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PLANSTor 1.._Acp.aefil___ 4%1Cp_ily.4% ---- GC1(0 ‘%•1 Clocro ItTily.n`V 11 Co Li:14_1R" - e- 3 1'22_56" s 241e 2.9 V (o4 clb.4 6 40 it 0A 1 tls' ( • .• - 54' S t 0 . - - — t - 1 - co kA1 1,z .3 ut NAA-D-7-- Z rt l4ZILc 12..1 1 000 R 7• VAL. . t7, Zo Ci_. This property described as: • Lot 1 and the East 20 feet of Lot 2, Block 10 AMENDED PLAT OF MIAMI SHORES SECTION ONE, according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Dade County, Florida. 10 Q 20 • ,s/JI, /' /L'Q v / 35 /2 Yo 1 • ° A :441i s /'+ IIj •(,I/aoc /"lace' PROPERTY OF: Griffith, Deborah, N111 1 A1111%111110111 1111 •II:NATIIHI: AND 1111 II1III:INA1. IIAIS) 11 ti1:AI. 1)1' 11.11H111A I II'1 N \1'11 SI IH 1'I OH ANI) 1 1 1 AII•H 7P1' Zi (007 0 t. V1 N O /s, 30, .9.3o ,45,o ha /7 c Stale • 3 /4 / ' Ey, •./s A BOUNDARY SURVEY I hereby certify that the survey repre- senled hereon meets the minimutrl Iec hnic'aI standards set forth by the Board of Land Surveyors In chapter 61G17.6 Florida Administrative Code pursuant to Section 472.0 7 ' a. Statutes. Th are no ehrroach s, overlaps easements appear on the Pia er than as sho , Thereto. IRO /. MIRV /Y Na M NO. 1327 1 ,G ' ✓ 0.00 - 90 °o9' -Zo • r— Z 5. 422 ' - 2 5, en ' ,t? -- 3 9.34 IL 3 5, 4.•• FIELD DATE S it v 0.90 Co. 1 / e/ • .l� 1 jf, 3 �r4 ' •I Go • T,07:4 ,�• 90 N.E. List Street, Miami Page 1 of2 SCALE ItENE AICIIESVIVES I'.S.M (1 4327 Le /72 i �Go /" Zoo • Shores, Florida. LANNES AND GARCIA, INC. L.B. #2098 SURVEYORS-MAPPERS-LAND PLANNERS Office address: 359 Alcazar Avenue, Coral (:aides, Florida 33134 1305) 666-7909 (954) 523 -8663 DRAWN BY DRWG. NO g • 51114 1 N .120' TTP. © ANGLE SHEAR rASTEHCR e 24' Du EXISTING S TRCCT LRC 2-016' VARIES. 525' NA X. PC;JDUCT NARKINU '.00ATTIDN 1170' 1?.00' CDVERACE pl STORM PANEL DVEI -AP rASTEDQt1 TYP. (SEE NOTE 1 6) AL ANGLE CLDStRC MELD 1• • 2' • .055' KIN. TO E' • 5' x .035' MAX. j/ r.PRDaXT NARKING CDPTIDML L. .T10N) 135Q' • SCALE 1 3'- 1' —Q' WALE a3' -0' .400' in TTP. .._..--------------- 7 0 200' I © STUDDED ANGLE SCAL.E P 3' . 1'- 0' SCALE N 3' - 1'- 0' VIDTH U4JMITED CPERP. TO PANEL SPAM SECTION r EXISTING STRUCTLRE L TYPICAL ELEVATION A SECTION A SCALE 3-1/2' • 1'-0' TOP !CUNT. OVERLAP FASTENERS TOTTEN MOUNT. ©'h' HEADER CSEE PLAN VTEV l )RTE 6) - \,/c WINCNUT SCALE P HAL' SIZE 1' DVCRLAP AL. ANGLE CLOSURE NEED CONITIMJOUS • RCN TOP TRACK THREIJOH )01TIM TRACK 1• K e' s 425' KIN. TO 2' • 5' • .125 NAN. Q 'U' HEADER SCALE I3' -1' -0' ) -)/2' 1[iK SEAVIEV INDUSTRIES, INC. KHAKI, 11 DAZE COUNTY PROD. APPRD . SMEAR FASTENER t 12' DL EXISTING STRLCTURE 122' �0..6�' it NERIZINTAL LEG c = (TTP) == = cer OPTIMAL CLEFT CR RII?CT) 2.cacc_ _ ® OPTIONAL ANGLE SCALE N 3' • 1'- r liC0g 1. THIS :►BITTER S T T D 4 I S DESIGNED I N 16= tDA►CE VIM THE SWIM FLORIDA BUILDING COO. 1994 COITION. NO 1994 WW1 C A NNTT IT 1 O4. 2. POSITIVE AND NELAT3YE DESIGN PRES:LW CALCULATIONS SHALL )E PERFUMED 1N ACCiftDA CE VITH ASCE 7-66 •N1N1NLN IFS1C:N LOADS FER JU1LDINGS AND OTHER STRUCTURES'. 3. STTiI( PAWLS SHALL DE 21 Cr1ItE STEEL Ct - .035•) CpFTiaCING TO AST( A4.46. STRRLCTLRAL CuALITT. GRATE D, VITH A KIN. Fy ■ 50 1CS1. GALVANIZED IN IN ACCORIMMX VITH ASTIN 090. ALUMINUM EXTRVSIOIG RALL BE 6063 -T6, U.O.N. 4. Pi®tC7 NARKING: SMALL BC VI TN 1 K 12 Or ONE Elm O' M PA#1 WITH A KIN. CT ONE MARKING PER PANEL_, AND SHALL IC LABELED AS FOLLDVS • 5. ALL BOLTS APO WASHERS SHALL BE GALVANIZED OP STAIN STEC VItH A MINIMUM Fy - 33 KS!. 6. ALL PANELS SHALL )E FASTED AT OVERLAPS AT MIT"..PAN V/ I /+-20 x 1' SIDEVALX MOLTS V/ DIE UST ALtMIKM MAS >EAED VIP .JTS CSEE TYPICAL ELEVATION). BE AT 1/3 SPAM :. FDR PANELS SPAG LESS THAN 33' 0YE..AP FASTENERS ARE NOT RECIUIRCD. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION or MATERIALS TO BE LGED IN Pfz:IIllx'T TESTING. B. THE DETAILS ANC SPECIFICATIDC SHOW HEREIN REPRESENT THE PRODUCTS PRE POSED FOR INPA:T, CYCLIC AMID C1CIrDR„ STATIC AIR P R E S S RE TESTING 1 N CONFORmAACE V I TM DAZE COUNTY P34JTOC L5 PA 201. 203. AND 202. - POSITIVE DESIGN LOAD' +130 PSF - NEGATIVE DESIGN LD#.D' -100 PSI RUMEN= CTC TEST REPORT No. 95 -007. 9. TOP t BATTEN DETAIL SHD)A4 MAT BE )park AS FIELD CONDITIONS DICTATE. PANELS NAT BE )QI4TED HORIZONIALLr WERE APPLICASLE. 10. A YARNING NOTE SHALL RE PERMANENTLY PLACED ON EITHER THE SILL Or THE SHUTTERS OR ON EACH PANEL ADVISING THE NOME DV►ER OR TENANT THAT THE STERN PANELS WILL NOT OFFER NLRRICME PROTECTION L►I.CSS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. 0 .. _ N Cl.;Z-5-"C;7:4;21' -� ENF;TATFp . r •, C!/ } � -rte== S►..�ris2__ ��FT. ;.�... ° C. _ APPROVED AS COMPLYING WITH THE SOUTH (IORIDA BMW, COPE / I r PRODUUCT..CONTROL DIV!o°iON DUN DING CODE COMPLIANC OFFICE ACCENANCE NO. PE >b � I t 19j1 WINO �I .A V. N 1 CAM 95 -133 .Pr.t I or 3 20 GA. STEEL STORM PANEL P A K 7 (VERTICAL UR I+ 1 A p 7 - A N .120' TTP. © ANGLE SHEAR rASTEHCR e 24' Du EXISTING S TRCCT LRC 2-016' VARIES. 525' NA X. PC;JDUCT NARKINU '.00ATTIDN 1170' 1?.00' CDVERACE pl STORM PANEL DVEI -AP rASTEDQt1 TYP. (SEE NOTE 1 6) AL ANGLE CLDStRC MELD 1• • 2' • .055' KIN. TO E' • 5' x .035' MAX. j/ r.PRDaXT NARKING CDPTIDML L. .T10N) 135Q' • SCALE 1 3'- 1' —Q' WALE a3' -0' .400' in TTP. .._..--------------- 7 0 200' I © STUDDED ANGLE SCAL.E P 3' . 1'- 0' SCALE N 3' - 1'- 0' VIDTH U4JMITED CPERP. TO PANEL SPAM SECTION r EXISTING STRUCTLRE L TYPICAL ELEVATION A SECTION A SCALE 3-1/2' • 1'-0' TOP !CUNT. OVERLAP FASTENERS TOTTEN MOUNT. ©'h' HEADER CSEE PLAN VTEV l )RTE 6) - \,/c WINCNUT SCALE P HAL' SIZE 1' DVCRLAP AL. ANGLE CLOSURE NEED CONITIMJOUS • RCN TOP TRACK THREIJOH )01TIM TRACK 1• K e' s 425' KIN. TO 2' • 5' • .125 NAN. Q 'U' HEADER SCALE I3' -1' -0' ) -)/2' 1[iK SEAVIEV INDUSTRIES, INC. KHAKI, 11 DAZE COUNTY PROD. APPRD . SMEAR FASTENER t 12' DL EXISTING STRLCTURE 122' �0..6�' it NERIZINTAL LEG c = (TTP) == = cer OPTIMAL CLEFT CR RII?CT) 2.cacc_ _ ® OPTIONAL ANGLE SCALE N 3' • 1'- r liC0g 1. THIS :►BITTER S T T D 4 I S DESIGNED I N 16= tDA►CE VIM THE SWIM FLORIDA BUILDING COO. 1994 COITION. NO 1994 WW1 C A NNTT IT 1 O4. 2. POSITIVE AND NELAT3YE DESIGN PRES:LW CALCULATIONS SHALL )E PERFUMED 1N ACCiftDA CE VITH ASCE 7-66 •N1N1NLN IFS1C:N LOADS FER JU1LDINGS AND OTHER STRUCTURES'. 3. STTiI( PAWLS SHALL DE 21 Cr1ItE STEEL Ct - .035•) CpFTiaCING TO AST( A4.46. STRRLCTLRAL CuALITT. GRATE D, VITH A KIN. Fy ■ 50 1CS1. GALVANIZED IN IN ACCORIMMX VITH ASTIN 090. ALUMINUM EXTRVSIOIG RALL BE 6063 -T6, U.O.N. 4. Pi®tC7 NARKING: SMALL BC VI TN 1 K 12 Or ONE Elm O' M PA#1 WITH A KIN. CT ONE MARKING PER PANEL_, AND SHALL IC LABELED AS FOLLDVS • 5. ALL BOLTS APO WASHERS SHALL BE GALVANIZED OP STAIN STEC VItH A MINIMUM Fy - 33 KS!. 6. ALL PANELS SHALL )E FASTED AT OVERLAPS AT MIT"..PAN V/ I /+-20 x 1' SIDEVALX MOLTS V/ DIE UST ALtMIKM MAS >EAED VIP .JTS CSEE TYPICAL ELEVATION). BE AT 1/3 SPAM :. FDR PANELS SPAG LESS THAN 33' 0YE..AP FASTENERS ARE NOT RECIUIRCD. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION or MATERIALS TO BE LGED IN Pfz:IIllx'T TESTING. B. THE DETAILS ANC SPECIFICATIDC SHOW HEREIN REPRESENT THE PRODUCTS PRE POSED FOR INPA:T, CYCLIC AMID C1CIrDR„ STATIC AIR P R E S S RE TESTING 1 N CONFORmAACE V I TM DAZE COUNTY P34JTOC L5 PA 201. 203. AND 202. - POSITIVE DESIGN LOAD' +130 PSF - NEGATIVE DESIGN LD#.D' -100 PSI RUMEN= CTC TEST REPORT No. 95 -007. 9. TOP t BATTEN DETAIL SHD)A4 MAT BE )park AS FIELD CONDITIONS DICTATE. PANELS NAT BE )QI4TED HORIZONIALLr WERE APPLICASLE. 10. A YARNING NOTE SHALL RE PERMANENTLY PLACED ON EITHER THE SILL Or THE SHUTTERS OR ON EACH PANEL ADVISING THE NOME DV►ER OR TENANT THAT THE STERN PANELS WILL NOT OFFER NLRRICME PROTECTION L►I.CSS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. 0 .. _ N Cl.;Z-5-"C;7:4;21' -� ENF;TATFp . r •, C!/ } � -rte== S►..�ris2__ ��FT. ;.�... ° C. _ APPROVED AS COMPLYING WITH THE SOUTH (IORIDA BMW, COPE / I r PRODUUCT..CONTROL DIV!o°iON DUN DING CODE COMPLIANC OFFICE ACCENANCE NO. PE >b � I t 19j1 WINO �I .A V. N 1 CAM 95 -133 .Pr.t I or 3 20 GA. STEEL STORM PANEL GLASS CR EMI Uh S CPARATTDR FROM GLASS EXISTING MDC SEPARATmf PRIX CLASS ANGL£ TD VAL1 DETAIL SCALE 3' ■ 1'--0' ANGLE 7D VALE- DETAIL TENSION FASTLnCR CSEE ANCaCk St1CILL.D TENSIW FASTENER (SLT AN +OR SCYCDULD EXISTING STRLCTURC WALL MOUNT SECTION VDDD FRAMING 1/4'I VDDD LAG 51:1V e 12' DL CSa ANC :NOR SCHrao_t FOR MA. D(BEO. DR A`T. TENSION FASTENER) T TP. TOP L BDTTDM /DOD FRAMING ©CONT. O WALL MOUNT SECTION E =ALL 1 3' = 1• o' /4 1/4 -20 HACH/AC BD.T L VIICNUT e 6' D.C. PANEL TD MJGLE DETAIL SCALE 13'=1' - 1/4 - 20 MACH1►E BQ_T t VIM3ifT 1 6' at CTTP TOP L BOTTOO PANEL TD AJMGLL DETAIL 3/4' MAX. GL CR DOUR SHEAR FASTENER CSM2 N•OC R SDCZU taaml THIS DETAIL MAY BE USED Al TOP OR BDTTD'. or PAN :LS. _..... . _ .._ -' M1x SEPARATION FROM CLASS 1/4' MAX. 4~-1 %%%% f li dam. THIS DETAIL MAY DE USED AT TOP CR BOTTOM O PANGS. . O WALL MOUNT SECTION (BOTTOM) F SALE 1 3' = SHEAR FASTENER (SEE ANCHOR « 1001 n CSGC DIST. EDGE DIST. SHEAR F ASTENER CSEE ANCHOR SC1fDULE) SCALE 13' =1' -0' GLASS OR DEER MISTING STRUCTLRE 1/4 -20 MA:H11E ELT 1 VDO4JT 0 6' OZ. DOSTDCG STRUCTLRE WOOD CEILING /INSIDE MOUNT SECTION CEILING /INSIDE MOUNT SECTION MJK SEPARATIDN FRAM GLASS 1/4' MAX. CLASS OR DOOR TENSION FASTENER CSEC A■CHOR SDCDULC) I/4 - 20 MACHINE BOLT •- L.- VIHGNUI e 6• OL EXISTING STRLCTURC • SIDE CLOSURE REO'D. (STY PLAN VICV WIT THIS DCTAIL MAT BE USED AT TIP OR DOTTD4 0' PANQS CXCSTUC STRUCTLAC TLICSIDd rASTE1Ca( CSEC AmDCR SDCDa n SALE 1 3' • 1' - O' 1996 O ALT. BUILD —OUT MOUNT ION STALE) 3' = 1/4 -20 MADIDc BC>LT a VINGNUT 0 6 OC. TENSION FASTENER (SEE AN3Q( SUED. D EXISTING STRUCTURE ■ SIDE CLCSURC RCO'D. CSEE PLAN VIEV) 1/4 -20 MACHDC BELT L HUT 12' 114 -20 MACHINE BELT L NUT 0 O BUILD —DUT MOUNT SECTION tie IMX.• PRO DUCIPrNrWrD r J $yap. - G'17& nt. IRY _4( // PRI y b'ErZT A.a lta..I!T� : ;CU TNC CODE Co ;1I AFC E OrsR APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY _. PRODUCT 0NTR0L DIVWS.ON OUILUING CODE COMP LANCE OFFICE ACCEPT 1405? 5 f06 . taGj •CM j(L Dory= Il _ � = 7pti 1 is ()OId :■ ' • ' . ar u •...ra f of 3 ) an by At M0 AV. MIL ONIumg 95 -133 O DIRECT MOUNT DETAIL • S:.ALE1 = 1'-0' KM THIS DETAIL MAY BE USED AT Tce DR BDTTDs CF PAWLS. WALL MOUNT DETAIL SCALE ' 3' ■ 1'-C' ANCHOR NOTES1 L' MINIMUM EMBEDMENT' AND EDGE DISTANCE EXCLUDES VALJ_ FINISH OR STUCCO. 2. WHERE LAG =RCVS FASTEN TD NARROV FACE OF STUD FRAMING.' FASTENER SHALL BE LOCATED IN CENTER OF VOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCERDANCE WITH MANUFACTURERS RECOMMENDATIONS. / AP f'en' /E;1 AS COMPLYING MTH THE . 'r!Ilrn ROMAfi EARWIG CM. MIL . .- ��/1E/5 BY _. PROr:IJCI NTROL DIV!S.JN BUILDING COD( COMIPI'AtiCE orr,ct ACCEPTANCE No95 -(540 U 2 y N ~ � o • in in A - v el a ) z %o 0 =^ L+J L r .j LaJ ((Demon Pr 95 -133 .n.•. 3 of 3 ) Maim ANCHOR SCHEDULE FASTENER SPACING REQUIRED (INCHES O.C.) EXISTJNG STRUCTURE CONCRETE HOLLOY BLOCK VOOD FRAMING ANCHOR DESCRIPTION 1/4•0 ITV TAPCON V/ v/ 1 -1/2' MIN. EMBEDMENT 1 /4•A ITV TAPCON Y/ V/ 1 -1 /13' MIN. EMBEDMENT 1/4'0 WOOD LAG SCREW V/ 1 -1/2' MIN. EMBEDMENT DISTANCE 2 ' 3' 2' 3' (SEE ANCHOR NOTE No. 2) FASTENER ING III 12' 12' 72' 6' 6 ' 6 ' 6' 6' 6' 7' 6 , /6' O DIRECT MOUNT DETAIL • S:.ALE1 = 1'-0' KM THIS DETAIL MAY BE USED AT Tce DR BDTTDs CF PAWLS. WALL MOUNT DETAIL SCALE ' 3' ■ 1'-C' ANCHOR NOTES1 L' MINIMUM EMBEDMENT' AND EDGE DISTANCE EXCLUDES VALJ_ FINISH OR STUCCO. 2. WHERE LAG =RCVS FASTEN TD NARROV FACE OF STUD FRAMING.' FASTENER SHALL BE LOCATED IN CENTER OF VOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCERDANCE WITH MANUFACTURERS RECOMMENDATIONS. / AP f'en' /E;1 AS COMPLYING MTH THE . 'r!Ilrn ROMAfi EARWIG CM. MIL . .- ��/1E/5 BY _. PROr:IJCI NTROL DIV!S.JN BUILDING COD( COMIPI'AtiCE orr,ct ACCEPTANCE No95 -(540 U 2 y N ~ � o • in in A - v el a ) z %o 0 =^ L+J L r .j LaJ ((Demon Pr 95 -133 .n.•. 3 of 3 ) APPROVED BY -} DATE ZONING STRUCTURAL ELECTRICAL PLUMBING MECHANICAL ROOFING BLDG. OFFICIAL 1 ,� ` \� ® �i/ 4,6 SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS. IVIIIAMi SHORES VILLAGE ASSUMES NO RESPONSIBILITIES FOR ACCURACY OF OR RESULTS FROM THESE PLANS. COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE iS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILDING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. MIAMI SHORES V1LLACE GARAGE CL HALL BATH 1 L BEDROOM 1 CL LIVING ROOM DINING ROOM rr KITCHEN EXP. JOINTS on 5' centers concrete slab 4' thk. 7vc BATH 3 OUTSIDE PATIO BEDRuDM 3 A�PLAN (W eR�t5 lN1K- 96 t s, 1 � e 9/00 � PLAN SCALE 1/4' =1' -0' SCALE 1/4' =1' -0' DRAWN BY, 90 14� RANGE 12,000 WATTS REFRIGERATOR 1,000 WATTS DISHWASHER 1 ,200 WATTS WASHER 1,500 WATTS DRYER 5 ,000 WATTS WATER HEATER 4,500 WATTS D ISPOSAL 800 WATTS DOOR 800 WATTS MICROWAVE 1,200 WATTS POOL PUMP AT 100% = 2,400 WATTS POOL LIGHT AT 100% = 100 WATTS CONNECTED LOAD LESS A/C SUB TOTAL 39,161 WATTS LESS 10,000 WATTS AT 100% = 10,000 WATTS REMAINDER OF WATTS AT 40% = 11,664 WATTS A/C OR HEATING AT 100% = 6,500 WATTS TOTAL 34,835 WATTS r DEMAND LOAD = 347335 WATTS / 240 VOL TS" = 145 AMPS SERVICE SIZE = 150 AMPS C. NEUTRAL LOAD: LIGHTING, SMALL APPLIANCE, AND WASHER = 10,161 WATTS FIRST 3,000 WATTS AT 100% = 3,000 WATTS REMAINDER OF WATTS AT 35% = 2,506 WATTS RANGE X 10% : 8,400 WATTS DRYER X 10% = 3,500 WATTS TOTAL NEUTRAL WATTS 11,406 WATTS / 240 VOLTS = 12.5 AMPS ELECTRICAL LOAD SUMMARY A. GENERAL LIGHTING LOAD AND SMALL APPLIANCE 1881 SF. AT 3W PER 5F = 5561 + 3000 WATTS = 8661 WATTS B. FIXED APPLIANCES: TYPE: EXISTING SERVICE: 240V, SIN PH 3W MOUNTING: RECESSED POLES: 42 NO REMARKS 3 5 AIR HANDLER UNIT 1 9 111 10 13 15 it 19 21 23 25 21 29 31 33 35 31 39 41 1 - AIR CONDITIONER WATER HEATER SMALL APPLIANCE SMALL APPLIANCE MICROWAVE LIGHTS RECPT LIGHTS RECPT LIGHT5 RECPT LIGHTS RECPT SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE EXISTING FPL SERVICE FIBEROPTIC POOL LIGHT A -36 WIRE CON- TRIP NO. DEM NO. DEM TRIP CON- WIRE DUIT POLE KVA KVA POLE DUIT 8 • 10 1/2 . 12 . 20/1 20/1 12 12 14 14 14 14 1--4 O U S E '' A, ' EXISTING METER CAN 0 3/4 40/2 1/2 1/2 ;I/2 1/2 1/2 1/2 1/2 S INGLE PHASE 120/240 42 CIRCUIT 1/2 30/2 30/2 20/1 15/1 15/1 15/1 15/1 EXISTING 150 AMP PANEL/ POOL DECK 6.5 5.0 5.0 15 1.5 1.2 LIGHT d BOX 12.0 1.0 12 0.8 12 DISHWASHER I2 DISPOSAL 10 DRYER 5.0 15 0.8 2.4 1.0 FIBEROPTIC CABLE 50/2 20/1 20/1 20/1 30/2 1/2 1/2 1/2 20/1 20/1 20/1 20/1 20/1 20/1 20/1 15/1 3/4 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 Z AMP WPGF.C.I. RECPT. A -26 REMARKS 6 RANGE 12 POOL ELECTRICAL SCHEMATIC N.T.S. 12 REFRIGERATOR MAIN BUS: NEUTRAL: FULL MAINS: MCB A.I.C.: 10K C 14 i4 14 14 12 WASHER 12 GARAGE DR OPENER 18 LIGHTS RECPT LIGHTS RECPT LIGHTS RECPT LIGHTS RECPT 30 12 POOL PUMP 12 POOL LIGHT 3 '12 IN 1/2" COND 1P, 15,4 15 AMP SWITCH 3 4 '12 IN 1/2" COND 2P, 20,4 20 AMP WP SWITCH POOL MOTOR PUMP .4-32,34 SPARE SPARE SPARE NO 8 10 12 14 16 2 0 22 24 26 28 32 34 36 38 40 42 a Q 0' 0 j 4 • w 9 1L Z z c9 4 Z m � 0 . 1 • Z z O M ly � ® n I ID .......-- ..... .... _ - - APPROVED BY DATE ZONING STRUCTURAL ELECTRICAL PLUMBING ' MECtLANICAL 1 ROOFING BLDG. OFfICIAL , !',. i, • • ' :: :;14OR'c.;, Yni qi•Al: :.;(iORII'S a44fA( ORS REUIV,TIONS WHETHER ,..,6Mi WITH ALL FEDERAL STATE AND COUNTY R!ES OD REGULATIONS. '.1...t_V:f. ASSUMES NO RESPONSIBILITIES FOR ACCURACY OE OR 1:t:SULTS FROM THESE PLANS. iii: S.' ',ITH FLORIDA BUILDING CODE AS ADOPTED BY V!1.......:: . iS REQUIRED. THE ARCHITECT, BUILDER & SUB ARE CliAX61...D WITH THE KNOWLEDGE OF ALL BUILDING UR NOT SPECIFICALLY INDICATED HEREIN. 's VLL