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HomeMy WebLinkAboutFLOOR PLAN-ELECTRICAL PLAN44' 11 > .4 j 1'-10j 2' 0" 2'-0" 2' O" 2' 0" 2' 0" 2' O" 2'-O" 2 0 2' 0 2 .0" 2- 0' 2'-0" 2 0" 6 0" - 2 �" 2' �' 2'-0 2' 5 1 10 4 " I N j I IN=ONCR E SLAB- CONCRETE- -- 1 _ C I I I I i I j NI I 4" SLAB WITH 6X6 #10j10 W.W.M. (2500 P.S.I.) K I • I o I (FIBER MESH OPT.) OVER 6 MIL VAPOR BARRIER p o; ON CLEAN COMPACTED TERMITE TREATED FILL F0" N I NOTE: RODS ARE 4' FROM EDGE OF SLAB. I �I *- • I I I I o N j" 2 0" i N - • I I _..:—•.._2-' - o5'-5" N i NI 0 •--2m LI .0__" -T1...---" TI..2..'..-_D.._" 'T--__0_"�_6__. �_--'___ _. •12- I 2 -4 • i• " tb I.` I _ _ T • I o I 19' 3 M; 4" SLOPE 2 #rj I I _ - 1 tO II I 0 7 4" HIGH CURBS a THESE LOCATIONS / • \'; m 01 / / • N N " - • i- 3. _ NI 0. I I j I I " o I - - • 1 0" „� ' SEPTIC SYSTEM #5 ROD EVERY i" POLYSTEEL 9 d"x16"x48" 2' O.C. { BLOCK 4"x4" P.T. POST SIMPSON AB66 ' LOAD 4065 LBS. 1 a - 44 #5 BARS EACH I I WAY 2" FROM BOTTOM _ 24 _ ..7� .006 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. #5 ROD EVERY 2' O.C. 9 4"x16"x48" POLYSTEEL BLOCK LOT 3 5 i , I LOT 2 - �� ' � o 3�. LOT I LEGAL DESCRIPTION BLOCK B, LOT 2 AT HOLIDAY OUT AT ST. LUCIE, A CONDOMINIUM, ACCORDING TO THE DEC:.ARATIIIN DP CONDOMINIUM THEREOF RECORDED 11, OFFICIAL RECORDS BOOK 168, AT PAGE 1348 IF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA, LESS AND EXCEPT THAT PORTION DESCRIBED AS FOLLDWS, BEGINNING AT THE NORTHWESTERLY CORNER OF SAID LOT 2, THENCE EASTERLY ALUNC THE NORTHERLY LINE OF SAID LOT P A DISTANCE OF 6,00 FEETI THENCE ON A DEF•_ECT NIN ANGI E,,er 76.2P' 49' S'OUTHERLY, A DISTANCE OF 34, DO F EET TO THE EASTERLY LINE DF SAID LUT 1, A DISTANCE OF 35.89 FEET TO THE POINT OF BEGINNING. 1 � 1F SCAB 1` - 20' . THESE PLANS AND ALL PROPOSED WORK o •1 2'0"? ARE SUBJECT TO ANY CORRECTIONS -0"225 �,"1�" REQUIRED BY FIELD INSPECTORS THAT' i _D' MAY BE NECESSARY IN ORDER Trl y °J 2 _ _ - - = APPLICABLE C(. r� I �t5111VAGIpI�iliaall ° 0 2 4 �„ _ � � ---`h COMPLY �,G.. - -� 16" X 12" MONOLITHIC FOOTER 2" 9 25 WITH 2 #5 RODS CONT. OR a: 3 4 RODS CONT. ON CHAIRS 44 16 = i ..� . LL- y -- �;� WI CORNER_ BENDS 4' _.. _-.- - _ ..__- _.... _-___._._ -__. -_.-- —._* aD ;ef1e to _ L V L4 %L U U `� /ll \J lam!/ 1 L�� �'uCALFI 1 4` - 1' Ot 4 #5 BARS EACH _ - 24 _____._..._._�____- WAY 2' FROM BOTTOM ON CLEAN COMPACTEID— " .006 MIL VAPOR BAR TEP.MITF TREATEDFILL. 16" .006 MIL VAPOR BARRIER. , L Lu- ON CLEAN COMPACTED �� 1 r TERMITE TREATED FILL. . v L Y SCALE: 3/4 - -0• NOTE. DIMENSIONS ARE 24 'WIDF x 12" DEEP -� v' 1� N �S L �� �' SCALr• 3 4r T-O' 14, - �.6. �.H, - -- .... --- - - - 1�x.I4-S.t1. -- ---- - - - 16"u5l]_3.Ij- J"OPENING � WNBEDOW _--- �,�-----1 14-8 29' '"I6" SiE®UIRED c `I = ! - I, J IQ� , / w ,i l i - `I66H R KIT In ,,,tl. f w II 8 ,CATHEDRAL CEILING''. ,� { BEDROOM �;� m o � `I � .� i �' -`r " 1 iI x Mill -' •TILE FLOOR C RPOR s x 9' 6" �� „ i B'-1" FCARPL�qT CEIUNC 1 'I �i of OOR -- ii'i 20'-916 �" =1 1 n' j A H.U. bx 6 I 5 -0' - z N B.F. DR.owit ! � �1 I - c :) C "' ^_PENWG J I / it N 3E68 DP 3668 bR. _ _' - 216 nl r j 2868 Dfj. O ING ROOM 4 I - -- B -1 CEILING o t w , _nt a n c T CARPET RFLOOR =' Zr By t G` Cap C , �" -- 6- PORCH �N�; - _ .6 - o- o '� n - - 3 �a C��nly r: o _ w 6- / g _ DR, �- rn 6 t j - gmalnC�l o SS a w 6._ ' n � p M .. 4•.�OlYI ''�10i / Y NFILE8/ 1 FLAT CEILING 5" P , 'ARPET FLOOR 2868 DF. YN. 5. c; - I 5 x . 5 N .'..,0 _0�" - ST. LUCIE COUNTY �,SW - BUILDING DIVISION REVBY COIEWED I�PLI,IINCE - _ REVIEWED Y E 2-S f r) ;.: _ It .. PLANS AND PERMIT 4' ?" - MUST BE KEPT ON JOB OR 4 X NO INSPECTION WILL BE MADE 125-2j" 19-94^ ne-. VAr0•LrrrD0LOF PLAN T ._ _...__..._.-__...... SCALE: 1/4 r ---T---O FOUNDATION_ NOTES: 1, FOOTING CONCRETE SHALL BE A MINIMUM OF 2500 P. S. I. 2 28 DAYS. 2, ALL REINFORCING BARS, DOWELS AND TIES SHALL CONFORM WITH ASTM 615 AND SHALL BE FREE OF DIRT OR MUD. 3, ALL REINFORCING SHALL BE PLACED AND SECURELY TIED IN PLACED SUFFICIENTLY AHEAD OF PLACING CONCRETE TO ALLOW INSPECTION AND CORRECTION, IF NECESSARY, WITHOUT DELAYING THE CONCRETING OPERATION. 4, ALL DOWELS & VERTICAL BARS ARE #5 UNLESS NOTED AS #4 OR #7. 5. #5 BARS, 25' LAP SPLICE W/ 10' HOOK 6. #7 BARS, 35' LAP SPLICE W/ 14' HOOK 7, IMBED DOWELS 6' IN CONCRETE 8. VERTICAL BARS TO EXTEND TO TOP STEEL WITH HOOK. (SEE NOTES 6 & 7 FOR SIZES OF HOOK) 9. FILL CELLS AT VERTICAL DOWELS. 10. GROUT TO BE 3000 P, S, I. AND REBAR TO BE A MINIMUM GRADE 40. TIPPER FLOOR i,1.44 S.F. CARPORT 34IS S.F. STORAGE 529 S.F. PORCH 269 S_.F. TOTAL AREA 2,288 S.F. STRUCTURE FIRE PROTECTION IN ACCORDANCE WITH SBCCI 1994 STANDARD BUILDING CODE 709 CALCULATED FIRE RESISTANCE THE ONE HOUR FIRE RATED ASSEMBLY PROPOSED IS THE ADDITION OF THE MATERIAL IDENTIFIED AS 'DENS -GLASS GOLD' WHICH IS RATED FOR ONE HOUR FIRE PROTECTION, SEE ATTACHED CUT SHEET FROM THE MANUFACTURER AND LISTED BELOW THE WINDOW OPENINGS OF THE SIDEWALLS ARE LESS THAN 10% OF THE SIDEWALL AREAS, RIGHT SIDE WINDOW OPENINGS = 6.4% LEFT SIDE WINDOW OPENINGS = 7,4% �uaTF�aMs L SHEET, FIRE PROTECTION 'DENS -GLASS GOLD' IS NON- COMBUSTIBLE (AS TESTED PER ASTM E 136). SO IT OFFERS BETTER PROTECTION AGAINST BURNING TEST (PERFORMED IN ACCORDANCE WITH ASTM E-84) SHOW DENS -GLASS GOLD PANELS PROVIDE ZERO FLAMESPREAD AND ZERO SMOKE DEVELOPMENT, TEST OF 5/8' DENS --GLASS GOLD FIRESTOP, TYPE ' X' (PREFORMED IN ACCORDANCE WITH ASTM E-19 1) QUALIFIES FOR A ONE HOUR FIRE RESISTANT CONSTRUCTION (UL 337), zl ilk I!ilij! i O' I I I I I I -i--. I I Q I i I I MY SIGNITURE AND SEAL HEREBY CERTIFIES THAT DRAWN B THIS MATERIAL APPLIED TO THE WALL WILL COMPLY ccDD 44��� Gc77 WITH THE INTENT DF THE ONE HOUR FIRE RATING REQUIREMENTS. CHECKED ➢Y+ CERTIFICATION AND SEAL DATE I HEREBY CERTIFY THAT O(�J _in0,00 THIS PLAN ANDSPECIF'I- CATION WAS PREPARED BY SCALE ME OR UNDER MY DIRECT SUPERVISION AND THAT / `- r+ a, /4 = 1 -0 AM A DULY REGISTER OCT 2 3 210 JAB NO ARCHITECT OR ENGI; UNDER THE LAWS OF RAL INTEGRITt Q O _ 1 50 STATE OF f -MIDh PO &AInR 1606 SHEET SHEET AS SIGNIFIED BY MY .. ANC SEAL. STAMf1ARO Ot1iLA1NG CODE' 1 GF A pz Gtills` J I OF Eil C'� V+"1A`IFDN� l SCALE: 1/4' - T-O' SCALE:1/4' - T-0' A ICI "i1 ICI 1 I SCALE:1/4' - 1'-O' I -a----- -----. _-_-_-_,---_- _�--- -- --_-------- _------ 7- -L� "j I j f i 5—O FLOOD ZONE J 1NISH SLAB ELEV. 6'- �,. J��� 2 „L, FREE-7-AR �� � �_��1!' i ` u V� �N SCALE:1/4' -1'-0' ,,. 'pow Iv;a vl�"r6� 1 r y m II 11 IIii II II II \ Jam-J-z4 ■ a y . lin , zr sg ', I 4X ±F M1Ni 41::4i u a _ ..CONNECTOR CHART _ _T UPLIFT HUGHES ANCHORS TRUSS ENDS LOAI;S CONNECTOR EA. CON. EA. END _ AILL A & 6 -RT14 755I1 10-161) EVERY YRRAF TER SCALE: 1/4' - r-O' THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLLCABLE CODES. I `IMIN Ify I i - I I I I -{SEE FLOOR & FOUNDATION - I— PLANS FOR RISER & TREAD SIZES S I AR DETAL SCALE: 3/4' - P-O' 1RRUFICATION ANI I HEREBY CERTIFY THAT j THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ` tl �% ME OR UNDER MY DIRECT p SUPERVISION AND THAT AM A DULY REGISTERE[ `�^ � ARCHITECT OR F_NGtf< , 2 UNDER THE LAWS OF FC J6�TLBRAL INTEGR STATE OF ILQRQA 1, �C 11P'fER 1606 AS SIGNIFIED BY MY HAND 5TAl�DARD BUiLDIWG Col . ANDSEAL DRAWN BY, , CHECKED BY, DATE 09-10-00 SCAT_ E 1/4"=1'-0" JOB NO, T) 00-150 SHEET SHEETS )E 2 OF 4 HUGHES RT14 755# EVERY RAFTER NAIL 10 - 16D DRIPEDGE OVER 2" X 4" SUB FASCIA W% ALUM. FASCIA & VINYL SOFFIT ACCORETTE STUCCO ON 6" CONCRETE FILLED POLYSTEEL FORMS #5 ROD EVERY 2' O.C. ARCH. SHINGLES OVER 30# FELT PAPER ATTACHED TO 5/8" CDX PLYWOOD - NAIL BD 4" ON SEAM, 6" IN FIELD ON ENGINEERED TRUSSES 24" O.C. 12" _ 301 SLOPE y _TE _ _'4 2" X 10" TOP PLATE (P.T.) -1/2" DRY WALL 3/4" T & G PLYWOOD GLUE & SCREW TO 2" X 8" WOOD JOISTS 16" O.C. W/ R-19 INSULATION n I 16" X 12" MONOLITHIC I OC)TER i� _ W TH 2 y5 RODS CON! OR 3 #4 RObS CONT. ON sMAIRS _IIIvil W CORNER BENDS �f nI 1_t — 7 h � - I I DO `I I b MIL VAPOR BARRIEk, .006 ON CLEAN COMPACTED TERMITE TREATED FILL_. SCALE: 3/4' -T O' (2) N4_M I. WOOD TRUSS. (3) 2. PLYAOOD 5HEATHIN6. i % 3. ED6E NAILIN6. /-(4) 4. 2x BLOCKIN6 5. POLYSTEEL FORM AALL SY5TEM 6. 2"x 10" TOP PLATE w/ ANCHOR BOLTS I'll TYPICAL TOP PLATE (EXTER) NTERIOR FIN15H 5GREYVED TO METAL FURR'& STRIPS TIP_ EXTERIOR FIN15H YPIGAL LINTEL;--____. BARS TOP 4 BOTTOM N/ #3 BENT STIRRUPS In EACH VERTICAL GORE ( 'Ox..) ACROSS THE ENTIRE LENGTH OF LINTEL OPENING. TYP. NINDON5 MR. FIN. 51—RENED TO G� )OD WINDOW FRAME EXTERIOR FINISH CONCRETE FILLED POLYSTEEL FORMS WINDOW HEAD and SILL 2'x 4° pIA60NAL TO BC AND R�19ED A9 BLOCK' EXTERIOR OF BLD&. INTERIOR OF BLD& INTERIOR FIN15H '56REWED TO METAL FURR'6 STRIPS TYP. " or 2'x INNER 'SAME a6 REQ'D, EWCK TO BE WRAPPED W/ " FELT and REMAIN IN PLACE AFTER WALL_ IS POURED (Or USE PRES{I.RE 7REATCD LUMBEW' .EXTERIOR and INTERIOR FRAF¢ _9LOLTS�OPEN 4 POUR �p}CRETE INTO FORMS BELOW or 2- 2'x 4' SPACED AT CENTER INTERIOR and EXTERIOR FRAME TO BE REMOVED AFTER WALL. IS POUR© TYPICAL WINDON R0U6441N FRAMING INTERIOR and EXTERIOR rRAhE TO W RE-10VCD AFTER WALL IS POURED Ty HEADER HEI&KT ONLY ME II H 2'x 4" EXTERIOR TO REMAIN toPTIONAU O I� o' it o L� DOOR BUCK TO I 1 BE MAPPED w/ 500 FELT o cnd TO REMAIN IN PLACE li a. I P.FTFR WALL IS POURED (Or USB PR--__. a TREATED LUMBCR) SWL40 LINE TYPICAL DOOR RM64-IN FRAMING WINDOW and DOOR ROUGH -IN FRAKN,a .67 STIRRLIPS INS RBWR �� TWO SnRRUP7 ARE FABRIGATM FROM *9 RCB,Ms. t 4000O I, nd N6-AL�ry IN EACH vBCnGAL GONE 02•o<J ACROSS THE ENnRE LEwT1 OF THE LINTEL A9 SH" ABO^2 STRAP V105 1-"T BC HOOKED MOUND THE " RI HOZONTAL REBAR EE NTH AT LEAST A 155 D66RBEND. LA_I 51B IR 12.19.7yI TYPICAL LINTEL STIRRUPS --(2) uoTFs I. WOOD TRUS5. 2. PLYWOOD SHEATHING. 5. ED6E NAILIN&. (4) 4. I 2x BLOCKING ' I S. POLYSTEEL FORM NALL SYSTEM 6. "SIMP50N' ETA/755 EMBEDDED TRUSS AW-MOR 4 TRUSS SEAT it SNAP -IN (or EQUAL) 1 CAL TOP PLATE (EXTER.) X" r--CAST A PIPE 51-MVE / POLYST FORM WALL SYS - / LARGER THAN PIPE THAT ( WILL PASS THROUGH, INTO POLYSTEEL FORM WALL O i I i PIPING (ELECT., PLUMB'&, I� PACK and SEAL BETWEEN �� II( I or MECHJ PASSING THRU 5LEEVE a1d PA55 THROUGH I POLYSTEEL FORM WALL PIPING YG'TH AN APPROVED FIRE STOP SEALANT (15 MIN. RAT'IN6 MINIMUM) TYP!GAL PIPE PENETRATION THRU WALL SECURE WIRE and BOXES IN PLACE PATH A CON5TRllGTION ADHESIVE COMPATIBLE WITH MARK WIRE ROUTE and USE A EXPANDED POLY57YRENE or HOT KNIFE, ELECTRIC SOLDER'6 EXPAND'& URETHAN FOAM 6UN or ROUTER To GUT A NARROW N5E APPROVED WIRE 4 ELECTRICAL &ROVE 1 1/2, DEEP FOR YOUR R.OMEX WIRE TYPE -'NM '\ CONDUIT FOR COMMERCIAL APPLICATIONS) \ TYPE -NM ROMEX WIRE III (NEC ARTICLE 956-5) 4 1 I I I I (NC ARTICLE 300-4d I I 1 i LI (I I I I III I 4 500-410) I FOR THIN PORTIONS `I II (POLYSTEEL OF EP5: L15E 4"x 4"x I V2" 5HALLON \ FORM \STANDARD BOX W/ SIN&LE (SANG 1/2" DEEP BOXE5 RAISED COVER TYPICAL ELECTRICAL IN57ALLA7ION TABLE '7 5HALLOY4 LINTEL MINIMUM REINPORCEMENT (LEW THAN ONE RILL 16 INCH POLYSTEEL PORM IN H_I4.0T) ;;k6gTM FORK_ M9 9TRR1/F7 HORIZONTAL RIMAR -- TOP ad BOTTOM b 1°E'IR TAB2 a LUT BALK EFe sd EWAND Dim 5" TO RE CREATE HORIZONTAL CONG. II IIII BEAM a,d COVER_ POR REBARS I. T1415 TAME 18 PON. A PACTORE) LOAD IWLWIN6 SAFETY PAGTORS) OP UP TO A MAXIMUM OF 2p00 LES. PER UhI POOT OP LI 2. RE-GREAIE THE CONTINUOUS HOIaIZGNTAL C.014 BETE BEAM MIIISISI11A7 BAN GUT OFF. DO ad 1 �R@10VIa A PORE EIGTW BULKY PARTS OF T►�e O�ANOP_D POLSTYRENE S. �/11�EDHORI HT`�EtE BL,4MS OF THE LINTEL ORMS. H THE 4. ,VE 4�TI73W T 6A WCN qRE I�,�IRED rg N1 ' .y�LyOW' PM*rSTWL FORM LINTELJS CBlIP4 OJER ENTIRE LINTEL SPAN. 9. THIS TABLE IS BASED AN 40POC pol REFORMED STEEL RIMAR old 9000 PN CONOMTE. 6. REFER TO TAB .G O ltll.1'bTE�- FORM uNTas YH1GH M# A T141 Y INCFCs IN HEI611T. a rc.:••, .., ac- .. snu�c _. LINTEL 'SPAN IN MEET l3 3 6 4 S 6 1 O LINTEL '6II1GiC IRS RS 4R ♦S I to INLiC! J 0B 12 IKAE9 1t+3 MS rf 15 45 �19 �, MS 2-05 STEEL x 4W BENT STEEL AT AO DE-REE5 and' LAP 24• MIN. 4 TIE WIRE TO HALL. STEEL STEEL ALL CELLS FILLED -{t{�-'� WITH CONCRETE �'j"L.`i TYPICAL WALL INTERSECTION AT INTER5MVISI6 POLYSTEEL FORM WALLS, REMOVE A SECTION OF THE OUTER HALL SO THAT THE INTERSECTING FORMS PIT INSIDE OUTER FORM5 -HORIZ. STEEL ✓CRT. STEEL PLYWOOD SUBFLOOR� NSE NAIL FELT PAPER BAGKiw V. (TR6M "/ AO AKer L®6C� r✓ AIOR COLTD +k Ttoneed at •o<. _ FOR POLYSTEEL FORM GUT -OUT SEE DETAIL M9 1 PRM1Iw N6 1 1 2"x CONT. NAILER w/pp MET $TRIP 1 .._ CONCRETE PILLED POLY57CCL FORMS w/ VERT. 4 HORIZ. REIWORG'6. W/ 12" LAYS MIN. FLOOR TRUSSES PARALLEL TO WALL THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT W a MAY BE NECESSARY IN ORDER TO W COMPLY WITH ALL APPLICABLE CODES. z I �.iJ III 1 jZH' c�I 0 CHI 0 v a mmoo DRAW B � CHECKED BY, CERTIFICATION AND SEAL DATE -.. _._ .. ISUPERVISION HEREBY CERTIFY THAT O9- I O-OO HIS PLAN AND SPECIFI- ATION WAS PREPARED BY CAI C E OR UNDER MY DIRECT ' „ » AND THAT ! V�(� 1 f _1'-0 -0 AM A DULY REGISTERED ll JGB Ni). ARCHITECT OR ENGINEER Pic 12 1 Z170i� UNDER THE LAWS OF THE F TUR.0 INTEC-Ri :' 00-150 STATE OF f1 MDA PER C."Al SHEET SHEET AS SIGNIFIED BY 6"' ' 14-' AND SEAL STANDARD C4jGE � � ❑F />I 1 H , l`_-- n HI �C�CC��i �3 A/C A/C NOTES 1. DUCT WORK MAIN LINE SUPPLY TO BE FIBERGLASS HARD BOARD R-6 MLN. 2. DUCT BOARD INTERNAL SURFACE TREATMENT TO BE RESISTANT TO FUNGUS GROWTH. 3. ALL DUCT WORK ABOVE CEILING TO BE R-6. 4. EACH AIR HANDLER UNIT TO BE EQUIPPED WITH A HUMIDSTAT TO REMOVE MOISTURE TO LESS THAN 50%. 5. A/C FEED WIRING TO BE INSTALLED BY ELECTRICAL CONTRACTOR. AIR CONDITIONING SCHEDULE UNIT' AIR CAT.? �- VA A/C HEATSTAIPI NAME ; HANDLER + VOLT PHASE WATTS f TONAGE KVA MFG. CFm 1 2 1 2 - - - 10 KVA 1200 - — 208 3 3750 SCALE:1/4• - T—O' 'I'll fV9Fd i1 rr��A r ELECTRICAL SYMBOLS ,}{, XEPTAGLE IDUPLEX �ISECRITI� CONESCENT LIGHT uU AT KEY PAD CLG MOUNTED /B } - DUPLEX RECEPTACLE IAT U (JUNCTION I - IINCONDESCENT LIGHT `�✓ BASE BOX WALL MOUNTED _ C ; -- (DUPLEX RECEPTACLE - 4TV - TELEVISION JACK - -r i / ---- -- IHI HAT IAT 8" ABV COUNTER ✓ TED hCLG MOUNTED �DUPLEX RECEPTACLE 1 TPRE-WIRED - l 220 Y RECEPTACLE / — HI HAT I FLUSH IN FLOOR W AT 12 A.F.F. � rVp VAPOR PROOF_ - `WTI - LEX IDUPGROUND FAULT CE�PACLE I _ - 1 THERMOSTAT (INTERCOM C�� — d DIS METER ,Il DUPLEX RECEPTACLE 1 (p� (BREAKER Vl 170P REC. S`MTCHED i AT 80" A.F.F. PANEL - - (DUPLEX RECEPTACLE PH TELEPHONE OUTLET ® !EXHAUST I WATERPROOF . AT 12• A.F.F. � FAN UC '±l - - IDUPLPX RECEPTACLE i UNDER COUNTER -- ("�i (TELEPHONE OUTLET FLUSH IN FLOOR 'EXHAUST FAN IOU/ LIGHT SWITCH (SINGLE POLE /G�1 � ',(JJ SPEAKER IN CL'G. I j FLUORESCENT ILIGHT FIXTURE ' SWITCH ( THREE WAY SECLIGHTS �-� DOOR BELL $' (FOUR U M SMOKEQ - --r ..5 i (CHIMES WAY I D DETECTOR L -R I- -- - N- (SWITCH fl I SNITCH RHEOSTAT I LI DISCONNECT f D SWITCH %) DIMMER J%LJji/ (PADDLE FAN �K SWITCH KEYED � o i W/ OR W,iO LIGHT i {1 PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDINGS WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. METER- (2) ?" RODS 8' LONG 6" APART U.G. SERVICE L© 150 AMP MAIN DISC �� 120/240\ 1 10 3W 150 AMP PANEL BOND TO STEEL [3] 1/0 THW CU. IN. _ 1-1/2" CONDUIT 11 1/0 IFIW UU. IN. - 1-1 /2" (O(lN/�D_UIT Ic TR CAL 1..pY4", ,%jl .0 A/C DISC. SIZE AS PER A4C-\ MFG'R Sp CS ALL ELECTRICAL I.A.W. CURRENT "NEG" INCL. GFI OUTLETS. ALL WIRING TO BE COPPER. SCALE: N.T.S. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS nEQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITHAL' aPr-9CABLE CODES. EI,.EQTRIC6L -12W QALCuLATT I QNl 2,268 S.F. E 3 VA 6,864 TWO 20 AMP APPLIANCE CKTS 3,000 LAUNDRY !,500 DRYER 4,500 RANGE "PIOUO DISPOSAL 1,000 WATER HEATER 4,500 DISH WASHER 1,206 REFRIGERATOR 900 TOTAL VOLT/AMPS = WATTS a ), 4t:4 FIRST 10 KVA 10,000 AC HEAT STRIP 10,000 REMAINDER AT 40% 6,186 TOTAL 29118r; USE AMPS = 26, 186/240 1091 1 AMPS I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT R" Q SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER OCR 3 14UQ UNDER THE LAWS OF THE FOR STATE OF ElQRIDA AS SIGNIFIED BY MY HA PIER ^14,aWTFIC 1tlfAy AND SEAL. STANDARD BUILDING CODE x 0 If yI - - .. 4,. - - �o i � 1 w� "�4 x L) ww H �ww O V1 O ` h0-4 LJ U O � Q W a x W W W H U Ll !l. , z x xi C) ! vil U pi U !Lli O 9.T..Y. CHECKED BY-1 _--DATF -- _ - -- - 09--10-00 SCALE 1 4" 1' 0" JOB NO. 00-150 SHEET SHEETS A ,