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HomeMy WebLinkAboutFOOTER-DETAILS44'-114" 41 10'.._ .. _ 0 *2' 0,2 0 2 0 2'-0 2' 0*2.0�,2_. 0"Z p" 2_p *2tp" ___.-6. D _._._2=0" 2' 0" 2 0' 5'0" - -- 2 1--1 05- 4j" • I A I i CONCRETE_ 51AR j fV IN • I I , a � of 4" SLAB WITH 6X6 #10j10 W.W.M, (2500 P.S.I.) j • b (FIBER MESH OPT.) OVER 6 MIL VAPOR BARRIER o ON CLEAN COMPACTED TERMITE TREATED FILL. 0. ml v1l I ? NOTE: RODS ARE 4- FROM EDGE OF SLAB. I o Oi �1 I x a I 5 5�---- I I 0"2'-0 2'- 0" f SLOPE 2" 2 -0 2 0" 0" 2 5 5 0, t ..! • / ! i 'fT7 eiI`°I o 1 I o of 4" HIGH CURBS 0 /'' • mom' v THESE LOCATIONS ' • „ Ni I I 210 3'- s N{ • f 1 _t / "I pool I I. • ' �,"1 0l- I' ----"-I ; • _.. tol / I/ _-// ' • Ny' I fC a n 1 I 6 -1 • I I � 2 _, III a,l'° I of { I 'I .� __ •/ rn -'r •1. T . - - 1D ,1 �.D I o, I , 0 2 1" ' 41'_11," If Il ° jODV r I M\ SCALE 1/4' - 1'-0' � v(✓i'ZJl STORAGE 4.4'.. 28' 9T - 5-0"x7-0" OPENING I: , Tfi a .CARPORT` n 3666 DR. .I 5, _ ,n �t'-2 t 5' 0"x7 0" OPENING 5ss8 15Tt 3668 DR: 1 c. �F •Y / PORC'" C GgL�l c _ I OPE�1\NO n \-' 4'- 9 SCALE: 1 4' - T-0" _ 04 I� W of .0! o o o ml 1 �- SEPTIC SYSTEM c I N.T.S. #5 ROD EVERY 9 d")(16"x48" �- PC-YSTEEL BLOCK THESE PLANS AND ALL PROPOSED WORK II ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO III I� COMPLY WITH ALL, APPLICABLE 00CG v. I ` "Ole 0 0 m I s �A 4 #5 BARS EACH I WAY 2" FROM BOTTOM- -_— 24" .006 MIL VAPOR BARRIER I Iji NOTE: DIMENSI \'4 EGRESS WINDOW REQUIRED 13EDROOM 9 IT x 9'-6" o' 6 t FLAr CEILING I I r�AR�FT'J-,-OOR ['1 r 1 n I , I ' 2868 DR. F > mKo, 1. o " I I n 2666 03N1003R MOONLM S53HD3 3L?DR00M FLAT CEILING Att­��) - u' 'I r1APPFT FI nnP 4"x4" P,T. POST SIMPSON AB66 -'-LOAD 4065 LBS. --fiItt +• , -24 4 #5 BARS EAC WAY 2" FROM BOTTOM .006 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. N T LF"M©R CK)T R SCALE: 3/4' - T-0- NOTE: DIMENSIONS ARE 24 WIDE x 12 DEEP i9 4 11"xt6"x48" #5 ROD EVERY POLYSTEEL 2' O.C. BLOCK Iw.Aum 1E�Rd111E R+EAIP��EN R�EQUIRE?D I 1 r I / r LOT 3 , 5 211Y48' E 66.32' 2.51' i` -45.0' r I I c ' LOT 2 - 3 'O. _ I tD, I I j i 1.2.fi 42" W a N ! LOT 1 _LEGAL DESCRIPTION BLOCK B, LOT 2 AT HGL IDAY OUT AT ST. L LC I E , A CONDOMINIUM, ACCORDING TO THE DEC..ARATIUN OF CONDOMINIUM THEREOF RECORDED Ii,, OFFICIAL RECORDS BOOK 168, AT PAGE 1348 Q THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LESS AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS, BEGINNING AT THE NORTHWESTERLY CORNER OF SAID LOT 2, THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 2 A DISTANCE OF 6.00 FEET1 THENCE ON A DEFLECTION ANGLE 76'2P'49' SOUTHERLY, A DISTANCE OF DOF FEET TO THE EASTERLY LINE OF SAID LOT 1, A DISTANCE OF 35.89 FEET TO THE POINT OF BEGINNING. \ , J lI 9 SCALE; T - 20' NOTE, THIS IS N07 A SURVEY. h FOUN.DATION__NO_TES a 1. FOOTING CONCRETE SHALL. BE A MINIMUM OF 2500 P. S. I. e 28 DAYS. 2, ALL. REINFORCING BARS, DOWELS AND TIES SHALL CONFORM WITH ASTM - 615 AND SHALL I, BE FREE OF DIRT ❑R MUD. 3, ALL REINFORCING SHALL BE PLACED AND 16 X 1�' MONOLITHIC FOOTERS TIED IN PLACED SUFFICIENTLY AHEAD WITH 2 5 ROCS CONT. OR WITH #• OF PLACING CONCRETE TO ALLOW INSPECTION j 3 #4 RODS CONT. ON CHAIRS AND CORRECTION, IF NECESSARY, WITHOUT WITH CORNER BENDS - •- — r---a a�c DELAYING THE CONCRETING OPERATION. II a I•<• f /}�-� /-•- - '`- "-` 4. ALL DOWELS & VERTICAL. BARS ARE #5 UNLESS �21 ,L,--J h•. NOTED AS 94 OR #7, ,� t 5. #5 25' LAP SPLICE W/ 10HOOK 16" .006 MIL VAPOR BARRIER 6, q7 RSi ON CLEAN COMPACTED 35LAP SPLICE W/ 14' HOOK ' 35 TERMITE TREATED FILL. i�6I ij SCALE: 3/4' - T—O� 7. IMBED DOWELS 6' IN CONCRETE EE x SLrDEEP A �r'R R C OOTLL"�SCALE 3/4' - T-O' 8, VERTICAL BARS TO EXTEND TO TOP STEEL WITH +, �- HOOK. <SEE NOTES 6 & 7 FOR SIZES OF HOOK) 44 11 _ 9. FILL CELLS AT VERTICAL DOWELS. 14'-5� 3' 3j" 10. GROUT TO BE 3000 P, S. I, AND REBAR TO BE * A MINIMUM GRADE 40. 1K1'IT0"CiI8E'rI-l6 ' , ------i iIiIIii'IIilIIIIilIII li, IIi F" •`' , II ;=Kx 8'-VCATHEDRAL CEILING o1I Of I IIII c1 TILE FLOOR T 2n 9 A.H .000Iog + �a B.F. DR. vi PRT� �� '_LIVING ROOM 0_ ' CATHEDRAL CEILING I t - - ' CARPET FLOORlt Ld ll _ r w Iz j 05./ _ . 2' of —R (A - FILE COPY _. _ X 5_ _ — 4- ST. LUCIE COUNTY Sti. ,0.0� - 36"x5p ,- - BUILDING DIVISION - REVIEWED , - FOR CO PLIQNCE x, REVIEWED BY `F DATE 12-5--Oo PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE r A �,r�gl SCALE: 1/4' - T-0' UPPER FLOOR it 44 S.F. CARPORT 346 S.F. STORAGE 529 S.F. PORCH 269 S.F. TOTAL AREA 2,2$� §.F. I I �i I C+-. uj DID �t F_ Whir—li Q O � O z STRUCTURE FIRE PROTECTION IN y ACCORDANCE WITH SBCCI 1994 STANDARD rO BUILDING CODE 709 CALCULATED FIRE RESISTANCE a THE ONE HOUR FIRE RATED ASSEMBLY PROPOSED W .� IS THE ADDITION OF THE MATERIAL IDENTIFIED AS IG-�7 'DENS -GLASS GOLD' WHICH IS RATED FOR ONE HOUR cl FIRE PROTECTION, SEE ATTACHED CUT SHEET FROM 0 THE MANUFACTURER AND LISTED BELOW THE WINDOW OPENINGS OF THE SIDEWALLS ARE LESS THAN 10% OF THE SIDEWALL AREAS, i1 RIGHT SIDE WINDOW OPENINGS = 6.4% °� W LEFT SIDE WINDOW OPENINGS = 7,4% �� y F I QUQT INE3_E_UAi 1 IL-LUT _ SffEL C 3' FIRE PROTECTION 'DENS -GLASS GOLD' IS NON-- I XL COMBUSTIBLE (AS TESTED PER ASTM F 136) S❑IT OFFERS BETTER PROTECTION AGAINST BURNING =3 UI TEST (PERFORMED IN ACCORDANCE WITH ASTM E-84) L._ SHOW DENS -GLASS GOLD PANELS PROVIDE ZERO FLAMESPREA➢ AND ZERO SMOKE DEVELOPMENT. TEST f? W OF 5;8' DENS -GLASS GOLD FIRESTOP, TYPE 'X' O U (PREFORMED IN ACCORDANCE WITH ASTM E-19ll Cry QUALIFIES FOR A ONE HOUR FIRE RESISTANT U WI CONSTRUCTION (UL 337). Q MY SIGNITURE AND SEAL HEREBY CERTIFIES THAT DRAWN TI THIS MATERIAL APPLIED FO THE WALL WILL COMPLY WITH THE INTENT OF' THE ONE HOUR FIRE RATING ✓L. YI. T. REQUIREMENTS. - - -- CHECKED- BY, CERTIFICATION AND SEAL I HEREBY CERTIFY THAT O 9- 11 0- O O THIS PLAN AND SPECIFI- CATION WAS PREPARED BY _ SCALE ME OR UNDER MY DIRECT ff f tt ARCHITECT OF -_ 17iAT L- 1/4 =1 —0 SUPERVISION ANG AM A DULY RF"I -� '. - - .ice OCT JCT � � 6 No-_ _ UNDER THE LA ���'�/R�ALINTEGRITY Q O— 1 5 0 STATE OF FL4lilizd 001 �A 6(.R 1606 SHEET SHEETS AS SIGNIFIED BY MY HAND STAmDARO WlILDING EODF AND SEAL. DF —.. — — - ;--- -' ------------- SCALE: 1/,V - T-0' i �AIL4_._,-----.___.------------._.____.. SCALE. 1/4''1�-0' SCALE:1/4' - T-O' r O i I; cal FI. r rl n� i-. c`? _ _,[ ` . . ��r `�, SCALE:1/4' -1'-0' SCALE:1/4' - T-O' I i i i i O � 1 i I � I A i i i THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, ATION 4' - CHECKED BY, CERTIFICATIONAND _SEAL I HERESY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED t ME OR UNDER MY DIREG' SUPERVISION AND THAT AM A DULY ARCHI TEC' UNDER Tl-1, STATE OF LL:`s%1.Q" AS SIGNIFIED dY MY HAND AND SEAL. DATE 09-10-00 SCALE �4„_1,-0„ 1i JOB NCI, TURAL INTEGRITI 00 — 150 fA#MR 1606 ;NEET 1., SHEETS Et17tLDING COV 2 CIF 4 HUGHES RT14 755# EVERY RAFTER NAIL 10 - 16D DRIPEDGE OVER 2" X 4" SUB FASCIA W/ ALUM. FASCIA & VINYL SOFFIT ARCH. SHINGLES OVER 30# FELT PAPER ATTACHED TO 5/8" CDX PLYWOOD --. NAIL 81) 4" ON SEAM, 6" IN FIELD ON ENGINEERED TRUSSES 24" O.C. 12" ROOF 3- SLOPE Y 6"R19B 2" X 10" TOP PLATE (P.T.) -iz OVERHANG - (TYPICAL) II Ij .1/2" UkY WALI— ACCORETTE STUCCO ON 6" CONCRETE FILLED POLYSTEEL FORMS #5 ROD EVERY 2' O.C. ELEV. 7'-0' ELEV. TO BE IN COMPLIANCE WITH M.H.T. FLOOD STAGE RULES OF FDEP 6'- 0" 3/4" T & C. PLYWOOD GLUE & SCREW TO )" X 8' WOOD JOISTS 16" O.C. W/ R-19 INSULATION rr. 9 4"x16"x48" POLYSTEEL BLOCK li I i 16" X 12" MONOLITHIC, FOOTER WITH 2 .#5 RODS CONT. OR ' r3 #4 RODS CONT. OtI CHAIRS y ^I WITH CORN „ER.BEND` T a 41 1 - I 16"_ _. . ' .006 MIL O H `.: BARRIER. N CLEAN TERMITE IREATFD FILL. SCALE: 3/4' - T-O' - (2) NOT€ I. WOOD TRUSS. 2. PLYWOOD 5HEATHIN6. 3. EDGE NAILING. 4. 2, 13LOGKIN6 -` -_=.J 5. POLYSTEEL FORM WALL SYSTEM 6. 2"x 10" TOP PLATE rv/ ANCHOR BOLTS i / R i TYPICAL TOP PLATE (EXTER.) (U, NTERIOR FINISH 5C METAL FURR'6 TR EXTERIOR FINISH YPIGAL LINTEL; BAR5 TOP 4 W/ M3 BENT S IR EACH VERTICAL ( 'o.o.) ACRZS9 ENTIRE LENrol H i LINTEL OPENI . TYP. WINDOW5 MR. FIN. SCRE D JOD WINDOA FIRAN EXTERIOR CONCRETE FI POLYSTEEL WINDOW MEAD 2'x 4" AND A EXTERIOR OF 5LD6. INTERIOR OF BLI26 TYPICAL WINDOW INTERIOR and nx-rewOR L FRAME TO BE REMOVED — AFTER WALL 15 POURED id SILL BUCK TO BE WRAPPED W 50N FELT and REMAIN IN PLACE AFTER WALL IS POURED (or USE PRESSURE 1REATED 1_ M POURWNCRETE EIZ ON or 2- 2"x 4" INTERIOR and EXTERIOR FRAME TO BE REMOVED AFTER WAIL IS POURED FRAMING DOOR BUCK TO BE MAPPED K/ 304 FELT and TO REMAIN IN PACE I� AFTER WALL IS POURE*r !or USE PRZ-55URE a ' ' TREATED LUMBEFV _ _5LA8 LINE TYPICAL DOOR ROU6 IN PRAMIN& WINDOW and DOOR ROL, H-IN FRAMIN6 STIRRLT'S REBAR TWO STRRUPS ARE FABRICATED FROM 4 9 REBAK t . 40P00 psi. and INSTALLED IN EACH VERTICAL CORE (12' .cJ ArROM THE ENTIRE LEN6T1 OP THE LINTEL AS OHOPN ABOVE. ST, END5 MUST S HOOKED AROUND THE 45 HORIZONTAL REBAR NTH AT LEA 5T A LSE DEGREE BEND, GCI 516 OR I2.I57=L TYPICAL LINTEL STIRR PS (2) NOTE5 ' - I. WOOD TRU55. (37 2. PLYWOOD SHEATHING. 5. % EDGE NAILING. �..-1'4) 4. 2, BLOCKING -v,l 5. POLY5TEEL FORM WALL SYSTEM 6. "SIMPSON' ETA,?55 EMBEDDED TRD55 ANCHOR 4 TRUSS SEAT SNAP -IN (or EQUAL) I Cj TYPICAL TOP PLATE (EXTER.) POL :'5TEE_ FORM AAL` SY5 FINISH TO 1iP. I' I PACK and SEAL BETYCEN SLEEVE and PA55 THROUGH PIPING WITH AN APPROVED FIRE STOP SEALANT (15 MIN. RATING MINIMUM) " CAST A PIPE 51-EEVE LARGER THAN PIPE THAT WILL PA55 THROUGH, INTO T. STEEL i POLYSTEEL FORM WALL I I - x 48' BENT STEEL .AT 410 DEGREES and' LAP 24' MIN 4 TIE WIRE TO WALL 5TE31. PIPING (ELECT., PLUMB'&, or MECHj PASSING THRU POLY5TEEL FORM WALL TYPICAL PIPE PENETRATION THRU WALL SECURE AIRE and BOXES IN PLACE WITH A CONSTRUCTION ADHESIVE COMPATIBLE WITH MARK WIRE ROUTE and L15E A EXPANDED POLYSTYRENE or HOT KNIFE, ELECTRIC SOLVER' & EXPAND*URETHAN FOAM GUN or ROUTER TO OUT A NARROW\ (USE APPROVED WIRE 4 ELECTRICAL &ROVE 1 1/2' DEEP FOR YOUR CONDUIT FOR COMMERCIAL APPL ICATION5) ROMEX WIRL_TYPE-NM -\ I / \.. I i I I ' I 'TYPE -NM ROMEX WIRE r I I I I I I I (NEC ARTIGLC 556-8) e (NEC ARTICLE 300-4d I I I I I I I 4 300-41a) I I I I I FOR THIN PORTIONS OF EP51 ' IPOLY5TEEL FORM USE 4"x 4"x 1 IJ2" 54ALLOW \STANDARD DEEP BOXES BOX W/ SIN&LE 6ANG 1/2" RA15ED COVERS - TYPICAL ELECTRICAL INSTALLATION TABLE 7 SHALLOW LINTEL MINIMUM REINFORCEMENT ! LESS THAN ONE PULL 16 INCH PMY'OTffi FORM IN HCI6H5 LINSPAN IN PST PO w"l- FORM. - RI. 1� i - 145 STIRRUPS LY x PO1.5 2 5 4 5 6 1 6 HORIZONTAL IREBAR POLTSTEEL TOP u SOFTTOM �\ LINTEL A9 PIER TABLE �6-INCHES 45 4 BACK i"raA 15595 15, STEEL S. To RE-CREATE 05S5q HORIZONTAL cart. - a11 -u nrHm _ ms—BEAM ad COVER _ - ---- li INCES 2�15 2-45 FOR KEBABS I. THIS OF 2p�EL 6 FOR LIM� FAT TALI INGWDIN6 SAFETY PAGTOR5) OP UP TO A MAXI"im ER 2. RE -GREATS THIEBS. C4NITIN IJ5 HORIZONTAL CONCRETE BEAM M10IIIIIIIII1AS BEEN GUT OFF. 0'd TK &R�'IOVINiA PORTION OF THE WAY PARTS O ;le (PPANDED POL57YWENE N�� sTCEOLR�(ZSpFF 9KETCW S. pSyOAR oMid TOP M1.OnTALGONAG/REETREE.ByE)IAlM�45THE INTAI BLELINTHy.�LLIF)pHBO'rH TIC 4. SPACE 9�T.RA NGHON C$Il'E9Q OVIR ENTIRE INTEl SPAN. •TgL PORN LINTELS. 5. THIS TABLE 15 SAlED ON 4OX O poi RgOR EO STEEL REDAR od S.Ooo pH coNCR_TE. 6. REEFER TO TABLE 6 FO4 POLYSTEEL FORM LINTELS MH10H ARE A PULL 16 INCHES IN HEI6HT. HORIZ. STEEL SAT INTERSECTIN6 POLYSTEEL FORM WALLS, REMOVE A SECTION OF THE OUTER WALL 50 THAT THE IN7ER.5ECTIN6 FORMS FIT IN5112E OUTER FORMS. /HORIZ. STEEL VERT. STEEL ALL CELLS FILLED WITH CONCRETE TYPICAL WALL IN7tR5EC7I0N 24 NREATE'D a FELT PAPER BACKING __ _--LID6ER m ANCHOR BOLTS FOR POLY5TEEL FORM CUT-OUT 4 at oa. DETAIL k9 N6 LANS 2- CON:' NAILEREAC.W ]-'eT RIAAA STRIP a i- CONGRETE PILLED POLYSTEEL FORMS K/ VERT. 4 HORZ, REIWORC'6. W 12" LAPS MIN. FLOOR 7RUSSE5 PARALLEL TO WALL THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, I HEREBY CERTIFY THAT THIS PLAN AND SPEGIFI- CATION WAS PREPARED BYME OR UNDER MY DIRECT�SUPERVfSION AND THAT 1 FITURAL AM A DULY kEGISTERF,' ARCHITECT OR END:UNDER THE LAWS 0, F INTEGR STATE OF ELOFJ06 PER G? is fER ]505 AS SIGNIFIED BY MY H STANDAO Sta+ DIlNG WI AND SEAL. I I oZ1 I ; I i iI I I I i I I I I I l .. I CHECKED BY . PLATE. .... 09-10--00 SCALE 1/4" 1' 0" JUS NO. _ 00-150 SHEET $HEE?5 3 °F 4 Ur A/C NOTES 1. DUCT WORK MAIN LINE SUPPLY TO BE FIBERGLASS HARD BOARD R-6 MIN. 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 A/C HEATSTRIP�_----v_ NAME CAT. VA ifi HANDLER TONAGE I KVA i MFG. f VOLT PHASE I WATTS -I ----1- CFM ._ '__}_ 2 1/2 10 KVA 1200 y 208 3 3/50 _ SCALE: 1 4' SCALE: 1/4' - T-O" 12-:5 ----f �"J�IPJ PC,R �I -^ ,',���J�L�� EL.%C^ '�� c' L-- PLAN SCALE:1/4" - 1'-0' N+ I ._..__ _..m..ELECTRICAL SYMDOLS _..._. _ —T.,—_ ' \.:.>I' is '�ECURwf 11NCONDESCENT LIGHT Vy Af %'.• KEY PAD. �CL'G. MOUNTED ,�y, 1U8 --;AT DLE t + P I I �. -[ UNCTION p h.- I INCONDESCENT UGHT AT BASK. BOX Y iWALL MOUNTED ,}}`C 1DUPLEX RECEPTACLE ]N I TELEVISION JACK 1 ,HI -HAT ��tt✓✓ IAT B ARV COUNTER 'PRE -WIRED I \ ICCG MOUNTED Hvnc _ r O !DUPLEX RECEPTACLE 20 V. RECEPTACLE / HI -HAT I FLUSH IN FLUOR � A7 12 A.F.F. \ rVp I_ VAPOR PROOF I IDUPUEX RECEPTACLE f'� 1 F .P.hL METER IGROUND FAULT. J THERMOSTAT'? B DISC D�PLFiCRF'SiIEFCAC�� �_—� TELEPHONE -iBREAKER JJ{{ !DUPLEX RECEPTACLE oo INTERCOM LS/ I IAT 60• A.F.F �� !PANEL ,IyMR' PH I EXHAUST V VIAIrRN_. AT 12 A.F.F. !FAN Ft.0 r' -ELEPHONE OUTLET tEXHAUST FAN FLUSH IN FLOOR IW/ LIGHT s :H i AW,' F : LUORESCENT I SLIGHT FIXTURE ._ t-- ------ DOOR $J THREE WAr �j i��-,' BELL L _.._. .._..__._� _-. _..-.._._ 4 t SWiTCIi DdCHIMES ti FDUR WA' SD 'DETECTOR t{`R SWITCH i �I SWITCH - +� RHEOSTAT u DISCONNECT I -- -- CH D D���Q>t, �wjDLEFANOR W/o LIGHT - t f___----_-..-- ,{,K SWITCH `A Ircvcn I quyS ,s 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. A/C DISC. SI AS PER AC MFG'R Sp CS METER-- 150 AMP _ MAIN DISC I20/240V 10 3W 150 AMP (2) P" RODS 8' —� PANEL LONG 6' APART ' 13] 1 /0 THW CU. IN. BOND TO STEEL _ _ 1-1/2" CONDUIT U.G. SERVICE LJJ 1/U 1F11N UU, IN. -- 1-1-1pp/2" CONDUIT pp ALL ELECTRICAL LA.W. CURRENT "NEG" INCL. GFI OUTLETS. ALL WIRING TO BE COPPER. T.S. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITHAL" APP ,! ABLE CODES, ELEQTR Q,FIj_-I,(LA,p_CCALCL1LATI�L,TJ 2,288 S.F. Q 3 VA 6,864 TWO 20 AMP APPLIANCE CKTS 3,000 LAUNDRY 1,500 DRYER 4,500 RANGE 1210D0 DISPOSAL 1, 000 WATER HEATER 4,500 DISH WASHER 11200 REFRIGERATOR 900 TLITAL VOLT/AMPS = WATTS FIRST 10 KVA 10,000 AC HEAT STRIP 101000 REMAINDER AT 40% 6,186 TDTAL 26,186 USE AMPS = 26, 186/240 109, 1 AMPS c�DDpRAgW�N� BY - CHECKED BYr CERTIFICATION 7EAL _ DATE1 HEREBY CERTIFY THAT 0 10_/1O THIS PLAN AND SPECIE!- 1 llCATION WAS PREPARED BY SCAIEME OR UNDER MY DIRECT 8 � 4er 1r oSUPERVISION AND THAT 1 " /AM A DULY REGISTEREDARCHITECT OR ENGINEER UNDER THE LAWS OF THE150 STATE OF FLORIDA FOR ,. +:.C.;;} SHEET SHEETS AS SIGNIFIED BY MY HA^ }»H,"4iMTkiT ar A OF 1 wJ AND SEAL. STANDAI i3 6UOLDIk(; CODE `* �