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HomeMy WebLinkAboutBUILDING FLOOR PLANP V 12 4/12 X 5-0' T&B (TYP. O EDGES OF ALL BALCONES) TYPICAL FL MAU- 118• - T-W 1.) COORDINATE: ALL DIMENSIONS WITH ARCHITECTURAL DRAWINi COMMENCING CONSTRUCTION. 2.) FLOOR SLAP! SHALL BE AN B" POST -TENSIONED CONCRETE FI WHERE SHOWN OTHERWISE). 3.) TENDON PROFILES ARE MEASURED FROM THE SLAB BOTTOM T TENDON. 4.) POST-TENSIDN FORCES SHOWN ON PLANS ARE FINAL EFFECT SUPPLIER SHALL INCREASE TENDON FORCES AS REQUIRED T LOSSES. 5.) SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS FO SYSTEM. 6.) REINFORCING BARS SHOWN ON PLANS AS SOLID LINES ARE SHOWN AS 'DASHED LINES ARE BOTTOM BARS, UNLESS SPECI OTHERWISE. 7.) ALL REINFORCING BARS THIS LEVEL SHALL BE #4'S, UNLE OTHERWISE7X10'0" INDICATES 7 BARS OF 10'0" LENGTH. 8.) REINFORCING BAR LENGTHS SHALL BE IN ACCORDANCE WITH SPECIFICALLY SHOWN OTHERWISE. • •l R FRAMING PLAN PRIOR TO 9.) - INDICATES IN -FILLED NON -LOAD BEARING B" MASONRY WALLS. GROUT TIGHT TO THE UNDERSIDE OF THE :.TRUCTURE ABOVE AFTER ALL SHORING IS REMOVED. T PLATE (EXCEPT 10.) CONCRETE COVER FOR REINFORCING B S WITH SLABS SHALL BE 3/4", EXCEPT AT EXTERIOR SLABS WHERE COVER SHALL BE 1". THE CENTER OF THE 11.) SEE SHEETS S-5 AND S-6 FOR SHEARW ILS. 4 E FORCES. THE 12.) L1 - INDICATES 1_60-1/2"x5/16 (LLV-DN) x 6'-0". ATTACH TO CONCRETE BEAM ACCOUNT FOR WITH (4) 5/8" DIAMETER HILTI KWIK BOLT II (MINIMUM EMBED 4-1/2") AT 1'-8' C/C. THE POST -TENSIONING SYSTEM. (*) - INDICATES A TYPICAL #4 HAIRPIN. HI,IRPINS, AS REQUIRED, ARE TO BE PROVIDED BY A P/T SPECIALTY ENGINEER AT CURVES IN TENDONS IP BARS AND BARS (TYPICAL THROUGHOUT THE FLOOR). CALLY SHOWN O - SUBSCRIPT "S" WITHIN COLUMN DESIGNATION SYMBOL INDICATES TO PROVIDE A SHEARHEAD AS PER DETAILS IN THIEF SHEET. SPECIFICALLY SHOWN 13.) LOCATION OF EACH P/T STRAND SHALL BE MARKED ON THE UNDERSIDE OF SLAB. SEE STRUCTURAL NOTES FOR DETAILS. ICI MINIMUMS, UNLESS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A DIMENSIONED SLEEVE/ FLOOR PENETRATION DRAWING FOR ALL TRADES, PRIOR TO PLACEMENT OF CONCRETE, FOR REVIEW AN APPROVAL OF THE ENGINEER. 14.) SEE STRUCTURAL NOTES AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 3Va"� 297K 297K 3V4ob-297K 351 K � 0 216K 1B9K AlVl.sl d rl �a *4 ADD. BARS T&B (TYPI USE TOP REINF. AT COL'S F LENGTH N EXCESS OF THAT INDICATED HERE #3 TIES ® 33Me"C/C " UPTO 2'-0" FROM FACE OF COLUMN (TYP) PLACE FRST SET 1 V2' AWAY FROM FACE OF COLUMN. ST. LUCIE COUNTY/ BUILDING DIVISION REVIEWED FOR CON PLIANC REVIEWED BY DATE PLANS AND PE MIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE SHEARHEAD DETAILS #3 TIES ® 3%"C/C UPTO 2'-0" FROM FACE OF COLUMN (TYP) PLACE FIRST SET 1 1/7 AWAY FROM FACE a= COLUMN #4 ADD. BARS T&B (TYPI USE TOP REW. AT COOS F LENGTH N EXCESS OF HAT INDICATED FERE. •4 ADDL BARS T&B (TYPI USE: TOP REN E AT COOS F LENGTH N EXCESS OF THAT NDI ;ATED HERE #3 TIES 0 331t"C/C UPTO 2'-0" FROM FACE OF COLUMN (TYP) PLACE FRST SET 1 V7 AWAY FROM FACE OF COLUMN #3 TIES 0 34i"C/C UPTO 2'-0" FROM FACE OF COLUMN GYP) PLACE FIRST SET 1 VT AWAY FROM FACE OF COLUMN. +4 ADDL BARS T9B M91 USE TOP RENF. AT COL'S F LENGTH N EXCESS OF THAT NDICATED HERE a4 #4 ADD. BARS T&B (TYPI USE TOP RE W. AT COL'S F #3 TES ®3 h"C/C LENGTH N EXCESS OF THAT UPTO 2'-0" FROM INDICATED HERE FACE OF COLUMN (TYP) PLACE FIRST SET 1 V7 AWAY FROM FACE OF COLUMN. O 7S vv AT EDGE CONDITION 00 NOTE t THESE DESIGN PLANS AND SPECFiCATIONS ARE N COMPLIANCE WITH TIE STANDARDS ESTABUSHED N SECTION 62B-33DO7, R.ORDA ADMNSTRATNE CODE 2 THE MAN WND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED N ACCORDANCE WITH ANSVASCE 7-95, MUM DESIGN LOADS FOR BU.DNGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A kffA)M BASIC WND SEED OF 145 MLES PER HOUR 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATE) NTO THE DESIGN AND SPECFICATKNNS N ACCORDANCE WITH ANSVASCE 7-9E, MINIMUM DESIGN LOADS FOR BULDNGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A M IN M1<UM BASK: WIND SPEED OF 145 MLES PER HOUR. REVISIONS 12/20/00 GENERAL REVISION 0 02/25/01-,IINF. LENGTH 12/11/01 CLARIFICATION D COPYRIGHT 2000 DOUGLAS ROOT ARC6=CTS. ALL RIGHTS RESERVED. o � � a l � w U W c) wx I� U O W � U 0 P, c� z *4 ADD. BARS T&B (TYP] C USE TOP RENF. AT COL'S F LENGTH N EXCESS OF THAT P NDICATFD FERE #3 TIES ®31L"C/C UPTO 2'-0" FROM FACE OF COLUMN (TYP) PLACE FIRST SET 1 1/7 AWAY FROM FACE OF COLUMN. ® G W < 1S [ r E 1V C 1 a• LR H f 1V4'OR 3/4' CLR SECTION A -A DRAWN REKHA AMERICAN CONSULTING CHECKED ENGINEERS COUNCIL RAKESH DATE 11/17/2000 mw�NJENKINS & SCALE 0"OLCHARLAND 1/8' a T-0' INCORPORATED conswting Engineers JOB NO. 3559 N.W. 53rd Street FORT LAUDERDALE, FL 33309 SHEET LIM 484-7777 TO TIE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED S . Z STRUCTURE DEPICTED ON THEE PLANS COMPLIES WITH THE APPLICABLE MINMUM BULDNG CODES. OF SIIeeT_S FL.E No. 00PTLI29 SHEARHEAD DETAILS 'm #3 TIES 0 336"C/C UPTO 2'-0" FROM FACE OF COLUMN (TYP) PLACE FIRST SET 1 V7 AWAY FROM FACE OF COLUMN. _ *4 ADDL BARS T&B 0YP1 USE TOP REINF. AT COIL'S F LENGTH N EXCESS OF THAT INDICATED HERE os�o *4 ADDL BARS T&B (TYPI USE TOP REW. AT COLS F iFNGTH N EXCESS OF THAT INDICATED HERE M41 #3 TIES ® 3N1"C/C UPTO 2'-0" FROM FACE OF COLUMN (TYP) PLACE FIRST SET 1 V7 AWAY FROM FACE OF COLUMN BS AT EDGE CONDITKA 04 ADD'L BARS T&B (TYPI USE TOP REPF. AT COIL'S F LENGTH N EXCESS OF THAT INDICATED FEES. #3 TIES 0 33Y"C/C UPTO 2'--0" FROM FACE OF COLUMN (TYP) PLACE FIRSTSET 1 V7 AWAY FROM FACE OF COLUMN 00 +4 ADDL BARS T&B RYP1 USE TOP REW. AT COIL'S F LENGTH N EXCESS OF THAT INDICATED HERE -#3 TIES 0 3%"C/C UPTO 2'-D" FROM FACE OF COLUMN (TYP) PLACE FIRST SEE 1 V7 AWAY FROM FACE OF COLUMN m/I 3/4' OR .- 1 V4' CLR 1 V4' OR 3/4' CLR SECTION B-B SEE TYPICAL SLAB OPENNC RENF. DETAIL THIS S!EET. *3 CLOSET) RIPS a 6'C/C OPENING 'IYPICAL AT 4 'ITAR LOCATIONS f� 8 ^T--. JACUZZI (TYP.) MAX. SIZE 6'W X 6'W X 7D _- i uO LPE OF SYMMETRY I U FOR WILDING $O I la O4 0 5/4 &B (TYP. e ALL SLAB C RNG,1 IV 14W F OPNG. ® 4/48B 1s•-o• 1� W-4' E '7 N 3S `� 4• 162K 6" 27K/FT 30K/FT N COOLING TOWER LOCATION III e • •. �_ ' LN • Q _. • , 1c10 ram!""•//mow �CEt.'r` -' Ifflod � �i • �/Y/i/I'i ••. � �\ • , ....•...••Di....:•A..h•.i •..i • • ^ � \', III' '•i �� ',i � III Od p0 ....•....L.•..•�••....-:•. �\C♦•.4.I�".� �] 'w�l nx_:::::::sxee::::_'!9�p�\N��p� 'Ia•a�Imm— l7�;. v 'I 4/4TXBd AT T l B AT BALCOW EDGES WIIH (7d111-3 CLOSFD STRRUP) O 6'C/C AT OPENING NOTE: t THESE DESIGN PLANS AND SPECFICAiIONS ARE N COMPLIANCE WITH THE STANDARDS ESTABLISHED N SECTION 628-33.007, FLORIDA ADMI43TRATTVE CODE 2 THE MAN WIND -FORCE RESISTING SY''iTEM HAS BEEN DESIGNS) N ACCORDANCE WITH ANSVASCE 7-% MN" DB:,N LOADS FOR BULDNGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MNIMIM BASK: WIND SPEED OF US :TEES PER HOUR. 3- THE COMPONENTS AND CLADDING IIAVE BEEN SELECTED AN) THEIR USE INCORPORATED INTO THE DESIGN AID SPECIFICATIONS N ACCORDANCE WITH ANSVASCE 7-% M I1& IM DESIGN LC)ADS FOR BU-DNGS AN) OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WINED LOADS ASSOCIATED WITH A MI III BASK: WIND SPEED OF 145 MISS PER HOUR 0 Af 6 8' X 4' UM CONIC. TE S 7 BEAM WITH 065 T&B CONT. (TYPJ SEE TYPICAL DETAILS SHEET FOR COW I I I � I wloxn I I � LOCATION TO I I I +137 5 WITHT/CONC. I SLAB NCO . MANUF3 II I I LIGHT GAUGE I I I I ROOF FRAMING I I I I BY OTHER& �� — — — — J L — — — J / HIGH ROOF FRAMING PLAN SCAL B 1/8• - T-0' T/GONG. SLAB 4 243K r� 270K L4x4xV4 VIM 5/8' DUl RAWL STUNS O 7C/C (MN. EMBED. 4) (TYP. EACH SIDE) AM p.❖...❖. p:...❖:•:.•:...❖, ,• r WITH Y 26 fiMTB-t 8' X 17 CONC. TE BEAM WITH 066 TBB CONT. MTB-Z 8' X 16' CONC. TE BEAM WITH OP6 T&B CONE. 8' X 16' CONC. TE 351K COL W/ (05 VERT. & STD BEAMS BY DBL •3 TES o 17C/C BJ V. MANUFACTURER S CONC. SLAB (SECONDARY POUR WITH 4/12T&B ( ) A¢D 4/BT&B ( I / ELEVATOR EQUIPMENT ROOM FRAMING PLAN SCAL v VS' - T-0' 364 MA. OPW'. CE M&D - — - ON STAR BELOW. r 432K — — (7J 4/4T GYPJ 4" 0 4/48 (TYPJ n 4 216K i I I +126'-3' T/CONC. STAB 5' CONC. SLAB w/ 4/T2B EACH WAY )� 8' X 17 CONIC. TE BEAM o WITH MP6 T&B CONT. (TYPJ 1 6 NOS +�•$• 12 7 s-7 PROVIDE 114' SEPARATION T/GONG. SLAB BETWEEN TOP OF CONC. 5 8 S 7 SLAB AND RB-1 THRU 4, 1j) ROOF FRAMING PLAN SCAL B 1/8' - T-W 1.) COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS H'PiOR TO 10 ) CO C I \_ 189K CONCRETE BEAM REINFORCEMENT DETAIL N RETE COVER FOR REINFORCING BAR W TH SLABS SHALL BE 3/4 EXCEPT AT AT SCUPPER OPENINGS (TYP. 2 LOCATIONS)) COMMENCING CONSTRUCTION. EXTERIOR SLABS WHERE COVER SHALL E 1".o 2.) FLOOR SLAB SHALL BE AN 8 POST -TENSIONED CONCRETE FLAT PLATE (EXCEPT 11.) SEE SHEETS S-5 AND S-6 FOR SHEARWALL AILS 4 WHERE SHOWN OTHERWISE). 3.) TENDON PROFILES ARE MEASURED FROM THE SLAB BOTTOM TO TIME CENTER OF 12•) L1 - INDICATES L6x3-1/2"x5/16 (LLV-DN) x 6'-0". ATTACH TO CONCRETE BEAM WITH (4) 5/8' DIAMETER HILTI KWIK BOLT II (MINIMUM EMBED 4-1/2") AT THE TENDON. 1'-8' C/C. 4 a� POST -TENSION FORCES SHOWN ON PLANS ARE FINAL EFFECTIVE FORCES. THE INDICATES A TYPICAL #4 HAIRPIN. HAIRPINS, AS REQUIRED, ARE TO BE (12+3 TES o B'C/C SUPPLIER SHALL INCREASE TENDON FORCES AS REQUIRED TO ACCOUNT FOR PROVIDED BY A P/T SPECIALTY ENGINEER AT CURVES IN TENDONS CENTERED ON LOSSES. (TYPICAL THROUGHOUT THE FLOOR). SKYLIGHT OPNG. 5.) SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS FOR THE POST - TENSIONING SYSTEM. O - SUBSCRIPT "S" WITHIN COLUMN DESIGNATION SYMBOL INDICATES TO PROVIDE 6.) REINFORCING BARS SHOWN ON PLANS AS SOLID LINES ARE TOP BARS AND BARS A SHEARHEAD AS PER DETAILS THIS SHEET. SHOWN AS DASHED LINES ARE BOTTOM BARS, UNLESS SPECIFICALLY SHOWN OTHERWISE. 13.) LOCATION OF EACH P/T STRAND SHALL BE MARKED ON THE UNDERSIDE OF SLAB. SEE ` STRUCTURAL NOTES FOR DETAILS. S�Cl1QN A- 7.) ALL REINFORCING BARS THIS LEVEL SHALL BE #4'S, UNLESS SPECIFICALLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A DIMENSIONED SLEEVE/ SHOWN OTHERWISE. FLOOR PENETRATION DRAWING FOR ALL TRADES, PRIOR TO PLACEMENT OF CONCRETE, FOR B.) REINFORCING BAR LENGTHS SHALL BE IN ACCORDANCE WITH ACI MINIMUMS, REVIEW AN APPROVAL OF THE ENGINEER. /1��1J loll UNLESS SPECIFICALLY SHOWN OTHERWISE. 14.) SEE STRUCTURAL NOTES AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL 9•) mmDt - INDICATES IN -FILLED NON-LDAD BEARING B" MASONRY WALLS. ST. LUCIE OUNTY INFORMATION. C GROUT TIGHT TO THE UNDERSIDE OF THE STRUCTURE_ :HOVE AFTER BUILDING DIVISION ALL SHORING IS REMOVED. REVIEWED =7 - INDICATES 5'-0" HIGH Be MASONRY WALL. SEE SECTIONS FOR DETAILS. FOR COMPUAN REVIEWED BY INDICATES AN 8" LOAD BEARING MASONRY WALL. SEE SECTIONS DATE — FOR DETAILS. P NTAND PERMIT MUST BE KEPT ON JOB OR INDICATES 10" THICK SLAB. NO INSPECTION WILL BE MADE AMERICAN CONSULTING ENGINEERS COUNCIL JENKINS & CHARLHARLAND INCORPORATED 6'.E Consulting Engineers 3559 N.W. 53rd Street FORT LAUDERDALE, FL 33309 MM 484-7777 TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED 9 STRUCTURE DEPICTED ON THESE / �' PLANS COMRJES WITH THE /// � ��/ APPUCP.BLE MNlvt<.4d BUILDING CODES FILE No. OOFTL129 REVISIONS ----•— ® 02/26/01 REIMF. LENGTH 12/11/01 CLARIFICATION - 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. � w A I—_q p i u ®� W DRAWN REKHA CHECKED RAKESH DATE 11/17/2000 _ SCALE 1/8' - T-0' T419 B: S17FET S-3 OF SHEETS FD. D.N.R. MONUMENT 94 77 L-30 N. 1149902.4148 E. 726534 8254 7 ELEV. 5,73' (N.GV.D. '29) v �IIIIl� I0 �s� Cry q A Y LUU� Ste County Public Works 1 rn 1 EXIST, WOOD FENCE WITH GATE FD. 3"xS' C:.M, THE SANDS ON THE OCEAN I SAN. LIFT STATION TO BE PLACED UNDER GROUND AND FENCE TO BE REMOVED '49'02" L = 00'23'34" R = 2814.93' L = 19.30' PREVIOUS. NEW COASTAL CONSTRUCTION'S COASTAL CONSTRUCTION CONTROL LINE EFFECTIVE CONTROL LINE SEPT '15 1988 AS RECORDED (P.B. 19: PG-.8). IN PLAT BOOK 26, PG'S. 26A-261 ST. LUCIE COUNTY, FLA. ST. LUCIE COUNTY, FLA, r 1 SET FD. 4"x4" C.M 1 0,50' N. 11 \ I � I)I I L�h 38 34' LL 6G 15.25'_ 9.OD' m w s T. O 2S0' 1 o t 1 1 N 10:4T HIGH RISE pp C:ONDCDMINIUM BUILDING \0.6T p GROUND FLOOR EL-10, 50 n trl FIRST LIVING FLOOR EL 2'- 70 :f 1 ( u-bER CR nFsTau cYio,v 1 10.67' 2 50' L 7.08' I �. CL µ goo. r �' r 7i G p! \yN _ 355.79' SET N 89*49'02" W eta: -�--}" -------_---- _—..- `t ��DAC;FFLUNI ➢ PREVENTERS CARPORTS E AD \ ) w THE ATRIUM ON THE OCEAN FD. D.N.R. MONUMENT F�oD 2'0 H C \ 94 7 A-29 CDEPf N. 114 '480.9501 E 72718".2934 7 N 4 ELE4'. 7.h-;' (N.G.V.D. '29,,� I .,IT 1\ 726,68' _ O FIRE HYDRANT iy Dp re �EAp.H eEEV ' T E D. I.R.C. S 3333 6 " s �n 721.11' DUNE WALKOVER WITH GAZEBO LEGAL DESCRIPTION E � ➢ �13 ACT 0, CO AL COVE BEACH, SECTIOM1i CiN A Ci�i�iNB TO Tff ' LaT rH i Oi+l ILE iN TH OF`F(C OF THE CLERK OF THE �o CIRCUIT COURT IN AND FOR ST LUCIE COUNTY, FLORIDA RECORDED IN PLAT BOOK 11, PAGE 30A, SAIL) LANDS SIRUATE LYING `1 i IN ST. LUCIE-OLINTY, FLORIDA. 11 TOGETHER WI H: ALL THAT PART OF GOVERNMENT LOTS 3 AND 4, SECTION 25, .TOWNSHIP 34 SOUTH, RANGE 40 EAST, LYING EAST OF THE EAST LINE OF TRACT "0" OF CORAL COVE BEACH SECTION ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOGIE 11, A \` PAGES 30A AND 30B OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY FLORIDA, LYING WEST OF THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN AS IT EXISTS FROM TIME RO TIME, AND LYING zOUH I OF THE NORTH LINE OF TRACT O OF CORAL COVE \ / BEACH SECTI N ONE AS EXTENTED EAST FROM ITS INTERSECTION WITH THE EAST LINE OF SAID TRACT "0" ALONG ITS SAME } BEARING TO HE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN, AND LYING NORTH OF THE SOUTH LINE OF TRACT "0" AS EXTENDED EAST FROM ITS INTERSECTION WITH THE EAST LINE OF TRACT °0" ALONG ITS SAME BEARING TO THE MEAN HIGH �A WATER LINE OF THE ATLANTIC OCEAN, SURVEYQR NOTES: ALLEN E. BECK, INC. SETS A STANDARD MARPTR OF A 1/2" IRON ROD AND A CAP MARKED LS 6790 AT ALL CORNERS, UNLESS OTNERMSE NOTED HEREON. SAID CORNER IS SHOWN AS - 0 AND FIELD SURVEYED ON 12--24-98 BASIS OF BEARINGS/ANGLES BEING THE -LENTER LINE OF STATE ROAD A-1-A — PER RECORD PLAT. ABRf 41ATIONJ 'FD - FOUND J- - OVERHF.AO UTILITv (R) RADIAL W 0. D WATER METER (C) -CALCULATED 2 POWEN POLE M) - MEASURED J P 0 UTI II � PE'DE STAIN D) - DEED OR DESCRIPTION ® r WELL UN R) =UNREADABLE `Y' - SATELLITE DISH I R C. - IRON ROD & rAP (L CFN ERUNE. C P C x IRON PIPE & {'A a DELTA PC - POINT F CURVATURE L. = LENGTH PT. = POINT OF TANGENCY - P - RADITIS P R.0 - POINT OF REVERSE CURVATURE Ned./T NAIL AND DISC/TAB PC.0 - POINT OF COMPOUND CURVATURE, R/A -• RIGHT OF-WA'I P-C,P - PERMAMEN CONTROL POINT' a - ELE.TR TRANSFORMER D./U.E - OPAINAGE &'OR UTILITY EASEMENT E,'P = EDGE. OF PAVEMENT DUNE WALKOVER SET 1 `\ D 11 y m 10 r. C^ t` cl T 'I >1 \ w 11 \ Lb 3690 ALLEN E. BECK, INC. GOES. NOT GUARANTEE (iP ASSUME ANY 11461, 11 rpT• . EASEMENT, FIGHT —OF —WA). SF BA':R S. RE3ERvAW,TN, PE 'RI_ I`)r, OR' SIMILAR MATTERS NOT SHOWN OR REFERRED TO DN THE FLAT, OP PH FN ,11:A;,• VISIBLE'. ON SITE THIS SIJRdEY WAS PREPARED WITHOUT BENIIET "IF enSTR n�; TITLE AND AL:. MATTERS C, "TITLE SHOULD BE. REFERRED TO AN ATTORNF THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JURISDICTIONAL AREAS. 'WETLANDS, AND UNDERGROUND U Il TF'i> IF AN, HAVE NOT BEEN LOCATED, OTHER THAN SHOWN. THIS SURVEY IS FOR THE USE OF THE PARTIES SPECIFICA 1 IL T t HEREON AND NO OTHERS ACCORDING (+ THE. FEDERAL EMERCENC)' MANAGEMENT ASSOCA"ION (IEVA) FLOOD INSURANCE RATE MAPS, THIS PROPERT, LIES IN FLOOD ZONE SEE. DRAWNI, COMMUNITY PANEL M-_:2,_028.5 {118I .J ___.-_DATED_11-14_-92 BASE ELEVATION SEEE DRAWWG 'P.2'PZ1oz vvL SURF 'N SAND PROPERTIES, INC. BOUNDARY SURVEY CERTIFIED TO: REVISIONS SURF 'N SAND PROPERTIES. INC. FOUNDATION TIE-IN nrp COMMOMWEALTH LAND TITLE INSURANCE 2OMPANI fFE"S 9-pb•Of JONAS & LASTOPTE --_ M+f. WLL �., s'uv YOR's CERTIFICATE ALLEN E. BECK, INC.* HEREBI EilIF? TO THE BEST OF MY BELIEF THAT sFllj SURVEE IS TRUE AND ACCURATE. AMC) THIS PROFESSIONAL LAND SURVEYOR FsJRVEY MI E S. THE MINIMUM TECHNICAL STANDARDS 608 SW. BAYSHORE BLVD. FOR S IR C,fkG AS; RER CHAPTER 6IC17-6 OF THE PORT ST. LUCIE, FLORIDA 34983 F.n -S eJEUT To A<t NOTES AND NOTATIONS (561) 340-1432 LB 679E 5HGWIN HEREON., 9- 06-0/ SCALE I„ = SU- JOB NO C)1-`b 46 Si,LEN E'- PECK S M. w3E:90 DATE F.B. SL-97 /SL-98 PAGE -38&54 /3&4 e 000 DOUGLA.S ROOT ARCHITECTS ARCHITECTURE PLANNING DESIGN BOCA RATON, FLORIDA N. PALM BEACH, FLORIDA (561)367-1505 (561)630-9966 INDEX OF DRAWINGS: SCHULKE, BITTLE & STODDARD, L.L.C. (561) 770-9622 DOUGLAS ROOT ARCHITECTS (561) 367-1505 JENKINS & CHARLAND INC. CIVIL : ARCHITECTURAL : STRUCTURAL : 1 A000 COVER SHEET / INDEX OF DRAWINGS S-1 FOUNDATION & GROUND FLOOR PLAN 2 SP-1 SITE PLAN S-2 TYPICAL FLOOR FRAMING PLAN 3 Al01 FIRST FLOOR PLAN S-3 ROOF FRAMING PLAN 4 Al02 TYPICAL FLOOR PLAN S-4 PORTE COCHERE CANOPY FRAMING PLAN 5 Al03 PENTHOUSE PLAN S-5 SHEARWALL ELEVATIONS A104 ROOF PLAN S-6 SHEARWALL ELEVATIONS A105 GARAGES S-7 SECTIONS A106 CABANA S-8 SECTIONS / STAIR SECTION A107 SIGN WALL S-9 COLUMN SCHEDULE A108 FIRST FLOOR REF. CLG. PLAN S-10 RILE CAP DETAILS A109 CARPORT STRUCTURE S-11 TYPICAL DETAILS A110 OCEAN DUNE WALKWAY - SITE PLAN & ELEVATIONS S-12 STRUCTURAL NOTES / SCHEDULES A111 OCEAN DUNE WALKWAY - FRAMING PLAN & SECTION A112 OCEAN DUNE WALKWAY - GAZEBO SEC ON1MQ"Fiz�SS�+R�.S A201 WEST ELEVATION A202 EAST ELEVATION A203 NORTH ELEVATION A204 SOUTH ELEVATION A205 BUILDING SECTION A206 BUILDING SECTION A301 UNIT "A" TYP. FLOORS 1/4" A302 UNIT "B" TYP. FLOORS 1/4" A303 UNIT "C" TYP. FLOORS 1/4" A304 UNIT "D" TYP. FLOORS 1/4" A305 UNIT "A" PENTHOUSE 1/4" A306 UNIT "B" PENTHOUSE 1/4" A307 UNIT "C" PENTHOUSE 1/4" A308 UNIT "D" PENTHOUSE 1/4" A309 FIRST FLOOR LOBBY, STAIRS & ELEVATORS 1/4" A310 FIRST FLOOR RESTROOMS / LOCKERS BAR 1/4" A311 TYPICAL FLOORS STAIRS & ELEVATORS 1/4" A401 WALL SECTIONS A402 WALL SECTIONS A403 WALL SECTIONS A404 WALL SECTIONS A405 WALL SECTIONS A406 WALL SECTIONS A407 WALL SECTIONS A408 WALL SECTIONS A409 WALL SECTIONS A501 DETAILS / WALL TYPES A502 DETAILS A503 DETAILS (954) 484-7777 O.C.I. ASSOCIATES INC. (407) 332-5110 M.E.P. : P201 FOUNDATION PLUMBING PLAN P202 FIRST FLOOR PLUMBING PLAN P203 TYPICAL FLOOR PLUMBING PLAN P204 PLUMBING ROOF PLAN P301 PLUMBING FLOOR PLAN - UNITS A,D & B,C P302 PLUMBING FLOOR PLAN - PENTHOUSE UNITS A,D & B,C P401 PLUMBING RISERS P402 PLUMBING RISERS P403 DOMESTIC WATER RISERS P501 PLUMBING FIXTURE SCHEDULE M201 FIRST FLOOR H.V.A.C. PLAN M202 TYPICAL FLOOR H.V.A.C. PLAN M203 PENTHOUSE FLOOR H.V.A.C. PLAN M204 H.V.A.C. ROOF PLAN M301 H.V.A.C. FLOOR PLAN - UNITS A,O & B,C M302 H.V.A.C. FLOOR PLAN -PENTHOUSE UNITS A,D & B,C M401 TOWER WATER RISER DIAGRAM M501 DETAILS M601 SCHEDULES E101 ELECTRICAL SITE PLAN E201 FIRST FLOOR LIGHTING PLAN E202 FIRST FLOOR POWER & SYSTEMS PLAN E203 ELECTRICAL ROOF PLAN E301 ELECTRICAL FLOOR PLAN - COMMON AREA E302 ELECTRICAL FLOOR PLAN - UNITS A & D E303 ELECTRICAL FLOOR PLAN - UNITS B & C E304 ELECTRICAL FLOOR PLAN - PENTHOUSES A & D E305 ELECTRICAL FLOOR PLAN - PENTHOUSES B & C E401 ELECTRICAL RISER E402 FIRE ALARM, TELEPHONE & TV RISER E601 PANELS E602 FIXTURE SCHEDULES F201 FIRST FLOOR FIRE PROTECTION PLAN F202 TYPICAL FLOOR FIRE PROTECTION PLAN F203 PENTHOUSE FIRE PROTECTION PLAN F204 PLUMBING ROOF PLAN A. S. COOK LANDSCAPE ARCHITECTURE/PLANNING (561) 283-6972 ST. LUCIE COUNTY ,. LANDSCAPE ,. FIRE DISTRICT L—t LANDSCAPE PLAN REVIEWED FOR COMPLIANCE AND SUBJUCT TO FINAL FIELD INSPECTION $Y�'E.� / SEE ATTACHED REVISION SHEET 2400 Rhode Island Ave. Tel: (561) 462-2312 Ft. Pierce, FL 34950 Fax: (561) 462-2323 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR Co! LI REVIEWED BY DATE PtANg-AND PE MIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE FES 8 2DD1 11/30/2000 JOB NO. 00053 A.000 OVER SHEET FD. D.N.R. MONUMENT 94 77 L-30 N. 1149902.4148 E. 726534.8254 ELEV. 5.73' (N.G.V.D. '29) NORTH PROPERTY LINE y PROPOSED C. WALK & STR PING lsss' 51.81 70 mL 07 SET 5Zp YI 50,06 REO'DEp1 ' EDSS R S F.) (352 z 9• n 4 r ,AD YA 4 7 9 I LP Z 7� A L rLL f0 7 pLn L y (G m PROPOSED CHAIN LINK FENCE 4'-4" WALK PEDESTRIAN — 5' EASEMENT VIEW A -A NOT TO SCALE PROPOSED 3. 0' C.B.S./STUCCO WALL BEATWEEN HNDRAIL PROPOSED GATE 7" 3,5' —, AT WEST END OF EASEMENT NORTH PROPERTY DUNE WALKOVER WEST END OF WALL 4' HIGH x 25' LONG LINE & REMAINDER OF WALL 6' HIGH TO PREVIOUS COASTAL CONSTRUCTION CONTROL LINE PEDESTRIAN 5' EASEMENT TRACT ''R" 0 I GARAGE A r� THE SANDS ON THE OCEAN ZONING-HIRD LAND USE-RM , iH E SAN. LIFT STATION TO BE PLACED n UNDER GROUND AND FENCE TO BE REMOVED EXISTING PALIA TREES (TYP) � FD. 3"x3" C.M. — — — — — — — — — — _EXIST. PAVED 0°23'34' 2814.93' L - 19,30' 2 { , N A, a y Z � b! O V 1 i D' 9 0 30 0 0 i $? f f 0_ 7 6 ; p Fa f 3 & i 10.0, 'PROPOSED PR POS D CAR WASH 06 I AREA 1 2 3 4 5 6 7 Q PROPOSED WALK z9 m z V1 A Dc 1V LANDSCAPE INFRIN MENT (232 S.F. VIEW B-B NOT TO SCALE TH SANDS ON THE OCEAN [1600.001 9 1 10 1 11 1 121 1 14 1 1511 16 PROPOSED DRIVE ©©0©0000m�� NEW COASTAL CONSTRUCTION CONTROL LINE EFFECTIVE SEPT. 15, 1988 AS RECORDED IN PLAT BOOK 26, PG'S. 26A-261 ST. LUCIE COUNTY, FLA. 20' 12 13 14 15 16 17 18 19 20 21 22 33.00 30" OVER ANG (TYP) $ 8 PROPOSED DRIVE16 PROPOSED N PROPERTY OWNER SURF N-SAND, INC. PROJECT NAME : THE ATRIUM ON THE OCEAN II LOCATION NORTH HUTCHINSON ISLAND ZONING : HIRD LAND USE RM UTILITIES ELECTRIC FPL WATER SLCUSD (ST. LUCIE COUNTY) SEWER SLCUSD ST. LUCIE COUNTY) MIN. BUILDING SETBACK- 10' SIDE 25' FRONT PREVIOUS COASTAL CONSTRUCTION CONTROL LINE (P.B. 19, PG. 8) ST. LUCIE COUNTY, FLA. SITE DATA SO. FT. AREA ACRES PERCENT COVERAGE TOTAL AREA : 218,250 5.01 100 IMPERVIOUS AREA BUILDING : CONDOMINIUM 11,220 GARAGES (2) 12,302 CABANA: 303 CARPORT: 2.810 TOTAL BUILDINGS : 28,835 12 OTHER IMPERVIOUS POOL & SPA : 840 TENNIS COURT : 7.200 PAVEMENT & WALK 41,172 TOTAL OTHER IMPERVIOUS 49,212 23 TOTAL IMPERVIOUS 75.847 1.74 35 PERVIOUS AREA : RETENTION AREA 5,380 OTHER OPEN SPACE : 137,023 TOTAL PERVIOUS 142,403 3.27 65 EXIST DUNE WALKOVER 721,11' F 4"x4" C.M 0. 0' N. NOTE: ALL DRIVEWAYS, SIDEWALKS, OR OTHER PAVED AREA EAST OF THE NEW C.C.C.L. SHALL BE CONSTRUCTED OF PAVER BRICK, WOOD PLANKS, FRANGIBLE ASPHALT 'ASPHALT TYPE FC-2" OR OTHER APPROVED FRANGIBLE MATERIALS. ANY DUNE VEGETATION DAMAGED OR DESTROYED DURING THE CONSTRUCTION OF THE BEACH DUNE CROSSOVER WILL BE REQUIRED TO BE REPLACED WITH THE SAME SPECIES OR OTHER NATIVE DUNE VEGETATION. PROPOSED FIRE SPRINKU / STAND PIPE FlRE ACCESS sTABuzEO CRASS 71.56' n p0 15.25'� 9.00' �' U 8 (TYP) r^ A� m (10) -LL A, cNJ 10.6Y 12' - 109.W' 00 0.67' o > \00, �N (\NG �j\A� ��I��l PROPOSED PORTE-COCHER n n PROPOSED 12 STORY HIGH RISE x 0, WITH 14' CONDOMINIUM BUILDING 8 0 PROPOSED DRY VERTICAL CLEA ANCE FFE=10.50 S �0 RETENTION AREA ADDRESS N 3000 c4 1o.6Y WE 7s ACY TYP (10') 10 2.50' PROPOSED CALL BOX 7.08, PROPOSED $ WALK PROPOSED O n PROPOSED DRIVE T r r ACT Q 9.00' re 14 14 IQ O SPA 1�138.34' wi 15.25f 71.53' h� 133.00 b FIRE ACCESS STABUZED GRA v 53.32 U b 7G.p. 51.94' 17.22' SET eo BACKFLOW PREVENTERS f N OO 0 y n 7 7 23 24 25 26 27 28 29 30 31 3 33 2 9' OP SED GARA E �{ 36 37 38 39 40 41 42 43 44 133.00 b a TEMP. CONS'T. � MOBIL OFFlCE f so' PROPOSED DRIVE C) V N M 80' — 355.79' b 282.45'1 C N 89°49'02' W Z FD. D.N.R. MONUMENT 94 77 A-29 7 N. 1147480.9501 y E. 727185.2934 ` ELEV, 7.65' (N.G.V,D. '29) CARPORTS THE ATRIUM ON THE OCEAN ZONING—HIRD LAND USE—RM O° 4 Qe- PROPOSED DRY oROPOSaD RETENTION AREA CABANA PROPOSED DRY RETENTION ARE 10.0' a.,. 726,68' HYDRANT b Y 00 TRACT 'P' THE ATRIUM ON THE OCEAN LEGAL DESCRIPTI❑N TRACT Q, CORAL COVE BEACH, SECTION ONE, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK'uF THE CIRCUIT COURT IN AND FOR ST. LUCIE COUNTY, FLORIDA RECORDED IN PLAT BOOK 11, PAGE 30A, SAID LANDS SIRUATE LYING IN ST. LUCIE COUNTY, FLORIDA, TOGETHER WITH, ALL THAT PART OF GOVERNMENT LOTS 3 ND 4, SECTION 25, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LYING EAST OF THE EAST LINE OF TRACT '0' OF CORAL COVE BEAC SECTION ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGES 30A AND 30D OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING WEST OF THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN AS IT EXISTS FROM TIME RO TIME, AND LYING SOUHT OF THE NORTH LINE OF TRACT 'Q' OF CORAL COVE BEACH SECTION ONE AS EXTENTED EAST FROM ITS INTERSECTION WITH THE EAST LINE OF SAID TRACT 'Q' ALONG ITS SAME BEARING TO THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN, AND LYING NORTH OF THE SOUTH LINE OF TRACT 'Q' AS - EXTENDED EAST FROM ITS INTERSECTION ITH THE EAST LINE [IF TRACT 'Q' ALONG ITS SAME BEARING TO THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN. EDGE OF DUNE EAST LIMITS OF CORAL COVE BEACH P.B. 11, PG. 30A FD.11.R.C. LS 3333 PROPOSED DUNE WALKOVER SET PARKING CALCULATIONS NO. DWELLING UNITS - 44 PARKING REQUIRED - 44 x 2 - 88 SPACES (4 HC) COVERED PARKING PROVIDED - 67 SPACES OPEN PARKING PROVIDED - 30 SPACES TOTAL PARKING PROVIDED - 97 SPACES (SPACES) BUILDING DATA: NO. DWELLING UNITS - 44 NO. BEDROOMS/UNITS - 3 TOTAL BEDROOMS - 132 NO. STORIES - 12 CONDO PLAN AREA - 12,520 S.F. HEIGHT - 113.25 FT. DENSITY - 8.80 DWELLING UNITS/ ACRE BUILDING SPACE FORMULA: D- P-2H)/4 - 109.5+2x113.25/4 - 84' SIDE - (132+2013.25/4 - 90' FRONT - (135+2013.25/4 - 90' REAR ',li _T64ff IHSL�F3 DRAINAGE SYSTEM WALL CONSIST OF A 100% DRY RETENTION OF THE 100 YEAR 1 DAY STORM BY MEANS OF A DRY RETENTION AREA SUPPLEMENTED WITH EXFILTRATION IF NEEDED. DEVELOPMENT SCHEDULE: BEGIN CONSTRUCTION: NOVEMBER. 2000 COMPLETE CONSTRUCTION JANUARY, 2001 TOP OF DUNE G❑WT LOT 3& 4 N 1 N LA N PROPOSED DUNE WALKOVER WITH GAZEBO 229.13' FD. I.R.C. LS 3690 SURVEYOR NOTES' ALLEN E. BECK, INC. SETS A STANDARD MARKER OF A 1/2- IRON ROD AND A CAP MARKED LB 8790 AT ALL CORNERS. UNLESS OTHERWISE NOTED HEREON. SAID CORNER IS SHOWN AS - • AND FIELD SURVEYED ON 12-24-98 BASIS OF BEARINGS/ANGLES BEING THE CENTER LINE OF STATE ROAD A-1-A PER RECORD PLAT. ABREVIATIONS: ED. - FOUND -///- -OVERHEAD UTILITY RJ - RADIAL W.M. ❑ - WATER METER C - CALCULATED 0 - POWER POLE M - MEASURED U.P. 0 - UTILITY PEDESTAL 0 - DEED OR DESCRIPTION 0 - WELL UN-R) - UNREADABLE CP - SATELLITE DISH I.R.C. - IRON ROD & CAP It - CENTERUNE I.P.C. - IRON PIPE & CAP A - DELTA P.C. - POINT OF CURVATURE L - LENGTH P.T. - POINT OF TANGENCY R - RADIUS P.R.C. - POINT OF REVERSE CURVATURE N&D/T - NAIL AND DISC/TAB P.C.C. - POINT OF COMPOUND CURVATURE R/W - RIGHT-OF-WAY P.C.P. - PERMAMENT CONTROL POINT ® - ELECTRIC TRANSFORMER D./U.E. - DRAINAGE &/OR UTILITY EASEMENT E/P - EDGE OF PAVEMENT - LIGHT ALLEN E. BECK, INC. DOES NOT GUARANTEE OR ASSUME ANY LIABILITY FOR ANY EASEMENT, RIGHT-OF-WAY, SETBACKS RESERVATION, RESTRICTION ,OR SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PLAT, OR PHYSICALLY VISIBLE ON SITE. THIS SURVEY WAS PREPARED WITHOUT BENIFIT OF ABSTRACT TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY. THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JURISDICTIONAL AREAS, WETLANDS, AND UNDERGROUND UTIUTIES, IF ANY HAVE NOT BEEN LOCATED, OTHER THAN SHOWN. THIS SURVEY IS FOR THE USE OF THE PARTIES SPECIFICALLY CERTIFIED TO HEREON, AND NO OTHERS. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATION (FEMA) FLOOD INSURANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ZONE * SEE DRAWING' COMMUNITY PANEL / 120285 0181 C DATED 11-14-92 BASE ELEVATION SEEE DRAWING 141.76' SI TE PLAN SCALE: 1" = 30'-0" 0' 30' V1 ON X r A X. REVISIONS O COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. I ' W w ~° C) 4.o u wu C�, a [� z THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN VAND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED NTH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. 20 11 FEB 8 2 11 /1 F /nn SCALE AS NOTED JOB NO. 00053 SHEET CU 1 DOOR MARK SCHEDULE MAT'L TYPE GLASS RATIN 1 HM FL — — 2 HM F — — 3 WOOD FG INSUL. — 4 ALUM/GL FG /4' TEMP. — 5 WOOD BF — — 6 SCW F — I C-45 7 SCW F — — 8 SCW F — B-90 9 HC MASONITE 2P - - 10 HC MASONITE 2P-UC - - ii HCW FL - - 1� cn nu - - DOOR OPENING SCHEDULE PR. 3'-0"x7'— PR. 2'-6"x8'— PR. 3'-0"x8'— PR. 2'— PR. V PR. 2'-6"x7'-0"xi 3/8" W 2'-6"x7'-0"x1 3/8" X PR. 1'-3"x7'-0"x1 3 8" C CEILING 1 GWB — PAINTED 2 GWB — TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #2 6 WOOD — SAUNA SYSTEM 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE — P W WALLS 1 GWB — PAINTED 2 CMU / CONC. — PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE — GLAZES 5 WOOD SAUNA SYSTEM I X 1 EXPOSED STRUCTURE DOOR TYPES NOTES 1 = 1& 211 W0 3 Eo O'� F FM FG FL 2P 2P—UC BF ( OH (U3N/IHEAD ERCUT) CARAGE DOOR) DOOR NOTES : 1. EXTERIOR H.M. DOORS SHALL BE GALV. STEEL 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED 3. WOOD SAUNA DOOR W/ TEMP, DBL.INSULATED CLEAR GLASS W STAINLESS STL. HARDWARE BY SAUNA VENDOR 4. FM DENOTES : FLUSH WITH APPLIED MOLDING FOR ENTRY DOORS OF UNITS AND ROOM ENTRY DOORS OF FIRST FLOOR DOOR SIZE SEE SCHED. 1 DOOR MARKS I THERMAL SEE SCHED. 1A T INSULATED IKK JAMB DETAIL HARDWARE SET SEE SHT. A502 SEE SPEC'S ROOM # --,,,.ROOM NAME CEILING HEIGHT CEILING HEIGHT 1ST OR 12TH— A101 — O 11TH FL. FLOOR F1 B1 — BASE CEILING Cl WI — WALLS B BASE 1 VINYL — 4" COVE 2 CER. TILE — GLAZED 3 CER. TILE — UNGLAZED 4 WOOD 5 PAVER TILE — 4"H. FLAT 6 MARBLE — 4"H. FLAT X NONE F FLOOR 1 PAVER TILE 2 CONCRETE SEALER 3 CER. TILE — GLAZED 4 CER. TILE — UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONC. — PAINT 9 MARBLE XI NONE DOMESTIC & FIRE PUMP FA 7 / (TYP.) / 1 / \e\94 / \ 13 A403 o O FITNESS 1ta i , FS B4 ca w1 i • 19 38 18 �k MIRROR FL. TO OLG.. 17 It 20 16 21 11A 15 6 ,ry A C RM. 112 0 F.D 1 o'— LINE OF / I F2 B1 TERRACE ABV, i / ^V1 \Ox Wa SAW �\ SIGN O N . / --- --- 10 .\\ .\ 7c F.D ELECT. 3'-5' 4 PHONE 9 � / ) 7 113 8 I I 3 10'-6" 125 F2 B1 1 7 22 I 1 Cx I WE I 14'-1" 6 23 1 1 26 1 2 3 4 5 STORAGE 24 I ISA 68 I 111 10-8 FIRE RATED DUCT 1 I 27 F2 B1 ENCLOSURE SEE E 12E 2H CX Wl A408 I I" I j . 5 I 37 35 35 34 33 32 1 29 1 ® IN " 41 1 40 1 /39 1 38 0F.D. 1 0 O \ \.-4' H. ALUM. FENCE SYSTEM AROUND POOL \ DECK (SEE SITE PLAN) \ \ \ A409 \ \ MIRROR FL TO CLG. \ 5 \ \ O \\ 88 \ \ 5A O BAR ;- (SEE A310) rYYO: STOR. 121 8•_0• CAFE G� F5 84 123 Cl Wi 9'-0" F5 84 C4 W1 F.E. 6B ^ I 4 -1 1 4 PLANTING AREA A402 '? m SI e I MARBLE TILE (�N CONC. COL r 3 GENERATOR OFFICE, I }L o 105 I 106 F2 Bx F2 81 FIRE PNL Cx W2 9 C4 W1 5 107 N 5 e'-D• 1 /LINE OF T N \ iq F2 Bt '0 / SLAB ABOVE) •1 \ A205 RE TRASH TRASH CONTAINER SI (BY OWNER) O FOUNTAIN _ 104 'I 0' (BY OWNER) < 11 J4 _ " 0F.D. ^ 35'-8" OF.D. 0' - -F F2 FEW S' 7' H.M. B" LABEL 9 (TYP.) �i C ^ 7 4 ® SERVICE ENTRY6c ? 9 A405 3 FIRE RATED DUC E STAIR #1 STAIR #2 ENCLOSURE SEE A408 ro / _J SEE A309 SEE A309 ( 1 .) ❑ 9 I GAS LINE — — — — — — REGULATOR 17'-4" 4" — r & VALVE 1IKE STORAGE 5 V S INTAKE 103 6 ao 9 0 o COWALL A AL 1 GRILL FB 8i — — — — — _ I `+ UP ELEV,1 — — ILL # I UP C4 W1 ELEV. 2 SEE A309 9 SEE A309 CD 11'-5" V-4" 11'-5" MAIL --- O — --- —w INTERCOM' LINE OF J 102 I •I STATION i TERRACE ABV. i 9 _0" I I I F9 86 C4 W3 A406 I A406 --ARCHABOVE-7 �— T — —� I' —ARCH ABOVE Aao4 I I I PORTE COCHERE I I 6 -0 36 -0 6-0 — — — — — — — — — — — — — — ARCH I o ABOVE — — — — — Y 42'-0' 132'-0' 9 1 A405 A206 E OPERABLE A501 PARTITIONS 'o (4' PANELS) in � l l7(�O• CLUB RM, W BILLIARDS R NW 1V-5" 3' 4" K32 2 U /18 O A409 'j I O / o i.1 �-4' H. ALUM. FENCE SYSTEM AROUND POOL O DECK (SEE SITE PLAN) a A409 I I I /1 A409 I 0 I DROP SOFFIT ABOVE —� I FIRST FLOOR PLAN SCALE: 1 /8" = 1'—O" REVISIONS O COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WINO -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER -HOUR. - DRAWN M.R. CHECKED D.R.R. FEB 8 2MI DATE SCALE AS NOTED JOB NO. 00053 SHEET A101 FIRST FLOOR PLAN OF SHEETS 5 _ A403 TERRACE 383 S.F. LIVING II - II II I PLAN A 2,250 S.F. DINING lid D III 35'-4" III _ 4 _ A402 M. BEDROOM Al. 0 i • IUNION ......\..1 3 A402--- - - - - BEDROOM 2 33'-6• A401 q 01 TERRACE 265 S.F. TRASH DEN/ B�DROOM 3 6 A403 M. BEDROOM W.1. LIVING PLAN B 2,164 S.F. M. BEDROOM 244a;v i���II ` I��YW2 � - • • III■17�111 � 1 IL 42'-4• I I � l OPEN UP .J L 265 S.F. LIVING PLAN C 2,164 S.F. 12/■■■■ I■■■■IMMEM Holm 1104 • III■17■III . - • • S.F. ELEV. #1 ! STAIR EE O SECOND FLOOR ONLY CURTAIN WALL SYSTEM O ' - - - - - - - _ -JR2-Tt1BU12TDi F.LQO115 - - - - - - - - 1 ' A311 27' 8• 1 SKTLIGHT 8 ELEV. #2 STAIR I#2 - - - - - - - 11 10 A408 A408 OVERFLOW SCUPPER PORTE COCHERE RO F +20'-7" T.O. ROOF SLAB SLOPE 1/4"/FT. R.D. (MIN. TYR) (TYP.) s 1 A405 A208 STOR. W.I THESE PLANS AND SPECIFICATIONS -ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 629-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WAND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. TERRACE 383 S.F. LIVING - II II II ° II PLAN D 2,250 S.F. I Q ��( DINING lit 111 35'-4" M. BEDROOM 1 �� • - • A205 BEDROOM 2 88 S.F. 33'-8• A401 A401 TYPICAL FLOOR PLAID SCALE: 1 /8" = 1'-0p) REVISIONS C COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS, ALL RIGHTS RESERVED. C7 l C� E.Uy C7 MO � x G� V 0 w � A � DRAWN M.R. CHECKED D.R.R. FEB 8 MITI SCALE AS NOTED JOB NO. 00053 132'-0' 6 A403 1 M. BEDROOM A2O6 i M. BEDROOM 7 TERRACE --- --- TERRACE Aaoa 265 S.F. 265 S.F. W.I. C. W.1 I.C. � \ Y F \ L L LIVING LIVING A A PLAN B 0 PLAN C TERRACE \ , 2,1sa S.F. O O 2,164 S.F. TERRACE 383 S.F. ` 383 S.F. RE &NING) a DINING LIVING LIVING Oo - % 00 0 I PD P PLAN A PLAN D ° 2,250 S.F. ® WI W.1. I. iW ® 2,250 S.F. $ D D �-- 5 A40J — � (( DINING lii D - - - - - - D �(( DINING 2' 6 35'-4" 3 '- 3 '- " 35'-4" '-6 — _ BEDROOM 2 DEN/ DEN/ BEDROOM 2 BEDROOM 3 B DROOM 3 ® A 02 M. BEDROOM BALCONY BA CONY M. BEDROOM 36 S.F. 315 S.F. .1.C. W.1. PLANTER PLANTER A 05 1 I I 1 A205 D ++ LCJ LAI � TRASH ATRIYM STOR. 1 .I. . 16'-5" 42' 4" 1e'-s L L 3 W.I.C. 0 EN W.I.C.' A402 J STAI 1 STAIR 2 BEDROOM 2 O DEN/ i DEN/ 0 BEDROOM 2 BEDROOM 3 BEDROOM 3 TERRACE RRACE ' 88 S.. 1 - A206 • A401 A401 I 11 A406 10 A406 A401 A401 33'-( 16'-6" 27'-8" 16'-8" 33'-6" 132'-0" THESE PLANS AND SPECIFICATI, STANDARDS ESTABLISHED IN SI ADMINISTRATIVE CODE. THE MAIN NAND -FORCE RESIST!, ACCORDANCE WITH ANSI/ASCE BUILDINGS AND OTHER STRUCTI WIND LOADS ASSOCIATED WITH 145 MILES PER HOUR. THE COMPONENTS AND CLADDII USE INCORPORATED INTO 114E I ACCORDANCE WITH ANSI/ASCE BUILDINGS AND OTHER STRUCTI AND THE WIND LOADS ASSOCIA SPEED OF 145 MILES PER HOUI 12th FLOOR P.H. GARDEN FLOOR PLAN rzzz SCALE: 1 /8" = 1'-0- )NS ARE IN COMPLIANCE VATH THE :CTION 628-33.007, FLORIDA JG SYSTEM HAS BEEN DESIGNED IN 7-96, MINIMUM DESIGN LOADS FOR IRES, SECTION 6, TO WITHSTAND THE A MINIMUM BASIC NAND SPEED OF IG HAVE BEEN SELECTED AND THEIR IESIGN AND SPECIFICATIONS IN 7-95, MINIMUM DESIGN LOADS FOR IRES, SECTION 6, TO WITHSTAND TED WITH A MINIMUM BASIC WIND I. REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. w x H DRAWN M.R. CHECKED D.R.R. DA FEB 8 22& SCALE AS NOTED JOB NO. 00053 SHEET A103 P.H. FLOOR PLAN ROOF PLAN SCALE: 1 /8" = V-0" 0 �---- GUTTER & DOWN SPOUT PLAN "B" & "C" A/C RM. & SPIRAL STAIR GUTTER & DOWN PLAN "A" & "D" ROOF PLAN A/C RM. & SPIRAL STAIR SCALE: 1 /8" = V-0" PRE-ENGINEERED WOOD TRUSSES O 2'-0- 0/C. WITH 10 : 12 SLOPE 0 0. IIIIIIIII 1T3-5OR IIII III OF SLAB 00 1—_------ 0 I CV +i 0 F /4�7 / I I I. 7 / PLAN "B" SUN A404 /` / / SPIRA PLA "A" SUN DECK STAIR TOWETF cP82� 12'-81 1 1 L 11 -7" 61- 8" 2'-,0" CEc a /0' tDECK R.D. (TYP) A407 rZ-L 4 — — — — — — — — — — — SLOPE TOP OF PRIVACY WALL \ TO MATCH TOP OF PARAPET \ (TYP. 3 PLACES) \ \ PLAN "C" SUN DECK WHIRLPOOL TUB \ THE SLAB FOR THE TUB \ AREA SHALL BE LEVEL (TYP. OF 4) \ \ 'g. \ rr \ I " " PLAN DS DECK -g" I OVERFLOW I u- o.-ni t4 u• I SCUPPER G WHIRLPOOL o 0 o WHIRLPOOL j (TYP,),/ E I TUB of 11B . , 11B TUB aao7 I ®i -1 4', ae-� < E.W�H .I o AI -- ALUM. GATE I 2oPEN o. OD A/C I /`' HARDWARE oP4D10. R.D. 2. PB4 2�? PN (TYP.) -4 I _ F2 B1 PF B'zB" SCUPPERCX W1 _B iOPCN'G2'z2'x2"T. PRECAST 24-NB' 2'-9 BOTTOM FLUSH W MECHANICAL EQUIPMENT ROOFING TYP.) CONIC. PAVER SYSTEM (TYP-) R.D. D BEA(SEE MECHANICALS.) / J (�) A407 CON & STRUCT.DWG SM T-3 �. 3 ALUM. FRAME ALUM. FRAME 2'- P.T. WOOD STEPS P.T. WOOD STEPS R.D. '_0 (TYP.) a______ __ --- --- __ __ _________ I / 9,_0111 73'_2. —g. 7-719_�„ g' OM OM INC \ ROGFa RCom a I11111111filillill Hn I I I A205 A205 16 A I i A4D2 a I I SKYI IGHT I I I I I I I I I I NOTE 1/4P PER OFOOTNTO I I R.D. (TYP.) I I I I ------------ -�------- ---- - -4 ----------� I T I A401 A401 A311 A208 A407 A406 A401 A401 STAIR & ELEVATOR TOWER ROOF PLAN SCALE: 1 /8" = 1'-0" ROOF PLAN SCALE: 1 /8" = 1'-0" REVISIONS 0 COPYRIGHT 20M DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 620-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WAND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN DRAWN M.R. ACCORDANCE MATH ANSI/ASCE 7-96; MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE CHECKED WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. D.R.R. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR FEB USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS ATE 8 MIXATE MIX IN WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION S. TO WITHSTAND SCALE AND THE WAND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. AS NOTED JOB NO. 00053 SHEET A 1(11 REVISIONS 'SON HETA20 10-10dx1 1/2 5/8" M.R. TYPE "X" G.W.B. J Lf ° el O O WAS* CONC. TIE BEAM W/ 2#5 T. & B. 2 #3 H 0 5' E.E. AT 16' DOOR & ADJACENT DOOR) S ADD 1 #5 T & B & PROVIDE #'3 H O 5" THRU OUT SPANISH "S" TILE ROOFING SYSTEM 12 4 1/2 EXT. STUCCO FIN. SYSTEM OVER SKIM COAT CEMENT PLASTER EAST ELEVATION SCALE: 1 /8" = 1'-0" (WEST ELEVATION SIMILAR) 12 4 1/2 PRE-ENGINEERED WOOD TRUSSES O 24' O.C. SPANISH "S" TILE ROOFING SYSTEM 1 A105 I 17 BUILDING SECTION SCALE: 1 /8" = V-0" PLYWOOD SHEATHING NAILING SCHEDULE (WALLS AND ROOF) NAIL SIZE NAIL SPACING ZONE 8d RING SHANK(*) 4' O EDGES, 6. O INTERMEDIATE SUPPORTS ROOF O 8d 6" O EDGES, 6" O INTERMEDIATE SUPPORTS ROOF 00 8d 4" O EDGES, B" O INTERMEDIATE SUPPORTS WALL O 8d 6' O EDGES, 12" O INTERMEDIATE SUPPORTS WALL O (") RING SHANK NOT REG-D. VMEN MEAN ROOF HT. IS LESS THAN 25' CORNER DISTANCE, A 5 FEET z Q 3 2 O 5 '9 PLAN ELEVATION HIP ROOF SLOPE > 10' 4 45' +E'-0 T.O.BEAM O.H. GARAGE DOOR 4" CONC. SLAB W/ Bx6 10/10 W.W.M. ON 6 MIL VAPOR BARRIER OVER WELL COMPACTED & TERMITE TREATED FILL 1-6 +0'-0' T.O. SLAB e e -- I- ..-_� I 0 O WOE" CONC. MONO. FTG. W/ 2#5 T & B 1 WALL SECTION 05 SCALE: 1/2" = 1'-0" SPANISH 'S' CONCRETE ROOF TILES NAILED THROUGH ROOFING MASTIC ON 901b MINERAL SURFACED ROOFING HOT MOPPED TO ONE LAYER 301b FELT TIN TAGGED TO 5/8" TH. GD-X PLYWOOD SHEATHING ON ENGINEERED WOOD TRUSSES 0 2C O.C. O 5/8' M.R. TYPE 'x' G.W.B. i W/ 2" TIE BEAM W/2@T.T. &B. 2 /SH OS'EE U OnO ` �8d 04" P.T. 2x8 W/SOLID P.T. HILT DX PINS 2x BLOCKING Od 0r TIE BEAM CONT. DRIP WISHING TO MATCH ROOFING OVER MA P.T. NAILER +B'_0' T.O.BEAM ,2xe SMOOTH SAWN CEDAR FASCIA -3' PVC CONT. VENT -EXT. STUCCO FIN. SYSTEM OVER SKIM COAT CEMENT PILASTER OVER GYP. SHEATHING -r#5 OIB'W%C (FILL CELL W/ CONC.) _ EXT. STUCCO FIN. -.-.- SYSTEM OVER SKIM COAT CEMENT PLASTER _ o 3/4' CONTINUOUS -- RECESS (TYP.) +0'-0' T.O. BLAB 18"08' CONC. MONO. FTG. W/ 2#5 T & B WALL SECTION SCALE: 1/2" = 1'-0" SOUTH ELEVATION (NORTH ELEVATION SIMILAR BUT OPPOSITE) SCALE: 1 /8" = V-0" SIMPSON HOT W/ (2) 3/4" DIA. ANCHOR BOLTS(6" EMB.) SIMPSON HETA20 W/ 10-10dx1 1/2 (TYP.) O EA. TRUSS SIMPSON (2) 3/4- BOLTS(8" HGT W/ DIA. ANCHOR EMB.) GRB-2 GRB-2 GRB-2 GRB-2 GRB-2 GRB-2 GRB-2 GRB-2 GRB-2 GRB-1 GRB-1 II I�II�IIIIIIIIIIIIII I�IIIIIII�IIIIIi US ES 0.24" II II IIIIII�II�I O/C IIIII it II I I I'-- I I I I I I I I 8"xl2' RAKED TIE BM. I I I _ _ III I I I W/ P.T 2x8 PL W/ I I 1/2 DIA. BOLTS O 3'-0' C/C I NAIL DECK TO W/ adoa"D/D I I I I I I gII o ' O II I p _ d __-- It . I—.—._._.. II._._._._._. I III I I I I I II II I I I I I II _._._._._.-.I1 _____ I I��IIIIIII I pp II—_ �I�IIIIII I II I I I I I I I ENGINEERED WOOD I I TRUSSES O 24. O/C ii II����IIIIIIII�II I I I IIIII --._._.I _ _II 07IZ7G�%'..irk%.G�.1.�/.�.!'��[%�'�iTti�/T��%l,� / Z��LIIt�GGe'�.Qi��Z6GPl� .d% GRB-2 GRB-2 ORB-2 GRB-2 GRB-2 GRB-2 GRB-2 GRB-2 GRB-2 GRB-1 GRB-1 BEAM SCHEDULE: GTB-1 8"02" CONC. TIE BEAM W/ 2 #5 T. & B. GRB-1 8"X15" CONC. TIE BEAM W/ 3 #5 T. & B. & #3 H ® 5" THRU OUT GRB-2 8"x15" CONC. TIE BEAM W/ 2 #5 T. & B. & 2 #3 H ® 5" E.E. 1'-4 I I I I I I 8" R.M.U. W/ I CONC. F.C. & #5 O 48' O.C.-t- 8'x18' CONC. - BLOCK COL W/ 2 #7 VERT. (TYP.) V-4 GARAGE ROOF PLAN SCALE: 1 /8" = V-0" . ii�-f.• 9•• -4" 9,_O. '-4" _1'-4" 9.1'-4'• '-4- -4' 9'• 1-49'-0• V-4" 18,-0• I -4" _0_09_0_09'_0• A105 — — — — — — — — — — — — — — — — — — — _ — _ _ — — — — _ — _ —. — E— — _ _ — _ _ — — iG _ _ _ _ _ — — — — — — _ — — 12 12 12 I 18'-0"x7'-O" STL. 18'-0"x7'-0' STL = 12 12 12 12 12 12 9 9 9 9 9 9 _ 9 9 9 O.H. GARAGE DOOR O.H. GARAGE DOOR - I O N 0 0 0 0 0 o i o 0 0 0 0 0 T.O. SLAB EEL W/ 2 MTL. RODS THRU CONC. (TYP.) O O iN g DS O O O- 18"x12' CONC, MONO. FTG W/ 2 /5 BOTT. ----I I I I i I I 8" R.M.U. W/ CONC. F.C. & I 05 O 32. O.C. I O 5/8' M.R. TYPE "X" G.W.B. ON STUDS O 24 D.C. � (TYP.) O O O - O .1 N I I-1 9 92 9 12 9 T.O. SLAB 9 92 I_I I I I I 92 92 9 S I O.H. GARAGE DOOR - O.H. GARAGE DOOR — — — — — — — — — — — — — — — — — — — — — _ — — — — — — .E— — — — — 1' RAIN STOP I' SLOPE (TYP.) AA AIDS B'-0' I'-4 9'-0" V-4 9'-0- 1'-* 9'-0" 1 -4 9'-0" I -4 9'-0• 1 -4 9'-0" 1 -4 9'-0. I -4 9'-0" 1 -4 18'-0" V-42. 18'-0• 1'-4 133'-0" GARAGE FLOOR PLAN SCALE: 1 /8" = 1'-0" i I I I I I < I" I .-� 8' R.M.U. W/ CONC. F.C. & I #5 O 48- O.C. I I 2 I A105 I I 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 626-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WTHSTAND AND THE WND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. DATE FEB B 20 11/16/00 SCALE AS NOTED JOB NO. 00053 SHEET A10i SECTION 2'-4 - 6" C.T. FIN. #5 BARS O , 6" O/C E.W. � #5 VERT. BARS I o e" o/c , , 1 I , � I I -------------------------- SPANISH 'S' CONCRETE ROOF TILES NAILED THROUGH ROOFING MASTIC ON 901b MINERAL SURFACED ROOFING HOT MOPPED TO ONE LAYER 301b FELT TIN TAGGED TO 5/8" TH. CD-X PLYWOOD SHEATHING ON ENGINEERED WOOD TRUSSES O 24" O.C. 5/8" M.R. G.W.B. H B'z12" CONIC. TIE BEAM O A O W/2#5 T. &B. A � q SKIM COAT PLASTER SIMPSON ETA12 W/ 4-10dx1 1/2" CONT. DRIP FLASHING " OVER 1x2 P.T. NAILER 9,_0" T.O. BEAM 2z8 SMOOTH SAWN CEDAR FASCIA 3" CONT. PVC VENT 12"x12" GLASS ELK. (VERIFY M.O.) EXT. STUCCO FIN. SYSTEM OVER SKIM COAT CEMENT PLASTER 4' CONIC. SLAB W/ 6z6 10/10 W.W.M. ON 6 MIL VAPOR BARRIER OVER WELL COMPACTED & TERMITE TREATED FILL Aft o,_o» T.O. SLAB ---16'A2" CONIC. FIG. W/ 3 #5 CONT. 3 WALL SECTION A106 SCALE: 3/4" = 1'-0" PLYWOOD SHEATHING NAILING SCHEDULE (WALLS AND ROOF) NAIL SIZE NAIL SPACING ZONE Ed RING SHANK(-) 4" O EDGES, 6" O INTERMEDIATE SUPPORTS ROOF O Sd 6" O EDGES, 6" O INTERMEDIAl SUPPORTS ROOF (D O Sd 4" O EDGES, 8" O INTERMEDIAA SUPPORTS WALL O Hd 6" O EDGES, 12" O INTERMEDIAl SUPPORTS WALL O (•) RING SHANK NOT REO'D. WHEN MEAN ROOF HT. I5 LESS THAN 25' CORNER DISTANCE. A e 5 FEET I I I I a 0 I I 3 2 O 5 O 4" PLAN ELEVA11ON HIP ROOF SLOPE > 10' 45- �2) SIMPSC ETA12' O GIRDERS (TYP,) — (TYP.) 8"02" CONIC. BEAM W/ (3)#5 T. & B. & #3 H. O 5" O.C. W/ (2)#5 T. & B.) 12 12"x12" GLASS ELK. (VERIFY M.O.) 0 1 Yf 0 1 in VEST ELEVATION ALE: 1 /4' = 1'-0" 12'x12' GL BILK. 0 I (VERIFY M.O.) 1., 0 I �n EAST ELEVATION SCALE: 1 /4" = 1'-0" CABANA ROOF PLAN SCALE: 1 /4" = 1'-0" ADD #3 H. O OVER OPEN'GS. (TYP.) 1 SPANISH 'S" ROOF rik 9,_0" T.O. BEAM 0'-0" T.O. SLAB SPANISH "S' ROOF SEE COUNTER 18"x12"D. CONIC. 30"x30x12"D. CONIC. TOP DETAIL FOOTING FOOTING W/ FOR REINF. 1 2 #58. & #5T. V [F- 4 #5 EA. WAY (TYP.) r Ir - 1 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L J LJ 712"x12" CONC. W/ 4 #5 VERT. #3 TIES O 8" COL. & 8" W. x 1 1/2"D POURED BLOCK WATER STOP CELLS W/ 1 #5 RECESS (TYP.) -, VERT. (TYP.) - �N-0_ LS_ 3 4" LT V-4" V-4" 3'-0' 18'02"D. CONC. FOOTING W/ 2 #58. & 1#5T. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4'-0" CABANA FOUNDATION PLAN SCALE: 1 /4" = 1'-0" NORTH ELEVATION SCALE: 1 /4" = 1'-0" SOUTH ELEVATION SCALE: 1 /4" = 1'-0" F— — — — — — — — — — — — — — — — I I o� 1 1 I1 1 1 1 PAVERS , i i MEN'S O F.D. F.� THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION S. TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS. OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. L s"umK L] L 1 SHOWER — — — — — — '— — — _ — __J CABANA FLOOR PLAN SCALE: 1/4" REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHTTECTS, ALL RIGHTS RESERVED. F� z c� o 0 � CV C7 _I aV U O A U Q DRAWN M.R. CHECKED D.R.R. FEB H +2W1DATE SCALE AS NOTED JOB NO. 00053 SHEET 00�A 106 THE CABANA OF SHEETS SLOPE 2" 3 4 y°-A�" \\\60'0'0" F✓ \� FOAM DETAIL SCALE: 3" = 1'-0" XT. STUCCO FIN. S STEM ON 'OLYSTYRENE FOAM SHAPES I"xB" CONT. CONC. - AP W/ ! ,y5 CONT. YT. STUCCO FIN. S STEM I" C.M.U. W/ JOINT REINF. :VERY OTHER COURSE IB VERT. BARS • 4 ' O.C. V CONC. FILLED BL CK CELLS t DOWELS 0 40" C.C. TRADE '4T. CONC. FOOTING 4�#5 CONT, k #5 TRANS. SAF WALL SECTION A SCALE: 1 /2" = 1'-0" 22" O.C. / 0 3\ 00'0" / / / SIGN WALL PLAN SOUTH (NORTH WALL SIM, BUT OPP, SCALE: 1 /2" = 1'-0" SIGN WALL ELEVATION SCALE: 1 /2" = 1'-0" 0 � THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO IITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. 01 REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. O O ra W z H r r • H W U O DRAWN M.R. CHECKED D.R.R. FEB 8 20M i1/3o/DATE00 SCALE AS NOTED JOB NO. 00053 SHEET A107 tn c� � O M �O h v THE SIGN WALL REVISIONS i 0 FlN. CLG. m FIN. CLG. \ 0 FlN. CLG. +10'-6' FIN. CIG. G.W.B. (TYP-) ARCH ARCH ARCH m FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1 /8" = 1 '-0" THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE VATH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE NTH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE HIND LOADS ASSOCIATED MTH A MINIMUM BASIC VIAND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO VATHSTAND AND THE MIND LOADS ASSOCIATED WITH A MINIMUM BASIC VIAND SPEED OF 145 MILES PER HOUR. 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. u Q u^ TW � a O � W Ozz�j �Lr iHHFL44�i O z DRAWN M.R. CHECKED D.R.R. FEB 8 4,,,j ' SCALE AS NOTED JOB NO. 00053 SHEET A 108 FIRST FLOOR REFLECTED CEILING PLAN OF - // SHEETS +8'-2" Alk T.O. BEAM +0'-0" T.O. SLAB 110 EAST ELEVATION SCALE: 1 /8" = 1'-O" PLYWOOD SHEATHING NAILING SCHEDULE (WALLS AND ROOF) NAIL SIZE NAIL SPACING ZONE 8d RING SHANK(-) 4" O EDGES, 6" O INTERMEDIATE SUPPORTS ROOF O 8d 6" O EDGES, 6' 0 INTERMEDIATE SUPPORTS ROOF O O 8d 4" 0 EDGES, B' O INTERMEDIATE SUPPORTS WALL O SCJ 6" 0 EDGES, 12" 0 INTERMEDIATE SUPPORTS WALL O (+') RING SHANK NOT REO'D. WHEN MEAN ROOF HT. IS LESS THAN 2V CORNER DISTANCE, A 5 FEET I I mar O 9PLAN ' I 3 2 O 5 ELEVAMON HIP ROOF SLOPE > 10' S 45. SPANISH "S" ROOFING SYS Cd�7:C�-Z�G1L. 1'-0" DIA. CONC. COL. +e'-2" T,O. BEAM T.O. SLAB WEST ELEVATION SCALE: 1 /8" = 1'-O" T.O. BEAM T.O. SLAB PARTIAL SOUTH ELEVATION SCALE: 1 /8" = 1'-O" EXT. STUCCO d o 0 FIN. SYSTEM w . ro � T.O, BM. CONC. BEAM 10'-0" 1 in OPEN _� OPEN l'-O" DIA. +01-0"Ak CONC. COL T.O. SLAOr PARTIAL NORTH ELEVATION SCALE: 1 /8" = 1'-O" 12'04" CONIC. BM. W/ 37. TOP h BOT. k #3 STIRR. 012" C/C. ALL HORIZ. REINF. TO HOOK O FAR FACE OF PERPEND. BEAM AT ENDS. I I I 12'04" CONIC. BM. W/ 2 A7 TOP h BOT. (1) f5 E.F. 0 MID -DEPTH @ M3 STIRR. I 7 ' O 4 C/C. SPLICE ALL HORIZ. REINF. 3'-0' MIN. AND HOOK AT END COLUMNS. I I 12" DIA. CONIC. COLUMN W/ 5 #7 VERT. h #3 TES 0 12' C/C I i A4I I FTG. W/ J /5 BOT. E.W. (BEYOND) L _ _ J BUILDING SECTION SCALE: 1/2" = 1'-O" L - _ J T. DRIP FLASHING TO REVISIONS :H ROOFING OVER P.T. NAILER SMOOTH SAWN CEDAR FASCIA STUCCO FIN. IEM OVER 1 I/2' 1 INSUL OVER ' PLYWD. SHEATHING -2- .BEAM )IA. CONC. COL BEYOND DOCK'D. EDGE w5 CONT. (BEY FTQ W/OND) 3 /5 BOT. E.W. SIMPSON "HETA 12" EMBEDDED TRUSS ANCHORS VATH (6) lod x 1 1/2" COMMON NAILS AT EA. TRUSS 7'-0" 7'-0' HIP LINE/RIDGE __ __—___..._____—____--�_____________..�—____--_—__--7—_--___—_--_�____ _— _ — t 1.I �- --fir7 ------------h-------------h------------tr------------r---- T --i - IIIII III IIII II II II II II II III IIIN-- -� I I I li IIII ii ii ii ii ii � � I I I �I I I I �_II I ENGINEERED WOOD I I I I I I I I I I TRUSSES O 24' C/c- 1I I— ((IIIII IIIII II II II II II III IIII -II - L II (IIIII (IIIII I 4L-- -----J4------------�------------4L-----------J---------- ---------------------------------- I = _T_ FTSTZ-1-------------J------------- � ��;--�- -2-PLY GIRDER TRUSS WITH SIMPSON "HETAL 16" EMBEDDED TRUSS ANCHOR WITH (5) 10d x 1 1/2" COMMON NAILS INTO TRUSS SEAT do (15) 16d x 1 1/2' COMMON NAILS O STRAP (TYP. 0 EA. END) CARPORT ROOF FRAMING PLAN SCALE: 1 /8" = 1'-O" THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE VATH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007• FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED VATH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. -I I I I I I I I I I I I I I rT-------T--.----__-----r�-----------T- T----------T _'------_______—___-----T--T-----------r---T_-------__ . — . — . — . — . — . — — . — — . — . — . — . — . — . — — . — . — . — . — . — . F .J L J L J L J L J L J L J L J L a I o a o � I o I o I o a I o o I o I o I o I o CONC. MEEL STOP W/ S2 OD THRU CONC. I I I L J_-- 10'-o' --III--��--�I----�--�C-+---�---_�4 -------__1_ I J-_---------� I 1----- I -0" 4" WIDE PAINT STRIPING 16 CAR CARPORT PLAN SCALE: 1/8" = 1'-0" LJ_----------_L 1--_ — — — — — — d 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS, ALL RIGHTS RESERVED. DRAWN M.R. CHECKED D.R.R. DATE FEB 8 2101 11/16/00 SCALE AS NOTED JOB NO. 00053 SHEET A109 CARPORT n n n a o GAZEBO ROOF FRAMING PLAN m F` GAZEBO FL, FRAMING PLAID N!i �G►. X. I I I �L Ncsr�S CTYP. ) 7- I0 II w 7 J I U V U' I I I i __ (VHZI i=Y >rX4GT L]=T�I�TH IN FI>;L.p SITE PLAN SITE PROFILE mac; 1'=I-o'1 DUNE REVISIONS ® COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. H' �I I f IELZ2 VEPIF`( 61TS 61gWa sl�vor�IpF� S (7Yp/ ICWAY ELEVATION P�LAN�� ��i o� ' �oN 'Y DWG. At 11 J t Z Nt?Pl C7Y -) THESE PLANSSTANDARDS E AND Sp cI IN SI� ON 2ARE IN 5OMP .µNLCE VAT THE ADMMlI51RATIVE CODE. THE MAIN WIND —FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN DRAWN ACCORDANCE WITH ANSI/ASCE 7-96. MHWM DESIGN LOADS FOR § TAND THE M.R. MI p�S�ASSOpLTA MATH A MINIMUM BASI6.0 WIND SPSEED CHECKED 145 MILES PER HOUR. D.R.R. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO 7Hf DESIGN AND SPECIICATIONS IN C S ry�t DATE �$ ACCORDANCE MATH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FO2 1 GW OTHER TRUCTURES. SECTION 6. TO WITHSTAND /30/DD BUILDINGS AND d1R. D �h' A MINIMUM BASIC WINO ANDVffND LOADSMILES DED THE SCALE PER A5 NOTED JOB NO. 00053 SHEET A110 DUNE WALKWAY AND GAZEBO Aw _ SHEETS �- RAMS', TIf Z 1 -5CAL-r= 01 z To N4 'Arl A W N4rE4 CTYPICAL) w , -Ic" Q Jols-r C STAIR & WALKWAY FRAMING PLAN SCALE; 'S14 "=I 31 -A-'='I1 - +9WiITA'I"tOi� LINE. "LSAs2 1449 ,MIN, �( a '1 WT (T If?)P — RAI * r ) P,WGr> ,T� CrY'� WALKWAY 1 I0i olAlJ' P-r. welt'w MID —T-1 , I 1 I 1 + I I I A 'NTAIR WALKWAY E TIO (5.) T=- I I" = 4-I 19 7lp-r, I I - THESE PUNS AND SPECIICATIONS ARE IN COMPLIANCE VATH THE STANDARDS ESTABLISHED IN SECTION 6213-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE M1TH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO MITNSTAND THE MMO LOADS ASSOCIATED NITH A MINIMUM BASIC MIND SPEED OF 143 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELE TED ni USE INCORPORATED INTO 711E DESIGN AND SPE TONS ACCORDANCE MATH ANSI//ASCE 7-95, MIIBIUM'� LO S F BUILDINGS AND 07MM fTRUCn1RES, SECTION 6, VA S AND THE MIND LOADS ASSOCIATED WITH A' M BASIC SPEED OF 146 MILES PER HOUR. r1` REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DRAWN M.R. CHECKED D.R.R. DATE 11/3o/ooFEB 8 W SCALE AS NOTED JOB NO. 00053 SHEET A111 DUNE WALKWAY AND GAZEBO OF J SHEETS