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HomeMy WebLinkAboutOceanique Bldg. A 2405-0634Code Compliance Division INSPECTION CARD 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 http://www.stiucleco.org/public works/permitti ng.htm http://airs.slcfl.vetrol.com/AIRSweb.php 24060639 351 Mechanical Rough-In(duct 1 11/14/2005 91 Partial Approval Van Whitaker 11/14/2005 THIRD FLOOR 24050639 351 Mechanical Rough-In(ducl 1 11/30/2005 91 Partial Approval Van Whitaker 11/30/2005 4th FLOOR ONLY 24060639. 380 Mechanical Final 1 01/04/2007 91 Partial Approval Van Whitaker 01/0412007 PENDING RECEIPT OF P&B LETTER APPROVED BY ENGINEER. 24050639 380 Mechanical Final 1 01/16/2007 92. Accepted As Noted Van Whitaker 01/16/2007 RECEIVED ENGINEER LETTER FOR MECHANICAL FINAL... THIS CONCLUDES ALL THE MECHANICAL FINALS FOR THIS PERMIT. ENGINEER LETTER IS FILED WITH PERMIT FOR REFRENCE 24050639 420 Plumbing Rough 1 09/06/2005 90 Approved Greg Smyth 09/06/2006 null Scheduled: Fri Sep 2 09:13:15 EDT 2005 24050639 420 Plumbing Rough 1 04/04/2005 91 Partial Approval Greg Smyth 04/04=05 (Legacy Inspection) 24050639 423 Plumbing Top Out 1 12/13/2006 91 Partial Approval Van Whitaker 12/13/2005 51h FLOOR ONLY 24050639 423 Plumbing Top Out 1 12/30/2006 91 Partial Approval Bill Logsdon 12130/2005 6lh FLOOR ONLY 24050639 423 Plumbing Top Out 1 02/03/2006 91 Partial Approval Van Whitaker 02/03/2006 9th FLOOR ONLY X5 24050639 423 Plumbing Top Out 1 01/24/2006 91 Partial Approval Van Whitaker 01/24/2006 8 th FLOOR ONLY - 24060639 423 Plumbing Top Out 1 01/12/2006 91 Partial Approval Greg Smyth 01/12/2006 7th FLOOR Resulted: Thu Jan 12 13:06:49 EST 2006 24050639 423 Plumbing Top Out 1 11/14/2005 91 Partial Approval. Van Whitaker 11/14/2005 THIRD FLOOR 24050639 423 Plumbing Top Out 1 11/30/2005 91 Partial Approval Greg Smyth 11/30/2005 4th FLOOR ONLY Resulted:. Wed Nov 30 12:31:16 EST 2005 24050639 423 Plumbing Top Out 1 03/09/2006 91 Partial Approval Bill Logsdon 03/09/2006 11th FLOOR ONLY 24050639 423 Plumbing Top Out 1 02/22/2006 91 Partial Approval Van Whitaker 02/22/2006 10th FLOOR ONLY - 5 UNITS 24060639 423 Plumbing Top Out 1 03/22/2006 91 Partial Approval Van Whitaker 03/22/2006 Re -inspection 11 24050639 423 Plumbing Top Out 1 03/22/2006 91 Partial Approval Van Whitaker 03/22/2006 Re -inspection 12 24050639 423 Plumbing Top Out 1 03/22/2006 91 Partial Approval Van Whitaker 03/22/2006 Re -inspection 13 24050639 423 Plumbing Top Out 1 03/22/2006 91 Partial Approval Van Whitaker 03/22/2006 12 FLOOR ALL UNITS 24050639 423 Plumbing Top Out 1 04/11/2006 91 Partial Approval Van Whitaker 04/11/2006. 13TH FLOOR X 5 UNITS - ALL COMMON AREAS 2 THRU 13 Re -inspection 15 24050639 423 Plumbing Top Out 1 03/22/2006 91 Partial Approval Van Whitaker 0322/2006 Re-inspegyj;n 10 i 24060639 4V3 Plumbing Top Out 1 08/22/2006 90 Approved Re-inspe�ry 16 Van Whitaker 08/22/2006 Scheduled: Mon Aug 21 13:52:51 EDT 2006 with value: Tue Aug 22 00:00:00 EDT 24050639 417 Temp.Toilet/Temp Culvert 1 2006 (LegacMiftection) 90 Approved Greg Smyth 24050639 4tb Plumbing Final 1 01/04/2007 90. THIS IS CftPLETE. Approved -, Van Whitaker 01/04/2007 Code Compliance Division INSPECTION CARD 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462.2172 Fax: (772) 462-6443 http://www.stiucieco.orgipublic�_works/permitt'ing.htm http://airs.slcfl.vetrol.com/AIRSweb.php 24050639 238 Electric Rough 1 02/22/2006 91 Partial Approval Van Whitaker 02/22/2006 10thFLOOR ONLY UNITS 24050639 238 Electric Rough 1 04/11/2006 91 Partial Approval Van Whitaker 04/11/2006 13TH FLOOR X 5 UNITS- ALL COMMON AREAS 2 THRU 13 Re -inspection 11 - 24050639 238 Electric Rough 1 03/09/2006. 91 Partial Approval Ken Arnold 03/09/2006 11th FLOOR ONLY 24050639 238 Electric Rough 1 03/22/2006 91 Partial Approval Van Whitaker 03/22/2006 Re -inspection 10 24050639 238 Electric Rough 1 08/22/2006 90 Approved Van Whitaker 08/22/2006 Re -inspection 12 Scheduled: Mon Aug 21 13:54:13 EDT 2006 with value: Tue Aug 22 00:00:00 EDT 2006 24050639 260 30 Day for Testing 1 05/11/2006 91 Partial Approval Gary Gerstemeier 05/11/2006 MAIN HOUSE METER ONLY SCHEDULED WITH BRIAN 24050639 280 Electric Final 1 01/04/2007 90 Approved Van Whitaker 01/04/2007 THIS IS FOR THE LANDSCAPE LIGHTING 24050639 280 Electric Final 1 01/04/2007 90 Approved Van Whitaker 01/04/2007 THIS IS FOR UNIT 204 ONLY. 24050639 351 Mechanical Rough-In(dud 1 03/22/2006 91 Partial Approval Van Whitaker 03/22/2006 Re -inspection 10 24050639 351 Mechanical Rough-In(duct 1 08/22/2006. 90 Approved Van Whitaker 08/22/2006 Re -inspection 16 Scheduled: Mon Aug 21 13:54:59 EDT 2006 with value: Tue Aug 22 00:00:00 EDT 2006 24050639 351 Mechanical Rough-In(duct 1 03/22/2006 91 Partial Approval Van Whitaker 03/22/2006 Re -inspection 11 24050639 351 Mechanical Rough-In(dud 1 03/22/2006 91 Partial Approval Van Whitaker 03/22/2006 Re -inspection 12 24050639 351 Mechanical Rough-In(duct 1 03/22/2006. 91 Partial Approval Van Whitaker 03/22/2006 Re -inspection 13 24050639 351 Mechanical Rough-ln(ducl'' 1 03/22/2006 91 Partial Approval Van Whitaker 03/22/2006 12 FLOOR ALL UNITS 24050639 351 Mechanical Rough-In(ducl '. 1 04/11/2006 91 Partial Approval Van Whitaker 04/11/2006 Re -inspection 15 13TH FLOOR X 5 UNITS - ALL COMMON AREAS 2 THRU 13 24050639 351 Mechanical Rough-In(dud 1 02/22/2006. 91 Partial Approval Van Whitaker 02/222006 10th FLOOR ONLY - 5 UNITS 24050639 351 Mechanical Rough-In(dud 1 03/09/2006 91 Partial Approval Ken Arnold 03/09/2006 11 th FLOOR ONLY 24050639 351 Mechanical Rough-In(dud 1 01/12/2006 91 Partial Approval Van Whitaker 01/12/2006 7th FLOOR 24050639 351 Mechanical Rough-In(duct 1 01242006 91 Partial Approval Van Whitaker 01/24/2006 8 th FLOOR ONLY 24050639 351 Mechanical Rough-In(duci 1 02/03/2006 91 Partial Approval Van Whitaker 02/03/2006 9th FLOOR ONLY X 5 24050639 351 Mechanical Rough-ln(duct 1 12/302005. 91 Partial Approval Bill Logsdon 12/30/2005 6th FLOOR ONLY 24050639 351 Mechanical Rough-In(ducl 1 12/13/2005 91 Partial Approval Van Whitaker 12/13/2005 5th FLOOR ONLY 7A050639 351 Mechanical Rough-In(duCI 1 11/14/2005 SECOND FLOOR 91 Partial Approval Van Whitaker 11/14/2005 �W '7kr Y 6 �Cll -l!NE 'VE LET`!� _Yt 98' 14 N28*24'57 x I t;%8'57*jq'W 989.17' -ra :0117,39"t 5V 2Y .,497.39 , ' A- t22*21'4-*E 956.46L N22'19'40"W "A r,6' S UBJECT SITE N21-17-� ?-W 966 RA' IN OLA1800r, �6. VAGt �6 r,L;ai �qr,, OS Or ST. l ­ COR W S18-14-42% 19'21*49'E 993 4V 5!8'22*211 V, 1988 CCQL MONUMENTATION TIES AN QETAJLS TO S32'59'32"W CT PEOPEM J20.24' NTS 94--17-A30 On COWAL CONSMYC �ijgPdGE 8 Z-iecgoom A NTy, FLORlIDA RECORDS OF ST. LUCIE COU cb PUBLIC DECEmqER 12, 1978 C�IS i. BLDG� ,Typr i CO�457 A COASTAL *F_ AGE 21 K 2' - P AS T. LUCIE, O"rf ON pill, HIRO(RM) -,'ICT, ASPHALT Ito WASTEWATER EASEMENT tOP8 16(12, PACr 1433 % ) N 1155282.6225 E 724686. 3104 G) 11 0 1.4 0 L 0 Fl CD n I C) 0 �n MEAN HIGH WATER U E EL� = 1.94 FT NGVD AS LOCATED JUNE 9. 2003 0 4- WOE HA DICAP ACCE� DUNE CROgOVER (TYP-) vEGETA'nON 0* CONTOUR LINE 0 -si �-iii ATLAN77C OCEAN I 1 -0- __ 114.2�0 47 82 Wa 4& __ _ IZ47.89 a 01E SZ21 �E /SlMln �WiM*E AM" PARCEL A ILEYATiON:-:7.14 �7_w, LXISI. UUNL CROSSOVER WE (PARCEL -B") wm (PARCEL "A-) 0 Up 0 7 7 VATION=15 SECTION 23, TOWNSHIP .34 S, RANGE 40 E PROP. LIGHT NVELOPE FOR POLE (TYP-) CYIST 2-13 (TYP-) VICINITY MAP 1422'W54MW GENERAL NOTE 1. PROPOSED BUILDING ENVELOPE INDICATES MAXIMUM EXTERIOR WALL T T T B'_ i /EXIT. BILDG. DIMENSIONS ONLY. ( T (T E I CONST.) 2. ALL SITE ELEVATIONS ARE BASED ON 1929 NGVD DATUM. 3. BOUNDARY AND TOPOGRAPHIC INFORMATION WAS PROVIDED BY IDS. MASTELLER, MOILER & REED, INC. JOB NO. 01-4810.02 DATED JUNE 15, :-S 36 2001. THEIR OFFICE IS LOCATED AT 2205 14TH AVENUE, VERO BEACH, 6­4 18' EXIST. AFPHA! FLORIDA 32960. J_ 4. BEACH DUNE SYSTEM IS TO BE MAINTAINED AS SPECIFIED IN THE FLORIDA 4m 10, TYP-) DEPARTMENT OF ENVIRONMENTAL PROTECTION'S PERMIT ISSUED FOR THIS PROJECT. 5. THERE SHALL BE NO ALTERATION OF THE EXISTING TOPOGRAPHY OR 74 FLOOD ZONE 'AO* REMOVAL OF EXISTING NATIVE VEGETATION SEAWARD OF THE 1978 CCCL, r DEPTH 2. EXCEPT THAT WHICH IS SHOWN ON THE SITE CONSTRUCTION PLANS. 211'ri7of 6. CONSTRUCTION OF THE WOODEN DECK SHALL BE OF WOODEN PIER AND .82 BEAM WITH OPEN SLAT. 7. CONTOURS ARE APPROXIMATE ONLY. 8. SOLID WASTE CONTAINMENT FOR THE SITE WILL BE LOCATED INTERNALLY RETENTIO� A0A 12 1 0 WITHIN THE BUILDING. 7 ElIcT. INALL 0- 9. WATER FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE PRIOR TO - - - - - - - - COMBUSTIBLES BEING BROUGHT ON SITE. ACCESS DURING CONSTRUCTION SHALL BE PROVIDED BY A MAINTAINED 20' WIDE UNOBSTRUCTED, ALL 6 16 WEATHER DRIVING SURFACE, CAPABLE OF BEARING THE WEIGHT OF FIRE ODD ZONE 'AD* APPARATUS. SEE UTILITY DETAIL SHEET FOR FIRE HYDRANT SPECIFICATIONS. DEPTH=1.0* 10. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED 10.67 10*(TYP.) WITHIN ROAD AND DRAINAGE RIGHT-OF-WAY AS A DIRECT RESULT OF NEW CONSTRUCTION. 11. SITE SIGNAGE SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT XIST, FENCE COUNTY SIGN 'REGULATION AT THE TIME OF APPLICATION FOR A SITE SIGNAGE PERMIT. SITE SIGNS SHALL BE LOCATED NEAR THE ENTRANCE AND 0.00 EXIT OF THE SITE AND SHALL BE NO GREATER THAN 32 SF OR 10 FEET IN HEIGHT PER SECTION 9,01.01(C) OF THE ST. LUCIE COUNTY LAND 267- 48 2. 7;9�r DEVELOPMENT CODE. HIRD(RM) 12. GOPHER TORTOISE BURROWS SCALED FROM THE ENVIRONMENTAL IMP 'ACT REPORT PREPARED BY ENVIRONMENTAL SERVICES, INC. DATED OCTOBER 'LODO ZONE *X 2003. L 41 IUL WAL K 13. ANY DAMAGE DONE TO THE SIDEWALKS SHALL BE REPAIRED TO THE 545 SATISFACTION OF ST. LUCIE COUNTY ROAD & BRIDGE OR APPROPRIATE 84,2687 SECURITY POSTED FOR THE REPAIR OF THE SIDEWALKS PRIOR TO THE k2491 9.7409 Ltj ISSUANCE OF THE FIRST BUILDING PERMIT. < AEPROXIMATE DEYELOP �,-CXIST. SIGN (Tyr�.) -MENT SCHEDULF N (TYP.) CONSTRUCTION COMPLETE TWO YEARS FROM THE DATE WE RECEIVE THE O^ER; OCEANIQUE DEVELOPMENT COMPANY, INC. ROAD AlA (SEE FOOT SHEETS) LPROP. SITE SIC z E FLORIDA DEPARTMENT OF ENVIRONMENTAL 925 N. COURTENAY, PKWY. SUITE 28 NOTICE TO PROCEED FROM TH MERRITT ISLAND, FL. 32953 j 292.67'- PROTEC11ON FOR THE COASTAL CONSTRUCTION PERMIT, THE NOTICE TO PH.(321). 453-5360 FAX(321) 453-3618 �A PROCEED SHOULD BE RECEIVED APPROXIMATELY BY MARCH 2004. MINIMUM F.E.E. FOR MAIbj STRUCTURE (HABITABLE POR110N); EN2Nffjj, FLEIS AND BENNETT ENGINEERING INC. STATE ROAD AlA 1. 18" ABOVE CROWN OF ROAD 2060 HIGHWAY AlA, SUITE 308 1 '- R/W) INDIAN HARBOUR BEACH, FLORIDA 32937 �IASTEWATfR EAFENAENT:J WA51LWAILI? LASLINILNI-J W 5-17WATER CASC41ENTj L==WA FWATTR FASFMFN7 F.F.E. = 4.90 FT. + 1.5 FT. = 6.40 FT. 0 1555, PAGE 2939) (()Hb v 5b, PA�G� 2646) (ORU IbU2, PAGL 1433) ORB 1:,55, PAGE 2946) (321) 777-2701, FAX (321) 779-2173 _�DR 0 2. FLOOD ELEVATION ESTABLISHED BY FLOOD HAZARD BOUNDARY MAP FxIST. SIQUAIA K Mao viii��- aw, MM` 000 400 SURVE= MASTELLER, MOLER & REED INC, am, an, amM, aMM . TABUILAT110M (ZONE "VE-15") MINIMUM F.F.E, = 15.00 FT, 2205 14th AVE. PARCEL NO. PARiCEL NO. 13UILDING DATA: 13-STORY, 1ST FLOOR GARAGE, 2ND THRU 13TH FLOORS VERO BEACH, FLORIDA 32960 (130.-00 4-000/0) PARCEL NO. ITEM REOUIRED/ALLOWED PROVIDED (130-0002-000/6) 7 (130-0006-000/4) RESIDENTIAL USE (561) 564-8050 TION 15.00 FT. NGVD GR05S ASEA: ±29.35 ACRES PARCI a_:::� --- ------ - SITE AREA 10,000 SF, MIN ±29.35 AC (TOTAL) MINIMUM FLOOD ELEVA A SITE WIDTH 100 FT, MIN 700 FT GARAGE FINISH FLOOR EL. 12-00 FT. NGVD (BLDG. "A") -4 - - - - - - - - - - - - PARCEL A �EAST OF SRAIA) = 9.35 AC. )I LECENUs ROAD FRONTAGE 60 FT ±736.33 FT GARAGE FINISH FLOOR EL. 12.33 FT. NGVD (BLDG. "B") PARCEL B WEST OF SRAlA) = 20.00 AC." ZONING: HIRD X ACTIVE GOPHER TORTOISE BURROW UNITS ALLOWED: (9 UNITS/AC)(29.35 AC)=264 UNITS 144 UNITS HEIGHT (BLDG "A-) = 10.58 FT. + 11(9.58 FT.) + 10,58 FT. = 126.58 FT FUTURE LAND USE: RM 0 INACTIVE GOPHER TORTOISE BURROW STRUCTURAL HEIGHT 125 FT 123.515 FT ABOVE FLOOD ELEV, HEIGHT ABOVE FLOOD ELEVATION = 126.58 FT. - (15 FT. -12.00 FT.) 0 ABANDONED GOPHER TORTOISE BURROW (ABOVE FLOOD ELEV.) (138.58 FT NGVD) (SEE MINIMUM F.F.E. FOR GENERAL STAMMENTa LANDSCAPE BUFFERS ARE PROPOSED ALONG THE SR AlA RIGHT-OF-WAY FOR MAIN STRUCTURE (HABITABLE PORTION) = 123,58 FT. THE PROPOSED DEVELOPMENT INCLUDES NINE (9) TAX PARCELS. TAX PARCELS 1423-120-0025-000-Z AND THE NORTH AND SOUTH PROPERTY LINES. NO WALLS OR FENCES LOT COVERAGE BY BLDG. 40% MAX 5.93% HEIGHT (BLDG "B") = 12.09 FT. + 11(9.47 FT,) + 9.99 FT. = 126.25 FT. 1423-130-0001-000-9, 1423-130-0003-000-3. 1423-130-0005-000-7, 1423-130-0007-000-1, 1423-130-0009-000-5 ARE LOCATED ON THE EAST SIDE OF SIR AlA AND ARE HEREAFTER REFERRED ARE PROPOSED IN THESE BUFFERS. ONLY THE VEHICULAR TRAFFIC BUILDING COVERAGE: 1.74 AC (5.937.) HEIGHT ABOVE FLOOD ELEVATION = 126.25 FT. - (15 FT. -12.33 FT.) TO AS PARCEL "A". TAX PARCELS 1423-130-0002-000-6, 1423-130-0004-000-0, AND WILL BE GATED. PAVEMENT AND POOL COVERAGE: 2.26 AC (7.707.) = 123.58 FT. 1423-130-0006-000-4 ARE LOCATED ON THE WEST SIDE OF SR AlA AND ARE HEREAFTER REFERRED ALL OF THE PARKING SPACES AND DRIVEWAY AISLES SHALL BE PERVIOUS COVERAGE (PARCEL A): 5.35 AC (18,23%) TO AS PARCEL "B". DEVELOPMENT FOR THIS PROJECT IS LIMITED TO THE SIR AlA RIGHT-OF-WAY CONSTRUCTED IN ACCORDANCE WITH THE PROPOSED ASPHALT PAVEMENT 1M SECT10N PROVIDED WITHIN THE CONSTRUCTION PLANS. 00%,pERVIOUS COVERAGE (PARCEL B): 20.00 AC. (68J47j. BLDG. "A" SIDE SETBACK = BLDG, DEPTH + 2(BLDG. HEIGH!) AND PARCEL "A". A 29.35 AC (1007.) 4 THE PROPOSED DEVELOPMENT IS FOR THE CONSTRUCTION OF TWO (2) THIRTEEN (13) STORY CONDOMINIUM THE ST. LUCIE COUNTY UTILITIES DEPARTMENT WILL PROVIDE SEWER, = 174.00 F + 2023,58 FT.) BUILDINGS (TWELVE-'(1-2 RESIDENTIAL FLOORS OVER ONE (1) LEVEL OF PARKING), CONSISTING OF A POTABLE WATER, AND RECLAIMED WATER TO THE SITE. SOLID DUNE PRESERVA71ON AREA (2.50 ACRES) T TOTAL OF 144 RESIDENUL UNITS, FOUR SINGLE -STORY GARAGE BUILDINGS, SWIMMING POOL, UTILITIES, W�STE FOR THE PROJECT WILL BE COLLECTED INTERNALLY WITHIN USABLE COMMON OPEN SPACE COVERAGE: 24.23 AC (83%) = 105.29 FT. DUNE CROSSOVER, LANDSCAPING AND STORMWATER MANAGEMENT SYSTEM. THE BUILDINGS AND PICKED UP VIA ROLL -OUT DUMPSTERS. USABLE COMMON OPEN SPACE MAINTAINED AS NATURAL VEGETATION: 22.08 AC (75.6%) THE MAIN STRUCTURES (BUILDINGS -A- AND 2-) SHALL BE DESIGNED ON AUGER CAST REINFORCED CONCRETE THE USEABLE COMMON OPEN SPACE SHALL BE MAINTAINED BY THE - BLDG. "B" SIDE SETBACK = =G. DEPTH + 2(BLDG. HEIGHT) PILE FOUNDATIONS NTH THE TOP OF THE P LE CAPS LOCATED BELOW THE PROJECTED 100 YEAR EROSION ESTABLISHMENT OF A CONDOMINIUM ASSOCIATION. PARKING REQUIREMENTS 4 LINE. THE WALLS WILL BE CONCRETE BLOCK WALLS (TYPE I CONSTRUCTION) AND THE INTERNAL PARTITIONS 2 SPACES/UNIT X 144 UNITS 288 SPACES = 90 FT. + 2(123,58 FT.) WILL BE STEEL STUDS. THE GARAGE LEVELS WHICH ARE CONSIDERED NON -HABITABLE, SHALL BE DESIGNED UCTION NOTEQ SIM PLAN APPROVED 4 TO BE FRANG18LE NTH OPENINGS SO AS NOT TO IMPEDE THE FLOW OF WATER. ALL ELECTRICAL AND TOITHEE BEST OF MY KNOWLEDGE THESE DESIGN PLANS AND PRO)dDEO PARKINGo DATE *44 zoo = 84.29 FT. DUCTWORK SHALL BE ELEVATED ABOVE THE BASE FLOOD ELEVATION. THE OTHER STRUCTURES WILL BE [CA 201 COVERED SPACES s ECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS OF THE SAME CONSTRUCTION EXCEPT THE FOUNDATIONS WILL NOT CONSIST OF PILES. T�B IS� 88 UNCOVERED SPACES THE PORTE COCHERE, GARAGE FLOOR, AND RECREATION ROOM OF BUILDING HB" SHALL NOT BE E TABLISHED IN SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE. -DOW of MM COMMISSION SEPARATION BETWEEN BLDG. 'A" & �8" = LA + LB + 2(HA + HB) .7 STRUCTURALLY ATTACHED TO THE TOWER PORTION (FLOORS 2-13) OF THE BUILDING. THE RECREA11ON 2. ALL EXTERIOR LIGHTING SHALL CONFORM TO ALL APPLICIABLE 289 T-oTA-L* ADJACENT TO THE SWIMMING POOL REQUIREMENTS OF FLORIDA STATUTE 370.12 (MARINE TURTLE INCLUDES 12 HANDI-CAP PARKING SPACES OL 4 ROOM WILL BE PROVIDED ON THE GROUND FLOOR OF BUILDING "B D.E.E. $80RE PARA-1.111.11WEAQ1 0 FT. + 0 FT. + 2(123.58 FT. + 123.58 FT.) AND DUNE CROSSOVER. THESE FACILITIES WILL BE MADE AVAILABLE FOR ALL THE RESIDENTS, PROTECTION ACT). LENGTH AT CCCL = 757.91 FT THE RECREATIONAL ROOM SHALL BE ELEVATED TO A MINIMUM ELEVATION OF 15 FEET NGVD TO MEET THE MINIMUM 100 YEAR FLOOD ELEVATION. TWO TENNIS COURTS ARE PROPOSED ON THE ROOF OF LENGTH AT IMPACTS = 219.04 FT + 258,67 FT 47N FT 4 THF';F FACILITIES WILL BE MADE AVAILABLE TO ALL RESIDENTS. SHORE PARALLEL IMPACT = 477.71 FT / 757.91 FT X 1: sm 63.03% 123.58 FT� 1� (E= �D U-) LO �C4 x < z < < Z co _j n id,w L') tn I Ex to n to 0 Wt 2� C14 Ln CL_ I I— iz 0 cc III_ Z:�E < D w z 00 r) W z :D 0 00 z < w 0 0 r -IN z LLJ z Ld z LLI 0 0 m 0 0 LLI LLI > Z I- _j < n Z Z w 0 w U) W 0 LLI z CL w w W 2 V) Lo 5: 0 P,� 0 0- 0 0 L'i 1_� _j _j Ld LAJ Lj w Q_ a� CL w 0 > Li W W 0 w Of wlwl<lwl I n 0 LLJ I- Lf) < zz, r, r H_ 00 C4 CA V) Nt 0 '0 N rn � r) p � 10 n 0) cq �: c%I z I W fflo z G u- N C.4 te) to z z Lu 5 < >< m W LLJ o6 z0 oo (:31 CD C-4 ft! LLI w zr, Lu G z At Z uj z ui z z V) < In < 0 @ THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED HERE: DATE rDESIGNED: CB DATE 5/5/03 DRAWN BY: TE 6/10/03 CHECKED: APPROVED: FACAD CODE: 0149OC10 PROJECT NO� 01.490 SITE PLAN SHEET 2 OF 13 kn 0 CONSTRUCT10ti NOT fog J I ti i Q 0 d W i t7 c-1 0 r 45 w 0 n c�. LQ n I N N N 0 0 cn N N ro :WC" L!NE :SEE LErT.t 98;,;4 ',N78'74'57-w 't, ... w�•,• 7f 8 5s 19'W 989.1?' 22! f 'a6t 99�693 ` 'k :9YS,39'Y: 9877Y i S`997.39' ~ vl:c :e'+•rr• R 522'2t'4TE 986.46' :r.: •••.•• ' `i23'06't 5'ri 9ot,5a• j• l't 1+22-19.40-W 984 56• Col. ,r ;�.• SUBJECT SITE 2, s� •` 1 t C4Ari •. 0.! fOp :!RUC n(X: ftR71R(A 1'!F -- AS RLCJBULU :N PLA180UK 26. IV.GE 26 PUB;11 RECORDS Lr ST .;:CIE COU`:Ty 70'56'4.3"F 9157 Stl' t1 1St9Kt'49•E S'8'22'21% - 981.68• 1 19_88 GCCL MONUMENTA110N ' ~� t -DES AND DETAILS TO ? SUBJECT PROPERTY s322S93z'w- y 310.24' • NTS 94-77-A30 y% N 1149902 4150 ._• E ?26534.8250 ' coAsTAL TRUGT„w,l E,.,.....- ....- ...r. .,- IN PI t,TBOOK 19, PAGE PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA DECEMIBER 12, 1978 -� r -I 1 EXiSi,. fiLDG. ,Tvnr , CVIST,S pUBt IC RECORDS OF ST. LUOE COON rf 4,2211910 EXIST. ASPHAI T W'ASTEWATEP EASEMENT (fiPR :601, T'A;,F 1133) N 1155282.6 E 724686.31 MEAN HIGH WATER LINE EL.= 1.94 FT NGVD AS LLOCATED ON JUNE 9, 2003 A _-__" - - GETATIO A77 AAMr-% i I�iI-1VG{.� �•1 `-O' CONTOUR LINE .�NF ELEVATION=7.14 / I LXISI. UUNL (- C,RC;5CvER SUE C (PARCEL "B") SECTION 23, TOWNSHIP 34 S, RANGE 40 E VICINITY MA ^"= = 1. PROPOSED BUILDING ENVELOPE INDICATES MAXIMUM EXTERIOR WALL V6.04 /E10 EEoc. DIMENSIONS ONLY. I CONST.) 2. ALL SITE ELEVATIONS ARE BASED ON 1929 NGVD DATUM. 3. BOUNDARY AND TOPOGRAPHIC INFORMATION WAS PROVIDED BY MASTELLER, MOLER & REED, INC. JOB NO. 01-4810.02 DATED JUNE 15, 2001. THEIR OFFICE IS LOCATED AT 2205 14TH AVENUE, VERO BEACH, FX MT. AsrHn; FLORIDA 32960. 4. BEACH. DUNE SYSTEM IS TO BE MAINTAINED AS SPECIFIED IN THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S PERMIT ISSUED FOR THIS 1 PROJECT. 5. THERE SHALL BE NO ALTERATION OF THE EXISTING TOPOGRAPHY OR FLOOD ZONE 'AO' REMOVAL OF EXISTING NATIVE VEGETATION SEAWARD OF THE 1978 GCCL, / DEPTH-2.0' �� _ EXCEPT THAT WHICH IS SHOWN ON THE SITE CONSTRUCTION PLANS. A21'I7r17'W �// 6• CONSTRUCTION OF THE WOODEN DECK SHALL BE OF WOODEN PIER AND / / 2.82 27" BEAMCONTOURS ARE SLAT.EN 7. AREAPPROXIMATE ONLY. 2ETENTION / / i 8. SOLID WASTE CONTAINMENT FOR THE SITE WILL BE LOCATED INTERNALLY REA 2 ® WITHIN THE BUILDING. EXIST. ;rAILL 0 9. WATER .FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE PRIOR TO L COMBUSTIBLES BEING BROUGHT ON SITE. ACCESS DURING CONSTRUCTION SHALL BE PROVIDED BY A MAINTAINED 20' WIDE UNOBSTRUCTED, ALL WEATHER '!DRIVING SURFACE, CAPABLE OF BEARING THE WEIGHT OF FIRE ODD ZONE "AD' oEP7H•1.0' APPARATUS. SEE UTILITY DETAIL SHEET FOR FIRE HYDRANT SPECIFICATIONS. 10. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED / \ WITHIN ROAD AND DRAINAGE RIGHT-OF-WAY AS A DIRECT RESULT OF NEW / tEXIST. 7f,CONSTRUCTION. FENCE �W 11. SITE SIGNAGE SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT COUNTY SIGN REGULATION AT THE TIME OF APPLICATION FOR A SITE SIGNAGE PERMIT. SITE SIGNS SHALL BE LOCATED NEAR THE ENTRANCE AND 101 EXIT OF THE SITE AND SHALL BE NO GREATER THAN 32 SF OR 10 FEET IN e�A k r'r HEIVELOPMENT GHT PER CODE. TION 9'01.01(C) OF THE ST. LUCIE COUNTY LAND HIR®(RM) 12. GOPHER TORTOISE BURROWS SCALED FROM THE ENVIRONMENTAL IMPACT J/ FLOOD ZONE X• REPORT PREPARED BY ENVIRONMENTAL SERVICES, INC. DATED OCTOBER 2003. )%' LXIS I SlULWALK 13. ANY DAMAGE DONE TO THE SIDEWALKS SHALL BE REPAIRED TO THE tsasa4.2697 SATISFACTION OF ST. LUCIE COUNTY ROAD & BRIDGE OR APPROPRIATE 24919.7409 SECURITY POSTED FOR THE REPAIR OF THE SIDEWALKS PRIOR TO THE ISSUANCE OF THE FIRST BUILDING PERMIT. �-_EXIST. StGN (Trr'.) APPROXIMATE DEVELOPMENT SCHEDUI F CONSTRUCTION COMPLETE TWO YEARS FROM THE DATE WE RECEIVE THE NOTICE TO PROCEED FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR THE COASTAL CONSTRUCTION PERMIT. THE NOTICE TO -- - PROCEED SHOULD BE RECEIVED APPROXIMATELY BY MARCH 2O04. _i_18" ABOVE CROWN OF ROAD F.F.E. = 4.90 FT. + 1.5 FT. = 6.40 FT. m � Ib �-- 2. FLOOD ELEVATION ESTABLISHED BY FLOOD HAZARD BOUNDARY MAP VERO BEACH, FLORIDA 32960 ;' PARCEL NO. / PARCEL NO. / TABULATION: (ZONE VE-15) MINIMUM F.F.E. = 15.00 FT. (561) 564-8050 j' (130-0002-000/6) / (130-0004-000/0) PARCEL NO. BUILDING DATA: 13-STORY, 1ST FLOOR GARAGE 2ND THRU 13TH FLOORS / (130-0006-000/4) / REQUIRED/ALLOWED PROVIDED RESIDENTIAL USE GROSS AREA: ±29.35 ACRES < _ PARCEL _ _ _ _- _ SITE AREA 10,000 SF, MIN ±29.35 AC (TOTAL) MINIMUM FLOOD ELEVATION = 15.00 FT. NGVD PARCEL A EAST OF SRAIA = 9.35 AC. ------- -- `-` SITE WIDTH 100 FT, MIN 700 FT GARAGE FINISH FLOOR EL. = 12.00 FT. NGVD (BLDG. "A") PARCEL B WEST OF SRA1 A3 = 20.00 AC �/ I Ff / ROAD FRONTAGE 60 FT ±736.33 FT GARAGE FINISH FLOOR EL. = 12,33 FT. NGVD (BLDG. "B") LQNII`iCt,'. HIRD X ACTIVE GOPHER TORTOISE BURROW FUTURE LAND USE: RM 0 INACTIVE GOPHER TORTOISE BURROW UNITS ALLOWED: (9 UNITS/AC)(29.35 AC)=264 UNITS 144 UNITS HEIGHT (BLDG "A") = 10.58 FT. + 11(9.58 FT.) + 10.58 FT. = 126.58 FT, O ABANDONED GOPHER TORTOISE BURROW STRUCTURAL HEIGHT 125 FT 123,58 FT ABOVE FLOOD ELEV. GENERAL STATEMENT: (ABOVE FLOOD ELEV.) (138.58 FT NGVD) (SEE MINIMUM F.F.E. FOR HEIGHT ABOVE FLOOD ELEVATION = 126.58 FT. - (15 FT. -12.00 FT.) THE PROPOSED DEVELOPMENT INCLUDES NINE (9) TAX PARCELS. TAX PARCELS 1423-120-0025-000-2. LANDSCAPE BUFFERS ARE PROPOSED ALONG THE SR AtA RIGHT-OF-WAY FOR MAIN STRIUCTURE (HABITABLE PORTION) = 123.58 FT. 1423-130-0001-000-9, 1423-130-0003-000-3, 1423-130-0005-000-7, 1423-130-0007-000-1, AND THE NORTH AND SOUTH PROPERTY LINES. NO WALLS OR FENCES LOT COVERAGE BY BLDG. 40% MAX 5.93% HEIGHT (BLDG "B") = 12.09 FT. + 11(9.47 FT.) + 9.99 FT. = 126.25 FT. 1423-130-0009-000-5 ARE LOCATED ON THE EAST SIDE OF SR AtA AND ARE HEREAFTER REFERRED ARE PROPOSED IN THESE BUFFERS. ONLY THE VEHICULAR TRAFFIC BUILDING COVERAGE: 1.74 !AC (5.937) TO AS PARCEL "A". TAX PARCELS 1423-130-0002-000-6, 1423-130-0004-000-0, AND WILL BE GATED. PAVEMENT AND POOL COVERAGE: 2.26 !AC (7.70%) HEIGHT ABOVE FLOOD ELEVATION = 126.25 FT. - (15 FT. -12.33 FT.) 1423-130-0006-000-4 ARE LOCATED ON THE WEST SIDE OF SR AtA AND ARE HEREAFTER REFERRED ALL OF THE PARKING SPACES AND DRIVEWAY AISLES SHALL BE PERVIOUS COVERAGE (PARCEL A): 5.35 AC (18,237o) = 123.58 FT. AN AS PARCEL "B". DEVELOPMENT FOR THIS PROJECT IS LIMITED TO THE SR A1A RIGHT-OF-WAY CONSTRUCTED IN ACCORDANCE WITH THE PROPOSED ASPHALT PAVEMENT 100% PERVIOUS COVERAGE (PARCEL B) 20.00 AC. (68.14% BLDG. "A" SIDE SETBACK =BLDG._ DEPTH + 2 BLDG. HEIGHT AND PARCEL "A". SECTION PROVIDED WITHIN THE CONSTRUCTION PLANS. 4 ( ) THE PROPOSED DEVELOPMENT IS FOR THE CONSTRUCTION OF TWO (2) THIRTEEN (13) STORY CONDOMINIUM THE ST. LUCIE COUNTY UTILITIES DEPARTMENT WILL PROVIDE SEWER, 29.35 AC (100%) BUILDINGS (TWELVE (12) RESIDENTIAL FLOORS OVER ONE (1) LEVEL OF PARKING), CONSISTING OF A POTABLE WATER, AND RECLAIMED WATER TO THE SITE. SOLID DUNE PRESERVATION AREA (2.50 ACRES) = 174.00 F + 2(123.58 FT,) TOTAL OF 144 RESIDENTIAL UNITS, FOUR SINGLE -STORY GARAGE BUILDINGS, SWIMMING POOL, UTILITIES, WASTE FOR THE PROJECT WILL BE COLLECTED INTERNALLY WITHIN DUNE CROSSOVER, LANDSCAPING AND STORMWATER MANAGEMENT SYSTEM. THE BUILDINGS AND PICKED UP VIA ROLL -OUT DUMPSTERS. USABLE COMMON OPEN SPACE COVERAGE: 24.23 AC (83%) = 105.29 FT. THE MAIN STRUCTURES (BUILDINGS "A" AND "B") SHALL BE DESIGNED ON AUGER CAST REINFORCED CONCRETE THE USEABLE COMMON OPEN SPACE SHALL BE MAINTAINED BY THE USABLE COMMON OPEN SPACE MAINTAINED AS NATURAL VEGETATION: 22.08 AC (75.6%) BLDG. "B" SIDE SETBACK = BLDG. DEPTH + 2(BLDG. HEIGHT) PILE FOUNDATIONS WITH THE TOP OF THE PILE CAPS LOCATED BELOW THE PROJECTED 100 YEAR EROSION E TABLISHMENT OF A CONDOMINIUM ASSOCIATION. PARKING REQUIREMENTS: LINE. THE WALLS WILL BE CONCRETE BLOCK WALLS (TYPE I CONSTRUCTION) AND THE INTERNAL PARTITIONS 42 SPACES/UNIT X 144 UNITS = 288 SPACES SITE PLAIN APp�.OVEP = 90 FT. + 2(123 58 FT ) WILL BE STEEL STUDS. THE GARAGE LEVELS WHICH ARE CONSIDERED NON -HABITABLE, SHALL BE DESIGNED TO BE FRANGIBLE WITH OPENINGS SO AS NOT TO IMPEDE THE FLOW OF WATER. ALL ELECTRICAL AND PROVIDED PARKING: 4 DUCTWORK SHALL BE ELEVATED ABOVE THE BASE FLOOD ELEVATION. THE OTHER STRUCTURES WILL BE 1, TO THE BEST OF MY KNOWLEDGE THESE DESIGN PLANS AND Day OF THE SAME CONSTRUCTION EXCEPT THE FOUNDATIONS WILL NOT CONSIST OF PILES. S ECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS 201 COVERED SPACES DATE = 84.29 FT. THE PORTE COCHERE, GARAGE FLOOR, AND RECREATION ROOM OF BUILDING "B" SHALL NOT BE E TABLISHED IN SECTION 626-33.007, FLORIDA ADMINISTRATIVE CODE. 88 UNCOVERED SPACES gpq�p OF MINTY COMMISSION SEPARATION BETWEEN BLDG. "A" & "B" = LA B A B) + L+ 2(H+ H STRUCTURALLY ATTACHED TO THE TOWER PORTION (FLOORS 2-13) OF THE BUILDING. THE RECREATION 2. ALL EXTERIOR LIGHTING SHALL CONFORM TO ALL APPLICIABLE 9 TOTAL* ROOM WILL BE PROVIDED ON THE GROUND FLOOR OF BUILDING "B ADJACENT TO THE SWIMMING POOL REQUIREMENTS OF FLORIDA STATUTE 370.12 (MARINE TURTLE ; INCLUDES 12 HANDI-CAP PARKING SPACES 4 AND DUNE CROSSOVER. THESE FACILITIES WILL BE A MINIAVAILABLE FOR ALL THE RESIDENTS. PROTECTION ACT), D.E.P. SHORE PAR I I FI IMPACT: = o FT. + 0 FT. + 2(123.58 FT. + 123.58 Ft.} THE RECREATIONAL ROOM SHALL BE ELEVATED TO A MINIMUM ELEVATION OF 15 FEET NGVD TO MEET LENGTH AT CCCL 757.91 FT n THE MINIMUM IES YEAR MAD ELEVATION. TWO TENNIS COURTS ARE PROPOSED ON THE ROOF OF LENGTH AT IMPACTS = 219.04 FT + 258.67 FT - 477.71 FT 1. 1 4 THESE FACILITIES WILL BE MADE AVAILABLE TO ALL RESIDENTS. SHORE PARALLEL IMPACT = 477.71 FT 757.91 FT X 1009 - 63.03% = = 123.58 F1. fi. A n ,a 1 OCEANIQUE DEVELOPMENT COMPANY, INC. u"i ' PROPOSED IMPROVEMENTS TO S ATE ROAD AT SEE FDOT SHEETS 925 N. COURTENAY, PKWY. SUITE 28 MERRITT ISLAND, FL. 32953 PH.(321) 453-5360 FAX(321) 453-3618 FN N R• FLEIS AND BENNETT ENGINEERING INC. 2060 HIGHWAY A1A, SUITE 308 l� INDIAN HARBOUR BEACH, FLORIDA 32937 j 'AASTEVIATI.P. EASEMENT WASiLWAILR LASLMLNI (321) 777-2701, FAX (321) 779-2173 _ "_ Aria 1555, PAGE 2939) (ORB ibS9, PALL 2P46) SURVEYOR: MASTELLER, MOILER & REED INC. 2205 iAfk AVE SCALE: 1 "=50' co 00 - o N to M F- M M N x a o u a Z J N (D M W F 2 5 ~ i Z�1N N � rn a F-1 0: U- w 00 o U z w 0 H ~ Ln W W z `' o U w O o0 > 3 J z z OV 0:7) t=. iI W o z a z o uj W 0 U V j ai N ~o ~o o a- 00 LAJ ~ J 0 VI J a W W 3 W W 0- 0- EL a. 0 r W w o M M O MO �7 F h t j h � 0� � h 0\0 N ' O zHN M �t M m t` OM 0 h Z WMNIt N'0 �< P nP m ��5 tn�hh �..! J 2 f+ ZZ4V x W rr 3 4 z 6 D m LL W z W W om f� NW \ W V f ¢ r Z _ W J� w LL W Z o m w J z to 0 N 4 ' d a: O . THIS DOCUMENT IS NOT TO BE USEI FOR CONSTRUCTION UNLESS SIGNED HERE: DESIGNED: CB 5D5 03 DRAWN BY: TE 6/10/03 CHECKED: APPROVED: ACAD CODE: 0149OC10 PROJECT NO: 01.490 SITE PLAN asw SHEET 2 OF 13 i _,._�..-"_ -_ _-__. �-.-_<.ar,,. - -. ., � s.", tea•.,._-va.� �^ w'pit^�I¢.4.i�.9^fpV�lpp4 ��a T•p" q. ► T 0 OWNER PROJECT DATA 5UMMARY— CQNNERCIAL INDEX OF SWEETS Building Type: Condominium Architectural MEAN HIGH WATER , Occupancy Classification: Residential Occupancy - Group R2 ATLANTIC OCEAN 5 In Construction Type: II Cover Page ELEV=1.94 5/7/2001 ( Regpired Fire Separation: Garage/Tenant 2 Hour A-1 West Elevation ' Tenant/Tenant - I Hour -- o— — eao� - �__ __ —o— — — —o— — _� Applicable Building Codes:A-2 East Elevation 925 N. Courtenay,Parkway Building Code...........................Florida Building Code 2001 Merritt Island,, Florida 3953 Mechanical Code ....Florida Building Code 2001 A-3 North Elevation / Plumbing Code ....Florida Building Code 2001 Office: (321) 452-1789 Fax: (321) 4�3-3618 Electrical Code......................National Electric Code Iggq A-4 South Elevation / Fire Code:..... .... Florida Fire Prevention Code A-5 Elevation Details Life Safety Code =..... .... Florida Life Softy Code 2000 Accessibility Code:.... - Florida Building Code 2001 Ch II Energy Code: ................. Florida Building Code 2001 Ch 13 A-6 Building Sections - rs7 u: _ i _7 / ARCHITECT Elevator Code: .............. Florida Building Code 2001 Gh 30 A-7 Ground Floor Plan / f - ARG a -- A-8 Floor Plan - Typical Floor Layout // _ WIND LOAD DATA A-9.1 Balcony Plans a �, --4 >o r o architecture ♦ planning. interior esign A-9.2 Portico Plans & Wall Sections ip roe- ,,.� ^ / PARTIALLY ENCLOSED q ^ •� h 1701 S. Washington Ave. o, v`� ^� N I— h ^ �"{ M h "� (321)267-6915 phone (321) 268-5688 fax Basic Wind' Speed: 140 MPH -3 SECOND GUST A-10 Unit A ."� ."� M Importance Factor: „i � rn h`ri o? Titusville, P !.O � � � °'� Exposure: C A-11 Units B & C Floor Plans rAnoa q°j �4i 1W MAX 2 2 W la A. rp / • Structure Category LL�Irnytemal Pressure Coefficient: 0.55A-12 Unit D Floor Plan architect, p.a. AR 3170omponts and Cladding Design Pressures: SEE SHEET A-13 Uri1tS E & F Floor Plan i s-5 t - F � A-14 Unit G Floor Plan e —a. (— STRUCTURAL ENGINEER A-15 Roof Plan II err D . / %ERRING ENGINEERING CORPORATION FIRE SPRINKLER INSTRUCTIONS: A-16 Handicap Details 1" a F F q Provide a complete and operational Class III Fire Protection LDG. "g"� STRUCTURAL ENG114EERING System or as otherwise regpired by the fire authority. The sprinkler system shall be designed by a certified fire Mechanical 'I 760 NORTH DRIVE, SUrrE E protection engineer according to Florida Building Code Section • MELBOURNE. FLORIDA 32934 412, NFPA 13, 14, 15, and all other applicable codes and M-1 Ground Floor HVAC - TELEPHONE: 321 1153 1663 regulations, and submitted to the fire authority for approval. 2 6 2b�t The entire structure is to be sprinklered. The system shall Y pVG ' FAX: 321 253 3123 M-2 Units A HVAC La out t ' r-- J b0 Ae installed by a certified fire protection contractor and M-3 Unit B & C HVAC La / s, �" tested in accordance with the fire authority's lregpirements. Y c3FF1r' rosEPH E. cERD�IG PE 42566 c® 7308 M-4 Unit D HVAC Layout `' ` s d( -11 33 _ *• R r. ARCHITECT'S STATEMENT M-5 Unit G HVAC Layout F.FCIVIL ENGINEER 7 _, si =, 6i I. These design tans and s g p specifications are in compliance / with the standards established in sections 16b--33.007, Florida Plumbingpr c F.F E . - Administrative Code.- P-1 Ground Floor Plumbing Plan, 2. The components and claddinghave been selected and theirENGII U , incorporated design anspecifications in accordance P-2 Typical Floor Plumbing Plan y� ® use incor rated into desi i 2060 HIGHWAY Al A, SUITE 08 with Sections 6 American National Standards Soviet of Civil _ _ _- v P-3 Plumbing Riser , - _ ' INDIAN HARBOUR I3EACH, FLORIDA ,2 37 Engineering 7-88 (July igg0) "Minimum design toads for _ - 3 TA - '-- 3 '° �' - _ - (321) 777-2 01 buildings and P-4 Plumbing Riser Continued other structures" to withstand the wind loads j _ k EDWARD M. FLEIS CLAYTON A. BENNETT FAX (321) 779-2 73 associated with the minimum basic wind speed of 125 miles P-5 PlumbingDetails --- __ P.E. NO. 30632 P.E. NO. 53129 Eg# 461 per flour. i MARINE TURTLE NOTE: Ell Electrical Notes -Riser -- `_ 0 1. All construction for this project shall conform with and E-2 Ground Floor Power & tin Plan °°� �'�----?�� abide by all regpirements of section 162.053(5xc) Florida' / \ _ ;" IINI"T ON PARCEL B Statute, and section 370.12(3xd) Florida Statute with regard E-3 Unit A Power &Light Pla ` easnw LAC C �Cr C j*, wCTZ to sea turtle nesting and habitat. E-4 Units B & C Power & Light Plans 2. All exterior lighting that is on the seaward side of the E-5 Unit D Power & Light Plans project shall not exceed 50w, and shalt be placed such that the light from any source is not directly or indirectly visible E-6 Unit G Power & Light Plans E from any point on the nesting beach. 3. Parking lot lighting shall be constructed such that the light Life Safe ty ry /'��p -y-LAYOUT source is not higher than 48 above grade, and shall be / RC 1 1 1 E SIT' shielded to prevent direct or indirect illumination of the LS-1 -Upper Floors Life. Safety Plan nesting beach. LS-2 -Ground Floor Life Safety Plan (SEE SITE ENGINEERING BY FLEIS t BENNETT ENGINEERING, INIC.) _._ _ _-.._..__-. - - 3'-9• 10 TnMe q'-5' NOTE ST I QA -- 13"Flcor' a 4p SIGN SHALL BE PLACED IN AIRWELL5 INDICATIONG EACH LADING AND THE DIRECTION F EXIT DISCHARGE. I I I I I I I t � 7. A-5 7.3 A-5 I I I I I I ' I I I Lj cr._ �� pica e 7.1 ,re• � ra' it 13 All .Iliel V. lor Q POST SPACING aO d PICKETS WELDED 50% CONCRETE ANCHOR TYPE FS"R ENGINEERING REQUIREMENTS —�— BASEPLATE SIZE AND THICKNESS PER ENGINEERING REQUIREMENTS TOP OF FINISHED CONCRETE (D-- I I!-1/\ I IVI�L I JI nVL Jl(0 I"IATERIAL THICKNESS NOTES: C) 3" ROUND TOP CAP .125 1. DESIGN COI"1PLIES LU/SECTION 1015 lt © 2"x2" SQ. POST .125 1008 OF 2001 FBC it NFPA 101 I997 ED. 0 ® 4" SQ. PICKETS 2"xl" CHANNELS .0�2 .0q3 2• ALL -WELDED a"XIq" s.s. ALUI"1NU1"I RAIL DRIVE PIN (x2) �5 SLIDE TABS .125 SYSTEI"I w/4"xl-4"S.S. DRIVE PINS © 4"x511x4" BASE PLATE Alumnum Rail � Bit x3" S.S. WEDGE ANCHORS 1" = 1'-0" SET IN EPDXY UJ/ PLASTIC CAPS ON TOP 4 _i L � to L � a to to 00 1- I tair Detail A ,la• � t'a 4" SPHERE (MAX) 6° SPHERE (MAX) ALUMINUM RAILING Ni1TH BAKED ON r Floor r 25� Floor a ly Om LL ' tto to 61-61, LL o to - ❑O RAILING POST 1 2.5" 1 1/2' d° d ° a e. d. a ° as n Railin .Section 6.2 3. - ,•-o• Slide Tab Detail 6.3a-ro o' o 0 CI RAILJ) C IENTI Post Plan Yew I ' i N � L O UI II N S 4 I O L a t s Plan View Glass Tower Detail Ilk 11, cc) S 2'-8n 6n I1_8u 6u - �- I c0 r 6.2 = E� Ian View 211 311 3" it 2ll All loll An nll ftn � (Ln =�SeCtian View `f d1?ecorative Pendant Detail _ ,'if SMOOTH STUCCO Fco INISH I f 3" 2'-9" 6' 2'-6" 6' 2'-G" 3 I� 13th Floor Stucco Detail East Elevation I I/41 TO 2" I �. MIN. �2 w� HORIZONTAL PROJECTION Circular Handrail 5 Not to Scale Frm NemeaM Odtlrew�� architect, p.a. aldi w�nrlrg mreb0 � '+r--G1'•n• IaA�•� ti vmpG i�e ana amp Oceanique Building A Highway A1A St. Lucie County, Florida � MF601 sn� Rev. H oxc 1/21/04 A-5 n I, n —.�. ­_...• I.�..`•.• n.��. ..ww�� as "IU I -HIV INb IALL Y NIC YLVICE I I I � i D8 I6 GARAGE DOOR 9 -On 7 x -O q -0 7 -O 2 METAL -- H.M. -- METAL WINDOW SCHEDULE Noe: I. Final manufacture and Model to be selected by Owner ( � � — — � 2. All Sliding Glass Doors t have Turtle Glass �,,,/ _ _ _ __ o_. sA��9s�e�� Quantity {-�� WINDOW S. All Windows facing the can to have Turtle Glass. ,. ,-,I / ,.f /, �- I Wall `-_— `7 `7'"iJ I% Y I4 / i`�� , A /� II EXfER1aR WALL - Seals 1/4 1.0" NLlT11bCr tl Style SIZ$ DETAILS Door '.Hardware Note• a;, r // I� I4�4, ��/, / , F, 1 �71^fix, 24 Column ONE LAYER !V GYPSUM WALLBOARD APPLIED TO INTERIOR SIDE �rjAj, All door hardware shall comply with FBC Section I-4.13.q (Typical) 1 OF li' METAL STUDS a 16' O.C. WITH 1' TYPE s DRYWALL WIDTH HfiIGHT Hi�AD. J SILL of the Florida Accessibility ode for Building Construction... / ` "i� r „ F _ Door operating devices shall be lever -operating mechanisms, .��,.-.;�.� 'T�-AZ2���';_�G� %�� WI 5 CURTAIN WALL 4'-0" q'-O" TEMPERED GLASS" - - -- Tjf1t2C� other than doors noted to have p sh/pull hardware, /! i — - '— BASED UPON UL DESIGN N0.905 2 HR J , RATED CMU BLOCK WALLS 8 O.C. D VERTICAL JOINTS AND 12' O. INTERMEDIATES ESI / i ' LE APPLY g' STUCCO LAYER OF CEMENfATIOUS COATING OVER S CMU BLOCK PER UL DESIGN NOA05 2 HR RATED CMU BLOCK WALL SHEAR HALL . •, CONC. SHEAR WALL. SEE STRUCTURAL PLAN FORR05FhA,5, S E ...... ! i AND LOCATIONS. 9 '4 _.._ _ T, L� Cow- I MIA I. SEE STRURU CTURAL PLAN FOR DETAILS, SIZE„ ND CATIONS. N n �,.. INTERIOR NO—IteAFARI - All " 5&' METAL STUDS IG' OCNE LAYER im GYPSUM WALLBOARD APPLIED T EACH $I WITH 18 TYPE S SCR 6 I O.C. 70 EDGE AND VERTICAL JOINTS AND 121 C. 70 INTERMEDIATE -STUD. DETAIL 2 ON SHEE r _ A it i I Vocal'®Ilor Layout r., rR,r Namo a� <ea� architect DD.a. artniktturc dan�Vniyg RoJat Name apAmes Oceanique Building A Highway A1A St. Lucie County, Florida =MF-601 A4 Unit A Unit E3 Unit C n Unit D Unit E Unit F A5 U --- -- -3 30'-711 1_ .II a 33 3 Unit G --- 30 U - 30 -7 1 _ II - 54 -7 II ' 6'-2" I _q /o'_3n ll .o ql 2n gl_411 411 311 8_8 - P-10 117u - -- I- n 1 n I II I I_�II II- d II'-0" 'O u. lx t' l-OII n 161_/11. `II fiL II'.-o11 II_ II 171-Ox 7 7 '-10" '-1L" 18�-q11 all. An ``}I-3n _II_III 1111 /1-7iI 28'-IOn j. _- -C/ % Vl tt L I t Rea- Balcony / Ba _ - Ican 360 SF Y _ _ _ Bak I _ _ _ Y - �. - Balcony I 11 I _ Y - Baicon 34 -6 x 3B -5 / D21 _ 205 SF - __ " IB7 9F - - - - - - 164 SF _. - - 187 F - - Y O \ 32'-46xEr-0" Dzl ; 29'-b'x 61-01 (Dz) +�Dzl 29'-4"x8'-O" Dzl 29'-B'x8'-O' 1r' Dzn 3212058F0� Dzl\\\ f` RCa389 SF� ZOI DINING �Dzs Dzs. ms - C< J o O D23 ROOM O I l , FAMILY FAMILY � all FAMILY FAMILY MASTER MASTER MASTER ROOM 7 S R M nn wa' I I ROOM ROOM xr. MASTER MASTER FAMILY ROOft BEDROOM f1r: rron BEDROOM e,.o Wo11 BEDROOM / BEDROOM mo BEDROOM 1 I r ROOM .� I u MASTER ' u a. 20-I I'46 21 4 --- -- I-O 21' 2n dl-611 101811 Iq'- d " 121 2"----`0-10 _ � 4-4 27-8I / I 11 - 1 n n _ - BED, HI -oil I to Flre Wall CID ®- s Unit A Unit B Unit C Unit D Unit C irrored) Unit B Mirrored)Unit -- (fl _ [w a.�s �--W [ W4' ner) [•.a. et:u55i.-n v.t" rlm 232� SF _ 2026 5F ! !, -. - E Dzo j ell ill A-q ra• v4 Ill � � (e.• tll2.5A-_ 5 v4 rlar) FAMILY [a.. ar+.r A-q vl' 23SF : 273b 8F lf1 vl FAMILY (D33 D33 r (>!� blrt AlA a V4' Pla+) ROOM N KITCHEN ,. D33 D33 I �ra ^- m6 D26 [� �" A-q Ia• V�' pxn) / E81--I c1 - ROOM - m 1I T. o I o D3 e O DINING O DINING ,..� DINING '� ga O rn Dq' Z ', ROOM E�2 D2v ROOM lxl ROOM °� rn Dzs 8 1 MA T R S EIDINING ( L O ROOM `� I DININGROOM Dz5 ♦KITCHEN OBREAKFAST KITCHEN 6 D2a 'D26'O/BREAKFAST Dee �-/' INOOK A KITCHEN D6 ass KITCHEN _ �� w'' BEDROOM ,O O. r - L� MASTER O. � I KITCHEN MASTER L BATH Dsd ® to rr3s 6 ^ &9 ggll - -5 23'--10° 0 _ 20 _ n D33 I gFTI AL -I • p oFA[ Djj g 2 nY{• BATuO O - >>- - E ■' 6ATH Daa OVEN REF vwmr a r �n B TH BREAKFAST Daa 6 MASTER iff L Iq I i� -0 I 4 _(� oa 221_t111 .__ 6 p Don I O' NOOK - BATH MBATHR MASTER wn -mjT MASTER] BREAKFAST_ BREAKFAST BATH ''7. BATH NOOK NOOK j D16 D26 D2B� D34 D39 my ll um3 BATH- I.. BREAKFAST D3D Q44 cs' Daa Dz5 DINING wv DJ3 O NOOK E 6 Dss REAKFAST BATH [>3a. BATH / Dzb ROOM J (T) 1- �� ) O LAUNDRY NOOK I o ry �' \ D3[. •"' uLb C O 0. MEDIA ROOM 1 aus O fuy. J - \ _ • i O D33 pp 1 BEDROOM x3 °� D2a Daa STUDY n MEDIA R �M [ j F _I MASTER 6 0 `r) Q Q a'' BATH D� \ STUDY 6 BATH `�' �) Q 7 m D33 0.u'' Z Daa BATH : D3o Div BAT STUDY BEDROOM tt3 fY " 9 6 D33 O � -.IM STUDY. STUDY U ¢ r w ':Q O O. D3) 7 �/ = 6 a.. O fire W80 ..l ' D2a LI ( \ •V P> w3 w9 \ Des 7 . E. - STUDY / S. N .. :. FOYER �D2J s nx`wdl O Hl n O _. 1. _I � J (j,n� y w6 zn D2]) O,,' Gll 511 i L I Dal e (� [ ] - O -- �a BATH BEDROOM 42 BEDROOM tt3 STUDY D32 t �Dao �I Daa BATH LAUNDRY O 030) - \� tP -_ .� �Da6 Dze I I ' LAUN RY O BATH I (D32 C] '� -211 - D'A Dli I I -Fell \� D28 I I D31. D30 -- 6 K: .�� -_0' HALLS De3 0 caJ BATH v 1 LLEVATO _ D26 � D39n] 139i �.. T P26, f,�� __- D33 D30 BATH ill v 633 D33 D3 ul 1>ss "7 �+ p - EI CVAT P 4 f[J fke Ytoll ( I Ne won U33 DW3 D33 B I z xr. I �' x e O Z "Q 61 8r 81._oil 7 Tf _ I I ro•wmL.l - �P20 Fire rW.11 D2q a D2n I w.-ty1_011 { Nln O BATHIVI lQ _ / 6' -8" BEDROOM tt2 I / J® ELEVAT_:R ® Dz { BEDROOM tt2 O F'rt wii m- F;r• I .r-1 BEDROOM tt3 m9 BEDRIXJMA#2BEDR�M x2 BEDROOM tt3 BEDROOM tt3 BEOR0.9M u2 BEDROOI'1 a2 CBEDROIX'I tt3 Iv n<'tt2 \� 00 y/ Da] 2 xrCID (6 Firm W �O (W5 Fill .11 r (17 STAIR I wii n« a STAIR O / 161 6u a Csa tt2 er. wii (p w1 wI w1 / U - --.�Tm�-� 1_OI. ol_/II '^I-jll OI 121_Qfi 1 O131Y IIII �r-1111 1_Oi 1_/II rll, If II f I' II Ld"_I_II r 1 II 1 Iit II. II II r 1 /�'_ "i VJ ----- - --- I� -------1 ;_ r �I I -_I LI a I_ I 1Jn�-'..1 I' I_� _I1 _/Ill 1.^u 1-0'3'II"3'"".I_OIIn- - ----- - V 12a181_011 ll 7'-10"531 010 I0 �l 0 0 -0 IQ �l -0 131-I 11 G -01 I01 l -0 0 1 -0 6 -0 6 II 1 - - �- 0 ---'-10" 121_ 11 =�I 331 6x - _ _ 4I G - 50 -0 -- -- --- --- - 8 �� I I Wall ]LeLrend i ®ONE EXTERIOR WALL LAYER JS' GYPSUM WALLBOARD APPLIED TO INTERIOR SIDE OF 190 METAL STUDS !" Ib' O.G. WITH I• TYPE S DRYWALL SCREWS 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.G. TO INTERMEDIATE STUDS. A BALCONY C (- APPLY $' STUCCO LAYER OF CEMENTATIOUS COATING OVER 12' CMU BLOCK. S1J AR WAL CONIC. SHEAR WALL. SEE 3 ,. STRUCTURAL PLAN FOR DETAILS, SIZE, AND LOCATIONS. 4 £ zdv` rnv COLUMN STU SEE STRUCTURAL PLAN FOR ^") DETAILS,. SIZE, AND LOCATIONS. tj INTERIOR NON -LOAD BEARING- WAL ONE LAYER JJ" GYPSUM WALLBOARD APPLIED TO EACH 51DE OF 3-1' METAL STUDS 16" O.C. WITH 1' TYPE 5 DRYWALL SCREWS B" O.C. TO EDGE AND VERTICAL JOINTS AN 1 NT D 2 O.C. TO INTERMEDIATE. STUD. SEE DETAIL 2 01J SHEET A-B. ♦ tr . INTERIOR NON -LOAD PFe -lel PLUMBING 'e O.. Rlh- WALL P MBIh. I I ONE LAYER 1J" GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 6" 6 ❑ METAL STUDS 16 IN O.C. WITH I" TYPE S DRYWALL SCREWS B' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-B. ! HOUR PARTY WALL ONE LAYER }" GYPSUM WALLBOARD APPLIED TO EXTERIOR SIDE OF 3-R" 24 GUAGE METAL STUDSSTAGGERED • T GGERED P 24 O.C. WITH 1 TYPE 5 DRYWALL SCREWS W O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. 7 TO INTERMEDIATE STUDS. 3-j' R-11 GLASS FIBER INSULATION IN M X ' CAVITY. TWO LAYERS g GYPSUM WALLBOARD TYPE X APPLIED TO INTERIOR SIDE OF 6' METAL STUDS. BASED ON UL DESIGN NO, U420 AND GYPSUM ASSOC. FIRE RESISTANCE MANUAL, SEE DETAIL I ON SHEET A-B. j-I �j C PLUMBING WALL (42' HIGH) ONE LAYER 12• GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 6' METAL STUDS Ib IN O.C. WITH 1" TYPE S DRYWALL SCREWS B' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUD. �D-1 �L]Cll :�'�al'�; 1/8,3 - fl'®Ill➢d 'I i l7 I I II a ypical Floor Door Schedule Marls Quantity °0r xl"°` Style ' Dcwl Panal Size-)\' H I DOOR FRM1G FTRE RATING REMARKS --- WII+DTH - e HEIGHT' Tluclmess MATL - GL.47,WG L MATL Ilardwarc Hinge D20 6 SUDIFIG CL.A55- DOUBLE br-O" x V-O" 6'-0 8'-0" 11/4" ALUM./GLA55 - TINTED N.M. -- METAL - -- P SLIDN GLA55- DOU G BLE B O" x 8'-0" 8 -0' I I/A ALUM./GLASS TIN -FED H.11. -- METAL P22 2 SLIDING GLASS 7RiPLE �. 12:0" x 9'-0 '-0' 8' 0" 1 3/4 ALUM./GLA55 TINTED N.M. -- METAL D23. 5 SLIDIIJ r A L 55 TRIPLE > - I 4 O' x e'-0" I '=0 A -0" 13/4" ALUM./GLA55 TINTED N,M. -- MHTAL 024 I BIFOLC 51N aLE 1 6 x'6'-8 I'-b" 6-B" 1 3/4' MIRROR -_ D25 9 BIF - SINGLE JLD ..IJGLE - 2 O x 6'-8 2 ORMETAL - H.M. _ --- D26 16 __ BIFOLD - SIWGL-E 3 O x 6'-8 31-0' 6 -8 3/4 MIRROR - W.M. -- METAL -- -- D27 6 B'FPA55 _ A-O z 6'-B 4-O" 6' b" 1 3/4 ALUM./MIRROR MIRROR H.M. -- METAL D20 8 BYPASS 5-0" x 6'-e" 5_C 0_13F 1 3/W ALUM./MIRROR MIRROR H,M. -- METAL D29 14 BYPASS. 6 0' x 6'-8' 6-0' 6'-8" 13/4' ALUM./MIRROP MIRROR H',.M. METAL -- -_. D30 I6 POCKET - SIIJGLE 2-10" x 6'-8" 2'-10 6'-8". 3/B" MASONITE -- WOOD FI YAL D31 5 NIIJGED - SINGLE (EXTERIOR) 3-O° x b'-B 31-0' 6'-8" 1 3/4" METAL FIRE'GLASS N.,M, CLOSURE 55 20 MIN D32 2 HIN FD - G D SINGLE (EXTERIOR) 3.0 x 6'-0 31-0' 6'-81, 1 3/4° METAL W/51DELITE FIRE GLASS H',M. CLOSURE 55 2Q MIN SPEARATE SIDE LITE WITH 6" COLUMN D33 46 HINGED SINGLE 2-10" x 6'-8 2'.10 0-5` 1 3/4" MASONITE -- HoOD -- METAL -- 5OL1D CORE D35 A HINGED - SINGLE -HINGED 3'-0' x 6'-8' ':3'-0' 6'-8.1 1 3/4" INS, METAL HIM, CL05URE 55 CIO MIIII - - b36 _5 - DOUBLE PR 2'-0" WOOD -- METAL 'D37 2 TRASH CHUTE - -- 2, 0'. x 3'-0' 2 O' 3'-O" 2" METAL _-. -- H.M. CLOSURE-- D3B 7. GLASS `SHOWER D00R 2 10'. x 6'-8 2' 10' 6 8" i/2' _ GLA55 TEMPCRED -- -- METAL -- -- p39 A HINGED - CC'UBI E - FULL LITE PR 2 -O" x 6'-8 4'-O" i 6'-8" 13/A WOOD WOOD -GLA55 GLASS WOOD -"-'--- WINDO SCHEDULE Number Quantity Firxr, Srylc wl Ow DETAILS IftEMARISS 'SIZE - -- IG11T' MATERIAL WlATIi H HEAD JAMB - SILL WI 5 CURTAIN. WALL 4'-0". -0" ALUMN - -- Tinted. tempered. W2 I HORIZONTAL SLIDING 2'-6" -0" ALUI'1N -- -- -- Tinted His HORIZONTAL SLIDING . 4'-0". '-0" ALVMN -- linted W4 - 1 HORIZONTALIN SLIDING 4'- °- 0 -o" A MPI w __ __ - 17ran5am B tinted W5 10 HORIZONTAL SLIDING 5-0'. W - ALUMIN -- - Tinted W6 7 HORIZON IN TAL SLID G '- " 5 0 0 r Al MN __ __ - - ITransam B tinted Door t Window Notes: 1. Final manufacture and rlodel to be selected by Owner 2. All Sliding Glass Doors to have 'turtle C-rlass 3. All Windows facing the ocean to have Turtle Glass, Door Hardware Note: I. All door II = hardware shall co ply with f BC: Section II-A.13.�1 0l' the Florida Accessibility Code for . wilding Construction Door operating devices shall be lever-operatin me<.hnnisms, other- than doors noted to have push/pull hardware, L b 2�R G 1 U n l�li�!Or Plan I p G G I � { ti Flrm Or N m T C dMl (�rCSS - 1 J t. I r Y p architect, .a. Y aa"tenure♦qa nin �i+abr ae"1 F' h: 9 9" FAN R M1 ar K�":,a fglg'xWi'-'�°1d..�1're�s'�4ee r.r i k. '. R.*t Nmw Ind<ddrees Oceani ue Buildin A q €a * E � .NY I-11gl1Waj" t�I�i St. Lucie County,Florida MFti01 5� -- Rev. I kIll /21/04 I 8' BALCONY WALL Z ®APPLY r STUCCO LAYER OF CEMENTATIOUS COATING OVER W CMU BLOCK PER UL DESIGN NO.906 2 NR RATED CMU BLOCK WALL . SHEAR WALL, SEE STRUCTURAL RAN FOR DETAILS, SIZE, LOCATIONS. SEE STRUCTURAL PLAN FOR DETAILS, SIZE, AND LOCATIONS. INTERIOR NON -LOAD BEARING WALl ONE LAYER 10 GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 3-r METAL STUDS I6' O.C. WITN I' TYPE S DRYWALL SCREWS 8' O.G. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-8. INTERIOR NON-UAQ-5EARW,-WALL-ELU=WJdALL ONE LAYER Jj' GYPSUM WALLBOARD APPLIED TO EACH SIDE OF Ei I' I 6' METAL STUDS 16 IN O.G. WITH 1' TYPE S DRYWALL SCREWS 8' O.G. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-8. I HOUR PARTY WALL ONE LAYER J' GYPSUM WALLBOARD APPLIED TO EXTERIOR SIDE: OF 34 24 GUAGE METAL STUDS STAGGERED O 24, O.G. WITH III TYPE S DRYWALL SCREWS 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' D.C. TO INTERMEDIATE STUDS. 3-y R-11 GLASS 7 S FIBER INSULATION IN CAVITY, TWO LAYERS r GYPSUM WALLBOARD TYPE 'X' APPLIED TO INTERIOR SIDE OF 6' METAL STUDS. BASED ON UL DESIGN NO. U420 AND GYPSUM ASSOC. FIRE RESISTANCE MANUAL. SEE DETAIL 1 ON SHEET A-8. PI t -INURING WALL ice' HIGH ONE LAYER P GYPSUM WALLBOARD APPLIED TO EACH SIDE OF S C _ 6' METAL STUDS 16 IN O.C. WITH i' TYPE S DRYWALL SCREWS 8' O.G. TO EDGE AND VERTICAL JOINTS AND 12' O.G. TO INTERMEDIATE STUD. MINIMUM FIRE RESISTANCE OF AND OPENING PRO' COMPONENT SHAFT ENCLOSURES (STAIRWAYS $ ELEVATORS) ALL. REFUSE CHUTES REFUSE CHUTE ACCESS ROOMS REFUSE AND LAUNDRY CHUTE TERMINATION ROOMS OCCUPANCY SEPARATIONS (RESIDENTIAL) _LS, PARTITIONS 'IVES WALLS AND OPENING PARTITIONS PROTECTIVES 2 Hr. 1-1/2 Hr. 2 Hr. 1-1/2 Hr. I Hr. 3/4 Hr. i Hr. 3/4 Hr. I Hr. 1 3/4 Hr. vGLife Safty aye Plan Y� � '� � flnn Neme aM NMI architect, �Q.a. � F+ atlimfireO�aiM �nttrtrEchpi AokaNmne ard/ddres Oceanique Building A Highway A1A St. Lucie County, Florida :S. k,^ A et ■ ■ ■ITRASH ■ METER 1 ■ I ■ BOO : AR EAT ■ i = NORTH ENTRANCE �s EXIT SIGN 4 C FEC 4, sralc 1/4' - r-0^ EITERIOR WALL ONE LAYER 3" GYPSUM WALLBOARD APPLIED TO INTERIOR SIDE 1 ®OF I`" METAL STUDS 0 16' O.C. WITH Is TYPE S DRYWALL SGREII 8" O.C. TO EDGE AMC VERTICAL JOINTS AND 12" O.G. TO INTERMEDIATE STUDS. BASED UPON UL DESIGN NO.cM 2 HR RATED CMU BLOCK WALL 2 ® 8' BALCONY WALL APPLY M STUCCO LAYER COATING OVER 8' N OA05 14R R CMU BLOCK PER UL DESIGN N0.905 2 HR RATED CMU BLOCK WALL CONC. SHEAR WALL. SEE STRUCTURAL PLAN FOR DETAILS, SIZE, AND LOCATIONS. �@ d CONr. COL.L1_M_N "� SEE STRUCTURAL PLAN FOR DETAILS, SIZE, AND LOCATIONS. INTERIOR NLN-LDAO BEARING. WALL ONE LAYER }' GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 0 3-IC' METAL STUDS 16' O.C. WITH 1' TYPE S DRYWALL SCREWS 8' O.C. TO EDGE AND VERTICAL JOINTS AND 122 O.C. TO INTERMEDIATE STUD, SEE DETAIL 2 ON SHEET A-8. INTERIOR NON -LOAD GEARING WALL PLUMBING WALL ONE LAYER k GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 6' METAL STUDS 16 IN O.C. WITH 1' TYPE S DRYWALL $CREWS 0" O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-6. 1 HOUR PARTY WALL ONE LAYER }' GYPSUM WALLBOARD APPLIED TO FXTERIOR SIDE OF 3-r 24 GUAGE METAL STUDS STAGGERED • 243 O.C. WITH I' TYPE S DRYWALL SCREWS W O.C. TO EDGE AND VERTICAL 7 JOINTS AND 12' O.C. TO INTERMEDIATE STUDS. 3-!f R-II GLASS FIBER INSULATION IN CAVITY. TWO LAYERS a" GYPSUM WALLBOARD TYPE 'X' APPLIED TO INTERIOR SIDE OF 6' METAL STUDS. BASED ON UL DESIGN NO. U420 AND GYPSUM ASSOC. FIRE RESISTANCE MANUAL. SEE DETAIL I ON SHEET A-8. PLUMBING WALL (42' HIGH) ONE LAYER q' GYPSUM WALLBOARD APPLIED TO EACH SIDE OF C 6' METAL STUDS 16 IN O.C. WITH i' TYPE S DRYWAI.L SCREWS W O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.G. TO INTERMEDIATE STUD. MINIMUM FIRE RESISTANCE OF WALLS, PARTITIONS AND OPENING PROTECTIVES WALLS AND OPENING COMPONENT PARTITIONS PROTECTIVES SHAFT ENCLO5URE5 (STAIRWAYS 4 ELEVATORS) 2 Hr. 1-1/2 Hr. ALL REFUSE CHUTES 2 Hr. 1-1/2 Mr. REFUSE CHUTE ACCESS ROOMS I Hr. 3/4 Hr. REFUSE AND LAUNDRY CHUTE I Hr. 3/4 Mr. TERMINATION ROOMS OCCUPANCY SEPARATIONS (RESIDENTIAL) I Hr. 3/4 Hr. EXIT SIGN FEC --- 2 Hr. r— W.0 3 EL n2 R C EXIT SIGN �� Ground Floor 1dnfe Safty Plan Scale:1/8" = P-0" 112 SOUTH ENTRANCE x �EXI� 7//'S TTTI-r-.r 4 FIRE ALARM VOICE ALERT FIRE ALARM PULL STATION 2n 3 Fn rrmi STORAGE AREA �irv.fl TRA H ■ ©ARR : MR_ ., 1!II�11�1111� 5 Life Safty Notes: See sheet E-I for Fire Sprinker Notes, Fire Alcam, and Emergency Power Notes. �ife Safty L Plan 4'�P r�QFF F�Pk� �5.. Wm Name and PdE� mec p qarchisign R !NY ti Ro]cS Name and Addres Oceanique Building A Highway Al St. Lucie County, Florida MF-601 Rev. J LS-2 8/ 10/04 OWNER PROJECT' DATA SUMMARY- COMMERCIAL INDEX OF SHEETS _---- Building Type: Condominium ATchltectAral x^ Occupancy Classification: Residential Occupancy - Group R2 MEAN HIGH WATER ATLANTIC OCEAN Construction o struction Type: 11 Cover Page ELEV=1.94 5/7/20ot� _ Developement gyired Fire Separation: Garage/Tenant 2 Hour ue Tenant/Tenant - f Hour A-1 West Elevation .,_., _.-- ---a— — — —A— — Applicable Buildnn Codes= -,� e _. _, 25 N. Courtenay Parkway pp g Building Code ..'..... ...::.:,.:Florida Building Cbde 2001 A-2 East Elevation Merritt Island, Florida 32953 Mechanical GoCodde ..... ...............Florida Florida Building code 2001 A-3 North Elevation Plumbing g ode 2001 Office: (321) 452-1789 Fax: (321) 453-3618 Electrical Code:_ ....National Electric Code Iggq A-4 South Elevation / Fire Code:... ... ...... Florida Fire Prevention Code Life ty Accessibility CodeC od............F lurid Building Code 2091101 Igg7 A-5 Elevation Details / r / __ _____._.__ ARCHITECT Elevator ClCode:..... .FloridaridaBildiBuildingGo e22901 Gh 13 A-6 Building Sections / u UK � � __ , _______�_ F 41 A-7 Ground Floor Plan .. _ e ..-._..__ _, Ch 30 A-8 Floor Plan - Typical Floor Layout .� YP y T A-9.1 Balcony Plans t� ,F 11I+�IIND LOAD DATA + p / , architecture s planning* interior design PARTIALLY ENCLOSED A-9.2 Portico Plans & Wall Sections ,� 1701 S. Washington Ave. Basic Wind Speed: 140 MPH -3 SECOND GUST A-10 Unit A �^'�hry hoary �q n �40 ^� 40(321)267-6915phone(321)268-5688fax Importance Factor: I.O tz: Titusville, Florida 32796 Exposure: ' C A-11 Units B & C Floor Plans _ '"w " 20) 40' t z m%T *,, �'°� / m i gtycoefA-12 Unit D Floor Plan `b N" Structure Catei i,io.cintect €,. Internal Pres'surficient: 0.55AR 3170 Componts and C,ding Design Pressures: S E SHEET A-13 Units E & F Floor Plan 5-5 �- ------- - A-14 Unit G Floor Plan 7TH I I I I I I I STRUCTURAL ENGINEERW. A-15 Roof Plan �. / FIRE SPRINKLER INSTRUCTIONS: :. '�' „ „ {HERDING'nNGINEERING CORPORATION - A-16 Handicap Details D Provide a c=xnplete and operational Class III Fire Protection `rs / „ 'q ° R E ,F System or as otherwise recipired by the fire authority. The k x STRUCTURAL ENGINEERING LDG. B �, sprinkler system shall be designed by a certified fire E F.F. _ /� Mechanical 780 NORTH D)3IPE, SUITE E protection engineer according to Florida Building Code Section MM OURNE, FLORIDA 32934 412, NFPA 13, 14, i5, and all other applicable codes and M-1 Ground Floor HVAC • TELEPHONE: 321 253 1883 regulations, and submitted to the fire authority for approval. + / FAX: 321 253 3123 The entire structure is to be sprinklered. The system shall M-2 Units A HVAC Layout in by a certified fire protection contractor and be installed St e M-3 Unit B & C HVAC Layout Ctested in :accordance with the fire authority's regpirements. JOSEPH E. GERDING PE 42588 A 7308 T r �m - M-4 Unit D HVAC Layout =11 33 CIVIL ENGINEER STATEMENT M-5 Unit G HVAC Layout ARCHITECT'S- 7/ -K e7 1 I. These design plans and specifications are in compliance with the standards established in sections 16b-33.007, Florida Plumbing / - Administrative Code. F.F E,_ xP-1 Ground Floor Plumbing Ian a EE °p__,� E � G I I 2. The components and cladding have been selected, and their 9 P-2 Typical Floor Plumbing an use incorporated into design and specifications in accordance _-P 2060 HIGHWAY Al ' 7717E2701 with 7-88 ( I of Civil P-3 Plumbing Riser 308 American National Standards Society � / INDIAN HARBOUR BEACH, FLORIDA 32937 duly igg0) "Minimum design toads for - _ - " _ A� - _ _ P-4 Plumbing Riser Continued 3 TA ~' - a ) buildings and other structures to withstand the wind loads b 3 "—� ' EDWARD M. FLEIS CLAYTON A. BENNETT FAX (321) 779-2173 associated with the', minimum basic wind speed of 125 miles p_5 Plumbing Details P.E. NO. 30632 P.E. NO. 53129 EB# 8461ELE per hour. -� ---- ectrical MARINE TURTLE NOTE: Ell Electrical Notes -Riser ST LUCIE COUNTY I. All construction For this project shall conform with and E-2 Ground Floor Power & Lighting Plan - - - — --- __ .- _ _--_-_ ��_ PLAN REVIEW abide by oil regyirements of section 162.055(5xc) Florida Statute, and section 370.12(3xd) Florida Statute with regard E-3 Unit A Power & Light Plans to sea turtle nesting and habitat. PARCEL B BLD�s E-4 Units B & C Power & Light Plans / srenai / 2. All exterior ligh ing that is on the seaward side of the DATE: - / E-5 Unit D Power & Light Plans / project shalt not a teed 50w, and shall be placed such that g p / ELEC: the light from any is not directly or indirectly visible 9 Y / Y v E-6 Unit G Power & / Light Plans / DATE: from any point on the nesting beach. g / PLUMB: DATE.• B. Parking tot lighting shall be constructed such that the light MECH: source is not higher than 48 above grade, and shall be ,ife Safety shielded to event direct or indirect illumination o the f e�R HIT,ECTi L SITE LAYOUT DATE:; LS 1-Llfe Safety Plan / (SEE SITE ENGINEERING: BY FLEIS4 BENNETT ENGINEERING, INC.)' nesting beach. El w OV OO 8 LL Elevator Mechanical Roon}�+1439 '- Ceilin L I 4°.12° SCUPPER SEE ROOF PLAN SHEEP A -IS FOR L06ATIONS� North Elevation Scale: 1/8" = V -O" klevotor Shott,L+136'-7" +126`-.0 is th Floor Cel ing +116'-0' 1: Finish IFool th Floor +106 ' iath Floor Finish FI +96'-10':.1 An Floor Finish loo +87 - 1 3... 0ih Floor Finish loo +J/-B Finish IF D9tl +48't':,6th - Finish loo +39'-4w5th Finish. Floo Floor Floor Floor Floor- 1 st Floor finish loa I fi CONC. RAF TIL 5 ON YIOOD CHANNELS ON D Y-IN FELTSV PER MFG, SPEC C*1 PLYWOOD SNTG.. CN PRE-ENG WOOD TRUSSEST 24° O.C. DESIGNED. BY T 55 MFG'R GUTTER AII�`\`\ll� A �IOA r( P .... ALUMN GUTTER RIM - @ Elevation JV Q a - wQ) toOO I ' v architect, Q a. V — I,gadAm�eWW�Irerr�y��rM9 rhwM � '' (3T) b14R6 Pam+ (3i�) ]b-tue rs FioRu nameam aae� Oceanique Building A Highway A1A St. Lucie County, Florida I ' muse yi�cl ICI MF-601 j Rev. F 12/22/03 AI-I3 Elevator Mechanical Roo3'-7" Elevator. Shaf6'-7" e ling 13th Floo6'-0" wg 13th Floor�t1.16'_0" imsh Floor 12th'. Floor +t06'-5" �i finish Floor. I Ith floo10' h Floor''," 10th rRoo 'J, r ICI Finlsh Floor 9thFloor ++77 "Finish Floor 8th Floorg —1" (nish floor 7th Floor+58'-6"" Finish Floor 6th Floor,,�+qg —I I" �h Floor I 5th Roo rs+39 —4"" "Finish Floor 4thRoorA +..29'-9" „Finish Floor CONC.'ROOF TILES ON WOOD CHANNELS ON DRY -IN FELTS PER MFG. SPECS ON J" PLYWOOD 514TG. ON PRE-ENG WOOD TRUSSES AT 24' O.C. DESIGNED BY TRUSS MFG'R GUTTER ALUMN. GUTTER TRIM South Elevation Scale:1/8" = P-O" I z 11 MW 6 � 8 z J W OV �o g 1- fir.. " .YY Jk A e var,�0J1 i m Hm Name mtl /WWcss �..:1 meee�.ws 3 F architect, i a. atlillttWm.—h desip nw a. +.zk. n. n�ac (EaJ xr [� (�) ae.Smd rs em} zxane and adees Oceanique Building A� Highway A1A St. Lucie County, Florida v�oFa. sl�x MF-601 Rev. F 1ome 12/22/03 A - 4 NOTE= A SIGN SHALL BE PLACED IN STAIRWELLS INDICATIONG EACH LANDING AND THE DIRECTION OF EXIT DISCHARGE.. 71,aw� I 1 j I �ii�11�lII r; P 0 1.1 rf.e 7.2 A-5 7.3 51-011 TYPICAL a L PICKETS WELDED E a o CONCRETE ANCHOR d. ^ PER ENGINEERING REQUIREMENTS — BASEPLATE SIZE A o PER ENGINEERING 1 4 _•.t1-� TOP OF FINISHED S 4< \ 1 1 4 6 p a L4� d 6/ MAX PICKET SPACE 31 11 MATERIAL THICKNESS NOTES: QI 3" ' ROUND TOP CAP I25 I. DESIGN COMPLIES to/SECTION 1015 ® 2"x2" -SO. POST .125 1605 OF 2001 FBC II: NFPA 101 IC197 ED. Q3 4" SO. PICKETS :062 4"XI 2"xl" CHANNELS Oq3 2• ALL —WELDED ALUMNUM RAIL DRIVE PIN (x2) IS SLIDE TABS .125 SYSTEM w/'"xl-a"S.S. DRIVE PINS G 4"k5"xj-" BASE PLATE Alumnum Rail ® $"x3" S.S. WEDGE ANCHORS SET IN EPDXY wl PLASTIC CAPS ON TOP 6k1 i y Nll � i t IL O 6 r (L t � r m 8 Floor LL p� a m 9 W- ca to I L N L IL o r / I" DOSING _c IL � I (TYPICAL) s IL r 7"'""Floor 6 IL h �c e 1111��OII,, I "1 "1 •1 �r� —_ L tr L 9 m _...... `.._.... r.'..._;; ._ ALUMINUM RAILING L. O L WITH BAKED ON O O O = 1514 O U- tT IL LD LL ;L 6 Floor Ic i I IT LL N— I ('1, L 4° SPHERE I` Y { N II MAX 1 6 (y_ rA r 6" SPHERE ilk (MAX) L o �o o 61 S tL a.....'t IL � m ..i th r - 5 Floor IL l t12-' iL h m� L 6 m n to IY = o co I - Stair Detail A Stair Detail 11 72 ua 1a i!a•mtw U RAILING POST rHICKNESS IREMENTS [4 2.5" RETE ' nd o 7 G d d 4 a' e do 6 Slide Tab Detail 6.3 a o t._o. 22 pi io v 2 1 6 of i i 5" To AIL CENTE Post P an View 6.4 3. e r-o� ® s I I i • • DECORATIVE COLUMN Elevation Detail `'': ---- ---- - -- is On 31_111 1 41_on g11 4'-011 811 4111 3t-ie 21'-Io° Glass Tower Detail Plan View 2 va•=nv 21-511 6n it -all 6" �4 coo 6;2 C4 = s � Elevation View 2,1 " 4"310n 4n n Section View V 'ED GLASS 1 1/4" TO 2" MIN. y1f �z it f N HORIZONTAL PROJECTION Circular Handrail 5 Not to scale East Ann Namaaitl/dtreg� e architect, p a aNvbrs`e�pxrng ttebdelgn vro)ttt "nma am aaveg ...�•���.. Oceanique Building A Highway A1A St. Lucie County, Florida �1=" ` snag MF-601 vm �� 6/3/o3 SEE STRUCTURAL 44wr OVER;WN su7PPER (sEE ROOF PUN SHEET A-06 FOR LOCATONS) 8" CNO BLOCK WALL (SEE fRUCT( jRAL FOR DETAILS) h If I B°ErmY sari O O akheo i II i S l i p I! I: if FofP FM"y oil.: ..:.......... ... ........:..r ,... >��Y' � � 1l"rJle1 Bro�t mt I I 9 to zi 6 i II FOAr &" 1' "Imp I 8 !!itr i d it U } BoImN Iv _°i O DNNe akFm gskiml. II S o I O- Wvn Nrok it j FN'a' HktY 6 If y: x Z 11 I w Ij U ° aedm I s • TF "4 if Fq Elft Lj 11 Kfthm FM LL sl z ul If fl 8 IItss �I' J t u If I. I �Ffl II LL z it <f U fl P {• K•.d� iy� 5 J LL W !1 ft :. ILI f ,I ,t 8"w s° aae If s If LL Z [i if,• ..x. J I W i If " Fryr ii ErNy �` o If i ..... n... ..a .J... ...i.� ...,.: . R. ... m TIMLca Giros CONC. ROOF TILES ON METAL CHANNELS ON DRY -IN FELTS PER MFG. SPECS ON 5DEN5GLASS' SHTG. ON METAL ROOF TRUSS FRAMING AT 24" O.C. B"XS"XIB GA BENT PLATE {CONTINUOUS) PW. ALUM SOFFIT TORCH DOWN ROOF ON 15# FELTS ON r PLYWOOD SHTG: Building W wZ Sections aZ Eu flxm NamCB1 Z Q Z �aamnhtvsm(niImoeR"ua ON Z�I a MF602 zZ ��/3/03 �6 wr 0.v of ?) 03 uA wz is Z ZH U A N UIL LL g• Q zp Wfj Q QZ �N zQ < to AD A ZW z Z0. Q IL Nz Wz 2 }N Z IA QJ Q. 13 NQ I11 �Y Nz FN R iL 1— z QO 0.p wQ =Z to N QW COW. ROOF TILES DN WODD V CHANNELS ON DRY -IN FELTS �I/ PER MFG. SPECS ON a' a PLYWOOD SHTG. ON FRE-ENG WOOD TRUSSES AT 24" O.C. DESIGNED BY TRUSS MFG'R 0 (CONTI15 GA BE V PLATE U N ..... GUTTER (yyI�•. fL •�:nl' ALUMN. GLITTER TRIM - W o -o W Z jI11 }� 1 I �mm NQ LQ X� 0. f- m}O W� 7N Yj �3 I I s iY1 6 ' O ], II 56 CAR PARKING GARAGE kl 03O vi nn2 I II I I I r�p r 0 1 I o) I I 53 0 0 I p a- 1 - 1 �Fny7I ei ■ in.� / ENTRANCE■ x .11{ I"t� .: ■ ; ../ : o -�*w., tea, ■' , owns 'TRASH - -' in/ .® k -hEF"N'ly'3F'+S`..'K■� / AREA 1 ■ ■ in ■ - —■■I--�■rl- : ° T r # tvy3 &4 i -.i , i WORRIES,f in ■ J : • I-I,=I��'r�� L • ■ _ r tY�£ ry 5 `?h� ■ ■ • ■ ■w■■■■Ri■■I 1■ : �' E. f Y 4iz'K a r� i ■ ■ s ■ ■ ■ ■ ■ ■ I ■ .: - ■ r � �■ ' ��^ V / ■ ' ��"fi �_ ■ 1��� �111�1i'�iu�.1 ���f Ems : • 1-411 owou■ ■uw■n u■�in / �_ ■ +.� u■ov�, �\ /� • .� ,� I ♦ I�■I� .� �� . � / ♦�■ s au: - � � Iv' ., �zr r` � v ��,��! t',�♦ ■ ® / / ■ / t ' I t a �' 1� c� �: � b ,,z , ' <� i■w�I�®!H 1 � .I■ � ���,����� n { ■■■■■••I■�I■i w gyp. ;POO ��: MIN ■ ■ • • / e / • Ground Floor Door Schedule Mark Quantity Pff Flow Style Door Panal Size - WxH DOOR FRAME FIRE RATING REMARKS Size MATL GLAZING WIDTH HEIGHT Thickness MATL Hardware Hinge D 2 HINGED - SINGLE 3'-O x 0-81131-01,61 " -8 1 3/4 INS METAL TEMPERED H.M. CLOSURE 55 qO MIN INS ALL PANIC DEVICE D2 3 HINGED - SINGLE 3'-011 6'-811 3'-01l 6'-.8" 1 3/4' INS. METAL TEMPERED H.M. CLOSURE 5S q0 MIN - D3 2 HINGED. - SINGLE 3'-0" x 6'-8" 3'-O" 6'-811 1 3/41' INS. METAL - H.M. CLOSURE 55 qO MIN INS ALL PANIC DEVICE D4 4 HINGED - SINGLE 3'-0" x 6'-811 3'-0" 6'-81, 1. 3/4' INS. METAL -- H.M. CLOSURE 55 q0 MAN - D5 2 HINGED - DOUBLE PR 3'-0" x.6'-8" 6'-oil 6'-8.1 1 3/4' INS. METAL -- H.M. CLOSURE S5 q0 MIN DG 4 STOREFRONT DBL PR V-0". x 7'-0" 6'-0" 7'-011 1 3/4, ALUMN TINTED H.M. CLOSURE "55 CIO MIN INS ALL PANIC DEVICE D7 16 GARAGE DOOR q'-0" x T-pn q'-p" T_p^ 1" METAL' -- N.M. -- METALI I- WINDOW SCHEDULE Number Quantity Style WINDOW DETAILS REMARKS SIZE MATERIt1L WIDTH HEIGHT AD JAN O SILL Wt 5 CURTAIN WALL 4'-0" of-O" TEMPERED GLASS -- -- -- Tinted m Scale: 1/8" =1'-W ;1 I I I I I 4 l ' "x q- two I I I 1 �. `� u IAr I I I it �f I Final monuFactu e and Model to be selected by Owner rp„/l ---------- del — — — — — 2. All Sliding Glass Dobrs to have Turtle Glass _ _ _ _ _ _ _ _ _ �_ «J�11 Legend 3. All Windows Facing he ocean to have Turtle Glass.,� Wall 11 Door Hardware % ' i� /j / // 24"(D Column cvr RIOR n / I' �� yp -� ONE LAYER }° GYPSUM WALLBOARD APPLIED TO INTERIOR SIDE OF Ir C All door hardw e s all ccimply with FBC Section 11-4.13.q /; / /� /,, , ® T ical ❑ METAL STUDS ! 16' O.C. WITH I' TYPE S DRYWALL SCREWS 80 O.C. TO of the. Florida Ac ssiblity.(ode. For Building Construction, / / i�; /� �/ �/ 'i /i EDGE AND VERTICAL JOINTS AN I 'STUDS - other Door operating de ices shalt i;be lever -operating mechonism s, / / D 2 O.C. TO INTERMEDIATE 1 than doors noted to have push/pull hardware. ' %�� /� /,�' . ; , �' /� � �/� i / ; .� / /; / ,/;- �� / architert, p.a. 12' BALCONY WALL ` PI.Ir119 Flabdtl9^ j APPLY rr STUCCO LAYER OF / a 1 1 1 1 CEMENTATIOUS COATING OVER 12' ^.ka Name aNMtr I l / / SEE SHEAR. WALL Z`i Oceanique Building" A 3 F CONC. SHEAR WALL SEE // / l: I .. STRUCTURAL L PLAN FOR ♦ O DETAILS 9 i i.... HI h Al : C pp--!� n, f�/ /� ❑ SIZE, AND LOCATIONS. II St. Lucie County, Florida Mgr CONC_ COLUMN 4 SEE STRUCTURAL PLAN FOR Ii CI fn DETAILS, SIZE, AND LOCATIONS. MF-601 ti INTERIOR NON -LOAD BEARING- WALI � Rim F ONE LAYER }• GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 3-rMETA�� ha a EDGE AND VERTICAL IC O.C. WITH I' TYPE O.C.DRYWALL SCREWS 8° O.G. TO a 12/r+�^/�rti I EDGE AND VERTICAL JOINTS AND 12° . TO INTERMEDIATE STUD. SEE L/. LLJ/ L �+JJ(C ij DETAIL 2 ON SHEET A-8. 1 1.1 rj >I I I: i I I ARCNITECTUAL NOTES: 1. Provide adequate 2x solide blocking in all locations where handicapped accessories may Y be installed. 11 I ' • I I 2. 8 Tenant separation walls meet or exceed the I hour tenant separation required as 821-b" defined in the Florida Building Code. UL Unt H PARTY unit I unit u unit I (Mirrored) DESIGN NO. 420. 40 -11 4 WALL 33'-7" 0t WALL 33'-8" PARTY (I PARTY Unit H (Mirrored) - _ WALL 33 -7 WALL 40'-11" 32 -4 8-7 20 -q 12' 10" 20'-q" 12'-11" 12'-10 20'-q" 8'-7" I'I'-q" 201_711 3. See Structural Drawings for exact sizing X - locations of all columns shearwalls. A C B i O Ci O Balconyear �/ v ((R/ Balcony (Rear) pJli trr Balcony (Rear) \ \\ \ Balcony (Rear)Balcony (Rear) — 211 F 332 SF (SHOT o.AB)50TTCMTE332 SF 8 20q SF 209 SF METAL T GAUGE) - - - - -_ - - - 777: METAL STUDS P( I i24' O.G. STAGGERED CID 2 LATER5 5/8' FAMILY. FAMILY TYPE 'X" GYP. BRO. MASTER ROp'1 ROOM FAMILY I V - _4 INSTALLED VERTICALLY MASTER MAS ROOM' ER MASTER ROOM BEDROOM YE R MASTER Y4/ ALL JOINTS ON STUDSS BEDROOM 7 I BED _ p 71 BEDROOM BEDRO OM fn. Unit H "^ Unit I Fl." 1 I wr. (�'lirrOreCl F'rc w II D]I I (�, a°>� Pa o-" b11 Unit J Mirrored H I I - 233s sF F;rc �°II Unit I I ' Unit H 1/2" GTP. BOARD 2330 SF <s« sroet A-12 rar v4' PW) 80TH SIDES (TAPE (5"w 5 t A -a rwf Ile PWJ 2332 $F 2$2a SF !6w flats 30 far iq' Rm) =>' AND FINISH) �3 (9es 911ee1 A-t2 f"r I/a' Nm) FAMILY Da3 8 D83 DB3 ROOM O nos II 3 1/Y FIBERGLASS INSULATION BOTTOM PLATE (V Dn i. _ (SHOT TO SLAB) — I W.LC, D>5 DJ5 I Z W LC W.LC W.LG. n D 5 D O N Dsa D78 I I D]6 I D06 SECTION VIEW e ' Di< ' 3-5/8" (24 GAUGE) _ 8 O o>4 W1 MASTER I DINING O �o METAL STUDS 4 O —\j KITGHE 5 ITCHEN DINING 5 DINING I O _ 24' O,C, STAGGERED I BATH. .ROOM O ROOM ROOM KITCH \ MASTER d 2 LAYERS 5/6' 6 DT 9 D TYPE 'X' GYP. ORD. O.. o A D75 D75 / N S V O>5 TALLED VERTICALLY O 4 a O TY O O W6 KITCHEN a P O 44/ ALL JOINTS. ON STUDS O ':1 A„ , i O.. O O +. ,.. 1 r BREAKFAST OJq DJ9 Q°� " KITCHEN ,I _.. F- NOOK ISLtWD qA Z O " BREAKFAST Q LL_Jo 7 [p rl j+l )SLAND NAiY. 3 I/2' flBERGLA55 INSULATION HA L Da3 BAATH BATH FrelYmli I0 O °w. 7OI- - - 3 D83 D83 Flrc wau BATH B TH D83 HALL1/2• GTP. BOARD IT BREAKFAST B EAKFASTBOTH SIDES (TAPE 1 NOOK NOOK BR NAB 5AND FINISH) R DJb AT14 BATH ASTER MASTEf MBATHRTRYNOTE: PLAN VIEW O - PANTIxr OVf-Nt"•` N � (074 O DJ6 I. CHALK JOINT WITH Sri 'FIRE CAULK OR EQUAL WHERE METAL �i _ psV3 STUDS OR METAL PLATE MEET CONCRETE. Ky 6 DBE O 2. BASED ON -UL DESIGN NO, U420 FACTORY MUTUAL WI -IS ANp/OR pee 3 HALL D83 BATH / HALL DB3 BATH \, DB3 HALL g D03 ' DINING STUDY d D O Fit, wb ..ROOM ; wr. 7 STUDY Flre w n DINING O.S.U. T- 2�16 AND GYPSUM ASSOC. FIRE RESISTANCE MANUAL o-c wall Q O STUDY ROOM we _ BEDROOM u2 D85 Pre' 1 �5 BEDROOM u 5 O ° °� ° co I -HOUR PARTYWALL (TYP.) I e SCALE: 31W = ]'-On ,9. pn on Di> ® 5 S FOYER Da3 6 w3 FOYER LAUN Y LAUNDRY D� FOYER 3 w3 _ ��... LAUNDRY DR 3 O De 2 DB Dal I OF 10 D7a BATH Dal O BATH - BATH lH N I I D85 FOYER D75 D33 \\ DJ9 d13 DB3 D]3 DY9 - _t, FOYER I N I _�. Dn STUDY D81 I I ® 083 . N Da3 Da3 O O oas STUDY 071 �_ I I DA b83 �3 DB3 07 77 I _ V BOTTOM PLATE 3-51VME (24 GAUGE) V - (SHOT TO SLAB) METAL STUDS P 4 _I 24' O.C. STAGGERED _ p7b mb rn I NLo 3-6/8' (24 GAUGE) METAL STUDS ! 24' O.G. STAGGERED I E 2 W, I + -. DB3 Fire wall 0 Flre'wan _ I I 2 Nr d 5/8' GYP. BRD. (>7 }. 1 ro-a wali R DB3 f INSTALLED VERTICe.LLT w2 BEDROOM #2 BEDROOM a3 1 DJJ. BEDROOM tt2 BEDROOM #5 BEDROOM'. rt3 BEDROOM u2 „ I p • rp W/ ALL JOINTS ON STUDS O �. I ' D7G r 1 O W217 BOTTOM PLATE 5/8' GYP. BOARD DJq BATH Q - O D7b DJ6 r DES (TAPE (SNOT TO SLAB) BOTH SAND FINSN) O ° �J 6 I O ua _ I . OT14.O I BEDROOM. #3 O Dab I 2 w-. O wa w4 wa wa 2 p PLAN VIEW I9 O DB .- Fo-� wal N O I rrA I pBb BEDROOM tt2 _ 1 SECTION VIEW •• ;, "• 1_ 11 it I II 1 11 n 1 II II 1 1+ 'wr ID I. II1_6" � II'_(an 1 I_7n 61 7u 2i a1 gll_�nr�ra wil OI m "r b11 9 0 - 7 -4 II -8 5- 2 -0 8 -8 0 INTERIOR PARTITION (TYP.) -- DB 2 CO 1� -8 SCALE: 5/8' = P-Op D7o 3 - - - = Balcony (Front) - - - - - �Iw7 F`yn Balcony (Front) n N -I kN 60 1[ 1_0' 10'-01 41-2n 31_01 12'-811 3'-0' 3'-II" 3'-111131_G181_ 01) 11-01 -6' G'-0" _6' 91_011 -61 ql-QII _61 glIf _QII -6' q'-0" 31- '3'-0' 4'-1011 4'-0" 4 10' 3' 0 121_811 3'-01 4-2u 11_ 1 0 6 3 -D 171-8" 8' $" 71-101' 78'-6" 23'-8" 181-8" 17'-8" 182'-8" OUT TO OUT 4 ILL, eg Typical Floor L•. I Ile. Scale: 1/8" _ 1'_0» WALL LEGEND: 1 4" = 1 0" �,. Typical Floor Door Schedule DOW SCHEDULE EXTERIOR WALL t INTERIOR NON -LOAD R 4R1N .DOOR WINDOW (� ONE LAYER in GYPSUM WALLBOARD APPLIED TO INTERIOR ONE LAYER in GYPSUM WALLBOARD APPLIED TOE H SIDE FRAMEIb l 1 I I SIDE OF 1� METAL STUDS @ Ib' O.C. WITH In TYPE 5 �p OF b' METAL STUDS 16 IN O.G. WITH I' TYPE 5 DR WAL Size FIRE )ZEMA1rTGS Number Quality Style SIZE DETAILS REMARKS p' }l' Ir I_1 DRYWALL SCREWS 8. O.G. TO EDGE AND VERTICAL JOINTS SCREWS W O.G. TO EDGE AND VERTICAL JOINTS AND 12' M� Quantity Style Door Panal Size -WxH MAIL GLAZING RATING W1D" H HEIGHT MATERIAL FO?Ap JAMB SILL ���g���- �"® AND 12' O.C. TO INTERMEDIATE STUDS. APPLY O.C. TO INTERMEDIATE STUD- SEE DETAIL 2 ON 5H ET-8. WIDTH HEIGHT Thiclmess MATL Hardware Hmge , WI 2 PICTURE S-0, 7'-0" ALUM. Layout D70 2 SLIDING GLA55- DOUBLE 6'-0" x V-O"' 6'-O'- 6,01, 1 3/4" ALUM./GLA55. TINTED H.M. -- W2 2 HORIZONTAL SLIDER 4'-0' T-O ALUM. Transom 6210W 1 HOUR PARTY WALI 12• BALCONY WALL ONE LAYER }' GYPSUM WALLBOARD APPLIED TO EX ERIO o7i N'.' .SLIDING GLA55- DOUBLE 8' 0" x 8'-O' 8'-O' 8'-O" 13/4" ALUM /GLA55 TINTED H.M. -- W3 5 HORIZONTAL SLIDER -a'-O' 5'-0" ALUM. �jj�� APPLY 9" STUCCO LAYER OF SIDE OF 3- 24 GVAGE METAL STUDS ST D72 5.. SLIDING GLASS. - TRIPLE IA-O' x V-O"' 14'-0" 8'-O" 1 3/4" ALUM./GLASS TINTED HT1. -- a 1 I f I I 11 �' STAGGERED @ 2A' W4 6. HORIZONTALS SLIDER 5'-0' 5-0" ALUM. W�LI�I�L GEMENTATIOUS COATING OVER 12' O.C. WITH In TYPE 5 DRYWALL 5CREW5 8' O.C. TO EDGEI D73 3 BIFOLD -SINGLE 2-O" x 6'-b" 2'-0° 6'-e" 13/8 WOOD H.M. -- LOUVERED WS 2 HORIZONTAL SLIDER 5'-O T-0" ALUM. 1111 CMU BLOCK. �. AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE : r Transom below- D74 5 BIFOLD SINGLE 2 0" x 0-8. 2'-0' ,_51. 1 3/8" MIRROR N.M. -- W6 4- HORIZONTALS SLIDER 8'-0 T-0" ALUM. Transom below nm name um rmams "�-"- -`-- STUDS. 3-} R-II GLA55 FIBER INSULATION IN CAVITY. TUIO ' LAYERS $' GYPSUM WALLBOARD TYPE 'x' APPLIED TO D75 II BIFOLD - SINGLE 3-0" x W-0 S'-O' 6'-8. 1 3/8" MIRROR H.M. -- Y�6 2 CURTAIN WALL 3'-0' 9'-0- ALUM. 14" SHEAR WALL : INTERIOR 51DE OF 6' METAL STUDS, BA5ED ON EL DE51Ca�1 D76 I0 BYPASS q'-O° 6'-8" 1 3/8" ALUM./MIRROR MIRROR H.M. W8 _ " 4 O" x 6'-8' - 3 CURTAIN WALL 4 0 9 2 ALUM. 14' CONC. SHEAR WALL. SEE NO. U420 AND GYPSUM ASSOC. FIRE RESISTANCE M NUAt;_ D77 6. BYPA55 5'-0' x b'-e' 5'-O' 6'-8" 1 3/e" ALUM./MIRROR MIRROR N.M. - //,��J/// STRUCTURAL PLAN FOR DETAILS, SEE DETAIL I ON SHEET A-8. W9 t CURTAIN WALL 7'-09'-2" ALUM. arch japi,04 SIZE, AND LOCATIONS. b78 3 BYPASS 6'-0" x 6'-e"' 6'-O' 6'-b" 1 3/8" ALUM./MIRROR MIRROR H.M. -- li rMc.PLUMBING- WALL (42' HIC-H) Note afiletelm�pbmvgdin. -- ONE LAYER }" D7q 10 POCKET SINGLE 2'-10" x 6' 8'' 2'-10" 6'-8" 13/81, MASONITE WOOD -- 1w1 e. , t"..a1 0. mw CONC. COLUMN GYPSUM WALLBOARD APPLIED TO. EA H SI E M x1VJ"", ° '°�,,( TI = SEE STRUCTURAL PLAN FOR a C �. OF 6' METAL STUDS 16 IN O.C. WITH I' TYPE S DR WALL ' DW 4 GLASS SHOWER DOOR Y-10" x V-8"'. 2'-10" 6'-e" I/2" MASONITE WOOD Final. TY)QYIUfaCtUre and .Model to be selected by OLuner DETAILS, SIZE, AND LOCATIONS. SCREWS IN O-G. DI EDGE AND VERTICAL JOINTS AND 12'I. DBI 2 HINGED - SINGLE (EXTERIOR) 3'-O" x V-e" 3'-0" 6'-8" 1 3/4". METAL W/SIDELITE 20 MIN. FIRE GLA55 H.M. SPRING 20 MIN SPEARATE SIDE LITE WITH''�`b" C LUMN 2, .All Sliding Glass Doors tO. have Turtle Gloss O.C. TO INTERMEDIATE: STUD. 3. All Windows facin the ocean to have Turtle Glass. Pst�Lurie D82 3 HINGED SINGLE (EXTERIOR) 3'-0"x 6'-8"' 3'-0 6'+8" 3/4" INS. METAL 20 MINFIRE GLASS N.M. SPRING 20 I'I11N g 1Cai�i ue Bulldin B INTERIOR NON- OAD 0 ARIN- WA D83 36 HINGED - SINGLE 2 IO" x 6'-eV 2'-10,6'-8"I 3/8" SOLIDCORE WOOD q gONE LAYER i" GYPSUM WALLBOARD APPLIED TO EACH SIDE 1�qA,OF 3-f3" METAL STUDS 16' O.C. WITH I" TYPE S DRYWALL D54 2. HINGED -DOUBLE PR 2'-O' x 6' 6' 4'-O 6 -8" 13/4" nA50N1TE WOOD Daar Hardware hl.Ote.HiO�i1W'd A1C1SCREWS 8" O.G. TO EDGE AND VERTICAL JOINTS AND 12 D65 5 HINGED - DOUBLE PR 2'-0' x 6'-$" 4'- ' '- " DO 6 8 1 3/4 WOOD FULL LITE Wf. Alf door hardware shall coin t with FBC Section II-4.13.q of the COUn Florida O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 C'r! SHEET A-8. Da6 2'. TRASH CHUTE 2'-0" x 3'-0^ I 2'-0' '-o" pys 3 2 METAL N `J .M. CLOSURE SS GO I IN Florida Accessibility Code For Building Construction. Door operating dev D87 4 HINGED - SINGLE (EXTERIOR) 3'-O" x 61-8" 3'-0. 6'-8" 1 3/4". INS. METAL N.M. CLOSURE 55 qo IN shall be lever -operating rn chanisms, other than doors noted to. have push/putt ,hardware. Dam mF-eoz aev. F 1/21/04 Ang II II I I _ � 5 AN!.:.4i,?i> 7.'1•.». � O I ' — 'r u i I� \\\\. y\\\\�\\\\� +afir2�1� .^!ita!J,'G4, �Ca.:•iZ+,;; +J O ELEVATOR d �-7 I tti A nee �� 2 "^ R. wen ® ELEVATOR wen w � �� 2 w3 1 rae`Won Re`I1'all g•_1J• 1 w. r. wen < w EL OR 9 z xr. i Flro wend i i ro 2 x.. P- W.1 ••--❑j .ii. rt. •i"SS` lyxe%4Y-=:`i:�:+,-': ': q�k ,1 ar. Wpn q nrs wau STAIR weil� GEOMETRIC RAILING GEOMETRIC RMLIRO t xr. Flro Wen 'tL`^� • •:'•• : - '.•�".%'��" .�� i• !'!K.'r.4..'r:. O� Fl I TINTED CUSS 16'-6" 00 V-B' 18'-S' Fln` n 5Tu21R CURTAN WALL ITT DECROTNE COLUMN "' TINTED CLASS ��r CURTAIN WALL ' n wml Flr2We0 — — _ — eo TINTED CLASS ii 2 W. TO 4 % CURTAIN WALLTn R A1 2 xr n We n tamryFil p p CONIC. PANAL RAILING ._. _ — ar. el b J fO'-V 4'-6' 3•-O' 3•_O• 5' J'-0' 5' J•_O• 3'-6' 9'-0' 2'-6' 9'-0' 2'-6- 8'-0. 2'-e' 9'-0' 3'-0' 4'-0'. S-1p' 4'-O� 2'-4' 4'-7' 4'-7' 2'-4' [ 4'-0' 2 3'-10• . 2 4'-O' 3'-p• 9'-O' 2'_g• 9tp• 7_6• 9•-O• $•-g• 9•-O• y_ O 'i T-O' 5� X-0. 33'-fr 1r-ID• Sp'-0' 13•-t0' Ir-10" IS-fp' 5p'_O• ',.. , t3 _1D• 12-6 3_O• 3-p th 13 Floor Balcony Plate 6eale:1/8" = F-OT, Floors 2 tll ru 5 Balcony Plan v�� h N �YA 4 �t s ny Layout arm xameanaOtrYeg R 0,Ka._ � a arc hitect,_Q artlAaLre.pfauWg ebr,kslgr, fja Name and AWd Oceanique Building A HighwayAlA St Lucie County, Florida ftj s s MF-601 03 I BOTTOM PLATE (SNOT TO SLAB) 3-5/8" (24 GAUGE) METAL STUDS @ 24" O.G. STAGGERED 2 LAYERS 5/8' TYPE "X° GYP. BRD. INSTALLED VERTICALLY W/ ALL JOINTS ON STUDS 1/2" GYP. BOARD BOTH SIDES (TAPE AND FINISH) 3 1/2' FIBERGLASS IN5ULATION BOTTOM PLATE (SHOT TO SLAB) SECTION ViEW 3-5/81 (24 GAUGE) METAL STUDS @ 24" O.C. STAGGERED 2 LAYERS TYPE "X" GYP. BRD. W/ ALL 3 1!21 FIBERGLASS INSULATION ---� / 1/21 GYP. BOARD BOTH SIDES (TAPE AND FINISH) NOTE: PLAN VIEW 1. CHALK JOINT WiTH 3M FIRE CAULK OR EQUAL WHERE METAL STUDS OR METAL PLATE MEET CONCRETE. 2. BASED ON UL DESIGN NO. U420, FACTORY MUTUAL WI—I5 AND/OR O.S.U. T-32g6 AND GYPSUM ASSOC. FiRE RESISTANCE 'MANUAL i-HOUR PARTYNALL (TY .) SCALE, 1/2" = i'-0" -(24 GAUGE) METAL STUDS @ 24" O.G. STAGGERED 5/8" GYP. BRD. - r — INSTALLED VERTICALLY W/ ALL JOINTS ON STUDS BOTTOM PLATE (SNOT TO SLAB) SECTION ViEW 3-51W {24 GAUGE) METAL STUDS @ 24' O.G. STAG 5/8" GYP. BOTH 51DE5 AND PLAN VIEW INTERIOR PARTITION SCALE- 1/2" = 1'-0" TYP.) • Dearing Wall Railing — 2 Hour Nonbearing Wall Rating_2 Hour 4 1 2 HORIZONTAL SECTION 1. Concrete Blocks'•-- Various designs. Classificalion D-2 (2 hrj. Sea Concrete Stocks category for list of eligible manufactture". 2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 In. thick, of not leas than 2-1/4 Pnd not mothan 3-1/2 parts of also. sharp sand to 1 part Portland cement p"portlanadre by volume) and not more than 50 percent hydrated time by cement volume). Vertical Joints staggered. 2A. Mortar Mixture* -- (Alternate to Mortar -- Item 2) — not more than 130 Ibs of sand and S gal of water to 76 [be (one bag) of mortar mixture. Camtech Laboratories, Inc. 3. Portland Cement Stucco or Gypsum Plaster -- Add 1/2 hr to classification If used. Where combustible members are framed in wall. plaster or stucco must be applied on the face opposite framing to achieve a max. classification of 1-1/2 hr. 4. Loose Masonry Fill It all core "paces are filled with loose dry expanded slag. expanded clay treated partite loose till Insulation add 2 hr to classification. *Bearing the UL Classification Marking - 3::� UL DESIGN NO. Ug05 Portico Roof Layout Scale: 3/16" = P-0" North Elevations s�B�e• �li�h'> _ �1_nt N I N r ID N _I N I . M M tOOF TILES ON WOOD LS ON DRY -IN FEL15 G. SPECS ON an ID SHTG. ON PRE-E G RUSSES AT 20 O :D BY TRUSS MFG' GUTTER TRIM .0OF TILES ON WOE LS.ON DRY-IN.FEL G. SPECS ON Be D 514TG. ON PRE-1 'RUSSES AT 24" O. .D BY TRUSS MFG' GA BENT PLATE UOU5) GUTTER TRIM `D 5 21—I0111 f2 A A I i I L-14 I I / I � 1 1 ( � I I 1 1 I— III ----------- ------ ------------------------ ---- — J 1 42' 8" A—b B Portico Floor Layout Scale: 3/16" =1'-0" CHANNELS ON DRY -IN FELTS PER MFG. SPECS ON R" PLYWOOD 5HTG. ON ARE-ENG WOOD TRUSSES AT 24" O.C. DESIGNED BY TRU55 MFG'R 3"X3"XI5 GA BENT PLATE (CONTINUOUS) .'•�'>;4.;:;;_>x:�• r � ALUMN. GUTTER TRIM NN '{ ljp STUCCO FINISH e a CONC. BEAM ' SEE STRUCTURAL r• ;ry .i FOR SIZE AND .DETAILS 3" O PVC HIDDEN DOWNSPOUT d 4 wli 2S"0 CONC. COLUMNS _ STRUCTURAL FOR ji; _ n�A 2'-l0"x2'-10" POLYSTYRENE i—GOLUMN BASE NOT TO SCALE ®"� = I { I Is..-..,:1 r'-•:'4:.r r Ground Floor Layout Ground ]Floor Luu.t Scale: 3/16" =1'-0" _ _ rv;'V�d�� a. Fmk'. i1a;m ad Ad,ffi Occanique Building A Highway A1A St. Lucie County, Florida ante L 1L —i' o 6// "` QNC W 1 C l Lo v C ARCNITECTUAL NOTES: I. Provide adequate 2x solide blocking in all locations where handicapped accessories may be installed. 2. 8" Tenant separation walls meet or exceed the 1 hour tenant separation required as defined in the Florida Building Code. UL DESIGN NO. 420. 3. See Structural Drawings for exact sizing A locations of all columns t Shearwolls. 1 Area Tabulation Room Name Net Floor Area UNIT A 2973 SF REAR BALCONY 360 SF FRONT BALCONY 42 SF 3375 SF Unit A Floor Plan architect, l? a. a<nm *pa.w, i�nip (rn) n�i"ae+ frn) re"Eee ro- FI'NISN SCHEDULE Oceanique Building A il ALL ROOMS AS! SELECTED BY OWNER FLOORS Highway A1A St.'Lucle County, Florida WOOD IN ALL ROOI'95 f CLOSETS BASE oxn s� PAINTED DRYW�LL IN ALL ROOMS +♦ CLOSETS SIMI-GLOSS WALLS ENAMEL IN KITCHENS, BATHS, AND UTILITY MF-601 Rev. H Ij G CEILING PAINTED SKIP tROWEL OR KNOCKDOWN ON ALL CEILINGS (CONIC. OR GYPS) PER OWNER it 1/21/01 CEILING FLOORS 2 THR 12 - 8'-10" EXCEPT @ FURRED DOWN AREAS HEIGHT FLOORS 13 - I01-0" EXCEPT @ FURRED DOWN AREAS 10000m� PARTY WALL LU co F_ - M (n PARTY WALL Area Tabulation Room Name Net Floor Area UNIT J 2330 SF BALCONY (REAR) 211 SF 2541 SF FINISH SCHEDULE FLOORS ALL ROOMS AS SELECTED BY OWNER BASE WOOD IN ALL ROOMS1 4 CLOSETS PAINTED DRYWALL IN ALL ROOMS 4 CLOSETS simi-Gl_o5s WALLS ENAMEL IN KITCHENS I BATHS, AND UTILITY PAINTED SKIP TROWEL OR KNOCKDOWN ON ALL CEILINGS CEILING (CONG. OR GYP.) PER OWNER CEILING FLOORS 2 TPRU 12 -W-10" EXCEPT @ FURRED DOWN AREAS HEIGHT FLOORS 13 10'-0" EXCEPT @ FURRED DOWN AREAS it 4:15A lu-Ini door1!48_ looroor architect p.a. M) ma me fj it6ane as aae� ceanique Building B Highway AlA A St. Lucie County, Florida MF-602 Rev. E A-111 1/21/04 30'-611 IO'-4e II '_I n 3l_0n 3 _fin 3 _6" 21-011 II'-b 5' 4u 17'-411 b'-8° 5'-0" 5'-4" 41-0" 12'-10" 2'-O"I'-0 10 41 _01l -0„ o. CIO `A `?W Z HORIZONTAL SLIDER HORIZONTAL SLIDE HORIZONTAL SLIDER i ' I'-b" 4' 0" II'-2" 5'-10° V p 8'-0"H.H. 8'-0"H.H. 8'-0"H.H. m V p U BALCONY BREAKFAST � - - _ - - - o -- ---- ------- -- — --- NOOK o 81 Q%LI'-00 9 --- ----- --- --- z FINISH SCHEDULE ALL ROOMS AS SELECTED BY OWNER FLOORS WOOD IN ALL ROOMS t CLOSETS BASE PAINTED DRYWALL IN ALL ROOMS & CLOSETS SIMI-GLOSS WALLS ENAMEL IN KITCHENS, BATHS, AND UTILITY PAINTED SKIP TROWEL OR KNOCKDOWN ON ALL CEILINGS CEILING (GONG OR GYP.) PER OWNER CEILING FLOORS 2 THRU 12 - V-10" EXCEPT @ FURRED 'DOWN AREAS HEIGHT FLOORS 13 - 10'-0" EXCEPT @ FURRED DOWN AREAS 22'-6" 2' 0'I 12'-011 II'-0". m I - BEDRO M #2 N of OCIO �I r 1 I - m, - v STUDY i-j 0 I 4 m o 6 11 m 1 1 _ I 1 Q- DINING I FAMILY ROOM 61 0 _ 31_01 a,1 _ 23'-5" -41 III -oil oi 3'-2u bROOM W.I.0 411c0 CV I I O KITCHEN -- \, �, N 4 � I� w Lj o BATH II �, I ° II N } 4,-01 1_811 N _ _ OO _ 0_ El rJJ _ 5'—b"7' 7"' m �v m ® 0 - 14'-10'I _ o = 2-2 6-9 3-S 2-G ?_-4 I 7-8 11. 2-4 _ q I N 13, 8 b -O " ' 4 ' „ 10 -0 t b ' n 5 4 4 -q HALL I q -q 2 - ° „ ' I LAUNDRY — — - r 4 _on/6'_8n o 15' 411 / - FOYER i o I III III o ttM o N--.:.��_l _ ��� .. ,.,,.. F. 1 tV 1 IZ. C ASE: — _ to / 0"AT"F. _ / ASTER M- o M BATH ° - - - o _ I _ m n Y ' n n I - -4 3 -4 = MASTER 2�0 _ v N _ - .� m � BEDROOM _ Q s w t n _ b'-4° _ lrb m CQo w.L.C. N BEDROOM #3 oqs --- --- m f-- �o -- 5 S -I o0 OI 8; 11-10' 31 2" 5'_11' 10'-O" �z o - -# HOUR FIE RATE DOOR o �, w/SELF CLOSURE t LOCK ! = o o f o -1 ( FG.'S SPECS. ) -J n z v O} I m BATH m SEE f l _ J� U C \ O T • o LLI �' OVEN / I I II N -J m 4 1 5 8 1 7 4 2O" j l -011 12'-211 0 oQo - N - I 6 vo`° o I I! Ii BREAKFAST N T CIO v 0 ._ I i - I 12 ITCHEN NOOK � 0 o2'xr _ I v' _ I STUDY I I Ej o - m ti o� — N I � 4a (a N 6 i' I I� 12 I FAMILY BEDROOM #3 " " FOYER BED( N o o I ROOM 6 15 I b -0 b J= I I I I v _j I I mLO°Z o I III 6 J I r HALL a ° I I v o /01� a ,, L o 6 BALCONY x o _ a m 4 to u 5'-2" = 4" 3'-1Q" 4n 3'-8'I hd S 4 -0 14 -8.: ' u f _ n _ ' u ' ' " i n OLU 77 F- = b b 8 b `s � 5- N-10'/6'_8 I T DINING WN o o'rb'- " 2'-l0' b'-e' 2'-lo'rb� r N = 0 q _ O - ROOM 0 . --- __ T AT�U 2'-lo'ib'_an 2' l0'76 a' cN 7n V N _ 12 4 2 -D 8 _1 - �J �� '` H r - ° I I �" I" " z '_ � o Mirrored I I I 2_a1�6_an 1 Q - - v /o J BEDROOM #2 �1 ��®®� �ll2Jg71 Ila BATH BEDR I I -� o MASTER m I I v MASTER Q W p -v 1 I EDROOI I N ,oi o - p •. u ' ' ' u ' 11 n i n_ i archICECC, D a. 5 - J =_ n _ n i O - 3_8 -�°Qo q 8 1 0 O w.I.c. aware. dam�5 IrcGe�gi 4 -O'I IG'-0" s 8'-411 b'-O" .I 51-8,, ° n 3 BATH I b 4 II o - 6 v - - - - o J�--------- Jul° v n U :IM 1 Ll ViS all Scale: 1/4" = Ill Area Tabulation Room Nome Net Floor Area UNIT H 2820 SF BALCONY (SIDE) 36 SF BALCONY (REAR) - 332 SF BALCONY (FRONT) - 42 SF 3230 SF Area Tabulation' Room Nome Net Floor Area. UNIT 1 2338 SF BALCONY (REAR) 209 SF 2547 SF Rcajed N.3 ll Oceanique Building B Highway A1A St. Lucie County, Florida � MF-602 Rev. E � A 12 1/21/04 8 o T1 oV�N z o I o 0��0 III QI_OII 1 /1_OLL I51—III BI.—011 I 14,_I II O �._ ICI (p I r TA J i KITCHEN BREAKFAST o o `° o' 31 -41 STUDY _NOOK - N 3, O_ N p y„ - _ Ii 0 a - v FAMILY I � 6 I I� � o I ROOM b I II I 121 711 -6'I 6'-0" 2'-0" a - n F L 11 ' OYER ry;.o ry BALCONY I 15 -1 s o \ BEDROOM #3 I I PALL m o a o qn O 1 2' -O" o a o 01 cmY1 ~ I 0" 3'-0" 4' O° I_ 11 1 C \l ll m , , N E 14 10-6 5 -I 31_ 11 31_g11 0 6 O o-10.1v_g1 rZ =o I = WN ROOM op° DINING a BATH r-lo'rb,_e„ -- _ 14'-4"-4"- 14'-IO" �/ _ MASTER = 6 o r u 5 0 3'-6" -oil N s m _ I I BEDROOM - I' ? LIVING Q l oI - �o MASTER � ROOM I - / — N I Ie' Co - m BATH z v I �q w I � I r10 o p III - a 1 cc_ BEDROOM #2oa 6 A�_OII 131, I 11 N I W.I.,C. 11 ,. „ , 11 ll I AT to 0 4 V 18 -o VBV -: 5 -II I -� `2- 4 -2 6 `t' lo1_pll � 011 I�r 3'%6" o o `n N N 8'-0" 12 _4l1 2'-2" O 71 011 n 1 „ _ _ o IS _0 _ L r - IN 24'-6" N O 141-011 — p p 9 m I I - = - -v II _ BREAKFAST 2I I I z ml, I I316 - ' OI 4 I I, NOOK a � - - o I I _ LAUNDRY I I - oN I O _ o ISLAND o 1— 0 T D NI�1 G N — 21_01�1_8" BEDROOM #2 1 z I lo_ FAMILY OOM m s'_0'76'_a' o ](D L lob ROOM KITCHEN �, g N' Ist o r gyp^ KNEE WALL o N Q _ If O�-1 LVV 1 I ��¢ 21_ 01V61-8a N I I 2-0/ - _ — 6 8" P - _ _ �n 0 N 1 L 1, I I , 1 Arb-e BALCONY, I II 1 I � Y� I i N 1 I Cl-'I a" s'-s" it 1 6 0 3 -6 10 q 8 I w ~ 4'-D" " 16 4' - - - I' -loll t 16'-l0" 1 6 v O 3 -5 6 -5 S 4 -0 2 -3 NALL O " m _ �m 7-Q I n 1 n z In - lJ) _-77J - �r — 8FOYER o aU�) __s z co No to m WN BEDROOM U37 MI .. o I a I I I I. 14' 4" 21 O" 3' 8n 13' 6'I 6'_oll _ v MASTER s - BEDROOM m e 3-o"rb'-a1' MASTER v N BATH 2'-101ub'-15^ STUDY z o m /�f p 5' 2u 1 lu ql — ln. 21_4n 4'-0" 18n1 p 18' 10° -_ '-411 5'-8" 5'-I613'-10" 6u = - n �40 5 4 j� °7 12 O - W II.C. do o II �r v r -- Win— ... . . s:.. ^.,-,+,.. . _,. .-...-.,. sw::r..:3.r.�,Rir .. - .v v ..r-..vsu:.....a...w.....w:a'ar.:.usuw.,.v.,., u..u«:.v.«uo.a.✓('° Units E and F Floor Plans Scale: 1/4" =1'-0" --- ARCNITECTUAL NOTES: I. Provide adequate 2x solide blocking in all locations where handicapped accessories may be installed. 2. 8" Tenant separation walls meet or exceed the I hour tenant separation required as defined in the Florida Building Code. UL DESIGN NO. 420. 3. See Structural Drawings for exact sizing t locations of all columns 4 shearwalis. FINISH SCHEDULE ALL ROOMS AS SELECTED BY OWNER FLOORS WOOD IN ALL ROOMS t CLOSETS BASE PAINTED DRYWALL IN ALL ROOMS B - CLOSETS SIMI GLOSS ! WALLS ENAMEL IN KITCHENS BATHS, 3 AND UTILITY PAINTED SKIP TROWEL CR KNOCKDOWN ON ALL CEILINGS CEILING (CONIC. OR GYP.) PER OWNER CEILING I FLOORS 2 THRU 12 - 8'- 0" EXCEPT @ FURRED DOWN AREAS- HEIGHT FLOORS 13 - 10'-0" EXCE T @ FURRED DOWN AREAS Area Tabulation Room Name Net Floor Area UNIT C (MIRRORED) 2337 SF BALCONY 187 SF 2524 SF Area Tabulation Room Name Net Floor Area UNIT 8 (MIRRORED) 2542 SF BALCONY 205 SF 2748 SF Units E and 11 Floor Flans �i li 3 I1,m1 Non�n IOd11L�s architect a. 3Z3RIi„`3f a,�yreyyr�Plyu��Y�, c' i Ti`]-W8"aY» e-�G[e'te'1f°` Pocd11ifrr1¢M M Oceanique Building A Highway A1A St. Lucie County, Florida //veeic sleet — F MF-601 Rev. H W1 /7 1 /r Afilli-Il 3 i I C14'-4° I I' -1011 821-G'I - I O I I III 23, i I BALCONY 31 ryp1. 11 i 1, ,I i - If 2 -I 4 -I 3 -2 1,2 ° 20 ------- yOR/zS'o„ O � P10 O s III BREAKFAST A 2 _ A NOOK '-01, 21-411 lP J l � n -3,r I r _ - / I = , 1 1 2'-1" 3' 9" 2'-O" 3'-10� N RIZONTAL 5LIDI P / / _ �° 2 4 GI-Olt2 -4 8 21 311 ,S„ R „ a DINING / o ROOM GO NE WALL 7d FAMILY o / LLl 3 w _ / ROOT I Lid � 1 I Q m HORIZONTAL L ID NG N STUDY "' j � I' I KITCHEN III a' 011. . BA N LCO Y O 71_ u 6 8n 2I'-O" 7 2'-0° 5'-IOn _0i 3'-Sn r2'-2u I 12'-0" II' -II" - I UY I -o il - O G - BA �-I 0 In I � 1 � L 20'-011 II-511I'-511 61-711 3'-8" 2'-G" 2 -O" g'-ol' 2'-0" 10'-8n v d- — ,9 _o HALL _, I'-�11 31_511 QN 3'-G''-6° IO° G'--8°II,-011 i IO �7to 4622-42-412-0 _o,, '_a m BEDROOM #2 T i rn m - FOYER w INSULATE WALL WN a„ = A _ - FOR NOISE 4i 1. GI 8n �° BEDROOM #3 m MASTER o' MBATNR BATH� ° m Q o m — BEDROOM ID IT m 41-1011 - 1 <� Q o - I ,: s'-io'ra -o LAUNDRY Om o f tL1 v I— - / � N. Iv 18 -0F 7 �2 .. f-l' r—1 fil=�"� in 5 k� , On 10'-211 ! z ' G'-G" --- -i a to � O , u O u 1 I n — ARCNITECTUAL NOTES: I. Provide adequate 2x solide blocking in all locations where handicapped accessories may be installed. 2. V" Tenant separation walls meet or exceed the 11' hour tenant separation required as defined in the Florida Building Code, UL DESIGN NO. 420. 3. See Structural Drawings for exact sizing It locations of all columns $ shearwalls. 11�0 Unit In m I O I e" , m G Floor Plan Scale: 1/4" = 1'-0" 0 I Unit G Floor Plan Rm name aM PdO }i architect, i a. addemm�PlamM Irlabr Cr`Jn FINISH SCHEDULE FLOORS ALL ROOMS AS SIIELECTED BY OWNER vmym namca aoea� Oceanique Building A BASE WOOD IN ALL RO MS B CLOSETS HighwayA1A' St. Lucie County, Florida PAINTED DRYWALL IN ALL ROOMS *CLOSETS SIM1-GLOSS WALLS ENAMEL IN KITCHENS, BATHS, AND UTILITY PAINTED SKIP TROWEL OR KNOCKDOWN ON ALL CEILINGS �ka MF601 Rev. H I CEILING PAINTED OR GYP.) II PER OWNER CEILING FLOORS 2 THRU Ip - 8'-10" EXCEPT @ FURRED DOWN AREAS /2/O^-14 HEIGHT FLOORS 13 - 10'-b" EXCEPT @ FURRED DOWN AREAS "j .I- I Area Tabulation Room Name Net Floor Area UNIT E 2736 SF REAR BALCONY 389 SF BALCONY 26 SF 3152 'SF 4'x12' ECUPPER� 4NI2' \12A7 n Area F Plumbing �_` V6nt nlCu mi GFCI OUTLET O A ON CIRCUIT L-36 `8 LB A4AIs Coml�ir O iii rain'8 Le Roof Drain Area " 1454 SF GFCI OUTLET ON CIRCUIT L-36 J V Plumbing Vent "L" '�N Plumbing Vent "B" Roof D nRDn 4N12' METAL METAL \t \Aren Roof Drain Area Roof D1248 SF 99 oof Drain nRDn D 10 FCI OUTLET LB L8 CIRCUIT L-36 l Url'lbin q3 MtLill LR GFCI OUTLET ON CIRCUIT L-36 `B 15.3 Combi A-M -e 43 S})11 bing 3 _. �` Vent Vent Roof Drain Area Roof Drain 1644 5F 'RD" Floor Drain "FD" p Plumbing Plumbing / Vent "L." Vent "D" Plumbing Plumbinc Vent V, Vent "B 17'-4" 41-011 b ELEVATOR MECHANICAL ROOM _CSEE ELEV. MFG. SPECS) ---� I II I I II CD I L_____- 16.2 V _M = - LK l H -- m O L0 in 4 ' 4 3 � , i I l 1 --1T:3/Ai' €flDEALS OR g I Roof Drain Calculations: Roof Slope @I/B" Per Foot (Minimum). ^12' SCUPPER, I I I I 4•n2• I Roof Drain Area 1255 5F Roof Drain R DI Drain f 15.1 ^12' METAL Roof Drain Area 1377 5F "Um 90 FCI OUTLET Plumbi O CIRCUIT L-36 Vent "K" / Vent 11W OPlumbing I `9 Vent "K11 11 GFCI OUTLET OLR A,R O If ON CIRCUIT L-36 ® GFCI OUTLET � ©® Combined OLN ON CIRCUIT L-36 ® Plumbing Drain n n B "CD° Vent L B B O ® 9 ,EDrain Area ® ® lumbing ® 1739 SF Vent "C" 'B O `B !l1111 O GFCI OUTLET LRO1H ON CIRCUI L-36 / Plumbing ® � LB a Plumbing Vent "G" LB Ls Plumbin GFCI OUTLET Vent "C" Roof Drain Area Vent "C" ON CIRCUIT L-36 LB LB 1��� ELECTRICAL ACU DISCONNECT 554 SF SEE UNIT CIRCIOU ET U T L 36 PANEL FOR CI RCUI7 INFO LB a ® Plumbing AND WIRE SIZING. — Combine Vent "" (TYPICAL) BDrai f� Co�rnbined Roof Drain Area "CD LE LB Drain 1107 SF "CD" 14 TREADS @II"plurribi / Vent "D" 04 _ _ _ _ _ Vent "D" I I I I Drain 1 I —ELEV TOR— I WARNING Roof Drain / MECHANICAL ROOM WARNING LIGHT "RD" Floor Dr (SEE ELEV. FG. SPECS) ON CIRCUIT L-36 loor Drain n F n r F- 11 7D11 I II II I I II II I I II II Roof Area @ 100% _ _ _ ___ 1 q, 303 Sq, Ft, Parapet Area @ 50%------------------- 2,144 Sq, Ft. Total Area -------------------------- 211447 Sq, Ft. 21,447 Sq, Ft. Divided by 14 drains = I, 532 sq, Ft./drain Noximum roof area served by any drain = 1,544 Sq, Ft, 1, 844 sq, Ft. X4.5/4 =2, 075 Sq, Ft. From Table P1106.3 (FPC 2001)1 a 311(P drain@ 1/8" per ft. Slope is good for 2,200 Sq, Ft., which is more than 125 Sq, Ft., therefore the 3" drain is o.k. with a 4"0 vertical leader. Overflow Scupper Sizing_ Secondary (emergency) roof drain systems is sized in accordance with Section PIING based on the rainfall rate from which the primary system is sized but with the sizing adjusted by dividing the values for horizontally projected roof area in table p110G.2, table p1106.3 and table p110G.G by two. The horizontally projected roof area for the secondary (emergency) roof drain systems is 21,447 Sq, Ft. / 2 = 10,723 sq, Ft. The minimum cross -sectional area of an overflow scupper shall be three times the cross -sectional area of the primary roof drain (7.1 sq, in for a 3" (P Drain. X 14= 99.4 sq, In.) And the scupper shall have a minimum opening dimension of 4 inches. The minimum scupper size is 1211x GI'. Roof inq r1aterial : Roofing system shall be a formed in place combination insulation and hard surface material as selected by the owner with a minimum 11R" value of lq. Install all flashing and curbing per manufacturer's typical standard details. Parapet coping shall be minimum 24 Go. Pre -finished aluminum in color as selected by owner. 1x®®f Plan ROOF DRAIN Seale: 1/8" = 1'-0" 3° 3' INLINE OFFSET (2)1/8 BENDS (I)I/4 BEND 3" INLINE OFFSET (2)1/8 BENDS (1)1/4 BEND INLINE OFFSET (2)1/8 BENDS (1)1/4 BEND � 3' INLINE OFFSET (2)1/8 BENDS (1)1/4 BEND INLINE OFFSET (2)1/8 BENDS (1)1/4 BEND 3" INLINE OFFSET (2)I/8 BENDS (I)I/4 BEND 4' ROOF DRAIN TYPICAL RD Not to Scale STRAINER TAPER FOAM TO DRAIN CLAMPING RING V-CUT FOAM AT CLAMPING RING AND SET RING IN SEALANT PRIMER T CONC, SLAB DECK CLAMP 15.1 ROOF DRAIN _ Not to Scale PRIME COATING 5Y' i1w1 V"I M 15.3 EQUIPMENT MOUNT Not to Scale AM 4'.12' I Roof Drain Area 1763 5F Roof Drain \ "RD" Plumbing GFCI OUTLET Vent "K" c ® � L" ® 41 ON CIRCUIT L-36 ® GFCI OUTLETS ® L" LB ON CIRCUIT L-36 JU El n Plumbing OLB LB / \ (9 t � f Vent npn A A LB LB L9 GFCI OUTLET � GFC OUTLET a ' LB ON CIRCUIT L-36 Plumbing ON CIRCUI L-36 a 1 Combined A� Vent "L" A „GD11 bined Plum Ing B 43 r in Ve nBn`` e n n Plumbin LB Roof Drain Area Vent "D" 1455' 5F Fl Drain Roof Drain Area "FD" 1348 SF /nt"Lll � �— Plumbing Vent "D Plumbs g Vent — oof Drain nRDn 4'-011, 17'-4" tf�ll HEAVY FLASH PT BL, WD CA WD BL if ELEVATOR MECHANICAL (SEE ELEV. MFG. ROOM 5PEC5� C V N p WN -I v m — r, .125A2 SLLPE 7 Roof Drain Area 906 5F 41.12• SCUPPER, Plumbing Vent "B" NOTE LOCATE HALF OF ACU ON ROOF WITH THE REMAINING TO BE LOCATED AT GROUND LEVEL. LEGEND: 411xIV SCUPPER SLOPE 1/5" PER 12" TO DRAIN ROOF TOP ACU WITH DISCONNECT LH No. Revision/Issue J REVISED PER ST. LUCIE COUNTY BUILDING DEPT- JULY 6,2004 P ,� • IW�►w'" architect, Q.a. JI(i11HbIR�[� 11 A., %ft bM o,opd re� P," ems Oceanique Building A Highway A1A St. Lucie County, Florida MF-601 s o�oe Rev. J 7/6/04 A— 18" 42" M I N z N LO ASSUMPTIONS: I. ACCESSIBLE WATER CLOSET DEPTH 15 30 INCHES AND IT IS FLOOR MOUNTED. 2. TOILET STALL DOOR SWINGS OUT AND IS SEL7 DOOR CAN BE HINGED ON EITHER SIDE. 3. TOILET STALL DOOR WIDTH TO BE A MINIMUM OF 32 INCHES. 4. ACCESSIBILITY TO TOILET STALL DOOR IS IN COMPLIANCE WITH ADA GUIDELINES. 5. TOILET ACCESSORIES TO BE PROVIDED. E> TOILETS NOT IN A STALL SHA[._I_ BF ARRANGED PER FIG.26 FAG TYP. ACCESSIBLE TOILET STALL 11 PULL SIDE �=-�— DIRECTION OF TRAVEL TYP_ 24" PREFERRED X PUSH SIDE z FT � o iry I i n 17"-IG" 6 S_ -�I gm I I6u� mini.. min. SPOUT HEIGHT t KNEE CLEARANCE C FREE STANDING FOUNTAIN OR COOLER 4,15.1 MINIMUM NUMBER. DRINKING FOUNTAINS OR COOLERS REQUIRED TO BE ACCESSIBLE 13Y 4:1 SHALL COMPLY WITH 4.15. 4.15.2 SPOUT HEIGHT. SPOUT SHALL BE NO HIGHER THAN 36 INCH (cI15 mm) MEASURED FROM THE FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET SEE FIG. 27. 4.15.3 SPOUT LOCATION. THE 5POUT5 OF DRINKING FOUNTAINS AND WATER COOLERS SHALL BE AT THE FRONT OF THE UNIT AND SHALL DIRECT THE WATER FLOW IN A TRAJEC- TORY THAT 15 PARALLEL OR NEARLY PARALLEL TO THE FRONT OF THE UNIT. THE SPOUT SHALL PRO- VIDE A FLOW OF WATER AT LEAST 4 IN (IOOmm) HIGH 50 AS TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. ON ANY ACCESSIBLE DRIINKING FOUNTAIN WITH A ROUND OR OVAL BOWL, THE SPOUT MUST BE POSITIONED 50 THE FLOW OF WATER 15 WITHIN 3 IN (75mm) OF THE FRONT EDGE OF THE FOUNTAIN. 11 24v --I I min. I-- NOTE=AIN. man) 1F DOORS WAS - HAS BOTHH A A CLOSER AND LATCH. O o m "A" FRONT APPROACHES - SWINGING DOORS PULL SIDE 54" MIP.USH SIDE 1370 B GL_EAR FLOOR SPr X N NOTE:X=36 IN. (q15 mm) MINIMUM IF NOTE:Y=48 IN. (1220 man) IF DOORS Y-60 IN. (1525 mm); X=42 IN. HAS BOTH A CL05ER AND LATCH. (1065 man) MINIMUM IF Y=54 IN. (1065 mm) MINIMUM IF Y=54 IN. "B11 HINGE SIDE APPROACHES — SWINGING DOORS PULL SIDE24" MIN. 24" MIN. PUSH SIDE: x rx Z NOTE:Y=54 IN. (1370 mm) IF DOOR NOTE:Y=45 IN. (1220 mm) IF DOOR HA5 CLOSER. HAS CLOSER. "C" LATCH SIDE APPROACHES — SWINGING DOORS NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCE FOR FRONT APPROACHES. TYP. DOOR CLEARANCE D BUILT—IN SCE WALL FOUNTAIN OR COOLER 4.15.4 CONTROLS. CONTROLS SHALL COMPLY WITH 4.25.4. UNIT CONTROLS SHALL BE FRONT MOUNTED OR 51DE MOUNTED NEAR THE FRONT EDGE. 4.15.5 CLEARANCES. (1) WALL AND POST -MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOM OF THE APRON AND THE FLOOR OR GROUND AT LEAST 27 IN (685 mm) HIGH, 30 IN (760 mm) WIDE: AND 17 TO Iq IN (430 man TO 455 mm) DEEP (SEE FIG. 27(a) AND (b). SUCH UNITS SHALL ALSO HAVE A MINIMUM CLEAR FLOOR SPACE 30 IN BY 48 IN (760 mm BY 1220 mm) TO ALLOW A PERSON IN A WHEELCHAIR TO AP- PROACH T1.1E UNIT FACING FORWARD.. (2) FREE-STANDING OR BUILT-IN UNITS NOT HAVING A CLEAR SPACE UNDER THEM SHALL HAVE A CLEAR FLOOR: SPACE AT LEAST 30 IN BY 48 IN (7q0 man BY 1220 mm) THAT ALLOWS A PERSON IN A WHEELCHAIIR TO MAKE A PARALLEL APPROACH TO THE UNIT (SEE FIG. 27(c) AND (d). THI5 CLEAR FLOOR SPACE SHALL COMPLY WITH 4.2.4. FIG. 27 — DRINKING FOUNTAINS 0 TAND OR p FLUSH TYPE r� TIT RPOI 0 O I:_6nSPL4S' WA TO WAL a O I LO ®- O O O N P.T. FEM. DRYER FEM. T.P. WATER URINAL Q p ASH ROBE TOWEL LAVATORY NAPKIN NAPKIN NAPKIN CLOSET U W.C. HOOK BAR H/C ONLY W/WASTE DISPENS. DISPOS. NOTE: O 1. ALL DIMENSIONS AE ABOVE FINISHED FLOOR (AFF). 2. ALL TOILET PARTITIONS ARE FLOOR MOUNTED. BOTTOMS OF PARTITIONS AND DOORS TO BE @ 1'-0" AFF, AND TOPS OF DOORS AND SIDES OR BE @ V-10" AFF. 3. GRAB BARS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2"41. A. PROVIDE 1 1/2" OF CLEARANCE BETWEEN THE RAIL AND THE WALL. 5. GRAB BARS SHALL BE ABLE TO SUPPORT NOT LESS THAN 3501b. MIN. 6. GRAB BARS SHALL BE AT LEAST 36" LONG AND SHALL BE CENTERED AT THE LEADING EDGE OF THE WATER CLOSET. PROVIDE BLOCKING AT GRAB BARS FOR ADDITIONAL SUPPORT. 7. THE SHOWER SPRAY UNIT SHALL BE PROVIDED WITH A HOSE AT LEAST 60" LONG THAT CAN BE USED AS A FIXED SHOWER HEAD OR AS A HAND HELD SHOWER IF AN ADJUSTABLE -HEIGHT SHOWER HEAD MOUNTED ON A VERTICAL BAR 15 USED. THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USED OF THE GRAB BARS. 5. TILT MIRROR AT H/C TOILET AREA ONLY. HANDICAP DESIGN CRITERIA Z Z_ Z z _ N N KNEE CLEARANCE G LEARARNCE FL. 17" MI kK Wrap all sources of burns and/or abrasions in accordance to Section Il 4.19 of the FBC. F.F. TOE SPACE 8" 6" LAVATORY CLEARANCES 6" MAX. C. TILE F---C.B. GRAB SA TOGGLE (L BOLTS a "BOBRICK" #2521 MOUNTING KIT 400 Ib LOAD m MACHINE SCREWS W/TOGGLE NUTS I/4"-20X3 1/2"(8Rmm) TYPE 304 W/5TAINLES5 STEEL MACHINE SCREW W/PLATED STEEL TOGGLE NUTS. 2u MIN.----- - — 1 If a SIDE WALL MOUNTED BACK WALL MOUNTED \ "BOBRICK" #2522 MOUNTING KIT 400 Ib LOAD m MACHINE SCREWS W/EXPAN510N SHIELDS I/Wx20"x2" (51MM) TYPE 304 W/STAINLESS STEEL MAG14INE SCREW W/metal EXPANSIONS SHIELD. TYP. GRAB BAR ELEVATIONS MOUNTING ON CONC. BLOCK WALL FINISH WOOD STUDS 12 GA. X 3" STEEL PL. "BOBRICK" 256 SERIES ANC. PLATE. ANG.W/ 2-114"X2" LAG BOLTS @ WACH STUD .---� S.M. SCREWS '�"-GRAB BAR ` (LENGTH VARIES) ti S.M. SCREWS 11BOBRICK" #252 MOUNTING KIT 400 Ib LOAD WALL FINISH METAL STUDS--\ 12 GA. X 3" STEEL PL. v I = NC. PLATE. 256 SERIES O//I .� ANC. PLATE. WELD OR SELF -THREADING SCREWS TO STUDS. S.M. .o ~ GRAB BAR ` (LENGTH VARIES) S.M. SCREWS "BOBRICK" #252 MOUNTING KIT 400 1b LOAD S.M. SCREWS = NO. 14 X 2 1/4" (64mm) TYPE 304 STAINLESS STEEL SHEET METAL SCREWS (TYP.). MOUNTING ON WOOD STUDS MOUNTING ON METAL STUDS TYP. GRAB BAR MOUNTING DETs4AcS NOTE: THIS SHEET IS PROVIDED TO GIVE GUIDANCE ONLY. SOME DEPICTIONS CONTAINED HEREIN MAY NOT APPLY TO THIS SPECIFIC PROJECT. Handicap Details Aim Waneof architect, PA cm ir ft3ed Mm Wfft= Oceanique Building A Highway A1A St. Lucie County, Florida 14, MF601 }I�' oaVs A� JL 6/3/03 M AIR INTAKE LGUVM METER ROOM 09 TRASH AREA STuAIIR FAN 5 700 CFM CfiNTINUOUS ILA RASH HUT :::: �','.•'.� '.%:'f'Li HVAC GENERAL NOTES: I. Contractor shall provide all tabor, materials, tools, egpipment, and devices necessary to provide a complete and operational system in accordance with the intent of the contract drawings and specifications. Fully test, balance, clean, and leave systems in a complete and operational status. 2. All work shall be In strict accordance with Florda Standard Mechanical, Plumbing Fire Protection, NFPA, ASHREA, end all other local codes and stan9ards. 3. Contents of drawings and/or specifications are in no way intended to be a direction to perform or provide work In violation of the applicable codes. 4. These drawings are diagrammatic only and do not show all offsets, bends, elbows, or other specific elements that may be required for proper installation of the work. Contractor shall provide all transitions, turning vanes, elbows, fittings, etc. as reopiired to allow smooth flow. All split duct fittings shall transition to full size of the sum of both branches upstream of the split. 5. Contractor shall provide transitions at all duct profile changes. 6. Verify existing conditions in field and .coordinate with all trades, Including but not limited to architectural, structural, lighting, power systems, plumbing, fire protection, and other existing or new work. 7. All work shall be coordinated with all trades involved. Contractor shalt field coordinate ail possible obstructions to ductwork and piping prior to fabrication. Offsets in ducts and piping (including divided ducts) and transitions around obstructions shall be provided. S. Except where indicated in dimensional detail, the locations of plumbing, mechanical, equipment, ducts, piping and fittings are approximate only. Contractor shall coordinate exact locations with other trades. q. Contractor shall coordinate diffuser, grille, and register locations with architectural reflected ceiling plans and egpipment of all trades. 10. Contractor shall provide dampers for each take -off and as shown. Dampers for rectangular ducts shall be parallel blade. Contractor shall provide additional dampers as required for balancing. 11. All duct sizes shown are inside clear dimensions. 12. Dampers and insides of ducts visible through grilles, registers, and diffusers shall be painted black. 13. Contractor shall provide flex connections between ducts and each air handler unit. 14. Contractor shall provide i-inch diameter schedule 40 PVC condensate drain with a trap for each air handier unit. 15. Condensate drains from all mechanical eqpipment shall be coordinated for proper drainage. 16. Locate thermostats 48" above finished floor, unless otherwise noted. 17. Water piping shall not be routed above any electrical or telephone panels. 18. Contractor shall provide all supplementary steel and foundations for supports and bracing of all HVAC duct, piping, and ecpipment. Exterior steel shall be hot dipped galvanized. Iq. All egpipment and ductwork shall be supported to provide.. a .vibration free, rigid installation. 20. Contractor shall assure that surrounding utilities, walls, floors, and ceilings are protected from damage during construction. The contractor shall bear all expenses for repair or replacement of utilities or other property damaged during construction. The contractor shall provide concrete and other materials for wall and ceiling repair and other general work as required for proper installation of the plumbing systems. All repairs shall match existing. 21. All materials and equipment shall be new, shall be UL listed where applicable, and installed in accordance with manufacturers recommendations with adequate maintenance clearances. Installation of egpipment shall not interfere with required working clearances. 22. Manufacturers indicated on contract drawing are to establish type, quality, size, and configuration. Equal approved eciuipment will be considered acceptable. 23. Contractor shall provide and keep on up-to-date, complete set of record drawings, and shall indicate all changes from the original specification and drawings. 24. Access panels In ductwork and ceilings shall be provided where required for operation, balancing, and maintenance of all mechanical egpipment. 25. Contractor shall provide dielectric unions at all dissimilar metal piping connections. AIR CONDITIONING UNITS: I. Split systems shall include matched components by the same manufacturer. Air handier shot) include multi -speed fan motor control, or adjustable belt drive. Provide return air plenum base, filter rack and I" disposable filters. Mount condensing unit on concrete slab on grade (location provided in drawing). 2. Refrigerant piping and accessories shall be installed in accordance with best practices of the trade and in strict accordance with the air conditioning egpipment manufacturers recommendations. 3. Piping shall be type L hard drawn, pre -cleaned and seated ACR refrigerant tubing with wrought copper pre -cleaned refrigerant fittings. All Joints shall be brazed. Proper consideration shall be given to expansion and contraction, and flexible pipe connections shall be provided at compressors. 4. Piping shall be pressure tested, flushed and evacuated before charging. 5. Suction refrigerant piping and fittings shall be insulated with 1/2" J.M. aerotube 11 elastomeric closed cell insulation with all joints sealed, 6. All piping shall be run in a neat and orderly manner and shall be properly supported. I I LOBBY 7. All units shall be fitted with accessories to permit cooling operation at A7 F outdoor air temperature, and a time delay to prevent short cycling. 8. Thermostat shall be mounted no more than 45" above finished floor. q. Mechanical system supply and return air shall, include automatic shutdown device per Florida Building Mechanical Code (latest revision), Section 406 where required. 10. Air conditioning systems shall include a minimum am (1) year warranty from date bf . acceptance and an additional four (4) year extended warranty on the compressor. 11. Elevator Mechanical room shall be air conditioned DUCTWORK: . 1. Provide ductwork, grille boxes, plenum chambers, dampers and all auxiliary work of any kind necessary to make the various ventilating and air conditioning systems complete and ready for proper operation. 2. Air conditioning supply and return air ductwork shall be fabricated of i ?" fiberglass duct board with foil facing. P fiberglass duct board may be used if located within the air conditioned space. Round fiberglass duct shall be made with UL class i insulated flexible duct. All Joints shall be secured with approved bands. 3. Outdoor air intakes, kitchen and toilet exhaust anti similar ductwork shall be fabricated of galvanized sheet metal. 4. The system shall comply with NFPA q0-A and 90-5 for class 1 air duct. All work shall be fabricated,. supported and installed in strict accordancewith the manufacturers, ASHRAE and SMACNA recommendations. 5. Starting collars, branch take off fittings and other duct. fittings due to the shaPe or configuration which cannot be fabricated satisfactortisfactoity with.g glass fc"lass fch cannolbe:r duct material shall be fabricated with galvanized steel or aluminum alloy sheets, as heretofore specified,, then covered with the glass fiber duct material to provide thermal insulation and vapor seat. 6. Galvanized metal ductwork shall be fabricated of gauges not less than recommended by ASNRAE and SMACNA standards. Reinforcing angles, supports and hangers shall also be galvanized. The system shall comply with NFPA 90-A and q0-5 for class I air duct. 7. Duct hangers shall be rods or straps adequately spaced to provide proper support of ducts In accordance with A5HRAE and SMACNA standards. All hangers shall be vertical and at right angles to ductwork and structure. 8. Changes in directions shall be shaped to permit the easiest possible air flow, using full sized bends wherever possible. Double waited manufactured air turns shall be used on all ductwork sgiore turns. q. Adjustable turning vanes shalt be used at all right; angles. Supply branch connections shalt be made at 45 degrees to main duct. 10. Volume dampers shall be furnished end installed as shown or required for proper balancing of the systems. Damper operators shall be fitted with approved operating and locking device mounted outside the duct in an accessible location. PERFORMANCE TESTS: 1. Test, adjust, balance and correct ail parts and all systems to make them fully operational. All tests and reports shalt be in accordance with AABC standards. 2. Adjust air quantities to within 10% of design requirements. 3. Adjust fan sheaves as required to balance air systems. If adjustments cannot be made within the limits of the sheaves, then provide new sheaves and belts. 4. Operate all systems for, as tong as required for complete testing and balancing. S. Any portion of the systems shall be rebalanced, as required by field conditions for a period of one (1) year after acceptance. 6. Submit copy of test data and the following to owner for approval: a. Fan RPM b.. Motor current c. Fan CFM and speed d. Return air and outside air CFM e. Entering air and supply air temperatures (dry bulb) f. CFM per grille, register or diffuser is Soecs: 3 Ton "Lennox" A/C unit or eWal w/10 Y.W. Neat Strips Model # LCA03ro EER-10.0 3.6 Ton "Lennox" A/C unit or equal w/10 K.W. Heat Strips Model # LCA042 EER-10.0 a 42. 5 700 CFM CdNTINUOUS STORAGE AREA TRASH AREA STAIR Ground Floor HVAcC OUTLET SIDE VIEW STAIR PRESSURE FAN ",T.9. 4, ISOMETRIC VIEW SIDE VIEW IDS OTY W (in.) tl (in,) rMDE TIONS30.001 1 1 AXLE BEARINGS ACETAL W/ SS BALL START OPEN PR. (in. WC): 0.05 JAMB SEAL MAT.: EPDM DAMPER MM = V-0" Ground Floor aH VAC Layout rO ceanique Building A Highway A1A St Lucie County, Florida [I- sna; mF-601 v� �/3/03 dv Cv C) > LLA Ui Rt�'�, l I = WD, I OWS) Scale: 1/4" = 1'-0" nOceanique Building A Highway AlA St Lucie County, Florida aka sea MF-601 Rev. E Grte 8 /03 M-2 /5/0 MASTER BEDROOM BALCONY FAN I LY ROOM MASTER BEDROOM f BALCONY CFI i <— I (FOYER NMI �►!� ,. i►®�®is ME \ .moo DINING ROOM ® C10 FN ® K PANTRY CFM \T/ ONE E+- B FOYER AW 30M v STUDY Units B and C HVAC Plans Scale:1/4" = P-0" #2 A/C Units Soecs Unit B '$ C: 3.5 Ton "Lennox" A/C unit or equal w/8 K.N. Heat Strips EER-10.0 (Min.) Note:, Locate Condensing -Unites for Floors _ 2 thru ( on ground. Locate Condensing Unites for Floors 7 thru 13 on Roof. Ruled Naves mtl Oceanique Building A Highway A1A St Lucie County, Florida MF-601 Rev. E avc M e 8/5/03 HIGH LOW u iu kf 111 1If.®*1 ao II 1=�-ri Irr)Y II BEDROOI" I #3 -ONE 14IGFN ONE LOW vF r,._v.,+; xl»c iy..r-'a_ >n x ._ .. w ✓,r .::: r L :"p k3 1 i e„< ';:l '`'s^'t Y ''k ^`S.m d `�.-G7 S '.. MA; ... ,�, v� �� ii w I) I. I I i. I.. �� �. i � •\1. �I•, , ��I I I Scale:1/4" = IWI 1.: 0 # I I x> � I Lt1 Z �OIJTA RIDE ExNAUST A/C Units Specs: Unit D: 3.5 Ton "Lennox" A/C unit or equal w/81 K.W. Neat Strips EER-10.0 (Min.) ) Units [VAC Plena architect, .a. 00 v�ka nme menaa,� Oceanique Building A Highway AlA St. Lucie County, Florida SrOP2 M �^C -60G1 Rev. F 5 03 Im Unit )E HVAC Plan Sca1e:1/4" = V-0" A/C Units Soecs: Unit E: 4 Ton "Lennox" A/C unit or equal w/B K.W. beat Strips EER-10.0 (Min.) Unit 1E HVAC Plan Oceanique Building A Highway A1A St Lucie County, Florida ■ TO TO SEWER TO RETENT( rME FAN c5dN7pwuous 5 700 GEM CdNTINUOUS 8„0 4"08„m 4 ..4 r 4 0 4"0 \ 8"0 g"0 6r,0 / R—RW—RW—R—R—RW�R—RWR—RW—R—RW—R—RW--f -( RW RW—RP—F — IRK—RW R—R RW—R—R—R R—R——R—R—RW--R—R—R �I——RW—R—RW—R—RH'—RW—RW—R—RW—R—RW—R—RH—RW—'•R�-RW N � I SS NM44"0 J I N N 10"0 8/'0 SRW e�s RW S I1I SS RW 8 v 8\"0 � N b I 3 4 N f3�Ss�iEI HATER AHLI 4"0 C_0. 4 0 SS RW SS RN S RW — —g RW RW SS SS 8.0 (J) IN �6 1,1m! ,1111m NORTH ENTRANCE N N N C.0_ RWSS PINS— N N I O � 4"0 rc ) N N LOBBY Ground Floor Plumbin, Scale: 1/8" = I)"®n 8"0 RW RW SRW 4110-4 , N I UN U14..0 4"0 40 C.O. S 5S S SS SS � SS SS — RW -07 RN RW RW 4"0 SOUTH ENTRANCE 6"0 8 "0 — RW SS 4"0 /1 UN N STAIR 132 STO AE AREA TRASH AREA PLUMBING LEGEND --»-»-»-x--{ SANITARY WASTE PIPING ! ST --' STORM PIPING BELOW FL. t--�'-109-A —7 RAINWATER PIPING OF—j`---7 SECONDARY OVERFLOI PIPING VENT PIPING (V) --r !• COND CONDENSATE DRAIN PIPING i COD WATER PIPING (OW) -N ! NOT WATER PIPING (NW) R TEE (PLAN, UP, DOWN) ELBOW (10, AY) -b -� ELBOW (UP, p") 4ATE VALVE (4V) ------------ GLOBE VALVE CHECK VALVE (CV) ! N---- STRAINER! (STE) VALVE IN VERTICAL RUN UNION, SCREWED (UN) CAP ON END OF PIPE 7 i�l BALL VALVE t;I----( LUBRICATED PLUG VALVE !-f(I-----{ BUTTERFLY VALVE of VT -T-/R- FUtM CLEANO)T (FCC) I k i a -+— WALL CLEANOUT (HCO) VENT TNRU ROOF (VTR) FLOOR DRAIN (FD) NO DRAIN (HD) J EGG -- 4" ' 0 )ltlllnd Floor Bing Layout LSt s and eanique Building A Highway A1A . Lucie County, Florida PmJe2 51gr MF-601 Rev. E 8/5/03 Rear Balcony 360 SF ��3411'—b' x 3V —50 1 Plumbin Vent "K' Unit A 2973 5F tese W. A-10 f> Ve Pion) Roof Drain RD -JII F umbl Vent " cpI® Plumbing Vent I'D" Plumbing Vent "L" Plumbing-- Vent "B" Roof Drain �I "RD" I€ Balcony 205 SF 32'-4'x8'-0' RRoof Drain Unit B Ii 2556 5F IkkkC (Beo sneer A-w fe, v4' Plm) a ISE Plumbing Vent "K" O Combined Drain NCDN ,, T Roof Drain71 RD' I — Flo r Drain p Plumbing Plumbing Vent "L" Vent non ' Plumbing Plumbing Vent "L" Vent "B" (a\ Q ELEVUAI TOR nil _.---_ Balcony 167 SF Unit C 2329 5F 18m Snort A-w w ve P ) Plumbing Vent "K" ,N Plumbing Vent "C" Ih1 Ij V Plumbing zT BL, -/ Vent "D" - Roof "RD" Floor Drain NFDN Roof Drain lip Plumbing Vent "B" Combined Drain IICDIl IIh Plumbing Vent "C" ( ti Balcony 0i SF Roof Drain Unit D 2024 5F (Bee $M A-w for V4' Plm) Plumbing Vent "K" Drain "CDH Plumbing a Vent "C" "L III Combined Drain NCD" ical :IFl®®m ]Plumy bi nLr Plan Scale: 1/8" = P-0" PLUMBING ABBREVIATIONS LEGEND AFF ABOVE FINISHED FLOOR B.F.F. BELOW FINISHED FLOOR B.F.G. BELOW FINISHED GRADE RW RAINWATER OF OVERFLOW CO CLEANOUT (ON PIPE STACK) ST STORM DN DOWN I.E. INVERT ELEVATION RD ROOF DRAIN FD FLOOR DRAIN HO HUB DRAIN FS FLOOR SINK SAN SANITARY S.S. STAINLESS STEEL TYP TYPICAL VrR VENT THRU ROOF W/ WITH FL FLOOR V VENT WC WATER CLOSET UR URINAL LAV LAVATORY SK SINK JAN JANITOR SINK EWC ELECTRIC WATER COOLER SH SHOWER H HELP VAC VACUUM 02 OXYGEN N20 NITROUS OXIDE EWC ELECTRIC WATER COOLER SH SHOWER H HELP Balcony 187 SF 2q'-8' x W-0' Roofof Drain "RD" Unit C (Mirrored) 2337 5F (Bev B t A-10 for V4' PI») Plumbing Vent "K" O L+L > P m t -n Plumbing J Vent "C" Vent " MR �C \. Floor Drain "FDII ���---rrrrrrrrr��, Balcony 205 5F BT-40x B'-0' L EMMMR?a�_ Unit B (Mirrored) 2542 5F (Bee 8 t A-w for vs' Pb ) p Plumbing I 0 Vent "K" p e� �-. Plumbing Vent "L" NOCIESS Combined Plumbing Drain nGOVent "B" &Q\ � n 1 �" Floor Drain FD11 r W1I lull lid p. Vent "L' Plumbing Vent I'D" Plumbing Plumbing Vent "B' Went "L" 13 Roof i% ,IpDN PLUMBING LEGEND SANITARY WASTE PIPING STORM PP1NG BELCH FL. i RW RA"BHTER I1451.1LATED NNNG OF SEOLWDARr OVMLCW PIPING VENT PIPING (V) ? 1--COND---i CONDENSATE DRAIN PIPING - COLD HATER PIPING (CH) i NOT WATER PIPING (M) 4r 40+ +9F TEE (PLAN, UP, DOHN) r x— ELBOH (9O', 4Y) -f0 -+9 ELBON (UP, DOai) GATE VALVE (GV) >0 ------------ GLOBE VALVE 7pea ------------ 4 r, CHECK VALVE (CV) , i. ! STRAINER (STR) VALVE IN VERTICAL RUN UNION, WRI34ED (UN) CAP ON BID OF PIPE BALL VALVE LUBRICATED PLUG VALVE BUTTERFLY VALVE FLOOR CLEANOIT (FCO) lnl HALL CLEANOIT (WOO) n—i- -1--�--�'f veNr rww RooF (VTR) FLOOR DRAIN (FP) CX-1'-- HUB vmil (HD) - 0 - Rear Balcon 38Ai SP 46'-00x33'-4' 6 Cz9 �� LI ?U �) Unit E 2736 5F Bev Bhvet A-w for �,• r P1m) Roof Drain ! ' PRDR I Plumbing Vent "K" I B � / _-Combined" r Plumbing Drain' Vent 11 D11 `CDR* OV REF PANrRr O( 9 6 nbing t n _.% Plumbing Vent .h tIsle r3a_ I - n__ 5rAIR — "2 PLUMBING NOTES ' I. PRIOR TO ORDERING OR FABRICATING ANY NEW EQUIPMENT THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES AND REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT. 2. ALL PIPE SIZES ARE NOT SHOWN ON PLANS. REFER TO RISER DIAGRAMS FOR COMPLETE PIPE SIZING AND CONFIGURATION. 3. VERIFY ALL ROUGH -IN SIZES AND LOCATIONS FROM MANUFACTURER'S CUT SHEETS BEFORE INSTALLATION. 4. ALL PIPING AND EQUIPMENT 5NALL BE COORDINATED WITH MECHANICAL, ELECTRICAL, STRUCTURAL AND GENERAL CONTRACTORS BEFORE INSTALLATION. 5. OFFSET VENTS THROUGH ROOF A$ REQUIRED TO MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL D15TANCE FROM OUTSIDE AIR INTAKES. REFER TO MECHANICAL DRAWINGS FOR COORDINATION. b. PROVIDE ALL PLUMBING ROUGH -IN AND FINAL CONNECTIONS, INCLUDING ANY INTER- CONNECTING PIPING REQUIRED. MOUNT ALL FAUCETS, ETC. AND PROVIDE ANY TRAPS, VALVES, FITTINGS, VACUUM BREAKERS, BACKFLOW PREVENTERS, PRE55URE GAUGES, TEMPERATURE GAUGES OR PRE55URE REGULATORS NECESSARY FOR A COMPLETE PLUMBING INSTALLATION WHICH MEETS CODE. 7. PROVIDE ALL FLOOR DRAINS WITH DEEP SEAL TRAPS. 8. PROVIDE ALL VENTS AND OVERFLOW DRAINS WITH EFFECTIVE RODENT SCREENS- 9. FLOOR DRAINS AND CLEANOUTS SHALL NOT BE LOCATED NEAR DOORS OR IN LINE WITH PATHWAYS OF DOORS AND HEAVY TRAFFIC AREAS. 10. SHOP DRAWINGS: SUBMIT TO THE ARCHITECT FOR APPROVAL, BEFORE COMMENCING WORK, 5140P DRAWINGS FOR ALL MATERIALS AND EQUIPMENT TO BE PROVIDED UNDER THIS CONTRACT. THE FOLLOWING APPLIES TO THE SHOP DRAWINGS: A. DE51GN 15 BASED ON MANUFACTURER NAMED DRAWINGS OR IN SPECIFICATIONS. SHOP DRAWING5 SHALL INDICATE EXCEPTIONS TO OR DEVIATIONS FROM THE DESIGN BASIS. B. EQUIPMENT 15 GENERALLY SELECTED AT MIDRANGE CAPACITY TO PROVIDE FLEXIBILITY FOR CHANGES. SELECTIONS AT FULL MAXIMUM OR MINIMUM CAPACITY WILL NOT BE ACCEPTED. IL SECURE EQUIPMENT TO SUPPORTS PER LOCAL CODE AUTHORITY. PROVIDE SEISMIC BRACING PER LOCAL CODE AUTHORITY. PLUMBING SUBCONTRACTOR SHALL PROVIDE SHOP DRAWINGS INDICATING METHODS INTENDED. 12. OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE SEWAGE TREATMENT PROVIDER REGARDING THE LIQUID WASTE ENTERING THE PROVIDER'S SYSTEM. 13. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC PLENUM SPACES 514ALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. 14. WATER HEATERS 514ALL BE INSTALLED WITH DRAIN PANS UNDER HEATERS. ROUTE DRAINS TO NEAREST FLOOR DRAIN OR TO GRADE OUTDOORS. 15. PROVIDE ISOLATION VALVES AT TAKEOFF FROM MAIN, AT ALL EQUIPMENT CONNECTIONS, AND WHERE SHOWN ON DRAWINGS OR REQUIRED BY LOCAL AUTHORITIES. PROVIDE A UNION AT EACH THREADED VALVE OR CONNECTION. 16. THE PLUMBING CONTRACTOR 514ALL FURNISH "AS -BUILT' DRAWINGS INDICATING ACTUAL INSTALLATION FEATURES, EQUIPMENT LOCATIONS, PIPE ROOTING5 AND OFFSETS TO THE ARCHITECT PRIOR TO FINAL ACCEPTANCE OF THE PLUMBING INSTALLATION. Plu'h&ling Phan " Typical f®m IFl®®m5 2 through 5 ta. Rm Nmic ens AEfee� architect, i a. adAvwL.YeW0 PPmnNn9 t@brded9� flo�ttt Nave ad ltlOeB Oceanique Building A Highway A1A St. Lucie County, Florida MF-601 s�eee Rev. E uxn P-2 /5/d3 ■ r� ! r� ■ r� r16 F ETA rd t � Gy q� 3• _ .. 'Av �` sgTM 4" 9" AV 'ATM q< N IA- , 4" 9" 4" 4" 4" 4" 9" A+ A" ' Ar IAr A+ A A A" AFRA T0R FI� I qE� T °R FI�I ANAT oR FITTI AFRq T0R FI� I A T0R FI� I A<A T0R FI �II ANATOR FI �4 AN T0R FI Tl'p ANA T0R FI �II AERATE FI �u A i i 13{ LAy ; 7�P ff FI 4" E�TOR P Ar -1 V Ty, q, E�,TOR FI�I�G P A+ wy fyp A" 'qb y fI�I �G 4" ',OR P A" qy fyP PI 4"-1) r TOR A+ �y ,�{P FIf"I 4" 1op g A" wy fyp 4 r FI7TII�G At LAy P ff10 � FI 4" RpTOR PE A+ r r �Ay FRAToR A wy �P y r L y W� Its' ER Pli( a- w A+ + P�tz FAR 5, 3 Z" FAR LAy A &� PAR �y ry O� �ro� � ,ER r Epe�o� r EP �o� w� r 1 rI�I roR r LAy �+ Ar D Ar D �,aTo for— A+ pF% DER 4' pEl i �TM 4p Ar 5110 A+ r y,� •` �+ 3' PRESSURE �3" 3" PRESSURE \'y" z"� ��� 3r 3' PRE55URE I� r� �` RELIEF LINE ` RELIEF LINE + ` RELIEF LINE 72 FU 60 �� RELIEFLINE60 f'� b' Ist FLR Ist FLR Ist FLR Ist FLR SOVENT WASTE STACK SOVENT WASTE STACK SOVENT WASTE STACK SOVENT WASTE STACK A MASTER BATH UNIT A BATH 2 I" (ASTER BATH UNIT B I$ VONDER ROO" fNOT TO SCALE �NONOT TO SCALE ' TO SCALE A° A+ A" I.I�z" IrJ�I'�E 40f 4+ A+ 1 P flffl oG PE�foR A" A" A+ A fy A" y Irk I'll j2" TOR FIB SINk 2" 40 ----- FAR t� F�R �y,l/2° n��TOR SINk ; � Ar A 0 ERp+ 'J p i+ I ` 2" qb 3' PRESSURE 30 PRESSURE ` RELIEF LINE ` RELIEF LINE �_� qA FN GO F U `' a" 10' MIN Ist FLR _ Ist FLR SOVENT WASTE STACK SANITARY WASTE STAC KITCHEN _ LAUNDRY K NOT TO SCALE Q NOT TO SCALE No. Revision/Issue J REVISED PER ST. LUCIE COUNTY BUILDING DEPT— JULY 6,2004 PERFORATED CAP �✓ �TFR A A+ A/G A/G A� All All A� A/G A/G Al' A/G A0 A/G Al' A A/G 4� C:C)F IBINED DRAIN RISE=R�TYP C D% NOT TO SCALE A� A' 3' i A A" �r 3• A0 �d rp 31 �+ Fo 3• A$ 3� Fv 3• A� A �+ F� 3• A� �o FQ 3• A$ 30 �0 3• q• 24 FU 4" INDIREGT WASTE TO FD ON 15t FLOOR 1st FLR 4080,11. INDIRECT WASTE TRASH CHUTE DRAINS F D NOT TO SCALE eALAUNMr ROM aAn� ROat Floors 2 thru 13 (Typical) Potable Water Riser_ N NOT TO SCALE aATHRDM MA5TER aATMROOM WALF BATH ROM BAIHF I� p,,. eSTlc I" `fit NgT�R �q�, 13th FLOOR 4th FLOOR 3rd FLOOR 2nd FLOOR v A' RkF A�Ngh$TIC r TO 0TFR t�E� qs \ ql y�oTBF At�c- NE1, SiTF TO FR q , IbE G Tr Dl Water Riser Continued Am Name aM/fAladtlrese �� architect p a. l�pparcni y�1u�re ��panNig ilTabr dagYwl tiA6 ?D kopS Name antlName 04tlress ---- Oceanique Building A Highway A1A St. Lucie County, Florida �a MF601 sn� Rev. J Re oab' 7/6/0 4 e4 PLASTIC PIPE WITH AN ANNULAR SPACE OF MIN. 1/2" TO MAX. TREM5TOP WBM - MIN. 1/4" THICKNESS APPLIED TO COLLAR/CONCRETE INTERFACE. (TYP.) TREMSTOP WS-WRAP STRIPS, WRAPPED IN A STACKED ORIENTATION MORTAR - 4-I/2" THICK TREM5TOP METAL RESTRICTING MORTAR APPLIED WITHIN RMCOLLAR. FASTENED TO ITSELF AND ANNUALS THE FLOOR/WALL ASSEMBLY. WALL OR FLOOR ASSEMBLY (REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION FOR RATINGS) . �LAS�C PIPE P�E�ATION DETAILPIPE P�E�ATION DETAIL ��IR��AT At LS/BOORS F4T RATING (H) NON -INSULATED PIPE SIZES CONSTRUCTION U.L. SYSTEM 1 4 2 HOUR 12" AND SMALLER STUD WALL WL 2060 1 4 2 HOUR 6" AND SMALLERCONCRETE/MASONRY CA-1 2068 1 4 2 HOUR 10" AND SMALLER CONCRETE/MA50NR CAJ 2069 ALL PIPING PENETRATING FIRE RATED FLOOR 5LA55 OR FIRE RATED WALLS SHALL 5E PROVIDED WITH TREI-15TOP 1.1.15 t MCR FYRE-SIL OR TREM5TOP W51'1 SYSTEM. CONTACT CONSTRUCTION INDUSTRY ASSOC, INC. (TEL. 1-305-344-6306). NOTE! FOR WALLS, INSTALL TREMSTOP W6/ IGR TO BOTH SURFACES OF WALL. FIRE RATED WALL/FLOOR PENETRATION SCHEDULE PIPE PENETRATION DETAIL I Not to Scale IREFER TO THE RATED--- WALL/FLOOR PENETRATION SCHEDULE ABOVE. PIPE SLEEVE REFER TO ARCHITECTURAL PLANS FOR WALL/FLOOR CONSTRUCTION AND RATINGS RATED WALL/FLOOR PENET RAMN SCHEDULE R47'11V6 NON -INSULATED P/PE SIZES WALL/FLOOR CONSTRUCT/ON U.L. $YSTEM SLEEVE / r 2 HOUR I1"AND SMALLS STUD WALL ?47 SGN. 40 BLACK STEEL / a 2 HOUR 4" AND SMALLER COVCRETEiMA$ONARY 922 SGN. 40 BLACK STEEL / e ?HOUR 6 "4011 C0NCRETE1MA$ONARY 149 SGN. 40 BLACK STEEL 2 PIPE PENETRATION DETAIL OF RATED Not to Scale PLASTIC WATERPROOF SEALANT EACH END OF PIPE SLEEVE RS PIPE SLEEVE BLACK PIPE SCH 40 OAKUM PACKING AROUND PIPE WALL OR FLOOR SLAB PIPE PENETRATION DETAIL OF NON RATED WALLS Not 10 :Kale EXPAN51ON TANK EQUAL TO OT WATER AMTROL NO. 5T-5 3 VACUUM RELIEF VALVE COLD WATER HN — H THERMOMETER W/ GAGE COCK GATE VALVE (TYP) CHECK VALVE U SHUTOFF VALVE (TYPICAL) pp UNION (TYP.) 1 =/ ASME APPROVED — — TEMPERATURE AND T PRESSURE RELIEF VALVE. v c � RELIEF PIPE - FULL SIZE OF DISCHARGE OPENING. EXTEND TO FLOOR DRAIN, 14 GA. GALV. STEEL STAND 24" SQUARE IS" HIGH. AN ECTRIC WATER HEATER to Scale �—CW— - DRAIN VALVE --DRAIN PAN - EXTEND INDIRECT WASTE TO FLOOR DRAIN. DRAIN I12" CH SUPPLY 1/4" (TYP. OF 3) DETAIL NOTE5: OBRONZE BODY GATE VALVE. 2 PRECISION PLUMBING PRODUCTS, INC. MOD. TRAP PRIMER. OTRAP PRIMER DISTRIBUTION UNIT. (NO POWER REQUIRED) O TO FLOOR DRAIN TRAPS. TYPICAL TRAP PRIMER DETAIL 5Not to Scale ESCUTCHEON PLATE PIPING IN WALL FIELDED BASE SECURELY ANCHORED TO FLOOR. CONCEALED ARM LAVATORY SUPPORT. WALL HUNG LAVATORY WATER SAVER TRAP PRIMER EQUAL TO J.R. SMITH NO. 2698 �-CLEANOUT PLUG INISHED WALL /--FINISHED FLOOR PIPING UNDER FLOOR LAVATORY FIXTURE TRAP PRIMER DETAIL Not to zscale FLOOR DRAIN SF C. I . Aerator Rough -in Dimensions * Consult Factory For penetration Applications 3 Tite-(tuff PRE 5ovent Box '1�4- with r Variable Recess < Y C� \ SE Aerator Sizes 311 "x3" i(11 �II A 1011 10.501, 131`'-t 16" B 13.25" 16.75" 17.75" 20.75' C Iq.50" 24.75' 24.75 30.75' D h.75" q.75' q 75"' 12.50" (DS�O�VENT CONNECTION DETAILS Scale a n ' a. A. A I.� 4" Sovent Stack Tite Ruff 3" PRL 4" Deaerator Fitting LO 1*�D" CO 1 m �1 co Fin Floor ,q.6 �— --- Top View- — — Side View Tite Ruff 3"PRL with 4' C.I. Deaerator Dimensions Not to Scale - -- PLUM o NG GENERAL NOTES I. INCL [1DE IN THE WOR< AND /N THE CONTRACTOR PRICE. ANY INCIDENTAL APPARAW, APPLIANCE$ MA TER/AL, LABOR AND 5ERKICE6 NECESSARY TO MAKE WORK COMPLETE 1N ALL RESPECT$ AND FULL Y READY FOR OPERATION. 2 VERIFY THE EXACT LOGAT/ON OF SOIL, 41ASTE, PENT, NOT AND GOLD !!/ATER MA/N$ FROM T145 ACTUAL JOB SITE. ALL LINES ARE TO BE ROUTED TO AND/ OR FROM VERIFIED LOCATION$. TAP$ WHEN NOT PROVIDED BY PREVIOUS INSTALLER rO BE PROVIDED BY TN/$ INSTALLER. 3. MAKE SUCH OFFSETS AND DEVIAT/ON$ FROM lG W $NOIUM ON THE 0RAIU11V65, A$ MAYBE NECESSARY TO F/T THE ACMAL $PACE COiVD/T10N5. 4. WHERE VAL VE$ OCCUR /N SUSPENDED CEh! /AYrS OR ARE CONCEALED BEHIND WALLS TN/$ CONTRACTOR $HALL FURNISH AND /N$TALL ACCESS PANELS 5. THE /NSTALLER $HALL VISIT THE JOB $1TE, 1N5PECT CONDITIONS 0' ALL EXIST/NG P/P/NG AFFECTING THE WORK AND $145MI$$101V OF NI$ PROPOSAL $HALL BE CONSTRUED A$ 1NDICAT/NG $UCH KNOWLEDGE. NO ADDITIONAL PAYM5Nr WILL BE MADE ON CLAIM$ THAT ARISE FROM rkiE CONTRACTOR'$ FAILURE TO CONPL YW1TN THESE REQUIREMENTS. 6. THE PLAN$ AND D/AGIRAN$ OF 41T1L /TY RUNS ARE SCHEMATIC ONL Y AND $A Oom D NOT BE SCALED. INSTALLER $HALL COORDINATE AT $/TE ALL PLUMBING , HVAC FIRE PROTECTION, AND ELECTRICAL WC7RG $0 A$ NOT TO CONFL IC'T /N LOCATION WM14 OTHER woRK UNDER r141$ CONTRACT OR THAT MAY BE EX/ST/Nls 7. PROVIDE AMC, MAINTAIN TEMPORARY C0NVEGT10V$ WHERE POSSIBLE TO MAINTAIN EXIT/Ara Z1rX1T/E$ IN SERVICE. CONT/NU/TY OF SERL ICE AFFECTED BY THE CONNECT/ON$ TO OR EXTEN$/ON5 OF THESE UTILITIES $HALL BE MINIMAL. e IF THE NEW CONNECTIONS TO THE EXIST11\6 11rX 1TIE$ REQU/RE A 514UTDOaN OR 11VTERRU1vTI01V OF EX/$71NG SERVICES, ALL PREPARATORY ILVR< UP TO THE POINT OF CONNECTION 15 TO BE PEQ�ORNED FIRST TO MINIMIZE T1NE, 9. UPON COMPLETION OF TfIE INSTALLATION OPERATE AND ADJUST ALL EQUIPMENT TO MEET SPECIFIED PERFORMANCE REQUIREMENTS ALL TE$T/Ata- SHALL BE DONE BY QUAL IF/ED PERSONNEL A$ PER PARAGRAPH ON TEST%NG PROCEDURES. /0- SHOULD ANY PART OF THE SYSTEM FAIL TO MEET THESE REQUIREMENTS AD✓UST, REPAIR OR REPLACE ALL DEFECTIVE OR INOPERAr1vE PARTS AND AGAIN CONpUCT THE COMPLETE PERFORMANCE TESTS //. BEFORE SUBMITTING 610. THE PLUMB/Arff /NSTALLER SHALL REVIEW ARCHITECTURAL DR4WIALrie AND INCLUDE /N HI$ B/D AN AMOUNT TO F4MM$1-1 AND INSTALL ANY FIXTURES WHICH ARE $1-10aN /N ADO1T/ON TO FIXTURE$ SNOWV ON THE PL UMBING DRAWIAC7i6 12 GONTi24CTOR $MALL VERIFY AND COORDINATE LSAT/ON TYPE, NUMBER, MOUNT/NG NE/GHT5 AND 11V$TALLATION OF ALL PLUMB/NG F/XT/RE$ (NAND/GAPPED ACCESSIBLE AND NON -HANDICAPPED ACCESSIBL El A$ PERLATEST ARC141TECT4R4L DRAWINGS ISSUED AT B/D TIME INCLUDING ALL ADDENDUM$. 13. INSULATE ALL PIP/NG BELOW HANDICAPPEr ACCESSIBLE LAVATORIES / $/MKS WHERE DESIGNATED ON ARCHITECTURAL PLANS /NCUDING P-TRAP$ W1714 NANL DI AY - GUARD INSULATION KIT NO. IO2 MADE BY TRUEBRO GO. (203 075-2e6B OR MC/TU/RE PRO -WRAP. VELCRO AND TWIST n5aoNTS NOT ACCEP7445LE. A ry ariable � Aerator Fitting 4.— peA erQt or A —e oirl• AO In. StQ�K, r1irl- 3 �to(K, A Main Bldg. Drain Pressure Relief Line Branch Waste Line Pressure Min. Elev. Regmt5. 4- Relief Lin 4- r Must Connect Above Horizontal -Centerline of Main Bldg. Drain Detail j B-B." CI 4g gh0ut read y er cit0 ' r Pr-essure A Relief Lir r-- q T din 3 AO �taCK, oi(l ! tOCKI A Horizontal Length of Pressure Relief Line Not to Scale Building Detail ''A—AII Pressure Relief Line Min Pl�v. Regrnts. 3uiliding Drain Detail "A -A" 10�% Plumbinor Detains architect a. artlitemre• P`mNng �AmkrAffi3. rnv =+ �k� Nxne aMMNe� Oceanique Building A Highway Al St. Lucie County, Florida MF•601 NIN Rev. E we 8/5/03 �e5 ELECTRICAL SPECIFICATIONS - GENERAL Fire Alarm Notes: I. The electrical drawings are diagrommatical and are not to be 'automatic Fire Detection Systems scaled. Refer to architectural plans and elevations for exact At least one approved smoke detector suitable for the intended use shall be installed locations of equipment and confirm with the architect or in: engineer (A/E) or owners representative. 2. These plans do not show every detail of construction. The electrical contractor (E.G.) is expected to thoroughly review the plans and requirements of the systems and provide all items necessary for a complete and operational electric system in conformance with the plans, specifications, diagrams, the National Electric Code (NEC) and all other applicable codes, regulations and intended usage all subject to the acceptance of the A/E. I. Every mechanical equipment, electrical, transformer, telephone equipment, elevator machine or similar room. 2. In every elevator lobby. The actuation of any detector required by Section 412.2 of the Florida Building Code shall activate the voice alarm system and shall place into operation all egpipment necessary to prevent the recirculation of smoke. Alarm and Communication Systems 3. The E.C. shall provide all lighting and power circuits, route circuits to suit job conditions and furnish and install lighting A one-way voice alarm system and a two-way fire department communication fixtures and lamps as shown on the plans or as otherwise system installed in accordance with NFPA 72 shall be provided, approved by the A/E. Voice Alarm System 4. Unless otherwise stated, wire and conduit sizes shown are for copper, THW or THWN insulated conductors. THHN insulation The operation of any smoke detector required by 412.2 of the Florida Building Code, may be used in dry locations. Aluminum conductors are sprinkler waterflow device or manual fire alarm box shall automatically activate the acceptable only for service entrance and feeders to panels. voice alarm system. 5. Unless otherwise stated, underground conduits may be either Activation of the voice alarm system shall automatically sound an alert signal to the GRC or schedule 40 PVC installed in compliance with governing desired areas followed by voice instructions giving appropriate information. codes. The voice alarm system shall be designed to be clearly heard by all occupants of 6. Outlet boxes shall be pressed steel in dry locations and cast the building. It shall be established on a selective or general basis to the following alloy with threaded hubs in damp or wet locations. terminal areas: 7. Disconnect and/or safety switches shall be provided for all * Elevators. equipment where required by code. Motor safety switches shall * Elevator lobbies. be horsepower rated, gpick make and break. All switches :.,all * Corridors. be of the size and type indicated an the plans or as required for * Exit stairways. size and location of egpipment actually installed. * Dwelling units. 8. Unless otherwise stated, motor starters are to have Fire Department Communication System. overload relays in all hot legs and sized for egpipment installed. A two-way fire department communication system shall be provided for fire department use. It shall operate between the fire command station and every cl. All work is to be done by skilled craftsmen, in a elevator, elevator lobby, entry to every enclosed exit stairway and in corridors. workmanlike manner representative of the trade and standard in the industry. Fire Control Room 10. Load data and system sizing is based on the best information A fire control room for fire department operations shall be provided in a location available at the time of design. Verify equipment locations and approved by the fire department. electrical requirements before ordering materials and devices. Route circuitsby best method to suit job conditions. Provide pull Afire command station shall contain: boxes as may be necessary to facilitate installation. The amperage loading on all ungrounded in all and 1. Controls for the one-way voice alarm system. phases panels i shall be balanced equally within 5% after all circuits 2. Controls for the two-way fire department communication system. cre are installed. stalle 3 Fire alarm system annunciator panels, 4. Status indicators showing location of elevators in the hoistWays and switches 11. The electrical systems and all equipment and devices shall be to selectively turn power to elevators on or off. completely and effectively grounded no less than required by the 5. Status indicators and controls for air handling systems. NEC and as detailed on the plans. All circuits are to have a G. Controls for unlocking ground floor stairway doors simultaneously. separate grounding conductor sized per NEC. Ground fault 7. Sprinkler valve, waterflow detector and fire pump display panels. protected outlets and circuits shall be installed as required by 8• Emergency power, light and emergency system controls and status indicators. NEC and as shown on the drawings. Provide a main grounding q• A telephone for fire department use with controlled access to the electrode with a maximum of 5 ohms resistance. public telephone system. 10. Generator supervision devices, manual start and transfer features. 12. The electrical installations shall conform to the specifications STANDBY POWER AND LIGHTING NOTES and requirements of the power company, telephone company and the cable company having jurisdiction. Verify all metering On -site Generated Power requirements with the power company before submitting bid. 13. All work shall be coordinated with other trades to avoid A permanently installed standby power generation system conforming to Chapter 27 interference with construction progress. of the Florida Building Code, Building shall be provided. The system shall be equipped with suitable means for automatically starting the generator set upon failure 14. All material and devices shall be new and display the U.L. of the normal electrical service and for automatic transfer and operation of electrical approval where applicable, functions. System supervision devices with manual start and transfer features shall be provided at the central control station. 15. All fire wall penetrations shall be made in an approved An an -premises fuel supply sufficient for not less than 2 hours full demand manner using approved fire stop materials to maintain the operation of the system shall be provided. All power, lighting, signal and required fire rating, communication facilities provided under the regpirements Of this section shall be 16. All material and workmanship shall be guaranteed to be free transferable to the standby power system. from defects for not less than one year from date of Standby power loads. The following loads are classified as standby power loads. The acceptance. Correction of any defects shall be made without additional charge. transition time from the instant of failure of the normal power source to the generator source shall not exceed 60 seconds. The standby power load shall be sized 17. When shop drawings are regpired by the A/E (5 copies), to supply the following: shall be submitted by the E.C. on all major systems, lighting 1. The elevator regpired by Section 3003.4 of the Florida Building Code. fixtures and devices and shall receive A/E approval in writing 2. Mechanical air handling systems required to be operating during an emergency. before ordering egpiprnent. 3. Diesel Fire pumps. IS. Symmetrical amps interrupting capacity (AIC) of circuit 4. Emergancy Lights breakers, fuses and sluitchgear shall be no less than stated on Emergency Power Loads the plans. The required ratings may be obtained via UL The transition time from the instant failure of the normal power source to the approved series ratings or current limiting devices subject to the generating source shall not exceed 10 seconds. The following loads are classified as engineers approval. emergency power loads: 19. Where recessed and/or surface mounted light fixtures are I. One-way voice alarm systems, installed in or on an insulated ceiling, the fixtures shall be, rated 2. Two-way fire department communication system, for such usage or shall be provided with an approved air space 3. Fire alarm systems. around the fixture for cooling per NEC. A. Automatic fire detection systems. 5. Elevator car lighting.G. 20. If in the opinion of the E.G. any system or device is Escape route lighting and exit sign illumination. unsuitable to perform the intended function or is in other ways an improper application the some shall be brought to the Automatic Sprinkler Systems attention of the A/E before ordering or installing. An approved complete automatic sprinkler system shall be provided throughout the 21. Any wall penetrations thru bearing walls are to be made building. The sprinkler system shall be designed using the parameters set forth in above or below preplanned doorways per approval of the NFPA 13 and Section 412.10.2 of the Florida Building Code. structural engineer. Shutoff valves and water flow devices shall be provided at the riser connection on 22. Conduits are not to penetrate grade beams and shall be each floor. The actuation of a water flow device shall activate the voice alarm routed routed above or below as necessary per approval of the i system. The valves shall be supervised in accordance with Section 903.c1.2 of the structural engineer. Florida Building Code. The sprinkler riser may be combined with the Fire department 23. Provide required (safe) working space at all equipment per standpipe riser. manufacturers specs. SHUNT TRIP P.B. SWITCH L�1 ELECTRIC METER - W/ 2 POLE, 150 AMP C.B. DISC. - TYP. EACH UNIT F.P.L. PAD TRANSFORMER 120/208 VOLT 30, 4W. WYE 3 # 3/0, 1 # 2 ORD. THWN AL IN 2" C. �ooaoc•�' a oo • : oa MEMEEM oc•� • . oa MENEM M oo©c•�a© as • o0 v '1/ V o/ I lzou Liu 6 SETS OF: 4 # 600 MCM, THWN AL &1 # 250 AL ORD IN 5" C. 2 SETS OF: 4 # 700 MCM, THWN AL TO EXTERIOR LIGHT `� 1 # 250 AL GRD IN 5" C. BL STL. 250 CU PHOTOCELL 0CWP 24 HOUR CONC. ENCASED TIME CLOCK ORD. ROD LIGHTING - 3/4" x 30' C.W. CONTACTOR P T ORD. RODS (2) 20 AMP, 18 P. ELECTRICAL RISER TO PANEL "L" q-20 AMP CIRCUITS L-1,3,5,7,9,11113115117 LIGHTING CONTACTOR 'RISER LINE I FLOOR FLOOR KO_ LINE TELEPHONE RISER rfP. ALL UNME9 rROF LINE /ISION RIS 13TH FLOOR FLOOR •0 N LINE (TYP.) Specifications - Telephone and TV Svste HOUSE METER TYP APT PANEL 150 AMP SMD CU A telephone terminal board, a television terminal board, and conduit riser system shall be installed to provide service to each living unit, and shall be no less than shown in the drawings. All empty conduits shall be provided with and approved pull cord. The telephone service and terminal board installation shall corrlply with telephone company specifications. Each living unit shall be completely pre -wired for telephone and cable television from on approved service point to each outlet location shown using methods and materials standard to the industry. The service location and all cables shall be approved by the telephone company. All outlet locations shall include the outlet box, telephone jack, cover plate and the wires shall be terminated. An approved TV cable shall be provided from each unit location to the TV terminal board. The television cable shall be radially fed from the service location to each outlet location indicated in the plans. Material and installation shall meet the approval of the servicing TV Cable Company. Each outlet location shall include outlet box, cover plate, and a minimum of 8' of spare cable. ELEVATOR LOBBY ELEVATOR LOBI IF REQUIRI OGERMN13 TINSERVICE FACP 24HBATTERY ANNPANELTORLFAP P WARNAINGRLIGHT FIRE ALARM IN PANEL "H" 800 AMP SMD P 3 # 2/0, 1 # 4 ORD. THW CU IN 2" C. 200/175 3P M 01200/175 7 3P PNL. "L" 150 AMP MLO 4 # 1 /0, 1 # 4 GRD, THW CU iN 2" C. ELEVATOR 40 H.P. ELEVATOR 40 H.P. 4 # 4/0, 1 # 2 ORD. THWN AL IN 2 1 /2" C. LECTRIC NOTES: PNL. "R" 225 AMP SMD IQ HORSEPOWER TO BE VERIFIED BY CONTRACTOR AND ADJUSTMENTS MADE TO THE ELECTRIC CIRCUITS ACCORDINGLY AND AS REQUIRED. 9"HOUSE" ELECTRIC METER CTs TO BE INSTALLED IN L CO. PAD TRANSFORMER OR TRANSFORMER VAULT. PROVIDE INSTALLATION PER FPL CO. REQUIREMENTS. Q METER CENTER "MCI' - PROVIDE APPROVED METER CENTER WITH 2O00 AMP, 3 POLE, SHUNT TRIP, MAIN DISCONNECT SWITCH AND MINIMUM 2000 AMP CROSS BUS WITH 60 METER POSITIONS. METER POSITIONS TO HAVE 150 AMP, 2 POLE APARTMENT MAINS. THE ENTIRE SYSTEM SHALL BE RATED FOR 65,000 AIC ( SERIES RATING ACCEPTED ). ALL METERS TO BE CONNECTED ALTERNATELY TO PROVIDE FOR BALANCED LOADING. ® PANEL IV' AND "MC" TO BE SHUNT TRIPPED. PROVIDE SHUNT TRIP CIRCUIT AND APPROVED BREAK GLASS STATION ON EXTERIOR OF BUILDING IN LOCATION APPROVED BY THE FIRE AUTHORITY. PROVIDE ELEVATOR SAFETY CONTROLS, WARNING SYSTEM AND LIGHT AND DETECTION SYSTEM PER STATE ELEVATOR UNIFORM FIRE SAFETY STANDARDS. ® TYPICAL APARTMENT PANELS SHALL BE 150 AMP, SMD PANELS WITH #3/0 FEEDERS. ROUTE FEEDERS BY BEST METHOD. FEEDERS WHICH EXCEED 150 FEET IN TOTAL LENGTH SHOULD BE UPGRADED ONE WIRE SIZE FOR VOLTAGE DROP PURPOSES. PROVIDE APPROYM PULL BOXES WHERE NEEDED TO PREVENT EXCE IV STRAIN ON FEEDERS DURING INSTALLATION. v �1 LFCIE COL 'T ' BLILDLNG DIVISION W REVIEED FOR �Ll'LIA\CLEF aiEV1EWED BY W%TE ° PL.A.N, ,AND PERVI1' Mti'ST BE KEPT ON Jub OR NO INSPECTION WILL BE 1LVDE. LINE TO FIRE PUMP CONTROL PANEL TO ELEVATOR 15T FLOOR FLOOR LINE (TYP.) AS W 4 TAMPER SWITCH RED - VERIFY No. Roisib<Asue J RDiii ST. LUCIE COUNTY BUII.1)ING .DFPT- JULY 6_7004 Electrical Notes and Riser Flml NameaMMd� M.- architect, o.a. aimnewwrc •�gxnnn9 atrteb e¢�3n Raje2 Name and Mdiem Oceanique Building A Highway A1A St. Lucie County, Florida MF-601 v� Rev. J oam ii 'a - 1 i/b/®4 ii L-25 CENTER h WATER N-13,15 CNN NUOOIE'�'15 ■ nvrrh' ■rodF nor ■ � � '.. i F • ■ ■ _ . Soorrrrry �� �IIIIIIIIIIII .�' • �' ,i.00r.urrrrurd �rori '.■ni S e LOAD CALCULATIONS MUTT -FAMILY - MULTIPLE UNITS ( OPTIONAL METHOD) SERVICE VOLTAGE 120/205 volt, 3 phase, 4 wire, grad. wye 12 - "A" UNITS 24 - !!B!! UNITS 24 -!!C" UNITS 12--!'D!' UNITS 12 -!'E!' UNITS GENERAL LIGHTING LOAD (A) 13418 va APPLIANCE LOAD (B) 26100 va ELECTRIC HEAT or A/C LOAD 8300 va SUB - TOTAL 47515 va TOTAL va PER METER CENTER per NEC 220-32 47518 va x 84 METERS = 4016712 va x 23% g23843 va + 3(00 volts METER CENTER AMPACITY 2566.2 amps PANEL 'N' - 800 AAP VOLTAGE 120/208 PHASE 30 .4 W. SW 750 A SURE: .wrl CAT. Na A.LC 7 NOR,' E". KVA !& D WRE IRIP 2(0 7RP HIRE KVA EOUP. N0. 1 ELEVATOR A4 2' 21D 175 90 4 1,25- 16.0 WA15R PUMP 2 3 - - 2/0 T 90 4 - - 4 5 - - 2/0 175 90 4 - - 6 7 ELEVAMR J8.4 2' 2/0 175 J5 8 3/4' It ACU 8 9 - - 2/0 175 35 8 - - 10 11 - - 2/0 175 40 8 3/4' 5.4 AR11 12 13 EXHAUST FAN 1.8 i/r 12 20 40 8 - - 14 i5 - - 12 20 20 12 1/2' 20 AW 76 17 EXAUST FAN L8 11r 12 10 20 12 - - I 1s 19 - - 12 20 20 12 1/r 20 ACU 20 21 EXHAUST FAN a2 1/2' 12 20 20 12 - - 22 23 • - - 12 20 20 12 1/1' a4 ELEV. am LTS 24 25 EXHAUST FAN a2 1/r 12 20 20 f2 1/r a4 m.. CAB LT$ 26 27 - - 12 1 ZO 26 12 1/2' a2 T. T.B. 28 29 EXHAUST FAN a2 1/r 12 20 20 12 1/r a2 GATT. CHGH. 30 31 PANa 'L' 525 2' 1/0 150 20 12 1/1' a2 F.A.GP. 32 m - - 1/0 150 20 12 1/2' 1.3 LIGHTS 34 35 - - 1/0 150 20 12 1/r a9 LIGHTS 36 37 ELEVATOR A4 2' 2A 175 20 11 1 i/r 09 LIGHTS I 38 39 - - 2/0 175 201 12 1 1/r 11.3 LIGHTS 40 41 - - 2/0 175 42 CMWC7 D LOAD - 2023 KVA 2023 KVA + 25X - 25189 KVA + (208 . F3 )wits - 7027 APS PANEL V - 150 AMP VOLTAGE Aga 1201208 PHASE 30.4 M: AO 200 A SURF. Ala CAT. Na aoo EQW. KVA WE 7RP )RP NR EI OfA. KVA ECUP. NQ 1 LIGHTS 1.3 W 12 20 20 12 i1ri as I LIGHTS 2 3 LIGHTS 1.3 1/r 12 20 20 12 11rj 1.11 OUTLETS 4 5 LIGHTS W 1/2' 12 20 20 12 ili-I a9 I OUTLETS 6 7 LIGHTS 1.3 1/r 12 20 20 12 I/rla,91 LIGHTS 8 9 LIGHTS w 1/2' 12 20 20 f2 t/r 0.9 LIGHTS 10 it LIGHTS 1.3 1/2' 12 20 20 12 1/2' 1.0 LIGHTS 12 13 LIGHTS 1.3 1/2-11226 20 12 1/r 1.0 LIGHTS 14 15 LIGHTS 1.3 1/2'20 11 1/2' 0.6 UO1175 16 17 LIGHTS 1.3 1/r20 12 1/r Q OUTLETS 18 19 LIGHTS 1.3 1/2'20 12 1/r 0.9 LIGHTS 20 21 CU7LETS 1.1 1/2'20 12 1/r 0.9 LIGHTS 22 23 CUTLETS 1.1 1/2'20 72 1/2' a9 LIGHTS 24 25 OUTLETS 1.1 1/r20 12 1/2' 0.8 LIGHTS 26 27 pUTl£JS i.17, /2'20 12 1/r 1.1 OUTLETS 28 29 GUnM 1.5 1/r6 12 1/2' R8 LJs/OU1Lns 30 LIS/OURETS Wi/212 - 20 12 f/r as LIS/OUTLETSLIS/OURETS 20 12 1/r IN,uGHIS 20 12 1/r 1.1 LICH7S -- 10 12 1/2'.. 1.1 ROOF OURP7S CONNECTED LOAD 420 KVA 420 KVA + 25X 525 KVA - (208 f -3 ) AL1.IS - 146.0 AAPS F, 1 1 L-20 1 1 I I I I I i i I I 1 ! I I I I I I 1 I I I I I I 1 I I I I I I 1 i I i I I i i ;; �, _ ___ _ ^y LOBBY - - -. -- �- Note: L-a L-10 - - - - - Locate all electrical and - - _ - - 1 controls above ELEV. 15.01 1 1 I 1 ELEVATOR ) \I a ENTI2ANGE L-1 / \ I PORTICO L-14 ✓ / 1 I i \ Ground Floor Power and Lighting Plan Scalc: 4/8" = P-0" 03 STORAGE L-16 IN AREA \I TRASH L-16 �4-25, 7 / ELECTRICAL LEGEND W DISCONNECT El< FIRE ALARM MORN ELECTRICAL PANEL DOOR BELL SWITCH ELECTRICAL METER 3-WAY SWITCH $4 EXIT LIGHT DIMMER SWITCH ® WHIRLPOOL TUB GFCI RECEPTACAL `-' EMERGENCY LIGHT, 2 HEADS 120V DUPLEX RECEPTACLEO INCANDESCENT LIGHT, CEILING, RECESSED db 120V DUPLEX RECEPTACLE Q INCANDESCENT LIGHT, WALL MOUNTED GROUND FAULT INTERRUPTER 208V RECEPTACLE FLUORESCENT LIGHT (2'x 41) �J JUNCTION BOX I��l 4 PHONE FLUORESCENT LIGHT (I'x 41) ® THERMOSTAT -1 f-- O EXHAUST FAN FLUORESCENT LIGHT (1'x 81) ETJi UDi I / 1 E- D L-37-1 \ 1 I No. Revision/Issue J REVISED PER BUILDING DEPT- ST. LUCIE COUNTY JULY 6,2004 Rrtn Name and 44dt a ✓'•�architect, Q a. aNiiitc�tie�pmnlig Inlebr de9gn Rv�eG Nnme nrM.mns Oceanique Building A Highway Al St. Lucie County, Florida MF-601 Rev.] i/6/04 -2 PANEL UNIT A' - 150 AAF . r r r: • „ r •. r r .r r rrr ©aeao©�1�M�ooevel ©INIMIIIIIIIIII[7®nOM�wlm®® DaOa0OrlM , m0ao1 0 r _ mmmOMmamumm I =asm M" i 17 1 01g0SAL A8 1/7' 12 20 79 &iiWASNER 1.4 7 it 12 1201 LOAD CALCULATIONS ( OPTIONAL METHOD ) SINGLE UNIT 'Am GENERAL LIGHTING LOAD Unit size, sq. ft. Number of appliance circuits Laundry circuit APPLIANCE LOAD Range / Ovens Water Heater Dryer Dishwasher Other Misc. Appliances 1201 121 1/2' f.5 SNAIL APPL 120 14 1.0 LIS/oUil%IS1/2' Q8 LMAUMS 2907 x 3 va — 8721 va 3 x 1500 4500 1 x 1500— 1500 Sub — Total 14,721 va (A) Sub — Total — 14.000 va — 4,500 — 5,000 — 1,400 26,100 va 1st 10,000 vo 0 10ox 10,000 (A) + (B) — 10,000 x .40 = 12.328 Sub — Total 22,328 va ELECTRIC HEAT OR AIR CONDITIONING (B) (C) Heat 8,300 va x 0.65 5,395 va A/C 0 vo x 1.00 0 5,395 va (D) TOTAL vo PER UNIT = (C) + (D) 27,723 vo SERVICE FEEDER AMPS 133.3 amps UNIT ELECTRICAL NOTES: 1. ALL ELECTRICAL OUTLETS SHALL COMPLY WITH THE INSTALLATION REQUIREMENTS OF THE "FAIR HOUSING CODE" AND SHALL NOT BE MOUNTED MORE THAN 48" AFF NOR LOWER THAN 15" AFF. 2. AIR CONDITIONING THERMOSTATS SHALL BE MOUNTED NOT HIGHER THAN 48" AFF. 3. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLE OUTLETS, SWITCHES, LIGHT FIXTURES, CEILING FANS, AND SMOKE DETECTORS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER. ALL BEDROOM HALLWAYS TO CLOSETS AND CLOSETS ENTERED FROM BEDROOMS TO HAVE ARC -FAULT CIRCUIT. unit A Power and Lighting Plan Scale: 1/4" = F_0" W DISCONNECT :ELECTRICAL LEGEND as ]@E�M ELECTRICAL PANEL 9D $ SWITCH O % 3-WAY SWITCH $+ DIMMER SWITCH 4C 1,1 WHIRLPOOL TUB GFCI RECEPTACAL d 120V DUPLEX RECEPTACLE 1$ 120V DUPLEX RECEPTACLE GROUND FAULT INTERRUPTER 208V RECEPTACLE �J JUNCTION BOX L�l PHONE ® THERMOSTAT ® EXHAUST FAN FIRE ALARM HORN DOOR BELL ELECTRICAL METER EXIT LIGHT EMERGENCY LIGHT, 2 HEADS INCANDESCENT LIGHT, CEILING, RECESSED INCANDESCENT LIGHT, WALL MOUNTED FLUORESCENT LIGHT (21x 41) FLUORESCENT LIGHT (I'x 41) QS� FLUORESCENT LIGHT (I'x 81) No. Revision/Issue J BU LDING PDEPT- JULYI 6 2004TM Unit A Power and Lighting Plan 01 qrm Name and nddres •� architect, i a. arduhi9ire�pNmlm N}.�b�GeM9n rAl ..�•as Mom. l.ml ft Prgea Name aM Om2m Oceanique Building A Highway AlA St. Lucie County, Florida s MF-601 Rev. 7/6/04 w�wmomm I.Mrwomm UA Lj ©aoaoorr.rroaverao 000voor�.rromevao m�morr.wooWm - m sae morr.rrenasam ®gym m , m ®� �� . m�im Mona m m®®m mommmm m , , mom o®®mmm © RIMEW m®mm mmmmmmw�wmmmmm mm�11111M m®®moo 0 MrA m®®®moo m®mmo MM 00mm ©�....A.Asomm a ©�=M 0 ....�E3 ©�.mmmo m�mmmmw•w..C.�.o LOAD CALCULATIONS MULTI —FAMILY RESIDENCE ( OPTIONAL METHOD) SERVICE VOLTAGE 120 208 volt 1 phase SINGLE UNIT "B" GENERAL LIGHTING LOAD Unit size, sq. ft. 2,519 x 3 va — 7,557 vo Number of appliance circuits 3 x 1500— 4,500 Laundry circuit 1 x 1500 — 1.500 Sub — Total 13,557 vo APPLIANCE LOAD Range / Ovens 'Hater Heater Dryer Dishwasher Other Misc. Appliances 1st 10,000 vo 0 100X (A) + (B) — 10,000 x .40 = ELECTRIC HEAT OR AIR CONDITIONING Heat 8,300 vo x 0.65 A/C 0 vo x 1.00 TOTAL va PER UNIT = (C) + (D) SERVICE FEEDER AMPS 14,000 vo 4,500 5,000 1.400 1.200 Sub — Total — 26,100 va 10000 11.863 Sub — Total — 21,863 va PANA. UNIT 9' - 150 AMP VOLTAGE MM 1201208 PHASE 10 .J M: SW 150 A FLUSH AM 1Q000 SO. D CAT. NO. QO 150 CR EQUIP. KVA a 0 HIRE III IRF WIRE p a KVA EQW. ca 1 ACU 5.1 J/4' 8 40 50 B I" a3 AHU 2 3 - - 8 40 50 6 - - 4 5 RANGE 6.0 3/4' 8 40 30 10 1/2' *5 WATER HEA70 6 7 - - 8 40 30 10 - - 8 9 DRYER ao 14' 10 30 50 6 1' 8.0 OVENS 10 1f - - 10 JO 50 5 - - 11 13 WASHER 0.8 1 12 ZO ZO 12 I/2' 1.8 iMHRIPOp. 14 15 REIRIGERAIOR 0.8 1 12 ?D 20 12 - - 18 17 OISPOSx as 1/Y 12 20 20 12 1/2' 1.5 SOAU. APPL 18 19 DISHWASHER 1.4 1/2' 12 20 20 12 1/2' 1.5 SMALL APPIL ZO 21 oslo /nm 0.8 1/2" 12 20 20 12 1/2' 1.5 SMALL APPL 21 231 US/OURETS 1.2 I/1' 12 20 20 12 1/2" 29 OS/OURE15 14 25 LIS OURETS 1.2 1,T 12 20 20 12 1/2' 1.0 US/GURM 26 27 L7S GUREIS 1.0 1 12 zo 20 12 1/2' 1.2 L7S/WRE73 28 29 LM REIS 1.2 1 12 20 20 12 1/2' M9 LTS/WRETS 30 Jf OS OURETS 1.1 1/2' 12 20 20 12 1/2' 0.9 LM/OUXM 32 La J4 35 36 37 38 39 40 41 42 5,395 va 0 5,395 va — 27,258 va + 208 volts 131.0 amps LOAD CALCULATIONS MUL11—FAMILY RESIDENCE ( OPTIONAL METHOD) SERVICE VOLTAGE 120 1 208 volt 1 phase SINGLE UNIT "B" GENERAL LIGHTING LOAD Unit size, sq. ft. Number of appliance circuits Laundry circuit APPLIANCE LOAD Range / Ovens 'Hater Heater Dryer Dishwasher Other Misc. Appliances 1st 10,000 va 0 100% (A) + (B) - 10,000 x .40 = ELECTRIC HEAT OR AIR CONDITIONING Heat 8,300 vo x 0.65 A/C 0 vo x 1.00 TOTAL vo PER UNIT = (C) + (D) SERVICE FEEDER AMPS 2300 x 3 vo — 6900 va 3 x 1500 — 4500 1 x 1500 — 1500 Sub — Total 12,900 vo Sub — Total Sub — Total — 14000 va — 4500 — 5000 — 1400 — 26,100 vo — 10000 — 11.600 — 21,600 vo 5,395 va 5,395 va —26,995 va + 208 volts 129.8 amps (A) (B) (C) (D) UNIT ELECTRICAL NOTES: (A) 1. ALL ELECTRICAL OUTLETS SHALL COMPLY WITH THE INSTALLATION REQUIREMENTS OF THE "FAIR HOUSING CODE" AND SHALL NOT BE MOUNTED MORE THAN 48" AFF NOR LOWER THAN 15" AFF. 2. AIR CONDITIONING THERMOSTATS SHALL BE (B) MOUNTED NOT HIGHER THAN 45" AFF. 3. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, (C) SINGLE PHASE, 15 AND 20 AMP RECEPTACLE OUTLETS, SWITCHES, LIGHT FIXTURES, CEILING FANS, AND SMOKE DETECTORS INSTALLED IN DWELLING UNIT (D) BEDROOMS SHALL BE PROTECTED BY AN ARC —FAULT CIRCUIT INTERRUPTER. ALL BEDROOM HALLWAYS TO CLOSETS AND CLOSETS ENTERED FROM BEDROOMS TO HAVE ARC —FAULT CIRCUIT. Units B & C Power and Light>i>irng 1la ns Scale: 1/4" = P-0" No. Revision/Issue ON J REVISED PDEPT-- JULYE6 2004� Units B and C Power and L ighti>rno Plans � v L d ndd� Nf i;�i architect, art}h.,MrL.ae �planAnlw,, tllpn��'a,EaAlgn RofaY Name aM /dire$ Oceanique Building A Highway AlA St. Lucie County, Florida (� Mr-601 ' \ Rev. J II A - 4 7/6/04 , La o��®®a©rrmrroElm ©ms■eso© or�ae�s�o ©mm®oorr�rrommm , o AMMID®o0om ;1 rEl o mmmowiiion= maa ME3 no M ® '"'amp®© E7®®; m MEMO m m® W MEMO 10 , . ®m®DA0 MENE� JD Elm Mtn 13 ® [Bloom wommm ® ©m� 1 ®10mowm�ommm o ® MIUMM mm®[ m 13 El 0 Im Amp®®® © M��MI�A�����© © Ell��A�A������ ® MWO�+M�rr0 WIN El 0-1101 �00wm�NINI M 93 m�= 0 LOAD CALCULATIONS MULTI —FAMILY RESIDENCE ( OPTIONAL METHOD) SERVICE VOLTAGE 120 f 208 volt 1 phase. SINGLE UNIT "D" GENERAL LIGHTING LOAD Unit size, sq. ft. 2,001 x 3 va— 6,003 vo Number of appliance circuits 3 x 1500— 4,500 Laundry circuit 1 x 1500 — 1.500 Sub — Total 12,003 vo (A) APPLIANCE LOAD Range / Ovens 14000 vo Water Heater 4500 Dryer 5000 Dishwasher 1400 Other Misc. Appliances 1200 Sub — Total 26,100 va (B) 1st 10,000 va 0 100% 10000 (A) + (B) — 10,000 x .40 = 11,241 Sub - Total 21,241 va (C) ELECTRIC HEAT OR AIR CONDITIONING Heat 8,300 va x 0.65 5,395 vo A/C 0 va x 1.00 0 5,395 vo (D) Unit D Power and Lighting Plan TOTAL vo PER UNIT = (C) + (D) 26,636 208 va — _-_ Scale: 1/4" = i'-1l" SERVICE FEEDER AMPS + 128.1 volts amps UNIT ELECTRICAL NOTES: I. ALL ELECTRICAL OUTLETS SHALL COMPLY WITH THE INSTALLATION REQUIREMENTS OF THE "FAIR HOUSING CODE" AND SHALL NOT BE MOUNTED MORE THAN 45" AFF NOR LOWER THAN 15" AFF. 2. AIR CONDITIONING THERMOSTATS SHALL BE MOUNTED NOT HIGHER THAN 45" AFF. 3. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLE OUTLETS, SWITCHES, LIGHT FIXTURES, CEILING FANS, AND SMOKE DETECTORS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER. ALL BEDROOM HALLWAYS TO CLOSETS AND CLOSETS ENTERED FROM BEDROOMS TO HAVE ARC -FAULT CIRCUIT. ELECTRICAL LEGEND Hj DISCONNECT ELECTRICAL PANEL $ SWITCH % 3-WAY SWITCH $+ DIMMER SWITCH ® WHIRLPOOL TUB GFCI RECEPTACAL 6 120V DUPLEX RECEPTACLE ($ 120V DUPLEX RECEPTACLE �" GROUND FAULT INTERRUF+ER 6 208V RECEPTACLE UJ JUNCTION BOX 4 PHONE ® THERMOSTAT ® EXHAUST FAN ■2 OR a U FIRE ALARM MORN ELECTRICAL METER EXIT LIGHT EMERGENCY LIGHT, 2 HEADS II J W Q INCANDESCENT LIGHT, CEILING, RECESSED (� INCANDESCENT LIGHT, WALL MOUNTED FLUORESCENT LIGHT (21x 41) FLUORESCENT LIGHT (I'x 41) FLUORESCENT LIGHT (I'x 51) No. Revision/Issue J REVISED U LDING PDEPT— JULY E6 COUNTY44 .00 Unit D Power and Lighting Plan Ao]aY Name m OdE Oceanique Building A Highway A1A St. Lucie County, Florida MF601 snea Rev. J Nam 7/6/04 E-5 PANEL UNIT E" - 150 AMP M'1LTAGE MFG. 120/2W PHASE 10 .3 1! SW 150 A FLUSH AW 10,000 Sa D CAT. NO.. 00 CIR.150 NOL EWE, KVA COR7­8 T� TR0° WRE � ' KVA EQUO' , a 1 AOU Sf 3/40 50 6 1' a3 AHU 2 3 - -40 50 6 - - 4 5 RANGE 6.0 3/440 30 10 1/2' 4.5 WAFER HEATER 6 7 -40 30 10 - -9 DRYER 10 1/2 30 50 6 1' ao OWNS 10 11 1 - - 10 30 50 8 - 11 13 WASHER 0.8 1 - 12 20 20 12 117 1.8 WRLP00L 14 15 REmGERATOR a8 i/2' 12 20 201 12 - - 16 17 ug3osAL as 1/2' 12 20 20 12 1 1.5 WALL APPL 18 19 OMWASHER 1.4 1/2' 12 20 20 12 1/2' 1.51 SMALL APPL 20 21 LTS/OUTLETS a8 IA' 12 20 20 12 1/2' 1.5 WALL APPL 22 23 LTS/OUTLETS 1.2 1/2' 12 20 20 12 1/2' a9 LTS/OUTLETS 24 25 LIS OUTLETS 1.2 112& 12 20 20 12 1/2' a8 LM/OUXM 26_ 17 LTS OUTLETS a9 f 12 20 20 12 1/2' 1.2 LTS/OURETS 28 29 LTS TLETS /.1 1 12 20 20 12 1/2' 1.2 LTS/OUTLETS 30 31 LTS OUTLETS 1.f 1 f2 20 20 12 1/2' 1.2 LTS/OUTLETS 32 33 20 12 1/2' 1.2 LTS/OUXM 34 35 36 37 38 39 40 41 42 LOAD CALCULATIONS MULTI —FAMILY RESIDENCE ( OPTIONAL METHOD) SERVICE VOLTAGE 120 / 208 volt 1 ,phase SINGLE UNIT "E" GENERAL LIGHTING LOAD Unit size, sq. ft. 2.676 x 3 va — 8028 va Number of appliance circuits 3 x 1500— 4500 Laundry circuit 1 x 1500 — 1500 Sub — Total 14,028 va (A) APPLIANCE LOAD Range / Ovens 14000 va Water Heater 4500 Dryer 5000 Dishwasher 1400 Other Misc. Appliances 1200 Sub — Total — 26.100 vo (B) 1st 10,000 va ® I OOX 10000 (A) + (B) — 10,000 x .40 = 12.051 Sub — Total — 22,051 va (C) ELECTRIC HEAT OR AIR CONDITIONING Heat 8,300 va x 0.65 5,395 va A/C 0 vo x 1.00 5,395 va (D) TOTAL va PER UNIT = (C) + (D) 26,995 va 27,446 208 va SERVICE FEEDER AMPS i 132.0 volts amps UNIT ELECTRICAL NOTES: I. ALL ELECTRICAL OUTLETS SHALL COMPLY WITH THE INSTALLATION REQUIREMENTS OF THE "FAIR HOUSING CODE" AND SHALL NOT BE MOUNTED MORE THAN 48" AFF NOR LOWER THAN 15" AFF. 2. AIR CONDITIONING THERMOSTATS SHALL BE MOUNTED NOT HIGHER THAN 48" AFF. 3. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLE OUTLETS, SWITCHES, LIGHT FIXTURES, CEILING FANS, AND SMOKE DETECTORS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC —FAULT CIRCUIT INTERRUPTER. ALL BEDROOM HALLWAYS TO CLOSETS AND CLOSETS ENTERED FROM BEDROOMS TO HAVE ARC —FAULT CIRCUIT. Unit AG Power and Lighting Plan Scale: 1/4" = P-0" Unit E I ower and Lighting Plan _ — Rrtn Name am YI yo, architect, p.a. amaegve•ganning Ldab ji a'so Rvje NameeM PJ. Oceanique Building A Highway A1A St. Lucie County, Florida MF-601 Rev. ] Dam 7/6/04 jr'� —6 ELIalcony Balcony 205 5F 0 1 I ■ ■ : ■ ♦prr -- _ - ...- u�♦ o __ -- -. - u ■■■ ■r -- _ limn 1■■I■I --- --- _ - ur�} f mLou,- -_ - - -- -- iu :■■■II - MEN! Unit A Unit C (Mirrored - f . �I� ;�� • � i � y j( ,i if ', t � i it / (:� ����■� ,� / � � � � \ I 1�0�' I( j loJ ! Q � IN I Iowa ME e 0 ILL own mommmul 0 w A a ,I off, � `' s 0► © �_ . �� � � //• � \ �� A � �� ! ❑ , s .■ O w w Q �a j : _ ■ : � Lg is©� ♦ �J ©i_. � �i � ,.aim ■ ♦ -.. I ou■ro■n or o■rr. ♦ y ' lira■ mn■r1 �■r I■----I—oorrurr-- ■ror u. arD MEN s / I f C 7 r�uoururrroo�lBRWN_-- IJ�/ IJJJI-- IJ I�JJ� ,�..___._ II_.... _ �, ___.__- ► ���� —.—_ IJJ� IJJJI IJ��1 _ _--_1\��U ♦o■ • Wail Legend S ,k:1,� EXTERIOR WALL ONE LAYER }' GYPSUM WALLBOARD APPLIED TO INTERIOR SIDE OF Ia. METAL 5TUD5 ! 16' O.G. WITH is TYPE 5 DRYWALL SCREWS 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.G. TO INTERMEDIATE STUDS. ❑ ® 12- BALCONY WALL APPLY 1' STUCCO LAYER OF CEMENTATIOUS COATING OVER 12' CMU BLOCK. r.f. �.•'"ry 3..•A SHEAR WALL CONC. SHEAR WALL. SEE STRUCTURAL PLAN FOR DETAILS, SIZE, AND LOCATIONS. L} ❑ C014C 4701N SEE STRUCTURAL PLAN FOR DETAILS, SIZE, AND LOCATIONS. INTERIOR NON -LOAD BEARING WALL ONE LAYER ✓;• GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 3-9• METAL STUDS 16' O.C. WITH I' TYPE 5 DRYWALL SCREWS 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-8. INTERIOR NON -LOAD BEARING WALL PLUMBING WALL ONE LAYER j' GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 6' a METAL STUDS 16 IN O.C. WITH 1' TYPE 5 DRYWALL SCREWS 8. O.G. TO EDGE AND VERTICAL JOINT5 AND 12' O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-8. 1 HOUR PARTY WALL ONE LAYER in GYPSUM WALLBOARD APPLIED TO EXTERIOR SIDE OF 3-l' 24 GUAGE METAL STUDS STAGGERED* 24' O.G. WITH I' TYPES DRYWALL SCREWS 8' O.G. TO EDGE AND VERTICAL JOINTS AND 12' O.G. TO INTERMEDIATE STUDS. 3-1j' R-11 GLASS FIBER INSULATION IN CAVITY. TWO LAYERS '1{' GYPSUM WALLBOARD TYPE 'X' APPLIED TO INTERIOR SIDE OF V METAL STUDS. BASED ON UL DESIGN NO. U420 AND GYPSUM ASSOC. FIRE RESISTANCE MANUAL. SEE DETAIL 1 ON SHEET A-8. PLUMBINGHALL !42' HIGH) ONE LAYER }' GYPSUM WALLBOARD APPLIED TO EACH n C SIDE OF 6' METAL STUDS 16 IN O.G. WITH I' TYPE 5 DRYWALL SCREWS 8' O,G. TO EDGE AND VERTICAL JOINTS AND 12' O.G. TO INTERMEDIATE STUD. MINIMUM FIRE RESISTANCE OF WALLS, PARTITIONS AND OPENING PROTECTIVES WALLS' AND OPENING COMPONENT PARTITIONS PROTECTIVES SHAFT ENCLOSURES (STAIRWAYS* ELEVATORS) 2 Hr. 1-1/2 Hr. ALL REFUSE CHUTES 2 Hr. 1-1/2 Hr. REFUSE CHUTE ACCESS ROOMS I Hr. 3/4 Hr, REFUSE AND LAUNDRY CHUTE I Hr. 3/4 Hr. TERMINATION ROOMS OCCUPANCY SEPARATIONS (RESIDENTIAL) I Hr. 5/4 Hr- Life Ian Scale_ 1/8" = F-®" Rear Elalcony� 389 5F 46'-O' x 33'-4' Unit E 2756 5F y {h. 9•• •Mae A- W v4. PII Nv O o IV J m STAIR l 1 W. F Nb0 E REF P.y Life Softy Notes. - See sheet E-I for Fire 5prinker Notes, Fire Alarm, and Emergancy Power Notes. Life S f y ]Elan Ftm Want �� architect p.a. arthhWm•pWNng 4mhE¢;rP m: e. AWy �lwi"'""xe-krm axe"` a1oJc¢xene.eaonneaa 4ceanique Building A Highway A1A St. Lucie County, Florida agile. Sheet MF-601 Rev. 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R O o; 3 -8 w I— I — swr l — — I 5w1 11 < - r r Y _ - `.b ��u--�` b-3m1> �Or �N I r m 10 's- 'o ol, -0 ® a` w mz�_� mull I 1 I I I II N y ' to Qt Y U r m 0Lo I I I I I s I II lip N. 10 Am — N A = rh a zm 0 W PLAN In Ir N N -i mG, �@ cm;1-68 »� mz I> W E — +A 0 SIM " N m 0 m w r p+ a' �I S Ci 1w I 1-2 I I II M `®y N W A— u m 0 D� U ILO z u• cl cn V 0 _ w�{wy� \ r e— O m z 1 ® I y m m N I I i 1 I II - Zi a a m m "P rh ro swl Sryl Tf W - .01 � � a Io 0 'o II 7 m O v / f\ f\ . 12 /\\ff�� I a -Zi Z rl.I ff\\ff\ � y � �a I " 1'-16 1'-6 _ _.• -' _ ^' W ?> „ 17 f\/f ril \\\ m� — — — — m � �' � m J, Lo f m a--- Ym µ N O 0" Lo \ \ \ at I rn ff m A - g a O CD It m by I II a D -O n ,.bo % .� N I 1 X1 i) 1�y -0' r bN rrr m rn r�r D W m Hiy-ly `��b0'T7`d`UAC%1C%�C%lC%] m1 v��• oc�a t�w o�•4wcn&ca U rn 5 rrry _ _ N N_ w m u n c0 a 0? d` m E r r !T h 8` A . 0� m `9 0 0 I ba '0 b� Tti d H \' I' i i i a a n a J 7f rn 1 1 1 l o w_ 1 a d` @ @ °' 6� D z '@ ®O z N I I I O s e` m e 0 0 z nyZ�' t--� �'- Q. a a a = L WI- m N 1 I O N a 8 CP J-U \:� \v �I N X W W A W W W m-It -j, (] n �j �70 �'jtm�n0 DV A I I I P I I _ cA g i I — — — m �D1m��NnzW m�(l� r w m I w\ W N , a° ,��W I I ® ® gln A 'jmpG)m ?o-4 M m wDm 11 I I ( m mI O Fh--r�i $ �cOs 47�ir ��Wt�t�r1ii ZN z A ml r ( Tp •' N 44 t LA Z 3 _� 33 01>3 0x , mi O D`"zz�mj d>cnZr c cmif„� zC I ro - - 3N-qmJ� 30,—A]� -i— 2c ;E TI L4 c N 41 N N N I W J �, W N O �_ I I I I b Q� Cif m 3 z z m 3 u+ z Z v-1 D O C-1 GD b r ;tl m m. v+ 'z N -z O m t' $ Co 1 (1 3 m NN O C1 W 0 z � m� to� r=r- � { m z C Cn� t E 3-4 t7 m N m m m O m rn r�Opnrr c�pmr a( {m ()mC IZ3 Ll 3zN�m ��m Om O 0 m te�iy PE,�G� W� zoz Amon z I I I _I Zmm wDm 'i -+ I I �. 2'_0" Og 0 I I I I I I I I I 1 I I I II xi (1Or-p oz� t_�2,_ E_Eb� Xm EEO �mm r O a �j�tNZv-+� jNNC�D rn1m mw- Z" pZ Qi �p `zz c) b (l N M'H'H� m �tg omN oA ,I z A 0 m (1 Z b ,� cc rr MU22Am Ql4g26 �MFM1>iU m ?1 S * 25'-9n$'-3 " 4'-0 9 Ezz (Zrly (Z1 DY 0 4'-0' 4'-2 -1 4'-6" T-2" 4'- 19'-8" 28'-0" 36Nmd 3� �m NrBD r= r r='- p m Z N - 9_ 4" m0 I rn0}E cn m N m D DATE: JURY i1, 2003 REVISIONS 0!�IE-ld Al yQU� ANF rGERDING ENGINEERING CORPORATION 7 11 03 PERMIT ISSUE `✓'00 6 STRUCTURAL ENGINEERING 0 DESIGN: J. GERDING 760 NORTH DRIVE, SUITE g — c A MELBOURNE, FLORIDA 329@4 BTELEPHONE: 321 984 32% C> DRAWN: PM Fi +•+� -A FAX: 321 253 3123 PROJECT: #137502—A ��. — �.�.I� R� ��� '\� \; �T�, Ft�,�IA � dOSEPFd E. GERDING CA 730tY na rr: YE h:'ar � � 83 68 w< "'Y -ice°"D �b3 r p r- DEm� n L x zN�Lu DN� = 0Omf AZ 20 �c'n mc�n m � I— (Im T mn r D ao O Z m� IV4. Iy mop a 33. ^�^� �tlm Xb v rn m > W :2 0 I II N m 8 n mn co m m mN z 33 �L C m m cn m IFON AUD y -m z m z Z •' P O rn 0 n A cn r D 1 P c �.� W 1 . 9 A ul �. \ N 1 I 1 1 1 1 I I I I I I I I I t I I 48 B R DIA. LAP / aW m � TYPICAL \ rn n EEb �m 9 D r- ITT 4L zmE mW r m b m1 = r0=a r tn Cl b(pu�m Ir —i �G�J�S� p AD-4 p8N N N -I m � p L In> C1 -4 p i; Lrl `A4\ 0 1 \� 9� s t A \ Z M -1 N Gi Wi r m� m NW nD(1 3 +D �m< IN mD� WEIGHTr q" D m dTM (0)1 1* c m;� h rn i cAA► H x � � < o' to m k— �l9 Ab Ir-rA Lu A z3r Cl� r- �n 0 � m0 mz � n �� zU � nm � �3n ADm oar z ® 0 \ j`,\\ IN, \ IN IN IN cn IN m IN IN Il IN N IN IN, sf ° Oro AN°N o �(mo u an m tn�IDO'irt�i mW•nm ¢�2 NnmZ [nz(q ry__ mmbG�r�i Am']TT��I�L�tll SDm «w-.•_ i, -a .� �Wzm�l =GOIN�t 'f _II.. r T -�fl b O 3((pp3 m7� 3((�� 77j�� nmW Gl @ 9 n T O - ZItiCN Z Z11i N^ ZZ 7C. 3`.3�ifi 3 a� $pn z a a-1 c� 0-1 z �Omnmm Humm Nam l7 C) m m m m Q n D r pp p rn�Z�pm to �z�m TDm D r r D D= r 7C O ZrEEOOMr ZL EOM x 'm= + vNdno Vap3 mom rn NaA r 3 i 3pp N N Z r L mU r r r r bm����pp cc11���� Z V~m �I♦ amw � rn SjmF zz��cfin E2 � z m Z 3oNIn :1 NAN Q r E rpm " m0a 4`TO mDou SIN (p r N D i m vN III d 1 W I 1 I I .I 'I I I t I I 1 I 1 I O I I • I oi f7 O I , ti 1 r 1 i SWi 1 1 1 , ,I , , , 1 ,I I I i 1 I , I I I � � O 14 I 1 O m I I I I 1 I 1 1 z o O Q 1 I < C DATE: JULY i11, 2003 REVISIONS DESIGN: J. (GERDING 7/1 l03 PERMIT ISSUE DRAWN PMH PROJECT: #137502—A GGERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 760 NORTH DRIVE, SUITE E MELBOURNE, FLORIDA 320§4 TELEPHONE: 321 984 33§g 0 FAX: 321 253 3123 JOSEPH E. GERDING CA 7308 hmmiww J ■ Z 0 nl n r m z 0 0i D r m T� i V 1 C F(3 Pr=0 Zdm i mn� b OmU�OO SEE COL" DETAILS FOR TIE SPACING 14 tiLAP (SEE NOTE COL. SCHEDULE) m 0 mm m� O� On C r z4 m -+ = O (�P mz IV D - m� r" m n mAf (1 umm Oo m NmN M 6J D -4 c � W •n � z)q m = ^ 0m Z 0 rn m m-n C l l N (ril (P m N m� SEE COL" DETAILS FOR TIE SPACING pIBAR 36 OR EE Z � NOT ON LAP (SEE NOTE ON (l �4 1 COL. 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GERD;NG -7 11 03 PERMIT ISSUE DRAWN: PMH PROJECT: #137502-A OCEANIQUE OCEANFRONT BUILDING'A" ST. LUCIE COUNTY. FLORIDA '0 GERDING ENGINEERING CORPORATION V STRUCTURAL ENGINEERING 760 NORTH DRIVE, SUITE E MELBOURNE, FLORIDA 32934 TELEPHONE: 321 084 255 0 FAX: 321 253 312q JOSEPH E. GERDING CA 7308 DATE: 7�! 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GERDING 7/11 03 PERMIT ISSUE DRAWN: PMH PROJECT: #137502-A OCEANIQUE OCEANFRONT BUILDING "A" ST. LUCIE COUNTY, FLORIDA 0 GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEERING 780 NORTH DRIVE, SUITE E MELBOURNE, FLORIDA 32934 TELEPHONE: 321 944 3255 0 FAX: 321 253 �123 JOSEPH E. 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GERDING 7 11 03 PERMIT 1SS E DRAWN: PMH - - PROJECT: #137502-A — .N111III! llj� 10 L•IllEill lk.• .r*• BUILDING e -A" 1 GERDING ENGINEERING CORPORATION STRUCTURAL EN§INEERING 760 NORTH DRIVE, SUITE E MELBOURNE, FLORIDA 32934 TELEPHONE: 321 qQ4 3255 FAX: 321 253 3123 JOSEPH E. GERDING CA 7308 DATE: PE 42568 z O n i D r m n o D r r m zr s C3 D rR 0 Z m m T' (TYP.) dv -O �O D 33 0P O 0 _n z r m - - - / m O= rU NL -4n o0 Fm A b a0 DO k) m3 z� m� U r m zz 0 (pJ- Q n 3r0 UE Z ZO 4 D 3/4" CLEAR 34" CLEAR U.N.C. U.N.C. 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GERDING 7 1 1 /03 PERMIT ISSUE DRAWN: PMN [PROJECT: #137502-A E U m s (p m i -{ L_ N rnrn00 /W O m 0 r m, r m L J rn N r Um1 cn N v� -+ m I b 3 X i Xs c0 X- �' X X v; m D O a z Czl D T, z t7 I l m z 9 (P m 00 (P w m z )< -4 N_ c � D 0 b Cpm (P _r_I m NU3 Dz NU (p n04-J -n cc r Om Nm UUMli ra 'i zmm 0 0 (AAU D .-. Js 'gyp �i@ mr m " N 1 i m B Ix1 Z = D D CD O ...I OUT TO OUT TIE DEPTH " � MIN. m COVER,DEPTId > �/)� � y {Q N S! Z O 0 D r F9 O� I> N (P rz dz 0 Er r 0 xi D E x_ U (P � (0 _ A (P -{ -0 m ((P" xim O UT - A s0 (P0 mG) n(p Awm m tPO ()(Pr na D A b � m Nm da m Z ' VI m m -o mD >ca U) m 0 33 r�m mmn -n 0 0 M �n m 33 Z0 -n JJm - 1 O pry D � 1, m LAND INCs 3 3 m T N IT; OA A D� 0m r3 (P D UlT mm (A U c mr M NA d m -fl 1W w J\ CDyU B i d m U v ' v D D (!) 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GERDING CA 7306 DATE; % U143 PE 4.2568 0 r m m D D r r n Eo cp 0 N J r m m D D r I r m U) m D D r r An Aoj'oOg2uq r4i(D��zmO pm of 4MOg2 AmrmtlN-i C�A�'m� =()AD-'dm 1- -4M �"Wrm pi;4mmgm 2D'' 20 Dm Ey"u({nn vOZ �i Zl" �c:fla Zm mm 7 D 77r� d t1i71 7 3rmij3 z� 3m3mY ZZ 3-ii�MME �� fm�1R �„O n mZ SOr- bpGcinmmo I PCiuGn wE:G T-z EoEOogu2EgD2m= EEoDmMr 2A 62nz08 6N601 ~ DmM72OLv nAd�O� Um� =_Sjm-� 66zmzDE170��I 3dD m UUD mOz10 mOdE �' moa�,j 06g=_ v m m m r� u n 3� �_3" m M�v! rrf rn1 DU r m N mz ern= m ' m r�l fi N ITT m m m m m 3�- �3' 3 �3- 3� �3. 3 �3° 3� �33�• � Ve A M U m bA zm v z v rrr, Z tZP �rrrnn — a m m -, m Q m a w � m re 4D ED mz � � A A m D m a Z m Y A a tPZn��Pi® P� P� PPi� m rn Y r�i n m t�i Y m n m r^ J DV I" j"j M --I 5" 5" MAx. 6" MaX. m W r D rc, —� O A m m �(Zdrn� ODD Z o Do�A N4 A m" PL MLT> �rrr n m N i� �1 k p DATE: DULY 11, 2003 REVISIONS /11 03 PERMIT ISSUE DESIGN: J. GERDING DRAWN: PMH PROJECT: #137502-A i OCEANIQUE OCEANFRONT BUILDING `A` ST. LUCIE COUNTY, FLORIDA Q GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEI3RING e 760 NORTH DRIVE, SUITE E MELBOURNE, FLORIDA 32934 TELEPHONE: 321 984 3�55 FAX: 321 253 3123v JOSEPH E. GERDING CA 7308 D,4m -711103 PE 42568 N � N 1 N A" �Z (1 D��0 -� O '� (1pym 1 O �cnr�0 Ax o! g�(06=1m m� m m 'mpi pm €, m�D� p��- �-I U bN D"a _z 3�z1 Z� 3m_DcA — lm9Ogmhp 5gwmmE 09M nr pD Nn0U u (Pp? Tr"? (IOr�D� EEO2Zm EE�zm d�m cnp =p= r_m 0Z_E. 0, Ni�ZZ rLp bzpDm_ -HVRT� ��� mgjng pm� �m�pr�n�a DO'Zb zEZO(ZD1z OEvI`` 3oN �36nO'.' MO F r E r cNOgE D�V t v N m p DATE: JULY 11, 2003 REVISIONS l 0�� ANF GEROING ENGINEERING CORPORATION `0 7 1 1/03 PERMIT ISSUE t.•00 J �� STRUCTURAL ENGINEERING , O DESIGN: J. GERDlNG C CNI NORTH DRIVE, SU'E E ij MELELBOURNE, FLORIDA 934 TELEPHONE: 321 984 55 � w P M H L FAX: 321 253 312 DRAWN Goff— � . PROJECT: #137502-A ST. LUCIE COUNTY FLORIDA y dOSEPH E. CERDING [ ((�(j -PE 42u6fi .ew.u. 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D Ar z O 'mr v m m Q1 (�vs mOj �11 b• czD ° N- p�f(9��� N7Z(� �vv xa 3�� }�l� mzF r bb�A�r Ep wpm E.III ; m -0-<, AC ZOm m �v �: _O O m °O DA 3" �I,i(Z1�v2N m m rjnq ° D d m Au meal a v "' . ` ,. �� �� �m _ r mN ODD �Z < �i A m �° A� h�D D��� r D `� °~mAm oA• r 1 (r z m m O z z DDm �P r A m hZ mcnm r A°p w D� pZ ZD m m r Sao Azr:14 an 60 DATE: JULY 11, 2003 REVlSI�NS <� L� NDESIGN:J. GERDING 7/11/03 PERMIT ISSUE V �J 1. 1QUE �eUA � FON]12" DRAWN: PMH PROJECT: # 3zsG2-A -A N 17!l. 'A ST. LUCIE ,aDUNTY, FL13DIDA 9�® GERDING ENGINEERING CORPORATION STRUCTURAL ENGINEEMNG 760 NORTH DRIVE, SUITE Ig MELBOURNE, FLORIDA 3 0 4 TELEPHONE: 321 984 325t FAX: 321 253 3123 JOSEPH E. GERDING CA 7208