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HomeMy WebLinkAboutPlans - Arch - cristelle cay - 1908-0214rev Pgs 01-19C CRISTELLE GAY CONDOMINIUM HUTCHINSON ISLAND INDEX OF DRAWINGS ARCHITECTURAL DRAWIN65 STRUCTURAL DRAWIN65 ELECTRICAL DRAWIN65 DWG NO. DRAWING CONTENTS DWG NO. DRAWING CONTENTS DWG NO. DRAWING CONTENTS AO.00 COVER SHEET $ DRAWING INDEX ci 51.1 SAILFISH FOUNDATION PLAN E-100 ELECTRICAL SPECIFICATIONS A1.00 CODE REVIEW 9 51.2 SAILFISH 2ND FLOOR FRAMING PLAN E-101 LIGHTING TABLES A1.01 SAILFISH LIFE SAFETY PLANS Cl 51.3 5AILF15H 3RD FLOOR FRAMING PLAN E-200 ELECTRICAL SITE PLAN A1.02 MAHI-MAHI LIFE 5AFE7Y PLANS 9 51.4 SAILFISH 4TH FLOOR FRAMING PLAN E-201 PHOTOMETRIC 51TE PLAN A1.10 ARCHITECTURAL SITE PLAN G 51.5 SAILFISH ROOF FRAMING PLANS E-400 GARAGE ELECTRICAL PLANS A1.20 SAILFISH GARAGE i 2ND FLOOR PLANS Q 5 2.1 5AILF15H COLUMN 6 WALL DETAILS E-401 MAHI-MAHI HALLWAY ELECTRICAL PLANS A121 SAILFISH 3RD 4 4TH FLOOR PLANS Cl 5 3.1 5AILF15H SECTIONS E-402 5AILF15H HALLWAY ELECTRICAL PLANS A1.22 5AILF15H ROOF PLANS Q 53.2 5AILF15H SECTIONS E-403 ROOF ELECTRICAL PLANS A1.23 MAHI-MAHI GARAGE $ 2ND FLOOR PLANS Q 5 3.3 SAILFI5H 5EGTION5 E-500 UNITS D E ELECTRICAL PLANS A1.24 MAHI-MAHI 3RD $ 4TH FLOOR PLANS Cl 54.1 5AILF15H GENERAL NOTES E-501 UNITS A & B ELECTRICAL PLANS A1.25 MAHI-MAHI ROOF PLANS Q 54.2 SAILFISH TYPICAL DETAILS E-502 UNITS B ALTERNATE $ G PLANS A1.30 GARAGE PLANS 1251.1 MAHI-MAHI FOUNDATION PLAN E-503 UNITS G $ F ELECTRICAL PLANS A1.32 2ND FLOOR UNIT A PLANS 1.251.2 MAHI-MAHI 2ND FLOOR FRAMING PLAN E-600 ELECTRICAL PLAN DETAILS A1.33 3RD $ 4TH FLOOR UNIT A PLANS 1251.3 MAHI-MAHI 3RD FLOOR FRAMING PLAN E-700 SINGLE LINE DIAGRAM A1.34 UNIT B PLANS 1251.4 MAHI-MAHI 4TH FLOOR FRAMING PLAN E-701 FIRE ALARM 4 COMMUNICATION PLAN A1.35 UNIT B ALTERNATE PLANS 1251.5 MAHI-MAHI ROOF FRAMING PLANS E-500 PANEL SCHEDULES $ LOAD TABLES A1.36 2ND FLOOR UNIT G PLANS 1252.1 MAHI-MAHI COLUMN 6 WALL DETAILS A1.37 3RD $ 4TH FLOOR UNIT G PLANS 1253.1 MAHI-MAHI SECTIONS PLUMBING DRAWIN65 A1.55 2ND FLOOR UNIT D PLANS 1.255.2 MAHI-MAHI SECTIONS DWG NO. DRAWING CONTENTS A1.39 3RD $ 4TH FLOOR UNIT D PLANS 125 3.3 MAHI-MAHI SECTIONS A1.40 UNIT E PLANS 1254.1 MAHI-MAHI GENERAL NOTES P-1 PLUMBING LEGEND $ SPECIFICATIONS A1.41 UNIT F PLANS 1254.2 MAHI-MAHI TYPICAL DETAILS P-2 PLUMBING PLANS - SAILFISH A1.42 2ND FLOOR UNIT G PLANS P-3 PLUMBING PLANS - MAHI-MAHI MECHANICAL DRAWINGS A1.43 3RD $ 4TH FLOOR UNIT G PLANS P-4 PLUMBING PLANS UNITS A, B $ G A2.10 SAILF15H EXTERIOR ELEVATIONS DWG NO. DRAWING CONTENTS P-5 PLUMBING PLANS UNITS D, E, F $ G A2.11 MAHI-MAHI EXTERIOR ELEVATIONS P-6 PLUMBING DETAILS A3.10 SAILFISH BUILDING SECTIONS M-1 MECHANICAL LEGEND ,sSPECIFICATIONS P-7 PLUMBING RISERS A3.11 MAHI-MAHI BUILDING SECTIONS M-2 MECHANICAL PLANS - 5AILF15H P-5 PLUMBING RISERS A4.10 STAIR SECTIONS M-3 MECHANICAL PLANS - MAHI-MAHI A4.11 STAIR 6 TRASH CHUTE SECTIONS 4 DETAILS M-4 MECHANICAL PLANS UNITS A, B 6 C A4.20 UNIT A s G INTERIOR ELEVATIONS M-5 MECHANICAL PLANS UNITS D, E, F 4 G A4.21 UNIT B INTERIOR ELEVATION5 M-6 MECHANICAL DETAILS A4.22 UNIT D G INTERIOR ELEVATIONS 2 UNIT E F NTERIOR ELE TION5 A4.24 UNIT ACGE551BILTY PLANS A6. GHEDULE5 A6.11 DOOR AND WINDOW DETAILS rr C1 W Q W z r V ) U m 0 J > LL dw ZJ Qa W Uw 00 Z� a OW J m LL U W I U cc REG. 6699 Q E s I w w 0 0 6� Zm 0� w ¢Q ¢ z z o z x U x 0 O Z Z w m W o Q N W 0 I P. '° a( n O U 0� U U� V 0- O U N © COPYRIGHT 2020 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. w w w I M 12'-10" 1Al 1'-I" 1 1 12'-9" 12'-2"I 1'-I" 2'-6' 31'-4° A 2'-10" '-10" 31'-4" '-b" 2'-6" 31'-4" 3 2 A3.1 I A3.11 I 0 � 1 ------ I --- III I, III I I I I III III III III 1r- rI III Ir r1 III I I I I I I I III III I III �r--1� �r--1rI III II I I t;J PHD I, Iii1i li III ;I i� IIi it iii II, I,I I; III I I I PHE �`I,7 TiJi 1 PHF iii I; III Ili III ;I I; ;I i1 Iii1i I III III PHG ;t II 1 III LL =_ JJ I III JL __ JJ III III I I I I III LL _ =JJ LL III =_ JJ III I II I I III III I I II II I I I II II I I III III I II I II r-� I I II II II`__JI II Jl f I / .. �-� II II -- \ � � \ I II II II I`__JI I1 / • r-� 7 Ir 11 I I I I I I I I I I 1 I I II I I I I I I I I L_-___J I I I L_____ 1 1----- _____J1 1L----- ____ JI RW 1 _I I1 ___I —_ l o RWL. '� RWL. �_____ l; RWL. II '11 ___ __I RWL. I I rrr r�l \II _I L_____ I_J ❑ L_I 1_ ❑--------___ I rr F \II I rrr�ll liJ Irr-- II/ I L J I Ilrr II/ I L J I I\ II JJII I L_J I 'mil I� I� ___ __yl L _J L _J 1 v e `. E .. I Av / v-/ '. IN9TALL9 __�� IN. - T LLI 91CdJAGE M U SECTION 102 .9 11 � �/ ® � � © I © ® II I 1023.S10W��� 3 -II" 3-I• O " G .... O� :... A - "I 5 O l `� >. 3t1^ g_p• 5'-1 b'-II' '-6" 5'-11" - -'-B" - - 9'-0" m 12CV _ - - - - _ 9'-0" 8-8 5'-II" 9'-]" 6'-II • 5�_-•_ _ S I 9'-6" 10'-5. 8" 13W 8 B'-0" 8" 8 8'-0" 8" 8• 3'-4" 10'-8" '-4 9'-6" I'-4" b'-e" I'-4• I'-4" 6'_g• 1'_q• 16'-8" 5'-1" 6'-B' 9'-4" b'-B• W-7 I5'-6" 6'-0" 15'-6" 4'-1° 6'-8" 9'-4" 6'-8" 5'-1" Ib'-B' T-0" I50'-011 M A H I M A H I A T H FLOOR PLAN PARTY WALL AND FLOORING SHALL BE INSTALLED TO COMPLY WITH FBC SECTION 120� ALL INTERIOR FINISHES SHALL COMPLY WITH FBC TABLE 803.11. (PENTHOUSE) o 50'-0" 12'-10" 11'-5" 1'-I° 1'-I" 16'-10" 12'-9' 12'-2" 11'-5" W. 3'-6° 31'-4' A 2'.6- 2'-6" 31'-4' A 2"0' '-10" 31'-4" '-6" 2'-6" 31'-4" 3'-b" A311 A311 I 0 0 O O (D O O O O O .._ I ------- r III II -__ _______ II II I II II III L— =J III II 11 L—_-_J III III I I I I I I I I I I I I II II II II III L—=J L-- J III III III 1 1 III III 1r--rl III 1r--r1 III I I I I I I III III III Ir--r1 1r--r1 III I I 3 D I Iii1i li III ;I it Ili it iii I, II I; III I j II"'�� 3 E I `IT I TIJ I 3 F iii I; III I; III ;I I; ;I ;I IIi11 I; III I 3 G i 11 �IIt II I I III LL _ =JJ III LL __ JJ III III I I I I III LL _ =JJ LL III _ _ JJ III I III III I I II I II I I III I II �-� � __ � II � -- � III II II II I r____ I I �-� I I ____�- �-� ; III � __ � II II II II r -- � II 1 �-� \ lI II / • - I � o �I I II I\\ II I I� 1 I I L_=-J L--_J I I , o r 11 �� r \ I 7 II �---------7-,I i__-- i----_-� ; , �r----------- ,�------------ i I I I , I I L----- J 11 I I IL_____ RW 1 -' � l RWL. RWL. ll F RWL. II TI J_____________ _ P.W.L. � \ __ / I Y-rrr-�i I \II _I I L____- ---__ I_J ❑ ❑ I ___________I L_I 1_ / I \II rr rrr \ I rr—ill IIJ Ilrrri ;I II; II II I 11 ILJII 11 II/ I II II; ;II III IILJII I I ' I I I I II ;I II; ;II II II II I III III I; II II I V 1 ❑ I• �� i �___ I � � � ELEV 1 F 1 \\ © O B STAI 2 o 5 3' I ^ 3' I I 12 IF F6C — — — TI I 12 a 3'-8" `a a 1 i0 v 6 v a I .9 RWL. a 9 9 RWL. ? U R . ? II 3'-4" 6'-II" 5,-6" 21,-4" 5'-6" 6'-II" 6•-B, 9,_4:, 6,-B51_11, I50'-0" TO COMP MAHI-MAHI 3RD FLOOR PLANrPTY WALL AND FLOORINGALLRNTERIORFNSHESSHALLCOMPLY WIHALL BE T FBCTALLEOTABLE803Li WITH FBCSECTION 1201 0 MAHI-MAHI 0 2 UNITS) FLOOR PLANS SCALE: 1 /811=11-011 © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. QN 1100 U I F 100 C� O to (� L.L m m 0. J >J- W �W Y Z J Qa W ❑ Q O ¢ O W ❑ Z ] Q J W � LL Z W U U W Z = CE El LL REG. 6699 W J in O O Z Z Y w o Q 0 In W F O a 0 U= 0 4 U 0 N ❑ 0 O N w C V rn _ r.�LL M 0 o� IL?�ilC 1J 31'-4' 5'-8" 31'-4" 6'-4' 31'-4" 5'-8" 31'-4' 3'-6" A3 „ I I 0 I 31'-4" 1 m 0 m 31'-4' 31'-0" 1 I I All 0' SCUPPER I 1 ROOFTOP ILL IBE SEC ANS.CCON ENT OR SHALL LL �A D ALDL TENSION CABLES OR TO FINALE I NT ANC ABSURE NO C ES WILL BE 31' 4" T� m E 0 SCUPPER SCUPPER EI D IBEEMEMBRANE VER CELLCORE R-19KSE WHITE TPOI LY ADHVE LIGHTWE T INSULATING TE. SHALL MAINTAINTO NYC .SLOPE. PRO D WALKING PADS ALL ROOF TOP EOU T. ALL FLASHI -HALL BE BTAINLE STEEL. 31' 4" 28' 0" 5, " I 1 RD. I I RD. 1 I I I RD. 22'-4" - RD. 11'-4° 9'-10" 9 a I'-10" RD. 16'-8" I 8" 9 - 5 �i II PPER ELEV 2'- M C R a 0 r 6.-8 D-0 ry 1 Y 6" - 14'-0" 1 IT 1 -- --- 1 q -Tyr e �' 23'-1° BCUF'PER � 2 mi 8"Tj 8 I -CU R 9 r 6 Y '-83/4 '-IW" 1'-4" 8 3 4" D8 3' 1'-4' I r.-IIY' ELI 0 8' ELV 0 DA D8 'I INST SEC I I 39 I I 1 T I 3 M / FBC - m - 8'- - _ ELE MAC MAC- 6 ---- ------ 23'-1" - 5'-II° -- �— I I 3'-4" 3'-4" 10'-8" 46•_2" 5'-1" 8" 6'-8° 8 6'-8" v 8 6'-g" 8" 8° 5'-1" B'-0. 8'-0. 6'-8° 6'-g"L4 16,_H•' T-0" 22'-8" 22'-8" I50'-0" MAHI-MAHI MAIN ROOF PLAN( ALL INTERIORPINI5HEB5HALLCOMPLY WITHFBCTA5LE603.11. n n zl� n /\ MAHI-MAHI (1 2 UNITS) ROOF PLANS SCALE: 1 /8"=1 '-O" © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. rr W V Q W Z W U V Z Q III LL m p J >J IL m W Z J Qa W ❑ U ¢ O W Z� Q ❑ J LL U W I U Ir REG. 6699 Q V C� Lz- O O Z Z Y w o Q VI W W F O aN ^ 00 U=U OU- U� 0-0 1'M EXERCISE ROOM FLOOR PLAN SCALE: 1 /4"= 11-0" EXERCISE ROOM REFLECTED CEILING PLAN SCALE: 1 /4"= 1'-0" T FLOOR PLAN SCALE: 1 /4"=1 '-0" 'qII/CLG. HEIGHT AL .8'� 4 CLG. HEIGHT 1.30 I L w - r 7 I ELEVATOR LOBBY FLOOR PLAN SCALE: 1 /4"=1'-O" oL 8'-O" CLG. HEIGHT W-4%"AFF. IM - 1w Sol law a 2 3 1 .30 1.: rim 8'-O" AF.F. CLG. HEIGHT 8'-43/4" AFF. CLG. HEIGHT CLG. HEIGHT CLG. HEIGHT --------------- ENLARGED LOBBY CEILING SCALE: 1 /2"=1 '-O" SAILFISH GARAGE PLANS CONTINUOUS LED STRIP LIGHT FULL CEILING DETAIL 1 SCALE: 1 "=1'-0" CEILING DETAIL 2 SCALE: 1 "=1 '-0" CEILING DETAIL 3 SCALE: 1 "=1 '-O" 1.30 CONTINUOUS LED STRIP LIGHT a HIGH GLOSS PAINT FINISH ON G.W.B. 3'-" 612" GRAB BAR T H Y, ' N N � iv Y IiCICMI Ills TILE BASE TOILET ELEVATION 6 FLOOR PLAN SCALE: 3/811= 1'-0" w /L CONTINUOUS LED STRIP LIGHT a a a a ., a 4 Q c; �p n; u a d 4 —A Y b" b" 4" S. 4" 4' 9" 4" '.... 2'-0' 6- 6' 6' 6' CEILING DETAIL SCALE: 1 "=1'-0" CONTINUOUS LED CONTINUOUS LED STRIP LIGHT STRIP LIGHT � 4 d v u a a a a a b" b" 4' I'-0' 4" 4" I'-0" 4' 2'-0" 6' 6' 6' 6" >1 V. H CEILING DETAIL 5 SCALE: 1 "=1 '-0" HIGH GLOSS PAINT FIN15H ON G.W.B. 4" TILE BASE ELEVATION 7 w , G-L TRASH11 / LROOM--- HIGH GLO55 PAINT FIN15H ON G.W.B. 8" x 'I I RF r01 4" CERA'MIC TILE BASE ELEVATION 8 6 �24"DEEP 3Y2 SUMP 0 r LEV 2 4'-10"r1.o. 2' I - � II Ir �I ___ Ir �I I I I I I I , [ I I� I I II II II II L_J I J L___J 8-6 L___J ELEV 1 & TRASH RM. FLOOR PLAN SCALE: 1 /4"=1'-O" ELEV 2 LOBBY FLOOR PLAN SCALE: 1 /4"=1'-O" 8'-O" A.F.F. CLG. HEIGHT AFF. CLG. HEIGHT i IRMO ,i I®® 1� T D.302 3 CLG. HEIGHT A1.30 8'-43/4"A.FF. CLG. HEIGHT CLG. HEIGHT CLG. HEIGHT ENLARGED LOBBY CEILING SCALE: 1 /2"= 1 '-O" MAH I*oMAH I GARAGE PLANS © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. rl Q N Imo IT UN QFll 100 D7 (� m10 .m p J > IL W �W Z J Y as W❑ Q U w O 0 O Z ❑ a m J W w z w H U U W V z = < U I1._IL If LL REG. 6698 Q ❑ Z Z Y m o Q VI m W V = H \ a N❑ O U ❑la U U� ❑� UN w M T .� M 0, ON FLOOR PLAN SCALE: 1 /4"= i '-O" D►' 11 r i � I I i i I 1 3,_1„ r— r � I � I � I i I I I I I I I Zrymrr:, CLG. HEIGHT CLG. ' GLG. HEIGHT 8'-8"AFF. CLG. HEIGHT 0 �8'-4"AFF: iv AF.F. CLG. WEIGHT GLG. HEIG T +9'-4" AFF. CL r , Ir_2„ 2'-10" +S"-8"AFF. CLG. HEIGHT 8'-8"AFF: . GLG. HEIGHT 9,_0, AFF. h 8._4" A.F.E CLG. HEIGHT GLG. HEIGH7 iv CLG. HEIGHT ' c_Zn2'^Ia mrr 2r � V-4" AFF. iv CLG HEIGHT , ENLARGED MASTER BEDROOM CEILING SCALE: 1 /2"=1'-O" SEE CEILING SECTION POR DIMENSIONS 4ND HEIGHTS h 8'-4" AFF. CLG 2,_4p I 1'-2 r Sr_0rr. 41 4 �" `' CLWEIGHT APP. CLG. HEIGHT CLG. '0" A.F.F. E-G. HEIGHT GLG. HEIGHT ENLARGED MASTER BATHROOM CEILING SCALE: 1 /2"=1'-O" I�� V «9' GLG. HEIGHT CLG. HE CLG. HEIGHT 12' :a0 - ENLARGED ENTRY FOYER CEILING 0 REFLECTED CEILING PLAN SCALE: 1 /4"=1 '-O" 2ND FLOOR UNIT A PLANS Q N Iq QH U 10 CO 10 m co C1 m J > w L �w Z J Q a w ❑ QU O w w ❑ Z4 a J L LL Z W U U L Z = Q U 1 1 1.., I LL REG. 6698 Q W U ❑ O Z Z w O ro w��� Cl)3 a N w N F�i� p O� U- O- U N w M M IL rn 0 L � ENLARGED ENTRY PLAN SCALE: 1 /2"=1'-O" SCALE: 1 /2"=1'-O" 3 1.32 © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. 11, ------------ �o T-- I L J �O r GREAT ROOM M. B DIRI,0OM 2 -8 „ 20'-Co" 4 I „ 1i 1i 1 r -2 ------ I I I I I I I I I I I I I I LL_— — — ---j I I I I _5y' 13,_0„ I 2._4.. 1. 3'-8" I I I l 8'-2„ I I a Qn I I L---------- � .° 1\ _ \\ \ D/YJI 6 lOo \1 111 v ON D L _ I- _______________________ ___J 21 I R t 514I I r---------------------- ---- KrrcHENII ; [ '; III DINING ROOM 24 OS' i 1i `-� ---------J 21 ` L PANTRY OVEN REFRIG 0 --------- I . v 2- ------- \ c ;I r---1 I; d) 4' 2'-11" ----L--- II II ,_61..11 -- 23 WASHER'III, DRYER m BAT 2 23 "� 91, 1 BAD' HL I i 1 �_ 4„ - 13'-0„ 22 _ .. 2,_2 5,_1„ 4' 4,.i --a'-8 -- \ " 4 _3_ v 2 4 WH z'AHU 26 ' ` __ ---- v 26 _ C - ------- .\ - --- EDROOM 2 rr— �YFR .0 4 311 F ON 131_01, 2'_ "I �j'�71" 4„ if, II,_g„ 4" / r ' � BEDROOM 3 23 i>J ° 4' ._7 4' 22 193 � 1 I CL 24 , „ I2,_0„ 0 •' N � - O STAIR 1 II m ON LJ FLOOR PLAN f� SCALE: 1 /4"= i '-O"NI ;D LIN ENLARGED ENTRY PLAN SCALE: 1 /2"= V-O" CLG. HEIGHT +9'-4"AFF. ' CLG. HEIGHT AFF. CLG. HEIGHT 0 8'-4" AFF: -C +9'-4" AF.F. CLG. HEIGHT GLG. HEIG T +9'-4" AFF. CL „ I'm _2„ 2'-10" 8"AFF. CLG. HEIGHT 8'_8" A.F.F: GLG. HEIGHT 81 -4" A.F.F. CLG. HEIGHT GLG. HEIGH7 iI +9' r CLG. HEIGHT ! Is �8"-4"AFF: iv CLG. HEIGHT , ENLARGED MASTER BEDROOM CEILING SCALE: 1 /2"= V-O" 00 4 G SECTION SIONS AND - - 8`-4":A.FF. CLG THE 2,_4„ L _2 ;0„ 4,_6„ Zi `► GLCs. HEICsHT � `a A.FF CLG. WEJGWT 0 _, CHEaGHT - �8'-0" AFF. CLG.WEIGHT p CLGI HEIGHT ENLARGED MASTER BATHROOM CEILING SCALE: 1 /2"=V-O" /%1 .k1- D ENLARGED ENTRY FOYER CEILING SCALE: 1 /2"= V-O" 0 '- 3 +9 GLG. HEIGHT w +8"-8" AFF. CLG. HEIGHT 4" A.F.F. +8"-8" AFF. G.HEIGHj CLG. HEIGHT 0" 2'-1., '-4" 10 -5I I'-E 0 +9 4." A. PP. CL 5'-0" 1- 2'-1,, 1- N_ 4'-Im" GLG. H IGH " A. HEIGHT 1 4 GLG. HEIGHT 1 1 I 1 1.33 1 1 1 1 1 2'-8" REFLECTED CEILING PLAN SCALE: 1 /4"=1 '-O" +8"-4" ARFI I IJ\ +9'� CLG. HEIGHT 3RD & 4TH FLOOR UIliIT A PLANS © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. wl ko*�Lj lo Q NIIq U QH 10 CO 10 m co m C1 p J >w W �w Z J as w❑ Q U w 00 ❑ Z4 a 1� J W LL Z W U U W i Z = Q U 1 El U— REG. 6698 Q l(!1 Z 0 > W Q ❑ O Z Z Y U ro w��1 Cl)3 a N w L) O� - U O- U N M w M rn W L o� ELEVATOR FLOOR PLAN SCALE: 1 /4"=1'-O" 2,_0„ :r GL - GLG. HEIGHT 0 iv h 8'-4" A.F.F. GLG. HEIGHT..:. 'v 9'-4" A.F.F. v GL r,l 2'-10" 1'-2" „ GLG:NEIGHT (, 9'-4" AFF. GL HT 2' 0", 4 2'=1V 4« 1'-21, AF.F. CLG Cs. HE 1 WT ENLARGED MASTER BEDROOM CEILING SCALE: 1 /2"=1'-O" 9'-4" A.FF. GL 9'-O" AFF. GLG. HE IGHT 8'-8" A.FF. GLG. HEIGHT ip SEE CEILING SECTION FORD IMENSIONS AND 8,� HEIGHTS GLG. HEIGHT 4' 5'-0" I 2"4 2'-4" Ll��_B,iAFF�. CLV G, NEIGHT' GLG. HEIGHT r61 GLG 8'-0" A.FFA.FF� L- AFF GLY Cs. HE16HT GLG. HEKsHT ENLARGED MASTER BATHROOM CEILING SCALE: 1 /2"=1'-O" 8'-48'-4" AFFF. GLr G. HEIGHT A. M ill 1 1 1 1 1 1.34 1 1 1 1 1 1 6,_4„ 1 1 1 1 72'-8" [E� 2 �g9r 4." A.F.FA.F.F. GL 1 wl ko*�Lj Q N10 10 6 Iq Q H 10 mm m . m ❑ J w W alw i8'-8" AFF. Z J GLG. HEIGHT W O Q UIr O w Z 7 Q 2'-0 10 J AFF. W m ILL GL T " AF.F. GLG. HEIGHT y t6" M 12'-6" l 8" i, 5'-0" GLG. HEIGHT \�" N N CLG. HEIGHT _4" AFF. �p CLG. HEIGHT i8L 4"AFF. iC 2"AFF. 3'-3" CLG. HEIGHT GLG. HEIGHT yfl,,_ ' N 2" 3-I 2 h +8'-S" A.F.F. IGLG. HEIGHT El REFLECTED CEILING PLAN SCALE: 1 /4"=1 '-O" 11 mom GLG. HEIGHT i9� 3 GLG. HEIGHT I UU W z 1 l C1 C1 3y U— REG. 6698 UIliIT B PLANS W-11 lrj) ❑ O Z Z 3 1O w O ao w��� o Q N W N L �^ p U- O- U N ENLARGED ENTRY FOYER CEILING SCALE: 1 /2"= 1'-0" © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. w M M m W O� z© FLOOR PLAN SCALE: 1 /4"=1 '-O" EL VATOR ' 4" AFF. iv VC-1-G. C G. HEIGHT 4! N � 8'-a- A.FF. - CLG. HEIGHT 0 0 Fv h8r_4"A.F.F. GLG. HEIGHT 9' 4" AFF. C G. HEIGHT l�3 m Ir_2x n 6'-6„ A.FF. HEIGHT 9' 4"AFF. iv C G. HEIGHT 2' orr'• CLOG. HEIGHT ENLARGED MASTER BEDROOM CEILING SCALE: 1 /2'r=1'-O'r 9'-4" A.FF. CL 9'-O" AFF. GLG. HE IGHT 8'-8" A.FF. CLG. HEIGHT SEE CEILING SECTION FOR D IMENSIONS AND 8,� WEIGHTS GLG. HEIGHT 4' 5'-0" I 2" 4, 2'-4" Ll��r_SriAFF GLG WEIL 8'-0" A.F:F. GLG. WEIGHT °6t 8'44" AFF. — GLWE 8' GLG. HE IC=WT CLG. WEIGWT ENLARGED MASTER BATHROOM CEILING SCALE: 1 /2r'=1'-Or' 8'-48'-4" AFFF. CLG. HEIGHT /A ©z 1 1 1 1 1 1 . ------ - - - - -. 1 1 1 1 I 1.35 II 1 1 2rr 2r_S:r CLG. HEIGH .9'-4" A.F.F. +8"-4" AF GLG. HEIGH CLG. HEIG 1 .———— — — — — —. --- 2 h «9'-4" A.F.F. GLG."HI IGHTIGHT GLG =IGHT '-8" Ii 12'-6„ �8" A.F.F. - «8"-0" AF.F. CLG. HEIGHT N N +8"_8rrA.F.F. GLG. HEIGHT 8rr = 10r_9rr _ 4r, 2r_1r GLG�HEIGHT +8r_"A.F.F. � GLG. HEIGHT REFLECTED CEILING PLAN SCALE: 1 /4"=1 r-Or' 111 B m +8"-4" A.FF. CLG. HEIGHT I$ «9'-4" AFF. GLG�HE IGI-ITIGHT UNIT B ALTERNATE PLANS w I ko*'�Lj Q N10 10 Iq QH 10 mm m co C1 J > w L �w Z J Q Q W ❑ Q U O w ❑ Z 7 Q 10 J L LL Z W U U L Z = Q U 1 1 1.., U— REG. 6698 Q lrj) ❑ O Z Z 3 1O w O ao w��� o Q N W N H �^ p U O U N ENLARGED ENTRY FOYER CEILING SCALE: 1 /2r'=1'-Or' © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. w M M m W O� M FLOOR PLAT` SCALE: 1 /4"=1 '-O" �AI ENLARGED MASTER BATHROOM CEILING SCALE: 1 /2"= V-O" 1 111 1 ENLARGED ENTRY FOYER CEILING r 0 REFLECTED CEILING PLAN SCALE: 1 /4"= V-O" 2ND FLOOR UNIT C PLANS © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. QN ILO QILO U � 7� N O (� 1 1 Ql . ro rT- p J > LL W �w ` ' Y Z J QQ W ❑ Q El Uw O O Z❑ Q J LULL O z U U W V z = Q U El LL REG. 8898 O O Z Z y r° mo Q ��, W F- O Q N O O U= 0 4 U U�❑ � U N INC w M LL \ 0 o� ENLARGED ENTRY PLAN SCALE: 1 /2"=1 '-O" SCALE: 1 /2"= V-O" ©z FLOOR PLAI` SCALE: 1 /4"=1 '-O" GLG. HE IGHT.1' �9 � CLCs. NEIGH#:Q B'-0" AFF. CL.l HEKcHT p 8' 4"AFF./ilk GLG. HE1dHTjp - 6i 88-0"AFAAFF. CL� Ci; HEIIsHT T-B"AFF. GLCs. HEIGHT ' ENLARGED MASTER BATHROOM CEILING SCALE: 1 /2"= V-O" ENLARGED ENTRY FOYER CEILING r ©z REFLECTED CEILING PLAN SCALE: 1 /4"= 1'-0" 3RD & 4TH FLOOR UIliIT C PLANS (0 COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. Q N10 Q U � H 10 mm rT- m .m p J > w L �w V Z J a a w ❑ Q U O w w ❑ Z 7 a J L 10 LL Z W U U L V Z = Q U El III LL REG. 6698 Q � W U ❑ O Z Z 3 1O w U ao w��� o a V)N w \ i� p - U O U N w M M m IL O� ENLARGED ENTRY PLAN SCALE: 1 /2"=1'-O" SCALE: 1 /2"=1 '-O" ENLARGED ENTRY PLAN +9� 2'-0., . GLG. HEIGHT - .9' CLG. HEIGHT � CLG. HEIGHT _0 ' 8,_4"A.F.F. CLY Gs HE GHT CLG. HEIGHT � L. 1 -2 21-10„ 8'-8"AFF. GLG:-HEIGHT . 8'-4" AFF, iv GL +91� CLG. HEIGHT ' GLG. HEIGHT AGED MASTER EOM CEILING MASTER I CEILIN ENLARGED ENTRY FOYER CEILING REFLECTED CEILING PLAN SCALE: 1/4 IT= 1 1_01' 2ND FLOOR UNIT D PLANS (0 COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. Q N10 Q Iq U V H 10 mm m co p J > LL L �w Z J Q Q W ❑ Q U ¢ O W ❑ Z4 Q J L � LL Z W U U L Z = Q U 1 1 1.., U— REG. 6698 Q W U ❑ O Z Z 1O Y ao IT)a VI W N F�^ \ p U- O- U N w M M IL 0 O� SCALE: 1 /2"= 1'-0" SCALE: 1 /2"= 1 '-O" CODE REVIEW FOR CRISTELLE CAY CONDOMINIUM SCOPE OF WORK CRISTELLE CAY IS A CONDOMINIUM DEVELOPMENT CONSISTING OF (2) FOUR-STORY STRUCTURES, WITH (3) FLOORS OF RESIDENTIAL CONDOMINIUM UNITS ABOVE A (1) STORY PARKING STRUCTURE. SAILFISH IS A S-UNIT BUILDING WITH 3 UNITS PER FLOOR CONNECTED BY AN EXTERIOR WALKWAY AND A SINGLE ELEVATOR ABOVE A PARKING GARAGE WITH (e) PARKING SPACES. MAHI-MAHI IS A 12-UNIT BUILDING WITH 4 UNITS PER FLOOR CONNECTED BY AN EXTERIOR WALKWAY AND TWO ELEVATORS ABOVE A PARKING GARAGE WITH (12) PARKING SPACES. THERE ARE (21) PAVED ON51TE PARKING SPACES. SITE AMENITIES INCLUDE A POOL AND A RAISED WOOD DUNE CROSSOVER WITH INTEGRAL GAZEBO. CODE REVIEW REFERENCE CODES FLORIDA BUILDING CODE SIXTH EDITION (2011) - BUILDING FLORIDA BUILDING CODE SIXTH EDITION (2011) - ACCESSIBILITY FLORIDA BUILDING CODE SIXTH EDITION (2011) - PLUMBING FLORIDA FIRE PREVENTION CODE SIXTH EDITION (2011) FAIR HOUSING ACCESSIBILITY GUIDELINES NFPA 101 - LIFE SAFETY CODE (2018) USE AND OCCUPANCY CLASSIFICATION FLORIDA BUILDING CODE SECTION 310 RESIDENTIAL GROUP R-2 FLORIDA BUILDING CODE SECTION 311 STORAGE GROUP 5-2 LIFE SAFETY CODE SECTION 6.1.8 RESIDENTIAL AND CHAPTER 30 NEW APARTMENT BUILDINGS FEMA FLOOD ELEVATION INFORMATION FLOOD ZONE: AO (DEPTH I') AND AO (DEPTH 29 NAVE)88 FEMA FLOOD MAP PANEL: 12111C0053J (2/16/12) PROPERTY IS LOCATED IN SPECIAL FLOOD HAZARD AREA. BASE FLOOD ELEVATION:18.4'NAVD STRUCTURE CATEGORY II (ASCE 24 TABLE I - I) MINIMUM SLAB ELEVATION = (BFE.1') (ASCE 24 TABLE 5-1) NO HABITABLE SPACE IS LOCATED BELOW 12' SLAB ELEVATION. ELEVATOR PITS ARE LOCATED BELOW MINIMUM BASE ELEVATION AND SHALL BE PROTECTED THROUGH DRY FLOODPROOFING AS DESIGNATED IN ASCE 24 CHAPTER 6. TERMITE PROTECTION FLORIDA BUILDING CODED CHAPTER 18 PRIOR TO POURING CONCRETE, BUILDING AREA SOIL SHALL BE TREATED FOR TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE SUBMITTED TO AUTHORITIES PRIOR TO POURING L CONCRETE. _ r _/ SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY FLORIDA BUILDING CODE CHAPTER 4 I) SECTION 40il - PARKING GARAGES THE PARKING GARAGE MEETS THE DEFINITION OF ENCLOSED PARKING GARAGE AND SHALL BE PROVIDED WITH MECHANICAL VENTILATION SYSTEM AND AUTOMATIC SPRINKLER SYSTEM 11) SECTION 420 - GROUP R-2 INDIVIDUAL DWELLING UNIT SHALL BE SEPARATED BY FIRE RATED CONSTRUCTION. UNITS SHALL BE EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEM. 111) SECTION 454 - SWIMMING POOLS AND BATHING PLACES DESIGN BY OTHERS. DESIGN AND CONSTRUCTION SHALL COMPLY WITH THIS SECTION. SEPARATE SANITARY FACILITIES ARE NOT REQUIRED ACCORDING TO SECTION 454.1.6 EXCEPTION. GENERAL BUILDING HEIGHTS AND AREAS FLORIDA BUILDING CODE CHAPTER 5 R-2 OCCUPANCY IS TYPE III-B CONSTRUCTION e-2 OCCUPANCY IS TYPE III-B CONSTRUCTION 1) BUILDING HEIGHT - TABLE 5043 MAXIMUM BUILDING HEIGHT: 60' ACTUAL BUILDING HEIGHT: 48'-2" 11) ALLOWABLE STORIES - TABLE 504.4 MAXIMUM STORIES: 4 ACTUAL STORIES: 4 INCLUDING PARKING III) ALLOWABLE BUILDING AREA - TABLE 506.2 SAILFISH: 16,000 SF. PERMITTED (BASED ON R-2) 6032 S.F. ACTUAL MAHI-MAHI: 16,000 S.F. PERMITTED (BASED ON R-2) 1200 S.F. ACTUAL IV) MIXED USE SEPARATION - TABLE 508.4 MINIMUM REQUIRED SEPARATION: 1 HOUR ACTUAL SEPAR ATION: A : 2 HOURS EP RA TYPES OF CONSTRUCTION FLORIDA BUILDING CODE CHAPTER 6 CONSTRUCTION IS TYPE III-B SPRINKLERED IU FIRE RESISTANCE RATINGS REQUIRED - TABLE 601 PRIMARY STRUCTURAL FRAME = 0 RATING BEARING WALLS EXTERIOR = 2 HR. INTERIOR = 0 RATING NONBEARING WALLS AND PARTITIONS = 0 RATING FLOOR CONSTRUCTION = 0 RATING ROOF CONSTRUCTION = 0 RATING FIRE PROTECTION SYSTEMS FLORIDA BUILDING CODE CHAPTER S AND NFPA 101 A FULLY AUTOMATIC SPRINKLER SYSTEM WILL BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13R 1) STANDPIPE SYSTEMS - SECTION W5 FBC SECTION 9053.1 - STANDPIPE NOT REQUIRED SINCE FLOOR LEVEL OF HIGHEST STORY IS LOCATED LESS THAN 30' ABOVE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS 11) PORTABLE FIRE EXTINGUISHERS SECTION Wro.3 - PORTABLE FIRE EXTINGUISHERS ARE TO BE INSTALLED. SEE LOCATION ON LIFE SAFETY PLANS III) FIRE ALARM AND DETECTION SYSTEMS LSC SECTION 30.3.4.1.1 - A MANUAL FIRE ALARM SYSTEM SHALL BE INSTALLED. FBC SECTION S01.2.11.2 4 1 SECTION 30.3.4.5 - SMOKE ALARMS SHALL BE INSTALLED IN AND IMMEDIATELY ADJACENT TO SLEEPING ROOMS MEANS OF EGRESS FLORIDA BUILDING CODE CHAPTER 10 AND NFPA 101 CHAPTERS 1 AND 30 1) OCCUPANT LOAD OCCUPANT LOAD PER FLOOR SAILFISH 2ND FLOOR - 5142 5F./200 = 29 OCCUPANTS SAILFISH 3RD 4 4TH FLOOR - 55133 5.F./200 = 28 OCCUPANTS MAHI-MAHI 2ND, 3RD 4 4TH FLOOR - 655S 5F./200 = 33 OCCUPANTS OCCUPANT EGRESS WIDTH FOR STAIRS: 03 X 33 2 e.sr OCCUPANT EGRESS WIDTH OTHER AREA: 0.2 X 33 = (0.6" TWO EXITS ARE PROVIDED 11) REQUIRED MINIMUM WIDTHS FBC TABLE 1020.2 CORRIDOR IN DWELLING UNIT: 36" EGRESS BALCONY: 36"BASED ON OCCUPANT LOAD FBC SECTION 1010.1.1 EGRESS DOOR MINIMUM: 34" EGRESS DOOR PROVIDED: 36" ACCESSIBILITY REQUIREMENTS PUBLIC AREAS COMPLY WITH PROVISIONS OF FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH EDITION, CHAPTERS 1 THROUGH 10. APARTMENT UNITS COMPLY WITH DESIGN GUIDELINES FOR ACCESSIBLE/ADAPTABLE DWELLINGS. BATHROOM WALLS SHALL BE REINFORCED FOR GRAB BARS TO CREATE ADAPTABLE BATHROOMS. REINFORCEMENT SHALL BE 3/4" THICK PLYWOOD INSTALLED ON METAL STUD FRAMING PRIOR TO i INSTALLATION OF GYPSUM WALLBOARD. SEE INTERIOR ELEVATIONS 1 FOR LOCATIONS. COMPLY WITH DIMENSIONS INDICATED IN DIAGRAMS ` ON THIS SHEET. N BXUV - Fire Resistance Ratings -ANSUUL 20 Certified for United Stabs BXUV7 -Fire Resistance Ratings - CANIULC-S1o1 Cemified for Canada Design No. UIgI October 10. 2017 v TABLE 722.2.1.1 � 1 MINIMUM EQUIVALENT THICKNESS OF 0 CAST -IN -PLACE OR PRECAST CONCRETE WALLS, LOAD -BEARING OR NONLOAD-BEARING CONCRETE TYPE MINIMUM SLAB THICKNESS (inches) FOR FIRE -RESISTANCE RATING OF 1 hour 11/2 hours 2 hours 3 hours 4 hours Siliceous 3.5 4.3 5.0 6.2 7.0 Carbonate 3.2 4.0 4.6 5.7 6.6 Sand -lightweight 2.7 3.3 3.8 4.6 5.4 Lightweight 2.5 3.1 3.6 4.4 5.1 For SI: 1 inch = 25.4 mm. 12" 24"MIN, GRAB BAR REINFORCEMENTS FOR ADAPTABLE WATER CLOSETS GRAB BAR IRE INFORCEMENTS FOR ADAPTABLE BATHTUBS GRAB BAR RREINFORCEMENTS FOR ADAPTABLE SHOWERS REINFORCED AREA FOR INSTALLATION OF GRAB BARS ti N.Wa ,Wan Retina- t and 2 Hr (See Items 3 acts 5) • Indicates such products shall bear the UL or cUL Ce canon Mark brjudisaimions employing Me UL or cUL Ceti cation(such as Canada), respectively. .N I .- -.. e.. J r cill -- "� Al min `` .. - fill r I- I T g2g�, i �` Bw.. ZorrlgeLraHeiry,G, 1. Steel Flop and Collins Rurprool led Sharon) -Channel moped, 3-0/2 in. Am by 1-114 in. seep, hb,iutea Foss min 20 MSG (00329 in., min here m&tl Mickneas) 0alvanizetl steel. AtMMetl IG flweM «illrg roll steel fatt... spas 241n. OC 2. SMeI Studs -CM1annelsnaPoa, fabdralea Map min 20 MSG ..,an or9aN meel,3-1/2it, min wialR min 1-10 in. Nnges and 1141n. return, spa«aamu015In.04SludsflN -fitinb Marend«iliMrvnnem.SNdaWbew15/8to Y4in.lesNanaemmbly Mgnl. 3.CementHiom Bseker Unite•-112in,or518in.hid,aWliod Afterlly or hwizenmlly AM wood pills cenle,ea over Muds. Fastened to Muds and formers AM mnmon resimmm chamk ,dbbeawanthmds whh a minimumM1 dtl'anclerolAWinch, Fmnmlreaan9 notems, Iestened to studsaM Mlwm Y, Ins uppermml wens Ple�tlt",t 21n. below lea WM e62e of 11a legMN Ip r. Hotiunteli . rod nolod6acked Dy ham „g. 1Hr ro System Bws h110 - pe«d 11/4T. long and sa me ve ll f8in. CC. AIIienlssgeoid onestomvtyhomgypsum MaNv li'hon NecgpnmWsideNmas. fromental eegejeit m en 'ntal dmiIs 'npPats sides ofmua ee me be staggered 2ArSmtem Forthbee e layw m Cfig t B, he wades shall bslms e mn1114 in. long and a a min 412 in. c. Fortbelacelayersmrewsshallbel3 in bngandapa«eamaxorew. Oc. apace laymjoneo min12W. hornuM"ngbaselayerpne. Joma inwhorlayerreadoilbestaggeredfmmpinnontotoppawseeofthecell. UNMED STATES GYPSUM CO -Type DCB 4, Bens ant BNnareb• - Min 3 in, into mineral wool insulation WVs, motet -tilled beMreen slue.. INDUSTRIAL INSULAI GROUP L L C-Type SAFE JOHNS MAN W LLE - Type SAFE ROCNWOOL-Type AFB THERMAFIBER INC-Type SAFE, SAFE FF in GyWs spaN min IM1kh,winprodsedies and etl0ea, mods1 in. inMM1mind. Forywed venialpleas«nbretled Wslues, and mnromwiit I in. Mbebackedbyfoamier. in, OC,, Veriic Tyyas gee nes Sy=lam-Fm vmli«IapWidwrhalenM to sodas serve slawile1 Imgavews spa an ha CC! oi an WWnasPowtlmauds need OC in Me fiend. tendered appl' t laf fastened to mutlsantl Nrf lm9er,Da wM1i8',GLVdkalpid Mxl6in OCeaNamvtyho ewM rti no' pngan pgvilta we N IHoamnialetlgwMIn a.1dp, Ilboll(-bma,a.00Oesofaluda,,m.FeaIa,gfd2Jl Sthl Bebyer spaedm gyp Wstudeaewnnmedwihl"n.lg aMemlayer6a,loaWdsetl Baukyx wnl, vaarppg.enlbineh layer feMeretlwMilnred f Po tlmax l2 OC dine wantlhen used in I rathe ea IM1I YBIumpanels W as in tlmano6 nMIl to aluaeeM rvnnma wAM1 xrswaoB«i0ln horn M1a layer screwy.Fa«Iayerjo nod ofleel men l2 in hen be«Iayerpinb Jolnis'n eHnar CDC net be staggered form poison he olpCA ads dine SOX. X. Jn USGX IR oharhaMott pearl paneklo be'nmallanM1 sally. CGC IHC-TyFoo AR. Q IP-AR, IP-M. IP-%2.IPC-AR, BCX. BH%. SG%. UUI, USG%, WRC or WHX (JNnI bce ant «mpauM.ltema 6 and T. opWnel 1p use wnM1 Type UBG%). UNITED STATE$GYPSUM CO -Typo AR,C,FR3(4,IPiIP-X1,IPi IPGAR,SC%,BHX,ULIX,ULX,Ml WA%,UBGX(Japeopeandmmpnund, Items6 and 7, g nalkr USewllh Type USSU USG BORAL DRYWALL Si LLC-Types C. Sl BGX, UBGX (Joint May and compound, Items 6 and T opusal for use Am Type USGx). USG all S A DE C V -Types AR, C, IPAIN, IP-X1, IP-X2, IPCAR, SCX, SHX, ULC, USGX, WRC, Mi humid woe and mnFwM, Items 6 and 7, opMnal for use wed Typo USGX). MGy«um Board' -Usan alternate to loan5 may W used as Me More Inside Inside ore or both sedeal. Fordire aUchmml only) - Nam SO in. MI lead baeketl gypsum anew wed beveled,studs presence sages, applied vert'taly. VmS ljpnts«1eM nt npoor as and staggered min I mutl cavity on oppasile sNssolswtls. WaIIWaM securetl w swds wed 1-1/4 in. bng TyFe S12 swel scmws spamtl 8 in. OC at peameler and 12 in. OC in danger, MyBAR ENGINEERMG CORP-Type RB LEG SB. Gypsum Boards - (Alan aMmaw to Ism 5 may M used as he base layaron ore or both sides ideal, Foraimdalwchmsnl Mi Nominal N8 in, thick lead hacked gypsum panels AM beveled, aquare a Opened etlges, applied veTrally. Venial pine-.. over swds ant sla29erea min 1 stud «viry m opesite sMsof surds. WaIIM M sewred w studs wM 41/41n.long Tye S12 (or W W 1-V4 in.lmg bugle Mad fine driller) steel screws sa«d 8 in.00 at pedmelerand 121n.00 in Neneld, NEW ENGLAND LEAD BURNING CO INC. DBA MELLO-Now 5C. Gypsum Board'-mis an adlemate b Item 5) Fa Down Ayplicatlan to Studs Only- For use as the Las Doer or as the h« layer. Nam S8 in. Neck lead backed gypsum panels wed brvebd, quads or assured edges, applied vertiplly. Vertical hands Nominal saw studs and aw00m d min 1 st. caral o iw ad -of wdo Wallbasa secured an Ind. web l-SIB In. Ion T St2 steel svewss ma 8 in. OC art edmwer and 12 in OC in the field whma Iietl as Me baml r. When. ied as me face( vex le h to bs lmreaane to 2 Ist in. Lend baton m s rise behind whi«Iq U of lead bekN gypsum wsllbm and optional et remaining wtl useful When ennd a. min 2 in. wide. was l0hlon Po layer. � ayes '� p'oo j ga p gwihamaxhpp !-supplication orO+40m. p19eetlmllM fa«Of awtlS and foamed the Federal sMMq Um.lay-Mlf,Gpanneadel«I FWen nealhe loppaneump antlensw OM when n Nineamp_ Lad awe, Foxrdte be min bymaxo+40b.NIU.«mple89IM fldM oreanernd Mar Ins aPflv neaaa. Lead t1811en mopsale alecs to nav¢aparty or 98.sxm«tlng me Federal dcealaaaM oo-L-zo11. Graaa-B.aor O-. Feslen99 ro.re« layer gypsum pride 3IN 5)wMnirewlle]nwrlead badM IwaNwIx min 2-1/2 In. kurco WousTaPs due -Type x-Ray Shielded Gypsum 5D.Gypsum Bwrd'-((As an ..a. to Isms 5 may an rasa Me irean- layer an and m. allow of wml, Far irecl etleMmam my))For.April.- w Studs Unit, Nam NO in NMk lane We gypsum panes who beveled, square or speed wil efrNe1 worm ly Vabaljeet centered over Muds add asgamal min1 awe newly an Opp laid sud as of s. Wbe au and assured to studs Mu 1-1 A in long Ta md TM s 12 wool scapaBIn. OC M perimesr and 12 in. OC In the Hold Lend an amps, min ax az M o 21n.Wee, mB d long Am a mMidmm 141n, placed on the sped of Muds and aNOW W Me mud WN construction adhelva and M 1 In. long Type 8-12 en heed slwlx , one at the top of me amp and one at Fe eotlom of Me amp. Lead db«, nominal 3181n. door by max 00851n. Flck. Components Mled or Wa W Mar and screw heads. Leatl bmsn sots and tl'nu to Inner a unt, of9g 9% Feeding the FWSrll apedfvattn 00.L-201f. Grade 'C'. Fas nwn(afore oner,rodum assets (Item 5) amen IM41ad once lead Wrea LmM WWmin 2-112in. Type S12 bugle head meal. 6, Jointe- Contra with gains fiber m O tape and wit, mMINe Forest cement mwwrorbsaaeat. III I organic adNNve 7. Joints wernd edge gyaum Male is uetl, fax layerjoine invent wall compound and aasrwoa As an aHwnate, gypsum Mortar plaster may be applietl W the or.. wdaa dO.. datersarNM.W Amors,.,Moratl. When agwread0e By mWedis use, tr ent4piM Isoptimal. 6. vow RgNn Water tarderIX Wetter R istW Sesser - (Op Tonal -Not 9hmm)-As rwlultl 9, "ad Batlen Stages - (Not Shown, Far use War Item Set -Lasedb ,ame,min 1-1a In. rota max 10 ft long war a dedx Nlcknea of 0.125 M, Ship Need on leeinwdw him of studs and aXxhed head Me eMedor M1a 0 the atop war and 1 in.logo Type S-12 pan Wad met waste. one al he tap of Me slap and one w the bo0mn 41N strip. Leatl batten awe be lave a purity 4 W,9X meed, the Feb. apeafiation D0.L201f Goods 'C' Land tea. cede required behind vwual join. of lead Mckee BYIwaum.1hdetl (Ism %U ant optimal M remaining mutl batons. Required behind venal pub. 9A. Leas Banco Smp r-(Not Show. far ue AM Item 5C) Lad batten Was, 2In, elide. ra„ 10 It loop wed a may Nicknes MO 140 in. Snips placed on Me bear of Mi and aNUee W be 4W was No men.1 In, long min, Type S-8 an head steel sands. we at the top of the I and per she bptlam Of Me sup mMm am ment in.lm,H man. Type 6b pan tied awe( ewes e11MhH olllre step. Leatl eellen steps o tow a prey 499.5%n,eelXp me Federel epecMmMn DD1-291i, Gmaee'E, Cal Laded bel.n sots nQuieee aM1IM vmiml pNM 4 bed Wdetl Hypeum wallboaw Mem 5) ant optimal at mmami,re son locations m. Lead DINF wTae6-(N4 BNun. For MM yMh Item 5A) - Used In ltu N w In Wdnlon W Ne lead NNn stops (lWm 9) pr eptlpnal al Omer ICcallpm- Max 3/4 s. dam ey max 0125 in. track led dlata «mpmmbn flW or Whemtl Mer stW %mw leads or max lM ln. ey Lv4 0. bymint 0.125 in. mid lead lobe pbxtl m pypaum WaNe (Item SA) untlemalM1 euew IwaOona prior to he inawllalon 41M avms. Leatl tliaca or robs W M1aw a purily4Po.9%mmung tla Fetlexl epeafiaum D0.L-201f Gmtle'C. 10AIqe Do. -(NNShan,faru«wlm Item5C)Mm,Lt6in. diemeymaxO1d0in. hidleaddsmmmpreatimfM orWhe Nov aelx beech Leatl eiwwhaveaputny499.5%meeerg he Fetleonl Bpecifi«canOPL-ROt(Gmdo'B,Cw D'. II.L.ad Baf.nsteeps-(N4SM1 , Foruse WM Item MU Lead raft strip 20 wi ,nw1ofi longwedamax Fic msof0.142in. stripsplareeonhefa®4swea and 4l eewhe awdwihtactmm. 1 in long mm.Type se pan heads1 avows, meathe Wp4hea padma .the LONm4heswpawn onemin.1in.loWmin.Type SAanheadsteelavowalthesup4he.Np.Leadbatten.W,Whaveapurity499.9%meetinghe Fetlomlapcifiaon Q¢-201f,Gmae'C,�b"tlensNpsmquitad NMMvaftceipine41eadbackedgypsumwllI M (Item se) and cp4onal at mmaMW stud lmanoe, 12.1.e8s TaN-(Not ShMn,Fa Uae WMI.m5B)2in.witle.5ln. long Win mad Nicknea of 0,142In. Tabs bel laround front (am ofand. he stud folded MI fal and the back4a 4he slop. Tabrpuir ateaMlocmonw maacme(thatsansthegyaumMWs.ltem San All snow he steel surd. Line robe W have a WritY 099.9%nowtom to Fail specifflumbard 00 L-201f Green 'C'. Leas tabs may be had in p.m Dim standard ahnsive we If necessary. •Inot Mass such produa. shall bear the UL or cUL CaHlBcarlon Mark far jurlamNlone am pal me NB UL or cUL Cedlfiatlon(Much as Canada). mspOWly BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. K913 September 14, 2009 Restrained Assembly Rating -1-1/2 or 2 Hr. (See Items 1 and 3) Unrestrained Assembly Rating -1 and 2 Hr. (See Item 1) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. o e a a 4 1. Normal Weight Reinforced Concrete - Reinforced slab and beam designed in accordance with the current ACI-318. Carbonate aggregate, minimum compressive strength of 3500 psi., and unit weinht of 145 +/- 5 ri :f. Minimum Slah thickness and reinforcement Inver descrihed in the tnhle helnw� Min. Concrete Cover Over Restrained Unrestrained Positive Assembly Assembly Min. Total Slab Reinforcement. Rating (hr.) Rating (hr.) Thickness (in.) (in.) 2 1-1/2 6-1/2 1 2 2 6-1/2 1 - 1/2 2. Steel Reinforcement - Various sized Grade 40 or 60 deformed steel bars located as required by ACI-318 design for positive and negative reinforcement. Minimum concrete cover to be placed over positive reinforcement as described in Item 1. 3. Non -Metallic Plumbing Components* - Nominal 1/2 in through 2 in.diameter tubing tied perpendicular to and on the top side of the positive reinforcing bars. The tubing may be placed inside a flexible or rigid polyethelene or rigid PVC sleeve. The tubing may penetrate the floor membrane through a sill plate and into a stud cavity of a wall as necessary. Tubes may be supported by 1-1/2 in wide by 1/8 in thick "PVC" or steel hrackets- The maximum amnunt of tuhine shall he defined as shown in the tahle holow, Max. Density of Tube per ft.3 Restrained Unrestrained of concrete Assembly Rating (hr.) Assembly Rating (hr.) (in 3) 2 1-1/2 13 2 1 2 1211 UPONOR WIRSBO COMPANY - Types AquaPex White, AquaPex Red, AquaPex Blue, Pre -Insulated AquaPex and HePex * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2009-09-14 Bearing Wall Rating - 2 HR. Nonbearing Wall Rating - 2 HR. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 3/4" 1. Concrete Blocks* - Nominal 6 by 8 by 16 in, hollow or solid. Various designs. Classification (2 hr). See Concrete Blocks category for list of eligible manufacturers. ANCHOR CONCRETE PRODUCTS INC GAGNE & SON CONCRETE BLOCK INC GLENWOOD MASONRY PRODUCTS Allowable compressive stress of 57% of max allowable compressive stress in accordance with the empirical design method. OLDCASTLE APG SOUTH INC, DBA ADAMS PRODUCTS WESTBROOK CONCRETE BLOCK CO INC Allowable compressive stress of 75.6% of max allowable compressive stress in accordance with the empirical design method. 2. Mortar- Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster -Add 1/2 hr to Classification if used. Attached to concrete blocks (Item 1). 4. Foamed Plastic* - (Optional -Not Shown - 1-1/2 in. thick max 4 ft wide sheathing attached to concrete blocks Item 1). ATLAS ROOFING CORP - "EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and EnergyShield Ply Pro CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "EnvergeTM CI Foil Exterior Wall Insulation" and "EnvergeTM Cl Glass Exterior Wall Insulation" HUNTER PANELS - Types Xci-Class A, Xci 286 RMAX OPERATING L L C - "TSX-8500". "TSX-8510". "Thermasheath-XP". "ECOMAXci". "Thermasheath-3". "Durasheath-3" THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-RTM ci Insulation 4A. Building Units -As an alternate to Item 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 in. RMAX OPERATING L L C - "Thermasheath-SI", "ECOBASEci", "ThermaBase-CI" * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2018-04-09 © COPYRIGHT 2020 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. Q N 100 QW IT U� to V ID m I 0J LL U dW Y Z J Qa W Q o W 00 O Z7 a J ULL 10 rZ VJ Fees- U U U Fees- Z = Q U 1 cc LL REG. BB98 Q Ill" I ti 0 H Un ❑ 0 Z Z 3 Y C)W 00 O I Q N W H a L)I ❑ iJ_ L) L) Lt. le❑ ❑ � O L) W N � M ` wl!� LL 0 o� Lee[ Updated on 2017-10,10 0 i i111111111L'� IIIIIIIIIL' � � ennnnnnnnmm�nnnnnnnm� I \ \ \ EXERCISE ROOM \ SL7 Ei SL8 TOILET IN ELECTRICAL SL 9 // LOBBY i sLs r- i oJ 1 0 u c of ly) �\ Q� n TRASH RM ----zr-- o SAILFISH GARAGE FLOOR PLAN rolcATee Two �iaua FIf E eEpArsAnan !1C'LECO MPNRO iRE EMNGIII&ffR ® CAd�ffT wITN SLa 0.AM AOC. Fl10: FEG eXIMfANdCR FlIE ALMYCLMft wora+�enmae Q F11E AL/JfIPYLL eTATM m IX— LI6M FIXNI�Ieff FJ.ELIWr•, OfEAWIN3D1 p e�prLr.+r wioATn:rzr eAcwrreFf eLEcrwcAu 9111FACE MD. LKIrt W/ 1� BLTIER�"BA4W1P (GFE ELEGRCGYI SAILFISH (9UNITS) LIFE SAFETY PLANS SCALE: 3/32"= 1'-0" i ELEV MACH RM SL6 QSTORAGE SAILFISH 4TH FLOOR PLAN (PENTHOUSE) SAILFISH 3RD FLOOR PLAN © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. QN OIo QED 6 w Lo V 10 rr W . m dJ LL L dw ` ' Y Z J Qa w0 Q 0 w Ow O O ZQ J L 10 LL Z W U U L V 1-- z I Q U Ir III LL REG. 6696 Q ❑ ❑ Z Z w 0 W o Q VI W VI a N 0 0 U= ❑ L U 0 ❑ U N w w O N r.� M Q, 0 a RIDIfdlEOTYO,gIRFIfE EEPAR111CN RECE00 FKIIl1EO FIRE IXIRGllldff R d9 CADREi WIiH DL44M0A0L. Fli£ FEG. EMIIYIIIbFR pyy FIRE ILdR1CQ911pp1 �011NCE Q FIRE LLAR`1 W WATIW OfIi LKl1f FIMli£(BEE CLCGtPoCiL OPdWIIYAI Q 6MPLK W/6 MW MW V (EEE ELECTtlCK) dIiGCE Mp. LIWtW/ DL1fERY DdLpP(CEE CLCCfPoCAL) MAHI-MAHI 0 2 UNITS) LIFE SAFETY PLANS SCALE: 3/32"=1 '-O" MAHI-MAHI 4TH FLOOR PLAN (PENTHOUSE) MAHI-MAHI 3RD FLOOR PLAN (0 COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. rr C1 W V Q W z W U V z Q LL III m O J > LL �w Z J Qa W ❑ U � O w Z � Q W J m LL U W I U 11 REG. 6698 Q O w Z E❑Eo o O N❑ O w w w N M LL 0 CD W "a` 4-\1 o + CD k k 0 CF1+ 5TATE ROAD A-1A - � J, "s CQ CQ co c co Co -Cb (EMERGENCY N N � N � � � "�"—� (EMERGENCY �� PARKING CALCULATION: VEHICLE ACCESS) k k VEHICLE ACCESS) PARKING REQUIRED: STABLIZED EARTH k k ASPHALT k k k STABLIZED FART 1 WITH SOD COVER WITH SOD CZ?VER 21 DWELLING UNITS = 42 PARKING SPACES DRIVEWAY �O 9 k �k a Ak PARKING PROVIDED: �� �; APRON k W �O �O o co k U' f Q SPACES: 21 SPACES SITE PAVED SPACES: 21 SPACES Nr 7` OOk I k TOTAL SPACES PROVIDED: 42 SPACES ` F ° T RETE - O1�CE'O X k k 1k IS'-0 0 0 PAs co CQ 110-1 2,_0„ 10,7$" 5Y'-0 v 1 ,_0, < 2,_ ,�� e c _�„ v l0'-01, � `24'-Sa ' 12, 0„ _3" 21r �, . 16'_g;r L. � _0.1 m � 5 CARS \ O 1 CARS , I'\ 16.1 1 �' 4 ; 5 — �y,� 11b IL, II�a LINE 01* 0 `� - LINE or CAR .e s.m u.9 r,\ 7m DyERHANCs OVERHANG 3., DEPRESSED I II. I2.0 — 13. — 9 lam DRAINAGE11 LINE X C NTJE(R DETENTION AREA '~ 0 WALKWA ABYP) ' (SEE CIVIL PLANS) f f `LINE OF G NTILEVER N WALKWA ABOVE (TYP) 0 POOL DEPRESSED _ p UNIT I I I 4-5 OiR�' J UI�1IT E3UILDIN DRAINAGE `.: ILI T� iv DETENTION AREA = 5T0R 1 IsIN I T �U I �,/ INI N n �, (SEE CIVIL PLANS) i50.0" �,_8 13'-5„ 16'_ I Z" ly" 116' 0° NE OF GA TILEVE LINE CANTILEVER BALCONY BOVE (T P) BAL NY ABOVE (TYP) 19. < 17. I 12.1 I 112., I I ., 11b 12.9 I I 131 I 1131 I 12.9 12, GAZER 9 — — — — — — — J L — — — — — — J L — — — — — — — J \ l ry, L-------J L-------J L--- --_J L--- --- '�t '4 0 4��0„ /�• J 12'- 0i JJJ _/ J 11 v v.:;� � �� v � v.• :;-r �..ti �"�w.i �. �,.�.r \. Ti � �✓ � � � � �/ SEA GRAPES SEA GRAPES J N SEA GRAPES SEA GRAPE SEA GRAPES i � � Ca% A" �,.� .,Y � � � � �.�- k Cry ' /ram SEA GRAPES \ Y----- - - i \� � "0 "N c� N CD ryI) W LK AY O � SEA OATS 8 DUNE GRASSES - V Ar k __----- fl k A- k m- _- - - - - - - - - - - - - - _ -----�-------- s--------------- -- ___-- � oQ------___ SEASONAL HIGH WATER LINE 5.41 NAVD IS88 k 1/9/2018 k O A- A- 0 k s s S CD o \ N O O N� A— O k 144.08' N fl O k — --- � 74.28' k �, --- 81.14' "� 47.12' � W _ 61.83' �s � o 21.65' co MEAN HIGH WATER LINE k 0.41 NAVD IS88 N 1.W NGVD IS2S I/S/2018 k � ARCHITCTURAL SITE PLAIN SCALE: 1 "=20' © COPYRIGHT 2020 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. QN 100 64, QW 10 to V 10 m 0J LL W dW J 4 Y Q w Q U w 00 O Z7 Q Lo J W LL Z U U W Z = Q U C1 cc LL REG. 8898 0 ° Z Z Y eo W o Q V W VI '° \ Q n O U= U N O NLL M 0 o� 116'-0" 38'-4° 38'-0" 38'-4" 1'-I" 1'-I" I1'-4" 13'-1" 1'-I" I1'-4° 4'_0• A 32'-0" -4" '-4" 32'-0° 3'-8" '-4" 32'-0" 4'-0" 2 A3. O A3.ID I I I I O O O O JI r��1 F \ I I L---J L= —J I � II IIII I I 1 1 I I L=—J I I ;II I I I II; III Ir--rl Ir ,I III I rJ IIIIIIIII 2 2BIyII 2G j }11j L tII IJrL —_J II 1 1 I III I�� 1I 11 �-� 1111 I I I II I II 1 I L 1 I lII II II II II I II ,r----- II -� II II --J I I ,r---- 6 0 1 L______________ -r r J , II L______________ r_ ___________r 7 1 L-----------1 I I I I I I r------------� I 1 I I I I I � 1 J L_____J :.. RW 11 /J JJ RWL \ RWL \ RWL \ /�------- - I I II II III II II I I II II I I - Ll I IJ II��II I; Jq ;I II��II I; L J ;I IILJII II �l AL- J-L—J� _ _ _ 1 I I r � 1 _ 1 1 - ELIE L_J I" I I I _ . •..I. . WSTALL I I: 1 ©�, 1 T L8• 1 6 1 y 6 e STAIR 2 5ECTION 3 .9Q 1 1to W-5" A 6'-1°9 ro 5'-6'n 3'-8" 3'- 9 6'-3" 041" 0 v I'-10" in in m in I'-10 v RWL a RWL W-0" O 6'-10" 5'-8' RWL. Rwl., 5'-8"` 6'-10" O 9'-0" 6'-6" .0 161_8• v m v m 9 RWL1 9 WFLLL m Y J 4'-4" 4'-4" 4'-4" 4'-4" 4'-8" 9'-4" 4'-8° 3'-4° 13'-I" 15'-1" 4'-0" 18'-8" 4'-0" 11I 12'-5" 8" 3'-4" 12'-8" 116'-0" SAILFISH 2ND FLOOR P PARTY WALL AND FLOORING SHALL BE INSTALLED TO COMPLY WITH FBC SECTION 1201 ALL INTERIOR FINISHES SHALL COMPLY WITH FBC TABLE 803.11. 0 Ai SAILFISHGARAGE FLOOR PLAN ALL INTERIOR FINISHES SHA `L COMPLY WIT ^BG TABLE 803.11. U� W Q W Z W U mw N 10 I � U 1 W (D �w C Cc to m m U LW 1 U El REG. 669E Q O ❑ Z Z Y w o Q VI W N F O O U 01� U 0 I� N 0 � 0 UN Z SAILFISH (9UNITS) FLOOR PLANS SCALE: 1 /8"=11_0" © COPYRIGHT 2020 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. e' ��a�nnnnnn��—n.�mmmm—�mm���mm -m�mm®en' i�mmmmm.�mm��—nmmn.�sn ns�s�s�s�roa�� O O PHB anLE � ,,,,, ,' •" �r • I L�\\ 5mmmmnn = :, ��? °���mmnn� mmmmm�R � I/L`�J��'ifi�1� " mmmmnnnmmmnesn.. .mmmmnn� �n mm�n� a _ 7mnnn ne nain6:::mrznnennnnemeans �y As.io �3 I11111I 11- IIOIOIOIOIOI IIIO1� -IIIIIIIIII svc�� Illlllllllllllss■ FE] Y.L. �■���� rp �nnm.mm� .nmm�mm� = c�_L► =cam J - A an mnnnnE _�`�- amnnn L A ® o r r r A3.ID QN IWO _ V O i F IWO Cc to Wm m 0. J > IL L �W Y Z J Qa W ❑ Q O ¢ O W ❑ Z7 Q J L W LL Z U U L Z = El LL REG. 6698 Q W �7 J m O ❑ Z Y CIOZ o It N N F O ^ O U O 4 U O� N 0 - ON Z SAILFISH 3RD FLOOR PLA SAILFISH (9UNITS) FLOOR PLANS SCALE: 1 /8"=1'-O" PARTY WALL AND FLOORING SHALL BE INSTALLED TO COMPLY WITH FBC SECTION 120-1 ALL INTERIOR FINISHES SHALL COMPLY WITH FBC TABLE 803.11. 0 © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. w C V _ M 0 o� Z I fir ALL ROOFING SHALL BE GAF EVERGUARD 60 MIL FLEECEBACK WHITE TPO FULLY ADHERED MEMBRANE OVER CELCORE R-19 LIGHTWEIGHT INWLATWG CONCRETE. ROOFING SHALL MAINTAIN MIN Y4 /FT. SLOPE. PII�OVIDE WALKING PADS TO ALL ROOF TOP EQUIPMENT. ALL FLAB-ING SHALL BE STAINLESS STEEL. 7 1 LJ I I I I I 0' _ I W I I I "A I II II I II II II II v II II i0 I I I I II II II II J ROOFTOP EQUIPMENT SHALL BE SECURED AS SHOWN ON MEP PLANS. CONTRACTOR SHALL LOCATED ALL POST TEN51ON CABLES PRIOR TO FINAL EQUIPMENT ANCHORAGE TO ASSURE NO CABLES WILL BE COMPROMISED. F7 LJ SAILFISHUPPER ROOF PLAN INTERIOR FINISHES SHALL COMPLY WITH FBC TABLE 80311. 0 4'-0° 32'-0" 1, 5'-4" 32'-0' 1, 6'-8" 1, 32'-0" 4'-0" 3 2 A3.10 A3.10 I I 0 I I I I SCUPPER SCUPPER I I I I a e I � � p QUIPMENT SHA BE SECURED AS #MEPPLANS.CONTRACT SHALL LOCATED ALL BLES PRI TO FINAL EQUIPMENT AN NO CA 9 WILL BE COMPROMISED. 9 AL NG SFI LL BE GAF VERGIJARD 60 MIL FLEECEBACK ME TP'O FULL ADHERED RANE OVER CELC40W R-19 IGHTWEIGHT ATING CONC . ROOFING SHALL MAINTAIN MN Y4"r'T. SLOPE. PROVIDE WALKI ADS TO ALL ROOF TOP EQUIPMENT. ALL LASHING SHALL BE AINLESS STEEL. I I m 6 28' 10, 6 9'-2" R w Ro. RD. RD. KID. I I I I I 21'-5 ip I -r 8'-I" 8 •-2" 9'-I 1 T'-0" T'-4" 8" 3-4" 8 3-4" 4DC"4° m ELEV ELEN MACH 0 RM& y INBT i SCUPPER R PPE /3IFN-B SECT C I 39 D S I i I 9 I— A iD 0 ill a r 0 iD A iD 6 — I 0 0 10,_8• 8" I I3'-4" 8" I5,_4" 15'-4' 15'-4" I8'-8" 16'-8" 32'-0" 32'-0" II6'-0" V V SAILFISHMAIN ROOF PLANCALLINTERIOR FINISHES SHALL COMPLY WITH FBC TABLE 803.11. A n A w i SAILFISH (9UNITS) ROOF PLANS SCALE: 1 /8"=1'-0" © COPYRIGHT 2020 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. kltt�Lj QN Iwo U I F ID 7 (n 10 W C.0 rr p J > IL L �w ` ' Z J Y Qa w ❑ Q O w O w ❑ Z7 Q wJ L LL Z W U U L V Z = Q U III El REG. 6698 Q ZON EOw 00� 0 N w N w 2 � rn M w \ O� 1'-I" 1 1 12'-9" 12'-2"I 1'-I" 31'-4" 2'-6" Al 2'-6' 31'-4' 2'-10° '-10" 31'-4" '-6" 2'-6" 31'-4" 3 2 A3.1 I A3.11 I 0 0 1 I I m m O O O O O O O O ------- J !� r -- r==-1 ------- r-�1 I?==-1 II II n n L J —=L==-J III III n II II II L_--J L==_J III III 1 1 III III I I 1 II I I I Ir--�I Ir--1I I I I I I I III III I I I I I Ir--rl Ir--11 I I I I I I II liili Ii it Ili iI iii I I !/� I 2 D I I I � I I II II I I � I I I j 2 E I �I T I l/� I iii Ii III III it liili I Ti I I° --I � I I I � I I I I I I II I I I 2 G j �+ II I I III III I I III III I I I II II I I I III III I I I II II I I II II I I III III I I II II I III--❑/ I l L-=-J L==-� I -..:..; 11 Yff------------ 7i— ILr 1 ---- JI RW l -� -------o RWL. 'i P.W.L. RWL. aI_�___ --I RWL. II lI F -I I rrr r� \II I ❑ \ -----------I rrr�ll IIJ ❑ I \II rr rr� Ilrr�� II/ I I �I III II II II III III III I I II I�� I II I IILJII I ' I I II/ I �I III III II I III III I� I II IILJII II II II��II II V 7A ' IIR 1 J� 6 6 STAI 2 ' N 5 - r� TALI _ _ 5'-1" SECTI Y T M13. / BC 6 9 RWL. RWL. a m� R m a RWL 1I 9 igr -' RWL `m m 6'-8. r, 1, I'-4' 1'-4" 1'-4" 9'-4" 9'-4° 22'-21i" 1, 3'-4" I, 6'-3" 6'-8" 6'-8' 8'-II" 10'-4" 1'-8" 10'-4" B'-II" 6'-8" 6'-8" 6'-3" 1, 3'-4" 1'-4" II 1'-0" 150'-0" MAHWAHI 2ND FLOOR PLAN r� MAHWAHI (1 2 UNITS) FLOOR PLANS �-� SCALE: 1 /811=1 I-OII PARTY WALL AND FLOORING SHALL BE INSTALLED TO COMPLY WITH FBC SECTION 1201 ALL INTERIOR FINISHES SHALL COMPLY WITH FBC TABLE 803.11. 0 © COPYRIGHT 2020 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. U� If W Q W Z W U mw N 10 U I F Iw0 C� Ow m m p J ILL �w Z J Qa w ❑ U ¢ O w Z� Q wJ LL U W U El REG. 6699 Q O ❑ Z Z Y w o Q 0 In W F O a ^ 0 U= ❑�U U N ❑ 0 UN w w w 2 rn N r--1 I"')