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HomeMy WebLinkAbout97100695 POOL HOUSEGENERAL CONSTRUCTION NOTES: I. ALL CONSTRUCTION SHALL CONFORM TO ALL CODE REt.:ULATION: AND RESTRICTIONS HAVNC JURISDICTION, 2, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THIS PROJECT (INCLUDING SITE CONDITIONS) PRIOR TO BEGINNING CONSTRUCTION, NOTIFY ARCHITECT N 'WRITNC IMMEDIATELY OF ANY DISCREPANCIES, OR THE CONTRACTOR SHALL ACCEPT FULL RE5PON5I13ILITY FOR ANY ERRORS OR OMISSIONS. DIMENSIONS TAKE PRECEDENCE OVE&' SCALED DRAWNGS. 3. ALL PRODUCTS AND MATERIALS SHALL BE APPLIED OR INSTALLE{, ACCORDNC TO MANUFACTURER'S PUBLISHED INSTRUCTIONS, OR IF NO INSTRUCTIONS EXIST. APPLY OR INSTALL AS PER STANDARD INDUSTRY PRACTICE. 4. SUBMIT A COPY OF THE CONTRACT 00CLIMENT3 (THAT WERE 1550E0 FOR PERMIT) TO THE ARCHITECT WHEN RETURNED BY THE BUILOINC DEPARTMENT AFTER PERMIT IS I551JE0. 1'HIS WILL ALLOW THE ARCHITECT TO INCORPORATE ANY BUILDING DEPARTMENT MODIFICATIONS INTO THE CONTRACT DOCUMENTS PRIOR TO START OF CONSTRUCTION. 5. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 6. A/C CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL VENTILATION EQUIPMENT AND DUCT -WORK 7. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND ENCNEERNG CALCULATIONS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. ENGINEERED CALCULATIONS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENCNEEk, 8. ARCHITECT ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS INTL REVIEW OF TRU55 DRAWINGS AND ENGINEERED CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER q. CONTRACTOR SHALL NOTIFY THE ARCHTECT (IN WRITING) !I`r*-LAATELY OF ANY ERRORS AND OMISSIONS ON THESE LVAWINGS. SITE PLAN 1'=20.00' SEE SURVEY PROVIDED B'f CONTRACTOR FOR LEGAL DESC121PTION GENERAL StRUCTURAL NOTES., 1. ALL FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARNC CAPACITY OF Z500 P.S.F. N NATURAL STATE OR AFTER SOY, STABILIZATION. 2. ALL SAND FILL SHALL BE COMPACTED TO A MINIMUM OF q5Y DENSITY AND TREATED FOR TE Z ITES FOR A DISTANCE OF 5 -0" FROM PERIMETER OF ALL FOOTING OR SLAB EDCES. 3. COMPRESSIVE STRENGTH OF CONCRETE AS FOLLOWS: A. FOOTINGS AND SLABS = 2,500 P.S.I. & 28 DAYS. B. BEAMS AND COLUMNS = 3,000 P.S.I ® 28 DAYS_ 4, MINIMUM CONCRETE COVER OVER REINFORCING; AS FOLLOWS: SLAB - 3/4' BEAMS & COLUMNS - 1-1/2" TIE COLUMNS - 3/4' FORMED CONCRETE BELOW GRADE - T UNFORMED CONCRETE BELOW GRADE - 3" 5. DOWELS FOR COLUMN AND WALL RENFORCNG TO FOOTING ARE TC BE SAME SIZE AND NUMBER AS VERTICAL BARS ABOVE. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALK:NMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL. PROVIDE CLEAN -OUT OPENINGS AT BOTTOM OF CROUTED CELLS AT EACH LIFT CLEAN -OUTS SHALL BE SEALED AFTER CLEANINC AND INSPECTION, AND BEFORE GROLITING, 7. PROVIDE A GROUTED CELL WITH ONE #5 VERTICAL AT BEARING PONT OF EACH GIRDER TRUSS (N A MASONRY )WALL) F NO OTHER COLUMN I5 DESIGNATED, 8. ALL REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI.) UNLESS NOTED OTHERWISE. q. REINFORCING STEEL SHALL BE LAPPED 30 BAR DIAMETERS MINIMUM WHERE SPLICED, AND SHALL BE SEPERATED FROM OTHER BARS BY A MNf1U1 OF ONE BAR DIAMETER AND WIRED TOGETHER, 10. PROVIDE CORNER BARS WITH SAME SIZE AND NUMBER AS THE HORIZONTAL BEAM 12EIWORCNC AT EACH FACE. LAP 30 BAR DIAMETERS MINI LIM. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIQNG ADEQUATE VERTICAL AND HORIZONTAL SHORNG AND BRACING OF ALL CONSTRUCTION TO SUPPORT ALL CONSTRUCTION LOADS. 12, CONTRACTOR SHALL PROVIDE CONNECTION HARDWARE THAT WILL PROPEkLY JON ALL WOOD AND TUBER MEMBERS TO EACH OTHER AND TO THEIR SUPPORTS. CONNECTIONS SHALL BE CAPABLE OF TRANSFERRING THE APPLIED LOADS TO THE SUPPORTING MEMBERS. 24'X24'X12' OP CONC -- 12 PAP W/ 3#5 BOTT. 7 PITCH EA WAY (T YP, OF 4j !_' FAA. Cony:- COL W/ 4#5 VERT. & 03 TIES a 12" O.0 (TYP, OF 41) \ \ 1 I r 1 8 XS' THk U LJGE W/ 1#5 CONT (SLAB EDGE VARIES, SEE �� ' -- XV 1 SITE PLAN FOR. . ACTUAL I CONDITIONS) DENOTES CANVAS AWNING �.. ABOVE (SY OTHERS) �6, 71�J -- L J LN LOCATION PLAN '�� r-100,00 LINTY -FT. PIERCF FIRE DISTRICT REVIELVEll F_OR CONIPLI!�NC AND rtJ L _ _..J FLOOR PLAN I TYPIC,GiL M.EVATIO - TYPICAL COVERED AIUNINC� LAY -OUT f3Y: AMN�HA N`�AT 4_ CANVAS AWNING Compliance to: 1. N.F.P.A. 1 FIRI ; (BY.OTHER5) 2. Standard Building 3, State Fire Marshal 4. Local Fire Codes S_F,F. ATTACTI 'D UF OP OF PARTMEATT 1V�21I TSC P.O. BOX 3030 TELEPHONE: (407) 46 FT PIERCE, FL 34950 FAX: 1407) 462-2326 -� STI54-4) 1 (SKIPTROWEL FINISH) ON 7' CIA. CONC. COL. ST. LUCIE COUNTY 1,5rI JCCO BANDS ;`; BUILDING DDIIVEISRION REVIEW i FOR CO rP MUST BE KEPT ON JOB OR SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAP. CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (407) 641-7575 THIS DRAWING AS AN INSTRUMENT OF -^ SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED� HEREWITH. COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. CDP YRIGHT © t998 � � 1 SCOTT D. DYER ARCHITECT P.A. ALL RIGHTS RESERVED I �I !lE Vi SI.ON� �I COMM NO q6-013 DA TE 22 AUGU 5T igg6 POOLHOUSE FOR GOLF VILLAS Is A �d� SERVE , 97 1 ''°rL ILDERS, INC LUCIE COUNTY, SC N EG St Lucie County SHEET TIJIS APPROVAL DOES NOT RELIEVE THE PERMIT HOLDER FROM COMPLYING WITH l((^\�, o u U AriY CODE REQUIREMENTS THAT ARE NOT I SPECIFICALLY COVERED IN THE PLANS 2 REVIEW PROCESS. OF PLANS REVIEW DESK �4w•'- - ---- -- k� p dam pAlu ►E s OF Rm rti ew ,nC� 0 0 915 455 1 mom i1 455 CLEAR FLOOR SPACE 48 ruin 1220 SCANNED BY St Lucie Co v y,19 a 455 1 'k - P 455 I ',LAU E li o `° cti Q CLEAR OD FLOOR: SPACE! 48 min 1220 1065 ;CLEAR FLOOR !SPACE 60 min 1525 Fig 28 Clear Floor Space at Water Closets (not in stall) 915 min 36 min 12 min 12 min 305 305 N c7 in M m (a) BACK WALL 12 1370 05 1042 min �TOILET PAPER3 Fig 29 Grab Bars at Water Closets (b) SIDE WALL FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION . OCTOBER 1997EDITION 107 R NOTE: PROVIDE TA.NKLESS WATER HEATER UNITS BELOW EA. COUNTER (TYP. OF 2) DENOTES 3 0"X6'-8'X I- N.M. DOOR W/ 24'X24" VENT (TYP. OF 4 DOOR' BOTTOM OF LAV. COUNT TO BE MN 28' A.F.F. T OF COUNTER TO Be MAI +34" A.F.F. INSULATE HO WATER PIPES AS REO'D. PLAS. LAM PRIVACY SCREEN NOTE: WATER CLOSETS URINALS TO Be HANDICf TYPE (TYP.) 42"X I--I/2" DIA. GRAB BAR (TOP 0 +33' A.F F ONE HOUR RATED WALL SEPERATION 0 STORAG! RESTROOM. (1) LAYER C TYPE X' GYPSUM WALL ON 6" MIL. STUDS 6 2 TO UNDERSIDE OF ROOF (DESIGN # WP 1200) STORAGE CELNG CONS' TO BE (2) LAYERS OF 5/8" TYPE "X' GYPSUM WALLBOARD ON 3/4' NIL. FURRING ® 6' O.C. PERPEND. TO BOTTOM CHORD OF WOOD TRUSSES 6" DP GIdDER TRUSS (TOP 0 +8'-10 1/2' A.F.F.) PROVIDE B'XS' POCKET N EA. COLUMN FOP. BEARNG 8" PRE -CAST CONC. LINTEL W/ 8" KNOCK -OUT BLOCK ABOVE. ADD 1#5 T OP1 F.I#55 BOTT. FILL W/ CONC u 0 8" U-BLOCK MAS. T. BM. W/ 1#5 CONT. FILL W/ CONC. TOP OF BEAM 0 +8•-10 1/2' A.F.F.) (TYP. MAS. T BM.) Gj n �2 8" PRE -CAST CONC. LINTEL W/ A-3 W�>#5TOOKNOCKS-OUT #5DLOO O I,',S.ABOVE. CONC. (TYP. 0 OPENINGS) 1--r ROOT NAILING 6G0+ED I E ROOF SHEATHING TO BE FASTENED WITH MNIM'IUf1 8d COMMON NAILS. FASTEN 4" O.C. AT EDGES AND 6" O C. FOR ALL INTERMEDIATE SUPPORTS OF THE FIELD, (TYPICAL AT INTERIOR AND END ZONES) - )C-� 17 -4' 3 --4-- -4' --- E.W.C. / PHONE � N0� ov- o wo>�IEN �zll Y 7 ti Y R ) _ 'ORACsE STOR E f i i FLOoR PLAN 1/4"=1 -0' i _.-Ada IPA '�--Q, w7■II I •.tom-�J=� Nil I0 (D _ foli11 I ■� ■', I! Irm u r 11:Cil BUCK FR,�MINCs � F14STENINC� SCHEDULE SWNG DOORS HEAD / JAMB- IX4 P.T. BEVELED W/ 3/16' X 1-3/4' TAPCON SCREWS 0 12' O.C. THRESHOLP: (3) 3/6' X 2-1/4" 1APCON SCREWS (PER DOOR) 248 LL - 248 L.P. ROOF FR�MINCa pL14N I/4"=1 -0" ROOF LOADING DESIGN: ROOF LINE LOAD 30 P S F_ ROOF DEAD LOAD -5 P3F. TOTAL LOAD 55 P.S.F Muse UPLIFT NOTE: TRUSS LPLIFT5 ARE 720O## OR LESS IF NO VALUES ARE INDICATW AT CONNECTIONS TO STRUCTURE ON ROOF FRAMING PLAN. DENOTES HANDICAPPED ELECTRIC 65+ WATER COOLER (TOP OF SPOUT �,ary OUTLET 0 + 36' A.F.F.) "' `. '' DENOTER PUBLIC TELEPHONE (TOP 0 +54' AF,F. FOP I CLOCK. HANDICAP ACCESS) LO Ir - - - - - - - - - - - I IEWC f I DENOTES 3" FLOOR DRAIN I \ WP/ PHONE W/ TRAP SEAL PRtl1ER. OR (TYP 0 EA,. RESTROOM) I — 4 F CH ItANKLE';S WADE .. TANKL S WATER I HEATER 0�_. L' HEATS 1 DENOTES HOSE BIBO W/ SWITCH LIGHT I �(}- VACUUM BREAKER UNDER _ - - - • rJ ATTIC _ EACH LAV. COUNTER • + �,1 -� MOTE: EDGE OF POOL 70 I. FAN BE MAX. 20'-0" FROM EDGE OF RINSE SHOWER (VFRIFY' W/ �- HEALTH DEPARTMENT) I H0rx, N �- 22"X `.Hi" A'71C ACCESS 42"X I--i/?" PIA GRAB - BAR (TOP (9 >33" A.F.F) r -�r APPROX. LOCATION OFI --4 _ MEC. EREY&W/ POWER C}) Y L- 0 I C DErJOTE5 DECK.-d7--CKLAIN iN SLAB. SLOPE SLAB TOWAR05 DRAIN SLOPE SLAB TOWAR F --t,- DRAIN (NO STEP) K I i LUCIE C IREVIV )R COMI BY / CLOCK ELECTRIC PLAN /4-I O' _4. 3' 4' 8' 4'-0.H. d _..g• 8 - .- "_4„ L� fa R m�' I 1z.—_-.. I1-1/?" X B" CONC. BILK. RECESS CONT. (OMIT A --� , • • EXTERIOR SWNG c('v5) 6J 4' CONC. SLAB (STEEL TROWEL __T FNISH) W/ 6X6 WILAXW1.4 W.W.F. a� ON VAPOR BARRIER OVER CLEAN, WELL -COMPACTED SAND FILL, PRE --TREATED FOR TERMITES, E PROVIDE EXTRA :.AVER OF W-WF. - 30" WIDE 0 PEOMETER _J DENOTES 3" FLOOR ORAN. VERIFY LOCATION IN FIELD (1"(P. OF 2) FOUNDA'"" ON PL1�N I/4 =1'-0' HE04LTH DEPARTMENT NOTES: I. POOL DECK SURFACE TO BE 5C(VE0 CONCRETE WITH "SKID-INHBITIVE' FINISH. 2. PROVIDE %NAGE INDICATING ROOM NAMES ON ALL DOORS, AND 5IGNAGE SHOWING DIRECTION TO THESE ROOMS, SO THAT SAID %NAGE 15 VISIBLE FROM POOL DECK SIZES Of SIGNS AS PER CODE. 3. EACH RESTROOM TO HAVE ALL REOUIRED SANITARY ACCE550PE5 ,e: TOILET PAPER HOLDERS, SOAP' & PAPER TOWEL DISPENSERS, WASTE PAPER BASKETS, ETC. 4. SLOPE FLOORS OF RESTROOMS t-OR A POSITIVE DRANACE FLOW TO FLOOR DRAINS. 5. DRNKNG FOUNTAIN SHALL BE "AIyG'LE JET TYPE" 6. RESTROOM FLOOR TILE TO BE NON -GLAZED AND PRE -APPROVED BY THE ST. LUCIE COUNTY HEALTH DEPARTMENT. -4" °µ1 CsENERAL ELECTRIC NOTES " l I. DO NOT SCALE ELECTRICAL ORAWNGS. REFER 10 THE.oi °r7 u ARCHITECTURAL PLANS AND ELEVATIOd5 FOR THE EXACT .. LOCATION AND VERIFY WITH OWNER'S REPRESENTATIVE. - �xnsa±;;.• 2- ALI_ WORK SHALL BE DONS' IN ACC'ORCIANCE WITH THE LATEST rr ,; EDITION OF THE NATIONAL ELECTRIC CODE AND SHALL COMPLY WITH ALL LOCAL CODE REGULATIONS A!, RESTRICTIONS T f ,� • :°r, ; 3 ALL CONDUCTORS TO BE COPPER, 4' i,�.��ll 4, PROVIDE GROUND FAULT NTERRUPTEP_ CQCUIT5 FOR ALL 1� WEATHER-PROOF RECEPTACLES, AND WASHROOM RECEPTACLES 5. LOAD CALCULATIONS; DF5COPTION CIRCUITS WATTS BKR/POLE `MIRE x — )' GENERAL LIGHTING 3 2500 20111 #1? WATER COOLER 1 1500 20/I# 2 POOL PUMP 2 2440 30/2 #10 POOL HEATER (5 KW) 2 5000 30/2 #IC TA.NKLE55 WATER HEATER 2 4500 30/2 #10 '', ' `% TANK.LESS WATER HEATER 2 4500 30/2 #10 1 SPARES___-- 2 3200 TOTAL 23,C140 WATTS / ?40 VOLTS = gc175.AM'PS 3) #3 THWN CU N 1-1/4" C ----\ METER BY POWER ---- IOO A TP1E cCOMPANY - MAN ("LOCK �..,/ BKR. 2 POLE PHASE SERVICE B .' 4%OwER, 3 WIRE COMPANY ---------�, , (2) #I:' THWN CU IN 1/2"" C W/ (1) #12 I"N co CND. COLD WATER PIPE fig BARE CU GROUND TO COLD WATER PIPE & GROUNDING ROD ELECTRIC RISER D 145R41" i N.T.5. 16"X6" CONC- BLK. COL. W/ 4#5 VERT. ANCHOR TO FT'G. & T. BM. FILL CELL W/ GROUT 30"X30'Xi2" DP CONC PAD Wj 3#5 50TT_ EA. WAY ;TYP. OF 2) B"X 6"X 16" CONC. BLK. COL. W/ 3#5 VERT. ANCHOR TO FT-C. & T. ON, FILL CELL W/ GROUT ;n (TYP. OF 2) DENOTES RINSE SHOWER AREA. SLOPE POOL DECK TOWARDS 5HOWE2 DRAN 0 (t ! I � N _ --_ 8"x8" CONC. BLK. COL. W/ 1#5 VERT. ANCHOR TO FT C. & T. BM. FILL CELL W/ GROUT (TYP. U.N.O.) 0 I 16'X18" CONC. MONOL11"HIG FOOTNG W/ 3#4 CONT, SET STEEL IN PALM BEACH CHAIR 2" RE -VENT ' 3" VTR H.G. p;r.:. LAV )• N.C. G LAV N,C. 3' 1-,[). W/ TR ,.';.... SEAL PRIMER r GENERAL F'LMEHINCx NOTE5'. ALL GRAVITY LNE:+ SHALL HAVE .A SLOPE OF 1/8" P1. R I' LINEAR FOOT I,UN I_E55 NOTED OTHERWISE). VERIFY SIZE, LOCATION, ELEVATION, AND CONNECTION OF SANITARY SEWER (IF APPLICABLE) AND 'WATER MAN IF APPLICABLE) WITH CITY I.OR COUNTY) PRIOR TO INSTALLING ANY PIPE. PROVIDE A f1.EAN-OUr A BASE OF ALL WASTE STAB S. 2 WC 3AZIN `0 AL 3"H.0 H.C.3 3' WC 3„ IN.(.>. 2' 4" 3' CO 3" F.D W/ TRAP SH SEAL PRIMER TO 5EWE2 I f9 � j + �- `� • � I: � L SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE WORTH, FL.ORIDA 334b7 (407j 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTI OF THE ARCHITECT AND 15 NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECTS EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE. THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH. COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW- NO WARRANTY EXPRESS OR IMPLIED IS HEREB) GIVEN COPYRIGHT © 7997 ALL RIGHTS P r '+-D COMM. NO. Lq7-055 DATE 15 5EPTE'1BEP- Igg7 POOLHOUSE FOR GOLF vILL,Ase THE RESER'vE POD-3m RESERvE DEvEOLPERS, LLP ST. LUCIE COUNTY. PLORIDA SCANNED BY StLuc!e Cou* SHEET A&32 I OF -- 3 -- - --- — -- 12 7 FFITCH SPANISH "S" CONCRETE TLJ ----� 1" Sr100TN RAISED—� STUG'CC BANDING R/S CEDAR FASCIA - - 5K,IP-TROWEL STUCCO — FIN5H 1" SMOOTH RAISED --� STUCCO BANDING �'FINtSH�S'� (3) 16'XI6' VENT BLOCK 7 —0„ FRONt ELEV14TION _____- 1 SIDE ELEVATIONS (TYP. vF 2 . . . . . . LAI REAR ELEVATION y ENGINEERED WOOD TRUSSES ------- SIMPSON "ETA14" MTL. STRAP EMBEDDED INTO GROUT (W / HOOK) FASTEN TO TRUSS W/ (3) 16d NAILS, BEND OVER TOP 04ORD & FASTEN W/ (1) 6d NAIL (MAX UPLIFT= 720#) i 1ASONRY TIE BEAM C)V[ RHANG AS NOTED ENGINEERED WOOD TRUSSES --- (2) 5IMP50N "ETA14" MTL. -- STR.AP EMBEDDED INTO GROUT HOOK) FASTEN 1,; W j (5) 16d NAILS, BEND OVER TOP CHORD & FASTEN W/ (1) i6d NAIL @ EA. STRAP (MAX UPLIFT— 1800#) / MASONRY TIE BEAM C ' 1.U. ---- A�) NJ I I Li ENGINEERED WOOD TRUSSES SIMPSON "HETA20" MTL. STRAP EMBEDDED INTO GROU1 (WI HOOK) 'FASTEN TO TRUS`_' W/ (7) 16d NAILS (MAX UPLIFT= 1636#) I -A` 0Nk' i� 11E CAE AN ELEVATiCIN I i tr 3f ='� P. WALL E ,T i,)N f ,I:t ACTUAL i I-4 L k EFZf ANG I L CONNECTION DETAIL 1 ELEVATION_ AS NOTED `5PANISH "S' CONCRETE TILE SET N '"° !10RTAR & HALED TO ILAYER OF 90# >LATE, HOT --MOPPED OVER I LAYER If 30# FELT 1IN-TA6GfO ON 9ff3' EX,. PLYWOOD SHEA.THNG ---- OVFR cNGNEEREO WOOF TRUSSES q 1. 4 0__; (INSTALL AS PER TILE GALV. MTL. DRIP ON IX2 P 1, NAILER OVER. 2X8 R/ S — - CEDAR FASCIA TOP OF MAS. T. BM, METAL LATH & STUCCO —_--- SOFNT W/ 7'X22" SCREEN VENTS a 8'--o" O.C. STUCCO !2 COA1'51 ON CONIC. BLK. f WISH FLOOR — TYF' I C04L w 4LL SECTION 3/4"=1 —0" DENOTES N4 BRIDGING &; 8•-0' O,C, -- FASTEN '"0 10P J4' FACH BOTTOM C W; I.2? 8d NAILS DENOTES 5/8' GYPSUM WALLBOARD ON 3/4' MTL. FURRING ® 161 O.C. PERPEND- TO BOTTOM C14ORD OF TRUSSES DENOTES GALV. METAL TRUSS SEAT & ANCHOR STRAP (AS SCHED.) DENOTES B'X8' MASONRY T. BM. ADD 1#5 CONT., FILL W/ GROUT. ADD 2#5 CORNER RETURN BARS (24" LONG EA. DIRECTION) DENOTES STUCCO ON 5"X8'XI6" CONC. BLK. DENOTES VNYL BASE DENOTES 4" CONC. SLAB (STEH, TROWEL FINISH) W; bX6 10/10 ._.___,.. W.W.F. ON VAPOR BARRIER OVER CLEAN, WELI.-COr1PACTED SAND FILL PRETREATED FOR TERMITES. PROVbE EXTRA LAYER OF W.W F. 30' WDE 0 PERIMETER DENOTES Ifi" X IB' CONIC. MONOLITHIC FT G. W, 3 111 4 CONT. SET STEEL N PALM BEACH CHAIR iL= SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (4071 641— 7575 L� THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS 'WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE. THE 1 DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY REBY GIVEN ^----�_ — 997 — COPYRIGHT 4RC-4�7 COTT O. DYEER AR^s�c-T P..4 ALL RIGHTS RES '.TD.-- L_— —----�J! COMM. NO 7-055 DATE —, LI 5 SEPTEMBER IPg7 POOLHOUSE FOR GOLF VILLAS 6 THE RESERVE POD - 30 RESERVE DEVEOLPERS, LLP I ST. LUCE- COUNT(, FLORIDA SCANNED By atuceCotinty SHEET OF 3 I u PARCEL 29 AT THE RESERVE i II I II LAND USE: RESIDENTIAL SUBURBAN (RS) ZONING: P.U.D. A� I I --- -._- .— .-- -- — E$L$TIjF6'LDEI�LK— — — — — EXISTING PAVEMENT- — — — --__ __ r E EC:r DRIVE — -- -- — EXISTING "F=CURB AND GUTTER N 54012'07" E CROSSWALK — — — - — _ -- Q — -- _ --- — 15' LANDSCAPE BUFFER^ ENTRY SIGNAGE M O (6 s.f. EACH) I I l I p= 82°18'49" I I m 1t �o,�y PHASE 4/ s/ O/ R = 25.00' i I� fF \\ III ® ® ® ® L = 35.92' -O B 1 y t du_ F I �v /ow 't! \ 1 PHASE IV I 1l II i'I r"—STOP SIGN AND 0 , 0 I d 1 V Wiese 24' STOPBAR (fyp) `'�� �I n) \ \\4 7� T \ \ �91 �- ` r I I \ ., 0 12.525 50 100 150 / Soo s ` \ SCALE: I" = 50' , b 1®= EXACT DECK CONFIGURATION t•'� i+� i`-.. \ \ �� \ ` �� `� \ / \ ( AND SIZE WILL VARY WITH h `_ �✓ ACTUAL SITE CONDITIONS. to 413 96 PRASE SE tp 17V 05 \ 701r t�8 ' — i \ , PHASE r,e3' � , _ __.._ : - \ 1� \ Y 1 r t0i : 14 156+ 71 P . \ - 1 p _ 85°33'22" L - 37,33' \ \ �- } .+` J-� �\✓` ` i I! .' 12 \ \ \ PHASE PHASE � �8 4 �w --- Aso r. \ PHA S 1 \ 7 J \ 141 \ 142 T 1202 124 127 6 1 2„ OO c5Y \\ 1 8 103, \\\2� t82 26 / �i�= 91°55'15" �\ R = 25.00' \\ I - p = 08030'34" R = 975.00' L = 144.80' I I II 11 II ll LAND USE: RESIDENTIAL SUBURBAN (RS) ZONING: P.U.D. j ' p = 48050'08" R = 137.00' EXISTING LAKE 1 L = 116,77' o o - C�� 74 03 \ \ t10 / ol / P� 7 111 � �, t \\\ 7 120 f .u'* I Ilk 1.5. OVERHANG 12, BLUE WHITE NOTES i"L50 FINE L TOP PORTION OF FTP 25 k 26 FTP 25 SHALL HAVE A RE: ELECT VE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BOWER. 2. BOTTOM PORTI('H SHALL HAVE A REFLECTIVE WMi E BACKGROLW WITH BLACK OPAOLE LF GEND AND BOR)ER. 3. FTP 25 k 26 MW+ BE FABRICATED ON ONE PANEL OR TWO• 4. FTP 25 IS FOR 0E IN AREAS WHERE SPACE IS LDAITEi'- HANDICAP SPACE DETAIL PROJECT LOCATION LOCATION MAP SITE DATA: OWNER: M.L. GOLF BUILDERS DAVE WARD 2172 RESERVE PARK TRACE PORT ST. LUCIE, FLORIDA 34986 ENGINEER/ SURVEYOR: LAWSON, NOBLE AND ASSOC.. INC. 590 N.W. PEACOCK BLVD. SUITE 9 PORT ST. LUCIE, FLORIDA 34986 (407) 878-1700 L`v h h O w ZLLJ � n LJ Q m Ld N Jam' V 4r EXISTING ZONING AR-1 PROPOSED ZONING P.U.D. a FUTURE LAND USE RESIDENTIAL SUBURBAN (RS) } rq, RESIDENTIAL USE 238,037 0. (5.46 Ac.) = 44% > RECREATIONAL USE 17.250 s.f. (0.40 Ac.) - 03% UJ N OPEN SPACE 283,063 s.f. (6.50 Ac.) - 53% GROSS SITE AREA 538,350 s.f. (12.36 Ac.) 1007. a IMPERVIOUS AREA 240,487 s.f. (5.52 Ac.) = 45% r BUILDING AREA 115,136 s.f. (2.64 Ac.) = 22% 136 UNITS 111,486 s.f. OFFICE 1,200 s.f. `1 `� < q CABANA 800 s.f. POOL 1,650 0. PAVEMENT AREA 120,310 s.f. (2.76 Ac) = 22% SIDEWALK AREA 5,041 s.f. (0.12 Ac.) = 01% PERVIOUS AREA (OPEN SPACE) 297,863 s.f. (6.84 Ac.) = 55% O TOTAL UNITS 136 i1 LLJ VT DENSITY 11 D.U./Ac. z > BUILDING HEIGHT: ALL UNITS ARE TWO-STORY (MAXIMUM HEIGHT - 35 FEET) -'5 > ..:) CL O BEDROOMS: TYPICAL UNIT - 1 BEDROOM 1iJ -.) 0 M PROVIDER OF UTILITIES: RESERVE UTILITIES J W (n REFUSE SERVICE: DUMPSTERS (6 PROVIDED) Q f— m PARKING CALCULATIONS (n o m U LL. o TOTAL PARKING REQUIRED (RESIDENTIAL): 2 SPACES / UNIT (2 SPACESX136 UNITS) = 272 SPACES C V) TOTAL PARKING REQUIRED (OFFICE): O 5 SPACES / 1000 s.f. w W (5 SPACESX2400 s.f./1000 sf) = 12 SPACES wr TOTAL PARKING REQUIRED: = 284 SPACES TOTAL PARKING PROVIDED: = 284 SPACES ~i TOTAL HANDICAP PARKING REQUIRED: a m I. CO 7 SPACES / 201--300 SPACES O Z <o -i Z w J 284 TOTAL PARKING SPACES = 6 SPACES TOTAL HANDICAP PARKING PROVIDED: = 12 SPACES -i a u~ � z t- BUILDING SETBACKS: z FRONT: 8' MIN - 12' TYP. (TO OFF-STREET PARKING AREA) Q SIDE: O' MIN (GOLF COURSE) 20' MIN (NON GOLF COURSE) o REAR: O' MIN (GOLF COURSE) Ld 20' MIN (NON GOLF COURSE) W > M Z -i Airy ��+� O F-H u I �rvTLV• Z a' ago w �n(o 1. P.U.D. PRELIMINARY DEVELOPMENT PLAN APPROVAL WAS GIVEN ON SEPT. 6, 1994. D M p 2. SQUARE FOOTAGE AND CONFIGURATION FOR POOL, CABANA AND SIGNAGE ARE CONCEPTUAL AND WILL w Z u BE SUBJECT TO FINAL DESIGN AT TIME OF PERMITTING. 3. ODD NUMBERS SHOWN ARE FIRST FLOOR UNIT NUMBERS, EVEN NUMBERS ARE SECOND FLOOR. O v J N a 4. FINISHED FLOOR ELEVATION OF ALL BUILDINGS TO BE 29.00' NGVD. 5. BUILDING FOOTPRINT SQUARE FOOTAGE IS: w 3 8 UNIT BUILDING 6,561 s.f. SC N ED � 12 UNIT BUILDING 9,833 s.f. z StLUcleft1 40 " AREAS RESERVED FOR FUTURE PARKING CONSTRUCTION (IF NECESSARY) mi CONSTRUCTION SCHEDULE: PHASE Eiz 1:IMATED COMPLETION DATE I DE(;EMBER 15, 1996 OCT 1 5 1997 LNk II FEORUARY 15, 1997 III APRIL 15, 1997 IV JUNJE 15, 1997 V AUGUST 15, 1997 SEAL FILE S VI OCTOBER 15, 1997 VII FE15, 199SET ' OF 1 B090 VIII EBRUARY BRUARY 15, 1998 G:\DATA\001-099\B090\CAD\B090SP01 10-10-97 10108;07 am EST