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HomeMy WebLinkAbout8801 Astronaut Blvd (4)H 0 0 1l 0 H H ® 1/8 1 0 I A iV 7 f'1,�G r/AJC f I/, r / />/-vc,x „v y W Q01 N N 0 M M 0 CO N M 0 0 N z O z N WWg o O a V ~v a Ln O V �+- m M W Q V W Q Z r N M �1 u rn � ems+ �L toU C:) � 00 U !` N MMMo W O 1'- ¢ i`, 1, O �nLO -C L.. Cn 1— o U U W cn E r T- U z z �� 0 o uu- pW z G QO NCO Q N�i1u_ _J Q F— W X uj LL' _J .J 0 CL LL O LLW uj W > CL s Z z Q Q Q Mad u a _ C J ,4N m U Q a ( u C f_' E N N N W Lu za vQ Q �2Bo As7',-onaur 61 v LL °' maC W u - J 0 , DESIGN BUILD web maldesignbulld com email Info@maldeslgnbulld com Date 0913 2011 Sheet Scale AS SHWN � Drawn SBC Checked DTM ��- 010 Approved DTM 1 of 24 D - H V E D 0 0 D 34 23 0 2 J �r 2Al 3 0 2 r r 2 x18 GA HOLL MTL 1 2 x18 GA HOLL MTL 2 x18 GA HOLL MTL HR FIRE RATED PAINTED PAINTED PAINTED A B B1 DOOR 8t FRAME ELEVATIONS F: V K 26 0 2 SPLIT WOOD JAMB FRAME PAINTED C 2 x18 GA HOLL MTL PAINTED D IMPACT RATED ANODIZED ALUMINUM FRAME E r r 2 2 5 2 2 5 2 6 0 2 2 5 2 2 5 2 1 3/4 SOLID CORE 2 1 3/4 SOLID CORE 2 ALUMINUM FRAME WOOD DOOR PAINTED 60 WOOD DOOR PAINTED WOOD DOOR PAINTED IMPACT 45 MIN FIRE RATED RATED V K 26 0 2 SPLIT WOOD JAMB FRAME PAINTED C 2 x18 GA HOLL MTL PAINTED D IMPACT RATED ANODIZED ALUMINUM FRAME E r r IMPACT RATED ANODIZED ALUMINUM FRAME F N rn N 1 N N rn N 13 4 3 4 2 62 34_ 60 2 34 2 2 3p 2 30 30 I I 30 3 30 L. Iri 41 /// \ 2 2 5 2 2 5 2 6 0 2 2 5 2 2 5 2 1 3/4 SOLID CORE 1 3/4 SOLID CORE 1 3/4 SOLID CORE 0 r` ALUMINUM FRAME WOOD DOOR PAINTED N WOOD DOOR PAINTED WOOD DOOR PAINTED IMPACT 45 MIN FIRE RATED RATED rn /// --,, /// \ 2 2A 3 4„� "4*Z o O o � Co Z C1 Nrn r r..7 0 Nw G "M E.. LL 0o r, /� IMPACT �Un z RATED o GLASS aG IMPACT RATED ANODIZED ALUMINUM FRAME F N rn N 1 N N rn N 13 4 3 4 2 62 34_ 60 2 34 2 2 3p 2 30 30 I I 30 3 30 L. Iri 41 /// \ "V .3VLiv `"v"` 1 3/4 SOLID CORE 1 3/4 SOLID CORE 1 3/4 SOLID CORE 0 r` ALUMINUM FRAME WOOD DOOR PAINTED WOOD DOOR PAINTED WOOD DOOR PAINTED WOOD DOOR PAINTED IMPACT 45 MIN FIRE RATED RATED V H G LASS 1.1 2 2A I NPACT RATED ANODIZED ALUMINUM FRAME G IMPACT 0 O O I O RATED a GLASS 'L_ i L J I IMPACT RATED ANODIZED "V .3VLiv `"v"` 1 3/4 SOLID CORE 1 3/4 SOLID CORE 1 3/4 SOLID CORE ANODIZED ALUMINUM FRAME WOOD DOOR PAINTED WOOD DOOR PAINTED WOOD DOOR PAINTED WOOD DOOR PAINTED ALUMINUM FRAME 45 MIN FIRE RATED fir^ ham,— V H 1 2 2A 3 4„� 1/14 1 V ® 1/8 1 U 1/8 1 0 2007 FIRE; RESISTANCE DIRECTORY VOLUME 1 FIRE RESISTANCE; RATINGS ANSVUL 263 (BXUV) Design No U465 N b mg1%11RI g-1 HR Q � Y1 5 1 FI d C it ng R nn —( t h -n) — C am 1 p d ru. ss 3 /S u e( un) 1 L/4 m l g f rr d f on n m N 7 H G gal s el at 1 d to Q or and ce lung I ith f st n s p ced 4 in OC M St 1 St d— C1 am 1 iap d /8 n d (min) 1 1/4 m le 3 9 in f Id d b I turn t rm a fr in un N 2 NISG gil t l P ed 94 in OC ma, n B it az d Bial l et – (nptiortal) — bLn t of o gl f b o f ppazti llv pl t 1 filh g tud to �e B tt d Blarik t (BZJZ) t o f ames of Ll s h d o pame 1 F b Sp y d — A n It mat to B tt_ rd Blank t (Item 3) — Spt apppl d o llul mat al Tne f ber i applied t ztn i s t o pl t h fill ti 1 d ca t} in o d r th tf ppli ho uis h n pph d th th p dt N mal do d sty 13 0 1b ft Alt n to 1p] ti -n in d Th f b pphe 1 th L S ifiber LLC Typ ADI00 I t in it dh t al t f p t d. si to 6 6 t fi t pl 13 rill to e d ed ca t, o dai e w tti n pp) ation .ns uctions s pph a ith tl•e P t N nun l tr d u U f 2 5 1b /fr U S GREENFIBER L L C— Co n2 t di,. d FP\I (Fir R t d \I t o 1) B F b Sp d— A it t to 6 tts at d Blank is (I m 3) d It r~ -A Sp y pphed c llul e m t tion mats al The fib r i rph d t t r t t o sur ac in c rdan i h the apphca ti istr ti ppli th 0p d t 4Fpl_ d t pi t ) fill th d d t, Iii s um d yy den_ h of n and p bi ft NU 11 OOL CO IVC— L U la In t to 1 G p in B and — 5 q in tlucv 4 fi iia tt d to s eel tud a d Il)and ding tr k th l in long Ty P 5 1 spa ed 3 in nr I d f b d 112 m 0� to h Id f h h a_d t mt n t d ti ally ai a gg d pp t de of tl e, a� nbly Wh tt d d t tei 6 ( ihent d ann 1 ) 6A (f usm d nn Li allboud is s tt ch d t birrin c .nn is th 1 in to g Ivpe S t 1 vv p d 12 .n Cir Wh n its d in widths th th n d1t i VI un panel to be t_11 d hon2c t lly AMERICAN GYPSUNI CO —Tip AG C AGX 1 BEIJING NEW BUILDING MATERIALS PUBLIC LID CO —T3 p DBX 1 BPB AAIERIC 1 IVC—Typ I EGRG P oRo Typ \F R c T}} p C BPB7 C 1NAD 1, INC — P Rrr T pe C ProRoc T3 pe a o P oRoc Trp Abu Res tsit CANADIAN G1PSUhI COMPANY—TT 1R C IF '1R IF \1 IF X2 LPC AP Ca SH,\ 1b RC r i% RN G P GYPSLNT CORP SUB OF GEORGIA PACIFIC CORP—Tyres 9 C DAP DD DA DGG DS CPE; L kFARGE NORTH AMERICA INC Trp LGFC2 LG C2A LGFC6 LGFC6A LGrC C LGFC C/A NATION aL GY1 UNI CO —TIp s F5K FSK C X-C FSW C Is1� G FS 1 PS F51% 5 PASCO BUILDI\G PRODUCTS L L C DB Y PASCO GIPSUh1—T pe PC C o PG 9 PA\'EL REY S \ — T3 pe PR`' PR 1 3/4 x 18 GA H M DOOR PAINTED 60 30 30 J O r` ANODIZED ALUMINUM FRAME FIRE RESISTANCE RATINGS AN VUL 263 (BXUV) 983 1AA1 GYPSUM INDUSTRY (SARABURI) CO LTD —Type EK 'EAIPLE INL kND FOREST PRODUCTS CORP — Type X �e ee Plaster Bas Type X W to Rated Type X Sheathing Typ X Soffit'1� p X TG C' I ITED STATES GYPSUNI CO —Type AR C FRX G IF AR IP X1 IF X IPC AR SCX SRX LRC or WRX G MEXICO 5 1 DE C V —Typ AR C IF AR IF X1 IF X2 IPC AR SCX SHX WRC o WRY 4A Gvp B d — (As lte t to .(tem 4) Nom 5/8 in thick gyp um pan s itl b l d q -ire t p d dg pph d t lly, o hor lly / rt al joints c nt red ove t ids and stagge ed one stn d c t) on pp it id s f Wds Horizontal edee join s ind horizontal b It joints on oppo ite sides of st ds need not be st gg&ered or b k d P 1 tt h dt s l t d nd floo n inner tt l m to Type S t I p d 8 in OC h n pp] d h n hliy r Bin OC 10 g r ertical and oottom edg s and 12 In OC in the field h.n panels axe pi t ed e h ll} ANADIAN GYPSUM COALPANY — Typ AR C IF AR lI x1 IP X2 LI C AR CX, 91 -LX I F(. 0 WAR UNITED STATES GYP UNI CO —T AR C FRX G IP AR IF Xl IF X2 IPC AR, CX SRX WRC WRX. USG MEXICO S A DE V —Type. AR, C 11 AR IF Xl IF X2 II'C AR SC\ 1 -HX WRC WRX. 4B G psgm Bond — (As an alt nat to It ms a or 4A) — Nom 3/4 u tlu k 4 ft d m tall d d �r b d in It m 4A tI 1 gth in s d to 1 1/4 in CANADIAN GYPSUDi COAIPANI —Types AR If AR U\ITED ST1rES GYP Uabl CO—Types AR IF AR, USG \IEXIr O 5 1 DE V—Type AR IF AR 5 J int T p d C mp and — Vinyl d 1 p nL d) int mp d applied u ti o co t to joints d r h d p p t p 2.m d mb id d n fir t 13 e of oirp ind er 11 joint As n alt m to nominal / 2 in thick 3 511111 Ilen pl st i n y be pph d to the tr f of Cl fid e e ba eb d Joints mf d 1 ap I p Q i int mp urd m 1 b mit d hen gyp um board az pph d ith squa e dge R sill t Chum 1 — (npti al Not Sl 1,, ) —251 ISG g 1 st 1 resilr nt chann 1 sp d h 11 ma. 241 OC Hang porti t ach It e I to ectu g stud s ti 1/2 1 n type S 12 panhead t i 6A St an g NI mb is (Not $I wn) — As az ltemate t It m; fir }1 nn Is urd e LL -n ind lati n clip s d crib d b 1 w n g Chann l — F rmed 9f No 751ISG g I st el 2 3/8 i id by 7 / in dep spaced 24 in OC perreadr ulir to sr d Chin 1 d 1 t d d din It n b End f fi) uung am 1 ax 1 pp d 6 m d ti d t g th th c�oi ble stra d f No IS SWG gal st 1 e r each end of 1 p As an alt t ds of djomn channels m 3 be o e r d b in acid s ur d i g Tier ith L o s If t ppl g k6 fra n is ren 7/16 it 1 g at th midp mt of the o 1 p th crueti n I R g of th ch nnel b at I F n ing \I mb r — U d to ttacl fuming t annels (Item ) t stu I (It in 1) ('1 p p d 48 in OC and ur d t ghid tl 1 /Sin S of r or 1 ex h d Typ S st 1 ser t) o Qt the ce iter gro nm t Fur in channels a e f ct o fitted tt LF PAC INTERNATIONAL LNC—Typ RSIC I B arin t ! UL CI ific h n Pfark t LOOK FOR THE UL MARK ON PRODUCT DOOR F± FRAME SCHEDULE NOTES 1 DOORS SHALL BE ARRANGED TO BE OPENED READIL f ROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED 1 2 EXTERIOR DOORS SHALL BE PERMITTED TO HAVE KE f OP RATED LOCKS FROM THE EGESS SIDE PROVIDED THAT THE FOLLOWING CRITERIA ARE MET A FOR BUSINESS OCCUPANCY LOCKS COMPL (ING WITH 7 2 1 0 4 OF THE ! i4TEST EDITION OF THE FLORIDA IRE PREVENTION COD SHALL BE PERMITTED ONLYN THE PRINCIPAL ENTRANCE/EXIT DOORS B A READILY VISIBLE DURABI E SIGN IN LETTERS NOT I SS THAN 1 INCH HIGH 0 A CONTRASTING BACKGROUND THAT READS AS FOI I OWS IS LOCATED ON OR AD. TO THE DOOR THIS DOOR TO REMAIN UNLOCKED WHFN BUILDING IS OCCUPIED C THE LOCKING DEVICE IS 0 A TYPE THAT IS R ADII Y DISTINGUISHABLE AS LOCKED D A KEY 15 IMEDIATELY AVAILABLE TO ANY OCCUPANT INSIDE THE BUILDING WHr I IT IS LOCKED 5 ALL EXTERIOR DOORS TO HAVE TAAPER PROOF HIND S 6 PROVIDE ANCHORAGE TYPE r0 SUIT WALL CONSTRUCTION 7 PROVIDE (2) 20 GA STUDS AI JAMBS IN GYPSUM BOARD WAI LS 8 WHERE RATED DOORS ARE INDICATFD DOOR FRAM Et HARDWARE RATING TO BE E01L TO DOOR RATING 10 PROVIDE 1 UNDERCUT AT IN r RIOR ROOMS 11 VERIFY WITH MANUFACTURER TH APPROPRIATE ROUGH OPENING FOR EACH DOOPT PE 12 HARDWARE FINISH TO MATCH—(ISTING HARDWARE 13 ALL HARDWARE COMPONEN 15 TO BE MANUFACTURED B( SCHLAGE OR FQUAL 14 ALL HARDWARE COMPONEN rS TO MEET CURRENT ADA AND FLORIDA ACCESSIBILITY CIDE FOR BUILDING CONSTRUCTION (F C8C) SET Z SET Y SET X SET W SET V SET U SET T 1 GENERAL CONTRAC rOR SHALL FAMILIARIZE HIMSELF WITH ALL EXISTING SITE CONDITIONS PRIOR TO BID SUBMITTAL NOTIFY ARCHITECT OF ANY DISCREPANCIES 2 CONTRACTOR SHALL FIELD VERIFY DIMENSIONS ON PLANS WITH EXISTING INTERIOR CONDITIONS AND NOTIFY THE ARCHITECT AND OR ENGINEER OF ANY DISCREPANCIES 3 ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD TRACK 4 PROVIDE R 19 SOUND ATTENUATING BATT INSULATION ABOVE ALL ACOUSTICAL CEILINGS 5 ALL INT PARTITIONS SHALL BE INSULATED W/ 3 1/2 FIBERGLASS SOUND ATTENUATING BATT INSULATION WALL LEGEND EXTERIOR GIRT WALL BY METAL BUILDING MANUFACiURER 6 X 22 GA GALV MTL STUDS AT 24 0 C W/1 LAYER 5/8 GYP BD EACH SIDE 3 1/2 FIBERGLASS SOUND AT] ENUATING BATT INSULATION TO 2 ABOVE CEII ING 6 X 22 GA GALV MTL STUDS AT 24 0 C W/1 ® LAYER 5/8 FIRED RATED GYP BD EACH SIDE 3 1/2 FIBERGLASS SOUND ATTENUATING BATT INSULATION TO 2 ABOVE CEILING (UL DESIGN NO U465) NOTE PROVIDE SLAT BOARD ON THE SIDE OF ALL WALLS FACING TOWARDS THE RETAII FLOOR AREA AND ON BOTH SIDES OF ALL WALLS WITHIN THE FOOTPRINT OF THE RETAIL AREA FINISH SYMBOL ROOM No 100 FLOOR FINISH WALL FINISH BASE FINISH LEGEND FLOORS 1 CARPET 2 CERAMIC TILE 3 VINYL COMP TILE 4 SHEET VINYL 5 SEALED CONCRETE BASES A VINYL B CERAMIC COVE C WOOD D NONE WALLS V PAINTED CMU/CONCRETE W FULL HEIGHT CERAMIC TILE X 40 HIGH CERAMIC TILE WAINSCOAT Y GYPSUM BOARD EPDXY PAINT Z GYPSUM BOARD PAINTED CEILINGS A SUSP 2 X 2 ACOUST TILE/GRID B PAINTED GYPSUM BOARD ARDWARE LEGEND 11/2 PAIR BUTTS 1 EA LEVER PASSAGE SET 1 EA STOP 3 EA SILENCERS 1 1/2 PAIR BUTTS 1 EA LEVER PRIVACY SET 1 EA CLOSER 1 EA STOP 3 EA SILENCERS 1 1/2 PAIR BUTTS 1 EA LEVER LOCK SET 1 EA CLOSER 1 EA STOP 3 EA SILENCERS 1 1/2 PAIR BUTTS 1 EA LEVER LOCK SET W/ PANIC HARDWARE 1 EA LOCK GUARD 1 EA CLOSER 1 EA STOP 1 EA THRESHOLD 1 EA WEATHERSTRIPPING 1 1/2 PAIR BUTTS 1 EA LEVFR LOCK SET 1 EA CLOSER 1 EA STOP 1 EA FIRE GASKET SET 1 EA DOOR SWEEP HARDWARE AS SUPPLIED BY DOOR MANUFACTURER 3 PAIR BUTTS 1 EA LEVER PASSAGE SET 1 EA DUMMY LEVER 1 PR FLUSHBOLTS INACTIVE LEAF 1 EA STOPS 4 EA SILENCERS SET S i PAIR BUTTS I EA LEVER LOCK SET I EA LOCK GUARD I PR FLUSHBOLTS INACTIVE LEAF I EA CLOSER 1 EA THRESHOLD I EA WEATHERSTRIPPING I EA STOPS 1 EA SILENCERS SET R PAIR FLOOR AND TOP PIVOTS 1 PR FLUSHBOLTS INACTIVE LEAF 1 EA CYLINDER DEAD BOLT 1 EA CLOSER I EA THRESHOLD 1 EA WEATHERSTRIPPING I EA STOP I EA STANDARD/ CLASSIC PUSH/PULL SET SET Q I PAIR FLOOR AND TOP PIVOTS J EA CYLINDER DEAD BOLT LU QN 0 N a Q` N a N ry IMPACT M a rW r4 IMPACT RATED WM�M RATED GLASS O Op GLASS Lm fir^ ham,— V ANODIZED ALUMINUM FRAME FIRE RESISTANCE RATINGS AN VUL 263 (BXUV) 983 1AA1 GYPSUM INDUSTRY (SARABURI) CO LTD —Type EK 'EAIPLE INL kND FOREST PRODUCTS CORP — Type X �e ee Plaster Bas Type X W to Rated Type X Sheathing Typ X Soffit'1� p X TG C' I ITED STATES GYPSUNI CO —Type AR C FRX G IF AR IP X1 IF X IPC AR SCX SRX LRC or WRX G MEXICO 5 1 DE C V —Typ AR C IF AR IF X1 IF X2 IPC AR SCX SHX WRC o WRY 4A Gvp B d — (As lte t to .(tem 4) Nom 5/8 in thick gyp um pan s itl b l d q -ire t p d dg pph d t lly, o hor lly / rt al joints c nt red ove t ids and stagge ed one stn d c t) on pp it id s f Wds Horizontal edee join s ind horizontal b It joints on oppo ite sides of st ds need not be st gg&ered or b k d P 1 tt h dt s l t d nd floo n inner tt l m to Type S t I p d 8 in OC h n pp] d h n hliy r Bin OC 10 g r ertical and oottom edg s and 12 In OC in the field h.n panels axe pi t ed e h ll} ANADIAN GYPSUM COALPANY — Typ AR C IF AR lI x1 IP X2 LI C AR CX, 91 -LX I F(. 0 WAR UNITED STATES GYP UNI CO —T AR C FRX G IP AR IF Xl IF X2 IPC AR, CX SRX WRC WRX. USG MEXICO S A DE V —Type. AR, C 11 AR IF Xl IF X2 II'C AR SC\ 1 -HX WRC WRX. 4B G psgm Bond — (As an alt nat to It ms a or 4A) — Nom 3/4 u tlu k 4 ft d m tall d d �r b d in It m 4A tI 1 gth in s d to 1 1/4 in CANADIAN GYPSUDi COAIPANI —Types AR If AR U\ITED ST1rES GYP Uabl CO—Types AR IF AR, USG \IEXIr O 5 1 DE V—Type AR IF AR 5 J int T p d C mp and — Vinyl d 1 p nL d) int mp d applied u ti o co t to joints d r h d p p t p 2.m d mb id d n fir t 13 e of oirp ind er 11 joint As n alt m to nominal / 2 in thick 3 511111 Ilen pl st i n y be pph d to the tr f of Cl fid e e ba eb d Joints mf d 1 ap I p Q i int mp urd m 1 b mit d hen gyp um board az pph d ith squa e dge R sill t Chum 1 — (npti al Not Sl 1,, ) —251 ISG g 1 st 1 resilr nt chann 1 sp d h 11 ma. 241 OC Hang porti t ach It e I to ectu g stud s ti 1/2 1 n type S 12 panhead t i 6A St an g NI mb is (Not $I wn) — As az ltemate t It m; fir }1 nn Is urd e LL -n ind lati n clip s d crib d b 1 w n g Chann l — F rmed 9f No 751ISG g I st el 2 3/8 i id by 7 / in dep spaced 24 in OC perreadr ulir to sr d Chin 1 d 1 t d d din It n b End f fi) uung am 1 ax 1 pp d 6 m d ti d t g th th c�oi ble stra d f No IS SWG gal st 1 e r each end of 1 p As an alt t ds of djomn channels m 3 be o e r d b in acid s ur d i g Tier ith L o s If t ppl g k6 fra n is ren 7/16 it 1 g at th midp mt of the o 1 p th crueti n I R g of th ch nnel b at I F n ing \I mb r — U d to ttacl fuming t annels (Item ) t stu I (It in 1) ('1 p p d 48 in OC and ur d t ghid tl 1 /Sin S of r or 1 ex h d Typ S st 1 ser t) o Qt the ce iter gro nm t Fur in channels a e f ct o fitted tt LF PAC INTERNATIONAL LNC—Typ RSIC I B arin t ! UL CI ific h n Pfark t LOOK FOR THE UL MARK ON PRODUCT DOOR F± FRAME SCHEDULE NOTES 1 DOORS SHALL BE ARRANGED TO BE OPENED READIL f ROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED 1 2 EXTERIOR DOORS SHALL BE PERMITTED TO HAVE KE f OP RATED LOCKS FROM THE EGESS SIDE PROVIDED THAT THE FOLLOWING CRITERIA ARE MET A FOR BUSINESS OCCUPANCY LOCKS COMPL (ING WITH 7 2 1 0 4 OF THE ! i4TEST EDITION OF THE FLORIDA IRE PREVENTION COD SHALL BE PERMITTED ONLYN THE PRINCIPAL ENTRANCE/EXIT DOORS B A READILY VISIBLE DURABI E SIGN IN LETTERS NOT I SS THAN 1 INCH HIGH 0 A CONTRASTING BACKGROUND THAT READS AS FOI I OWS IS LOCATED ON OR AD. TO THE DOOR THIS DOOR TO REMAIN UNLOCKED WHFN BUILDING IS OCCUPIED C THE LOCKING DEVICE IS 0 A TYPE THAT IS R ADII Y DISTINGUISHABLE AS LOCKED D A KEY 15 IMEDIATELY AVAILABLE TO ANY OCCUPANT INSIDE THE BUILDING WHr I IT IS LOCKED 5 ALL EXTERIOR DOORS TO HAVE TAAPER PROOF HIND S 6 PROVIDE ANCHORAGE TYPE r0 SUIT WALL CONSTRUCTION 7 PROVIDE (2) 20 GA STUDS AI JAMBS IN GYPSUM BOARD WAI LS 8 WHERE RATED DOORS ARE INDICATFD DOOR FRAM Et HARDWARE RATING TO BE E01L TO DOOR RATING 10 PROVIDE 1 UNDERCUT AT IN r RIOR ROOMS 11 VERIFY WITH MANUFACTURER TH APPROPRIATE ROUGH OPENING FOR EACH DOOPT PE 12 HARDWARE FINISH TO MATCH—(ISTING HARDWARE 13 ALL HARDWARE COMPONEN 15 TO BE MANUFACTURED B( SCHLAGE OR FQUAL 14 ALL HARDWARE COMPONEN rS TO MEET CURRENT ADA AND FLORIDA ACCESSIBILITY CIDE FOR BUILDING CONSTRUCTION (F C8C) SET Z SET Y SET X SET W SET V SET U SET T 1 GENERAL CONTRAC rOR SHALL FAMILIARIZE HIMSELF WITH ALL EXISTING SITE CONDITIONS PRIOR TO BID SUBMITTAL NOTIFY ARCHITECT OF ANY DISCREPANCIES 2 CONTRACTOR SHALL FIELD VERIFY DIMENSIONS ON PLANS WITH EXISTING INTERIOR CONDITIONS AND NOTIFY THE ARCHITECT AND OR ENGINEER OF ANY DISCREPANCIES 3 ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD TRACK 4 PROVIDE R 19 SOUND ATTENUATING BATT INSULATION ABOVE ALL ACOUSTICAL CEILINGS 5 ALL INT PARTITIONS SHALL BE INSULATED W/ 3 1/2 FIBERGLASS SOUND ATTENUATING BATT INSULATION WALL LEGEND EXTERIOR GIRT WALL BY METAL BUILDING MANUFACiURER 6 X 22 GA GALV MTL STUDS AT 24 0 C W/1 LAYER 5/8 GYP BD EACH SIDE 3 1/2 FIBERGLASS SOUND AT] ENUATING BATT INSULATION TO 2 ABOVE CEII ING 6 X 22 GA GALV MTL STUDS AT 24 0 C W/1 ® LAYER 5/8 FIRED RATED GYP BD EACH SIDE 3 1/2 FIBERGLASS SOUND ATTENUATING BATT INSULATION TO 2 ABOVE CEILING (UL DESIGN NO U465) NOTE PROVIDE SLAT BOARD ON THE SIDE OF ALL WALLS FACING TOWARDS THE RETAII FLOOR AREA AND ON BOTH SIDES OF ALL WALLS WITHIN THE FOOTPRINT OF THE RETAIL AREA FINISH SYMBOL ROOM No 100 FLOOR FINISH WALL FINISH BASE FINISH LEGEND FLOORS 1 CARPET 2 CERAMIC TILE 3 VINYL COMP TILE 4 SHEET VINYL 5 SEALED CONCRETE BASES A VINYL B CERAMIC COVE C WOOD D NONE WALLS V PAINTED CMU/CONCRETE W FULL HEIGHT CERAMIC TILE X 40 HIGH CERAMIC TILE WAINSCOAT Y GYPSUM BOARD EPDXY PAINT Z GYPSUM BOARD PAINTED CEILINGS A SUSP 2 X 2 ACOUST TILE/GRID B PAINTED GYPSUM BOARD ARDWARE LEGEND 11/2 PAIR BUTTS 1 EA LEVER PASSAGE SET 1 EA STOP 3 EA SILENCERS 1 1/2 PAIR BUTTS 1 EA LEVER PRIVACY SET 1 EA CLOSER 1 EA STOP 3 EA SILENCERS 1 1/2 PAIR BUTTS 1 EA LEVER LOCK SET 1 EA CLOSER 1 EA STOP 3 EA SILENCERS 1 1/2 PAIR BUTTS 1 EA LEVER LOCK SET W/ PANIC HARDWARE 1 EA LOCK GUARD 1 EA CLOSER 1 EA STOP 1 EA THRESHOLD 1 EA WEATHERSTRIPPING 1 1/2 PAIR BUTTS 1 EA LEVFR LOCK SET 1 EA CLOSER 1 EA STOP 1 EA FIRE GASKET SET 1 EA DOOR SWEEP HARDWARE AS SUPPLIED BY DOOR MANUFACTURER 3 PAIR BUTTS 1 EA LEVER PASSAGE SET 1 EA DUMMY LEVER 1 PR FLUSHBOLTS INACTIVE LEAF 1 EA STOPS 4 EA SILENCERS SET S i PAIR BUTTS I EA LEVER LOCK SET I EA LOCK GUARD I PR FLUSHBOLTS INACTIVE LEAF I EA CLOSER 1 EA THRESHOLD I EA WEATHERSTRIPPING I EA STOPS 1 EA SILENCERS SET R PAIR FLOOR AND TOP PIVOTS 1 PR FLUSHBOLTS INACTIVE LEAF 1 EA CYLINDER DEAD BOLT 1 EA CLOSER I EA THRESHOLD 1 EA WEATHERSTRIPPING I EA STOP I EA STANDARD/ CLASSIC PUSH/PULL SET SET Q I PAIR FLOOR AND TOP PIVOTS J EA CYLINDER DEAD BOLT LU QN 0 N a Q` N a N ry ro a N N M a rW r4 co WM�M O Op Q n � U-) LI Lm fir^ ham,— V Z F- �� "4*Z o Z o � Co Z C1 cQ(� r..7 0 Nw G "M E.. LL 0o �Un z o aG O . V V G V ~ Z Cr Z tw7 w 0 Q U ce Q N .Fd N O� rn co 00 U co WM�M O Op Q n � U-) LI Lm fir^ ham,— V W r rn�NN �� "4*Z OM W _C:14 o � Co Z C1 cQ(� r..7 0 Nw G "M E.. LL X UJ J 0. V w J a z V a W m J EA CLOSER 1 EA THRESHOLD M 000% 9 EA WEATHERSTRIPPING 1 EA STOP 11 EA STANDARD/ CLASSIC PUSH/PULL SET DESIGN BUILD web maldesfgnbulld com email info@maldeslgnbudd corn DOOR SYMBOL DOOR No Date 09 13 2011 Sheet Scale AS SHWN 111 a 1 YHDVV �Dawn SBC�-DOOR T1PE SET Checked DTM 101 FRAME TYPE Approved A100 Prof ii zo11 oos of 24 0 0 0 0 0 0 0 NORTH EXTERIOR ELEVATION 3/16 =1 0 1 a AY DICAL :AVE HEIGHT N N 129-0 M O N N )F PARAPET 126-0 LL - )F PARAPET 12T -5 - OF OF OPENING W 117 —4 > F OPENING/ F WAINSCOT 117 —4 _ _ ^ NISH FLOOR 100-0 W Q N N N N M M O N N M O N N LL - Ln V W W > > z. Z a V -r LLJ 13- V R, e o z m VI W g o� M W U N O aT�i chNC)O — WMCf) M O O a ~D W �� d O Z w oLl -o= Z O W Q co N w O C-4 W W O Vu - m M w a l7 J w 0 Q V Q .- N M Z X W LL - O V W W > > z. Q a V -r LLJ 13- V R, e V U-1 m N. 0-- g o� M W U N O aT�i chNC)O — WMCf) M ~D W �� d O Z w oLl -o= Z W Q co N w O C-4 W X W LL - O V W W > > z. Q a V -r LLJ 13- V < < V U-1 m ■ DESIGN BUILD web maidesignbuild com email info@maidesignbudd com Date 09 13 2011 Sheet lPScale AS SHWN Drawn SBC HA -201 Checked DTM Approved DTM 3/tb = 1 0 8 of 24 Pro) # 2011 005 a 1b a 0 V —100---o— SOUTH EXTERIOR ELEVATION 3/16 =1 0 Q 0 N p N V N C, N M T M O N N r M o N N .I Ci 1' 1 I 0 U w W > > Z Z FN - V Lij U Q <( o z CIO 1 V, W 4—JU tn o�Mo0O U N co M cv O C) . o w M cY) cY) � 0 0 Q W U) amu' N CV Oz�� w Q 0) p O u-pZ a) * pm0% FUTURE MF ANT 1 ail 3 FUTURE 1 ENAN'F 2 800 CFM 800 CFM CDP -5 l � CDP -5 14 A 14"0 HVAC FLAB GENERAL NOTES: I. ROUTE CONDENSATE DRAIN FROM EACH AHU TO EXTERIOR WALL, THRU WALL a DOWN. TERMINATE ABOVE GROUND IN GREEN SPACE. PROVIDE 1 1/4' DRAIN FOR AHU I - 5 81 7, 1' DRAIN FOR AHU-6. 2. ROUTE REFRIGERANT LINES FROM EACH AHU THRU ROOF TO RESPECTIVE cu. 3. PROVIDE MOTORIZED DAMPER IN O.A. INTAKE. DAMPER TO OPEN TO .SET VOLUME POSITION WHEN RESPECTIVE SYSTEM CYCLES ON, CLOSE WHEN SYSTEM CYCLES OFF. 4. LOCATE FILTERS IN AHU HOUSING - NO FILTERS IN RETURN GRILLS. 5. DUCTWORK FOR SYSTEMS 1 THRU 5 SHALL BE EXPOSED FIBER -DUCT a SUPPLY DIFFUSERS SHALL HAVE HARD INSULATED METAL DUCT FROM MAIN TRUNK TO DEVICE. THERE IS NO CEILING IN THESE AREAS a DEVICE SHALL BE SUPPORTED BY SUSPENDED HARD DUCT (EXCEPT FOR RESTROOMS a HALL AREA WHICH HAVE A CEILING - DEVICES SHALL BE FED BY FLEX -DUCT). 6. SYSTEMS 6 81 7 SHALL BE INSTALLED WITH OPEN SUPPLY a RETURN PLENUM AS INDICATED - DUCTWORK a AIR DEVICES TO BE COMPLETED UPON FUTURE TENANT BUILD -OUT, 7. RETURN GRILLS FOR SYSTEMS I THRU 5 SHALL BE EXPOSED, SUPPORTED BY RETURN DUCT. 8. COORDINATE EXACT AIR DEVICE LOCATIONS WITH LIGHTING LAYOUT. KEY NOTES: L!J RESERVED. OPEN RETURN PLENUM. 0 CONDENSING UNITS RACK MOUNTED ON ROOF. ()6'o EXHAUST UP TO ROOF JACK. LOCATE SIDEWALL EXHAUST HIGH ON WALL. Q GREENHECK EHH-601D 24`x24' SCREENED INTAKE LOUVER WITH RAINSTOPS a GUTTERS. INSTALL PER MANUFACTURER'S DIRECTIONS. LOCATE HIGH IN WALL. OUTDOOR AIR CALCULATIONS y 75 PPL MAX. AVG. OCC, x 16 CFM = 1200 CFM O.A. 1400 CFM O.A. PROVIDED (350 CFM EACH AHU) AHU-5 20 PPL MAX. AVG. OCC, X 17 CFM = 340 CFM O.A. 400 CFM O.A. PROVIDED AM& 50 PPL MAX. AVG. OCC. X 10 CFM = 500 CFM O.A. 500 CFM O.A. PROVIDED Ati.l�.Z 50 PPL MAX. AVG. OCC. X 10 CFM = 500 CFM O.A. 500 CFM O.A. PR VIDED STORAGE 1500 SQ. FT. X 0.12 CFM / SQ.FT. = 180 CFM O.A. 300 CFM O.A. PR6VIDED VIA EXHAUST. U) '�.. is 1n T ' .. n._... _ .._....__ .. _ w I w ... _._- .......__ .. ... .. .._ V7 w { w w ; U) O cn vl HVAC FLAB GENERAL NOTES: I. ROUTE CONDENSATE DRAIN FROM EACH AHU TO EXTERIOR WALL, THRU WALL a DOWN. TERMINATE ABOVE GROUND IN GREEN SPACE. PROVIDE 1 1/4' DRAIN FOR AHU I - 5 81 7, 1' DRAIN FOR AHU-6. 2. ROUTE REFRIGERANT LINES FROM EACH AHU THRU ROOF TO RESPECTIVE cu. 3. PROVIDE MOTORIZED DAMPER IN O.A. INTAKE. DAMPER TO OPEN TO .SET VOLUME POSITION WHEN RESPECTIVE SYSTEM CYCLES ON, CLOSE WHEN SYSTEM CYCLES OFF. 4. LOCATE FILTERS IN AHU HOUSING - NO FILTERS IN RETURN GRILLS. 5. DUCTWORK FOR SYSTEMS 1 THRU 5 SHALL BE EXPOSED FIBER -DUCT a SUPPLY DIFFUSERS SHALL HAVE HARD INSULATED METAL DUCT FROM MAIN TRUNK TO DEVICE. THERE IS NO CEILING IN THESE AREAS a DEVICE SHALL BE SUPPORTED BY SUSPENDED HARD DUCT (EXCEPT FOR RESTROOMS a HALL AREA WHICH HAVE A CEILING - DEVICES SHALL BE FED BY FLEX -DUCT). 6. SYSTEMS 6 81 7 SHALL BE INSTALLED WITH OPEN SUPPLY a RETURN PLENUM AS INDICATED - DUCTWORK a AIR DEVICES TO BE COMPLETED UPON FUTURE TENANT BUILD -OUT, 7. RETURN GRILLS FOR SYSTEMS I THRU 5 SHALL BE EXPOSED, SUPPORTED BY RETURN DUCT. 8. COORDINATE EXACT AIR DEVICE LOCATIONS WITH LIGHTING LAYOUT. KEY NOTES: L!J RESERVED. OPEN RETURN PLENUM. 0 CONDENSING UNITS RACK MOUNTED ON ROOF. ()6'o EXHAUST UP TO ROOF JACK. LOCATE SIDEWALL EXHAUST HIGH ON WALL. Q GREENHECK EHH-601D 24`x24' SCREENED INTAKE LOUVER WITH RAINSTOPS a GUTTERS. INSTALL PER MANUFACTURER'S DIRECTIONS. LOCATE HIGH IN WALL. OUTDOOR AIR CALCULATIONS y 75 PPL MAX. AVG. OCC, x 16 CFM = 1200 CFM O.A. 1400 CFM O.A. PROVIDED (350 CFM EACH AHU) AHU-5 20 PPL MAX. AVG. OCC, X 17 CFM = 340 CFM O.A. 400 CFM O.A. PROVIDED AM& 50 PPL MAX. AVG. OCC. X 10 CFM = 500 CFM O.A. 500 CFM O.A. PROVIDED Ati.l�.Z 50 PPL MAX. AVG. OCC. X 10 CFM = 500 CFM O.A. 500 CFM O.A. PR VIDED STORAGE 1500 SQ. FT. X 0.12 CFM / SQ.FT. = 180 CFM O.A. 300 CFM O.A. PR6VIDED VIA EXHAUST. U) U) U) 1n w w I w I w a U) V7 w w w w U U) O cn vl w w w w o to 1H I N (V N o — a> r ®®Q z Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 w U) �z <t w �? wx U)o zW 0 z Ir F W LL 0 Z A Smp w O W a, N rn N O M J J w W z m U_ O J U < w O p JQ LU V w a -, w d- O W � co i� ENGINEER SEAL `'1yNrt11E11111111 SVg9 * ; No 982 do • w �3 ATE a. 0 • �/ �. Ile, fA�Afilill!!>>. Eric J. Svoboda, PE P.E. No. 60982 TWSE W.M13, ALO% VITH TIE a CEPTS Ak W 1E3= PRESE111ED MUR ARE INffJM KY FIR Of SPEMC PINFW RED 0" ff FORT PfEREE ENWEI:RAS, M FM VIEW TIEY DERE PREPAREA REIAE 1R DfOU RUWa ON TKSE DOCZAfNTS VITIDUT WITTEN NMMIIATDR ARD ADAPIAIM DT FWT PIERCE EIaGDrE1RD 4 IRC. VAL 1E VITIM UADIUTY 10 TIE M CEP QfTX1MZ RRT PIM E1iGD[DiM DIG &L RMS RESERVED. SHEET 'TITLE HVAC PLAN I$SUE DATE: 03-14-2012 DRAWN: EJS APPROVED: E JS DRAWING NUMBER M-2 lciE cop-, SHEET 2 of 3 12004-02 w M o_ w w w w � � 3 � O O O O Z z w W w w Q O Uj w w w w vi cn cn cn w w w w of a_ M a to 1H I N (V N o — a> r ®®Q z Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 w U) �z <t w �? wx U)o zW 0 z Ir F W LL 0 Z A Smp w O W a, N rn N O M J J w W z m U_ O J U < w O p JQ LU V w a -, w d- O W � co i� ENGINEER SEAL `'1yNrt11E11111111 SVg9 * ; No 982 do • w �3 ATE a. 0 • �/ �. Ile, fA�Afilill!!>>. Eric J. Svoboda, PE P.E. No. 60982 TWSE W.M13, ALO% VITH TIE a CEPTS Ak W 1E3= PRESE111ED MUR ARE INffJM KY FIR Of SPEMC PINFW RED 0" ff FORT PfEREE ENWEI:RAS, M FM VIEW TIEY DERE PREPAREA REIAE 1R DfOU RUWa ON TKSE DOCZAfNTS VITIDUT WITTEN NMMIIATDR ARD ADAPIAIM DT FWT PIERCE EIaGDrE1RD 4 IRC. VAL 1E VITIM UADIUTY 10 TIE M CEP QfTX1MZ RRT PIM E1iGD[DiM DIG &L RMS RESERVED. SHEET 'TITLE HVAC PLAN I$SUE DATE: 03-14-2012 DRAWN: EJS APPROVED: E JS DRAWING NUMBER M-2 lciE cop-, SHEET 2 of 3 12004-02 ........ ...... .. ..................... .......... .............. .................... ................... ....................... ..................... .............. ............................ ........... ... ... ......... I—— ........ .. ..... .......... .................. ............ .. ....................... . . ... ......... .................... ................ . ............. ........................................ ....... ..... .... . . .. ........ .... CONTACTORS #3 WEATHERTIGHT WIREWAY WITH -7 AND TIME CLOCK WITH A WP -ON ROOF— METER' AND DISCONNECTS MANUAL OVERRIDE WATER HEATER -4.60 8MOUNTED BELOW PANEL 208V IPH . . . .... . . ................ ir . ..... TELEPHONE PANEL ............ ........... ........... ............. .. . ......... . ................. ............... ........ ................... ............. 1.,..,..**..,.. **.1 ........... . ........ ............ ... . ................... . ......... 8P2 ....................... BACKBOARD .. . .... . ..... . ......... . P P2-6 ..... .... ....... . . ... . . .... ........... ... . ..... ... ........... ...... . ............. .. ::� v:::1 -4 1 - .... i. I - * . ....... ............ 2-6 . . . .. ..... ....... . 8 . ..... .................. .................. ........ 1 fi �_4 P2 6 8 ............. ............. ................... 16 18 JfiP3- P3-4 R L-03-3 !i!, REFER TO DETAIL P3_ F ZI, P2-4 P3-,' 4 i3OAR P22-19 (2)#10 EF -I sm�• NF 1U_3 (2)#10 & P3-13-15;17 QL C EES P3-19;21;23 PANEL! (1)#1 OG. -IN 1/2� 60AR EF - I 1 OG P-31 P2-37;39 P3- 4:26 3R_ IN 1/2' 0,70N ROOF C. (2412 61 (1412 .. . ... ....... P2:3 ..... ... ............ ...... ..... . 4'_ ............... NF I SZ Sift P3-13 CONNECT TO LIGHT CIRCUIT (TYP) (TYP) (346 8 (0#1 G-.+ __"-�IN 3/4' C. P2-4 ............. IN I' C. P22-20:2 P2-4 EF -211', ..... ..... ... .. P3- S 60AR M ONNECT TO LIGHT Cl C IT 60AR NF 2 '60 OAR 311 8 313 NFJ ........... 1CONTACTORS #1 P2-4 i25;27;29 ...... . 28;30 P2-31;33;35 P6 (348 a P2 32;34;36 P2-26; (3�#6 a (1410G. JJ P3§,,7-9;11 WC IN 11 C. ......... . ............. P2-12 . ....... ... .......... 'AND #2 .......................... C. P2-4 J iF-2 (348 a (1: -22' Oil !AND TIME CLOCKS P2-1 -I.." ;� PANEL 1P 1#10G. 60AR -8;10;12 -14:16:18 IN! Is C. P6 P3-8;10;12 EF ffP2-6 PANEL 'P-2' MITH MANUAL ........ .... . ...... ...... ..... ......... ................ 1OVERRIDE P3_14; P3-3 sma' -:3- ........... I P3_ .... ............ ... ....... ..................... P2-13;! . ... .... ... ... .... .... ... . .... ...... .. ....................... L WATER "­ '_ HEATER-3.OKW -21 -16.- LOCA q ............ ............ ................... .......... LOCA P3 P3 CATION Of!"' RECEPT.S 208V IPH RECER.S P3-22 TO BE COORDINATED IN FIELD A P2-10 (34013 (1410G. RIOR TO ROUGH -IN. (TYP) .. .... ........... P2-6 TO Bt ........................................................................ .... .. . . .. .. ...... . . .... . ....... ....... ..... "COORDINATED IN P2-6 F L PRIOR TO P3-22 ............. ............................ ...................... IE P2-9 ! OUO -9 P-2 R -IN. (TYP) A ................ P3-22 . .......... iP3-23 6P3 -I[7 P3-20 0, P2-10 P3-20 P3-16 .................... ............................................................. P3-16 P3-20 Q(Dt8 P3 -16P3 -16P3-16 P3 Q Q P3-20( -18 p3_189 P3-18 .... . ...... .. ............... ... .................. . Qp3 . . ......... (I tth A P5 -2f P5_20 2-10 All PANEL P6-2011 PROPOSED LOCATION FOR FUTURE PANEL 'P-4' ............................................. ............... 17760AR SPARE 2"PVC CONDUIT w --A WITH PULL STRING TO F P5=7;9;11 EXTERIOR WIREWAY. NF r (3)#8,6 (1)#IOG. (3)#8 (1410G. IN Is C.: IN Is V: ...........................................................< 5CD 2-10 ................. ......................................... P5 -200--i" P5-2 jfl iN ...................... . ...... ZZ: P5_5 is . ................. SHOW WINDOW RECEPTACLEIH 10 li ...... ....... .... ................................................. P55% SHOW WINDOW RECEPTACLE JjJ�l SHOW WINDOW RECEPTACLE? i — - -fl ;: I P5-20 ............................................... 20 6 qp P5 QP6- -4 ..14 .. . .... ...... :11'ik . . .•. ........ ... .... . ...... ..... ... ..................... SH',0W WIN P RECEPT�CLE SHOW1 WINDOW RECEPTACLE ........ ... ... ......... .... ...... ................................. . ....... P22-6 : : ....... ...... .................................. ...... .... P22-2 P22-4 0e, P2-7 P2-7 Ma M9 1 P2-7 60AR alio— pip a, P2 -l!);21;23 ow 8 (1)#IOG. IN 11 C. 6OAR NF P2-20,-22;24 a (0#10G. IN I' C. 60AR P2-14:16:18 (3)#8 a (0#10G. P2 7 IN Is C. P2-7 P22-5 !'I► POWER SYSTEMS FLf�.N SCALE 1/8 = 1'-0" P2-9 P22-1 P22-3 P2-7 A -FRAME. EXACT LOCATION AND SPACING T BE COORDINATED WITH QfNEIR A, ID TCHITECT PRIOR 0 ROUG -1 P2-9 SHOW WINDOW1 RECEPTACLES Yew I UJ 0 F- F- F F- tr 0� ro w Lo n I T uj N cm 101 Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 6724636 Fax: 772 672-4637 0 tr 0� ro w w Z w w Cc ?1 I—_j U) U_ 0 0 0 D V) U_ w z 0000 —0 Q LLJ '-4 0 0) D (\j w C\j M z 0 W W 0 a cL 5- S2 Uj 0 0 LU LLI < W U) w LLI X_ cr Lo n I T uj N cm 101 Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 6724636 Fax: 772 672-4637 rn rn cli > _j -J LL < n < z z < 0 0 > _j < Z Q) V) < Uj U < D w 0 3 – w 0 0 Q_ Ir co < CwL PQ a- Go Q t ENGINEER SEAL 0 E N 61580 X Z: Al C) R % IffiONA Timothy C. Trewyn, PE P. E. No. 61580 THM MUM &M VIN 71F MMU IN CR X= MOM HUM W NOW XY FOR DE VU= MW 00 aMff UF W FM VOWK ff- FM w= TIC vw WA" RM of DMR REIM" UK nm Ropm vrraff MUD( NinowTIEN Me AMATO JY My FUM MMM M VKL X %nmw um"y M Tw S&W- Cwymff em FM nw 068com W_ #a REM NESUM SHEET TITLE ELECTRICAL POWER SYSTEMS PLAN ISSUE DATE- 03-14-2012 DRAWN- ACT APPROVED: TCT DRAWING NUMBER ny E 2 SHEET 4 OF 7 V004-02 0 0 ro w w w Cc a0 I—_j U) U_ PQ F- Lj z z D V) U_ w z 0000 —0 Q LLJ '-4 0 0) D (\j w C\j 0 C\1 2 ro rn rn cli > _j -J LL < n < z z < 0 0 > _j < Z Q) V) < Uj U < D w 0 3 – w 0 0 Q_ Ir co < CwL PQ a- Go Q t ENGINEER SEAL 0 E N 61580 X Z: Al C) R % IffiONA Timothy C. Trewyn, PE P. E. No. 61580 THM MUM &M VIN 71F MMU IN CR X= MOM HUM W NOW XY FOR DE VU= MW 00 aMff UF W FM VOWK ff- FM w= TIC vw WA" RM of DMR REIM" UK nm Ropm vrraff MUD( NinowTIEN Me AMATO JY My FUM MMM M VKL X %nmw um"y M Tw S&W- Cwymff em FM nw 068com W_ #a REM NESUM SHEET TITLE ELECTRICAL POWER SYSTEMS PLAN ISSUE DATE- 03-14-2012 DRAWN- ACT APPROVED: TCT DRAWING NUMBER ny E 2 SHEET 4 OF 7 V004-02 V V p P22-18 v P22-18 FZ—Z — 00 PZ—Z — 00 PZ—Z — au D PZ—Z Go !!.j ,: o K 4 I 0 P22-16 ' r P2-2 0,,,3P22-17 s f A A in cn i{ P2-1 cry B � � y� PANEL (�)® ......... f i o �Ig »P �» ( (4) CONTACTORS AND a 1122-17 v .) P2 -l":'- CLOCKS WITH MANUAL 1$ P22418 "' v' ^ ' PANEL !OVERRIDE REFER TO SI i 1. P2 -15A A I) h ■D_N 1 1E-5 FOR DETAILS, J JQ P22-12 9J 0 P22-1Jn P22-1 It 9 JQ JQ OQ On P2-13 Q s 1 n 0 P22-16 P2-14 s - P22- P P22 -1J; EAI. BATTERY UNITS MOUNTED ON D BUILDING STEEL LOCATIONS TO BE� D D © COORDINATED IN THE FIELD. T) PICAL P22-11 JQ _JQ J J -J0 _JQ _JQ 1 P s P22-11 n P22 13 s P22-10 n P22-12 s P22 16 n P22 14 s P22 16 n P22-15 ' a J J . _.. . JQ J J J J Q P P22-13 1 2 Q P22-16 P22 -14Q P22 -1P22 -1s i P22-15 p KQ INSTALL MIN. 18' ABOVE HIGH BAY FIXTURES P22-17 NL INSTALL HIGH WATTAGE CFL MIN.. 65W J Q J0 J J _ J _ `10 J JQ i P22 -13s P22-11 n P22-13 s P22-10 n P22 12 s P22-16 n P22-14 s P22-16 n P 22-:151 P. D� p D 1. >...... • JQ JQ JQ J QQJ J Q P22-11 n Q -16 n P22-14 s -1 -12s P22 s P221 n P22 P22-0 P22P P22-15 p I.. i� J J J J J J J J J P22-13 Q s P22-11 Q n P22-13 Q s P22-10 Q n P22-12 Q s P22-16 n P22-14 p s P22-16 Q n P22-15Qp D D D J J J J J J J J P22-11 Qn P22-13 Q s P22-11 n P22-12 © s P22-10 n P22-1 d[ Q s P22-16 Q n P22-14 Q s P22-15 p J J Q Q J Q J © J Q J P22-16 Q J Q J J Q 9Q P P22-13 s P22-11 n __..:...............___..___.._._.__...._.�.____......_ P22-13 s P22-17 NL _ P22-12 s n P22-14 s P22-16 n P22-15Qp P22-$ �p P22 -8 P22-8 ©p P22-8 P22�-8 Q P22-11 Q P22-8 Q P22-8 � p p p p p p ;i gi v . , F ........ ................. .f• ;.......... .... ......... ............ .. ........ .. ... ..... it it _........... _.. _ ;................ .. wa LIGHTING SYSTEMS FL,4N SCALE 1/8" = 1'-0" TIME LIGHTING SYSTEMS NOTES INSTALLING CCNTRACTOR SHALL CAREFULLY EXAMINE AND CARRY OUT THE RETAIL AREA LIGHTING PLAN AS SHOWN PER OWNER DETAILED SPECIFICATIONS. 1. SEE LIGHTING CONTROL DETAILS ON SHEET E-5, 2. NO FIXTURES ARE AIR -SEALED. UNDERSIDE OF ROOF DECK IS INSULATED. 3. AT LEAST 50 PERCENT OF PERMANENTLY INSTALLED LIGHTING FIXTURES ARE SPECIFIED WTI] HIGH EFFICACY LAMPS PER FBC 404.1. 4. ALL BATTERY POWERED EMERGENCY LIGHTING UNITS ARE TO BE CONNECTED AHEAD OF TIME CLOCKS, BUT STILL BE CONNECTED TO THE SAME GENERAL LIGHTING CIRCUIT IN THE AREA COVERED BY THE LIGHTING UNIT TO PROVIDE LIGHTING IN THE EVENT OF A UTILITY POWER OUTAGE. 5. 'K' FIXTURES ON CIRCUIT P22-17 NOT ON LIGHTING CONTROL FOR SAFETY OF EMPLOYEE OPENING AND CLOSING THE STORE AND FOR THE NIGHT LIGHT. h h 1— a U U U c[ M N Ifn I N T N a I � I � 0O 0 0 ®� a Z Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 h h x h SHEET 5 OF 7 w 12004-02 Z) h In I- Q U w� z a � zw wa Lo Z A C)w :j w w '!K U NW F- 3r 3 x 0 0 w z a Ir p w w a p a- CL vi < r U o it W w SL) rn o w w 0 o w o: a M N Ifn I N T N a I � I � 0O 0 0 ®� a Z Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 M N Q to > J J � W w z in 0 F- Q Z Q Q w Z !- z W U ~ U a " 0 -) w G W w w a [� pq a co U ENGINEER SEAL 011,111111111 No 61580 w 4 ± ..tl r (�� w I 'h ls CC " [ p R >, d ,.• C?��,� fete, = ! Timothy C. Trewyn, PE P. E. No. 61580 - 7I[SE =Mns, &X vPIN TIE f11iC n Re In D.si91t PIESOM IE" ARE MEMO DLY FM THE S UXX PUtl'aCE NO a" D PIAT PlERLE D NEEM DIC FM MOM Tw vM M"A" REUSE DR If Fou puma UN nm s wens Man VWM NJIF"wTDII to fWTATMN )Y FIXT MXE EIR;➢CE K W. Wa x Vtnuff ttAULtIY Ta TIE $NL C6 TWQR QaEWL FIXE PERCE ENGDEEABiG, Rc. AtL RHIII's RF]ERVEI SHEET TITLE ELECTRICAL LIGHTING SYSTEMS PLAN ISSUE DATE: 03-1442012 DRAWN: TCT APPROVED; TCT DRAWING 0 0 SHEET 5 OF 7 w 12004-02 Z) In I- Q w� a � zw wa Lo Z A C)w w . r 0 -1 vj '!K U NW M N Q to > J J � W w z in 0 F- Q Z Q Q w Z !- z W U ~ U a " 0 -) w G W w w a [� pq a co U ENGINEER SEAL 011,111111111 No 61580 w 4 ± ..tl r (�� w I 'h ls CC " [ p R >, d ,.• C?��,� fete, = ! Timothy C. Trewyn, PE P. E. No. 61580 - 7I[SE =Mns, &X vPIN TIE f11iC n Re In D.si91t PIESOM IE" ARE MEMO DLY FM THE S UXX PUtl'aCE NO a" D PIAT PlERLE D NEEM DIC FM MOM Tw vM M"A" REUSE DR If Fou puma UN nm s wens Man VWM NJIF"wTDII to fWTATMN )Y FIXT MXE EIR;➢CE K W. Wa x Vtnuff ttAULtIY Ta TIE $NL C6 TWQR QaEWL FIXE PERCE ENGDEEABiG, Rc. AtL RHIII's RF]ERVEI SHEET TITLE ELECTRICAL LIGHTING SYSTEMS PLAN ISSUE DATE: 03-1442012 DRAWN: TCT APPROVED; TCT DRAWING NUMBER -ryt` o ply SHEET 5 OF 7 12004-02 C. 0. 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GREASE INTERCEPTOR PROCEPTOR /GMC -1000 3 -TOTAL FORf00-GPD -...._....._... ... .... ------ - ..._� T 1 WATER PIPING j �.1-1/2"CW UP I'I ! FROM BELOW FL ,j i it I ! I I `I I f I ' ; iI I Emi _ f€ ti - 2 rLITUI'L UTUR ii I !!` dii , I I , ij I 1 5—WSFU s !, I FINISH FLOOR ELEV. 9.QQ TENANT � TENANT Ji II 1 Fwc 1 0 -- i E ! I I 1 - ------ u-- i!� jll i i � l ii i - �:' 1/2FDROP — �� -'I H,� 1 1 Ili it I i i I:i llI li ! ._... _ ........ - Y Y ................ .. .` `, . . , I 3/4" WATER METERS II 1 I w/ 3/4" REDUCEq PRESSURE BACKFLOW PREVENTERS I t I�yyi>4- I x2-90' w 1" REDUCER / FLUMBING FL/4N I I hvv►�-- j SCALE 1/8" �442-TEE w/ 1" REDUCER 3/4" WATER METERS l w/ 3/4" REDUCED PRESSURE1„ t 4" BACKFLOW PREVENTERS _ - - PROPERTY LINE (n w wi W V) I W V) w (n 1 w ii a to+L000 w w w w W W W U 4 CL > 0 0 > >0 M M 0� 0 (D w w w Q� IM w w w w w 0 0 0 0 0 M M 0� x x W W W W W rn a_ w a ci a o U) M 0 w z z z z z W 0 0 0 0 0 w w w w w Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 rn w U) t- c w� w� U)0 LLL z xIr t- w L` o Z Q 0 til Cj w Q 0 W rn U N zi N > J J u— w W z m 0 I— Q z L) z w 0 0 Q U) a w U w Q U � W O W 0 6 a n� W co E� ENGINEER SEAL ty�t,toet't�e�t���r O 1 N 0962 •'` �. 0%. STATE OF 4J a0 w Eric "J°'t3wwal, PE P.E. No. 60982 TKSE DOOMMS, 406 WITH NE MW13 MIA OR KSKM PRESENTED K" ARE KEMED RLY FOR THE SPECIFIC PLRFUSE AND MOR 6 FORT PEACE ENGUEEBRIO, AIF FOR WHICH NEY WFA PREPARED, REUSE OR AD'WM REI -ME W THESE DOC MIS VITW WRITTEN AURORQATION AND ADAPTATIEN BY FORT PIERCE ENGDEMF% AIC. 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NOTES: 1. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE PROJECT BENCHMARK (NAVD 88). 2. THE BOUNDARY LINES, BEARINGS AND DISTANCES SHOWN HEREON WERE PROVIDED IN THE FORM OF A CAD FILE FROM THE ENGINEER OF RECORD. SAID INFORMATION WAS FIELD VERIFIED AND MATCHED WITHIN ACCEPTABLE TOLERANCES. j 3. SOME FEATURES SHOWN HEREON ARE EXAGGERATED FOR PICTORIAL PURPOSES. 3 11 GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. 0 LEGEND: x+ = EXISTING SPOT ELEVATION D=DELTA R = RADIUS M ' = AS -BUILT SPOT ELEVATION xb A =ARC CH =CHORD P T =BENCHMARK R&M = RECORDED & MEASURED = NEW STORM PIPE EL. = ELEVATION N NAVD = NORTH AMERICAN VERTICAL DATUM ® = CLEANOUT CMU = CONCRETE MASONRY UNIT = DRAIN BASIN TOB = TOP OF BANK ADA = AMERICANS WITH DISABILITIES ACT . = STORM INLET PVC RCP = POLYVINYL CHLORIDE = REINFORCED CONCRETE PIPE ® = STORM MANHOLE NO. = NUMBER SD = STORM DRAIN x4r t = POND BOTTOM N = NORTH = ASPHALT PAVEMENT S = SOUTH E = EAST = POND SLOPES W = TYP. WEST = TYPICAL = CONCRETE NOTES: 1. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE PROJECT BENCHMARK (NAVD 88). 2. THE BOUNDARY LINES, BEARINGS AND DISTANCES SHOWN HEREON WERE PROVIDED IN THE FORM OF A CAD FILE FROM THE ENGINEER OF RECORD. SAID INFORMATION WAS FIELD VERIFIED AND MATCHED WITHIN ACCEPTABLE TOLERANCES. j 3. SOME FEATURES SHOWN HEREON ARE EXAGGERATED FOR PICTORIAL PURPOSES. 3 11 GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. 0 I a Q 0) rn o LO - c a -i tti' O °FQ0°'�xo°' o� �V)N a� �o o cnau- 0 0 0 .p N +� O s-- a?C a) CON OUO�°^•.E"�O�C opcv) >c,cupco: fY � OCL 0 �� L_ I� N oL �00�_E00 LL pcp 030L-> Ii- �0 -a QU-0-0 V-0V)i3: 0 Protect,: 2012-60 Drawing #: PD- AB PD -AB Sheet 1 of 1 This survey is for the sole and exclusive benefit of the parties named hereon and for the specific purpose noted, and must not be relied upon by any other individual or entity whatsoever, and is not transferable under any circumstances. No liability or responsibility is assumed by the undersigned surveyor for any other use of this survey or to any party not specifically named hereon. This drawing is not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper, and reproduction of this drawing without written permission of the surveyor is hereby forbidden. CERTIFIED TO: DOUG WILSON ENTERPRISES INC. M M ' P T N N ao o� o� U a 3 c uolslna� I a Q 0) rn o LO - c a -i tti' O °FQ0°'�xo°' o� �V)N a� �o o cnau- 0 0 0 .p N +� O s-- a?C a) CON OUO�°^•.E"�O�C opcv) >c,cupco: fY � OCL 0 �� L_ I� N oL �00�_E00 LL pcp 030L-> Ii- �0 -a QU-0-0 V-0V)i3: 0 Protect,: 2012-60 Drawing #: PD- AB PD -AB Sheet 1 of 1 This survey is for the sole and exclusive benefit of the parties named hereon and for the specific purpose noted, and must not be relied upon by any other individual or entity whatsoever, and is not transferable under any circumstances. No liability or responsibility is assumed by the undersigned surveyor for any other use of this survey or to any party not specifically named hereon. This drawing is not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper, and reproduction of this drawing without written permission of the surveyor is hereby forbidden. CERTIFIED TO: DOUG WILSON ENTERPRISES INC.