 5. PROVIDE HEA? TRAPS AS KKQUIkED 9Y tAGIL CODE. W Z Z Z N W Y ' ' 16. WATER HEATERS SHALL 8E WSULLED WIiFI DRAIN PANS UNDER HEATERS. ROUTE DRAINS OC > TO NEAREST FLOOR DRAIN OR TO GRADE OtlfD00R5. E A D W W Q I- A 17. PROVIDE ISOLATION VALVES AT TAKEOFF FROM MNN, AT ALL EQUIPMENT CONNECTIONS. AND � A WHERE SHOWN ON DRIIMANCS OR REQUIRED BY LOLL AUTHORITIES. PROVIDE A LIMON A A r r AT EACH THREADED VALVE OR CONNECTION. Q Q O Q Z I cy � Q. o. Q. a. DAMMING MATERIAL, 7" DEPTH TO CW SIDE OF � c :v. (MINERAL W10OI OR APPROVED 1 r1 SINK FAUCET SUPPLYOW/HELD AT TRAP THERMAL TANK . : . : MATERIA!) "CO" TO BE CAST 'CO" TO BE CAST 3/4' SHUT-OFF VALVE °. ' IN COVER IN COVER �TRAP PRIMER CHROME PLATO3M, CP 25 WB CAST IRON T 6' THICK BY GIST IRON CLEANOUT A.S.M.E. TdcP RELIEF VALVE CALICO Y DEPTH a WITH COVER FOR 18" SQUARE WITH COVER FOR 0" TO 2" MAX HEAVY DUTY CONCRETE PAD HEAVY DUTY 3 4' DIELECTRIC UNION FINISHED FLOOR � �-GRADE OR PAVING � .• -�t FACING-�� ROUTE TO FLOOR DR/UN WALl 3/4' HOT WATERCHROME PLATEDSUPPLY W/ HEAT TRAPSTEEL PIPE M WNOTES: �ON EXTENSION � ELECTRIC WATER 7a �IZE AS SEINER COLD WATER SHUT OFF VALVE: 3/4• ��� —ELECTRIC (WH-1) 1. �FBUILDING LATEST MATERUtiLION � A UP TO 4' DIA. � SUPPLY � �� f � A . STANDARD WEIGHT I CAST IRON LONG SWEEP � 1C��►J� OR CAST IRON IRON LONG SWEEP DIRECTORY Q .� SLEEVE IN BLOCK WALL } 1/4 a� OR cAsr IKow cope. 'Y e� 1 a BEND (� COMB, ec 1/a 8EN0 � Z, COPPER TUBING (TYPE K,L) ° , . ° U W w 1/2� i-1/4' PIPE SLEEVE SIMILAR (UL-395). 3 HOUR. ~ ~ 2 Ld FLOOR SLAB �IIE� 0 3. METAL CONDUIT SIMILAR a c. ' � z !/� BUILDING DRAIN OR BUILDING DRAIN OR - � �SUPPLYARE PIPING TO BE 3/4' DWUN VALVE TO �U1-49). 3 HOUR. � Q Z .-� SEWER MATERIAL AND � A A SIZE AS SPECIFIED SEWER MATERIAL AND �'---= CkIROME PLATED SAFETY DRAIN DRAIN PAN SIZE �s S��'�° PIPECAULK D SLEEVE P� NON—INSULATED METAL PIPE AND METAL � � Q � �—�� � I* DRAIN To CONDUIT THROUGH PENETRATION FIRESTOP W � � INTERIOR EXTERIOR SYSTEM (UL#CAJ1044) ONE, TWO. AND � Q � u C LFAI�OUT D ETAIL (:2 CLEANOUT DETAIL- (:3) TRAP PRIMER DETAIL- 4 WATER HEATER DETAIL O THREE CONCRETE AND BLOCK WALL Q � o Li � NOT TO SCALE NOT TO SCALE PCI pq I t10T TO SCALE J W U U Z Z t-1 W Q Q = J J LO 3 1s P4-lart 6 vv F- u OD lJ (U I F- � CONNECT NEW 40 SAMTARY TO _ 0i EXIST SANITARY BELOW MUM 4" U W IMSCHARGE 4"RW(1492sf) STORM ::D 00 WATER DOVE GRADE 30-GALLON ELECTRIC WATER (4 �• ` HEATER (WH-1) SEE DETAIL 4 mX ` P1 A Q L� Z RISE (�! A T 2N0 FL. 1/2-CW 1/2-CIN do 1/2"CW DROP DISCHARGE 4•RW(l 492sf) STORM 11 HW WATER ABOVE GRADE C3 Cr ;r W J - <= 1 - -- -- 6"RW(1492sf) J .6s"1492sf) i r E 3 DROP FROM 2ND EL. 11T3 4" 1 DROP FROM 2ND FL. pA I / _ ,{ Q �+�� IW (U . DROPs PCII FROG! 2ND FL. 1 � WC-1 �i MIC-1 - 3"FD_1 ;F C) ,.r _.. VENT RISE 37D--1' ! 1'CW MAIN SHUT-OFF TO 2ND FL I W v�.vES A " CEIL i W Q F- 1—1 -1-1/4 CW MAIN i, — -- -- -- — , LAV— TO t ABOVE CEN,. < I — �- �, - +; -.r . _ 3/4"CW & HW DROP �!� � 3/4"CW RISE 1 - i I _;, WrrH 1/2 CW & HW 3/4 Cw DROP 'j; TO HOSE BIBB 1-1/4' - LAV- I TO EACH TO BELOW FL. �' � � lj { ` ABOVE ' 1 { jd1L - - -- }- - -- Z I 3/4"CMI DROP F�G!! B 1 1/� Cal., L5 W TO HOSE BIBB AB10 CEIL� I W I ; i 103 f 1 110 J - 1 i I =Z i U _ d u Q Z 1 -CW DROP I W " U �Lk I i 3/4 Z W W I 107 k • � � rt � W J t--- I 4 t il� i E � I� 1 l 1 ! , Q i u 1 1'C'W RISE TO 21� UZQY 1 -- - Ld I Ll� <[ F— l� U + " 3/4'CW do 1 f2*tWY \-ABOVE ZDROP W/ 1/2CW CEN_ 3/4" W 1 ROUTED TO MSC-1 Z � t--- � I 102 CA 0 LLJ W BELOW K-1 C3 -�� - W Z Z Z NWS ►-� � > 1 ! p :D w lit , W tC I WA I Q tZ 0 Q z 2: 0 � B�Ls�E 101 I 1 ' I I � Z 1-1/4" I 1 f I 1 W W Z Q CL � 1 Q C� 0 0 Q 1 U tt LL EXIST � NEW 1-1 4"CMI TO I mow W I ! � JU L3 --- l C3 LJ CLLLJ � " ZZ �---� W d � � QQ FIRST FLOOR PLUMBING PLAN SCALE: 1/4* � 1'-0' OUB G )vd U 00 W M z ru U W ~ M p 0OV � (1.t M X A � V- � � A > 0 1/2-CW DROP 2" VENT RISE 1/2-CW do 4wRW 1492sf) W -� 0% ( _,. TO WC-1 FROM 1ST FL, HW DROP DROP TO 1ST FL. J W J � �- i '.i I111l r� :` j. I E i pq 4 1492 -1 'r " ( U �D DROP TO 1ST Fl. �+--- - - - - - - -fi— - �,' _� TNRS pq <L Q ! 110 iJ LLJ- - - - - - - - O _j 213 I �wCO L1J .4 SIN. DROP TO 1ST FL If WF m 2'VTRMEN I I Q ZGC 3-FD-1C)I I W C7JJ 109 - i I pp F- W SH-S 1 J2 CMI dt 3w VENT RISE Q t- �c HW DROP 4" FROM 1 ST FL. 3/4 r' 4 1492af 3N TR I' I j, 4wRD(1492f) r WC-1 3" I I I 2„ 0 - - - - -+-- - L W 7 Z 2"CMI DROP I ' ► I W .__! ,iTO 3wFD-1 I ( -a ,� 209 z U j 1/2"M do I 1/2 CW dt {-� HW DROP 3 I HW DROP 20 j r 1 1 LD U f/-.--� I -3/44w , U W W W ELEVATOR .MECH � 1 J , Qif U — < i " U 0 3 AD(136sf) !. 3"FD�-1 I I I (,,.) Z w W �i 2 '`--4 W y 3/4w ' +I W k�a � �' z L3 WZ A r - 1/2w �- t �.; W W Z 1*CW RISE HW DROP ; E Z W d ! FROM 1ST FL. I 1 z 0 ''-'' H - - - _ - PQLDWtAJ 1 W Z Z Z I N W i 40-GALLON ELECTRIC WATER � > I HEATER (WH-2) SEE DETAIL 4 A W ' pi I Q Q 0 Q Z3: Q - 3 AD(1369f) LD i 3/4" OFFIC t�R• 201 202 .�ISY 1�..,IY 204 L,J Z 3 W 0 > 3/4 - - - - - - f1180�VE CEII - - - - - - - - /4 3 AD(136sf) UJ ; I 3/4-CW DROP 3/4-CW A A y TO HOSE � TDROP � Z 0 NOSE t D, p .J U Cy LA- 3`AD(1360) 3"AD(1369f) 3"AD(13W) 3-AD(1369f) 3wAD(136sf) 4w 4" J U LD : Q 3 0 W �-- pq PCI t — — �- i u u � ►--� F- F-- 4w�W(448sf) sw E--� t.,,..! Q d 8" 4�( < J z 1- F N SECOND FLOOR PLUMBING PLAN SCALE: 1/4w = 1�-0" wvd ELECTRICAL LEGEND LIGHTING FIXTURE SCHEDULE ® FLUORESCENT LIGHTING FIXTURE - SURFACE MOUNTED. LAMP ® SAME AS ABOVE, EXCEPT WITH BATTERY PACK. TYPE MANUF. CAT. NUMBER SIZE UA VOLTS MTG. HT. REMARKS V (0,13 PL FLUORESCENT OR INCANDESCENT OR H.I.D. LIGHTING FIXTURE - RECESSED. W A DAY-BRITS CAN232R-120-1/2EB F32 T8 4100K 2 120 CEILING WRAPAROUND FLUORESCENT FIXTURE B CAPRI CM6F226-H65 CFQ26Q 2 120 CEILING ROUND RECESSED - FLUORESCENT �,® SAME AS ABOVE, EXCEPT WITH BATTERY PACK. &14 104 c EB CAPRI CM6F226-H65E CFQ26Q 2 120 CEILING ROUND RECESSED - FLOUR. EMERGENCY O,CH PL FLUORESCENT OR INCANDESCENT LIGHTING FIXTURE - SURFACE x ---- ��."- --�- OR WALL MOUNTED. C CAPRI A30OV66 75W PAR30 FLOOD 1 120 CEILING ROUND RECESSED -- INCAND. D KIRLIN RS91 163-45 26W 2 120 CEILING SQUARE RECESSED FLOUR. LENSED 0,� SAME AS ABOVE, EXCEPT WITH BATTERY PACK. a O ED KIRLIN RS91163-45-73-EM 26W 2 120 CEILING SQUARE RECESSED FLUOR. LENSED EMERGENCY V _ E MCPHILBEN ER45VL-1-W-RC LED - 120 CEILING EXIT SIGN - EDGE-LIT C� GROUND MOUNTED FLOOD LIGHT, EE MCPHILBEN ER60L1-W-R LED - 120 CEILING EXIT SIGN - WET LOCATION (,� EXIT LIGHT - PROVIDE ARROWS AS INDICATED, SHADING DENOTES FACE F SHAPERLIGHTING 633-AR-CF2/26-120SS6 26W 2 120 10'-0" EXTERIOR - WET LOCATION - SEE NOTE 1 ORIENTATION. DO NOT SWITCH. ------- • • - EF SHAPERLIGHTING 633-AR-CF2/26-1 20SSB-EM 26W 2 120 10'-0" EXTERIOR WET LOCATION - EMERG. - SEE NOTE 1 � POLE MOUNTED LIGHTING FIXTURE. OHU _ G CAPRI CR1 SH 161 CP 40W 1 120 10' 0" SHOWER LIGHT - _ � TOGGLE SWITCH - SINGLE POLE - QUIET TYPE 20 AMP 120/277 VOLT • } _ - - ` =- -_= _== � ! - ' H DAY-BRITE SL28-120 8W 2 120 CABINET 24" UNDER CABINET LIGHT HUBBELL NO. HBL12211 WITH NO, P 1 COVERPLATE - 46" MOUNTING HEIGHT U.N.O. 1■■� - - -- - ` K BRONZELITE TLC6100 10OW PAR30 INC 1 120 GROUND FLOODLIGHT M DAY-BRITE SWB232A-120-1/2EB F32 T8 4100K 2 120 8 -0 WALL FLOURESCENT FIXTURES - THREE-WAY QUIET TYPE, 20 AMP, 120/277 VOLT, �M TOGGLE SWITCH HUBBELL NO. HBL12231 WITH NO. P1 COVERPLATE 46 MOUNTING HEIGHT, U.N.O. m EM DAY-BRITE SWB232A-120-1/2EB-EM F32 T8 4100K 2 120 8'-0" WALL FLOURESCENT FIXTURE EMERGENCY - -- �" P GARDCO MP17-1 Q-175MH-120-BLA 175W MH 1 120 16'-0" POLE LIGHT FIXTURE TOGGLE SWITCH - TWO POLE - QUIET TYPE 20 AMP 120/277 VOLT HUBBELL N 2 NO. HBL12221 WITH N0, P1 COVERPLATE 46 MOUNTING HEIGHT, U.N.O. M•1 /'� _ -�" � � �� ---f--�! ` LIGHTING FIXTURE SCHEDULE NOTES: � P _ P , [� O f _ / -m-2PA-37 1. COLORS TO BE SELECTED BY ARCHITECT. DIMMER SWITCH - LUTRON "NOVA" SERIES, 1500 WATTS. 46 INCH MOUNTING �y W � HEIGHT, U.N.O. � V -: GENERAL NOTES: \ F FAN SPEED CONTROLLER - FLUSH WALL MOUNTED - 46 INCH MOUNTING HEIGHT' w O ' --- --- - - _ 1. ENTIRE (ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION U.N.O. h OF THE NATIONAL ELECTRICAL CODE (NEC) AND ANY OTHER STATE OR LOCAL ORDINANCE �■/ �"� REQUIRED BY THE AUTHORITY HAVING JURISDICTION. DUPLEX RECEPTACLE - 20 AMP, 120 VOLT, 3 WIRE GROUNDING, HUBBELL NO. 53521 WITH NO. P8 COVERPLATE, 18 INCH MOUNTING HEIGHT, U.N.O. a LIVE OAK 2. REFER TO MECHANICAL EQUIPMENT SCHEDULES AND SPECIFICATIONS FOR EQUIPMENT + K" , D•+K _ ; ' THAT IS PROVIDED WITH DISCONNECT SWITCHES, STARTERS OR VFD'S. WHERE INDICATED + DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER 20 AMP 12', VO , -- ON THE DRAWINGS AND NOT PROVIDED WITH THE EQUIPMENT THEY SHALL BE PROVIDED 3 WIRE GROUNDING. HUBBELL NO, GF53521A WITH N0, HPS11 COVERPLATE ( ` K �+ 1__.-____--- BY THE ELECTRICAL CONTRACTOR. MAINTAIN MINIMUM WORKING SPACE IN FRONT OF 2SETS;---�4)_ # Q_5�.._2 2"C. SUCH DEVICES PER NEC. COORDINATE WITH MECHANICAL CONTRACTOR, C MOUNTING NEIGH U N 0 EXTERIOR LOCATIONS SHALL BE MOUNTED 46 INH MOU T OU T _ - --_ - _�_-_ -_ -_- ----- - _ ---- --- _--------------- --------- ---- ---------_- AT 18 A.F.F. - - - r- SECURITY FIRE ALARM AND COMMUNICATION Z = - --- - =� 3. EXACT LOCATION OF POWER OUTLETS, FLOOR BOXES, , ONE WZY- � DEVICES MAY VARY 5' IN ANY DIRECTION, COORDINATE WITH OWNER AND ARCHITECT DATA/TELEPHONE OUTLET _ 4 INCH SQUARE JUNCTION BOX WITH 1-GANG EXTENSION �i - \ t�' p A RING (3) RJ-45 JACKS 18 INCH MOUNTING HEIGHT, U.N.O. PROVIDE 3/4" LEPHONE BOX / / \ i ->>G FOR EXACT LOCATION AND MOUNTING HEIGHT OF THESE DEVICES. �\ CONDUIT WITH DATA CABLES TO TEL. BOARD. 4. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL CEILING MOUNTED J JUNCTION BOX, SIZE PER NEC. V �`"`� `,-_ -�" ��- - _ - - . -_------------------------------------------------------ �� �� � -- LIGHTING FIXTURES AND DEVICES. 0 t CABLE TV BOX � ,,� 5. ALL WALL COVERPLATES FOR SWITCHES AND RECEPTACLES SHALL BE PLASTIC AND PROVIDED Q EQUIPMENT CONNECTION PER NEC, BY THE ELECTRICAL CONTRACTOR. COLOR SHALL BE IVORY IN OFFICES AND CORRIDORS. H ----- - COORDINATE WITH OWNER AND ARCHITECT FOR PARTICULAR AREAS TO MATCH WALL FINISH. a f METER CENTER 9 11 LIGHTING AND/OR POWER PANELBOARD. 6. PROVIDE ALL LIGHTING FIXTURES AS SHOWN ON PLANS AND AS SPECIFIED IN THE FIXTURE -- ,, SCHEDULE. THE FIXTURES OF OTHER MANUFACTURERS WILL BE ACCEPTABLE IF OF WIRING IN CONDUIT, RUN CONCEALED IN SLAB OR UNDERGROUND. SIMILAR DESIGN AND CHARACTERISTICS, SUBJECT TO SHOP DRAWING APPROVAL. WIRING IN CONDUIT, RUN CONCEALED ABOVE CEILING OR IN WALLS. ' 7. ALL PRIIMARY CONDUCTORS FROM UTILITY POWER SOURCE SHALL BE BY POWER CO. ~ CONTRACTOR TO INSTALL CONDUITS PER POWER CO.'S DIRECTIONS. COORDINATE HOMERUN TO PANELBOARD - NUMBER OF ARROWS DENOTES QUANTITY OF ' a P FROF05ED LOCATION AND SIZE OF SERVICE WITH POWER CO. AND OWNER, 111 CIRCUITS. CROSSMARKS INDICATE QUANTITY OF NO. 12 CONDUCTORS. RUNS __. 2 z5TOF�- �� 1 VOID OF CROSSMARKS ARE 1/2 INCH CONDUIT, 3 NO. 12, U.N.O. DO NOT 8. ALL F-iRIE ALARM WIRING SHALL BE INSTALLED IN MINIMUM 1/2 CONDUIT, U.N.O. COMBINE HOMERUNS EXCEPT AS SPECIFICALLY INDICATED ON THE PLAN. \' 3"E C BLE TV 9. TELEPHONE SERVICE CONDUITS BY BELLSOUTH AND SECONDARY SERVICE CONDUITS FROM pa UTILITY ('OWER COMPANY SERVICE BOX TO BUILDING MAIN CIRCUIT BREAKER SHALL BE RG-6 COAXIAL TV CABLE HOMERUN TO TV-BOX. CONCEAL IN WALL AND a Aj RUN AT' 24" BELOW GRADE MINIMUM. A PLASTIC "WARNING" MARKING TAPE SHALL BE CEILING SPACE. SUPPORT AT INTERVALS NOT TO EXCEED 30 INSTALLED 12 ABOVE THESE CONDUITS. 3D " r , �� l CATEGORY 5e DATA TEL CABLES IN 3/4" CONDUIT. 3D INDICATES 3 CATEGORY y X41 \ , ,o D-�}-- 5e CABLES 'ID' IN INDICATES 1 CATEGORY 5e CABLE. CONCEAL CONDUIT IN Q �� v�p WALL AND CEILING SPACE, - - - - - - -- ____ ---- _-- __ ---- SE ICE BOX G ,�N� FIRE ALARM LEGEND 6Dx s, a � -39,41 ,-, C YINATE Fv000 D CATEGORY 5e DATA/TEL CABLES IN 3 4" CONDUIT TO IDF, 6D INDICATES �„i� ON WIT 1 W ,.__; _- --___ JE,q i/ �H CEILING MOUNTED HEAT DETECTOR. 6 CATEGORY 5e CABLES. CONCEAL C�NDUIT IN WALL AND CEILING SPACE• Cti -_-------- SIGN ---------- -� � � F.A,C,P, DENOTES FIRE ALARM CONTROL PANEL. DENOTES WEATHERPROOF WHILE-IN-USE, MOUNT RECEPTACLES VERTIICALLY AND N �1 �� _ SEMI-FLUSH MOUNTED MANUAL FIRE ALARM PULL STATION, 46" MOUNTING HEIGHT. WP PROVIDE TAYMAC 71202 COVERPLATE, FOR SWITCHES PROVIDE TAYMAC 40110 COVERPLATE. Q -----OHO--'--------OHO---'r.'` / � "� OHU------OHU---- -- H OHU OHU OHV OHU O _____._--------------___.____-_.______,---------------------------_-_- ---_____._.-- - � -._-- -----_-__---- _____ .� _-- U.N.O. UNLESS NOTED OTHERWISE. SEMI-FLUSH MOUNTED FIRE ALARM AUDIO/VISUAL WARNING DEVICE, 80 MOUNTING �7 -- - ------ - -- ~� - - - -- - APPROXIMATE LOCATION H HEIGHT FROM FLOOR TO BOTTOM OF DEVICE. A.F.F. ABOVE FINISHED FLOOR. - -- �,, -- ,, ; ,� _� --`\, ------- ----__-___-------- OF POWER POLE A N l 1 �� 1, �_ �_ F -- DUCT MOUNTED SMOKE DETECTOR, MOUNTED IN A/C DUCT. SEE MECHANICAL NL NIGHT LIGFT, DO NOT SWITCH. o- DRAWING FOR MOUNTING LOCATION AND QUANTITY. M■4 C 360 DISCONNECT SWITCH, "3 60/40" DENOTES 3 POLE, 60 AMPS, 40 AMP'S RL DUCT MOUNTED SMOKE DETECTOR REMOTE INDICATOR WITH RESET/TEST CAPABILITY, � FUSES. FLUSH MOUNTED IN CEILING. LABEL COVERPLATE TO INDICATE RESPECTIVE A/C UNIT, CABLE TV OUTLET. 4 INCH SQUARE JUNCTION BOX WITH 1-GANG EXTENTION SU CEILING MOUNTED SMOKE DETECTOR, Q RING, COAXIAL CABLE CONNECTOR AND IVORY COVERPLATE, 18 INCH MOUNTING HEIGHT.U.N.O. SITE PLAN - ELECTRICAL Q ,AIR CONDITIONING/HEAT PUMP SHUT-DOWN RELAY, SCALE; 1"=20'-0" 'SEMI-FLUSH FIRE ALARM VISUAL WARNING DEVICE, WALL MOUNTED. 80" MOUNTING PENDANT MOUNTED PADDLE FAN COMPLETE WITH PENDANT & CEILING MOUNTED (HEIGHT FROM FLOOR TO BOTTOM OF DEVICE. CANOPY, 8'-0" MOUNTING HEIGHT, SELECTED BY OWNER, PANEL 'l PA' PANEL '2PA' PANEL '2PB' SURFACE MTD. CIRCUIT BREAKER TYPE 120/208 VOLTS 3 PHASE 4 WIRE SURFACE MTD. CIRCUIT BREAKER TYPE 120/208 VOLTS 3 PHASE 4 WIRE SURFACE MTD. CIRCUIT BREAKER TYPE 120/208 VOLTS 3 PHASE 4 WIRE a SIEMENS TYPE F1 200 AMP MAIN CIRCUIT BREAKER SIEMENS TYPE P1 300 AMP' MAIN CIRCUIT BREAKER WITH FEED-THRU LUGS SIEMENS TYPE P1 400 AMP MAIN LUGS ONLY Z R CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CKT DESIGNATION CIRCUIT BREAKER KVA KVA BREAKER CIRCUIT DESIGNATION CKT CKT DESIGNATION CIRCUIT BREAKER KVA KVA BREAKER CIRCUIT DESIGNATION CKT CKT DESIGNATION CIRCUIT BREAKER KVA KVA BREAKER CIRCUIT DESIGNATION CKT 0 NO. NO. NO. NO. N0, NO. WIRE GND COND POLE TRIP TRIP POLE COND GND WIRE WIRE GND COND POLE TRIP TRIP POLE COND GND WIRE WIRE GND COND POLE TRIP TRIP POLE COND GND WIRE I A 1 REC. LOBBY/HALLWAY 12 12 1/2 1 20 0.5 1.2 20 1 1/2 12 12 REC. ELEV, EQUIP./E.W•C, 2 1 REC, OFFICE/GALLERY 12 12 1/2 1 20 1.2 1.8 20 1 1/2 12 12 REC, MR. TY PETWAY 2 1 2 1 REC, MR. TOM PETWAY 4 3 ELEVATOR 2 8 1 1 2 - W 3 REC TOILETS 12 12 1/2 1 20 1.0 0.2 20 1 1/2 12 12 RSC. STAIRS 4 3 REC. OFFICE 12 1 20 1,4 1.6 20 1 2 / 3 100 16.6 22.0 70 3 1 1/4 8 4 RTU 1 4 � 1 2 1 12 REC. CONFERENCE 6 5 5 RSC. TOILETS 12 1 20 1,0 0.4 20 1 1/2 12 12 REC. MECH./TEL./ELEV. EQUIP, 6 5 RSC. PORCH 12 12 1/2 1 20 1.0 1.0 20 1 / 2 6 Z 0.4 20 1 12 REC. MECH./TEL./ELEV. EQUIP. 8 7 REC, KITCHENETTE 12 12 1/2 1 20 0.2 0.6 20 1 12 REC. CONFERENCE 8 7 ELEVATOR CONTROLS/LTG. 12 12 1/2 1 20 1.0 8 ~ of O g HU-1 1 8 1 1/4 3 80 22.0 4.5 30 2 3/4 12 10 WATER HEATER #1 10 9 REC. KITCHENETTE 12 12 1/2 1 20 0,6 0,8 20 1 1/2 12 12 REC. SECRETARIES 10 9 REC. ROOF 12 12 1/2 1 20 0.5 22.0 70 3 1 1/4 8 4 RTU-2 10 a ;14 x � 11 12 11 2 REC, EXERCISE 12 1 20 1.0 0.8 20 1 12 REC, SECRETARIES 12 11 SPARE 1 20 0.5 12 0 O 13 F.A.C.P. 12 12 1/2 1 20 1.0 0.5 20 1 SPARE 14 13 REC, EXERCISE 12 12 3/4 1 20 1.0 1.0 20 1 1/2 12 12 REC. TOILETS 14 13 SPARE 1 20 0.5 1.0 20 1 1/2 12 12 ELEVATOR PIT 14 V 15 LTG. 1 ST FLOOR 12 12 1/2 1 20 1.3 0,5 20 1 SPARE 16 15 REC. EXERCISE/HALLWAY 12 1 20 1.0 1,0 20 1 12 REC. TOILETS 16 15 SPACE 1.0 20 1 1/2 12 12 SUMP PUMP 16 17 SPACE 18 17 WATER HEATER #2 10 12 3/4 2 30 4.5 1.4 20 1 1/2 12 12 REC, MECHANICAL/E.W.C. 18 17 SPACE SPACE 18 414 pq � w 19 ICU-1 6 10 1 3 50 12.8 SPACE 20 19 0.6 20 1 1/2 12 12 LTG. PORCH 20 * 19 SPACE SPACE 20 10 0 21 SPACE 22 * 21 LTG. EXTERIOR 10 10 3/4 1 20 1.3 0.8 20 1 1/2 12 12 LTG. OFFICE 22 21 SPACE SPACE 22 E■1 PQ 23 SPACE SPACE 24 23 LTG. MR, TY PETWAY 12 � 12 1/2 1 20 0.8 1.0 20 1 12 LTG. OFFICE 24 23 SPACE SPACE 124 a W 04 25 SPACE SPACE 26 25 LTG, MR. TOM PETWAY 12 1 20 0.8 0.8 20 1 1/2 12 12 LTG. EXERCISE 26 25 SPACE SPACE 26 27 SPACE SPACE 28 27 LTG. CONFERENCE 12 12 1/2 1 20 0.9 1.6 20 1 1/2 12 12 LTG. REST.RM./HALLWAY/MECH 28 27 SPACE SPACE 28 REC. DATA RACK IDF2 30 29 SPACE 29 SPACE SPACE 30 29 LTG. OFFICE 12 � 12 1/2 1 20 1.0 0,5 20 1 1/2 12 12 SPACE 30 EN4 C 31 SPACE SPACE 32 31 LTG. SECRETARIES/KITCH. 12 1 20 0.8 0.5 20 1 SPARE 32 31 SPACE SPACE 32 33 SPACE SPACE 34 33 REC. IRRIGATION CONTROL 12 12 1/2 1 20 0.5 0,5 20 1 SPARE 34 33 SPACE SPACE 34 35 SPACE SPACE 36 35 REC, ICE MAKER 12 12 1/2 1 20 1.0 0.5 20 1 1/2 12 12 LTG. 1 ST, FL, LOBBY 36 35 SPACE SPACE 36 37 SPACE 138 * 37 LTG. PARKING LOT 10 10 3/4 1 20 0.6 38 37 SPACE SPACE 38 39 SPACE - 40 3 3/4 10 8 SURGE PROTECTOR 40 * 39 LTG. PARKING LOT 10 10 3/4 1 20 0,2 - 40 3 3/4 10 8 SURGE PROTECTOR 40 39 SPACE SPACE 40 41 SPACE 42 * 41 LTG. SIGN 10 1 20 0.5 42 41 SPACE SPACE 42 I TOTAL KVA 47.3 10,000 AMP. RMS, SYMMETRICAL SHORT CIRCUIT CURRENT RATING TOTAL KVA 37.1 10,000 AMP. RMS, SYMMETRICAL SHORT CIRCUIT CURRENT RATING TOTAL KVA 65.1 10,000 AMP. RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING '"11?-HAM * VIA LIGHTING CONTACTOR W1��Q� X75 &Jay, c Y DOWN TO$3 �A fill STAI P C C c C c -------- > --- --- -- M B B 4E EF C c �o DOWN (Eli F _'E M U] j qj I i 2 PA-11,13,15 ------------- E"4 2PB-10 t 04 cl Ao-MB mill EB B C C 1114 NIH 2PB-9 D ---- ------- c c PA-19 - - 1`111-ILM TV---*--TV BOARD T__Tv--pTV BOARD RTU- CD c c c2PA C c 2PB- a 48#rr 2PA-6,8 P 0 B B ` == I W 3LO I'D 1k L_ -N rF A-10,12 _Tjo CU-1 o C011FEK W0I`\v1E ff - 2 _____________ - a][P- WIP I\`1 F["I F- _77 All_L 'r,J E,\,\,C E R ISE 6D _�M- 3 FR L E 9 -BOARD CIS FIR EB 2P k EXER_' E C EE ❑ C c c c C 40,1 DF2 ❑ 101------------- :j:�-_ T77, I v -*--TV BOARD ------- ------ _v, One% 2PA 35 ELP ' "X - - -27 �A C F C C 2PA A LIJ EDfill r% (.01',JFERENCE F2 Ld H F C"i El P I i- NEIL\ w! 77 V' fA2PA-30 6 c c -------- ,% A c E, B PANEL-,'_ 2PA 3D 36 6"1 If IE ru-1 '2PB j C r C EB B [11 L-------- DF ------- MOUNT TV B Ku WP 94 E EB 2PA-26 B r B B BEHDEB EB 21PA-17 W.C. (J3 A L L E RY E ��II( 2PA-22,24 I -� f t3ALLEF)" TV BOARD--*--TV. C C c 2PB-4 co \C /1� D C c C c c c �2_ 2 PA- 3,2 IDF2 D-r IDF2 P 0 R C H r1r .3 C r C c C c c 2PA-1, 2PA-2,4 L—hwp O P 0 C,1 71 D RL S T T 6 TV BOARD --so-TV BOARD RL (JFFICE 0 F F I(--'E [�/!R. TY PETW'Y MR. T(Al PET'VAY IDF2 RTU-I • C. C c C C C C C C C C C OFFICE OFFICE MR. Ty P ETWAY IED I'\,1R. TOM PETWAY Eli 2PA-20 POPCH --- WP WP ED D D D D ........................................... PO R\C H f_ly � ❑ 2PA-5 _3 E-11 =FE] 13 SECOND FLOOR PLAN LIGHTING ELEVATOR NOTES: SCALE: 1/81S 1._00 SECOND FLOOR PLAN POWERA03YSTEMS PARTIAL ROOF PLANS POWERASYSTEIVIS 1 PROVIDE FLASHING *DO NOT USE ELEVATOR LIGHT AT EACH ELEVATOR LOBBY. SCALE: 1,/8 0 1 1-on SCALE: 1/8" V-0" LIGHT SHALL BE CONTROLLED ONLY BY ELEVATOR MACHINE ROOM SMOKE DETECTOR. 2. ELEVATOR EQUIPMENT ROOM AND LOBBY SMOKE DETECTOR SHALL INITIATE RECALL, 3, PROVIDE 1 POLE, 30 AMP, 15 AMP-FUSES DISCONNECT SWITCH FOR ELEVATOR CONTROLS AND LIGHTING. COORDINATE MOUNTING LOCATION WITH EQUIPMENT SUPPLIER AND ARCHITECT. Z 4. PROVIDE 3 POLE. 100 AMP FUSED DISCONNECT SWITCH. PROVIDE FUSES PER MANUFACTURER'S RECOMMENDATIONS, COORDINATE MOUNTING LOCATION WITH EQUIPMENT SUPPLIER AND ARCHITECT. 5, PROVIDE 100 WATT INCANDESCENT LIGHT FIXTURE, RECEPTACLE, LIGHT FIXTURE AND SWITCH SHALL BE VAPORTIGHT, RECEPTACLE SHALL BE MOUNTED WITHIN 32 OF EMT CONDUIT EMT CONDUIT ELEVATOR SHAFT ENTRANCE. MASONRY/STUD WALL- TYPICAL SURFACE MOUNTED PANEL TELEPHONE BOX OR BOX 2PA-21 PANEL '1 PA' METER IRRIGATION z CONTROL ENTER p f -10 1 P/A TYPICAL FLUSH PANEL F F F gyp OR BOX -TAIR 5-T-A I R A.0 S 1PA15� B (OB p �4 UP �,A F C H. 2PA- 13 PAINT EXPOSED CONDUIT (D TE(I is\ I TO MATCH WALL HC A PA-9 60 IGID STEEL CONDUIT UP- 1 PA-4 WOMEN\----- BOARD B E8 B TEL. _uo R VV 0 M E AH 1 UP -7 ._,\------- 2PB B EB (?B 'PA 2PB_ W E N -0 F_1_11 , 310 c 0- I- j; E Ivl E�,J NL A F-I I P. - 1 -2 ++0-0-1 PA-3,5 COPLING-111,� 0 11\ S 1-0 R \-FLOOR SLAB 16-4- F 1 SCHEDULE 40 EB B B 1 1 IPA-1 PVC CONDUIT HC ADF21 -MOUNT IGID GALVANIZED EV, BEHIND L E.W.C. STEEL ELBOW 'Ll L!�.- - E L E VW W, lil-ILIQ J,-=�Lol D EB Rmp (9) 0 1 z fill UMP �SEE ELEVATOR gill E E D NOTES EMT CONDUIT MASONRY/STUD WALL D B B F -IEFF TYPICAL SURFACE MOUNTED L 0[3 3Y L'OBBY ❑El CAST THREADED HUB 0 El DEVICE'BOX N T'i�',�L RENTAL PICAL FLUSH OUTLET WITH EXTENSION RING PAINT EXPOSED CONDUIT ;04 0 �_F E FIRE ALARM 0 F F I C E TO MATCH WALL F I'- REMOTE GAP BETWEEN BOX AND OPENING 494 F ( ANNUNCIATOR NOT TO EXCEED 118n IGID STEEL CONDUIT &4 COUPLING LOOR SLAB (TYPICAL) SCHEDULE 40 PVC CONDUIT IGID GALVANIZED STEEL ELBOW T —=-:f f F IF F F %1F F ROUGH—IN DETAILS FIRST FLOOR PLAN LIGHTING FIRST FLOOR PLAN POWER/SYSTEMS NOT TO SCALE SCALE: 1/8" V-0" SCALE: 1/8" = 1*-0" �4 IV4,111Z M#PPAD !TI — C �o I *IF B EB E1r----- "7"77 ----- �__ - a - pe S110 X75 r7ia C V PHOTOCELL MOUNT ON ROOF I FACING NORTH TO FIRE ALARM DEVICES P PHOTOCELLORDT COORDINATE WITH MOUNT ON ROOF TERMINATE AT ROOF FACING NORTH FOR SATELLITE DISH AR RG-6 CABLE 2"C. TIME CLOCK PANEL '2PA' WIRES IN CONDUIT �■y TV TORK DG-100 BOARD WITH BACK-UP N 20 21 37 39 41 G TO TELEPHONE BOARD W T POWER FOR A I I ►� MINIMUM OF 3/4 C. EMM4 4-HOURS. TYPICAL ce TV OUTLET x PANEL '2�P8' PANEL '2�PA #6 G.G., 1/2#PC, = I F I FIRE 15A FUSE ALARM C 8 POLE CONTACTOR PANEL Nr~ VO NEMA-1 BOX - �- PANEL EMOTE ANNUNCIATOR N LOBBYV� CONTACTOR 'Cl I I • 8 POLE, 20A,, 120V. SP T TIME CLOCK RG-6 CABLE PHOTOCELL-ON AND 120 VAC • p TV TV BOX CLOCK-OFF H-O-A I OFF I BOARD NElMA-3R SWITCH IN NEMA-1 0 SURGE PROTECTOR (TYP.) T ENCLOSURE I / C H 2ND FLOOR A I a -�--UTILITY TYPICAL O �p POWER TV OUTLET �1 POLE dl ►, #6 G.G., 3/4"C. TO FIRE ALARM RISER DIAGRAM ONO#6 G.G., 1/2 C. = MAIN ELECTRICAL P GROUNDING SYSTEM NOT TO SCALE �i N TO LIGHTS (� ^ 04 we EXTERIOR LIGHTING CONTROL DETAIL a � 120/208V PANEL 'l PA' O V1 V 4-34 G.G. 3"C. 3 POLE 30 3 POLE 1 1/4"C. NOT TO SCALE C # 300A �3"C. TO PROPERTY LINE KWHM 400 AMP KWHM 200A AS DIRECTED BY COMCAST C C.B, 3 POLE C.B, � cc NEMA-3R M.C.B. NEMA-3 NEMA-3R G 65,000 A.I.C. 6 CATEGORY 5e CABLES TV RISER DIAGRAM CATEGORY 5e CABLES IN 3/4" CONDUIT SP NOT TO SCALE I 3/4 CONDUIT or —____j L____F e— v RIGID RIGID RIGID SERVICE BOX CONDUIT CONDUIT CONDUIT SEE DETAIL #2, 3/40C. BELOW 1ST FLOOR TEL BOARD A E71= IDF2 TO CONCRETE FOUNDATION ROOM NUMBER OUTLET NUMBER TYPICAL DATA/TEL V REINFORCING��BAR, 20' MIN. 2„#3/0, #6 G.G. 2 SETS OF C MYLAR OR VINYL LABEL OUTLET INSTALLATION BUSBAR LENGTH, 1/2 MIN DIAM. 4 #3/0 CABLES IN 2 1/2” C. H 3/4"x16' COPPER CLAD GROUND ROD 2- .► TO ELECTRICAL MAIN C� NOTES �s'—o" o GROUNDING SYSTEM 1. ELECTRICAL CONTRACTOR SHALL CONTACT THE UTILITY COMPANY (JEA) FOR ALL THEIR SERVICE DATA JACK T568-B #4G.G,, 1/2"C, 2ND FLOOR H REQUIREMENT, PRIOR TO BIDDING. IF THE POWER COMPANY'S REQUIREMENT ARE DIFFERENT 8 PIN MODULAR JACK RJ-45 FROM WHAT IS INDICATED ON THESE PLANS, THE COST OF THIS MODIFICATION SHALL BE JACK DESIGNATION A CATEGORY 5E, IVORY 6 CATEGORY 5e CABLES � INCLUDED IN THE BID PRICE. CONTRACTOR SHALL PAY ALL POWER COMPANY CHARGES TO MYLAR OR VINYL LABEL o HUBBELL #HD58A2 3 CA E�ORY 5e CABLES IN 3/4 CONDUIT a ACQUIRE 208 VOLT ELECTRICAL SERVICE. COORDINATE LOCATION OF UTILITY SERVICE BOX IN 3J4 coNoulT u AND METER CENTER WITH JEA AND OWNER. V � 2. PROVIDE GROUNDING PER NEC 250 AND LOCAL CODES. r� .► p� a B O POWER RISER DIAGRAM C== IVORY SINGLE GANG COVERPLATE VOICE JACK T568-9 NOT TO SCALE HUBBELL #FPL13E 8 PIN MODULAR JACK RJ-45 TELEPHONE BOX Q CATEGORY 5E, BLUE TEL BOARD HD58A8 IDF1 SEE DETAIL HUBBELL # TYPICAL DATA/TEL THIS SHEET OUTLET INSTALLATION BUSBAR Lj 00 a z OFFICE COMMUNICATION CUTLET DETAIL- TO ELECTRICAL MAIN JEA POLE NOT TO SCALE GROUNDING SYSTEM #4G,G.8 1/2"C. Q R/WTO MAIN ELECTRICAL [y A CUSTOMERS POINT #4G.G., 1/2"C, GROUNDING SYSTEM 1 ST FLOOR Q OF SERVICE Q Q ;y EE NOTES L .- .-. S '4 9O P/L CONDUITS TO 2►►C, --� Z � 1 CUSTOMER'S SERVICE (2) 3" CONDUITS TO PROPERTY LINE DATA/TEL RISER DIAGRAM BELLDSO THD BY 4 COPPER GREEN GROUNDING CONDUCTOR NOT TO SCALE SOH. 40 PVC CONDUITS WITH CHAMFERED D CABLES EDGE REQUIRED AND 90' ELBOWS. SUPPLIED TO MAIN PANEL GROUND BUSBAR. .0 IDF AND INSTALLED BY CUSTOMER'S ELECTRICIAN, SERVICE BOX INSTALLED BY CUSTOMER TO DATA OUTLETS CONDUINSP BOX STOCK 48" x 181" DEEP HINGED WALL RACK I T # HUBBELL #HPWWMR48. NOTE' 2 150A PS001 TO TV OUTLETS 3" 200A SE001 -7 A JUNCTION BOX IS RECOMMENDED WHEN UNIT CONDUIT EXTENDS FROM THE BUILDING 3" 350A SE001 ' / / TENANTS, OR WHEN THE LAST UNIT CONDUIT PATH IS OFFSET REQUIRING MORE THAN TWO 2 800A MANHO-007 IN TA L 0 E'k FURN SHEq TEL HO E ABI ET 2 90 SWEEPS, THE UNIT CONDUIT PER TENANT UNIT SHOULD TERMINATE WITHIN THE 3 �4:� 4 1400A MANHO-005 TE MI E ALES. ST ND 0 ERA E AN SET ( } �, BOX. ONE (1) 2 CONDUIT IS REQUIRED FOR SERVICE WIRE ACCESS FROM JUNCTION BOX PLAN 'VIEW ' 25 PAIR ATE 5 CAB E wM WI E M AGEMENT '2U' (TYPICAL) TO THE OUTSIDE BUILDING PEDESTAL. ALL CONDUIT JOINTS ARE TO BE GLUED TO REPEL H 8 L # 219CE3N WATER INTRUSION. THE FRONT COVER OF THE JUNCTION BOX SHOULD BE NEMA 3R WITH w v v8 ®g REMOVABLE OR HINGED FOR EASY ACCESS, a R/W 8 8 JEA POLE N ( � WM 2 PAI TER INAL BL C� M.C.B. CONDUIT TO EXTEND ABOVE GROUND AND 8®®® S BELLSOUTH BUILDING BE IN DIRECT CONTACT WITH JEA POLE. g 8 PEDESTAL/TERMINAL END TO BE PLUGGED. II a -- - RG- CBE • Q APPROXIMATLY 4" II BOX TO SET FLUSH �'\ wM 8 P T P TCH PANEL " " ABOVE FINAL GRADE WITH FINAL GRADE, \ \\ J-45 CON ECTORS, CATEGORY 5E, 4 24 N s 8 \ 68- . H BBELL MCC5806110A19E W - - - - - - - - - -- - - - ITH R R CABLE MANAGEMENT BAR ~ I= I ►12" I==!! 11-=I I_=11 I--=1111.=1 I I 11-1 11=1 11=1 I I= 11= I I_=1 I L-;I414 H BREL # ccswel9 Z � � � 1 I--III--III- i i I--I � I-f-� -=��I-� �,_� ��-I I �-III--III-) � 25 AI EMI AL O K -�—JUNCTION BOX WIT S R E P OTEC O S wM EXTERNAL POWER 4 NEMA 3R 3 FEET MINIMUM OF EXCESS ---- FOR 1 T LP ONE I ES GROUND BAR (SEE NOTE) a di it WARNING TAPE SERVICE ENTRANCE CONDUCTORS --- I N M IN SERVICE BOX, ,, , 244 6 G. C BLE / / ' v SPACE �-GROUND �► O Q O CONDUCTOR 2 E.C. 24 V s X90' ELBOW ;� �' , \ SPACE 4+ (24 RADIUS MIN.) 0 D NG SBR � � \ UBS (SWI CHES) TO BE PROVIDED FINISHED FLOOR � w HUB/SWITCH Y 0 NER, INSTALLED AND 6 G. . CBL / � � � � CONN TED BY CONTRACTOR I/ TAP \\, HUB/SWITCH �� O PROFILE VIEW o 0 2 E.C. ACCESS � pppppppppp POWER STR P 10 OUTLETS FROM EACH TENANT [�! NOTES' OR UBBEL SURGE# CC SS 910N. (SEE NOTE) W V V 1. THE CONTRACTOR SHALL SELECT A CLEAR SIDE OF THE JEA POLE FOR JEA TO INSTALL THE ~ D U L DUPLEX \� �-- SECONDARY RISER. CLEAR FROM PHONE OR COMMUNICATION CABLES, OR ANY OTHER \ BELLSOUTH BURIED EQUIPMENT, FROM FINISHED GRADE TO OVERHEAD FACILITIES, CONTACT JEA SERVICE ENGINEER IF \ `� �,� �. DISTRIBUTION CABLE LOCATION REQUIRED. TO TE E HON BOT TV BO �., \`�. � SOH. 40 PVC TO X � 2. THE SERVICE BOX SHALL BE INSTALLED ON CUSTOMER/PRIVATE PROPERTY AS CLOSE TO THE GROUND ROD PROPERTY LINE N AND R W LINE AS PRACTICAL MINIMUM 4 FROM JEA SERVICE POLE AND 44 PROPERTY LINE / ( ) CLEAR OF OBSTRUCTION. - - ---L---�- -- - --� v -- - - #6 AWG INSULATED SOLID COPPER GROUND WIRE CONDUCTOR FROM BELLSOUTH �3 4" THICK PLYWOOD PROTECTOR TO POWER GROUND CONDUCTOR. BELLSOUTH CRAFTSPERSON TO VERIFY 3. JEA WILL MAKE ALL CONNECTIONS TO THE CUSTOMERS SERVICE CONDUCTORS IN THE SERVICE PAINTED LIGHT GRAY, GROUND PATH CONTINUITY FROM BELLSOUTH PROTECTOR TO THE POWER GROUND BOX. SAID CONNECTIONS WILL BE POINT OF SERVICE. 8' HIGH x 4' WIDE. CONDUCTOR, W POWER GROUND SOURCE IS NOZ ANAILABLE CALL THE LOCAL B1GS 4. JEA WILL MAINTAIN THE SECONDARY RISER FROM OVERHEAD CONNECTIONS TO THE CONNECTIONS SPECIALIST FOR ADVICE. IN THE SERVICE BOX. TELECOMMUNICATIONS ROOM-IDF1 AND IDF2 NOT TO SCALE BELLSOUTH PEDESTALIJUNCTIONBOX CONFIGURATION NOT TO SCALE /V411 112 HA004-0 14116' 04 M5 ELECTRICAL SPECIFICATIONS SECTION 16050 PART 2 PRODUCTS C. INSTALL ELECTRICAL BOXES AS SHOWN ON THE SECTION 16510 PART 2 - PRODUCTS PART 3 - EXECUTION E.y DRAWINGS, AND AS REQUIRED FOR SPLICES, TAPS, WIRE BASIC ELECTRICAL MATERIALS AND METHODS 2.1 PRODUCT REQUIREMENTS PULLING, EQUIPMENT CONNECTIONS AND REGULATORY INTERIOR LUMINAIRES 2.1 MANUFACTURERS 3.1 EQUIPMENT INSTALLATION A. USE ONLY SPECIFIED RACEWAY IN THE FOLLOWING EQUIREMENTS. A. EDWARDS SYSTEMS TECHNOLOGY INC. W 1. USE CAST OUTLET BOX IN EXTERIOR LOCATIONS PART 1 GENERAL B. NOTIFIER; A GE-HONEYWELL COMPANY. A. HVAC: LOCATE DETECTORS NOT CLOSER THAN 3 FEET FROM PART 1 GENERAL LOCATIONS: 1. UNDERGROUND INSTALLATIONS:PVC SCHEDULE 40, EXPOSED TO WEATHER AND WET LOCATIONS, C. SIMPLEXGRINNELL LP; A TYCO INTERNATIONAL COMPANY. AIR-SUPPLY DIFFUSER OR RETURN-AIR OPENING, 1.1 SUBMITTALS RIGID GALVINIZED STEEL CONDUIT STUB-UP, 2. USE HINGED COVER ENCLOSURE FOR INTERIOR PULL 1.1 REGULATORY REQUIREMENTS B. DUCT SMOKE DETECTORS: COMPLY WITH NFPA 72 AND NEPA 2. EXPOSED OUTDOOR LOCATIONS: RIGID STEEL CONDUIT AND JUNCTION BOX LARGER THAN 12 INCHES IN 2.2 FACP 90A. INSTALL SAMPLING TUBES SO THEY EXTEND THE FULL M OR ELECTRICAL METALLIC TUBING. USE THREADED OR ANY DIMENSION. A. CONFORM TO REQUIREMENTS OF ANSI/NFPA 70. WIDTH OF THE DUCT. A. PRODUCT DATA: FOR REVIEW; PROVIDE CATALOG DATA RAINTIGHT FITTINGS. 3. LOCATE AND INSTALL ELECTRICAL BOXES TO ALLOW A. GENERAL DESCRIPTION: MODULAR, POWER-LIMITED DESIGN WITH C. HEAT DETECTORS IN ELEVATOR SHAFTS: COORDINATE FOR GROUNDING AND BONDING DEVICES. 3. CONCEALED DRY INTERIOR LOCATIONS: ELECTRICAL ACCESS. PROVIDE ACCESS PANELS IF REQUIRED. B. CONFORM TO REQUIREMENTS OF NFPA 101. ELECTRONIC MODULES, UL 864 LISTED, ADDRESSABLE CONTROL TEMPERATURE V 1.2 REGULATORY REQUIREMENTS METALLIC TUBING. 4. LOCATE AND INSTALL ELECTRICAL BOXES TO MAINTAIN CIRCUITS FOR OPERATION OF MECHANICAL EQUIPMENT. RATING AND LOCATION WITH SPRINKLER RATING AND LOCATION. 7, EXPOSED DRY INTERIOR LOCATIONS: RIGID STEEL HEADROOM AND TO PRESENT NEAT MECHANICAL C. FURNISH PRODUCTS LISTED AND CLASSIFIED BY UNDERWRITERS B. LIQUID CRYSTAL ALPHANUMERIC DISPLAY AND SYSTEM CONTROLS: D, FRCP: SURFACE MOUNT WITH TOPS OF CABINETS NOT CONDUIT OR ELECTRICAL METALLIC TUBING. APPEARANCE. LABORATORIES, INC. AS SUITABLE FOR PURPOSE SPECIFIED AND C. CIRCUITS: SIGNALING CIRCUITS SHALL COMPLY WITH NFPA-72. MORE THAN 72 INCHES ABOVE THE FINISHED FLOOR, A. CONFORM TO REQUIREMENTS OF NFPA 70. B. WIRE AND CABLE SHALL BE ENCASED IN RACEWAYS 5. INSTALL PULL BOXES AND JUNCTION BOXES ABOVE SHOWN, D. NOTIFICATION-APPLIANCE CIRCUIT: OPERATION SHALL SOUND IN A E. ANNUNCIATOR: INSTALL WITH TOP OF PANEL NOT MORE THAN B. FURNISH PRODUCTS LISTED BY UL OR OTHER TESTING SYSTEM, ACCESSIBLE CEILINGS OR IN UNFINISHED AREAS. TEMPORAL PATTERN, COMPLYING WITH ANSI S3.41, 72" ABOVE THE FINISHED FLOOR. A FIRM ACCEPTABLE TO AUTHORITY HAVING JURISDICTION, C. USE 10 AWG CONDUCTOR FOR 20 AMPERE, 120 VOLT 6. PROVIDE KNOCKOUT CLOSURES FOR UNUSED PART 2 PRODUCTS E. ELEVATOR CONTROLS: HEAT DETECTOR OPERATION SHUTS DOWN BRANCH CIRCUIT HOME RUNS LONGER THAN 75 FEET; OPENINGS. ELEVATOR POWER BY OPERATING A SHUNT TRIP IN A CIRCUIT BREAKER 3.2 WIRING INSTALLATION C. FLORIDA BUILDING CODE AND FOR 20 AMPERE, 277 VOLT BRANCH CIRCUIT HOME 7, ALIGN WALL-MOUNTED OUTLET BOXES FOR SWITCHES, 2.1 LUMINARIES FEEDING THE ELEVATOR, 000% O RUNS LONGER THAN 200 FEET, THERMOSTATS, AND SIMILAR DEVICES. F. ALARM SILENCING, TROUBLE, AND SUPERVISORY ALARM RESET: A, WIRING METHOD: INSTALL WIRING IN METAL RACEWAY, 8. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF A, FURNISH PRODUCTS AS SPECIFIED IN SCHEDULE ON DRAWINGS. MANUAL RESET AT THE FACP AFTER INITIATING DEVICES ARE RESTORED B. WIRING WITHIN ENCLOSURES: SEPARATE POWER-LIMITED AND PART 2 PRODUCTS 2.2 CONDUIT AND FITTINGS OUTLETS ABOVE COUNTERS AND BACKSPLASHES. TO NORMAL. NON-POWER-LIMITED CONDUCTORS AS RECOMMENDED 2.1 GROUNDING MATERIALS 9, USE RECESSED OUTLET BOXES IN FINISHED AREAS B. INSTALL BALLASTS, LAMPS, AND SPECIFIED ACCESSORIES AT G. TRANSMISSION TO REMOTE ALARM RECEIVING STATION: AUTOMATICALLY BY MANUFACTURER. INSTALL CONDUCTORS PARALLEL WITH O A. CONDUIT: AND WHERE INDICATED. FACTORY. TRANSMIT ALARM, TROUBLE, AND SUPERVISORY SIGNALS TO A REMOTE OR AT RIGHT ANGLES TO SIDES AND BACK OF THE ENCLOSURE, 04 d1 1. METAL CONDUIT AND TUBING: GALVANIZED STEEL, 10. SECURE BOXES TO INTERIOR WALL AND PARTITION ALARM STATION THROUGH A DIGITAL ALARM COMMUNICATOR BUNDLE, LACE, AND TRAIN CONDUCTORS TO TERMINAL POINTS WITH A, GROUND ROD: COPPER-CLAD STEEL ccELECTRICAL METALLIC TUBING. STUDS, ACCURATELY POSITIONING TO ALLOW FOR PART 3 EXECUTION TRANSMITTER AND TELEPHONE LINES. NO EXCESS. CONNECT CONDUCTORS THAT ARE TERMINATED, SPLICED, �1 H. PRIMARY POWER. 24-V DC OBTAINED FROM 120-V AC SERVICE AND OR INTERRUPTED IN ANY ENCLOSURE ASSOCIATED WITH THE FIRE B. MECHANICAL CONNECTORS: BRONZE. ABOVE GRADE 2. FLEXIBLE CONDUIT: STEEL SURFACE FINISH THICKNESS. 9y ONLY. 3. LIQUID TIGHT FLEXIBLE CONDUIT: FLEXIBLE CONDUIT 11. USE STAMPED STEEL STUD BRIDGES FOR FLUSH 3.1 INSTALLATION APOWER-SUPPLY MODULE. ALARM SYSTEM TO TERMINAL BLOCKS. MARK EACH TERMINAL WITH PVC JACKET. OUTLETS IN HOLLOW STUD WALL, AND ADJUSTABLE I. SECONDARY POWER: 24-V DC SUPPLY SYSTEM WITH BATTERIES AND ACCORDING TO THE SYSTEM'S WIRING DIAGRAMS. MAKE ALL 1' 1� " 4. PLASTIC CONDUIT AND TUBING: NEMA TC 2, PVC. STEEL CHANNEL FASTENERS FOR FLUSH CEILING A. INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. AUTOMATIC BATTERY CHARGER AND AN AUTOMATIC TRANSFER SWITCH, CONNECTIONS WITH APPROVED CRIMP-ON TERMINAL SPADE LUGS, r/ 0 C. EXOTHERMIC WELDS: BELOW GRADE CONNECTORS. USE SCHEDULE 40 CONDUIT. OUTLET BOXES. BATTERY AND CHARGER CAPACITY: COMPLY WITH NFPA 72. PRESSURE-TYPE TERMINAL BLOCKS, OR PLUG CONNECTORS. B. CONDUIT FITTINGS: 12. LOCATE BOXES IN MASONRY WALLS TO REQUIRE B. INSTALL SUSPENDED LUMINARIES USING PENDANTS SUPPORTED J. SURGE PROTECTION: INSTALL SURGE PROTECTION ON NORMAL AC C. CABLE TAPS: USE NUMBERED TERMINAL STRIPS IN JUNCTION, PULL, 0 V 2.2 BASIC MATERIALS CUTTING CORNER ONLY COORDINATE MASONRY FROM SWIVEL HANGERS. PROVIDE PENDANT LENGTH REQUIRED POWER FOR THE FACP AND ITS ACCESSORIES INSTALL SURGE AND OUTLET BOXES CABINETS OR EQUIPMENT ENCLOSURES WHERE 1, METAL FITTINGS AND CONDUIT BODIES: NEMA FB 1. ' 2. PLASTIC FITTINGS AND CONDUIT BODIES: NEMA TC 3. CUTTING TO ACHIEVE NEAT OPENINGS FOR BOXES. TO SUSPEND LUMINAIRE AT INDICATED HEIGHT, PROTECTORS RECOMMENDED BY FACP MANUFACTURER. INSTALL ON CIRCUIT CONNECTIONS ARE MADE. W p A. STEEL CHANNEL. GALVANIZEDALL SYSTEM WIRING EXTERNAL TO THE BUILDING HOUSING THE FACP, 3, EMT FITTINGS: STEEL COMPRESSION TYPE 13. DO NOT INSTALL BOXES BACK-TO-BACK IN WALLS, D. COLOR-CODING. COLOR-CODE FIRE ALARM CONDUCTORS DIFFERENTLY B. MISCELLANEOUS HARDWARE: TREAT FOR CORROSION PROVIDE 6 INCHES SEPARATION, MINIMUM; EXCEPT C. LOCATE RECESSED CEILING LUMINARIES AS INDICATED ON MANUAL F ALARM XE FROM THE NORMAL BUILDING POWER WIRING. USE ONE COLOR-CODE RESISTANCE. 2.3 ELECTRICAL BOXES PROVIDE 24 INCHES SEPARATION, MINIMUM IN REFLECTED CEILING PLAN. 2.3 AL IRE LA BOXES FOR ALARM CIRCUIT WIRING AND A DIFFERENT COLOR-CODE FOR A. BOXES: ACOUSTIC-RATED WALLS. • METAL: NEMA OS 1 GALVANIZED STEEL. 14, DO NOT DAMAGE INSULATION, D. INSTALL SURFACE MOUNTED LUMINARIES AND EXIT SIGNS PLUMB A. DESCRIPTION: UL 38 LISTED; FINISHED IN RED WITH MOLDED, SUPERVISORY CIRCUITS COLOR-CODE AUDIBLE ALARM-INDICATING C. NAMEPLATES: ENGRAVED THREE-LAYER LAMINATED 1, SHEET CIRCUITS DIFFERENTLY FROM ALARM-INITIATING CIRCUITS. USE PLASTIC, BLACK LETTERS ON WHITE BACKGROUND. 2. CAST METAL: CAST FERALLOY, DEEP TYPE, GASKETED AND ADJUST TO ALIGN WITH BUILDING LINES AND WITH EACH RAISED-LETTER OPERATING INSTRUCTIONS IN CONTRASTING COLOR. DIFFERENT COLORS FOR VISIBLE ALARM-INDICATING DEVICES. PAINT COVER, THREADED HUBS. D. INSTALL CABLE AND WIRE ACCORDING TO MANUFACTURER'S OTHER, SECURE TO PROHIBIT MOVEMENT, STATION SHALL SHOW VISIBLE INDICATION OF OPERATION, MOUNTED ON FIRE ALARM SYSTEM JUNCTION BOXES AND COVERS RED, D. WIRE AND CABLE MARKERS: CLOTH MARKERS, SPLIT B. HINGED COVER ENCLOSURES. NEMA-1 INDOOR, NEMARECESSED OUTLET BOX; IF INDICATED AS SURFACE MOUNTED, PROVIDE E. RISERS: INSTALL AT LEAST TWO VERTICAL CABLE RISERS TO SERVE SLEEVE OR TUBING TYPE. WET LOCATION HINGED, LOCKABLE, LIGHT GREY FINISHH.. INSTRUCTIONS,1, NEATLY TRAIN AND SECURE WIRING INSIDE BOXES, E. EXPOSED GRID CEILINGS: SUPPORT SURFACE MOUNTED MANUFACTURER'S SURFACE BACK BOX. SINGLE-ACTION MECHANISM, THE FIRE ALARM SYSTEM. SEPARATE RISERS IN CLOSE PROXIMITY TO EQUIPMENT, AND PANELBOARDS, LUMINARIES ON GRID CEILING DIRECTLY FROM BUILDING PULL-LEVER TYPE, WITH INTEGRAL ADDRESSABLE MODULE, ARRANGED EACH OTHER WITH A MINIMUM 1-HOUR-RATED WALL, SO THE LOSS PART 3 EXECUTION 2.4 BUILDING WIRE AND CABLE 2. USE WIRE PULLING LUBRICANT FOR PULLING 4 AWG STRUCTURE OR PROVIDE AUXILIARY MEMBERS SPANNING CEILING TO COMMUNICATE MANUAL-STATION STATUS (NORMAL, ALARM, OR OF ONE RISER DOES NOT PREVENT THE RECEIPT OR TRANSMISSION A. FEEDERS AND BRANCH CIRCUITS LARGER THAN 6 AWG: AND LARGER WIRES, T(S) TO SUPPORT SURFACE MOUNTED LUMINARIES. TROUBLE) TO THE FACP. OF SIGNALS FROM OTHER FLOORS OR ZONES. 3,1 INSTALLATION COPPER STRANDED CONDUCTOR, 600 VOLT INSULATION, 3. SUPPORT CABLES ABOVE ACCESSIBLE CEILINGS TO F. WIRING TO REMOTE ALARM TRANSMITTING DEVICE: 1-INCH (25-MM) THHN/THWN AND XHHW. KEEP THEM FROM RESTING ON CEILING TILES. F. INSTALL RECESSED LUMINARIES TO PERMIT REMOVAL FROM 2.4 SYSTEM SMOKE DETECTORS CONDUIT BETWEEN THE FACP AND THE TRANSMITTER. INSTALL NUMBER A, INSTALL WORK ACCORDING TO NECA "STANDARD OF B. FEEDERS AND BRANCH CIRCUITS 6 AWG AND SMALLER: 4, MAKE SPLICES, TAPS, AND TERMINATIONS TO CARRY BELOW. OF CONDUCTORS AND ELECTRICAL SUPERVISION FOR CONNECTING V INSTALLATION." COPPER CONDUCTOR, 600 VOLT INSULATION, THHN/THWN, FULL AMPACITY OF CONDUCTORS WITHOUT A. GENERAL DESCRIPTION: WIRING AS NEEDED TO SUIT MONITORING FUNCTION. XHHW 6 AND 8 AWG, STRANDED CONDUCTOR; SMALLER PERCEPTIBLE TEMPERATURE RISE. G. INSTALL CLIPS TO SECURE RECESSED GRID-SUPPORTED 1. UL 268 LISTED, OPERATING AT 24-V DC, NOMINAL. PHOTO B. PROVIDE BONDING TO MEET REGULATORY REQUIREMENTS. THAN 8 AWG, SOLID CONDUCTOR. 5. TERMINATE SPARE CONDUCTORS WITH ELECTRICAL LUMINARIES IN PLACE. PROVIDE A MINIMUM OF 2 GALVANIZED ELECTRIC. 3.3 GROUNDING MV z C. CONTROL CIRCUITS: COPPER, STRANDED CONDUCTOR, TAPE. STEEL WIRES 'TO SUPPORT LIGHTING FIXTURE FROM BUILDING 2. INTEGRAL ADDRESSABLE MODULE: ARRANGED TO COMMUNICATE C. MAKE ELECTRICAL CONNECTIONS TO UTILIZATION 600 VOLT INSULATION, THW. STRUCTURE, PLACE WIRES DIAGONALLY AT LONG SIDES OF DETECTOR STATUS (NORMAL, ALARM, OR TROUBLE) TO THE FACP, A. GROUND THE FACP AND ASSOCIATED CIRCUITS; COMPLY WITH IEEE •► EQUIPMENT IN ACCORDANCE WITH EQUIPMENT E. INSTALL WALL PLATES FLUSH AND LEVEL. FIXTURE, 3. PLUG-IN ARRANGEMENT: DETECTOR AND ASSOCIATED ELECTRONIC 1100. INSTALL A GROUND WIRE FROM MAIN SERVICE GROUND TO COMPONENTS SHALL BE MOUNTED IN A PLUG-IN MODULE THAT THE FACP. V MANUFACTURERS INSTRUCTIONS, PART 3 EXECUTION F. BEFORE INSTALLING RACEWAYS AND PULLING WIRE TO ANY H. INSTALL SPECIIFIED LAMPS iN EACH LUMINAIRE, EMERGENCY CONNECTS TO A FIXED BASE. PROVIDE TERMINALS IN THE FIXED 1. MAKE CONDUIT CONNECTIONS TO EQUIPMENT USING 3.1 EXAMINATION AND PREPARATION MECHANICAL EQUIPMENT OR KITCHEN EQUIPMENT, VERIFY LIGHTING UNIT AND EXIT SIGN, BASE FOR CONNECTION OF BUILDING WIRING. 3.4 FIELD QUALITY CONTROL ' ELECTRICAL CHARACTERISTICS WITH FINAL SUBMITTAL ON 4, SELF-RESTORING: DETECTORS DO NOT REQUIRE RESETTING OR �i FLEXIBLE CONDUIT, USE LIQUIDT FLEXIBLE EQUIPMENT TO ASSURE PROPER NUMBER AND AWG OF I, ADJUST EXIT SIGN DIRECTIONAL ARROWS AS INDICATED. READJUSTMENT AFTER ACTUATION TO RESTORE THEM TO NORMAL A. PERFORM THE FOLLOWING FIELD TESTS AND INSPECTIONS AND CONDUIT IN DAMP OR WET LOCATIONS. A. VERIFY THAT INTERIOR OF BUILDING IS PHYSICALLY a ON PROTECTED FROM WEATHER, CONDUCTORS. OPERATION, PREPARE TEST REPORTS: B. VERIFY THAT MECHANICAL WORK THAT IS LIKELY TO J. RELAMP LLWINARIES THAT HAVE FAILED LAMPS AT SUBSTANTIAL 5. INTEGRAL VISUAL-INDICATING LIGHT: LED TYPE. 1. BEFORE REQUESTING FINAL APPROVAL OF THE INSTALLATION, u N TO DAMAGE CONDUCTORS HAS BEEN COMPLETED. G. THE CONTRACTOR SHALL PROMPTLY REPAIR ANY UTILITY COMPLETION, SUBMIT A WRITTEN STATEMENT USING THE FORM FOR RECORD OF 4 D. INSTALL SUPPORT SYSTEMS SIZED AND FASTENED OMPLETELY AND THOROUGHLY SWAB RACEWAY SYSTEM B. DUCT SMOKE DETECTORS: COMPLETION SHOWN IN NFPA 72, ACCOMMODATE WEIGHT EQUIPMENT AND CONDUIT. C. CLINES OR SYSTEM DAMAGED BY HIS OPERATION. THE TOP BEFORE INSTALLING CONDUCTORS. OF UNDERGROUND CONDUIT SHALL NOT BE LESS THAN 24 K, CLEAN ELECTRICAL PARTS TO REMOVE CONDUCTIVE AND 1, PHOTOELECTRIC SMOKE DETECTORS: 2. PERFORM EACH ELECTRICAL TEST AND VISUAL AND MECHANICAL4m a INCLUDING WIRING, WHICHH THEY CARRY, a D. ELECTRICAL BOXES ARE SHOWN ON DRAWINGS IN INCHES BELOW GRADE, THE BOTTOM OF CONDUITS DELETERIOUS MATERIALS. REMOTE DIRT AND DERBIS FROM A. SENSOR: LED OR INFRARED LIGHT SOURCE WITH MATCHING INSPECTION LISTED IN NFPA 72, CERTIFY COMPLIANCE WITH TEST 1. FASTEN HANGER RODS, CONDUIT CLAMPS, AND APPROXIMATE LOCATIONS UNLESS DIMENSIONED, TRENCH SHALL BE GRADED SMOOTH, WHERE ROCK AND ENCLOSURE, CLEAN FINISHES AND TOUCHUP DAMAGE. SILICON-CELL RECEIVER. PARAMETERS. OUTLET AND JUNCTION BOXES TO BUILDING 1. OBTAIN VERIFICATION FROM ENGINEER OF FLOOR BOX SHARP EDGED MATERIAL ARE ENCOUNTERED, THE BOTTOM B. DETECTOR SENSITIVITY: BETWEEN 2.5 AND 3.5 PERCENT/FOOT 3. VISUAL INSPECTION: CONDUCT A VISUAL INSPECTION BEFORE ANY N PRECAST INSERT SYSTEM BEAM LOCATIONS, AND LOCATIONS OF OUTLETS IN OFFICES SHALL BE EXCAVATED FOR ADDITIONAL 3 INCHES, FILLED SMOKE OBSCURATION WHEN TESTED ACCORDING TO UL 268A, TESTING. USE AS-BUILT DRAWINGS AND SYSTEM DOCUMENTATION STRUCTURE USING P HE ORIGINAL BOTTOM WITH SAND - M FOR THE INSPECTION. IDENTIFY IMPROPERLY LOCATED, DAMAGED, Q CLAMPS. AND WORK AREAS, PRIOR TO ROUGH-IN, AND TAMPED LEVEL TO SECTION 13851 FIRE ALAR 2. UL 268A LISTED, OPERATING AT 24-V DC, NOMINAL, 2. IT SHALL BE UNDERSTOOD THAT ANY OUTLET MAY BE OR EARTH FREE FROM ROCKS AND SHARP MATERIALS. 3. INTEGRAL ADDRESSABLE MODULE: ARRANGED TO COMMUNICATE OR NONFUNCTIONAL EQUIPMENT, AND CORRECT BEFORE BEGINNING z TS OR HOLLOW WALL FASTENERS IN RELOCATED A DISTANCE NOT EXCEEDING 15FT FROM PROVIDE MAGNETIC YELLOW WARNING TAPE ABOVE THE PART 1 - GENERAL DETECTOR STATUS (NORMAL, ALARM, OR TROUBLE) TO THE FACP, TESTS. 444 2. USE TOGGLE BOL HOLLOW MASONRY, PLASTER, OR GYPSUM BOARD THE LOCATION SHOWN ON THE DRAWINGS PRIOR TO ENTIRE LENGTH OF UNDERGROUND CONDUITS TAPE SHALL 4. TESTING: FOLLOW PROCEDURE AND RECORD RESULTS COMPLYING 4, PLUG-IN ARRANGEMENT: DETECTOR AND ASSOCIATED ELECTRONIC PARTITIONS AND WALLS' EXPANSION ANCHORS OR OR DURING ROUGH-IN, IF SO DIRECTED BY THE BE BURIED 12 BELOW GRADE. 1.1 SUMMARY COMPONENTS SHALL BE MOUNTED IN A PLUG-IN MODULE THAT WITH REQUIREMENTS IN NFPA 72. 'LID MASONRY WALLS ARCHITECT-ENGINEER WITHOUT ADDITIONAL COST TO A. SYSTEM DESCRIPTION,, CONNECTS TO A FIXED BASE. THE FIXED BASE SHALL BE DESIGNED A. DETECTORS THAT ARE OUTSIDE THEIR MARKED SENSITIVITY PRESET INSERTS IN SO 1. NONCODEO ADDRESSABLE SYSTEM; MULTIPLEXED SIGNAL RANGE SHALL BE REPLACED. SELF-DRILLING ANCHORS OR EXPANSION ANCHOR ON THE OWNER. H. SURFACES DISTURBED DURING THE INSTALLATION OF FOR MOUNTING DIRECTLY TO THE AIR DUCT, PROVIDE TERMINALS IN CONCRETE SURFACES; SHEET METAL SCREWS IN 3. LOCAL SWITCHES WHICH ARE SHOWN NEAR DOORS UNDERGROUND CONDUITS SHALL BE RESTORED TO THEIR TRANSMISSION DEDICATED TO FIRE ALARM SERVICE ONLY, THE FIXED BASE FOR CONNECTION TO BUILDING WIRING. 5. TEST AND INSPECTION RECORDS: PREPARE ACCORDING TO NFPA Q SHEET METAL STUDS; AND WOOD SCREWS IN WOOD SHALL BE LOCATED AT THE STRIKE SIDE OF THE ORIGINAL CONDITIONS. PROVIDE SOD OF QUALITY EQUAL 5. SELF-RESTORING: DETECTORS SHALL NOT REQUIRE RESETTING OR 72, INCLUDING DEMONSTRATION OF SEQUENCES OF OPERATION BY 'a CONSTRUCTION, DOOR AS FINALLY HUNG, REGARDLESS OF SWING ON TO THAT REMOVED, PATCH PAVEMENT, SIDEWALK CURB, B. PERFORMANCE REQUIREMENTS: READJUSTMENT AFTER ACTUATION TO RESTORE THEM TO NORMAL. USING THE MATRIX-STYLE FORM IN APPENDI�( A IN NFPA 70, THE DRAWINGS, ETC, EXCAVATED MATERIAL NOT REQUIRED OR SUITABLE 1, COMPLY WITH NFPA 72, OPERATION. A 3, DO NOT FASTEN SUPPORTS TO PIPING, CEILING FOR BACKFILL SHALL BE REMOVED FROM PROJECT SITE. 2. FIRE ALARM SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE 6, INTEGRAL VISUAL-INDICATING LIGHT, A A SUPPORT WIRES, DUCTWORK, MECHANICAL 3.2 INSTALLATION FOLLOWING DEVICES: MANUAL STATIONS, HEAT DETECTORS, SMOKE 7, SAMPLING TUBES: DESIGN AND DIMENSIONS AS RECOMMENDED BY �+ 0 SECTION 16400 DETECTORS, SPRINKLER SYSTEM WATER FLOW, MANUFACTURER FOR THE SPECIFIC DUCT SIZE, AIR VELOCITY, AND M■�► EQUIPMENT, OR CONDUIT, A. PERFORM WORK ACCORDING TO NECA STANDARD OF 3. FIRE ALARM SIGNAL SHALL INITIATE THE FOLLOWING ACTIONS: INSTALLATION CONDITIONS WHERE APPLIED. 4. DO NOT USE POWDER-ACTUATED ANCHORS, INSTALLATION. SERVICE AND DISTRIBUTION A. ALARM NOTIFICATION APPLIANCES SHALL OPERATE CONTINUOUSLY. 8, RELAY FAN SHUTDOWN: RATED TO INTERRUPT FAN MOTOR-CONTROL B. ARRANGE CONDUIT TO MAINTAIN HEADROOM AND TO B. IDENTIFY ALARM AT THE FACP AND REMOTE ANNUNCIATORS. CIRCUIT. 5. DO NOT DRILL STRUCTURAL STEEL MEMBERS, PRESENT NEAT APPEARANCE, PART 1 GENERAL 1,1 SUBMITTALS C. DE-ENERGIZE: ELECTROMAGNETIC DOOR HOLDERS. 1. ROUTE EXPOSED RACEWAY PARALLEL AND A. SHOP DRAWINGS: FOR REVIEW; INDICATE CONSTRUCTION D. TRANSMIT AN ALARM SIGNAL TO THE REMOTE ALARM RECEIVING 2.5 HEAT DETECTORS STATION, PERPENDICULA.i TO WALLS AND ADJACENT PIPING. DETAILS FOR THE FOLLOWING: 6. FABRICATE SUPPORTS FROM STRUCTURAL STEEL OR E. UNLOCK ELECTRIC DOOR LOCKS IN DESIGNATED EGRESS PATHS. STEEL CHANNEL. 2. MAINTAIN MINIMUM 6-INCH CLEARANCE TO PIPING 1. PANELBOARDS. F. RELEASE FIRE AND SMOKE DOORS HELD OPEN BY MAGNETIC A. GENERAL: UL 521 LISTED. AND 12-INCH CLEARANCE TO HEAT SURFACES SUCH B. HEAT DETECTOR, COMBINATION TYPE: ACTUATED BY EITHER A FIXED E. IDENTIFY ELECTRICAL DISTRIBUTION AND CONTROL AS FLUES, STEAM PIPES, AND HEATING APPLIANCES. B. PRODUCT DATA: FOR REVIEW, PROVIDE RATINGS AND DOOR HOLDERS. TEMPERATURE OF 135 DEG F (57 DEG C) OR RATE-OF-RISE OF EQUIPMENT, AND LOADS SERVED, TO MEET REGULATORY 3. MAINTAIN REQUIRED FIRE, ACOUSTIC, AND VAPOR COMPONENT DETAILS FOR THE FOLLOWING: G. SHUTDOWN IHEATING, VENTILATING, AND AIR-CONDITIONING TEMPERATURE THAT EXCEEDS 15 DEG F (8 DEG C) PER MINUTE, REQUIREMENTS AND AS SCHEDULED. BARRIER RATING WHEN PENETRATING WALLS, FLOORS, 1. ENCLOSED SWITCHES. EQUIPMENT. AND CEILINGS. 2. FUSES. 4. SYSTEM TROUBLE SIGNAL INITIATION SHALL BE BY ONE OR MORE OF UNLESS OTHERWISE INDICATED. 1 SECURE NAMEPLATES TO EQUIPMENT FRONTS USING 4. ROUTE CONDUIT THROUGH ROOF OPENINGS FOR 3, CIRCUIT BREAKERS, THE FOLLOWING:. 1. MOUNTING: PLUG-IN BASE, INTERCHANGEABLE WITH PIPING AND DUCTWORK WHERE POSSIBLE, OTHERWISE, A. OPEN CIRCUITS, SHORTS AND GROUNDS OF WIRING FOR INITIATING SMOKE-DETECTOR BASES. SCREWS, RIVETS, OR ADHESIVE, WITH EDGES 2. INTEGRAL ADDRESSABLE MODULE: ARRANGED TO COMMUNICATE PARALLEL TO EQUIPMENT LINES. SECURE NAMEPLATE ROUTE THROUGH ROOF JACK WITH PITCH POCKET. 1.2 REGULATORY REQUIREMENTS DEVICE, SIGNALING LINE, AND NOTIFICATION-APPLIANCE CIRCUITS. TO INSIDE FACE OF RECESSED PANELBOARD DOORS 5. GROUP IN PARALLEL RUNS WHERE PRACTICAL. USE A. CONFORM TO REQUIREMENTS OF NFPA 70. B. OPENING, TAMPERING, OR REMOVAL OF ALARM-INITIATING AND DETECTOR STATUS (NORMAL, ALARM, OR TROUBLE) TO THE FACP, LOCATIONS. RACK CONSTRUCTED OF STEEL CHANNEL, MAINTAIN B. FURNISH PRODUCTS LISTED BY UL OR OTHER TESTING SUPERVISORY' SIGNAL-INITIATING DEVICES. C. HEAT DETECTOR, FIXED-TEMPERATURE TYPE: ACTUATED BY IN FINISHED TEMPERATURE THAT EXCEEDS A FIXED TEMPERATURE OF 190 DEG F SPACING BETWEEN RACEWAYS OR DERATE CIRCUIT FIRM ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. C. LOSS OF PRIIMARY POWER AT THE FACP. Q. Z 2. USE NAMEPLATES WITH 1/8 INCH LETTERING TO AMPACITIES TO NFPA 70 REQUIREMENTS, C. CONFORM TO REQUIREMENTS OF UTILITY COMPANY. D. GROUND OR A SINGLE BREAK IN FACP INTERNAL CIRCUITS. 1. DEG N T HANGERS AND CLAMPS; DO NOT IDENTIFY INDIVIDUAL SWITCHES AND CIRCUIT E. ABNORMAL AC VOLTAGE AT THE FACP, 1. MOUNTING: PLUG-IN BASE, INTERCHANGEABLE WITH 6. USE CONDUING FASTEN WITH WIRE OR PERFORATED PIPE STRAPS. PART 2 PRODUCTS F. A BREAK IN STANDBY BATTERY CIRCUITRY. SMOKE-DETECTOR BASES. BREAKERS, RECEPTACLE CIRCUITS, AND LOADS 7, USE CONDUIT BODIES TO MAKE SHARP CHANGES IN G. FAILURE OF BATTERY CHARGING. 2. INTEGRAL ADDRESSABLE MODULE: ARRANGED TO COMMUNICATE O SERVED. DIRECTION, 2,1 ENCLOSED SWITCHES H. ABNORMAL POSITION OF ANY SWITCH AT THE FACP OR DETECTOR STATUS (NORMAL, ALARM, OR TROUBLE) TO THE FACP. INCH TO IDENTIFY WITH 1 4 8. TERMINATE CONDUIT STUBS WITH INSULATED A. MANUFACTURERS: SQUARE D, GE, SIEMENS ANNUNCIATOR. A 3, USE NAMEPLATES / BUSHINGS, B. ENCLOSED SWITCH ASSEMBLIES: HEAVY DUTY FUSE CLIPS I. FIRE-PUMP POWER FAILURE, INCLUDING A DEAD-PHASE OR 2.6 NOTIFICATION APPLIANCES DISTRIBUTION AND CONTROL EQUIPMENT. 9. USE SUITABLE CAPS TO PROTECT INSTALLED DESIGNED TO ACCOMMODATE CLASS R OR J FUSES. PHASE-REVERSAL CONDITION. RACEWAY AGAINST ENTRANCE OF DIRT AND C. ENCLOSURES: NEMA-1 FOR INTERIOR LOCATIONS, NEMA-3R 5. SYSTEM TROUBLE AND SUPERVISORY SIGNAL ACTIONS: RING A. COMBINATION DEVICES: FACTORY-INTEGRATED AUDIBLE AND VISIBLE W F, INSTALL WIRE MARKERSON EACH CONDUCTOR IN MOISTURE. FOR EXTERIOR LOCATIONS. TROUBLE BELL AND ANNUNCIATE AT THE FACP AND REMOTE DEVICES IN A SINGLE-MOUNTING ASSEMBLY. PANELBOARD GUTTERS, PULL BOXES, OUTLET AND PROVIDE NO. 12 AWG INSULATED CONDUCTOR OR ANNUNCIATORS AND THIRD PARTY MONITORING. B. HORNS: ELECTRIC-VIBRATING-POLARIZED TYPE, 24-V DC; WITH V 10. ROV DE PROVISION FOR HOUSING THE OPERATING MECHANISM BEHIND A z JUNCTION BOXES, AND AT LOAD CONNECTIONS. SUITABLE PULL STRING IN EMPTY RACEWAYS, 2,2 FUSES EXCEPT SLEEVES AND NIPPLES. A. FUSES 600 AMPERES AND LESS: CURRENT LIMITING, 1.2 SUBMITTALS GRILLE. HORNS SHALL PRODUCE A SOUND-PRESSURE LEVEL OF 90 1. USE BRANCH CIRCUIT OR FEEDER NUMBER TO 11. INSTALL EXPANSION JOINTS WHERE RACEWAY ONE-TIME FUSE, 250 VOLT, UL CLASS RK 1, RK 5 OR J DBA, MEASURED 10 FEET (3 M) FROM THE HORN. 44 IDENTIFY POWER AND LIGHTING CIRCUITS. CROSSES BUILDING EXPANSION OR SEISMIC JOINTS. A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. C. VISIBLE ALARM DEVICES! XENON STROBE LIGHTS LISTED UNDER UL a R INDICATED ON 12. INSTALL PLASTIC CONDUIT AND TUBING ACCORDING 2.3 PANELBOARDS B. SHOP DRAWINGS: DESCRIPTION FOR THIS 1971, WITH CLEAR OR NOMINAL WHITE POLYCARBONATE LENS x 2. USE CONTROL WIRE NUMBER AS TO MANUFACTURER'S INSTRUCTIONS. A. MANUFACTURERS: SQUARED, GE, SIEMENS 1, SYSTEM OPERATION DESCRIPTION, DETAILED EQUIPMENT MANUFACTURER'S SHOP DRAWINGS TO B. DISTRIBUTION PANELBOARDS: NEMA PB 1; CIRCUIT PROJECT, INCLUDING METHOD OF OPERATION AND SUPERVISION OF MOUNTED ON AN ALUMINUM FACEPLATE. THE WORD FIRE IS ENGRAVED IN MINIMUM 1-INCH- (25-MM-) HIGH LETTERS ON THE Q o IDENTIFY CONTROL WIRING. BREAKER TYPE. EACH TYPE OF CIRCUIT AND SEQUENCE OF OPERATIONS FOR LENS. RATED LIGHT OUTPUT: 1, ENCLOSURE: TYPE 1 MANUALLY AND AUTOMATICALLY INITIATED SYSTEM INPUTS AND 75 CANDELA PROVIDE 110 CANDELA V UNITS IN ROOMS LARGER THAN 40' X 40'. SECTION 16100 2, PROVIDE SURFACE CABINET FRONT WITH SCREW OUTPUTS. COVER AND HINGED DOOR, 2. DEVICE ADDRESS LIST: COORDINATE WITH FINAL SYSTEM 2,7 REMOTE ANNUNCIATOR W WIRING METHODS 3. BUS: COPPER. PROGRAMMING, w 3. SYSTEM RISER DIAGRAM WITH DEVICE ADDRESSES, CONDUIT SIZES, A. DESCRIPTION: DUPLICATE ANNUNCIATOR FUNCTIONS OF THE FACP FOR PART 1 GENERAL C. LIGHTING AND APPLIANCE BRANCH CIRCUIT AND CABLE AND WIRE TYPES AND SIZES. ALARM, SUPERVISORY, AND TROUBLE INDICATIONS. ALSO DUPLICATE P NAL AND CONTROL WIRING. INCLUDE O TYPE 4. WIRING DIAGRAMS. OWER SIG 1.1 SUBMITTALS PANELBOARDS: NEMA PB 1; CIRCUIT BREAKER MANUAL SWITCHING FUNCTIONS OF THE FACP, INCLUDING 1. ENCLOSURE: NEMA PB 1; TYPE 1 DIAGRAMS FOR EQUIPMENT AND FOR SYSTEM WITH ALL TERMINALS ACKNOWLEDGING, SILENCING, RESETTING, AND TESTING. ALPHANUMERIC EE4 2. PROVIDE FLUSH OR SURFACE CABINET FRONT WITH AND INTERCONNECTIONS IDENTIFIED. SHOW WIRING COLOR CODE. DISPLAY. CONTROLS WITH ASSOCIATED LED'S PERMIT ACKNOWLEDGING PRODUCT DATA, FOR REVIEW. W V A, LOCKABLE DOOR, KEYED ALIKE. 5. BATTERIES: SIZE CALCULATIONS. SILENCING, RESETTING, AND TESTING FUNCTIONS FOR ALARM, a 1. PROVIDE WIRING DEVICE CONFIGURATIONS, 3. BUS: COPPER BUS. C. FIELD QUALITY-CONTROL TEST REPORTS. SUPERVISORY, AND TROUBLE SIGNALS IDENTICAL TO THOSE IDENTICAL Q■I H RATINGS, DIMENSIONS, AND COLOR SELECTIONS. D. OPERATION AND MAINTENANCE DATA, PART 3 EXECUTION E. SUBMITTALS TO AUTHORITIES HAVING JURISDICTION: SUBMIT TO TO THOSE IN THE FACP, 2. PROVIDE SERVICE FITTING CONFIGURATIONS, AUTHORITIES HAVING JURISDICTION. TO FACILITATE REVIEW, INCLUDE DIMENSIONS, AND FINISH AND COLOR 3.1 INSTALLATION COPIES OF ANNOTATED CONTRACT DRAWINGS AS NEEDED TO DEPICT 2.8 ADDRESSABLE INTERFACE DEVICE RE A. COORDINATE WITH UTILITY COMPANY TO OBTAIN COMPONENT LOCATIONS. RESUBMIT IF REQUIRED TO MAKE A. DESCRIPTION: MICROELECTRONIC MONITOR MODULE LISTED FOR USE IN 1,2 REGULATORY REQUIREMENTS PERMANENT ELECTRIC SERVICE TO THE PROJECT. CLARIFICATIONS OR REVISIONS TO OBTAIN APPROVAL. F. DOCUMENTATION: PROVIDING A SYSTEM ADDRESS FOR LISTED ALARM-INITIATING DEVICES A. CONFORM TO REQUIREMENTS OF NFPA 70. PROVIDE CONCRETE PAD FOR UTILITY TRANSFORMER. FOR WIRED APPLICATIONS WITH NORMALLY OPEN CONTACTS. B. FURNISH PRODUCTS LISTED BY UL OR OTHER B. INSTALL EQUIPMENT IN ACCORDANCE WITH 1, APPROVAL AND ACCEPTANCE: PROVIDE THE "RECORD OF TESTING FIRM ACCEPTABLE TO AUTHORITY HAVING MANUFACTURER'S INSTRUCTIONS, COMPLETION" FORM ACCORDING TO NFPA 72 TO OWNER, AND 2,9 WIRE AND CABLE C. INSTALL PANELBOARDS TO NEMA PB 1.1. AUTHORITIES HAVING JURISDICTION, JURISDICTION. D. CLEAN EQUIPMENT 2. RECORD OF COMPLETION DOCUMENTS: PROVIDE THE "PERMANENT A. WIRE AND CABLE FOR FIRE ALARM SYSTEMS SHALL BE UL LISTED AND RECORDS" ACCORDING TO NFPA 72 TO OWNER, AND AUTHORITIES LABELED AS COMPLYING WITH NFPA 70, ARTICLE 760, HAVING JURISDICTION. B. SIGNALING LINE CIRCUITS: TWISTED, SHIELDED PAIR, NOT LESS THAN NO. 18 AWG, C. NON-POWER-LIMITED CIRCUITS: SOLID-COPPER CONDUCTORS WITH 600-V RATED, 75 DEG C, COLOR-CODED INSULATION. LOW-VOLTAGE CIRCUITS: NO. 16 AWG, MINIMUM. LINE-VOLTAGE CIRCUITS: NO. 12 r AWG MINIMUM. It 3� 5pmmtc P T Q`u LI Q UP-LIGHTING � �It�l UP- CzNT � Q� V� 2 � - SF EACH SYLVESTRIS PALM, 2AHID1 PALM, AND LICsUStRUM NOTED SHALL HAVE ONE 4u 4U V 4,jQ v RUUD LIGHTING-LOWvOLtACxE-DIRECtIONAL FLOODLIGHT mr ,N FLOODLIGHT - RUUD- N86226-L - h R ,n/ ?� 44jiV �� � ELECTRONIC BALLAST, FLOURESCENT 26U1 LAMP � (.0� h• (401 /W � IryiV� = � X 6.311 , 5K-BLACK co N � � O � J ~ • INCLUDE ALL TRANSFORMERS AND GABLE. � M N r " � � o c, �' �� www.ruudlighting.com W � co co Q) 0 Fn 0 E) U E) �: j (_0 < Of _p F9 4_ LL_ LLJ Fc; Fn 0 _�u 0 0 CD 0 0 0 LLJ Im 12 5 - F T c_ w I- soo � CD REMOVE ALL RAI ROAD TICS FROM THE SITE � —' v __4 cn z m SOD2 - QV ........................... Lu C:) v) I FLAT CURB �O ,���N (coNsuLr su )� - -- ��� cP REMOVE �XISTIN 45PHALTAND LIME OCK FR M W o < .� � AND MINE ALL AREAS T AT NEED -F�AT CURB ' PPPR°X� ALL LAND5CAPE ISLANID5 5HOWN. � 00Q w SQ,-MAT EXISTING DRAINAGE ATTERN IS N0T, INTERUPTED) � pP� sow � 3 - LJT PROPOS D CON( REMOVE ALL FENCE - COORDINATE WITH NEIGHBORS � ', _ ` I a $ �`,\ 22� O� EXISTING REMOVE ALL ROTTEN WOOD FROM THE RETAINING WALL SOD 20 (TYPIC L) ' �� � AND PREPARE WALL FOR PLANTING - PLANT MATERIAL IUIL COYER UP U SIGHTLY WALL. '��� �� � 20 � CONCRETE WALL 20� WITH FENCE .�\pr1 22� HARDWOOD � FLAT CURB `, ��CP W ', COMPACT SPACE �, � - IVN PPPR°X �O - 1�O wi��. Row ro 6� �ei��T s ID BUt�ER � J k C ', 2O - JWILL WEEP OYER WALLA COVER, UP WALLLu 24 / ��� FLAT CURB �N � Z V Q GPS\ � p � �j _ Cj� w x x � + � PPRpX, K P o.�. � GP ���o� J � W U � I P p,K 0 P � � pQ' � -���' �, � � X � W � W XXX ;, � �2$;, o PK 8„ �� o�- oP'� QPv � w a z SOD � � "� 6' 6 ' 5 0. 2 8 • � ,, v . a v 12 _ 1 \/N QQ � 4.2 EXISTING�' WALL 0.4' E ~ Z W W 151"l-4-1 1111ME: 0.6' N -FREE Nowa (CONSULT ARBORIST TD TRt/ AT TREE) o � goo° a Z 2 � - C �1�1 � un-r�+ �-LiGHr ,, 8 C K� � , PRO osED Pio � Z y OWALK 0.3' W 5c) - J� C � 12 - J� 6 /1 2 2O - ���r"�C< 0�O A ��SE AP Ol �lE W,�k� c�urmsreKP PO ED tER �0 G� QpvE O � lz :5 Q �J� 1111.11 T I - FLAT D ZCURB � �\ m � CF,) CMU WALL N� � M o W w G PROPOSED CONCRETE - � \ �����--____ -_�-� � WITH UP-LIGHT � WITH STUCCO � W o � o 6" HEADER CURB � _ 6IR 33 _ �cJ 1 - IVN 2 1 _ F o z z � (TYPICAL) 31 15 J5 2 4 ' ApA SIGN O 2 - cam � WITH UP-LIGHT41111 'VI SODI - LJT CD TO�LOREADA IDA BUI Drl GAND CODEARKINCx ADA SIGNFIROFO&EID I � - I I I � 0\5 TO 0- � .• �� � �° 0 2 STOfiR,►' 2 ' Cid -r( � Qo\-� Zsoo + BUILDING 12 -1� f � Po�M rl � � + BEVEL � � - S� �� - �S � PP�+ * \N M L / SLOPE ALL TRANSITION 2 2 / O - I � + • N��M � Z W � ` + � CURB FROM 6" HEADER CURB TO � i s EXISTING r�� �y� � QP m = FLAT CURB FOR DRAINAGE PURPOSES 201 2 O '-' 201 LLJ O � sow 2 _ �� S � -� � 1 —STORY MASONRY BUILDING � Z -�. (CONSULT SURVEYOR FOR ALL T�P� � 6 SIDEWALK � - C� E � O � N + � AND DETERMINE ALL AREAS THAT NEED FLAT CURB _ #375 + �� - O - FT I D Q Cp d t SO THAT EXISTING DRAINAGE PATTERN IS NOT INTERUPTED) 12 - �T �' PLANTER 4 - 5N � - ~ " � * + - C � W a � � � _ + FLAT CURB + (TYPICAL) � t� CENTER ON BLANK WALLS � WITH UP-LIGHT M � Z � O �45 � �j - I � CJ�C WITH 5 UP-LI Ts ' + P Pv � a Q LJi. rjO - ,�,L� ULJ 11TN UP-LICxNT 21 - C�NtER ON WINDOWS FOR vl W + PQM O � > rn �� I WITH P LICxNt * FROM INSIDE. P G O W = _FLAT CUR - S� - I VN `_' I - �I� � I - c�\ - �y� E��pP�S Lu V = Q FLAT CURB _ _ � �O I SN � � Q m Lu m URB . + SSG oo ��GN x FLAT CURB F\-� Q � V V CONCRETE SIGN BASE X + 0 (NOT USED) + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + kX p XXX � 0.W J J m SOD Z O - OHU OHU -6- UHU OHU OHU HU OHU 109.45' Som SOD SOD gpv S vc,� c ANc oR O � 245. 20'OU � E U A R D 135. 75FAVEfR& S fC�N�4C�E 20 - J5 3 75 Afl FLANT LI&T PLANTING NOTES PROVIDE ALL FLORIDA 01 TREES AND PLANT MATERIAL. THE OWNER AND THE LANDSCAPE CONTRACTOR ARE RESPONSIBLE FOR MAINTAINING SITE DISTANCES Drip line of tree SEE COUNTY LANDSCAPE INSPECTOR BEFORE BRINGING ANY TREES TO THE SITE. FOR DRIVERS TO SEE ONCOMING VEHICULAR AND PEDESTRIAN TRAFFIC BY PRUNING UP TREES AND DO NOT PLANT TREES WITHIN 15' OF ANY LiGHT POLE. OWNER IS RESPONSI5LE FOR TRIMMING TREES V PRUNING SHRUBBERY SO THAT THERE IS CLEAR VISIBILITY BETWEEN 24" ABOVE GRADE AND 8' ABOVE THAT GROW INTO LIGHT POLES. GRADE. (PRUNE TREES UP AND PRUNE BUSHES DOWN) LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PRUNING TREES AT TIME OF INSTALLATION. ADJUST SHRUBBERY AND TREE LOCATIONS TO ENHANCE SITE DISTANCES AT ENTRANCES Wrap protected trees to be saved with orange survey ribbon at eye level. DO NOT PLANT TREES IN WIRE BASKETS WITH WIRE INTACT. AND EXITS. CONSULT THE COUNTY / MUNICIPAL SAFETY CODES FOR SITE DISTANCES. 4' Ht. orange mesh warning barrier fence. 1. SEE LANDSCAPE SPECIFICATIONS (SECTION 02900 - LANDSCAPE DEVELOPMENT) BEFORE Attach fence with 2 twist ties per re-bar. DO NOT PLANT TREES WITHIN 5' OF ANY WATER OR SANITARY SEWER LINE. CRAPE MYRTLES PLANTED IN THESE Mr Maintain the existing grade under the drip line area of the tree. AREAS ARE ACCEPTABLE. ADJUST TREES IN THE FIELD WITH NO ADDITIONAL COST TO OWNER. BIDDING AND BEFORE COMMENCING WORK. � O 2. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING SITE CONDITIONS AND ALL Do not place fill dirt in the drip line area of the tree. OWNER IS RESPONSIBLE FOR TRIMMING UP, AND PRUNING UP TREES, IN ORDER TO PRESERVE SITE DISTANCES r- PLANT MATERIALS AND QUANTITIES LISTED ON THESE PLANS BEFORE BIDDING. DISCREPANCIES �� 2 x 2 x 6' set 2' in round or FOR DRIVER t0 SEE ONCOMING PEDESTRIANS AND TRAFFIC. PRUNE TREES AND SHRUBS t0 PRESERVE OPEN SIGHT 00 SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT BEFORE BIDDING. 4 g 3. THE GENERAL CONTRACTOR SHALL PROVIDE A ROUGH GRADE TO WITHIN ONE TENTH OF A 6' re-bar set 2' in ground. BETWEEN 2' ABOVE GRADE AND 8' ABOVE GRADE . (PRUNE BUSHES DOWN AND PRUNE TREES UP.) N 2 a M 1�- FOOT OF FINISHED GRADE. FINISHED GRADE (TOP OF SOIL) FOR ALL SOD AREAS AFTER SETTLE J- tau I u ° �� i g Selectively prune and thin the tree canopy to enhance QNTY KEY MENT SHALL BE FLUSH WITH THE TOP OF ABUTTING CURBS, WALKS, WALLS AND ABUTMENTS. THE �' the natural character and to reduce transpiration. BOTANICAL NAME / COMMON NAME SIZE w M N FINISH GRADE OF ALL PLANT BEDS PRIOR TO MULCHING SHALL BE THREE INCHES BELOW FINISH Remove lower branches according to 'Tree Pruning Guidelines', TREES � CV GRADE OF SOD, ABUTTING CURBS, WALKS, AND WALLS. THREE INCHES OF MULCH SHALL BE ADD- by the International Society of Arboriculture, 1995 Edition. LJT Ligustrum ,japonicum / Japanese Privet 8'Ht. x 8' Spd., 3-1"Cal.Trunks Min. CN ED AFTER PLANTING. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SURFACECD DRAINAGE OF THE ROUGH GRADE ESTABLISHED. Follow the 'American National Standard for Tree Care Operators, ANSI 2133.1, (Prune Iigustrum into umbrella shapes with 6'of clear trunk.) 65Ga 1. Container Grown U) M O 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL FINE GRADING AND PREPARATION guidelines. Prune existing trees for the public health, safety, and welfare. NOTE TO OWNER: THESE TREES SHOULD BE PRUNED UNDERNEATH - NOT PRUNED ON TOP - LET TREE GROW TALL Q FOR PLANTING. THE LANDSCAPE CONTRACTOR SHALL BEAR FINAL RESPONSIBILITY FOR PROPER Remove all branches that conflict with pedestrian and vehicular circulation. 0 Q SURFACE DRAINAGE OF PLANTED AREAS. ANY DISCREPANCY OR OBSTRUCTION OF PROPER ■ AGE OF ROUGH GRADE ESTABLISHED BY THE GENERAL CONTRACTOR SHALL BE REPORTED � PDS Phoenix dactylifera "sylvestris" / Sylvester Date Palm 2' Clear Trunk J DRAIN TfREE FfROTECTION DET,41L (Note: Plant in 3'Ht. raised beof sand. Sand it shall be 5' x 5' x 5' Dee . Plant root baII hi h. Q TO THE LANDSCAPE ARCHITECT BEFORE PLANTING BEGINS. LL > 0 5. PLANTING AREAS SURROUNDED BY HARDSCAPE SHALL BE DRAINED WITH A MINIMUM 6" ADS Remove any wet soil. Sand bed shall have S parts sand to one part Hydrated Lime - PIPE WITH 12"X12" CATCH BASIN(MIN. TO APPROVED CATCH BASIN, DRY WELL, OR OUTFALL AREA. @COPYRIGHT - J.DEVINE 1996 (Not to sca le) U. Call Phone- 561--138-4880 for planting details. � L U NOTIFY THE LANDSCAPE ARCHITECT OF PROBLEM DRAINAGE AREAS BEFORE PLANTING. 6. PROVIDE 100 0 IRRIGATION COVERAGE TO ALL PLANTED AREAS, FULLY AUTOMATIC IRRIGATION CD SYSTEM WITH ALL POP-UP IRRIGATION HEADS IN SODDED AREAS. SUBMIT SHOP DRAWINGS OF 4 PDZ Phoenix dactylifera "Zahidi" / Zahidi pate Pa Im 10' Clear Trunk 0 _ ql- IRRIGATION SYSTEM TO THE CITY OR COUNTY AUTHORITY SHOWING ALL BACK FLOW PREVENTIONI.e Dari A53� (Note: Plant in 3'Ht. raised bed of sand. Sand pit shall be 8' x 8' x 5' Deep. Plant root ball high. LuSCHEDUm Q TO CURRENT BUILDING CODE. ALL IRRIGATION SHALL BE ACCORDING TO CURRENT BUILDING CODE. BENT STEEL BI+cE 0 NOT SPRAY WATER ON PEDESTRIAN WALKWAYS OR SURFACES. IF IRRIGATION DRAWINGS ARE RACK Remove any wet soil. Sand bed shall have 9 parts sand to one part Hydrated Lime - Q w � D Call Phone- 561-138-4880 for planting details. _! m CV INCLUDED IN THE BID PACKAGE PROVIDE BID ACCORDING TO DRAWING AND PROVIDE 100% COVERAGE. cn SEE CURRENT FLORIDA BUILDING CODE FOR HEAD PLACEMENT 12" MINIMUM AWAY FROM BUILDING Provide full warranty. Provide Certification of "Zahidi" variety. V FOUNDATIONS. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING AN IRRIGATION W �0� DRAWING THAT IS ACCEPTABLE TO THE CITY OR COUNTY MUNICIPALITY. SLOPE TOP OF CERTIFICATION OF VARIETY O AS BUILT D �'B'� I (NAME OFCONTRACTOR), O � z � L ANTS SHALL BE FLORIDA GRADE 1 OR BETTER AS NOTED IN THE FLORIDA DEPARTMENT c,RADE N E N BEHALF OF (SUPPLIER NAME) , CERTIFY THAT THE PALMS SOLD TO � O � , 7. AL PL # OF AGRICULTURE AND CONSUMER SERVICES, GRADES AND STANDARDS FOR NURSERY PLANTS , a • . CCUSTOMER NAME): ON INVOICE , ARE AS FOLLOWS: w 00 DIVISION OF PLANT INDUSTRY. .,.i-i GENUS: PHOENIX, SPECIES: DACTYLIFERA, SUS VARIETY: "ZAHIDI" 8. MAINTAIN POSITIVE SURFACE DRAINAGE THROUGHOUT THE SITE BEFORE AND AFTER SODDING '�' ' L . AND GERMING. • SIGNED AND DATED: SIGNATURE: COMPANY NAME: ON (DATE) � . .. :4. . �z.�-ymy.x�z-m Axis-m ••• , •• ,•• CONCRETE BASE V 9. PRESERVE EXISTING TREES AND PRESERVE ALL GOOD QUALITY UNDERBRUSH AND PALMETTO, -:' : : W-ROUND ANCHOR NOTARY: STATE OF FLORIDA: NOTARY NAME: NOTARY DATE: IF ANY EXIST ON SITE. PRUNE, CLEAN, AND MULCH EXISTING TREES, PALMETTO, AND GOOD QUALITY a13YMANUF.(BOTHMS) 4 UNDERBRUSH, IF ANY EXIST ON SITE. SEE CITY AND OR COUNTY TREE ORDINANCE. PROVIDE TREE PALM TREE 2 QV Quercus vireiniana / Live Oak Spd. BARRICADES AS REQUIRED BY CITY AND OR COUNTY. IF RETAINING WALLS ARE NOTED ON PLANS COMPACTED T=ILL SEE RETAINING WALL DETAIL. 34 SP Saba I palmetto / Cabbage Palm 10'-12'Trunk 10. MULCH ALL PLANT BEDS WITH A 3" LAYER OF CYPRESS MULCH. ALL CA55AGE PALMS SHALL BE FULL 500T PALMS WITH FROND PETIOLES INTACT. 11. SOD TO PROPERTY LINE AND TO SOD LIMIT LINES SHOWN ON PLAN. PROVIDE ALL SOLID SOD, BIKE RACK DETAIL Z Z Not To SCALE NO UNSIGHTLY BROKEN PETIOLES. PROVIDE FLORIDA *1 PALMS. � W NO SPRIGGING OR SEEDING. ,J 12. NOTIFY GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF WET SOIL CONDITIONS THAT BICE RACK EQUAL To= AAA RIBBON SHRU58 Z Q WIIL REQUIRE SOIL AMENDMENT OR DRAINAGE SYSTEMS. DO NOT PLANT SHRUBS OR TREES IN WET RACK CO., BRANDIR MT„INC. W 1-000-8413-34W - 3 CH Chamaerops humilis / European Fan Palm 36" x 36" j Z POORLY DRAINED SOiLS. 3'-3" LENGTH - 5 BICYCLES 13. ALL TOP SOIL PROVIDED BY GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL Z V Q BE FERTILE, READILY CRUMBLED IN HAND, WELL DRAINED SANDY LOAM, CLEAN AND FREE OF CLAY 6 CR Cycas revoluta / Sago Palm 36" Spread, 15 Gal. W 3C LUMPS, STONES, STUMPS, AND ROOTS. 3- 2X4X12" AS 21 HS Hibiscus sp. / Hibiscus (Salmon Color) = Freeze Warning 24"x24", 3 Ga I. 'J V W V 14. PLANTING MIX AFTER ADMIXTURES SHALL HAVE A PH VALUE OF BETWEEN 5.5 AND 6.5. CONSULT BURLAP' AND ALUMINUM STRAPPING W M W YOUR COUNTY COOPERATIVE EXTENSION AGENT AND THE UNIVERSITY OF FLORIDA SOIL TESTING TO SECURE 12" PADS TO TRUNK 225 IVH Ilex vomitoria 'nana' / Dwarf Yau on Holly 12 x12 ,3Ga I. I LABORATORY (IFAS). F' 15. PLANTING MIXTURE - PROVIDE ONE PART CLEAN TOP SOIL TO ONE PART PEAT. TO THIS o 1 a 0 MIX ONE AND ONE HALF POUNDS OF 8-8-8 WITH 50% ORGANIC FERTILIZER PER CUBIC YARD OF 3- 2X4X8 GUYS GUY PALM FROM THREE SiDES 50 NO Nerium oleander / Oleander (Red) 24" x 24" , 3 Ga I. OC XTURE. WITH IOD COMMON NAILS Z WQ MI LEAN PALM SLIGHTLY AWAY FRom BUILDING 5 PC Phoenix canariensis / Canar island Date Palm 3 Gallon II"' . W 16. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND OR DAMAGE AND GUY PALM TO KEEP PALM FROM � � W a OF ANY UNDERGROUND PIPES, CABLE, GAS LINES, WATER LINES, TELEVISION, PHONE LINES, AND LEANING INTO BUILDING. Z SEPTIC TANKS. THE LOCATIONS OF PLANTS AS SHOWN ON THE PLANS ARE APPROXIMATE. THE 226 PT Pittosporum tobira / Green Pittosporum 24"x24",3Ga1. Q Z V LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF UNDERGROUND OR aWZU) OVERHEAD OBSTRUCTIONS. THE PLANT MATERIAL MAY BE ADJUSTED WITH APPROVAL FROM THE GRAD 4 SN Strelitzia nicolai / White Bird of Paradise = Freeze Warning 36", 3Ga1. Z W W Z LANDSCAPE ARCHITECT. ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO OWNER. 10 SIR Strelitzia regina / Bird of Paradise = Freeze Warning 36" Z , 3Gal. O 17. ALL MATERIALS AND WORK FURNISHED BY THE LANDSCAPE CONTRACTOR SHALL BE GUARANTEED 34" ROOT NAL INSPECTION AND ACCEPTANCE EXCEPT FOR TREES. TREES FOR 120 DAYS FROM THE DATE OF FI BALL = Freeze Warning W0 LU Z Z W SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL INSPECTION AND ACCEPTANCE. 3- 2X4X36 P.T. STAKES The owner should be informed that these plants are used as an accent and that these plants N W e Z 18. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIALS DURING THE INSTALLATION SET 34" IN GROUND. LOCATE UNDERGROUND UTILITIES. should come back after a hard freeze but these plants may not. Consider thea:: expendable planta- no warranty. M inO� W OPERATION UNTIL FINAL ACCEPTANCE. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LU < 90 vs Viburnum sus ensum / Sandankwa viburnum 24"x24" Ga I. W 0 ~ 0 APPLYING ROUND-UP HERBICIDE AND PRE-EMERGENT HERBICIDE OR EQUIVALENT APPROVED BY PALM TREE GUY iNG D E TA i L p ,3 THE ENVIRONMENTAL PROTECTION AGENCY AND THE FLORIDA DEPARTMENT OF AGRICULTURE. GROUND COVER Q Q O Q STAKE ALL TREES WITH 3, 12 GAUGE, ANNEALED, GALVANIZED STEEL CABLES PER TREE. USE 2-PLY (NOT TO SCALE) Z = REINFORCED BLACK RUBBER HOSE AS CHAFING GUARDS, AND 2X4X24 PRESSURE TREATED PINE BERM ALL ISLANDS STAKES. MARK EACH GUY WIRE WITH ORANGE SURVEY RIBBON FOR VISIBILITY. THE LANDSCAPE WITH CLEAN TOP SOIL 83 AA Agapanthus africanus / Blue Lily of the Nile 12"Spcl,1Ga1. CONTRACTOR IS RESPONSIBLE FOR STRAIGHTENING TREES FOR ONE YEAR FROM FINAL ACCEPTANCE. CROWNED AT CEENTNT ED CLEAN,WELL DTOP SOIL ER of ISLAND 100 HH Hedera helix / English Ivy 12" Full/ 1 Gal. 19. THE OWNER IS RESPONSIBLE FOR CALLING THE LANDSCAPE ARCHITECT FOR FINAL INSPECTION. 4 i' IN �' SIDE sl_oPE FINAL PAYMENT SHALL BE MADE AFTER FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. 3" MULCH 1 418 JB Juniperus sp. 'blue rug" / Blue Rug Juniper 12"Spd.,lGal. Y THE LANDSCAPE ARCHITECT. ANY CHANGES 113 JC Juniperus conferta / Shore Juniper 12"S CljGa I. 20. ALL CHANGES TO PLAN MUST BE APPROVED B �PLANTS OR GRowD COVER To CURB p TO PLANT MATERIAL IN THE BID MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. SUBMIT A THEN TOP SOIL SHOULD BE 3"BELOW TOP 3.. BID WITH UNIT PRICES TO THE OWNER AND THE LANDSCAPE ARCHITECT. OF CURD FOR 3'OF CYPRESS MULCH24 MI Morea triodes / African Iris 12"Spd.,iGca 1. 2'O.C. TO BE ADDED. j caI_e 12" 21. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A LANDSCAPE AS-BUILT �/ (�/ TO THE CITY OR COUNTY MUNICIPALITY. THE LANDSCAPE CONTRACTOR IF SOD TO a 50 TA Trachelospermum asiatica / Asiatic Jasmine 6"Spd.1Ga I. DRAWING THAT IS ACCEPTABLE THEN TOP SOIL SHOULD BE LEVEL U TIN 3 SOD IS RESPONSIBLE FOR SUBMITTING EXACT PLANT COUNTS ON THE AS-BUILT DRAWING. DELETIONS OF PLANT WITH TOP OF CURS MATERIALS SHOULD BE NOTED BY THE OWNER AND THE OWNER SHOULD REVIEW UNIT PRICES FOR ANY IN FULL SUN USE ST. AUGUSTINE 'FLORATAM' W TYP i CAL 5E CT i Oil OF LAN[�)&CAFE 15LANISREFUND DUE TO THE OWNER. SOD 1997 - JAY DEVINE - LANDSCAPE ARCHITECT Not To scALE) IN SHADE USE ST. AUGUSTINE 'SITTERBLUE' OR 'PALMETTO'© COPYRIGHT NOTE: BERM ALL LANDSCAPE ISLANDS At A 1' IN 4' SIDE SLOPE. CROWN THE BERM SOD IN THE RIGHT OF WAY WiTH 100% IRRIGATION COVERAGE PROVIDED Q AT THE CENTER OF THE ISLAND. FiNISH GRADE AT THE CURS OF MULCHED ISLANDS ST. AUGUSTINE FLORATAM SHALL 5E 3" BELOW TOP OF CURB FOR 3" OF MULCH TO 5E ADDED. FINISHED GRADE MULCH At THE CURS OF GRASSED ISLANDS SHALL SE LEVEL WITH TOP OF CURB. CYPRESS MULCH - 3" THiCK , ALL PLANT BEDS. ALL TREES SHALL HAVE A 6' DIAMETER MULCHED BED. W Z W 5ERMING _ Two-ply reinforced black rubber hose PROVIDE CLEAN, WELL DRAINED, SANDY SOIL FOR LANDSCAPE BERMS AS NOTED ON PLAN. INCLUDE � TOP SOiL, PLACEMENT OF SOIL, AND GRADING OF BERMS. GRADE BERMS TO A VERY INCONSPICUOUS W0 chafing guards. Feed guying wire through hose SIDE SLOPE (1'IN 4' MAXIMUM). BLEND BERMS INTO EXISTING GRADE. CALL THE LANDSCAPE ARCHITECT FOR Z Q for tree protection. V Z � INSPECTION BEFORE GRASSING BERMS. DO NOT TRAP WATER WITH BERMS. FINISH GRADE OF 5ERMS SHALL BE V� Q VERT' INCONSPICUOUS AND SHALL BE EASILY MOWED WITHOUT SCALPING GRASS. LJJ Protect tree bark from hoisting damage TREE PRUNING UM zoo with burlap or cloth straps. PRUNE ALL EXISTING TREES ON SiTE TO A HEIGHT OF 15' A50VE GRADE. LAL, Q J REMOVE ALL LiM55 AND BRANCHES WiTHIN 15' OF GRADE. REMOVE ALL DEAD WOOD. a Q LL. 3" Cypress mulch applied after fertilizer. 3- 12 Gauge, annealed galvanized steel PRUNE TREES ACCORDING TO TREE PRUNING GUIDELINES BY THE INTERNATIONAL SOCIETY0 guy wires per tree. ?"lark each guy wire OF ARBORICULTURE, 1995 EDITION. IF ARBORIST BELIEVES A LIMB SHOULD NOT BE � Uj _ with a survey ribbon for visibility. REMOVED, ARBORIST SHALL CONTACT LANDSCAPE ARCHITECT. 0 J o e y y REMOVE ALL DEBRIS FROM THE SITE TO APPROVED OFF-SITE LOCATION. Uj o FOLLOW THE 'AMERICAN NATIONAL STANDARDS FOR TREE CARE OPERATORS', Q 5roadcast an 8-8-8, 5056 organic fertilizer ANSI 2133.1 GUIDELINES. PROVIDE TREE PRUNING COST IN 51D PRICE. o W Place the top of the root ball level with with micro-elements before mulching. Q m m existin rade. Extreme care shall be taken TREE BARRICADES V V CALL THE CITY OF ATLANTIC BEACH BUILDING INSPECTOR FOR ACCEPTABLE TREE BARRICADE PLACEMENT. Z Z to keep the root ball intact. J W Planting mixture of one part clean top soil to IF THE SILT FENCE IS MORE THAN 20 FEET AWAY FROM CONSTRUCTION THE SILT FENCE MAY BE AN ACCEPTABLE a Z Z one part pulverized native Florida Peat. To this TREE BARRICADE - SEE INSPECTOR. THE SILT FENCE MUST BE 6' MINIMUM DISTANCE FROM A PROTECTED TREE. Q Q mixture add and uniformly mix one and one half TREE BARRICADES MAY BE A CONTINUOUS FENCING OR A RADIUS AROUND THE TREE ITSELF - SEE INSPECTOR TO �■ W J J EXISTING GRADE pounds of 8-8-8 with 5056 organic fertilizer VERIFY TREE BARRICADE PLACEMENT BEFORE CONSTRUCTION OF TREE BARRICADES. ~ ~ k _ I I 1111 11 I1111 �i J per cubic yard of backfill. TREE 5ARRICADES SHOWN ARE SCHEMATIC AND MAY BE ADJUSTED ACCORDING TO THE LANDSCAPE INSPECTOR. ~ Q Q MR ROOT BALL I CU _. ERECT ALL TREE BARRICADES AS DIRECTED BY THE CITY OF ATLANTIC 5EACH BUILDING INSPECTOR. 611 Pi h earth saucer around tree to hold water. �HllihWi IJot _U% SEE THE TREE PROTECTION DETAIL. XISTING SOiL Landscape contractor shall remove earth saucer u��Iu��~�«��I«�� IRRIGATION and re-mulch tree upon final acceptance. 24" Pressure treated 2 x 4 stake with top of PROVIDE AN IRRIGATION DESIGN DRAWING TO THE FLORIDA BUILDING CODE AND PROVIDE 100% IRRIGATION COVERAGE. 1 stake 6" below existing grade. PROVIDE AN IRRIGATION AS-BUILT DRAWING TO THE CiTY OF ATLANTIC BEACH. IRRIGATION DRAWING AND AS-5UILT MUST tm2 BE A LEGIBLE DRAWING ACCEPTABLE TO THE CITY OF ATLANTIC BEACH BUILDING DEPARTMENT. T�EE FDETAIL MULCHED 5ED SEE LANDSCAPE SPECIFICATIONS (SECTION 02900 - LANDSCAPE DEVELOPMENT) E Q COPYRIGHT - J.DEVINE 1996 (Not to sca le) SEE PLANTING DETAILS :3�5 C U 00 W N i = N U w Q c:) � Ma` CuN co PLUMBING NOTES PLUMBING ABBREVIATIONS LEGEND PLUMBING FIXTURE SCHEDULE PLUMBING LEGEND _ jz� A Lt- 1. PRIOR TO ORDERING OR FABRICATING ANY NEW EQUIPMENT THE CONTRACTOR SHALL VERIFY AFF ABOVE FINISHED FLOOR SYMBOL DESCRIPTION���� yy� y�� w� �� MANUFACTURER do MODEL N0. ��T�, �P�� ALL DIMENSIONS AND CLEARANCES AND REPORT ANY DISCREPANCIES BETWEEN THE �S� � � p DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ENGINEER. B.F.F. BELOW FINISHED FLOORWATER CLOSET AMERICAN STANDARD /2898.012 CADET II EL ELONGATED VENT PIPING (V) LjJ ON2. ALL PIPE SIZES ARE NOT SHOWN ON PIANS. REFER TO RISER DIAGRAMS FOR COMPLETE B.F.G. BELOW FINISHED GRADE �-� FLOOR MTD., FLUSH TANK ��r - � r BOWS TOILET h TANK W/ OLSONITE X95 OPEN Fl20NT SEAT J _j � � PIPE SIZING AND CONFIGURATION. LESS COVER COLD WATER PIPING (CW) -I � 'T � RW RAINWATER WATER CLOSET AMERICAN STANDARD /2998.012 CADET fl 16-1/8�H EL HOT WATER PIPING (HW) � U � 3. VERIFY ALROUGH-IN SIZES AND LOCATIONS FROM MANUFACTURER'S CUT SHEETS BEFORE WC-1A ADA COMPLIANT 1/Y - 3 2' ELONGATED BOWL TOILET do TANK, 16-t/8" RIM HEIGHT Q � INSTALLATION. OF OVERFLOW i100R YTD., RNK FLUSH TAW/ OLSONITE /95 OPEN FRONT SEAT LESS COVER +T+ +o+ *e+ TEE (PLAN. UP. DOWN) � Q W CO CLEANOUT (ON PIPE STACK) J � N 4. ALL PIPING AND EQUIPMENT SHALL 8E COORDINATED WITH MECHANICAL, ELECTRICAL, UR-2 URINAL 3/4 - 7 1-1 Y '�� STANDARD X6561.017 TRIAIBROOK URINAL �*' fir+' CLBOW (90', 4S) W STRUCTURAL AND GENERAL CONTRACTORS BEFORE INSTALLATION. � �0� � W/ s�.owr Rorer 186-1 �usn v�vE � > v v i0 +� ELBOW (UP. DOWN) LLJ o 5. OFFSET VENTS THROUGH ROOF AS REWIRED TO MAINTAIN A MINIMUM OF 10 FEETDN DOWN AMERICAN STANDARD /0476.028 AQUALYN WHITE COUNTERTOP ---po--- GATE VALVE (GV) � N Z � HORIZONTAL DISTANCE FROM OUTSIDE NR INTAKES. REFER TO MECHANICAL DRAWINGS UV-3 COUNTERTOP LAVATORY 1/7' 1/2' 1-1/4' 1-1/4" LAVATORY WITH AMERICAN STANDARD 2385.130 FAUCET FOR COORDINATION. I.E. INVERT ELEVATION AND DRAIN ���- BALL VALVE (BV) � � J J 6. PROVIDE ALL PLUMBING ROUGH-IN AND FINAL CONNECTIONS, INCLUDING ANY INTER- RD ROOF DRAIN AIERICAN STANDARD X5.012 LUCERNE *WMNl-HINIG LAVATORY WITH ---p -- GLOBE VALVE (GLV) L3 00Q � CONNECTING PIPING REQUIRED. MOUNT ALL FAUCETS, ETC. AND PROVIDE ANY TRAPS. uV_� WML-HUNG UIVATORY 1/2' 1/t 1-1/4' 1-1/4 UtllA10Rf CONCEALED NW SUPPORT (RIM X TIFF.) AND NCRI('IVI STANGNiD VALVES, FITTINGS, VACUUM BREAKERS, BACKFLOW PREVENTERS, PRESSURE GAUGES, pp FLOOR DRAIN ADA COMPLMT 2385J30 FAtICEf AND DRAri. NSl1UTE P-TRAP, MKSIE ARM AND SIMES CHECK VALVE (CV) TEMPERATURE GAUGES OR PRESSURE REGULATORS NECESSARY FOR A COMPLETE PLUMBING INSTALLATION WHICH MEETS CODE. HD HUB DRAIN SINGLECOMPARTMENTF1XAY LR-2522, TWO FAUCET HOLES 4 O.C. W/ -�- STRAINER (STR) 7. PROVIDE ALL FLOOR DRAINS WITH DEEP SEAL TRAPS. SAN SANITARY � SK-4S. 5 1/2� i/7 1-1/7 1-1/Y SPEAKAUW SC-5763 NIGH ARC FAUCET AND �..t VALVE IN VERTICAL RUN 8. PROVIDE ALL VENTS AND OVERFLOW DRAINS WITH EFFECTIVE RODENT SCREENS. S.S. STAINLESS STEEL DOUBLE COMPARTMENT / ELKAY LR-3322, FAUCET HOLES 4' O.C. W/ -mak- UNION, SCREWED (UN) SK-4A S.S. SINK (33'x22') 1/2' t/2� 1-1 r ,-,/r SPF.N(AIMI ELKAY SC-5763 HIGH ARC FAUCET AND LD 7 CAP ON END OF PIPE W 9. ALL FLOOR DRAIN TRAPS AND CLEANOIJTS BELOW GRADE SHALL BE ENCASED IN CONCRETE. T1'P TYPICAL Li 10. FLOOR DRAINS AND ClEANOUTS SMALL NOT BE LOCATED NEAR DOORS OR IN UNE WITH VTRVENT THRU ROOF VALVE � #25- W -1-8R PRESS. BALANCING NIXING �+� HOSE BIBS Z PATHWAYS OF DOORS AND HEAVY TRAFFIC AREAS. SH-5 SHOWER VAE DRNIN 1/2 1/2� r �-�/r VALVE AND CLEAR-RO SHOWER HEAD W/ ARM AND FLANGE. J yy/ WITH PROVIDE Y CAST BRASS DRAIN W/ CHROME PLATED STRAINER 49+ FREEZELESS HYDRANT u 11. SHOP DRAWINGS: SUBMIT TO THE ENGINEER FOR APPROVAL, BEFORE COMMENCING WORK, FL FLOOR FIAT MSB-2424, WHITE MOLDED STONE, FLOOR MOUNTED W/ � HOCK ARRESTOR (SA), LETTER INDICATES Q Z U SHOP DRAWINGS FOR ALL MATERIALS AND EQUIPMENT TO BE PROVIDED UNDER THIS JAN-6 IADP SINK 1/Y 1/Y �' 1-1/7' 830-M SERVICE FAUCET, X832-M HOSE MID HOSE BRACKET, �q TER L r�nNc CONTRACT. THE FOLLOWING APPLIES TO THE SHOP DRAWINGS: V VENT 1453-86 S.S. STRAINER AND /889-CC MOP MANGER ,U-., _ � A. DESIGN IS BASED ON MANUFACTURER NAMED DRAWINGS OR IN SPECIFICATIONS. SHOP WC WATER CLOSET WADE11pp$'�p, �q$� �RpN FLOOR DRAIN W/ FLANGE, NICKEL -�� FLOOR DRAIN � W � DRAWINGS SHALL INDICATE EXCEPTIONS TO OR DEVIATIONS FROM THE DESIGN BASIS. � UR URINAL -1 FLOORDRAIN BRONZE STRAINER AND 1/2r TRAP PRIMER TAPPING HUB DR/UN z U g U W w +Q FLOOR CLEAN-OUT W J E- B. EQUIPMENT IS GENERALLY SELECTED AT MIDRANGE CAPACITY TO PROVIDE FLEXIBILITYUV LAVATORY JOSAIA 23713, CAST IRON ROOF DRAIN, NON-PUNCTURING +041 WALL w�� CLEAN-OUT W FOR CHANGES. SELECTIONS AT FULL MAXIMUM OR MINIMUM CAPACITY WILL NOT BE qp-t AREA DRNN - - �' - FLASHING COLLAR MlfTli WEEPHOIES FOR 3 ROOF FILL ACCEPTED. J = SK SINK AND MEDIUM SUIS WITH ROOF FLANGE AND BOTTOM OUTLET Q � a U 12. SECURE EQUIPMENT TO SUPPORTS PER LOCAL CODE AUl}IORITY. PROVIDE SEISMIC BRACING JAN JANITOR SINK J � VENT THRU ROOF (VTR) :DQ PER LOCAL CODE AUTHORITY. PLUMBING SUBCONTRACTOR SHALL PROVIDE SHOP DRAWINGS I_ �j 0 INDICATING METHODS INTENDED. EWC ELECTRIC WATER COOLER � CONNECTION Of NEW WORK TO EXISTING � � W a 13. OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE SEWAGE S►+ SHOWER ELECTRIC WATER HEATER SCHEDULE TREATMENT PROVIDER REGARDING THE LIQUID WASTE ENTERING THE PROVIDER'S SYSTEM. PIANLOCATION � SERVICE I�COVERf EWf LWT �y yp�T�pry RELIEF BASIS OF DESIGN NOTES �4� ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWING. F- Lo �"i U 14. ANY LOAD SUSPENDED FROM THE ROOF OR FLOOR STRUCTURE ABOVE SHALL RANG SYMBOL (GAL) (�H) rF) CF) � � L-9 0 DIRECTLY FROM THE BAR JOIST OR STRUCTURAL MEMBER; OTHERWISE. PROVIDE ADDITIONAL YM-1 MECH. 105 30 10 50 120 4.5 208/1 31,C STATE P6-30-20RT-W 1,2,3,4,5 CLIW Z SUPPORT MATERIAL DESIGNED TO CARRY THE LOAD B�lWEEN THE STRUCTURAL MEMBERS. WH-2 MECH. 210 40 20 50 120 4.5 208/1 3/4 STATE P6-40-20RT-W 1.2,3.4.5 W DQSUPPORT LOADS FROM 18RIDpNG. 15. ALL PLUMBING EQUIPMENT, PlPllk,`.�MlSUUTION. EfC. INSTALLED IN HVAC PLENUM SPACES �' 0 ~ SWELL MEET CODE REQUIREMENTS FOR SPOKE AND COMBUSTIBILITY. 1. PROVIDE SAFELY OR/UN PAN MAIM i0 DRAW LINE ROUTED TO FD OR TO ABOVE EXTERIOR GRADE. Pci 2. ROUTE TdcP RELIEF TO FD OR TO ABWE EXTERIOR GRADE WITH TURN DOWN. W Z Z Z 16. WATER HEATERS SHALL BE INSTALLED WITH DRAIN PANS UNDER HEATERS. ROUTE DRAINS 3. ELECTRIC HEATING ELEMENTS SIiW.I BE NON-SIMULTANEOUS OPERATION. N W � � TO NEAREST FLOOR DRAIN OR TO GRADE OUTDOORS. 4. PROVIDE THERMAL EXPANSION TAW AS REQUIRED 8Y LOCAL CODE. X A :D W 5. PROVIDE HEAT TRAPS AS REQUIRED 8Y LOCAL CODE. W Q i- A 17. PROVIDE ISOLATION VALVES AT TAKEOFF FROM AWN, AT ALL EQUIPMENT CONNECTIONS, AND W A WHERE SHOWN ON DRAWINGS OR REQUIRED BY LOCAL AUTHORITIES. PROVIDE A UNION /� A >- >- AT EACH THREADED VALVE OR CONNECTION. � A Q Q O Q /� Z2 � � vv � py ° DAMMING MATERIAL, 1" DEPTH Nt- TO CW SIDE OF 3/4 COLD WATER THERMAL a a (MINERAL WOOL OR APPROVED LD SINK FAUCET $UppLY W/ NEAT TRAP EXPANSION TANK MATERIAL) 3/4' SHUT-OFF VALVE "CO" TO BE GST wI� T N COVER C� TRAP PRIMER CHROME PLATED 3M. CP 25 WB v av IN COVER A.S.M.E. TdcP RELIEF VALVE CALICO 2" DEPT CAST IRON CLEANOUT 6" THICK BY CAST IRON CLEANOUT WITH COVER FOR 18" SQUARE WITH COVER FOR HEAVY DUTY CONCRETE PAD HEAVY DUN 0" TO 7' MAX FINISHED FLOOR � GRADE OR PAVING 3/4 DIELECTRIC UNIONWALL - '-- FACING--, W ROUTE TO FLOOR DRAIN H 3/4 HOT%WATER � z CHROME PLATED SUPPLY W HEAT TRAP Q Q \_ STEEL PIPE m � W V,-CASTIRON EXTENSION �^ �� � � � SAME SIZE PS SEWER g COLD WATER 3/4' DIELECTRIC ELECTRIC WATER a a � SHUT-OFF VALVE HEATER (WH-1) 1 . REFER TO LATEST EDITION UP TO 4' DIA. a SUPPLY � UNION � a a STANDARD WEIGHT A W CAST IRON LONG SWEEP UL BUILDING MATERIAE SLEEVE IN BLOCK WALL CAST IRON LONG SWEEP W 1/4 BEND OR CAST IRON DIRECTORY o o W 1/4 BEND OR CAST IRON N COMB. Y do 1/8 BEND � (� >" COMB, Y' & 1/8 BEND 2. COPPER TUBING (TYPE K,L) ° ° U W � 1/Y� 1-1/4" PIPE SLEEVE SIMILAR (UL-395), 3 HOUR. o o - - - -- -- - FLOOR SLAB �: 3. METAL CONDUIT SIMILAR a o ARE SUPPLY PIPING (UL-49). 3 HOUR. Q Q BUILDING DRAIN OR BUILDING GRAIN OR � BELOW UV TO BE 3/4 DRAIN VALVE TO A q SEWER MATERIAL AND SEWER AMTERUL AND �___•_. .r-'_'._�.---- ----��.__ CHROME PLATED SAFETY DRNN DRAIN PAN Q � Q O SIZE AS SPECIFIED SIZE AS SPECIFlED CAULK SPACE BETWEEN PAN PIPE AND SLEEVE -�- ,' pW�N ROUTED TO NON- INSULATED METAL PIPE AND METAL � � - ,/rcw TO �-�0°R °R^'" CONDUIT THROUGH PENETRATION FIRESTOP W � � , INTERIOR EXTERIOR �� �N SYSTEM (UL#CAJ1044) ONE, TWO, AND LD Q ? a CLEANOUT DETAIL- CLEANOUT DETAIL- TRAP PRIMER DETAIL- WATER HEATER DETAIL O THREE HOUR CONCRETE AND BLOCK WALL Q :�-. o w 1 NOT TO SCALE � NOT TO SCALE � NOT TO �q� � NOT TO SCALE NOT TO SCALE �' W P�1 R1/51 0 RECEIVED -1 WU U CITY AO�ATLA�T B ACH � '-' ~' �Wrolnib � BEACH CIN OF ATLANTIC 9EA�CM � f- f- BUILDING 8 20NINCs H W Q Q ut, 2! 2004 JUL 2 5 20054 ( > < BY: rD 1 O �y 375 Atlan tic Blvd. U 00 lJ cu I rt H M � CONNECT NEW 4" SANITARY TO EXIST SAMTARY BELOW (MADE 4" �.., FLd -- � Arco SMO Q OJ 30 30-GALLON ELECTRIC WA Q Cu M HEATER (W`H-1) SEE DET 4 f I M X Pi AQP f RISE. TO� R. , f CW DROP ,/r Cw & , f CW DROP � / ft DROP / > 0Li I T �- 05 3/4 t +; -+ WC-1 LAJ f� Iiw DROP - --h- - ' F�-I . DISCHARGE g'RW(1929af) STORM I W U �- WATER ABOVE GRADE y; 3"FD-1 O uj I DISCHARGE �'RW(1929sf) STORM � Q - Or VENT RISE -- J J ST ; NTjoCW �t SHUT-OFF TO' 2ND FL r 3/� �'Rw(1929sf) �=—�--ST WATER ABOVE GRADE F— W ►t VALVES ABM CEIL. 104 DROP F*W 2ND FL. 1-114-CW MAIN i / RtSE _- ROUTE BELOW E 1 TO ABOVE CEIL. STAIRS AND 9'RW(i 92W) ABOVE FL. " -RODROP FROM, 2ND FL.ENELMi _� . . _ _ ._. ..,�_a.:w: 31,C CW DROP 3/4"CW RISE • ST AHD : I ;P / TO HOSE BIBB ABOVE FL 3/,CCW dr Hw DROP I If TO BELOW FL. ti IAV—. �E — — — — wITH 1 It CW HW z 3/�CW DROP ROUTED TO EACH i I CES W LD TO HOSE 810E3 lA1L- A80NE ( 1/2"CW do i Z EELEVATOR FIN ' COL I - — — — — — HW DROP W --� - - - - I Q ,10 .J U t OS 3/4 CW DROP z R— ,J ; U Q Z E - - - - -4 +► p — I U H E , t z U E 1w } ' ' W J W { , E - t A' Q Fi Q U a — i � , t'Cw Rl3E ldY�. Q t TO 2ND 3 eCW , 2•HW U Z � . ._ __. .. .. .. . _4..d DROP W/ t/f CW ( : W ROUTED 0 4 ..rte .. .-� r•-� .!' .--� r� r r T U E & 1MC 1 A ! �"_� w - 3/'� 3 4 - W W Z LJ D Z F-- -J P-, F— GRADE 11 PQ 0 W W ��� 1 {? W z z z IW <C I--- A i� j1 LD I i u E W ! + Z W F—�, W �---� H LTJ z Z f� (� 0 U A L, CONNECT NEW 1-1 4"CW TO ( Q EXIST CW BELOW GRADE ! 1 LD < _.,I U 0 w - „ f C RW(9L/Q31) " W U U DROP FROM 2ND FL. 4 RW(68psf) Q- ,,_, DROP FROM 2ND FL. F— F— z z WATER ABOVE RW(4088f) �� DISCHARGE 4'RW(680sf) STORM = J J WATER ABOVE GRADE N FIRST FLOOR PLUMBING PLAN SCALE: 1/4! = 1'-d' 75 Atlantic Blvd. F- u OD W C(i i H M _ Cu (J W ^ M o Q 0 � � 0i Mx A Q � oe o as I � I I r i —j oma U `D •d- i _._j W (U I PQ TVTR GN I I WC-1 l I CLJ p a J Q t- �` I �� LAY-3 Lr3- W I ��' FD-1z z J I .0e4 r ~ I Q 3" l I� IJ � - 2~ f l.r 04`I I v Z z �-=� I i 1 1 � m w I i u►y-3 Z Lj = < U Q I i I F- UC4Q i t U Z C W D w Q LLJ W Z r FD--1 2r 1 Z A LJ L J Z ! Z LAJ G4 L7 W w WZZZ I NWY ►-, VD ! ,/ I I 4 CO w LLJ A F— A l -' 00, !ool Y FD--1 f---� � I C-1 r 27 CY 4 W I VD--1 3w I A r W WC-1A ' I �—► w i z� vSi Q _ 12' CL A A Q o I U A -i Q <t -4 W }- > 1 = � Q pqpq WU U Z Z 1W < <t I _.J � Q Q SANITARY RISER DIAGtfw<&AM wSCMI 375 Atlantic Blvd. MECHANICAL LEGEND SPLIT SYSTEM HEAT PUMP SCHEDULE MECHANICAL NOTES v Go PLAN SYMBOLS COOLING 95db 78'wb MIN. HEATING MIN. SUPPLY W11510E EXT. INDOOR UWf OUTDOOR U!1(f W (U SQUARE OR RECTANGULAR DUCT. FIRST FIGURE INDOOR OUTDOOR LOCATION / SERVICE TOTAL SEMS. SEER 4Tdb HSPF NR NR S.P. MOTOR FAN VOLT/PHX Hf BASIS OF DESIGN VOLT/PH FAN C01iP. MCAWEIGHT BASIS OF DESIGN NOTES 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER CERIIF � IE� DRAWNiG$, 14x18 IS DIMENSION OF SIDE SHOWN ON PLAN UNUNITUNUNIT (MBN) (MBH)) I ER (MBH)) I COP (CFM) (CFM) (W. WG) HP FLA (KW) FLA RLA (LBS) AHU-i CU-1 FIRST FLOOR OFFICES 182.0 141.0 9.3 177.0 3.1 6,000 1,080 1 0.5 3.7 10.6 208 3 30 CARM I0RMp016 208 3 (2T43 63.6 67.5 803 CARRIER 38AQS016 11 THRU 7 j 2. FIELD VERIFY CONORIONS AND MAKE PROVISIONS FOR INSTAWNG AND INTEGRATING All = M (U 1400 ROUND DUCT. FIGURE 15 DIAMETER OF THE DUCT NEW SYSTEMS. U w � g 3. ALL FINISHES DAMAGED OR REMOVED FOR THE INSTALLATION OF NEW WORK SHALL. BE 0� r~I ('7 O RETURN NR PLENUM BOX AND AIR HANDLING UNIT. FlLiER BASIS OF DESIGN: AMNR 300. Q REPLACED TO MATCH ADJACENT FINISHES. Q 0 M CFN DUCTWORK (POSITIVE PRESSURE) 2. PROVIDE SINGLE POINT CONNECTION. Cu 3. PROVIDE DISCONNECT SWITCH. 4. SHOP DRAWINGS: SUBMITTO THE ENGINEER FOR APPROVAL, BEFORE CaMIMENCNrG WORK, N N v 4. PROVIDE SMOKE DETECTOR ON SUPPLY OF 114D00R UNIT. SHOP DRAWINGS FOR ALL MATERIALS AND EQUIPMENT TO BE FRONDED UNDER 7HS I M X DUCTWORK (NEGATIVE PRESSURE) 5. PROVIDE AUX. DRAIN PAN W/ RQ4T SWITCH. CONTRACT. THE FOLLOWING APPLIES TO THE SHOP DRAWINGS: 6. COIL SHALL BEING.COATED W/ BLY(�lD POLUAL COIL COATA ¢ WELI7. CASING SHALL BE COATED W/ DEYOE 224HS PRIMER AND 379tNA COATING. 4.1 DESIGN IS BASED ON MANUFACTURER NAMED ED DRAWINGS OR SPEpFICATIONS. SFIOP Q A CEILING SUPPLY NR DIFFUSER. SHADED AREA DRAWINGS SHALL INDICATE EXCEPTIONS TO OR DEVIAl10NS FROM THE DESIGNHAS1S. Q/� � O INDICATES BLANKED-OFF SECTION 4.2 EQUIPMENT IS GENERALLY SELECTED AT MIDRANGE CAPACITY TO PgOVqE ftEX1BAJTY W J � FOR CHANGES. SELECTIONS AT FULL WU(NAUM OR MINIMUM CAPACITY MAIL NOT BE J Lj. � CEILING RETURN NR GRILLE/REGISTER ROOFTOP UNIT SCHEDULE "��0� J � � COOLING HEATING ELEC. SUPPLY OUTSIDE EXT. EVAPORATOR FAN COMPRESSOR CONDENSER FAN 5. ALL MECHANICAL EQUIPMENT SHALL � FURNISHED COMPLETE MffiFl MOTOR STARTERS, � G4 2 1 PLANLOCATION / SERVICE TOTAL SEMS. CAPACITY HEAT AIR AIR S.P. MOTOR No 1 No. 2 HOLT/PH MG MOCP � IPLV �F WEIGHT BASIS OF DESIGN NOTES HEATER CONTACTORS. ALL OPERATING CONTROLS AND SAFETIES SFWl BE UL OR ER � Q � CEILING EXHAUST AIR GRILLE/REGISTER SYMBOL fU QUANT. HP FLA EER COP (Las) LISTED. ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECT SWITCHES PER NEPA 70 � Q L J N (yg�{) (�►{) (MBH) (KW) (CFM) (CFM) CIN. NIG) HP RlA RU WHERE R IS NOT AN INTEGRAL PART t)f THE UPNT. J GO RTU-i PEiWAY OFFICES 82.2 47.3 59.3 7.9 2,000 200 .5 1.8 5.8 17.3 N A 1 1 4 1.5 208/3 61.1 70 11.9 N A 7.6 590 CARRIER 501�I0006 1 THRU 13 RTU-2 CONFEREP�CE E%dK�SLi E 62.2 47.3 59.3 7.9 2.000 200 .5 1.8 5.8 17.3 N A 1 1 ♦ 1.5 206 1 61.1 70 11.9 N A 7.6 590 CARRIER 50HJ0006 1 THRU 13 6. SEE SMiACW4 STANDARDS FOR GAUGES AND BRACING REQUIREMEWT'S Of pUC1M10R1(. � > � o --dry LAJ SIDEWALL SUPPLY NR REGISTER 7. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE FRONDED FOR OPERATION AND NOTES: MAINTENANCE OF ALL FANS, DNPERS AND YECFWiICAL EQUIPMENT. �/ � z (IN i. WHILE INDIVIDUAL UNIT COMPONENT ELECTRK',AL REQUIREMENTS MAY VARY. 6. COOLING CAPACITIES ARE NET WITH fMl HEAT DEDUCTED. 0 � J W THE TOTAL UNIT DESIGN CIRCUIT NAPACIiY AND DESIGN BRANCH CIRCUIT 7. PROVIDE FILLER ENCLOSURE AND 2' THROWAWAY FILTER. 8. THERMOSTATS SHALL BE LOCATED AT 4'-6' AFF (INiLESS INDICATED OTHERWISE).. W +�- SIDEWNl RETURN AIR GRILLE/REGISTER BREAKER SIZE SWELL NOT EXCEED THE SCHEDULED VALUES. IF ELECTRICAL 8. PROVIDE SPOKE DETECTORS Ni SUPPLY AND RETURN AIR DUCT AS SHOWN � � Q � DATA VARIES, PROVIDE ELECTRICAL SHOP DRAWINGS WITH WAC SHOP ON ORAWNiGS. 9. ROOF CURBS FOR MECHANICAL EQUIPMENT SWELL BE MINIMUM 8' NI 11pCHT MMS SLOPED DRAWING INDICATING CHANGES TO CIRCUfi, OVERCURRENT PR0IECTION, 9. PROVIDE NORMALLY OPEN AUXILWiY CONTACT FOR INTERLOCKED EQUIPMENT. TO MATCH ROOF PITCH SUCH THAT NAN.ER IS LEVEL PANEL AND FEEDER. COORDINATE AMP RATING WITH LOAD RATING. 2. SCHEDULED EXTERNAL STATIC PRESSURE DOES NOT INCLUDE PRESSURE 10. PROVIDE CONVENIENCE OUTLET ON UPMT. 10. ALL DUCTS AND PIPING SHALL BE INSTALLED AS TlGffi AS POSS81.E TO ROOF SLAB. 45 DECREE TAKE-OFF W/ DAMPER DROP FOR COILS, FILTERS, CASING ETC. 11. PROVIDE CONTROLS FOR STARTING AND OPERATING THE UNIT IN 7}E COOLING � WALLS AND BEAMS. PIP 3. PROVIDE UNIT WITH $MIGIE POINT POWER CONNECTION. MODE AT LOW AMBIENT TEMPERATURES. 11. FLEXIBLE DUCT CONNECTIONS SHALL BE PROVIDED ON ALL DUCT CONNECTIONS TO FANS 4. PROVIDE IISUUiED ROOF CURB Of SUFFICIENT HEIGHT TO PROVIDE A 12. COIL SHALL 8E COATED W/ BLYGOLD POUML CON. COATING. AND AIR MANDUNG/ROOFTOP UNfTS. MINIMUM INCHES FROM FINISHED ROOF SURFACE TO TOP OF NAILER. 13. CASING S1YY1 BE COATED W/ DEVOE 224HS PRNIER AND 3791N1� COMING. Li 5. PROVIDE COMPRESSOR SHORT CYCLE PROTECTION TO PREVENT COMPRESSOR ELBOW NRfH TURNING VANES RESTART FOR AT (EAST 5 MINUTES AFTER SHUTDOWN. BE INSIDE OR OUTSIDE OF DUCT VISIBLE TF�2U GRILLES, RE(,�SfERS AND 8F'FUSERS SHALL Z 8E PAINTED FLAT 8U1t:1C. Qu W Z J 13. All EQUIPMENT, PIPING AND Dl1CTMfUR1C SFiAIl 8E SUPPORTED AS DETAN.EO MIO SPE(IPW. W Q ADDITIONAL SUPPORTS SHALL BE PROVIDED AS REWIRED TO PROVIDE A NBRATIQN FREE J V rI MANUAL VOLUME DAMPER (irNO) EXHAUST FAN SCHEDULE HVAC LOAD SUMMARY (FMC 13-407) �`��"0N� Q z z 14. ALL woRc sw� 8E cooRox�u►�n wrr►+ Au �s wravm. yrs � PwM+c AND � q F 10A0 OUta00R ONDOOR OUt000R �4100R GRAMrS HEATING GAOLING LOAD DUCTS (INCLUDING DIVIDED DUCTS) AND 1RiW5R10NS AROUND 0BSIRUCT06 SHALL 8E LY = FLEXIBLE DUCT (IN. ) P LBSJ OP �E � W PROVIDED AT NO ADDITIONAL COST. 1- EF-t FIRST FLOOR RS7RMS 2 300 0.375 1.122 1/16 120/1 32 NII COOK GN-520 1.3.4.5,6 AFa C •) ) (MBN) ( (M8 Z U g U 15. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE DMIENSIONS. W �J UC is EF S t 3 0.3 i. t xt 1 1 AHU-1 ;1*2o3 ,361 93 77 � 72 56.2 67.2 124.2 42.4 166 �,,) J � JM�' � �R 1' F� �S: � 1 72 56.2 18.9 33. 4;4.4 � .-. Q Aft aSfR�BlJT10N DEVICE 16. FLEXIBLE DUCT CONNECTING MAIN DUCT TO SUPPLY DIFFUSER OR AIR 800�i SfMl1 NOT J W = O i. CENfRIFUGAI POWER ROOF VENTILATOR. t. PONDER DISCONNECT. Qt - 3 93 77 4 .4 .4 Q EXDEVICE AS SCHEDULED.CEED 6 FEET IN TH. RUNOUT SIZES SHAM BE THE SAME AS qEt�( OR rM.ET OF � � Q_ V 7 THERMOSTAT 2. IN-LINE CENTRIFUGAL CABINET FAN. 2. PROVIDE ROOF CURB OF SUfFIGENT HEIGHT TO PROVIDE A AMNIMl1AI � LOAD £SI�Mil16 YEiNOD NOifS: Q OF 8' FROM FINISHED ROOF SURFACE TO TOP OF NAILER AND t. O�I.M'IG UQAD GILGNATIONS: ASkNtAE TRANSFER FUNCTION LOAD CALWU110N METHOD. 17. INSULATE THE BACKS OF All COUtIG MOUNTED AR OI51ii�UfiON DEVICES MFNCH ARE � C.� N Q DUCT MOUNTED SMOKE DETECTOR SLOPED TO MATCH ROOF PITCH SUCH THAT NAILER IS LEVEL. 2. FSG LAAO CAIGAATIONS: INSTANTANEOl1S ENVELOPE TRANSMNSSION AND MIFILTRA110N LOSSES. EXPOSED TO THE NON AIR-CONDITIONED SPACE ABOVE THE CEILRMG. V Z Q� W 3. PROVIDE SOLID STATE SPEED CONTROLLER. 3. COOL�iC MO t�11NG LAAO CALCUUQIONS ARE PERFORMED USING THE CARRIER CHAP SYSTEM � �''J 0.. -CD- CONDENSATEowe PIPING 4. PROVIDE SCHEDULED WALL LOUVER. DESIGN LOW PROGM. W Q 5. PROVIDE H4N(#NG RODS, BRACKETS AND NBRATION ISOLATORS. � +6+ TEE (PLAN, UP. D01kNj 6. INTERLOCK WffM LlGlif SWITCH AND PROVIDE TIME DELAY. 19. CONDENSATE ORNN (RTU 1-2) SHALL BE PVC TYPE OMN ROI,ftEDI TO ROOF DRAM, COATED (� Z h"' U � � N '�' wir►+ uv a�cTnxr. coNo�A� or�ar (mu-i) � eE �c � aw aourEo ro Z ra TO DRYWEI. PROVIDE TRAP IN PIPING AT UNIT. ,....; W W Z T -40 -+-0 ELBOW (UP. DOWN) Q 20. DU C K OWS HALL 1.5 US DS V :Dz {- J MBH 1.000 BRtTiSH THERMAL lNrfiS PER HOUR ACCESS CFM CUBIC FEET PER MINUTE21. PROVIDEDOORS IN DUCTWORK FOR ACCESS TO ALL QMIPfRS WIETHER SHOWN PA l7 W W ON OW1WIfJG OR NOT: PROVIDE CEILING ACOS DOORS FOR D1W+ERS ItICAti'ED ABOVE N W Y z $A SUPPLY AIR HARD CEILINGS (COORDINATE Al10WG TRADES). '"" RA RETURN AIR 22. PROVIDE SMOKE DEFECTORS ON SUPPLY DUCiWOR1( AS SHOWN. NrTgRLOp( MFM � A L W WALL LOUVER SCHEDULE TFAN FOR ��+AND „IRING �TM�E�X BY E �. W 4 ~ A OA OUTSIDE AIR SYSTEM. SMOKE DEFECTORS SHALL BE PROVIDED AND INSfN1F�1 BY 11E 1�d�M1iCAl. PIAN FACE SIZE MOUNTING DAMPER LOW = � � SYMBOL LOCATION SERVICE W x H HEIGHT N�IiERLOCK NOTES � 23. LOW VOLTAGE CONTROL WIRING SHALL BE FURNISHED AND INSZN-LSU BY THE 11ECFMNICAL j�jQjE; ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAMIMIG. L-1 AHU-1 OA INTAKE 24x18 - N/A BUSKIN ELf375DX 1 THRU 3 CONDUIT' PER �� 16 ���•CONTRACTOR. ALL CONTROL, WIRING BE PLENUM RATED MME qt ROU" WWW L-2 RfSTR004 EXWWST 1802 - N/A RUSI(W E1f375DX 11 THRU 3 24. COORDINATE LOCATIONS AND DIMENSIONS FOR ALL EQUIPMENT WDM QTMER TRADES f0 NOTES; ENSURE PROPER PLACEMENT OF FRAANNG. MECHANICAL DRAWING INDEX 1. COINER SIZE GIVEN SNOUID BE CONSIDERED AS THE WALL OPENING SIZE ACTUAL Q CDP 25. ALL NR DISTRIBUTION SYSTEMS S1Wl BE TESTED AND BALMICED� 8Y AN M'�DE�EM � LOUVER DIMEI�SIOPIS SMOtM,D BE ADJUSTED TO ALLOW FOR FRAMES. � TESTING, ADJUSTING AND BAlANC114G AGENCY. A tERi1FlED U18 REPORT 9lW.L 8E SHEET2. ANOO2EU ALUMINUM. COORDNL4TE COLOR W/ ARCH. DRAWINGS PROVIDED TO THE ENGINEER OEMONSiRl17NIG COMPLIANCE ri111H THE DESIGN. z tM1MBER DESCRIPTION 3. PROVIDE BIRO SCREEN. 26. THE MECHAIVICAI. CONTRACTOR SHALL PROVIDE AS-Bl11LT' DRAWINGS INDK'a1TgIG ACTUAL ~i M-1 MECHANICAL. SCHEDULES INSTALLATION FEATURES, EQUIPMENT LOCATIONS. DUCT AND PIPE ROIJfNIGS ETC. TO THE U-2 FIRST FLOOR MECIIIINICAI. PLAN ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE HVAC INSTALLATION. M-3 SECOND FLOOR MECFMNICAL PLAN of E--i Z WALSH AIR DISTRIBUTION SCHEDULE � f Dr, �°�°iA 'TOR �w o�;LL VOLUME /� pq o > PLAN � FACE BASIS OF DESIGN NOTES �Y �1 0 AND EXHAUST TAKE-OFFS ABOVE /� '"' SYMBOL SIZE (IN.) �ll� p ;I INACCESSIBLE �/, CEILING SUPPLY 18x5J5 7fNS FL-20-HT 1,2,3 12) (�ILNrG SUPPLY 24x5.75 MUS R-20-HT 1,2.3 Y w CEILING RETURN 48x7.75 TITUS FL-30-Hi 1,2,4 � 2.COORDINATE LOCATION OF THE RJ11 I Z ��. � COiIG4TgNS PORtS W/ U ARCHITECT. �yJ CEILING RETURN 2424 iIIUS SOF t H H W CENJNG EXF1AUSf 247. 5 TITUS FL-30-HT 1.2,4 RTU CEIIMIG SUPPLY 24x24 1RUS TMS-M 1 CQUNG RE111RN 48x7.75 Tf1US FL-30-HI 1.4,5 ¢ Q CEILING RETURN 48x24 1TfUS 50F t ROOF CURB BY RTU CONDENSATE NDENSAlE PiPTO P� FACTORY NSULATED DUCT FULL � Q � (Y Z ►-+ WWUF.. VERIFY AND P-TRAP OR GUTTER ROOF DRAIN INSULATED NECK SIZE OF DIFFUSER D 0 C] MATCH ROOF SLOPE N�I�: � SA DUCT NISUUTION 6'-0' MAX. LENGTH U � La. Z 1. THE FOLLOWING PIAN SYMBOLS DENOTE THE NR OUTLET TYPE. CFM AND NECK SBE. EG: 1Qic8 TYPE A, 300 CFM. 10'x8' NECK SIZE. =�:� � 4Rz� PRESSURE TREATED (�, � � S.S. DRAWBrWD � i SLOT DIFFUSER MIO � Q W S ROOF Q� WOOD BLOCK. ATTACH TO "l�� � i 2. PROVIDE INSULATED PLENUM. � � � � i INSULATED PLENUM 3. ONE 2" SLOT. 4. 01� 3� SLOT. BOLT CURB TO ROOF t U. PROVIDE INSUUiED RETURN 11000 tJGIiTSF110.0. STRUCTURE IN 4 FLEXIBLE OOf�MrECT10N ON � / '' ' i I i � ! I � CITYOF ATLANTIC BEACH � PLACES MINIMUM SA AND RA. DUCE P� �i �.--wAISFI PULSATOR i i ADJUSTABLE PATTERN BUILDING OFFICE Pi � roTaazEo au�R � coHrRouER NOV 0 8 2004 --� Li u � SMOKE DETECTOR FOR � LEG OF .AS dt LINERSTM DUCT �ON DOWN 45' BOOT z z UNITS �accEs��(tv�a.MENSUR2) �/ I CEIUNC- ' a+sUL►ho SA oucrFILE � ELQASl4N p ROOFTOP UNIT DETAIL VERTICAL" AIR HANDLING UNIT DETAIL AR SLOT DIFFUSER DETAIL NOT TO SCALE NOT TO ScVLE NOT TO SCALE \t�� 1'1 f "0-T 375 Atlantic Ivd. DRYWELL u 00 r--i W cu -_I [ CUT Wx30 (UK") HOLE IN CONCRETE � i TO ALLOW FOR RETURN AIR TRANSFER F—+ M cu ATE = cu ';! `! HOLD TOP OF DUCTWORK TIGHT TO U W WADI !; 807TOM OF JOISTS. F,,, ► ' l O f?� t� t. 11- j--_-- - -"1_- 1 J. '• - - ._ .. _ .. - ----. --' - _.. -_._ --_-- -... ---- --- - -- - - - - 1 _ - e r I/) ( f v MVD �• ,' p ; it Its f I I x F8". - q L'- j C��' 150 V2x22 150 (�/ ►--♦ 8 d c�utx 1 1/4"e GOND. �I f� - > 0 PIPING TO DRYWELL h '1 ` -_r_- i _ ' ' C7 10" 1 rf �� 1F6"i 1 W _ j0� j 8x8 1 t -J J- low DRAINABLE BLADES ORD SCREEN _ i 60 pq I 14x14 6"i 100 �0 ,I Q Q �r T-14 - r W (U G -{- ,0 �� W H II' i 14x14 12x14 U IJ ji J 1 � �, 0 W H O FLANGED FRI4Ir1ECAULK ; i }'i LIC 1" F-- 0� ' {!i 4e ( ' f 1 1 .r_...��^.m....e.• v,a.. .....v.- ,r. ... ..n.w.v.a Q Li UC t I tL3 F r 1' F 8 . 170 ; t 70 O t t f t ; 170 { WALLLOUVER DETAIL I �'` NOT TO SCALE r LD Lj _� F 170 ! ��' 0 F ` Z JE: 8 ! r 8 0 '� i!1i 170 ;; 170 W J LA1 - tr�_ 2x22 <C l ._ ` t z.. �'"} � - �E �t u t� {tet. U �8 i 1 170 '� � f r } f �; � + - QZV i U It t Z fAw J f _ fin. _ 100LAJ }, , =r fes:..._. - F _ -�_�. -- .__. ..�_�®�.,___-__ - n ! 16x14 LJ ,2x1 V ...__._ 4 ---� I - 0 0 _ _ 18x 14 ; ? f, i _13 Q i U If t4 } UV t_ z �r 45 TAKE-OF"i� W ( - -� ! ,' i t t , - - = U Lj MANUAL DAMPER ► �80 �- t a ' W Q ------ ?i - - , a� �6 LD 0 il �� 100 ,. # Z A 1 ° c �� F 8 i F B • F 8 d /-C-\8 . �..-� W Z INSt��o 8 • ! ! ! ! 0170 0,70 0170 230 Z Q s.A. our " FAc€ nr 0110 '' "r,,' 0 ��' - z F- SA DUCT FULL S.S. r�D - ;; r, f as NECK UE OF DIFFUSER + ; {, �� 1 ;� � - _ �� l� W W if 6'-0" MAX LENGTH , - i - --- - ' ' I - n �- " ! - - i tZ) LjLj ��i7Lifiti ( i ( ' t i -�� ti� <C F- A La T 1 - I -i . } n ' �{ f . 4 t i t j ,�.. . }, { - ,i i i �� • W i - a- t{ �I �, E ; �1,, 45 TAKE-OFF W/ S.S. D!RAWBIWD it I. MANUAL 1-1/2" tNSULATIO Q Q a tL — i r 'l Z tY - I x I T -� !; �1 f ! t I{ -• t J u - -1; v '' v u Jt - a_ , .. 'f E _. - . 100 08*0 ©8 i _ ;r i 170 ,70 170 230 2 0 _ --- - - - , CBNNG DIFFUSER W/DAMPER J -- -- --- - j � I� � � j, � r J �' (r' � ! { j i F 1 t+4 ♦ t BRANCH DUCT' TAKE--OFF' ; I � + f 1 T 1 NOT TO SCALE s"i ------ ; ' 48x22 ' ;! i F "i ( �� f ! n, 20x14 so 14x14 LL.� 0210 it fi it 4 If 2804 NEI F 10'4 F 10".! F 10"�r F 10.* U W tY - - -; 0250 0250 , : I oz50 0250 SEME i 0-150 ; ( CF?,� ,� i Q Q P 210 i ' , 6x22 48x22 O x22 7 0 E3, LjLJ 3: Q LD QJ U <j: D W 104 >� WU U CL Z Z N _j _j H I-_ FIRST FLOOR MECHANICAL PLAN �- � SCALE: 1/4' - V-0" 375 Atlantic Blvd. 1 U 00 W i F-- . CONNECT NEW 4" SANITARY TO EXIST SANITARY BELOW GRADE4r U Ems— 'q4"� � Mo Q 0 � 30-GALLON ELECTRIC WATER cu HEATER (WH-1) SEE DETAIL 4 ` P1 A LL_ TO2*_NT2N FL I 'i 1/2"CW DROP 1/2"CW & 1/2*CW DROP TQ+ 21� FL. � MM DROP 0 ON i , LLJ MEGH LL .... iso � 3/4" P4 i SAN. `' .;1FROM !! 1 J i, WCHARGE 6"RW{19296f} STORK . i 2 f ei I �, I a t i LLJCD WA ABOVE GRADE iii �� [L , f}} ' i �� + U W F- ON ( I i� �� ,, �i;; � � DISCHARGE 6"RW(1929sf) STORM 0 d - _ i " - 3" VENT RISE r _ _- ABOVE GRADE _ _ _ 1 CW MAIN SHUT-OFF ' TO} 2ND Fl.. f 3 4 d ! 6"RW(1$29sf #EE f~=--ST - WATER (� `ajy�) ! - -- - - - i ND FL L� 01) <L I— VALVES ABOVE CELL. �, _ - - - ,; i I 1-1/4-CW Ir111M1 f;tSE Ii ?r f ROUTE BELOW i TO ABOVE CEi�. STAIRS AND ABOVE FL. I' 6'RIM(1929sf — — �, 1 f i t ; t BEL01� "�_. ._n - / " SE DROP FROM 2ND FL. � ' + _ aa _ i 3/4 CW DROP 3 4 CVK RI AND ' - - - T r O HOSE BIBB / ( 1 TO BELOW FL. 1-1 4 i I180NE fL. GWk�lll DROP j iIt _ I gBpyE _ - ___iLj WITH 1/2"CW & HW ,+ i CEL . �' ,, — — z 3/4 Cot [NtOP ROUTED TO EACH ; ; � l� W TO HOSE 8186 �Y=. ' _ - - 1/2'�V & f L - - - - - HW DROPLAJ } Z J i 106 103 i J U i 110 106 3/4"CW DROP I� S�H=.Z -- ___ ; f I I U z h it _ I I ' ' �� i ' ! 3 , Z 1' 3*FD-1 �/4' 1 ; �'" ' 1 W W W � 107 � I' J -JLAV-3A cy I 1 1"CW RISE , U (4 Q TO 2ND FL. 3/4"cW & 1/2"M i V Z QY DROP W/ 1/2" 1 ' LAJ LAJ ROUTED TO K.i { ee, . �.► LD 0 I / - - Lom { i,�� �, it BELOW I 102 { ; li i �'i 0 w F-- P4 L7 W GRADE 0 W N W Y ADW � W <C I— A { LTJ A I QQL7 <C 4t" {1 fI Ij II Jill p �.J LLJ, i-1 4" Q W W 1 I + 0 1 : CL A 11 { Z C A _j K U ECT NEW 1-1/4 CW TO Cw BELOW GRADE G y~- > b; Q , 3oW G4 f�4 LLJ4"RW(680sf) Q_ �-_4 �--+ 4 (408sf} � � DROP FROM 2ND FL DROP FROM 2ND FL. � Z Z DISCHARGE 4"Rw(408sf) STORM DISCHARGE 40RW(680sf) STORM W I Q WATER ABOVE GRADE WATER ABOVE GRADE _ F— F- N FIRST FLOOR PLUMBING PLAN SCALE: 1/4* 1"-0" �� i� ( 10s 375 Atlantic Blvd. SITE ANALYSIS o0 N Building_ gTTX„u_ : Pr fesliona__ l Office Building � nin G W Zo g C HM � Site Area: 35.5.15 Square Feet M Reguired Yard7s: ' d w 1. Sherry Drive (Front) — 20 Feet 2. Ahern Street (Corner) — 15 Feet 3. Atlantic Boulevard Corner — 15 Feet a 4. Adjacent Property (side) -- 5 Feet Z(P Building Area: 1. First Floor— 5,376 Square Feet V 10 et W __- 2. Second Floor-3,886 Square Fe„_et 9,262 Square Feet Q4 -- Required Parking: One Space for Each 300 Square o"l .t o . Feet of Gross Building Area W 9,262 divided by 300 = 31 Spaces wo .- �, - Park1ng Provided .Ses f0q 00 � E - � �''t���� ��i�- - Gad ���� �`�, �� G -- All E.xisting Trees to Rem to vd�p I 54, `4b' , � Perimeter and Interior Landscaping as per City of Atlantic Beach Zoning Ordinance Division $with Minor Exceptions. T N Storm Water Drainage as per St. Johns River W , - _ - Water Management District and City of Atlantic Beach. •.a . .._ _ U AREA MODIFICATION a -� - Flo ri w � _ . - - t,, da Building Code a V ��' �' = ` T _ = -- � Chapter 5, Table 500 and 503.3 � _ � _ w T a Business Occupancy, ype VI Multist ory, Unprotected � 9 e Non-SpriAled — 9�000 S . Ft, Allowable z w w T H Building � .rea: 10,816 S . Ft. q w 044ro f`�r�w — I — 4/3 (10iri (F-015)) P wA I — /o Increase O F = Building Perimeters (Streets and 30 ft. from P.L. . _ P = Total t3uilding Perimeter F = 84.5 ft. 9 Atl. Blvd. + 64 ft. East + 64 ft. Sher ry F = 212 ft. P = 84.5ft. + — � 84.5 ft. = 64 ft. — 64 ft. = 297 ft. . � w ' I = 4/3 (100 212 ft. - 0 =.2 5) ) 61.84 /o 297 ft. A C� i 9 000 s , ft. X 1.61 = p o q 84 14 562 s , ft. Allowable Area a w LO Cw �oul A0or' POP f a A 1' L, 4. ice . 0 D 1... . # . 375 Atlantic Blvd. I oil Eno 2!1 4# 8 0V 4P � � o0 SIGN REOUIREMENTS N E-+ SIDE SIGN H cv N Ll Building - Frontage — 245 feet �✓ Requirement. Square Foot Linear Feet of Frontage or 96 Square Feet --" - Maximum Display Area Submitted: 41.65 Square Feet of Display Area ( 5' A" X 8'-499) - Height of Sign Requirement: 8'-0" x ► :.. Submitted: 7'-10" Q -- _ - Length of Sin g ► -= RPrud nt al equirement: 12'-0" a _ El Submitted: 9' s rk Realtyy Lighting - Requirement: Type and Hours 0 Full Service. - �- -. _► Submitted: Double Faced Back Lighted Panels on �4 Hours/Day Colors W Requirement: All colors .. Ll Submitted: Brick painted ted Historical Georgian Red. Trim and Surround, _ Bright White: Lighted Panels, White: Lettering, Bl6e and Black. - Logo Type and Size • � Requirement.• Indicate . Submitted: See Enclosed Dr wing. The type remain. The size may = (..� little 1 • 1 . --------- may be a i e arger and will submit to CITY whet our sign company has d T f f completed his layout. AZA 77- BUILDING _ fit ____.. �.._ ___.._.� - -_ o SIGNAGE I - __�_ Type and Size - 1. Bronze dedication plaque no larger than 24 inches square. Times New Roman A - - 2. Required Building Numbers. Times New Roman 3. Licensed Realtor name on glass entry door panels. 4. NO ADDITIONAL SIGNS WILL BE PLACED ON OUR BUILDING W 1 O h t ti i City of Atlantic Beach Planning and Zoning Department This approval verifies compliance with appticable [■,.� zoning, subdivision and other local land C development regulations, but does not constitute approval for the issuance of permits. Compliance with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by sonature of the City of Atlantic 04 Beach Building Off- al prior to the issuance of a Building Permit. Approved By: m unity evelop n Director Date: 0� �-� .+r✓" :.l 3 v.� ` �" I �''•' • j., f• 1 -_ .` n• 4� . ,., - ' dr'�• '..+. ,�• ••'R I r. 1 t+" ,' -r '�`�'. •, ' 'r+� !s-k �•" 1 i 'N.rf 1 f I { r Y 1�) .ry .� C� f .:v✓ t . .,,;N �•/ r 4 �• j 4 M I , �� ' + � .}, .b . .... 1• ...... t ' ,�,. .... f - 1. � 1}„ ♦I(f�r'�"'YY�•� . `i w /, , r�. �, Mfg 'r,�(. .y,I �• jyj i 1 � ` \ V i ` Crf ;1 i � y �'� ! 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I P/il.rl r.••••. , M f �./ • 1 +e...+•+•...-v..ra«s..w�v...:trr...,• w+ MrNwrlYrtw r...�•.iYn..rr.r.r l , «. • 1 (p. • I � � � ... �.r � �� !i 1 y•,'J; � ! �f •r•, ' -,.1 1 � • '� r�.. I+ ��� t t`4 4 ! 4 +y II� � � i 1 �" I � ` ,` , �+ } C-�.� � �� QN IF I 111 11 1 , �` .. �• I yl. �: ✓ � y '.r1 ,,•,.: � 1 i , �� t.•.'� ,•'�" ' i, C/ .» � 4 ll f IIMYt� 'pis' ,r•+w� • ; � _ � � _,f, t i � �; } # ` to �.� i � �ti� r•�a V I "N IV :_l.. i r 4 i ♦'" (�� 1.•.r:—.•.rl.•.t_i......r - .:..:�'� i ` s /�'. ,(t•: , I 4 t � i 1. (._ �' �► t 1 �,: + r ry � i too 41 152 4 41`!• ,� ., Vim"' .._�_ ..___ _ .,_ —_.._..._ _..__._._. «, , 1,'+ � --'�•--"•---•.-•-.•'.r---�•-+••-r-•.-•--- ;•�-.-- 1.1 T' I j it ,� 1! __,......_._.._._____......__.__-,.. ..._...... ._. ._. _..._. . __ _. -. ...._...._ _._. .,,..- .._.._ ... ._._. ..._.._ .._._.......__. ___.---'-- 1 y 1 I� , - i � i1Q r -- .� � { 1 w ; ', < < 1 1 a•� 4 ,I ...., .. , ..._.,_.•.•....•._..._ _..._..-.......... ... � -. .. .... .. ;.,. _._........._.. _..._,._..______........._.....,...............3:'+ ,,.—,r--... ., - { L'~ �>r./ NNI fill , ' { ��. i �•�' !r 1 �' I� f� I• 'I •- .. � 1 �! 4 y i.� f , r ,` � + ,., , .•'`I 1 } � , .. f , t 1 [{ 11 �• � { l v r� ". 141 how i ,�,•••• .+ a�• ��� � i � 4 r 1 + '' � �' � j ` � ,roal �` ono/ /1 .•... i •R 4 6.. 1 '"'' �+,,, I , � -._....t "_ � "' _ i i•/1-�.': Lei - , ,. � * i! �' � _.• I �.i � (. 1 1 ! IL I �• '�r fF ,1�� �� �' ....- ,..- �_..............._.. .. ... _ _ (`; `_.%�'',. ... {._.. .. _ _. ...._.. . ... ... . ,J` ., .... ` ...._ .... ... ..._. _., _ ..._.. .._.._..,-._.... ,I U. i.,V 1 F 1 ,r � `�j z 6w Its To o k, 41A tA 04w) rw..w.m.Yr 1 « ,;�• +if t I /1 1f I mow''`�, � ,' � �, 1 I i � t}' •'•"� , J 1 " �' 1 rI .. I.✓ t 1 l 1 T'• i ' ' �i4ljf7j 4 .t1k- gal __. ' 1) ..�_J 1 � � - �...r.Y.~•.r._r.,� __ ...w..•....w.M«..r..-rr�+ w,•.•. v.,..,.w +r.r •_`_+•Y--.+..-+.+•.._M.rM/M••+W+•+f..�w,w.�wr•..�rrw.r- . .. .. ......_�.,.•..rw y.. _.rr w»..w.,..-_� ._w_w•_-r.w.r.. .. .v...... » _ s .• [ I ••.•_+,• ..«_..•wr�••wwr..r-_r•••r.,w._r w.v r+_.•ww,«r.w• ..• - vw.•w .._.....ww... _ .r. - « [ .. w._ --•- - -...r.•. ._.•^•_..__..rr._w.-..._ ...-r.•-..•. .-..«_..._..."..._•v...._.-._..�_ ..._..� 1 � a' L4 �% i irr�i I rw' j] ......_+w•..r....rr'. - _ ._ ._...�_..�» ..n,.+r..o.,-w....r _•. _•_.__ ._.�.._...__._._ ..�.- �-Y- •w..--....... ..._...._....w...r...w�•...w..+r...�.o..w', r _.......__.._..r... ..r.rr..-.._..«.-w..,.,......,: REVIEWED i I., . iI Jacksonville dire,-Prevention Div. 7 2006 • �� �,._._ � i� ._, . ' _ �•�� tae MMin� I ` 7 NO EXCEPTIONS 'o • x' = � C.,�I�i�� EXCE ❑ PTIONS AS NOTE -_�;�•..�;�d � 42Y � � SHEETI r., STA) pa .';Thr.-�4.''°•���, 'r""' �j !i•r" �'4� " �,f,�,�;,! �! � �,f1,L�••'�f'" L,,,. r::'%"�i.S 1 _ ' _'�'y.�•'^ � t , � 1 Y REVISED ................ 3 , r:.c .�_, : _.... w� J/'f (� ;'t �r l 1 M.,/f 1�r. '� . i ' �', •t`• .S, i t ` '' .-t % Aart�al+8`rnl. •ooa.1:.�9[�M�W�t:M�,t. t , h_ f -• T�H E. ,_ epz OL ?1'r.+ii;,*,�..' 7y�• Y 1° /�t ..i "' r 4 �.I } i. �1 �` • d j C `f t,. s i q ; r` �� i� � a 'ik � � •`r, � ���i � � �� �. �. 7 aj �i 4 iA Vk.. 375 Atlantic Blvd. M a • f . r..?. +rr> I c� 4,I, i 14 1 M N t .... ... ......... # ..►......». �. Jf +CCS 4 -- i = .�/ }�•• , p o-0p eP t I� r - � ...,. � --- �� • II...-.- .___.._•_ Cpm - +� 1 _ y � .. IFV [ ' l COD --w -Ott Eno Na mw 02 2 rA pow a c� ov LIN Le Fog I I -�-1 Lip Fed t;)r J j,�(,Ge� C0X tea , y 6-4 �{ /�Cv 1 CIO Jill aw {r 9 ` v' IML z ! I �r I r 40A • —}— ..__ q ._.__ - _.._.. ` _._r._... _. _ - 0 l Pro gLo 17 ( 1 I r {� 41' -til ....� ..r __. .._ _._._ _ « .. .. • _ ....._.__..�_... .. .. ... O REVIEWED � W `~ Jacksonville Fire Prevention Div. AU 2006 NO EXCEPTIONS (� EXCEPTIIONS AS NOTED SHEET# -VISED 6/2/05 THIS PLAN REFLECTS DIMENSI NAL. CIiAN ES. VERIFY ALL DIMENSIONS FOR COMPLIANCE WITH "AS RUILT" C:t)NDITIONS AND NEW CONSTRUCTION.} ;., k-•- �, TION. N0rjr THE ARt lij�j't �"`T �a�' ANY DISC t� RF.PAN I _ -- .___ - _ -.�..�.--•--_----- -_ CES EN[;U UNTEI�E D• � � 375 Atlan � ..-.. tic Blvd. • 1 • i f. Lo 0 w/ VA 0 u too p Ll 6 Wiat HIAA W (al- Ht4W r goo _ J�f 11 Joe 04% P Cath, , ' * ► z w op r. w o r o ita*g 7 15, e.. 1 G, t�i�• lee C, c 1 ao +• aka #a��� ::� __� - iQ .�R+�1�' Go�lG - G. 6Lr. cob GVivo �• C► t3 0. i • d 4 1 �3 0 t2 (2D- • � "�.. t o �''�(• ��, L t ,.•o 0 _"' G� e u v-, Co I oto 4, Co ► 0 .0 �� 1�3 I,.�;• C�y,1 � ���Q �o-0 pr Y�oo 6VI . -( 4 6N�j AN $ . 0 • • Hit ___ , �," l W t .� C04V .) i Q •0 0 Ift � # �� rl�.141:. • w . a. 4-b/-%w b W oto iat'. a Y4 Co V4 toa I a Siva '1 -o l,a .., t�L •.� _ .. 1 `� l�-( 'p �• G• u�.- � kc;... G, c, , � M o -•• 4� tr �I.l.♦ ttl,,4� 20 a �o 000 V ! t ♦v '� �+�. w � t� vj C t�•v W Civ Ell to 140 zo jT L-, AWT- p got Co V4 Ej I - _o JA04Y4 000 w rte,W O Yq P� (20 010 U U1, 07 A', �!SA-1 Goo .� Wel- -s _ _-- _ -- ---__ _ __. _ M Vie ��t woop ..� i toC> 0" p '� `. 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Cr SS \ / •►� •• ••• •� .� s ♦ ♦ ♦ CMZ D -D (, �-- ^'" wd.� .�`i 1 -r�"/ '•-� r4+,.-tom fir.► -A-SS �,.. . .+- t 00, mow 00 01.00. 00 do 500 alp 'LLJ �{ L--use f t.25x a /I LOU t om: Lr } \ '' ,'. .7 , t DC�p ��` �: \`!.�`�,.�,♦�\ l/lllllJIJJIJ Ir ., i j �•. ,• � •. •. EM923S •� 14 tv 61/al, llp"O ZZZZZZZZ -- — *4111 .. W Iowa 1411111. •. EM338CR oilt' Vw7J1%6(� ._ % :•. 0.7W X 1,9375' ZZ I en �4 4H Aw*1 IL ,fit �.�"♦ \ `�" t s \ \ op x. r \ �.. r.. \- — I tof % i�4 P�I' � V c; _\ \ \ Yi11141, -IN., EM2279 EM116C EM155C EM2Q29 • /'�_ tO� (.,,t D�- Ur �; 0JW x 7• I N X 5.26" 0.750 X 3.25" o.S� x�.75� 2 w '�p►.5 � G�6 I��a Ga6!���. Eno fit flit IN 11 11 1000011 AF ----- �+� � �� �• .' �, 0.75" x 5� �;Aool W or for9Ft .. o � i i' ( �_ • - � •_,.__ � ��� - - 375 Atlantic Blvd. SITE ANALYSIS N Building T : Pr fessiw i I e Building •mo - � � w' Zoning: CG W M Site Area: 35,525 Square Feet Required Yards-: 1. Sherry Drive (Front) 20 Feet 2. Ahern Street (Corner) — 15 Feet 3. Atlantic Boulevard (Corner)— 15 Feet > 1 f NOVI 1` : 4. Adjacent Property (side)— 5 Feet Building_Area: j 1. First Floor-- 5,376 Square Feet q 2. Second Floor—3,886 Square Feet, 9,262 Square Feet oeo Required Parking: One Space for Each 300 Square > •� Feet of Gross Building Area W 9,262 divided by 300 31 Spaces . - . ..--- --------- mac.► �� � _.- - � a ParWnp. Prgviged: 44 SoaLes Eno W All Existing Tri to Remain Perimeter and Interior Landscaping as per City of Atlantic Beach Zoning Ordinance Division 8 with Minor Exceptions. Storm Water Drainage as per St. Johns River W xMOWWater Management District and City of Atlantic Beach. pieV 41P w � w G �, AREA MODIFICATION ►� - - � Florida Building - � a V v .__ .-__.___,M._w�. __ _ - , Chapter Code 5, Table 500 and 503.3 Af}" � Accu, - ,,� Business anc Type vI Multisto _ __.._�l P y� yP ry, Unprotected Non-Sprinkled = z � _ #4-1 V 1�7 6144V 1�1 V (4%f z 910 A-1105 .. - prinkled 9,000 Sq. Ft. Allowable ►� w A Building .Area. 10,816 Sq, Ft. w ~� �' , 1 = 4/3 (103L (F-0.25)) - 4 -1 p wA _ - I _ o /o Increase o F = Building Perimeters (Streets and 30 ft. from P.L. P = Total Building Perimeter F = 84.5 ft. Atl. Blvd. + 64 ft. East + 64 ft. Sherry -- F = 212 ft � . 5 ft. 84.5 ft. — 64 ft* '= 64 ft. = 297 ft. ;:Q p �. ; „ a, I = 413 (100 (9.12 ft. - 0.25) ) = 61.84 297 ft. A ,000 sq, ft. X 1.6184 -- 14 562 s . ft. Allowable Area ''� _ : �x -� a W 1 puM IV p � pw • o _ VIA 104 -7 W p circore o� a����LJ oBEACH 40, --- -- f -, - -- Ap W ,.91-3► 4 ��� �� � � � - �� ---� _ _ � . - 4 __ �� � 132005 F� H _WY51 S Ali, IZ4 ' . _ 1' f - 375 Atlantic Blvd. CITY OF ATLANTIC BEACH FLORIDA BUILDING PLANS ADDRESS 3'15 ATLA.�ITIcr C3c VD RE# �(�R735- o-ano OTHER INFORMATION 961) 3AzA1 - , , ac 1 , i 1 Off i 7 1 o i i• �� i 1 ' I 0 i 1 1 �. - - --- fe Mile / 67 Y y� f; r1LANi Ic 131VID_ 4 EQUIPMENT SCHEDULE MIRK DESCRIPTION REMARKS 4 S I . 7- CCG '.^.. !o �-r. �A?..,:.c� �-3o' XL.S't '.^. - D.�'XGS; 4. �.c"Ac�� - i -- VJ.�L_ 40 2•':<E ' - "= �`.4'STE= ST.P:. 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