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HomeMy WebLinkAboutRevision - Building Plansf•. OFFICE USE ONLY: DATE FILED: REVISION FEE: - 1. 2. PERMIT # `o1-L p � , RECEIPT # w g ST. LUCIE COUNTY PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 349825652 (772)462-1553 APPLICATION FOR BUILDING PERMIT 1� PROJECT INFORMATION LOCATIONISITE ADDRESS: nRTAILED DESCRIPTION OF PROJECT ,,9- O 1 D 3. CONTRACTOR INFORMATION: p ST. of FL REGJCERT. # C G� tr d S ! Z ST. LU IE CTY. CERT. #. BUSINESS NAME: QUALIFIERS NAME: _ ADDRESS: STATE: FAX: 4. OWNERIBUILDER IINNF-O/RMATION: l �6 NAME: ��Ci� ADDRESS: 141 7 ov !J'��/ CITY' STATE: o ZIP.. . r PHONE/CELL: 5. ARCHITECT NGINEE INFORMATION: NAME: ADDRESS: STATE: CITY: ZIP: PRONE(DAYTIME). FAX: FIRST FLOOR-HVAC PLAN SCALE: 1/4" = 1'-O" \ u 6) CD c O CD d, O G W p O c) a O T A D U SI d Cr d IG W Z 0 2 Mtn W v O LJ ' Li � Ld Z M to M Y W � Cm N W Lo FSFA o h W 9 Q jQ' �NOq�� pRp o X C MpFFNF ByFjF(D yCpgA � SF, o r �y�,�ss�y/NspFprp noys K m C NOTES: Aap�p,q��®r,��q osNt . ® r T HAVE 4" CLEARANCE ARFdQO*U. F8 w SUPPLY AIR DUCTWORK MUST BE ROUTED AT A z AUM DISTANCE OF 60" FROM ALL SMOKE DETECTORS. n z AIR HANDLING UNITS AND CONDENSING UNITS o s TO BE CARRIER TYPE PURON SERIES ¢ a INFINITY CONTROLS TABULATION CONDITIONED SPACE 1ST FLOOR -LIVING AREA 4196 GROUND LEVEL A/C SPACE 2925 TOTAL UNDER A/C /171 UNCONDITIONED SPACE GARAGE AREA 1062 OUTSIDE SPACES ENTRY 46 DECK MINUS POOL 1111 GROUND LEVEL PATIO -MINUS POOL 1111 POOL 318 TOTAL OUTSIDE SPACES 2586 TOTAL TABULATION 10769 N T c.5 (/) CD U Z a� = z 0 0 w z N z O o W z C Z o U W / ) VN U � U J LL LL � z W > aLj cn cn z Z ¢ z o z O _9 z p N a 118" x 12' STRAP WITH WITH 1-1/t CONCRETE € MAIN STRUCTURE COLLAPSABLE WALL DETAIL VARIES I TERIOR FACE 2" CLEAR SPACE ] £ WA EXTERIOR 'FIN, ME(,'. SPEC, ir'PS" a 7fiC-`COPe rF(R'i CK 1" X 4'P, fit1CK- WITH klwd .{14 a'D 'r'/G MASONRY W/ 9d CH NAILS STAGGERED O C, 0 4" ox, Exterior Window Nut 7c Sco7e 777771i CAST STONE OR POLYMER STONE COVERED NEWEL POST WITH POST CAP MIN. HEIGHT IS TO BE 42" STEEL PIPE COLUMN, 36" HIGH WELDED TO CONCRETE EMBEDDED STEEL PLATE EXTERIOR CONCRETE DECK 4x4x1/4" STEEL PLATE WITH 4" LONG NELSON STUD ATTACHED (WELDED), SET PLATE AND STUD INTO CONCRETE, FLUSH AT TOP p c o N w U Q Y ELIEy c> Li d 0 Z o 0 ) z" IFTR'' z,, � O L� . o Lj Ld " VTR�z PAR SINK 1 z K 1 TUB ~w � � IAA' Z m 2" VTR Z W. b,.,�rWASPrERLO w N v _ .;.k C. TiiaS LAV. € .,,.. �� ! 2 COMP Sf7EJN, 3 t OiOS ' y GW M LLJ 2" n LAVf?SH I I ~ ~ 2 ~ x X ' 3" � LA� .._ � ® sue U. COPY z o ai Lm wm 9 0.Ir JND' WASHING MACHINE NN WASHING MACHINE LAUAL: s=1K > lN ' R LAV. . Q W.C. " ..: s WR z i PLUMBING RISER FIRS-7- FLOOR SOUTH, VARIES. 2 112" 110 `i`APCON' .. (! � Ka 'WOR FACE SCREWS 0 18 O,C, OF WALL E LXT R#OR DOOR ° MFG SPE{ zu X av P'T B(J("x Detail Exterior ...Door....: Not Ta Scale RAIL POST DETAIL 4m PLUMBING— P t�?fLiJI�?�:7 RISER GROUND FLOOR Cpllp SF 4/N"Oeozo� 0*i PLUMBING FIBER FIRST FLOOR NORTH ��p�4t Z/0�� �°D F$ N T. S, cn Ln HINGES FASTENDED WVJ14 X 5/8"-__., SHEEN METAL SCREWS CENTER HINGES (4) SCREWS REO`ti. ` EXTERIOR FACE END H#:�iCES (4) SCC iWS EeEfr`D. M� J ;Cf WALL I ��. SIT 1 2" INTO OPENING _ 2'" TALI 20 C A CALM, STEEL REiNF`. 2,; P.T. TO r�' I I _ u- AR _2; REQ'D PER SECTION FASTENED WI 14 X 5/8 # G, SHEET �E A GARAGE ODOR HARDWARE Y f2" ,J E?C f T `( n" L.O aCREWS (�) SCR WS �'e`Lt� D E STILE BOTTOM ROL{ER BRACKET FASTENED Wry#14 X z/€ - LB SHEET t METAL SCREWS _,ge Door Anchorage _. z � To Socsle Detail Not 70 Scale Manufactured Garage Doors (740 mph) _I Q C U', w J t1 J LJLJ (n z a o z' J Lu N O O LJ.J z U o u w z N w _ L W Q � z ¢ s z z 0 0 .r0 o 11 zoLLJ o M O L; 0 dig0 V) Of w J I L-2 ,.,, ... .. n ._..._.._.. ...._.._ ...,..........._.. _. ... +51.2 -68.4 +51.2 -68.4 +51 2/ 68.4 ___.___. \ U 1ST FLOOR FFE 26.33 NGVD +51 2 -68.4 +51.2/-55.4 +51.2/-55.4ME��is m .................................. ...... l _ _. ..._.,...._�.. __ o N +45.0 -50.9 +45 0 r50 9 .� ... : .................... , ........................ L-5 �. L-6._ __. ❑❑❑❑❑ ❑0EI❑❑ oo j _ ..w ..... I �� ❑❑❑❑❑POOL _ �.. ❑❑❑❑❑ ,� _.. , , (BEYOND ___ __ ❑❑n0❑ -_ ❑❑ n❑ _ nn❑0❑ ❑❑ ❑❑_ __ -- _....... _w _.. . J - - m 3 +51 2 -68.4 +51 2 68 4 Li GR. FLR. ELEV. 16.33' NGVD _._ ❑ ❑ ❑ n ❑ .__. ❑ 0 ❑ ❑ ❑ _T INTAKE L UVER EXHAUST L )UV o Z cm 10'x8'-6" OVERHEAD DOOR 8'x8'-6" OVERHEAD DOOR RUSKIN 84"x36"ACL / z W Lo 845-D STATIONARY 15'-3-1 2" NGVD BLOCK WALL W/ ° ACOUSTICAL LOUVER f _ wo o T FRONT ELEVATIONTYPICAL 2 PLACES) CONCRETE SLAB ELEVATION HARDI PLANK FINISH SCALE: 1 �4" = 1'-0" _ __ 15'-0° NGVD I-i w N * GRADE ELEVATION' z COLONIAL GRILLES -FRONT WINDOWS ONLY „ >z µ 12 ROOF NOTE: BARREL TILE OR METAL ROOF, SHOP DRAWINGS TO BE Z Lo M 6 METAL OR TILE ROOF SUBMITTED DURING CONSTRUCTION TO THE COUNTY. Lu "R•, - � N pp �,.., _ METAL OR TILE ROOF ` �' m F- o 0 L-13 L-14 L- 5 ° ®0 12 F NN 6 +48.9/-63.8 +48.9/-63.8 +48.9 -63.8 �p z METAL OR TILE ROOF ��QU79F Fcrr e METAL OR TILE ROOF � ' � � oo�ysFNo"0j"�i°ayy o s gip` y FCC F /N �0 9F I STUCCO STUCCO t� sgq�D soF cn0 r pi s3wo L-10 L-11 L-10 L-12 L-13' L-14 L-15 L-17 L-18 L-19 +5T.2/-68.4 +58.4/-53.2 +51.2/-55.4 +51.2/-68.4 +48.9/-63.8 +48.9/-63.8 +48.9 -63.8 +48.9/-63.8 +48.9/-63.8 +45.8/-57.7 nnnnn • n nn 4 m nnn 4 MAX. OPENINGF/Ulp to 1ST FLOOR FFE 26.33' NGVD BOT. OF POOL ELEV 19.67' NGVD — — — GR. FLR. ELEV. 16.33' NGVD REAR ELEVATION SCALE: 1/4" = 1'-0 'HALLS TO BE DETERMINED IN THE FIELD DURING CONSTRUCTION BY THE CONCRETE SUB-CONRACTOR & APPROVED BY ENGINEER DECK ABOVE BASE PLATE U z Q C LJJ J 0- _J J W o Z cn OO., I Q Z NZD Li LLB w cr Z Z. O U Z_ >> f— o z -d _ -' OLu Z N LL � = i- a > _Z zo 17 O U', O, Q uo 12�J w Zoo w >_ Ln r E R 0 TOP OF ROOF RIDGE @ 56.33' NGVD TOP OF ROOF RIDGE @ 44.67' NGVD WALL HEIGHT A. 38..33' .NGVD... . ( 12'-0" AFF) 1ST FLOOR FFE @ 26.33' NGVD FILL— I IF l 1,%L ....... .. . ... .. ......� nlnl IT rl r\/ATInNI WALI EXACT AROUNE TOBEI SPIRAL STAIR`: DECK ABOVE STAIR RISERS TO EXCEED 7" CONNECTION OF STAIR BASE PLATE TO COLUMN TO BE DETAILED BY STEEL STAIRWAY MFG. FEET ELEVATION SCALE: 1 /4" = l'-O" 3/4" CDX PLYWOOD SHEATHING WITH 8D RING SHANK NAILS 04" D.C. PERIMETER SHEETS, ALL OTHERS ® 6' O.C. EDGES AND FIELD. r.o4 12 ON 30j/ PEEL TYPE ROOFING FELT) ?V RTICAL r Un Un Lc \ \ 6 2x4 SUPPORT ® 8' MAX. SPACING 4'°� CD R-30 FIBERGLASS 2x4 CONTINUOUS ® ALL o c BATTS INSULATION LEVEL RETURNS OR AREAS OPEN TO AMC SPACE ELEV. 43.33' NGVD 1/2" DW-10" P.T. FIRESTOP ALL TIEBEAMS TO HAVE #3 "24" (TYP ) 0 10" O.C. CONTINUOUS (TYP.) 8xl6" CONC. TIEBEAM 0 42' NGVD 36" OVERHANG ON W/ (4) #5 BAR CONT. REAR OF HOUSE ig: a NOTE: WIDTHS OVER 24" TO Z HAVE SUPPORT ® 12" z c O.C. UP TO 60" SOFFIT w o SEE ROOF FRAMING PLAN O ¢ a CONNECTOR SCHEDULE Z 12 61 z w c O > STRAPPER SCHEDULE z [ 6 OZ C.R. COPPER R-30 FIBERGLASS 2F. EDGE, CEDAR FASCIA - - - BATTS INSULATION ELEV. 38.33' NGVD r1 5/8` DW-lx3" P.T. FIRESTO *24" (4.) Bxl6" CONC. TIEBEAM 0 37' NGVD W/(2)45T&B * 36" OVERHANG ON #3 TIES 0 7 O.C. REAR OF HOUSE CONCRETE FILLED CELL------' a c EXT. WALL STUCCO ON B" CMU W/ VENTED STUCCO SOFFITJ INT: 5/8" DIN ON PT 1x2 FURRING 16" O.C. PRECAST LINTEL W/ a' o W/ 3/4' R-MAX UNDER FURRING (1) GRADE 40 J5 REBAR \ o o #5 VERT. IN CONC. FILLED 4 FURRING o° o o` CMU CELLS (SEE PLAN) 4'-0" O.C. MAX. IMPACT GLASS WINDOW -SEE WINDOW SCHEDULE � 2" VINYL CHANNEL REVEALS MARBLE SILLS PRE -CAST SILL PLUS 3/4" PERFORATED FLANGES (O.A. 3 1/2") VINYL #5 DOWEL 0 VERT. LAP MIN. 30" c A 3 CORP #CS 75-200 c F POOL ELEV o o it NGVD 6 1/2" CONC. sLA Li 26.33' ELEV NGVD tr 16x24" BEAM W/ (2) — — w 0 0) #5 BARS T & B 16x24" BEAM W/ (2) Z 0::In #3 TIES 0 10" O.C. I — ' I N I' #6 a4AK & B o o STUCCO ON 16'0 CONCRETE�_j iw N , COLUMN (TYP.)-SEE SHEET 14 uj n w'i5 .�. 16x24" CONC. BM R. INF. W . _ STUCCO SIDES/BOTT Of STUCCO BOTH SIDES Z co o - Lo 8" CONCRETE BLOCK WALL WITH r? #5 VERTICAL STEEL AT 4--0" O.C. w 0) MAX. PROVIDE 6 EMBEDMENT � ap N STIRRUPS INTO BEAM ABOVE AND 30" MIN. w Lo LAP SPLICE AT BEAM BELOW. t N CONCRETE ALL BEAMS (6) 3 ®4" O.C. _j r� BLOCK WALL AT EA. END & 3 0 0" OC. w IN MIDDLE Q INVERTED BEAM ELEV. 19.33' NGVD L SHAPE 0 12' x o .. ... ... ... 0C.-3D`x30" -:8 p rZ'- F- M ® r 8" CONC SLAB O ' 8" INVERTED BEAM 8" INVERTED BEAMC w w W/ (2) #6 T & B II I I W/ (2) #6 T & B opy .72 r 8" THICK CONC. LAB F- Q) o) W/ STIRRUPS I, I SEE SHT 3 FOR 'OCATIONS W STIRRUPS w C CN-I GR. FLR. ELEV. 16.33' NG II I GR. FLR. ELEV. 16.33' NGVD Q NS ARE SUBJECT ANDALL PROpOSED Q REQUIRED ANY CORREC WORK _ ) STEM WALLS 1 I I MAY By TO NONS COLLAPSABLE, BLOCK BEYOND I I I COMP YW N,QS(ARYIn�,IORDER rl 11'70" ELEV. NGVD I DETAILS OF RE$7v1�IQ�1NS, SLAB & WALLS TO BE DE7ERMIN 104 FIELD DURIN I I I CONSTRUCTION BY THE CONCRETE SUB-CONTF & APPROVED BY ENGINEER OF RECORD TOP OF GRADE BEAM ® 11'-0" NGVD w CD GRADE BEAM • • • KD b N 12" x 24" N U Wl(3)#7T&B • v as TIES 010" O.C. TYPICAL PILE: 16"0 z TOP OF PILE I POURED CONCRETE O 10'-0" NGVD I I Q I I I I w a LLB I I o a ED o- n Z o a Il Il �JI w c n U w TYPICAL PILE 16" 0ZD ` \ DRIVEN CONC. PILE z J 1 1 z W w J I I I I BOT. OF PILES w B L-.—.- ............................... ELEV -12:0' NGVD Z `t L_. —. J ..... — z z z TYP. 12'H 17.H BLOCK MALE SECTION 13 3Lu SCALE: 1 /2 - 1 -0 o N E (9) TREAD 0 12" m® 412' P.C. CONC. TREADS W/ OPEN RISERS STEEL STUDS STUDY i ELEV. SHAFT I FIRST FLOOR ELEV. 26.3S 3/4" T&G PLYWD GLUED AND L NAILED TO 20" WD JOISTS 0 16' CC W/ R-11 INSULATION I i 2 5/8' TYPE "'X" FIRE CODE TOP OF GROUND EL SLAB: 16.33' NGVD t 8° CONCRETE DRYWALL -CEILING & WALLS, TOP OF GRG. FLOORS 14.33' NGVD BLOCK WALL '' 1/2' DRYWALL ON 2x4' ................ ........ _,.. 7` THICK SLAB r1 WD STUDS 0 16' CC W/ R-11 INSULATION 6 1/2" THICK SLAB 4'-11" 8" Y-1" 6'-5" 4" TYPICAL PILE: 16"0 (7) TREAD 011' LIVING ROOM 12x24 GRADE BEAM WITH (3) #7 TOP AND 80T. FFEOF1ST FLOOR ---------------- -------------------------- - ---------- 14 a ELEV.: 26.33' NGVD y -------------------------- - -------------------------- EXCAVATE 12" EACH SIDE OF PILE FOR PILEPENETRATIONINTO BEAM (TYP.) 8 ICK J CONCRETE AINDING $ ejf5ODOWELS GALV. SUPPLY DUCT FROM MECH. RM. BEYOND FFE OF LANDING1'SLOPEUGER ELEV.: 21.9' NGw O 12"C T�OPST PILE. 10'610 1 NGVD PASSAGE Q $ L......... _..1 Et E2 334 CLEAR #30 TEMP O 15"CC 4 (4) #6 DOWELS, VERTICAL n 1' DROP d #3 TIES 0 12" O.C. `� f I g NVERTED BEAM- 'n SEE DETAIL BELOW SEE WALL SECTION TYPICAL 160 AUGURED PILE o ON SHEET 13 � � 7" THICK CONIC. SLAB GGNGRETE STRINGERS I ELEV: 16.33' NGw BOT OF PILE: -12.0' NGVD I 16' x 24" INTERIOR BEAMS I I I I CONCRETE AUGER &COLUMNS 6'-3 7'-11" (9) TREAD 0 11" EA. I I 1 I SECTION c I1 I SCALE: 1/2" = V-0" 2 TYPICAL PILE 1610 OR 161x16" CONC. POURED I I I ___________ I I GRADE BEAM TOP 11.0 NGVD TOP OF PILE I I I I ELEV: 100 NGw I I II I II I II I y 1 - 1 L _.J...... L.—.� BOT OF PINE_ L .—.�.......LLEV 120 NGVD .....: 4................. SECTION A SCALE: 3/8" = 1'-0" 14 LANDING DINING ROOM I�7 I I I o I I, 7" THICK CONC. SLAB I ( CONC. STAIR I � I GROUND FLOOR ELEV .33' I I _ - - - - ----------------: _ I' I. J S2 S2 I I I l 8'W STEMWALL I I — — — — — — — — -------- TOP OF SLAB (BEYOND) TO GRADE BEAM I I I I I 8 W STEMWALL I I I _.,...... __. I TO GRADE BEAM I . .... ... ... ...... ..... .... . 1 I I I 3 3 I I I I i. .,�....t ... . .. ' - 8' 5'-0" 8 5'-4" 8 a' S" B" 1 SECTION e14 SCALE: 1/4" = 1'-0" (4) #6 VERT. #3 TIES 0 12" S" FROM ENDS 2" CLEAR TO STIRRUPS 160 ROUND COLUMN #3 TIES 0 12' O.C. TYPICAL CONCRETE COLUMN & AUGER PILE SECTION o SCALE: 1" = 1'-0" 2 BLOCK WALL --- 110 STUDY ELEV. SHAFT #5 O 12" O C FIRST FLOOR ELEV. 26.33' - !_ - - - - - - - - - - - - - B N DETAIL A 16x24 BEAM b SCALE: 1/2" = 1'-0" 2 cV ELEV. DOORS 3 E1 m3 7" THICK CONC. SLAB v� N I 3 - 7' THICK CONC. SLAB o GROUND FLOOR ELEV. 6.33, TOP OF -----------GRADE BEAM w S co11.OD NGVDELEV. 16.33' NGVD_ ELEV. 16.33' NGVD- - ---- -S'--------- �=- - ; 8"!4,-8. 8• T-8• 8" .... 7" THICK--� CONC. SLAB 7" THICK CONIC. SLAB SECTION eESCALE: 1/4" = 1'-O" SECTION B SCALE: 1/2" = V-0" - 8' THK. CI J5 REBAR 0 20" 4j#51 REBAR O 5" O.C. (T & B) ALL COLUMN REBAR TO BE \ ---- BENT 480 LENGTH INTO SLAB TYPICAL COLUMN UNDER POOL #3 STIRRUPS AT 8" O.C. ALL COLUMN REBAR TO RUN CONTINUOUS INTO POOL FLOOR - —#5 REBAR 0 5" O.C. (T & B) COLUMN REBAR DETAIL AT SW%NG POOL SCALE: 1/2" = 1' ' I'14�0 OZo r► POOL ELEV 26'-2" N I 16"0 CONC.PILE---" POOL SECTION SCALE: 1/4" = 1'-O" WQ 6" THK. CONC. I 3' /5 REBAR 0 10° O.C. 41 POOL STEPS /5 REBAR t #5 REBAR 0 5" O.C. (T 0 10 O.C. SR BAR 0 5" O.C. (T & SEAT ` #5 REBAR 18' THK. CON . 0 5" D.C. i• `-4" THK - — CONIC. I I I. I I I I I I , •' TOP OF PILE--/�/� 10.00' NGVD AB- o1'aL (BE I COLUMNS 7" THICK CONC. SLAB INVERTED BEAM ( I i I GRADE BEAM I 11'-0' NGVD tz SECTION G SCALE: 1/4" = V-0" 14 IN o a n co ° O O O cl I -] co n Z 8 w c to Z I CD Z SD w U Of W w cn tY cm m Q N Z Ln m u7 o p c i U I w O' c o O 0 0 2 o 0 U r r a o o I cl 01 W 00 O _ w � I Coco wW } z � C:fLd 00 rrnrI7 LoNZM r LLJ aj Lo L' X 0 �3 o t� 0] Or, PILE W Om00 �a c00 Noo, � pCj N Z �N A'8 SEP4ANSgND Q REowR o"y 0A,VYEOggPoSED ►yORI( a 44Y,pENEC��E4D1iVSPEC �OIJONS �Y ARY/NO RS Nr 6" '�,gpP4/04-n [Tu+O i 8' THK. CONfzS, .� _6" #5 REBAR 0 20"O.C. /5 REBAR 0 10" O.C. DECK/POOL ELEV 26'-2." NG\ .. ......N cn JACUZZI 11 cnUD O U N 20x20" I'1 I ACCESS v cn • - J N N CC c Q C P.QOL .BOT.ELEV..19'n8'. NGVD ... W CD Lo d J p of " GR. FLR ELEV. 16'-4' NGVD v — Z Z � I I I U) I O o I I v I ! /L/d/� V / x /� CONC.PII_/LE ' •! I I w cn (TYPICAL)) _ wLj z a o z NOTE: Z Q L � U DETAILS OF REBARS IN COLUMNS, SLAB & CD WALLS TO BE DETERMINED IN THE FIELD DURING CONSTRUCTION BY THE CONCRETE SUB-CONRACTOR APPROVED BY ENGINEER OF RECORD E14 w I w 3iOO:1 0 1 S FLORITAM SODS #F o 0 0 0 o N "'—NEW F O D W F�OR1S R� 0 O O ,O" �o_ c9 Lw16„FOR o0 oa 1 NE ; cU� c OJ 1 OJ N `1 R � i t _,�-✓ww CD 10' X10' .dM1 0 GAZEBO 1 \\ 11 0 1p P ERS� PROPOSED DUNE CROSSOVER: 1)1 NEW C FEDERATE NEW SABAL PALMETTO \ OUND 11 EXISTING o 1 COVER SEAGRAPE ° COIN 1� o 'VINE ca z \ 1 (3) NEW NERUIM o 0 0 SEA OATS r O OLEANDER NEW TABEBUTA a ° o ° &NATIVE DUNE 0 o c - a o a ° GRASSES n a 1 NEW CONFEDERATE JASMINE ° ° o o q GROUND COW ° ° w o ° o LIRIO o 0 0 0 o (3) NEW NERUIM PROPOSED RESIDENCE OLEANDER ,��, -' GR. FL. ELEV. 16.33 v ° o 0 6 1ST FL. ELEV. 26.33' 1� NEW o o SEAGRAPE �• (3) NEW PHOENIX RECLINATA ..�, o ... WOE �... XISTING o \ w O o 1 0 (1) NEW ILEX CASSINE I : ° ...- z W Lo " �_._ ,, :, .COIN: VINE ° ', o �,, z � L, NEW FLORITAM SODS w .EXISTING :SEAGRAPE o ° - 0 0 3 NEW NERUIM o ` EXISTING' O ' o.,.. o SEAGRAPE LLi W N OLEANDER , POOL o 0 0 0 1 ONFEDERATE JASMINE q> � GROUND COVER (3) NEW SAB L '" � _.;,.... �".o o: EXISTING PALMETTO ''a' ,o 0 �SEAGRAPE (20) NEW CROWN OF THORNS ° t. (6) SAW PALMETOco WAX MYRTLE �. ° o° /j rn� .w ... , , , t VINE 1 f > Cn u- t i 2 ° q SOUTH PRO LIMIT OF NEW FLORITAM SOD—/ PROPOSED LANDSCAPING PLAN SCALE: 1" = 10'-0" r w co co Cf) ON C N Z_ N Z r F v Z S N 0) to Ln 4�iq�i '0 k pq0 Q U 41,6!�"04. �r'ft0,0 ���� 074' )H'q�� ��9DEq� AB(F�O�S Q c UI J 0. J V/ G Q J z `` w N L.j o Q U w O J CL w N _ wZD — z z z' 0 o U �n O ri 5z o�� DIVISION 1 A - PLUMBING SPECIFICATIONS PART Ot':'F_-F ERAL A. The drawings ore irogramrnbic and not necessafiiy to Sonic or show mi iterrne required for the complete plumbing i°°stal3oteaa_ 15,02 .SLa.Qf_4=S` W1Ni-w A. Submit cotolog cuts qnd .description of plumbing fixtures, drains, pumps, water heotrfrs, etc:, as applicable to the war& under tins Section, and including descriptionand data ca errng, any proposes! deviations , ,he plans and speca7botions, Provide oil recurred ermits and obtain oil ins ectians and pa such fees as m• y be' thereby incurred, A: 4 p p pay Perform and obtain ail test:, as me, fie required, su ''rn all'fuek power, tube and instruments'! I v pplx 9 neeeded,. and pay such costs as may be thersay-ncur,rdd. B. All tests required to determined performance and Quality of all systems saran be mods in the prolvrace of the Afchrtec't. Test pressure not -;c.Warflccslly specified turplplr_g Systems sPoJ be air and,J`ar n doratptic a, 3509 of system aperoting pr wsuras, ar Olha has hha,* prescribed by code orrulings. lest'. pressures shod be rmmntained for a aonthnocc� twelve hcur period. A, Ali equipmem, rectencis and workmanship to Conform!,, with .nis Scoffer, of the specifications, Parts defeat-m or not as fa scifir=d shall '.be replaced is the sytter and retested at no additional cost to the Owner Faro period of one acr''� after final occs tapdg o the ',Completed work, , p y p S. The above sh,2k include garontoeof art machinery, equipment, accessories, and onneotions to operate .s,thout undue vibration, pudso6on or objectionable roles, Should such conditions he found to exist after final acceptance of the completed work, ;provide olopticabfe reinfa errand, leaks°iota, as ear. rea# Objectionable conditions shalt be determines rev, the Arch4ect_ c.. wlo.nufac'tures'sgaran£ess which extend beyond the one (1) year garrmfee shalt Me submitted to the . Architect far transfer.. to the Owner an or before final requisitionfor payment a the '.wore invotyJ, re ; F O— red f he cony o ra a area t � r ,, ..tee u! or t yy Nmaterialan equipment e f J � i ; F'i n'w,h. it lobar, . ; d k € _. .riot bat .rr.t,d to ar r, a A Nei includedt p aprsrrri{an of ab systems it th>s Sacis,sn of the speaificssttans, in accordance wit r� chi applicable eadas. 1, anitsry drainage_ system 2, ;"old and Not water system i 'z inevi .,.uuiattan 4. Connections to equipment furnished by Owner to other Divisions. 5, Siseves, hungers, supports, inserts, anchors, oppnrteonc 6, A_cessooes: tfalves, Strainers, hope, etc 7, Condensate drainage 1, Building d oinoge 9. Plwrruaing fixtures_ond equipment B, Work not included but not limited to this Section; '. L Electrical connectione-to and disconnect switches. 2: Cutting and patching 3. _ Finish painting ocher than touch—up of scratched or damaged mclory tints„es. 4. She work =natuding lawn sprinklers PART TWO —PRODUCTS A, a'o etary Drainage, System, F,., nistr and instolt complete systems of sort, easta o id vent_ piping from all p€tambinrg fixtures and/or other equipment as-. shown err picas or as required by cede (S edl3fs 40 — A'1C. throughout). 15,07 Pier A; abject to local codes,•requtreents. B. Accesstbie Short— t FVC-'w16r wrsnch r, hs, and shah be made up in silicone k bacant', C. Sall, waste dad dent lines shall be of the sizes shown on the drawings ar d to accordance with the oppOcabie, Sections of the Florida. Ba ndk g-Cods 2001 and shallrun as detailed. Vests ':sh It extend untfarhay 6' above the n e_ xl n i f w ensia . lA d n s„ut f with , , finished ., d roar, uant+� i a., ar,r; ,,,C., aonstr ...tarn of 4 .o..�h„sl .,d iris e p ui , 9 Skaxt p_ r daxFriin . to von# to offc,ct a wea9r�er iir,,hr seat, D. $hot" NWANNIMad ta uniform grade, Vertical piping shall be plumbed in two planes. A, Fumish end ;nstch' a .complete system of Bald water piping from the budding meter to art fixtures and/or equip.. regairing this u titr`�F'lps sltq"be type „&,.' C:apper. pipe,I z er " concealed within the building shalt „bl,, r a L soft drown co er i e. Aft joints E„ Cold eat_ supp g Yoe p# p p i shall be made; with lead free.. solder. Ail bare piping shall be kept clear of structure insofar as possible and Shali not , wn sr contact with efecerkml C. ear _ conduit at any point. G. No exposed piping is intended except,. -for f::ncl connections to exposed equipment, All final connections shall be made with chrome plated (C.P) tilping, E. Ali chrome :.tabid pipe, fiPiings, fixtures and equipment short be handled with great care and no ;wrencrr marks shot} show on Completed work, F votves in threaded iron piping, 2-.-112" or ands, shalt, its iron body, brass trarura€d. G. Furnish and install :air chambers at each cold water suppy to all fixtures and items of equipment Aiso 'tnetalt as air chamber an seen water riser, and at the end of each ruopty .line. Air Chambers shell be 20 i Oise diameter`s long but in no case less than 18 inches. Air chambers shall �be at least one pipe size larger than the Supply to the fixture served, except on batteries of ffxtun s wheA one large olr Chamber troy be used, with a minimum r Kbb Of 30' and full diameter of rain line. 15.03 A, Moterlals and Equipment., Materials and equipment seat; conform to the fokowkt t' ulremert.: !, t. PVC ire and fittings shelf conform, to ASTM 2751....77o with joints catforminrp to ASTisi'D<32t •:72, For pipe s � i:ndergrrauad and vent la'pir,g. i 2. Cast iron piping when be service weight and od blown to A, frier A-7.4 and FS-:rnra P— 40L Flush ail sonitary sewer~•. with water in sufficient volume to obtain free flow through waft line. Remove oil obstructions and correct art defects discovered; Remove all ekt and ba�b just poor to Rrat anieptance of the work.. ° i 4. A�texc:avat7,an ehollbe ovdreut to at least Y'.;Gtt wrens unstnbl>s €rote gls re'eta^.azanaer'syY, and bklak frt,etl. Craund and above piping with 314' and 1, ballast rock; ! 15.€G "a.J)_ffiNQ _r1w?URE A. At -"n fixtures shall be 'Firs, Quality' a defined dead set forth i Commercial Stcrrida r`d C5-36 as Ouolitv.. 7 prsrr,ra, g Q y 9, promulgated by the U,S. Department of commerce, j a. F'Muror end fit )ergs Proposed shell be as shown on fixture sctreduia, n i �'' r After nt�mbin fixtures ors set tine crack between the fixtures aria t„e r.afl s u,f be dot's.uil rritn Tub.. -fie C, � g v as manutsctu�°red b�y, American set, Cc,, Or approved squall. talaki T'h'REE--EXEGLO'ON e. All work _Tali be drone in accordance with the best siondard practice and as psarific€lty directed by t mesa documents or by the Architect. Ali work €1 onformi to .the applicable Plurn , Glides, and I al Pertinent local r ilutctxn. Concerting this ,ia.sificd:ban of const.uetiam 1-,12 iS A. Water Piping,, rs t to 120 psig hydrostatic pressure. �I s t, . , ,,r r n I r .,wu,,o, ..� �. B. ini s stern. „ss o" wax its o attss Sanitar i ;r3C t with 1O' head drive above the hT heed a , s' P ., g p y p stop lacks not ps ra tw tt} 4TEit N Of , i:.a+ system ti mil` ¢ ., th,irrne and r m thoroughly to ., ..,.h s t tsgr7 con t rn'n not less. than G arts or A a,a wCis 5,i's � tharaveghv s. red g p I iilrxwed to reaoin in system far Period of eight has ss, during which time oil v tves and aucetel shall be opened and stated ri several frma,5, After trrri#zolgr flush solution from eys`em with clean water a of rosfduau Chlorine Content is nor greutar than OQ 2 carts per nillkm, 5.14 !,r.QA64WME' -. A. Card crater system tloraughiy Sterilized with solution contained not tees than 50 Paris per r ikion of chlorine and allowed to remain system for period of eight hours, during wnlch t me oil v lives :and faucets': opened and closed several t. nos, After 'sisriAizatlan, flush solution from systems with clean dater until residuct chlorine content` is not greater bar 0,2 port per m Phan. a Lotsra defect caking during this period shalt, Open nptfitctfon by the Owner r Architect be, promptly Corrected lay the Plumbing Convertor at no odditionat cost to the ;owner. A .�,r .r . d7b,' ro Sins if Lion sale on tdec'nanicaJ and Etectrpdgt drawings. DIVISION 15 -- HEA TINC,AIR CONDITIONING & 'VET SPECIFICATIONS PAP7 ONE GF£°RAL 15C ,,Gt' A. the Cenorci Conditions nod Supple; ontory General Conditions are a part of this section of the asp' ecificattons B. intent., The intent under this Section is to encompass heating, air cond;atoning, and ventilating cyst m(s) and accessories functional to the systesm(s), except that work not specified herein where; aferocce shall be mode to the Drawings, C, Related Work specified Elcawhere. Except as ,-sated otherwire, hereafter, 1, Stortenv Starters far motors and control devices furmrlshsd under thde Section Of the SpecifnaEons. Installation and connections shall apply to the Section^Etectriwok .. furin Furnishings and installation of conduit and wiring far ell power �^. Power aria CvntrC€ g g 9 ' and control systems and connectaans to oil }tower control terminats shod apply to the Sactltsrr E€odricct, 31 Wring diagrams, Furnishing the appropriate, parties with necessary wing diagrams shalt apply to this sash n.. 4. Candsrsta#ion Water Drain times; Section —Plumbing, G. Cuarctn'r.Ce--ylarresnty: 1. This Contractor shall Furn#sh a written warranty aounrersigned and guaranteed by the U'enerai Contractor, stating that ail work executed cinder this derision will be free frcrn .defects of materials and workmranship`or a period of one year from the date of final acceptance of this work, 2, this Contractor and the General Controctoy agree that they will, at their own expense, and stth s d tie inconvenience as possible to the Owner, repair and roptaee all ,such detective work, aswell as all other' war, deranged thereby, which ehould become defevl# ve during the term of the guarantee--worromy_ E. Operating and Maintenance hfanuals: Furnish and deliver to the Owner two copies of manufaCPurer's operating and maintenance mahouts and parts Lists for each different item a,' egsprr,ent furnished ,art o corn atom d r r-1 and arr,she ' r rxis gS sou the project, prepare and post rorrip€etc control wiring drag a p individual to oquiont the Owner or his representative; with Ott operating, tubricouon, safety contr'of j and maintenance features of the System, #5U2 �°EhiLrUt Pf'G2leaOrrS A. Codes and Stgnda qs: All work ,hall conform to the Notional Electreot Cade and Oil pertinent Ideal regulations opladcaiile to this Section, j 1. ' Labels and Ratings; Ali elechicul moterolf famished shall hear ig.L. fobels and shall be SSA, ;NFMA, or ED, rated as applicable. Er, Ts_^t: Ali concealed work shop remain uncovered until the required tests have been completed and approved. f, Tests shell also indtcate adequacy, acceptable quheness and crniinuos operation of oil equipment, C. Contract Drawings: the drawings are diagrammatic and act necessorky to scale ar showing Oil Yarns Of warn required for the complete installation, ' A. ,Sop Drawings and Descriptive Literature: Shop Drawings shot! be submitted For approval an ati manufactured and/or fabricated items, complete with manufacturer's cuts, materials-, lists, etc. B. Special Guarantees: Manufacturer's guarantees which extend beyond one (7) year guarantee shah be transferred to the t3iuger an or before final. poyaneni of the work involved, including five (5) year warranties on compressors. .k'ArR TWO —PRODUCTS 15 4 .::..'.:?`7s.Ni5 iiES'Cf2lP77L7iai. tESrS As#'?W.rSd N d A. Air conditioning traits- tiatl heas schedured on the drawings, ' ;. Fumrrm oho -fns€all as Shawn on the schedule. Units shelf 6e U.- approved. 2. The Cor4gerotion,�system short be evocusted, dehydrated and tested against any leakage. Units shod hear a Pave year warmnty2fmm the date of substantial occupancy of each compressor part and one year worran°y on parts. 3, Controls shaft -be Aow, vokrags 'thermostat control type with automeflc change over from coaling to heating and anon --aft switch, and manual and automatic for evaporator tons. C Mounting ai thermostat and furnishing and installing oil conduit and wiring for the aoahat system is the responsibility of the ._fectrical Section of these Spae;tzaatfens. .5, Condensate drain pon shaft be made of 16 gouge steel, pointed and insulated, Drain connections terminated outride casino. 4lower shalt be direct drive, internally protected with large oil .supply reservoir for steeve bearing equipped. with tube far added oil. Unit shalt have three —speed integratty mounted ip blower dour+ unit as shown on :Drawings on vibration. eliminators, . Tests and Holonirg Xe h sy'dom shot! be balanced to Cesare design performance. After" final installation of all equipment, a complete test and balance shaft be performed on all ow distribution Tha oomplete test and intones shall be performed by any BBS certified contractor with the Architect/Engineers, Mechanical and Electnccd inspector - in attendance and shall be subject to further checking by the Destgriing Engineer, 1, The test shok 'as ran c" as near design conditions as is .practical. - 2. Acceptance awl€1 be made by the Architect/Engineer or his representative on the basis of tests and Inspecillo, of the lob. 15,05 1 f A c A, lelpe and Pipe Fittings" Refrigerant piping shall be type ' f " soft on ppen(ASTU—B- 280), with farg ed or wrought copper tang', radius. fittings made with sweat soldered .joints using silver brazing alloy, Piping shall be sized avrecoiiarrsadsd by the manufacturer. S, nips tnsutarion: Insulate, aail refrigerant gerant lines with Y" thick Armstrong Arm fUe, 22 flexible foamed plastic, tnstatloUrm shot/ be to strict accordoCe, with manufacturer's t-ecommeno.aVons. Ali hogula#ierr exposed "a sunlight shalt be corned with ultrov;ct nt resistant point. C. 'Temperature Controls: Provide single siege heating and cooling temperature controllers for each unit, with heat —off coal and .for, sw4claer, D. b°eabl ation Ferns; instoll ,ventilating ducts to exhaust fans supplied by the air aanditioninq contractor, r r: ° n ghor flexibie i e water and electrical Connections are specified elsewhere in Flsxrols duct .o,a e S, Ap ( ) p- t,'ds and other .Sections, of these S"pecificotions, #5.05 All"+` pJ,`�TRa:3�70N z"fr"tFh€ A. Cencmb Furnish and €rratail a complete system of ductwork, including art component ports Qs shown on the drawings and/or as specified herein for each air conditioning unit Ond each exhmect arl%r re;ief'sys#ern. S. Duchowtc, 1. Ducts for air Conditioning System : May to Owens Corning Fiberglass industrial Rectangular Duct System Tppe HO in 7--112"'.thickness. h'Te duct system (type $OA) shah have Underwriter's haborrrtoried, Inc„ .Sloss i lair Gust Listing Coo shall be so labeled, the product shall be made of glass fibety with a glass strand reinforced flarr e retardant vapor barrier on the exterior surface. 2. (lusts shall be aa' 3 ib, density matsrick with a minimum "R" valve of B. 3. Alf fabrications /land instailatian shmi conform to Orvenas--Corning Fiberglass Appa,icogora Manual, Pub. fib. 5—,G'L--2024 and design Guide No, 51N-2617` Reinforcement of , Duct System sh,0 be in occordoncee with eruct size. and static pressure as shown in these pub line dons. PART TptRff—ERECU`lSN A, Correlation of workr ..Give ccreLi consideration to the work of the General Contractor„ One plumbing and Efaatrf<:cil Contractors, and ctrgaaiza tt;e work so that it wi'i interfere with the work of other #nodes. r • .s of f �'nr the 'im;to2ian n he sfoas be cal# r'nfsrrna=ri regarding Examine „sus snag and # v S, alit inspection: Z g 1 'i. ^t l i equipment are materaals as wali as ail Conditions regarding i is fair rt +n.wlordion df oil s J g ova tab q p what, and mil or: ved in the edraap €.than of the vatic, ir lns nvo r concrete, t,. Sa vss inserts aril Openings: t€ work shall be laid out Sri installs" n advance of pouring ao e ra a :1 s h, tier r.r.. � nr i.i,•.r oral sac a floors, gr watts, Furnished aria i shalt al sleeve., hangers, <rapgzas, rrs�, s, a ,r. , specialt,e„ and spurt„nanr„es as rrxty be required, 0, Domestic Cold Victor Garenectfons: Connoctlons to the system(s) requaing domestic cold water shelf opply to ..s Plurnbing Section, E poinrirg c,d Special Coatings: Provide repair and touch --up of damaged factory finishes on equipment and s icciol matins far such purposes as corrosion control anti Condensate drip prevention. F. System Installation,, Work shot be performed to a Cant and workmanlike manner and upon completion of this contract this Section shelf turn over to the Owner comipiete operating system to the full intent of the Plane'/ and this BeAcificobon. ", Cleaning and Ajustmorkt Upon completion of work, claork laid and grease all fans, motors, and other equipment, and make cerfsin o€t such equipment is in proper working order and ready far testing. DIVISION 1 - ELEC..IRICAL SPECIFICATIONS PART ONE —GENERAL #S.G# LLF y?.s. A. Cenerch the requirrnents of the General, Supplementary and S.ecior Conditions of the. r.c.r,n. o,_:t cm, a part of th,w Section of the Spen'i t.&rns. B. intent: it is the ,"tent of the Plans', and Specifications to provide ra complete and Operating 1ns4Qt =oa mcading'all aaviocsty necessary items even though items are ,tot indicated on the Drawings or Specifications. C, permits, Sales tax, c..a. The Contractor sic.:, secure and pay far oil permits, vote sans tax, federal excine tax oyat reek and a#her, taxes or feet as roquirod for imnad ticn of a complete system of, outlined h rsrn and as shown on picos, D. codes. The wark strati comply with :the latest applicoble rerluremems of the NFOA and all la:ot cones governing this inetattotioe as a minimum slandcrd unless Specifications listed heroin :v sf,own on the plans require a higher minimurn, F, Brans of Equ;tmem; where one manufacturer only s named, the sods shall be based on ti rr shing a ui ment.ar'motemils b• the mamefatf nen Where two ar mare manufacturers are beamed, the bids shag be based on famishiingequipment or materials by this manufacturer named in the sc ardules or the first named mCnufaoa'ursr in Specificoto?m Other named manufacturers may be used provided they meet the Speci=cabone and space smifatians, Product orother rnara.at€.tcture:rs.wilt be considered for use if in the Enrgtoeer`s opinion, the item, requested far substitute equai to that Specified. Where so rndraufaatO. sr;, are earned, the Contractor shod setsct equipment or mt .oreol. which wrests the Spectfatfons. F Departures from Drawings: The "Contract Growir,gs ndicote the extent and general arrengemeMs of equipment and zp<t tits. if an_{ departures from "tee Contrast Drawings are deemed necasosar; by the Contractor, dsbals for such departures and reasons therefore, shell .be submitted to the Engineer for approval. No such departures shad; be made wh x7aa fie. prior wr3'tarn approval of the Engineer, .r. Chaacicar '"`tee contractor shah cosafcrm to all reasonable chaeiges without additional cost, H. Errors and Ornk ions: All obvious errors aralar Omissions la the above mentioned decurnents shad be ctafied to the atteniloa of the Engineer at least far (4) days prtar to the bid data. If .i': cadon is not recaw„d, an extras to the Dra�srgs and Spsrchikatt,..will by authored. ratariats. a i 9 ., s a guarantee workmanship, m r Contractor cirri, provide e Ft defective .. CussrCn se„ the Conti e a gi g 1 equipment for a period of one year from the aaceptans, This guarantee chatl include all costs encountered in the replacing of -detective work or materials, in the evar" the Contractor foe:,.. In Carve art#an to Correct any such defect within 24 hours after ree*lpt of written notice, His war; of Cornting such deice", may be accomplished by the, Owner and the cantrocmr shall be ?table for the oos, of this work, .i, The Contractor shale convey to the Owner any additional guarantees or warranties provided by the. manufacturer of an individual he.rr7 of equipment or .isle lal. 16.02 RACE'eLAY A. r,omax may be used tzar all branch curcuit w;rirrg Is arras above e genic and within the buildnng, S. PVC shelf be scneduts 40 high impact, UL approved, and shall. be installed undarground or in the slob. .,, Whet conauit` shok, be used for all exterior' installation wherry €tiecho rkml damage . p ° sable. A. Conductors shalt be capper; tnsuketioa shah be type THHN for sizes two, 12 to 0 AWGe For oanducto,e No, 6 and largo, insu" iaa3 shal he type THW, Minimum s%zo :ire.rio. l2. Conductors No, 10 and larger are to be efrartdrrz, Branch conduit outlets shell be connected as lndioat-co, ST, Color Godcm Conduclome shall be Color coded throughout. Some color chair be used for branch circuit wiring of a given phase. Conductors No. 6 AfbG and longer mqy bs block, act Craft he identified with colored taper in junction boxes, putt boxes; panels, and service equipment. . 1201240rr- Shall be red, black, or blue with white for neutrot. 2. 2771461OV, Shelf be brown,' yellow or omngr with grey for neutral. 31 Cont.n_,#b, of nectrots of multi --wire branch circuits chair not be made of termLnafs of any de ws. This ossb+rs no opening of neutral in rep lecemont of devlce, `iolices: r -150 ano:F.?etow "aoaahrgk or equoP. 2, ifd and La qe�.r: Hi Press or :nidohanicol corvo cfor, 1 &04 Lva..:,i 'N A. Outlet Boxc..; Shari be one—piece or p oteciion welded goivanized stamped steel for gang : rza;s rez uh-ed . aecfianal boxes will "sot he. acceptable. Boxes larger lain standard shalt be provided in accordance, wth elotionur Etecirk:al Code when resaty its prevent arowdeng of wires, &. FToar boxes, l 'be. cos; iron Steel City 664. 16,05 ` Yf qLN rlr17CE5' . A. Well r'w;tcw a.. S.,oll be intermediate grade, quiet —type :high perfarmome- switches rated at 15A/2773. & Receptablest. Wall receptables strait be intermediate grade, dupho, 3—wire grounding type. Deuces shall be rated at ISM1125V. Receptacles and switches; small be back and side wired. with same terminals, C. Power Cutlets: Leviton, wipe and size as noted, d, Mounting e,eights; ¢ Switches at 44' or as noted, 2, Receptubles at 76" or as noted. 3, Telephone cutlets at rErs_or as rated. t6.u6 �7f�"C%fr2iN��S}yi"L�a?�� ,i Fusible DbtConnert Switches: Shaft be furnished with enclosure as requireilocafed ures ei r NEMfA 'i ar .3R and shall be "horsepower rater;, heavie duty with fuses; as B. Alan —Fusible Disconnect Switches witches shall be Provided far ail motout a' eight of motor controller and 'where indicated on the Drawings, Disconnect ;twitches shall disconnect all underground conductors. u C. Fuses: Shalt be furnished for fusible equileen". Motor fuses shoil be but fusetrans rated between, 125 and 1509 or motor home plate rating. Furnish extra set or spare: fuses for each, fused disconnect installed. Spare fC,,^>es to be plated within a fuse aebinvt located in ;tie eiectnicol roam, 16'rJ7 aaA.. s .an, irnAit.,c g`? A. Porwaboad and laodcentee,_ shaft be as noted an the pions with cover andtypewritten directory df carer, PCaelboards shalt be the product of plestingbous,, Cater-fkammer, ITE, or Square 01 16.dB Ll.Gt3illgt.G TliRES A. provide lighting fixtures as Indicated on the schedule, 15:Og tr-fl�tjrt^Ail , A. Tog ail conductors and identify major, conduits in aor ci wirawcys. poneis, putiboxe e 'switc:hbagrdS, motor controllers, cabinets and similar ;items to assist der future Circuit tracing. Conductor trals shout as nonce duc,v;. B. Identify Ou circuits and equipment t, correspond With the Plans and Specifications. C.:. All switc ,gear ;W be labeled with engraved chanson racmCplotss. 1)_ All .junction boxes shall have typeof system and vottage of contained conductors stancsled on, "'Pside of lox cover. FILLc COPV rH f Sf p� qR NSA REq SUB✓fCr rp DACC pA�pO W SY'0/ AM COR SEDWORK MAreE FCD� 9ECAD C NECE NSPE NS 04fii? NAJ-ARrrNORD iRSGNAT '� APP� �R rV §, J 0 rn 3 0 e o UD a 0 0 0 BOUNDARY AND TOPOGRAPHIC SURVEY THE SOUTH 110 FEET OF THE NORTH 660 FEET OF CROSSOVER & GAZEBO NOTES: SECTION 14, TOWNSHIP 34 SOUTH, RANGE 40 EAST LYING EAST OF STATE ROAD A1A RIGHT-OF-WAY, �I � ST.', LUCIEj COUNTY PROPERTY 1. (2) HOSE BIBBS TO BE INSTALLED AT SITUATED IN ST. LUCIE COUNTY, FLORIDA. VACANT GAZEBO - CONTRACTOR TO FIELD LOCATE LOCATION OF BEACH ACCESS POIN F TO BE 2. INSTALL (2)'WP-GFIP OUTLETS AT GAZEBO - USED IN MOVING EQUIPMENT AND MATERIALS. NOT INCLUDED SEE SHT 7 FOR STUBOUT LOCATION FLOOD. ZONE NOTE: o o_ BY GRAPHIC PLOTTING ONLY THIS PROPERTY IS IN AN DEVELOPED COASTAL BARRIER AND IS IN ZONES X, cn z o S89'19'29"W 279+/- AO (DEPTHI') AO(DEPTH21) w(EL15) OF TH FLnon INSURANCE `' o LOCATION TO BE VERIFIED W/ COUNTY UTILITIES DEPTARTMENT 94' w . STATE ROAD AU BIKE LANE d of v CD CD 0 3 a COLHGT. 3E33' NGW..... METAL ROOF sTucco nnisN 9ST,FLOOR FFE 2&33',NGVD, DRIVEMY (Bi OR FUL ELEV 1633' NGW )RTH PROPERTY LINE RATE MAP, COMMUNITY PANEL NO. 12111CO089G, WHICH HAS AN CD w _ _ f EFFECTIVE DATE OF JUNE 30, 1999 AND IS IN A SPECIAL FLOOD N N o HAZARD AREA. FIELD SURVEYING WAS NOT PERFORMED TO z z � 0 o cr v P L N a o o o DETERMINE THESE FLOOD ZONES. FOR FURTHER INFORMATION J' 5 o.'o 33 fr A VARIANCE CONTACT THE FEDERAL EMERGENCY MANAGEME �+ 2 ` AGENCY AT 1 800 638-6fi20, Lj L o 10' 10'' A ;., 4;� o o �- GAZEB FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLYZ> > PROPOSED DUNE GROSSO ` _ BUILT OR SUBSTANTIALLY IMPROVED ON OR AFTER OCTOBER 1, z z _ _. ..... .. 1983 IN DESIGNATED COASTAL . fir` >v01N': `� € q SIGNA D COA L BARRIERS 1 VINE :�X CIA ; -SEA OATS':. o SITE ELEVATION NOTE: o l+` , i &NATIVE '.: \ \y 1 p SEASONAL HIGH WATER (Si 15 CALCULATED BY THE n DlJ{�IE�' FOLLOWING FORMULA AS ESTABLISHED BY BEACHES AND GRASSES.\ Z . o COASTAL SYSTEMS; �. \ o.Y (NGVD MHW + NGVD MLW)*1.5+NGVD MHW = NGVD SHW .N tr (1.97(RANGE)+1.23)*1.5+1.97 = 6.86 FEET NGVD o 1 MHW MEAN HIGH WATER ;' I \ MLW = MEAN LOW WATER 90Fs�Ysq o o U/ F� 11 ; OSEq RES ENE £" '9y qFp lr pq FL ELEV. 33x 1 \ ` v� c�'bA�F'YFC�F/F qyj� Agoap FL LEV. 2 .33 s ;.;,SEA PROPERTY PARCEL IDENTIFICATION NUMBER ylsj �P,g/ys pggF SFp GRAPE \ \ 1414-220-005-0005 49y/� Adcpj L'7jp �YOq �o POOL I PROPERTY CONTAINS 0.48 ACRES OR LESS `'`jC gOF�� S qs (U \ O NOT INCLUDING THE BEACH AREA 0P 1 SEA': ( )c�pF GRAPE S _ G ELEVATION OIN \; BUILDING N NOTE: li { o : ' ABOVE THE VINE \ ELEVATIONS OF ALL LIVING AREAS ARE I D.E.P. AND FEMA NGVD ELEVATIONS Li SOUTH PROPERTY LINE SEA TURTLE PROTECTION NOTES. COASTAL DEVELOPMENT SHALL BE LIMITED TO THE MAXIMUM z US Lo S8919'29"W 280+/- EXTENT POSSIBLE TO THE NON -NESTING SEASON (NOV. 16 z W n o THROUGH FEB 2). I I L� ca V PROPOSED SITE PLAN COASTAL DEVELOPMENT OCCURRING DURING ANY PORTION''° OF THE NESTING SEASON (MARCH 1 THROUGH NOV. 15) SHALL BE CONDUCTED DURING DAYLIGHT HOURS WHENEVER SCALE: 1" = 30'-0" POSSIBLE AND A PERMITTED AGENT OF THE STATE SHALL CONDUCT > z A PRELIMINARY SITE SURVEY AND LOCATE ALL SEA TURTLE NESTS. = w IF NESTS ARE KNOWN TO BE PRESENT DURING A PRELIMINARY SITE SURVEY, DEVELOPMENT SHALL BE DELAYED 60 DAYS OR UNTIL ALL POTENTIALLY AFFECTED NESTS HAVE HATCHED. z V) A PERMITTED AGENT OF THE STATE SHALL CONDUCT DAILY - M NESTING SURVEYS OF DEVELOPMENT AREAS SEAWARD OF THE I PRIMARY DUNE PURSUANT TO SECTION 6.04.02(G)(6)(e). CN�JI Lz L ccN 179'-4 1/2" CONSTRUCTION IS TO COMMENCE IN AUGUST OF 2005 AND CONTINUE ` O 0) FOR APPROXIMATELY 18 MONTHS. THE DEVELOPMENT SCHEDULE IS AS COUNTv > I� FOLLOWS: BUILDING DIVISION FORcVIEWED ww,n XM.. �P\F AUGUST. 2005 T0. NOV. 15, 2005 - DAYLIGHT HOURS ONLY SCHEDULE REVIEWED .... TOP OF iRU NOTE. . . M, ss slaE EXACT LOCARCN OF CROSSOVER TO BE NOV. 16, 2005 TO MARCH 1, 2006 STANDARD BUILDING SCHEDULE DATE �) _ o c DETERNINED BY DEP REM ENGINEER _ caxcl 4...3s.Rcw. P� G�� MARCH 1, 2006 TO NOV. 15, 2006 DAYLIGHT HOURS ONLY SCHEDULE PWNS AND pgRMt z CO �r Spy 0 NOV. 16, 2006 TO FEBRUARY 2007 - STANDARD BUILDING SCHEDULE musT BE KEPT ON JOB OR w o mDo uanG 15' 4' 9' 5' 73' t0' SAP (�� GAZEBO AND CROSSOVER TO BE BUILT OUTSIDE OF THE NESTING SEASON HOtNSPECTION WILL t9E MApp rL a, COFWED a>Ac J� AND WILL BE COORDINATED WITH D.E.P. AND ST. LUCIE COUNTY ON SITE. w c CN to'xtlY DUNE CROSSOVER ELEV. TO BE �04 DUNE (.NUSSUVLK � WILL BE A BOBCAT, A HAND HELD AUGER, P.T. POLES AND P.T. LUMBER. z e• n¢x si:6 -- r 19.6T n I DazEBo ..D oEtEfR.riNEo BY OEP INSPECTOR �\O THE NUMBER Of LINEAL FEET OF SHORELINE SEAWARD OF THE PRIMARY DUNE z x DkP. FLODD.LEfEI. 1;f ip' JIO�(1 I L\ W/ nxarm wm I .... - P aev. 1 w is I \ _ _ ____________ -- ` ��� EQUIPMENT AND MATERIAL To BE USED SEAWARD OF THE PRIMARY DUNE d 4 n 11�/L _---_____--------------- TOP OF BEAM �WoP ME i� '� - FOLLOWS:ATELY 18 MONTHS. HE DEVELOPMENT SCHEDULE IS AS �' ,FOR APPROXIMATELY S T .................... :.:...11... i�ji ..........,...................-,:.................j..�.. ........ Il OPOSED NEW- GRADE ........ ................................. ......... .......... ....................... ... ............ ,-..�.___.......... ATLANTIC OCEAN - - o'-a..r!�va . I ........ ...i ....... Ex TNQGRADE ......... .......... ............ ........ ... ..... .............. _ ............ ................... NO ILLUMINATION WILL BE NECESSARY SEAWARD OF THE PRIMARY DUNE 1ff ff cii6i 1 PIE i I� � oasxcw-1w,cn I DURING CONSTRUCTION. i1PX'AL PIE 98 AUNIFD COICAEIE: BOTTOM of PiEs NIGHT TIME CONSTRUCTION LIGHTING AND SECURITY LIGHTING IF REQUIRED, EEL. 17 a.Ncw ..:...L' . I ..:............. i......_. .D...... ...... D.E.P. AND ST. LUCIE COUNTY ON SITEE. c� X41S WITH WILL BE DETERMINED BY THE D.E. 2x10 & 2-2x4 BOLT 2 SECTION )1A�� 1-1/2"0 H.D. GALV. BOLT, SCREW Z Ln CD CD 2x10 TO 2x4's W/ ST. ''STL SCREWS r,N H,� � � p CD SCALE: 1" = 30'-0" } ff f FF g }} pp t� ptt���� e• E y } p } p� ��,,,�,,,awWdHW ....��.�k���� o CD RAIL: 2x6 BOLT W/ 1-1/2°0r c; �. U r w jNt H.D. GALV: BOLT PER BEARING`` f° • -, ire HADCO 1 A19 100 SURFACE SURFACE PENDENT DOWN LIGHT MK{y, CFl RICHMOND f00W CEILING PROVIDE 40W YELLOW LAMP J ..,.., C FOR EAST SIDE. 4 � � PRESCOUTE ......... .......x. , .,.,�,,. A19 .. ,.. ....: .. ................... ....._......... U SEA TURTLE PROTECTION PLAN 176r-363 ' iDD SURFACE SURFACE EXT. SCONCE z DECK: 2x6 ST. STL SCREWED TO BEAM , WALL CYLINDER DOWNLIGH7 I YELLOW 4OW LAMP BEAM: 2xi3 BOLT W 2-1 2"0 FOR NORTH SIDE o / / C.W. COLS 1 TSI" T S 1122 """"""20 RECESS RECESS STEP LIGHT -__ �— z p o ' BEARING T159 B TP € STEP YELLOW LAMPSTEEL EAST SIDE. W Z H.D. GALV. BOLTS PER POST 4x4 6 INTO GROUND _. ,..,..._. ......._., _.._. _ w (NO CONC. ENCASING) a (n o CD o " LLJ z c� o. A w U' z Z V) SECTION THRU CROSSOVER — w cn Lj cn SCALE: NONE c? a, >' a (D I z o :o c) l -) o 1 zoo o�� 33'-9 1 /2" - i � o N LO O \ \ \ u O O o o ZF— 'YY u N N W d J.. J () 0- 0. QI Q W O_, O in � 0 Q Q m lf) C O U � V O — U O O T p U T W T � O _ C W Z O 0 LLJ to �. w tfJ Wof 0 O p � Li N Z, h_ W 0 ... > Z � w \ U Z M W co C4 LON W 5-8 1/2" 7'-3 1/2" 12'-9" 12'-9„ 12,_9„ 12'_9„ 33'-8" 9 1/2. ' 'I 4 SLAB EDGE ------------------- -----� r - - - II COLUMN TO SUPPORT 6 1/2" CONIC. FL W/ (TYPICAL) LOWER DECK ELEV. 16.00' II b SPIRAL STAIR #50-12"OC TOP 6 1 /2` :THICK CONIC. SLAB 9 -„ 9'- 4' 9' 4" #50-16"OC BOT j #40-17"OC TEMP I GRADE BEAM 3 Q ii ABOVE COLUMNS R POOL / i I COL. ELEV. 24'-6 1/2° NGVD. � . OF 12) I COL. ELEV. 19'-11" NGw. R o I COL. ELEV. 23'-11" NGVD. / 6'-11" 8'-7" -10" 8'-10" 14'-5 ,14 ii COLLAPSABLE I I COLLAPSABLE I COLLAPSABLE I ADDED GRADE BEAM \ \ I 00 / ., _._. i I....., } „ 1 j \\\ ELE�.123'-8 NGVD. O OL " I , I IA FORM H.S. 4'-5» 4'-5'� I � 2 SLOPE COLLAPSABLE COLLAPSABLE I -I -I - - - - - - - - - - / / - INVERTED BEAM W/COLLAPSABLE -9(p 12'-8 1 2" I I 14'-8 6 ' REBAR CONT. DDED GRADE BEAM SEE SECTION-SHT 13 RIGID WALL f1 I / / -3" C LI TOP ®19.33Nil, ELEV. 24'-1" NGVD. J L- COLLAPSABLE ----- -- - -- -- - - - - - - - - - - - - - - - - - J HB iU-) �_nTJI�a 0 `0 U) _ U 0::p m z o U) o a CD m ¢ ui ¢ m CD CD zo CD F= z z w CD ¢ Z ¢ m I N COLLAPSABLE I I' COLLAPSABLE 16" CONCRETE COLUMNS 7" CONIC. FL W/ 0-12"OC TOP ( 8`W INVERTED BEAM w/ N � #5I I l 1 N #50-16"OC SOT [ (2) #6 REBAR T& B I I I f Ln 6 #40-17"OC TEMP ( TOP ®19.33' NGVD I I _.., G c 0 NOTE 21 GROUND FLOOR ELEV. 16.33' 1. TOP OF BEAMALL AROUND ELEV.933N NGVD o a c 5' S" I I I ADDED, GRADE BEAM S2 BEAM W/ (2) #6 BAR T & B o G� w o o 0 7" THICK CONIC. SLAB ' z ' 2. ALL CELLS HAVE BARS -ANCHORS n „ I I 1FOR WALLS ABOV ELEV. 19.33' NGVD 5'-11 1 2" \-..._.e'14'-8 1/2" ®1s"oc VERTICALLY 17 -8" 10'-6 / x N T I 3. ALL BEAMS AT 19.33' NGVD HAVE U F I f B I #5 BARS ANCHORED 0 36' O.C. �> A l z o 1 TYPICAL PILE: 16" CONIC. 1 4 SLAB EDGE 4. THERE ARE SIEMWALLS BELOW v v a F I Lo SEE SHT.13 FOR DETAILS ( I l (TYPICAL) THE GRADE SLAB (COLLAPSABLE) 0 1 4'-8" I 12'-4' [ I I t 5. ALL WALLS START ABOVE ELEV. 19.33' NGVD u C o o - - - - - - - - - - - RIGID (NON -COLLAPSABLE) V) ..... .. _..... _..... _ ._ .. ....... f LJ (n 1, 6. NGN-COLLAPSABLE WALLS TO HAVE #5 <C C o �- J n DOWELS, 24" LONG 024" O.C. AT ALL Z q o I FOOTINGS, COLUMNS, BEAMS AND GRADEBEAMS. Q O H.B. - f W a w U o 1 GUCU 7f- k i t6x24" BEAM W/ (2) o 5'-2" o z w n GARAGE FLOOR ELEV. 14. 3' NGVD #5 BARS T & 6 GARAGE FLOOR ELEV. 16.33' NGVD (16'-4" NGVD) o _ n o COLLAPSABLE WALL 0. w ELEV. 14.D8' a (7" THICK CONCRETE FLOOR) �_ O V 8" CONIC. Ft W/ 6'-8" 16°x24" BEAMS SIMILAR TO 8"W INVERTED BEAM W/ Y 1 #50-12` OC TOP I FIRST FLOOR BEAMS (2) #5 REBAR & B Il o Lei w CU #2 ELEV. 14.08' ELEV. 14.08' CO #50-16' OC BOT TOP 0 19.33' NpVD i Z N , _ 10' CONIC..FL W �j r- i� w 10" CONC. FL W/ M 10" CONIC. FL W/ #40-17` TEMP i ' 0-12" OC TOP ` � `� °� 0 12" OC TOP #50-12" OC TOP 0-t2` OC BOT _ I � W - AL WALLS THIS AREA .. #50-12" OC"BOT �' #50-12" OC BOT - SEE SECTIOt1 E RIGID WALLS _ , COLLAPSABLE _.. _ ,.. 2 I/ 11 1 $ TO BE RIGID - __--------- 4 - --- O - — — ......... " U 3 CONDENSERS #3 & #4 ON z 00 z 1 RAISED CONCRETE PAD M / I N 8 CONIC. FL W CAI _J #50-12 OC TOP AT 16.33 NGVD - I I I rn r 1 _d UP I CO c OD ¢`®-16"-0C BOT N CONDENSERS NGVD & 2 ON z - - - - I ELEV. I #40-16 TEMP u� cW RAISED CONCRETE PAD T RIGID I _ S2 C3 Lo " o ... .. _ U o ® I s CONC. r, w * I #6 BARS T & e/'(2) I I #50-12" OC 70P ( l ti w.n n i #50-16" OC BOT NOTE: ----- #40-17° TEMP r LL x 16x24" 8"(2) 16x24" BEAM W/ (2 _ _ _ _ I ' m J GARAGE TO BE 10" CONCRETE #5 BARS T & 8 a # I ]I CO - - - - - I RIGID RE -BARS o R5 BARS T& B 8 C C FL W1 I I t m TWO-WAY IDENTICAL % I I - - - - - I I 1 _ #5 0 12° O.C. TOP ^ #54-12"I OC TOP I �1 15'-6" 5'-2» w o mLo / #50-16" OC BOT 4'-6" 5'-4" 5' ao #5 0 12" O.C. BOTTOM Q I 1 o I140-17"1 TEMP( COLLAPSABLE ALL m 0- c w ELEV. 14.08 ^ ELEV. 14.08' r "P 13 f 2"0 INSULATED [[ I o 10" CONIC. FL W/ I 1110'-10 I I I I N O' 6" _1 w cC'4 O 1 m 10" CONC. FL W/ I I I04 ExH UST PIPE I I 17'-6" 1 ¢ G w 50-12' OC TOP #50-12" OC TOP 30 1 1 o / 11 _. ._,, _.__ _._ _ - z. N � # I I I I I I I a \� q #50-12' OC SOT #50-12" OC BOT I GEN.I SET L J I I I -i TOP 0 16.00' NGVD az W/ (2) #5 REBAR i -BOP 0193 RTEDNGVD BEAM w/ w // N 0 s _ (2) #6 REB R T & B / Z z ¢ a __ _. o iC3 C _ - I RIGID U 8"W INVERTED BEAM W RIGID I N I (2) i� REBAR T& B I Ir I ( COLLAPSABLE ( I rn o ®,.. ,...�__ __......_.._______._ ._.... ._.... ._.... ....... . _ I TOP ® 19.33 NGVD I Bx8 INVERTED BEAM W/ I I �^ 16x24" BEAM W/ (2 I (2) #6 REBAR T & I o I 8"W INVERTED BEAM W/ 16" CONCRETE COLUMNS o I #6 BARS T & B I I SEE SECTION "A" f I € I ON CONCRETE PILE CAPS CONCRETE PAD DETAIL I I _ I TOP "H3=NGVB - - (TYPICAL) N N #5 BA BEAM W/ (2) o O I #5 BARS r& e � I rn � I 17'-8" I I, �� \\CD 5x8` EBAR ANCHORS x AAESU NSANDq Q o € \ 016"O.C. ON ALL WALLS AF4U/9�DFCjrD 1p9p� J U Z ¢ ELEV. 14.08' I I I I \ CCD YpSNF BYF114t Dg9FD FDWpRK c� z _ I CAR PARKING to a I _ FSS Fp NS rn m I a 10 CONIC. FL W/ I \ / COLLAPSABLE �YW/ ' �y^ lo, Z r I ELEV. 14.08' #50-12" OC TOP I > J r COLLAPSAB E \ - - - / APp� Ggq SAT x' 1 10' CONC. FL W/ #50-12" OC BOT I z / \ = w r4 SLAB EDGE #50-12" OC TOP [ I .,. ...�.�... ._....._-___ ..._.�... ..,._....... . - .. ... - E ..._.. - -- _..... _.._ I- 1 0....._ z (TYPICAL) #50-12" OC BOT I �// COLLAPSABLE a ON CONCRETE PILE CAPS I _ - - - - - - - - - - - - - - H.B. '0 0 x8 REBAR ANCHORS I Z z z I As" CONCRETE COLUMNS t ®i6" O.C. ON ALL WALLS (TYPICAL OF 3 AT GARAGE) z z i L pZ O { rn g � A r N E COLLAPSABLE i_.✓ COLLAPSABLE H. On O Z �O N l v ... `R „ _._ 11 1!'2,- g 1 /2„ 11'-10" 12'-10 1 /2" 5 J z w 12'- 4' "-7" 4'-4" 5'-7" LL o I24,_ ,,. �' F 37'-6„ 16'-10" _ z 0 79' COL AP ABLE WALLS U.O.N N Q N O T Z ¢ N 1 Q 5 7U 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 o o ¢ � o a GROUND FLOOR —FOUNDATION PLAN SCALE: 1 /4" = 1'-0„ o U) e � I 1, 100' - 5 1 /4" 11 3/4„ 8" 5'-8 1 /2" 7'-3 1 /2 12,-I'9 12'-9" 12'-9" 12'-8 1 /4" 6 1/2" GONG. FL W/ 34'-10" _ " I ,y50-12"OC TOP #50-16 OC BOT J, 28' /40-17"OC TEMP 4'-11 " R26 R26 R30 CR20 1 6 /2"°CONC. FL W/ ism-12 oc TOP 9 , _ 4„ l 9' - 4" 9' _ 4„ / 00 -1s"oc BOT o / o �I 40-17"OC TEM C 4 d I ;oi — —------- -- --- —----------------------� — — — o - - - - J Q4. Q19 r? ..�.......... � _.. ___.:. 3Q.:_.Q32 _._ .. Q3_�5.; Q _Or------- --------------------------=�-- ------ --- _ - -- I II i i r / J _ „ r / I � /a 2 �� POOLS WALLS ARE / .. „._._ I_ 6 11 8'- H.B. 8" THK. BEAMS (TYP.) / G COLLAPSABLE 14 / co I I of 9' 9 / COLLAPSABLE I 1 (COLLAPSABLE / cy, --- 4LQ4-o �- �_LZ--- Q4.0Z--- /------- --- =----- ---� I FORM / 0 COLLAPSAB E / CO LAPSABLE 1 i l N I �\ FORM COLLAPSABLE �// �� 1 SLOPE / _ 1' SLOPE l N22 N27 N27 N30 o I w �� 12'-8 1 2' 6' S, 3„ COLLAPSABLE I 1 ELECTRICIAN TO RUN CONDUIT TO I - - o / 1 JACUZZI-TO BE FIELD LOCATED I I / -------�----------- z4'-1o' o L - - - -� I 1 1 1 / Mf IT4 _ _ r IVL1 2 ._ - - - - - - - __ I BY POOL &ELECTRICAL CONTRACTORS I 1 _ _ ® --- --- - -- E -- ' -o" - - -- - -� ------------------------,- COLLAPSABLE H.B. I I COLLAPSABLE I I TOP OF SLAB -ELEV. 26.33' NGVD Mla M21 M21...M.24 ., --IJ`I (6 1/2" THICK CONCRETE SLAB -TYPICAL) _. . M24 M29 _ .1Vi _._..,. O I' 6 1/z° CONC. FL W/ I I /50-12"OC TOP L------- ------ ------ — -----1 in I P-16"OC BOT I 1 N 1 #40-17"OC TEMP o �I 14'-8 1 /2" 14'-8 1 /2 1 c� I � 1 5'-11 1 2" 9'-6 1 2" 5'-2" 4 -8" 11'-8' 11'-8" 10'-8" 17'-8„ 10'-6" / / I h I E 1 1 -- ---------------- ----CN I L ---- ---- ---- — -- i ..,._.�_�_K3 K6�....- --�-,��,,, _. _.„..__.- ..:..,.K� K�:� �_...._ m --� hg K � �K12 K1�9 K21�.,-_. � _. ,__........K.21.,.�K24 , .1 K2$_Lt2 O __. K �--- --- -----� ���----------- RIGID 1 l I RIGID i ----- --- I - ----- -- -=----boo/� ---- i � s 1/2° CONC. FL W/ �'40-8"CC BOTT BAR 1oo #30-12°CC TOP BAR O 1 I I 1 I I I I 11 1 Y I #30-15"CC TEMP iv I 1 1 0 1 1 I _ I I I I log � ac 1 4 1 I °�—' 1 0 1 I I C J I I ^ � COLLAPSABLE .�' i 1 I I I 1 I b4 r o I, I 1 I 13 I �' _ co � I - I I I, U I TYPICAL COLUMN: 16" COC. L„............ W ,, .,. — — _ 1 _._ .. V __. 1 I 1 _..... I/ li5 f5 T1� �...............L.,,,_ .._ I COLLAPSABLE1 I I I I I / RIGID I ...._. .,_.._ 1 I 6'1/2" CONC. FL W/ 1 1 #50-12°OC TOP 1 I o 0 I 1 #50-16"OC BOT h 6 1/2° CONC. FL W/ I �, c�I 1 I /40-17°OC TEMP h I Y y50-12"OC TOP I 6 1/2' CONC. FL W/ �' I 6 1 2 CONC. FL W I h° OC t,._� - 1--(_ �_,.. .._ #50-16"OC BOT /50-12 OC TOP / " H I 1 I 1 I40-17"OC TEMP 1 /50-16"OC BOT I 050-16"OC BOT OC TOP I°i 1 I� ., — I I I M 1 1 1 6 1/2" CONC. FL W/ I I 6 1/2° CONC. FL W/ 50-12"OC TOP I 'I 15'-6" I 5'-2" #50-12"OC TOP 1 ( 1 #50-16"OC BOT —:8 I #50-16"OC BOT I 1 40-17"OC TEMP 1 I 1 1 #40-17.00 TEMP 1 I 1 I I 1 1 0 1 I I �....._ - I I c5 1 I cn aJ 2 °c I I 1 I s1 I I 1 I� I I -- M I 1 1 I 1 - - - - - - J - - - - - - - - I I ` IC o *BLOCK WALLS FLUSH W/ i 1 1-�---- - -- �..... OUTSIDE OF GRADE BEAM r - - - - L1y� €. I Io, ,,,,,Imm I I 1 RIGID f i RIGII I � c N D RIGID I d 1 i I I I I I i 0 uf --- - ------ � ­_f 11111 � 11 FIL I I c COLLA SABLE /c�\ �� // / COLLAPSABLE u �J r - -_ �A I I T ' ---------- -----� COLLAPSABLE 0qY���/�Ep��1Rj�ppW�,gK 3 1 1 1 l I 1ST FLOOR FRAMING PLAN w/, lNdAp asar ga 1 l 1 I. R PO - --- ---- - I SCALE: 1/4" = 1'-0' I AB(Fppp Y L,: J�. L.. i I F4 A y B CONCRETE BLOCK WALLS W/#5 VERT. STEEL O 1 COLLAPSABLE COLLAPSABLE 04'-0' O.C., PROVIDE #5 HORIZONTAL STEEL ®24"O.C. o FROM BLOCK TO EACH COLUMN. 0 11'-8 11'-8' TYPICAL AT RIGID CONSTRUCTION. 5'-7" 4 —4" 5'-7" r 37'-6 16'-10,, 0 24 8 , I o 79' m C N �4 0 7� 10 11 12 13 14 15 16 1'7 18 19 20 21 22 23 24 25 26 27 28 290 31 32 33 on 0 Ci ri-12 � ,n c\n o � \y 0 0 LLJ O U Q 0- J W L., Z m U-) � d c v \ c o+ a, c o o Y a U c A 3 a LJ CL � zoo z'5U.) I O C) n W W N W C7 v Q W x (_3co Z _ Lr) I Z � N M.n � ulx o x 0 p tom. F_ a r Lo ui co o a w W c N 1 r a I N O) I z C Q C) U O_ L) CD z .� J � C: < N lit W J U U J L.L U o O O J WLo � CD z ou Li Lo cNn ry o v w L� z z J � Lu z a z I < Lo o 4 zv ocn 100'-5 1 /4" 6'-4 3/4" 94'-0 5/8" RAILING (TYPICAL) RAILING (TYPICAL) CD I 5'-9 7 8' � ' COLUMN BELOW- 28'-0" / • ' w RAILING (TYPICAL) DECK REFERENCE ONLY o t 1DIN _ 21'-10' W-6" 6'-7" 6'-6" 9'-6" 6'-6" \ POOL oN iV v �j AS DROP FOR AO _ " 11 - 10'-4" BAR-B-OUE 4 g^ 12"H RAISED WALL W NO -SEE UM BOX SCREEN - H.B. F\, ® - o n o _ _\ I _ 1 '` -- L-14------ A�> io 16" CONCRETE 14 a' ----------- ------- Q J e 6 �Q ------ --- 'R. NO PILES BELOW ZL > BEAM STEP DOWN POINT 0Ati 3' 2'-6" 10'-8 A• 8" FROM INSIDE CORNER J� / `�\`p r-- ---- ------------� ! l� ®�-i' '�` 0,5 i --------- ----- R 1 43" WALL W/ `\ �\ s B, ® r ----- -------------� lx4 TOP PLATE ` �P 4' 3 1 /2" 4'-3 1 / " a S�� / , v r \ �F BEAM STEP DOWN POINT 29'-5 a0" NOOK L-17 BI PASS- o 1/2" SLOPE L-11 sl 1/2" SLOPE 6 $0 3 2 0" a 10'-0 1/2" 6'-5 1 2" 6' 5 1/2" 4.-5 1/2n: DW i i N H.B. L-10 L-10 i I I _ 22'-6 1 /4" I O ----- ------ SINK W/ 0 ----- N G. DISPOSAL R 'm I I T LE of m In FAMILY a 010 I i 12' COFFERED CEILING I I - �� p 13'-4" 1 10 � 3 _6" J K CARPET FLOOR i i w I 0— 6'-p" V-7 1/4" 104 ,= -fI BT-H #3 III / �'/�j 'J orN' -• Ii u NIURIIIIIIIII � c jII= A---1 12' FLAT CEILING OO 1 LIVING i ABOVE i RANG W/ 17' COFFlERED CEILING CEINGM.WAOO d IIIII =z TILE FLOOR iv o AD GAS DROP FOR FU RE GAS RANGE O T. .vWaza� ol ASTER 0"---- 8-42'-b" I N o2rL 12: TRAY CEILING - ------- CARPET FLOOR m WET BAR Ca o 13RING COL CAB. w SEL POST ---------- LRE_J_ PANTRY N FIRST FLOOR ELEV. 26.33' 8 EDv oCAB. J 5-. z 5 Ezsoa®Nac! IN F w W ?5-2 1/2" 5 1/3w 6' z -65'-0 o5'-0" F 00 00 6'-094oN 5' GIRDER ABOVE POWER 31PEL/3 --------- Wn� awaa�kovmo' z=cd� W w WIC -------------- --------------- z ®m o N< S �ia S n O I I C, N Ilia ri .ux �a n u MI 22 Up3—,D- .® n a III 12'-6n 4, 6n 6, 0,. 4,_4n ❑ MIS -co 00 a a o vI 3 el III I_ ------ i n i c0 i CU ik3 AON 8EOS NGVD ERS 3 TEED ON L---------------'--- a0 III 17n I I III o BEARING OL o ~ ' C, `� o NI STEEL POT i i r i -� I BRACKETS DESIGNED LA < 0p 21 N I 4 I I i I WIC BY STEEL FABRICATOR o co III o Co L • J w III U J __ I I Z O = VENT R or \ �. 12'-0" 3 =4" I II I. N N 1 I (7) 3/'BLUED NIXES F m m ' r 3-------- ©5 N HIS DINING STUDY 1 O - (7)3/4 iHRU BOLTS III 17' FLAT CEILING = io iii TILE FLOOR - 8" n 17' FLAT CEILING L) 00 [:�:5'-2 /4'x4 STRAPS ON UP CARPET FLOOR p _N � y EACH SIDE W r IN STAIR N BIDET AM 11'-4" I I VERIFY TOP OF COLUMN W/ : 7i 1' 7" 3'-11"i 14 II DING 1q CARPET FLOOR I 21'-10" CEILING `j rx 2 6• N TRUSS DRAWINGS TILE FLOOR E 0I 6x12x3 4• CAP PLATE� - II D 4 7" 1._�" co I 9 I NO -BEARING WALL 14 "� y D FILL ALL CELLS W/ CONC. w A 18' NGVD. F ATTACHMENT 11 15 -2 J ® OND.UNIT UPORTS 12' FLAT CEILING OF C;UPPORTS 16" WELD CONTIN ❑I TILE FLOOR FIELD MEASURE AND FIEL :M--------------- WELD STRAP TO COLUMN aa I----L-12 ------ MED. 3'-0' MED. < I L-28 29 L- 4 CAB. DRAWERS TS 6" 4" 1 4" 16 N ^°d I 6°-2" 12"-8" 12'-6° 6. 2n (e�11 CD __J ©ljJ �.® 12'-4"------- v 1 '-8n " 9'-4 13'-6" I c N _ X x / O nv o 96•� (4) 3/4.Ox16" ANCHOR �' BOLTS. PROVIDE 2" a O ' �, 0 17 �. I I 4• 4• PROJECTION W O1 STEEL COLUMNS & TRUSS GIRDER z gR #2 1 TILEgN Lo o 12' TRAY CEILING �� I •+G4U/q�CO��'JTo D4Z( og 0� DETAIL Lo ooR .1® ® O O -5s L-ss0 4YBFN� BIP COq 6 027o pq SCALE: 1/2" _ 1 _0 _0 L 5Z #.44 / BADE S 4T TRTRTR °�C % 0 I TILE - 2'-10" 41- loll �B� 10% o+ 17'-7" "D;�V-5- 'n A L� 1Y14 v L 24 12'-4" 12'-4" E_ 5'-7" 5'-B"' 5'-7" 5-2" 0 4'-8°' 24'-8" 37'-6" 16,-10 JETTED G. TUB O a I 5'-4" FIRST FLOOR PLAN SCALE: 1/4" = V-0" of - v TABULATION CONDITIONED SPACE 1ST FLOOR —LIVING AREA 4196 GROUND LEVEL A/C SPACE 3065 TOTAL UNDER A/C 7261 UNCONDITIONED SPACE GARAGE AREA 922 OUTSIDE SPACES ENTRY 46 DECK MINUS POOL 1111 GROUND LEVEL PATIO —MINUS POOL 1111 POOL 318 TOTAL OUTSIDE SPACES 2586 TOTAL TABULATION 10769 -NOTE: ALL EXTERIOR DOORS W/ GLASS HAVE HIGH IMPACT GLASS. DOOR SCHEDULE QEXTERIOR DOOR INTERIOR DOOR ANDERSON-U.N.O. SI ZE TYPE A DOORS (2) 3080 FRCH W/ EA BOLTNCH © FW05480-SINGLE UTE FRENCH (2) 2680 FRCH DOORS W/ DEADBOLT-EGRESS ® 2680 FRCH FW02780S ® 6000 SGD FWG5080 A (2) 2680 FRCH 'FWO5080-SINGLE UTE FRENCH DRS. 6080 SGD FWG5080 6068 SGD VANDOOR-6080 XO ® 1280 SGD POCKET WNDOOR-12000 XXXP A 10'-0•x8'-0• ,'. GADCO OVERHEAD GARAGE DOOR A 1O'-O•x8'-0• GADCO OVERHEAD GARAGE DOOR ® 10'-0"x8'-O" GADCO OVERHEAD GARAGE DOOR ® 3068 FRCH FWO3180- ARSO A 3068 FRCH FWO3180- ARSO ] 3080 BF COLONIAL ENFOLD 2❑ 2680 PKT f, COLONIAL. POCKET 28M PH MASONITE COLONIAL ® 2080 BF COLONIAL ENFOLD 5❑ 2680 PH MASONITE COLONIAL © 2680 PH MASONITE COLONIAL (2) 2080 BF COLONIAL ENFOLD 6�b (2) 2080 OF COLONIAL ENFOLD (2) 2600 PH MASONITE COLONIAL ® 28M PH MASONITE COLONIAL (2) 3080 PH MASONITE COLONIAL 1 O - NOT USED 11 30M PH MASONITE COLONIAL 1 2 2000 OF COLONIAL ENFOLD T3 2080 OF COLONIAL ENFOLD 14 2880 PH MASONITE COLONIAL 15 1680 OF COLONIAL ENFOLD ® 2880 PINT F186IIIIIINVIE W MIAL ® Q) *OMGF WMAL I1V608NIAL ® 28M PH MASONITE COLONIAL 21 (2) 3080 OF COLONIAL ENFOLD ® 2680 PH MASONITE COLONIAL ® 2600 BF COLONIAL ENFOLD 2880 PH MASONITE COLONIAL ® 30M SC SOLID CORE ® 30BO SC SOLID CORE © 3000 PH FIRE RATED COLONIAL DOOR ® 3080 PH FIRE RATED COLONIAL DOOR * N011 ALL WINDOWS HAVE HIGH IMPACT GLASS NDERSON W NDOW SCHEDULE O SIZE MASONRY OPENING TYPE O CWI6 32 x 92 RAD. TOP TRMS i-MULLED O C16 27 5/8 x 75 1/2 CASEMENT © C16-3 76 x 75 1/2 CASEMENT O CTC3 76 x 41 3/4 RAD. TOP CASEMENT OCTC3 E 76 89 3/4 MULLED P 6040 x FIXED GLASS O C16-3 76 x 75 1/2 CASEMENT ©. CTC3 76 x 41 3/4 RAD. TOP FIXED CWI6 32 x 75 1/2 O CVA6 32 x 75. 1/2 0. C16 27 5/8 x 75.1/2 ® C16 27 5/8 x 75 1/2 0 C16-3 76 x 75 1/2 - MULLED ® C16-3 76 x 75 1/2 MULLED P 5060 FIXED (LASS O P 5060 FIXED GLASS ©. P 5050 FIXED GLASS ® C25 LR 51 1/2 x 63 1/2 PASS-THRU C16-3 76 x 75 1/2 MULLED O C16 27 5/8.x 75 1/2 O CW24 51 1/2 x 51 1/2 C�MEENNT O CW24 51.1/2 x51 1/2 CASEMENT EGRESS O CW24 51 1/2 x 51 1/2 Q C24 51 1/2 x 51 1/2 ® C24 51 1/2 x 51 1/2 DOUBLE GLAZED O C24 51 1/2 x51 1/2 O 24"02". GLASS BLOCK (9 -015 27 5/8 x 63 1/2 CASEMENT ® C15 27 5/8'x 63 1/2 CASEMENT 0 C15 27 5/8x 63 1/2 CASEMENT CW15- 32 x 63 1/2 CASEMENT ® CW15 32 x 63 1/2 CASEMENT © C24 51 1/2 x 51 1/2 .CASEMENT © C16 27 5/8 x 75 1/2 - CASEMENT ® - NOT USED c. L[') A � O rn O co O ° m el fn n zm Lu p z O O U Q J W LLJ Z cn �I In s O a w u u tT c O o I� Y U rn w a"i 3 w 0 0 U t- Z 0= Do W I Q �CNv C) l o -i5mez Or, Ld z �m� �a- NO1 v) CN W Z r- � I Z to I Z J CV Q7 u7 O U, C-D U z Q c J Lu `cu J J. CU O z z CD O J g w N LL_ (� O z OU o�`' c=t L_ AeLj z W � � > ¢ z_ ¢ z z z z o n CD Q ¢ In O Z W 0 5 CD v E 3•-7 3/4" I 7'-3 1/2" 12'-9" — — — — — — — — — — — — — — — — — — — — — — — — — — — O O o 4'-1 1/2" co LOWER DECK ELEV.' 16.00' sr SPIRAL 8" THICK CONCRETE SLAB -SEE HT 13' I I STAIRCASE UP OA — l I\ AO O w O I I COLUMNS FOR POOL O O I O �/ CD ABOVE (TYP. OF 12) Z � � \ N S A STUBOUT FOR O CROSSWALK- 8" THICK CONCRETE SLAB- \ \ POOL AREA -SEE CROSS SECTION DETAILS 81 AS DROP FOR 8" CONC. BLOCK WALLS V BAR-B-QUE SEE SEC. ON SHT 13 ® \ \ \ I I a z c T-5 3/4" —2 1 6'_g" 4'-8 3/4" 1 11 4'_g" NOT - \ \ \ I uj o L-12 WP/GFl WP/GFl L-16 WP/GFI L-16 1 .ALL EXTERIOR LIGHTS,SHIELDED TO \ \ o CD PREVENT LIGHTING TO RD BEACH \ \ I H.B. � 2. ALL LIGHT FIXTURES ON. ROUND FLOOR \ \ o a r ARE RUUD LIGHTING CEILING CUTOFF \ \ I a E2226-UL 26W FLUORESCENT (16 REQ'D) \ _ _ _ _ _ _ _ _ —O_ — _ _ _ _ _ _ _ _ J L j o T \ WP/GFl \ > o _ 4'-3 1 AT ANY EXTERIOR DOOR INVERTED BEAM s z m 100 CFM I 8" CONCRETE L-2 \ EACHMSIDE OFES EDOOR (TYPCAL)R SLAB 4' PAD O —T— BLOCK WALLS \ 8' CONCRETE c BLOCK WALLS °- � 8' CONCRETE 4 3 6 1/2' THICK CONCRETE SLAB W/ H.B. WP/GFl 1 I GFI I \ BLOCK WALLS / \ INVERTED BEAM -SEE SEC. ON SHT 13 � WP/GFI U 1' f., \ 16" CONCRETE PILES- — o I \ SEE SECTION-SHT 13 43 GFII DWo \�� �OAP.C. 0 I I P.C. ✓ \ e � °c h o SINK W/ a _ DISP. c-dOk4vp) SUMMER KITC NETTS AREA �) 3 a� u _ _ 6 o o — — WP/GFI 0 o 0 0 /cFl Q 1 oKeW� GROUND FLOOR ELEV. 16.33' \ \ \ \CE O M.WAVE �— +- — I 7" THICK CONCRETE SLAB \ P.C. \ 100 CFM c9yi x G.E. UNIT 100 CFM \ N 1-1 Q 1/0 CU OUND TIED TO 5/8"x8'-o cu \ \ 17'-s" \ \ I \ FIXTURE ELECTRICAL NOTES: A 3 / GROUND D, BLDG. STEEL AND \ COLD WAT R PIPE. FIBERGLASS FRP) ROUND 8" THICK CONC. \ B 1 .ALL EXTERIOR LIGHTS SHIELDED TO q a SUPPLY DUC RK DRYER \ I O FRIDGE O 400 CFM/ VENT 4 0 CFM 400 CFM BLOCK WALL (TYPICAL) o o PREVENT LIGHTING TOWARD BEACH / ----- O LING CUTOFF O\ �) O )l FIXTURE 2. ALL LIGHT FIXTURES ON GROUND FLOOR Lei L 4 1 / I O ARE RUUD T E2226-ULL 2 W FILUOREISCENT (1 REQ'D) Z p w / 26 „l - -- 12 CFM AHU tl5 \ p ! ENT. Vj' H.B. 3 5 8 METAL STU ®16" O.0 36" H J2 W L TRAY VAC. 3 / \ I FIXTURE Zul \' WITH STUCCO (TYPICAL) GFl ® �� \ _ — G 3. RUUD LIGHTING PROJ. CUTOFF E4407-D 70WMH w I �� FP METER & 36" H MECH O O k ,MA N DISCONNECT CU #1 r u 4Q0 FM O� FRONT ENTRY EXTERIOR O ® To cowcH CTS. 25 n Iz I / O FIXTURE 4. RUUD LIGHTING BOLLARD PAFF W/ "C" FIXTURE �'-' Ui CONDENSERS #1 & #2 ON ) i N 0 ®SVNMMING POOL TYPICAL �j AT 16.33' NGVD-SLAB (. CU 2 0l A/ / I \ \ I SEE SEC ON SHTE3 < w 5. GRINDER & SEWER PUMP LOCATION TO BE Q 060 E "GFI ® GFI ® I H.B. BE VERIFIED W/ COUNTY UTILITIES DEPT.IF N, I _ 'H ELEV. 16.33' NGNCRETE FLO )VD) AIR GRILLE 36" H I / 6. ALL ELECTRICAL OUTLETS ON GROUND LEVEL CONDENSERS /3 & p4 ON TO BE ® 18.5' NGVD OR HIGHER (0 36" AFF) z AT 16.33' NGVD-STEEL 7. LANDSCAPE LIGHTING TO BE RUUD & SHALL MEET BRACKETS DESIGNED LATER Z ATH \ 400 FM N BY STEEL FABRICATOR MEET DEP FIELD INSPECTOR APPROVAL w co CIA /"- GFI ® / / STUCCO EXTERIOR 0- � N O I ,/'�� �.�, 5 c 3s" H I O (T/YPCA )0 STOP HVAC NOTES: o E MECH ELEV. � I cu 4 w rn... MOTION (UNCONDhTION'EDSPACE)' I I I DETECTOR o I M 'o o -c� P.C. CU #5 1. MUST HAVE 4" CLEARANCE AROUND AHU. X ° L8" THICK CONCRETE SLAB W/ CONTROLLER — — 5'_0" 1 1 1s" 024 2. ALL SUPPLY AIR DUCTWORK MUST BE ROUTED AT A [, n INVERTED BEAM -SEE SEC. ON�HT 13 GFI ® j cFM — — — —I — — L6" THICK CONCRETE SLAB W/ MINIMUM DISTANCE OF 60" FROM ALL SMOKE DETECTORS. z o ®Cra i 36" H — ELECTRICIAN TO ROUGH -IN / _ " RETURN r a INVERTED BEAM -SEE SEC. ON SHT 13 MOTION L`I PANEL "A" 30 kW GRILLE I I ELEVATOR CTRICAL PER DETECTORFS 3. BOTTOM OF AHU #1 AT 18.0' NGVD OR HIGHER A / / I Gfl @ MECHANIC L GEN. sEr GFI ®( I I MFG. SPECIFICATIONS OV '994C F'o� N 0 36' H 36" H II I kW o'- " 8" 4'-s" s'-4" N STORAGE L-25 GFI ® MANUAL CRITI AL 100 36' H TRANSFER MUF ERA I I I SWITCH n TOP OF PIPE I EXHAUST2-0 IPIPEA� -- ITH 0R.'81AFF I I CONCRETE BLOCK WALL -� I WP/GFI I MOTION I WP/GFI INTAKE ®36" H I DETECTOR 3s H / EXHAUST I \ RUSKIN 84'x36°ACL I I I ACOUSTICAL// 4 845-D STATIONARY I \ o (TYPICAL 2 PLACES) GARAGE DOOR ' I 8" CONC. BLOCK WALLS OPENER I SEE SECTION-SHT 13 I I L-26 ® CAR PARKING CAR PARKING O To SWITCH AT FRONT DOOR & IN GARAGE \ io ip N RECTANGULAR GARAGE COLUMNS I \ MAY E PROVIDED AS OPTION 7'-6" OVERHEAD GARAGE DOOR 7'-6" OVERHEAD GARAGE DO R 2'-8' 9 6" H.B. WP/OFT O © ` _ O 36" H 5 — — _ 23'-4" L- 8' CONC. BLOCK WALLS - SEE SECTION ON SHT 13 8 CONC. BLOCK WALLS S(/ S w r- N SSS SEE SECTION ON SHT 1 " +yQU79F�FOrTghOq<<p9 z / A — — GFI co 9FHF eypjF �Yy00 OpOs Z Maly cis �,Nsp 99F� F GENERAL NOTES: Z I } I \ \ EF7h q�OADOTDAS ONS 1. CONSTRUCTION SHALL FOLLOW 'FLORIDA BUILDING CODE" AS ADOPTED ¢ a 1 I dV FA%qT BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. I Y OODFS 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC, SHALL VERIFY ALL OWP/GFI 18.0' NGVD I I a I GRINDER ELECTRICAL BOX SHOWER TO BE MTD. 0 18.0' NGVD. DIMENSIONS, CONDITIONS AT JOBSITE, PLANS, SPECIFICATION, ETC. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 5. PRODUCT APPROVAL INFORMATION SHALL BE PROVIDED TO COUNTY WITH PERMITTING PACKAGE. TABULATION CONDITIONED SPACE 1ST FLOOR -LIVING AREA 4196 GROUND LEVEL A/C SPACE 2925 TOTAL UNDER A C /121 UNCONDITIONED SPACE GARAGE AREA 1062 OUTSIDE SPACES ENTRY 46 DECK MINUS POOL 1111 GROUND LEVEL PATIO -MINUS POOL 1111 POOL 318 TOTAL OUTSIDE SPACES 2586 TOTAL TABULATION 10769 z Q cV CD U 9 LLJ oJ LLJ Q Q C U J� J O- J Q C) O Z cm O Z O z J w N— LL z Z ZD I O 0 Z U O U O L>_ N , w Cn LO z o O Z o Lo 6 zoo o cn GENERAL NOTES: I 'CONSTRUCTION SHALL FOLLOW 'FLORIDA BUILDING CODE' AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE O o 0 BUILDING IS TO DE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DN I ELECTRICIAN TO RUN CONDUIT TO I DIMENSIONS, CONDITIONS AT JOBSITE, PLANS, SPECIFICATION, ETC. JACUZZI—TO BE FIELD LOCATED 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 1 BY POOL & ELECTRICAL CONTRACTORS— ONTRACTOR 1 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE _ DROP QUEOR \ (� ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. BAR B POOL / 5. PRODUCT APPROVAL INFORMATION SHALL BE PROVIDED TO COUNTY - - - - - - - - - - - �O /WP/GFl \ _ O - BO \ / WITH PERMITTING PACKAGE. ----------------------- \ DECK \ TILE --- \ 1 ---------------------- \ \ --SEE Z 3 N \ \ / / ------ 4 \ \ \ \ ELEC. NOTES POOL EQUIP. ::E BELOW \ \ _ o a� \---------- \ — — \ — � � J • • I � BYPA WP/GFl �/� - - - I ` ( J � � /NOOK ,'% WP/cFlr„- FLOOR GF I O L/ FI RECEPT. \ O s � • i \ \ GNDISWPOSAL / - - XRPROI J p 1" CONDUIT // • BMIGI\10' FLA PROVIDE AUDIO VIDEO ENTERTAINMENT SYSTEM FOR THIS ROOM, VERIFY ALL REQ. WITH OWNER � /I I � \ TEL GFI Z I I / I--� \ / Lam, I \ w Q• ` J FLOOR I Cz7 J O J I LIVING EF \ I RECEPT. O \ w RANGE IN/ n POOL EQUIP. PAD k--- r M WAVE I ti FLAT CEILING I I I \ " I O / PROVIDE AUDIO VIDEO ENTERTAINMENT SYSTEM I __ I AHUd3 I I FOR THIS ROOM, VERIFY ALL REQ. WITH OWNER I -J ABOVE Ria � � � \ •� I I / li= �� I J ADDpp GAS DROP FA�R CEILING FUIRIRE GAS�FAAGE FIRST FLOOR ELEV. 26.33' I I I A TABULATION CONDITIONED SPACE 1ST FLOOR -LIVING AREA 4196 GROUND LEVEL A/C SPACE 3065 TOTAL UNDER A/C /261 UNCONDITIONED SPACE GARAGE AREA 922 OUTSIDE SPACES ENTRY 46 DECK MINUS POOL 1111 GROUND LEVEL PATIO —MINUS POOL 1111 POOL 318 TOTAL OUTSIDE SPACES 2586 TOTAL TABULATION 10769 LLj cL w O cU �i ~ a J wim w 0 z m ✓ o Lf) o v 0 u � w U y o 0 q o o in U GFI N� 6---- • PANTRY GGFI GFI1- Gn GFI G SWITCH, LIGHT a - - RECEPT. IN A C o o VAPOR • I J 3 • �• Li CU !!1 ARRIE /iI • - - I CHIME I S.D.�I o 11ov iwS.D.0 i Woo I 11ov------I w Ln V / _ EF i I / \ G/ w C / / SWITCH, LIGHT & I j/ O ' I • / V - - U I I RECEPT. IN TTIC / WIC - - - - - - - - - - - - - Lj \ n GFl J. WP/GFl . ¢ Ld 4S I \ ---- I - x RASED -CONDENONCR CONCRETE PAD ON ---------------- \ I V L AT 16.33' NGVD U ----- SWITCH, LIGHT & " I \ I z co V PANEL RECEPT. IN ATTIC I I I - raj .B. \ D ELEV — _ I WIC I I cU #4 , Z > L I w rn I \ , I I 00 O--------------- PANE- I I I Lo "IEt° oI I \ J I / I O � cv I- \ =90 ® I I I WC I w nI'l I - > r v DN UP STUDY EF /i/ WH #2 ck3 C) r� sD,P i i LANDING n' FLAT cElurlc D C0 0� y I i J i 110 I WIC i I GFI 21'-10' CEILING w O m co // 9NS7, Sq � a ti N I o�i9 �Fcr �oq > c N / I I w / 'k9YB FOe TOq <<A z \ i To coacH LTs� I / , /GFl co�rl ply NF�Fg�/F�4 Sy��9gFsFO� z Ns ON- �t--------------- 1\`\\ i ----- ----- GFI I I i - - // / \p�CF�� rH4r ¢ a TV SEE ELEC. NOTE #3 \ I BARRIER J / (1� -(� EF S.D.0 7 \ JETTED G. TUB / w 110V O GFI i \ N w O Lo / iD 0 / � • • z U -� Q 3 o BARKER D_ qEF � Q ' U U J TEL i— T f 0AU l - Q BARRIER w z Of FIRST FLOOR ELECTRICAL PLAN W w N a z o 0 0 FIXTURE NOTE: o z w 1 .ALL EXTERIOR LIGHTS SHIELDE TO J OV VACUUM OUTLET PREVENT LIGHTING TOWARD BE CH 46 ZD z J FIxTURE 2. ALL LIGHT FIXTURES ON GROU D FLOOR w N A ARE RUUD LIGHTING CEILING CUTOFF - O Li E2226-UL 26W FLUORESCENT 14 REQ D) N ¢ FIXTURE LL > � o z Ox c �3. RUUD LIGHTING PROJ. CUTOFF 4407-D 70WMHl ', z ® FRONT ENTRY EXTERIOR z o w ¢ o FIXTURERUUD LIGHTING O 4. Lo @ SWIMMING POOL -TYPICAL W/ „O° FIXTURE!! w J w w w r I I LOADCENTER "8" RATED VOLTAGE 120124OV-1 Phase/3W/SN LOCATION Garage RATED AMPS 200 MOUNTING Surface BRANCH DEVICES Plug -on DESCRIPTION BREAKER CIR NUM. BREAKER DESCRIPTION TRIP POLE POLE I TRIP Receptacles - GFI 20 1 1 2 1 20 Lighting/Receptacles Receptacles - GFI 20 1 3 4 1 20 Lighting/Receptacles Receptacles - GFI 20 1 5 6 1 20 Lighting/Receptacles Spare 20 1 7 8 1 20 Lighting/Receptocles Spare 20 1 9 10 1 20 Lighting/Receptacles Spare 50 2 11 12 1 20 Lighting/Receptacles 13 14 1 20 Lighting/Receptacles Spare 20 1 15116 1 1 20 Spore Spare 20 1 17118 1 1 20 Spare Spare 20 1 19 20 1 20 Central Vacuum Spare 40 2 21 22 1 20 Spare 23 24 1 20 Spare Spare 30 2 25 26 1 20 Spare 27 28 1 20 Spare Receptacles - GFI 20 1 29 30 1 20 Lighting/Receptocles Receptacles - GFI 20 1 31 32 1 20 Lighting/Receptacles Receptacles 20 1 33 34 1 20 Spore Receptacles 20 1 35 36 1 20 Spare Receptacles 20 1 37 38 1 20 Lighting/Receptacles Receptacles 20 1 39 40 1 20 Lighting/Receptocles Receptacles 20 1 41 42 1 20 Lighting/Receptocles PROVIDE ARC -FAULT BREAKERS FOR ALL BEDROOM RECEPTACLE CIRCUITS LOADCENTER "A" RATED VOLTAGE 120124OV-1 Phase/3W/SN LOCATION Garage RATED AMPS 200 MOUNTING Surface BRANCH DEVICES Plug -on DESCRIPTION BREAKER CIR NUM. BREAKER DESCRIPTION TRIP POLE POLE TRIP AHU-1 60 2 1 3 2 4 2 40 CU-1 Spare Spare 20 1 5 6 1 20 Spare 20 1 7 8 1 20 Spare AHU-3 60 2 9 10 2 40 CU-3 I 11 12 AHU-4 60 2 13 14 2 40 � CU-4 15 16 ELEVATOR 60 2 17118 1 20 Pool Pump 19120 1 1 20 Spa Pump 21122 i 1 20 Irrigation Pump 23124 1 20 Elevator Cab 25126 1 1 20 Ref. 27 28 2 1 50 G.E. Unit 29 30 31 32 1 20 Dishwasher 33 34 1 20 Disposal 35 35 37 38 39 40 41 42 SERVICE 0 LOAD CALCULATION tionol Method CODE RULE LOAD D LINE NEU L 213447 220.32 220.30 General Lighting Small Appliance Load = 3W/Ft x 8449 = 2,x 150OW 3,000 31000 Laundry Circuit 1,500 1,500 220.30 Electric Range 8KW 8,000 6,400 Water Heater 4.5 KW/240 'Volt 4,500 Dishwasher 1.4 KW/120 Volt 1,400 1,400 Clothes Dryer 5 KW/240 Volt 5,000 3,500 Disposal .864 RWI120 Volt 854 854 AHU Fan 4,800 Elevator 11,520 Total "O her Load" 65,921 42,001 APPLICATION Or DEMAND FACTORS First 1OKW. of other load" ® 100% 10,000 10,000 Remainder 0 4 % 22,369 12,901 APPLICATION OF DEMAND FACTORS 220.27 Heating or Air conditioning 31,200 220.30(4) (Air Conditioning neglected) Heating 48 KW I® 65X Service ond 63,569 22,801 SELECTION OF ERVICE EQUIPMENT TABLE 310.16 1. Service Rati g: 63,569/240V = 265 Amps Neutral: 22,801/240V = 96 Amps 250.23 2. Service entrance conductors: (2) SETS 3/0 THWN CU 230.90(a) J. Overcurrent protective device and disconnect: use 400 Ampere device GRADE IIIIII II —I VERIFY EXACT PUMP LOCATION FP&L POLE AND POLE MOUNT TRANSFORMER. FP&L SECONDARY RISER INTO HANDHOLE. SURGE SUPP. ------ AC DATA SYSTEMS 200kA BXXXXD/A 400A METER . FP&L FURNISHED HANDHOLE OR TERMINAL BOX.TERMINATIONS FOR CONDUCTORS PROVIDED & INSTALLED BY FP&L. a. (2) 2" PVC CONDUITS EACH WITH (3) 3/0 THWN CU LOAD CENTER "10" RATED VOLTAGE 120/240V-1 PHASE/3W/SN RATED AMPS 150 MAIN BREAKER BRANCH DEVICES PLUG -ON MOUNTING SURFACE INTERUPTING RATING 10,000 LOCATION UTILITY CONDUCTORS, PHASE (2) 1/0 THWN CU NEUTRAL 1) 1/0 THWN CU GROUND (1) #6 THWN CU CONDUIT 1 1/2" BUS AMPS DESCRIPTION BREAKER CIR. NUM. BREAKER DESCRIPTION BUS AMPS A B _T_Rj_p_Fp_0LE POLE TRIP A B 5 LIGHTING 20 1 1 2 1 20 RECEPTACLES-GFI 6 5 RECEPTACLES-GFI 20 1 3 4 1 20 RECEPTACLES-GFI 5 5 RECEPTACLES-GFI 20 1 5 6 1 20 RECEPTACLES 3 5 FREEZER 20 1 7 8 1 20 RECEPTACLES-GFI 6 5 REFRIGERATOR 20 1 9 10 1 20 RECEPTACLES 5 - SPARE 20 1 11 12 1 20 RECEPTACLES 5 - SPARE 20 1 13 14 1 20 RECEPTACLES 5 12 WASHER 20 1 15 16 1 20 RECEPTACLES-AF1 6 21 DRYER 30 2 17 18 1 20 RECEPTACLES-AFI 11 21 19 20 1 20 RECEPTACLES-GFI 2 19 WATER HEATER 30 2 1 21 22 1 20 RECEPTACLES-GFI 2 19 23 24 1 20 RECEPTACLES-GFI 2 35 AHU-2 60 2 25 26 1 20 REFRIGERATOR 12 35 27 28 1 20 REFRIGERATOR 12 (24) CU-02 (NON -COINCIDENT) 40 2 29 30 1 20 DISHWASHER 10 (24) 31 32 1 20 DISPOSAL 10 40 RANGE 50 2 33 34 1 20 HOOD FANLIGHT 6 40 35 36 1 20 MICROWAVE 12 37 38 1 20 BATTERY CHARGER 3 39 40 41 42 NOTE., ELECTRIC PANEL "1E1" TO BE DESIGNED WITH THE ABILITY TO CONNECT TO GENERATOR ON GARAGE LEVEL FOR USE DURING LOSS OF POWER (i.e.—HURRICANE) ELECTRICAL NOTES 1) CONTRACTOR TO PREPARE AND SUPPLY LIGHTNING PROTECTION SHOP DRAWINGS FOR SUBMISSION TO BE REVIEWED. SUBMIT SIX COPIES OF COMPLETE LIGHTNING PROTECTION SYSTEM. 2) CONTRACTOR TO PROVIDE SURGE SUPPRESSION PROTECTION ON ALL COMMUNICATIONS CABLES COMING INTO THE BUILDING. PRODUCT SHALL BE LEVITON OR CURRENT TECHNOLOGIES. 2) CONTRACTOR TO PROVIDE COMPLETE SECURITY SYSTEM. ,, - (3)200A NEMA-3R DISCONNECTS °A � y NEMA-3R WIREWAY (3) 3/0 THWN CU IN 2" CONDUIT 1/0 CU GROUND TIED TO 5/8"x8'-0" CU GROUND ROD, BLDG. STEEL AND `y,',, COLD WATER PIPE Electrical Riser 120/24OV-1Phose/3w/SN NOTE: O ALL ELECTRICAL BOXES, METERS, ETC... MUST O BE ABOVE FLOOD ELEVATION 18.0' NGVD SERVICE/FEEDER LOAD CALCULATION —RESIDENTIAL PANEL "lEl" OPTIONAL METHOD, NEC 220—I11 SYSTEM VOLTAGE: 120V/24OV- 10/3W/SN CODE RULE LOAD DESCRIPTION LINE NEUTRAL 220.30(8) GENERAL LIGHTING 220.3(A) GENERAL UGHTNG/RECEPTACLE 5000W 220.16(A) SMALL APPLIANCE 2 AT 15DOW = 3000W 22016(8) LAUNDRY CIRCUIT 1 AT 150OW = 150OW SUB -TOTAL GENERAL LIGHTING 1050OW 220.11 DEMAND FACTORS (NEUTRAL OAD) FIRST 3000W OR LESS AT 100% 3000 REMAINDER AT 35% 10500 2525 220.30(8) MOTOR AND EQUIPMENT LOAD N/A 220.30(8) APPLIANCE LOAD (2) REFRIGERATORS 120V/ 12A = 28BOW DISHWASHER 120V/ 10A = 120OW DISPOSAL 120V/ 10A = 120OW MICROWAVE 120V/ t0A = 288OW SUB -TOTAL APPLIANCE LOAD (NEUTRAL LOAD) 8160W DIVERSITY (75% OF FOUR OR MORE APPLIANCES) 6120 8160 220.30(B) ELECTRIC CLOTHES DRYERS 5kW/240V 5000 3500 220.30(8) ELECTRIC RANGES AND OTHER COOKING APPLIANCES (1) RANGE 8,11,14 kW/240V 11000W OVEN 8,11,14 kW/240V SUB -TOTAL COOKING APPLIANCES 11000W DEMAND FACTORS (NEUTRAL LOAD AT 70%) ONE APPLIANCE 0 81OX (2) 0 75X (3) 0 70% 8800 7700 TOTAL LOAD 30420 24985 220.30(8) APPLICATION OF DEMAND FACTORS (LINE LOAD ONLY) FIRST 10 kW OF TOTAL LOAD AT 100% 10000 10000 REMAINDER AT 40% 8168 5994 220.30(C) FIXED ELECTRIC SPACE HEATING 100% OF ELECTRIC HEAT 750OW 7500 220.30(B) TOTAL DEMAND LOAD FOR PANEL 25668 15994 220.10 SELECTION OF EQUIPMENT 1. DEMAND LOAD (AMPS) PHASE: 25668/(240V) = 107 AMPS NEUTRAL: 15994/(240V = 67 AMPS 2. OVERCURRENT PROTECTIVE DEVICE: 150 AMPS 3. CONDUCTORS PHASE: 2) 1/0 THWN CU NEUTRAL: �1) 1/0 THWN CU 9�Fs(i�,�OHsgNp 0(/jq Fcrr 4Z �4y� FQyy 04N pk, � a � /C4s" /0 NAT. GAS/PROPANE GENERATOR k 1201240V - 10/3W/SN 30 RZ 30 KW/KVA GENARATOR SHALL INCLUDE THE FOLLOWING: 1" CONDUIT 1) BLOCK HEATER W/ THERMOSTAT WIRE AS REQUIRED 2) CRITICAL EXHAUST SILENCER TO ANNUNCIATOR 3) BATTERY, BATTERY HEATER AND CHARGER 4) UNIT MOUNTED NEMA 1 MOLDED CASE LINE CIRCUIT BREAKER 5) SOUND ENCLODURE WHICH IS TO PRODUCE NO MORE.THAN 55dB, 15' FROM THE PROPERTY LINE 6) DUCTED INTAKE AND EXHAUST TO AND FROM THE GENERATOR 7) PROVIDE 1" GAS LINE FROM THE BACKUP PROPANE TANK AND THE SECOND STAGE REGULATOR STUB -UP UNDER GENERATOR RADIATOR AND FAN IN ENCLOSURE 1" CONTROL CONDUIT AND WIRES TO AUTOMATIC TRANSFER SWITCH (1) 1 1/2" CONDUIT W/ (3) 1/0 THWN CU 1E1 [:1010A 0/240V/4W MANUAL TRANSFER SWITCH 150A 120/24OV-10/3W/SN NEMA 1 22,000 AIC REMOTE ANNUNCIATOR (AUDIO-VISUAL) LOCATION TO BE DETERMINED BY OWNER WK o CONTROLLER 150A UNIT MOUNTS MAIN CIRCUIT BREAK BATTERY CHARGER lEl-38 #12-1/2"C = EXTEND CIRCUIT TO BATTERY TO 150A/2P CIRCUIT BREAK IN MAIN DISCONNECT PANEL OR MAIN DISCONNECT SWITCH (1) 1 1/2" CONDUIT W/ (3) 1/0 THWN CU o' V z a w O Lit 0 CD CD �I 0 J o o O� o \ rn c 0 0 io o, o D ER a c irn a ; y • 0 c 0 Ltil 1 0 LLJ co O O 0 c Lj W }} Z Wj Z W _ Q U Z M LO F- Z ) LU N 00 O M 04 v r� I x O 2- W Ur 0 LO zw Om� I— Lf) N N L N ER Q a c CV G rn Q rn co � O I CD U CD i a� Lj_J J 0. 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