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To ?ROIIG , J" �, *'15T: Vint _ t 77vroICAL- ,ArMAd. $ttfiOAT q o A,.1* -t 11 * l REVISIONS Ei'f 7.-s. t2.-04-02_ -- i v 2 o o2- -z5- -o 5 — JV . , yj _ ( (I" 3- 2..- 0 ?., ".' V V . J 1 REVISIONS Ei'f 7.-s. t2.-04-02_ -- i v 2 o o2- -z5- -o 5 — JV . , yj _ ( (I" 3- 2..- 0 ?., ".' V V . aeration i51-1O "X3° CONC. SLAB. R 4 64.0 .w 68.0 ZONE 5 ZONE 4 -1- 69.0 -- 74,0 24 TSH EMOVE SHOWER & STALL NEW TUB. GAME ROOM F, FL. CER. TILE 6X6 FR. DOOR W /SIDE LTS. 12" FIX.GLS,EA.SIDE EXIST BA EXIST til"AI 6" RI up 13 ZONE 4 + 72.0 -- 77.0 EAST ELEVATION scale: 1/4" = 1 ' ---0" ZONE 4 + 72.0 77.0 3SH 1 4 WHT 2 "Aeon. gooF 54yeFAc e INT./EXT. ALTER. 34`- 4 1/1"Okee,0 1 MATC1� EX�1`' G FRENCH DOOR W7SIDE EIGHTS ? i 7 CCU 1 •,- LD , E ,z•Z 6 o. zor'N 4 f 69.0 -- ?4.0 24 CBUJ ROOM EXSIT. F. FL. WD FL EXIST-- ISTY.CDS.BLDG. (TO REMAIN) D—;24 •H WEST • ELEVATION V4910 scale: 1/4" —I' WP. DISC. BKF 2 "X 6» BI FOL f O cLO,s NET IHU I LOOR PLAN pale: 1/4" —1' --0" { ZONE + 68.0 — 73.0 7,7 1 CONC. STAIR «T c( c'oV - 1 Pa Ago-tic. c& > Q/hW c '7 _Fob oc'eAfAovi1 c)u1/461" (-t1,3 TOP 4fc?4 ofyin) 1 10' • 1,/ • .A t 15. 1.FL EXf;ST.I `77.CBS.RESI TO .DE "EMAIN. I glksevorierlowil N 1 34.33` A VISUAL INSPECTION ON SITE INDICATE THATH THE NEW ADDITION WILL BE LOCATED ON AN AREA WHERE SOIL IS CONSISTING OF MIXED SAND AND BROKEN ROCK FRAGMENTS WITH A MIN, BEARING CAPACITY OF 2000 PSF. A LETTER WILL BE SUBMITED AFTER GROUND BEEN BROKEN ATTESTING THATH THE SIDE HAS BEEN O- BSERVED AND CONDITIONS ARE SIMILAR TO THOSE THE DESING IS BASED. NORTH ELEVATION scale 1/4" - 1 ' --0' LEGEND : EXIST, 8" CBS. WALL =r7r= NEW 8" CBS. WALL Nrw - r /eUo 1Kz #5 Ft LL c t.i ,4,rCwvieACi7?? 'T"G-tx.: ekt uKf Co'E•F' q//Foxy sG.. gK et' .G ob.1G 504 SCOPE OF WORK • 0 14 • r 4teq apt Avorfro --- Lot. 1 & E 1/2 of Lot. 2. -- blk. 3 Golden. Gate Park PLOT PLAN SOIL STATEMENT N.E. 9 th AVE., 140 scale: 1/16" if 1— RESIDENCE ADDITION 1TF2. NTt2 _ CL OyE. 2— INT. /EXT. ALTERATION. a)— CHANGE WINDOWS & DOORS. b)-- NEW BATHRM TUB. 0— MEW A/C 3'4" MAIN Gas Lit4E To nt, �>• ..._, .went: CONCRETE 1-- ALL CONCRETE WORK SHALL B.E IN ACCORDANCE WITH — THE SPECIFICATIONS FOR STRUCTURAL CONCRET AC1 -71 2— LAP ALL BARS AT CORNE SPLICES 36 BAR DIAMETER -- . . MINIMUM ATTACHE SPLICES. 3-- ALL VERTICAL BARS SHALL HAVE MINIMUM LAP OF - 24 BAR DIAMETRES. 4— UNLESS OTHERWISE NOTED, CONCRETE MIX SHALL BE A CI -- 301 --.72 ALL CONCRETE SHALL BE 3000 FSI AND COME — UP TO FULL STRENCH IN 28 DAYS. 5— REINFORCING . STEEL ASTM A613 —84A (GRADE 60), IN— CL UNDING SUPPLEMENTAL REQUIREMENTS: WELDING WIRE — FABRIC—ASTM A183 CLEARENCES OF REINFORCING FROM THE FACE OF — CONCRETE SHALL BE AS FOLLOW: A) FOOTING :3' B) COLUMNS AND BEAMS (TO TIE OR STIRRUPS): 1' —6" C) SLAB; 1 ' TYPICAL,1 ' —6" TO TOP BAR IN SLABS EXPONSED TO _WEATHER 7— PROVIDE TIES IN THE BEAMS A 48" 0. C. AT CORNES 8— TIE BEAMS SHALL BE 8 "X1' MIN. WITH 4#5 BARS. 9-- CONTINUITY OF TIE BEAMS SHALL BE PROVIDED BY LAPPING SPLICES NOT LESS AT 18" . 10— CONTINUITY AT TIE COLUMNS SHALL BE PROVIDED BY CONTINUING HORIZONTAL REINFORCING T.HIRO UGH COLUMNS OR f :BY BENDING HORIZONTAL REINFORCING IN THE COLUMNAS A DISTANCE 18" 11-- HORIZONTAL JOINT REINF ORCEMENTS SHALL BE 8" TRUSS TYPE FOR NON REINFORCED MASONRY AT 0. C. AND EXTENDED 4" INTO THE COLUMNAS. 12— TIE DOWNS PROVIDE 1 #5 DENT INFO YO UDA TIONS OR FLOOR SLABS AND INTO THE BEAM, ENCASED IN CONCRETE OR MOR TARAND LAPPED A MIN. OF 18" CLEAN OUT OP SLOTS FOR INSPECTIONS SHALL BE PR 4 VIDED AT ALL SPLICES OR CONNECTIONS. 13— TIE COLUMNS: 8" BY 1 ' MIN WITH 4#5 —4#2 HOOPS AT 24" 0. C. DOWELED INTO THE FOOTING WITH SPLICE'S LAPPED 30 DAYS. 14-- LINTELS: PROVIDE CONCRETE LINTELS OVER ALL • MASONRY OPENING NOT FORMED WITH BEAMS, UNLESS OTHERWISE IDICATED, LINTELS SHALL BE 8''X8" WITH #5 BARS AND SHALL BEAR 8" MIN. ON 40" JOINING MASONRY FOR OPENINGS OVER 6 FT. WIDE, LINTELS SHALL BE 8" X1' WITH 2 #5 ON TOP AND BOTTOM. 15-- EXPONSED CONCRETE SLABS SHALL HAVE A BRUSH HAMWER FINISH. GENERAL NOTES 1--- WORKS PERFORMED SHALL COMPLY WITH THE FOLLOWING— A) ALL NOTES WRITTEN ON ALL SHEETS AND OR PLANS OF THE - PRESENT PROJECT. B) ALL APPLICABLE LOCAL, COUNTY OR STATE ORDINANCE. 2— ON SITE VERFICA TION OF ALL DIMENSIONS . AND CONDITIONS --- SHALL BE RESPONSABILITY OF THE CONTRACTOR. 3— 17' SHALL BE RESPONSABLILI T Y OF THE GENERAL CONTRACTOR— TO VERIFITY WITH THE ENGINEER IN MINTING ANY OMISSIONS OR DISCREPANCIES ARISING FROM THE INFORMATION CONTAINED WITHIN THESE SPECIFICATIONS AND D.RAWININGS. CONTRACTOR AND SUBCONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH EXISTING SITE CONDITIONS AND VERIFY THE LOCATION AND A VAILABLI T Y OF ALL UTILITIES PRIOR TO SUBMITING BID. CONTRACTOR SHALL . BE RESPONSIBLE FOR THE DESING AND CONSTRUCTION OF THE FORMWORK. . IF ANY DISCREPANCIES ARE FOUND, STOP WORKING AND CONTACT THE OWNER THE ARCHITECT. /2..\ z.3\ PRODUCT CODE GAUGE FASTENERS HEADER JOIST UHPGA 26 3#1 Od 10#10d 1.5" ( l REVISI[`INS VIM14 s - I2- O4-02 • : ,j \i-- • • • 3, - 3 - 03- 25. • 03 • J•V . I L SCALES S Fft W N DRAWS G. GAS:1i.L JOB # SHEET 2 OF 4 DETAIL N.T. S. UHPGA -26 TRUSS HANGER W/3 #10d TO JTS. 10 #10d TO HEADER. U =410# BY SEMCO W/1/2 " X4" LG. A,B 0 24 "OC. HEAVY DUTY TRUSS HANGER (THDS210) For load values see the SEMCO notice acceptance. 2 "X6" (GRADE 2 SO PINE WOOD) JOIST CONNECTED TO NEW CONCRETE TIE BEAM W/ TRUSS ANCHO TAPR 28 RIVETED TRUSS ANCHOR (TAPR 28) DETAIL- N.T.S. REINFORCED GROUTED CELL CTYP. AT EA.JAMB. TYP.CBS WALL STUCCO CONNEC. NEW TIE BEAM DETAIL N.T.S. EXIST. CONC. T. BM. SOUTHEASTERN METALS TRUSS ANCHOR TAPR 28 W/5 -10d NAILS AT E.A. JTS. 8" X 12" CONT. CONC. TIE BEAM. 1" X 4" P.T. WOOD BUCK W(1/4" X 1 -3/4 ") TAPCON SCREWS @ 4" FROM THE ENDS - AND @ 15" 0.C. MAX. ELSEWHERE. EMBEDED IN CAULKING. CALK IMPACT RESISTANT GLAZING OR SHUTTER. ( IF REQUIRED PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING PERMIT REQ'D) 4" METAL DRIP NAILED W/ W/ 3/4" LONG RING - SHANKED NAILS 0 4" O.C. — 114 2 CONT. WOOD BLOCKING 2.-?4l01/4 ,( -o ' 1/2" PLYWOOD 4 "X12" SCREENED VENT 0 24 "0.C. SEMCO TAPR. 28 W/3 #16 COMMON GALV. NAILS 6 2" CONCRETE TIE BEAM WJ 4 #5 CONT. REBAR & TIES #3 0 12" O.C. 3 PLY FELT BUILT UP ROOF W/ ASPHALT COATED GLASS FIBER CAP SHEET WITH ALUMINUM PIGMENTED ASPHALT BASED ROOF COATING W / #8d N at 6" INTERM; 0 4" OC. AT EDGE #5 VERT. IN CONC. FILLED CELL (SEE FOUNDATION FOR LOCATION) 8" CONCRETE MASONARY UNIT W/8 GA. MIN. HORIZ. REINF. 0 16" OC.(TRUSS TYPE ) STANDARD #5 d HOOK (SEE FLOOR PLAN FOR LOCATION) (V F -IG) 12 "X16" CONC. FTG. W/2 #5 9 CONT. NEW TIE BEAM CONNECTED TO EXISTING W/4##5 ® #3 TIES c 12 6" MIN EPDXY EMBEDED INTO EX. CONC. BEAM THE DESIGN IS BASED ON CONSTRUCTION UPON SAND AND ROCK OF MINIMUM BEARING CAPACITY OF 2000 PSI. AS PER VISUAL INSPECTION. (SEE SEC. 2.O.B OF STRUCTURAL NOTES PROVIDED) SG. DETAIL- N.T.S. 1 S LOPE /F 2 X 6 WOOD RAFTERS 0 24" O.C. TWO 1X3 PT. WD. FURRING /BASE BACKING 4" MONOLITIC SLAB /FOOTING r~ 3000 PSI CONCRETE --- 4" CONC. SLAB W/ 6X6 - 16/10' DOUBLE WWM FOR 4 FEET AT FOOTING TYPICAL WALL SECTION O� ale: 3/4" =1 ' —0" NEW 5/8" PLYWOOD NAILED ® 6" 0.C. 0 EDGES & 0 12" O.C. 0 INTERMEDIATE SUPPORTS 1X3 WD. FUR 016" OC. -- - 1 "X4 CONT. FIRESTOP 1/2" DRYWALL Wit X 3 vit) 160 vc FILL COMPACTED TO 95% DRY MAXIMUM . a . 4 EXIST. HOUSE =- -fir - -- EXIST. TIEBEAM EXIST. COLUMN NEW -mss new 8" x 8" start column w/2 #5 0 vert. iot3 MiTUTT 1 #5 016" o. c. " min. epox y) into new and exist. conc. col. for best connection. EXIST. HOUSE - �--- -- EXIST. WD. TRUSS 4 2 "X6 "PT.WD.L5pGER W /1 /2 "yAB'.$c4% JOIST CONNECTED METAL TRUSS HANGER'UPAGA -26 BY SEMCO W/10 -10d TO WOOD NAILER & 3 -10d TO WOOD JOIST. ACCEPTANCE # 98- 1016.06 4 EXISTING CBS. WALL F.FL.EL.O' - 0" EXISTING CONC. FTG. DER I $ 'i h ,� 2' -3" $'; RQOF FLM- 1/4't LEGEND : Q EXIST. DOOR & WIND. TO REMAIN 1 f ,— - - -I : //V Psf WIND. LOAD CALCULATION ENCLOSED STRUCTURE DEAD LOADS = ASPHALT FELTS (3 PLY) 1.0 CDX SHEATHING = 2.0 WOOD JOISTS = 3.0 G. W.B. CEILING = 2.2 WIND. LOAD = 8.2 q = 0.00256,K (V.I.) q = 0.00256.0.8(140 -1.05) = 44 psf. FACTORED WIND. LOAD P= gGhCp - gh(G.Cpi) P = 44 (1.32X0.7) - (0.25) = 51.65 = 52 ( 52 X 1.5). 77 psf. NEW UPT,IFT = 77 LESS D.L. 0 8.2 = 69 psf. RMOYe (2).0 SC. 5 roumonow FLAN EXIST. RELOCATED. = EXIST. 8" CBS. BLOCK TO REMAIN = EXIST. 4" PARTITION TO REMAIN = NEW 8" CBS. WALL - NEW 4" PARTITION WALL _ #5 FILL CELL ATTACHED TO FTG & BEAM, 6" MIN EPDXY EMBEDED WF -16 12" X 16' CONC. FTG. W/2 #5 0 CONC. SC -- STARTER COL, 8" X 8" W/ 2 #6 0 r - TII COLUH B% I2" 11 4E. EXIST 1/2" C' & >H' oT:.== TUB. NEW 3 /4 "-- 'C'J'z "N (EXTENDED) - + [Z G" 0 0 o G[15$7. ROOM WATER PLAN scale: 1/4" GAME ROOM b EMOVE &. RELOCATE HOW 'R & INSTALL NEW TUB-FIXT 'E �A SAME SANIT..INSTALLATION SANITARY PLAN scale; 1/4 =1 - EXIST 1 2" ' C' • SK WP, DISC. BKIZ. ,> WP.DISC. BKR. p WATER RISER DIAGRAM. . scale: NTS . clopt 3/4" _- .',C► CONNECTED TO EXIST .MAIN WATER SERVICE LEGEND: r COLD WTR. LINE c 3/4) c . ro WH HOT WTI LINE HW 3" Co. �.y ( DRAIN VALVE 3/4 "c 11 L11.4 CAP.FOR FUTURE CONNECTION SOLAR OR HEAT R.ECOVE.R Y HEAT TRAP. HW, TO .BATH HOT WATER -3/4" UNION GAME ROOM R� oN (AMA.5 R- 5I145Ut.O WALL �► 1o" GrJEsr ROOM 12 r (50GLS.) r 6Asr HEATER -- HEAT TRAP.. i CONDENSING UNIT. —GATE VALVE 3/4" CU. RELIEF DISCHARGE LINE, TO CUTSIDE GREEN AREA, TERMINATE 6" ABOVE FIN. GRADE d (, WATER HEATER PIPING DIAGRAM ( scale: NTS A/C-COND. Mott. -1880 ( - 1/2-ton) Manuf. Rheem. (11ERR.) WP.DISC,.BKR. Refdines Liquid & suction CC L'CHANICAL PLAN s e: 1/4 "=1 >w0" Now 3 / Latta To MA NOTE: 3/4" ANCHOR BOLTS 6' A CORNER YY /4.K4X 1 /4 " WELDED A/C COMP. SHALL BE INSTALLED ABOVE BASE FLOOD ELE VA TIO N CU. MOUNTING DETAIL scale: nts. 4-- ------ COLD WATER- -3/4 "• PRESSURE & TEMPERATURE RELIEF VALVE (ASME APPRV.D.) 1' ov 4" BASE CONCRETE SPLIT SYSTEM SCHEDULE UNIT #2 TOTAL CAP.BTU HR SENS CAP. BT U/HR CFM SUPPLY HEATER KW FSP ---IN" TEMP.AIR ENT. COIL C. TL PTA. VOLTAGE PQ M? `? & CONTROL CONNECTIONS MANUFACTURER A#IU MODEL C.U. MODEL SEER 2" FOND. DRAIN. 6 "ABOVE GRADE LIQUID, LINE W/0 INSULATION PROVIDE 4" PVC.EG.SMAGNA INSULATION LINE 5 DB WB 80 /67 18.,1'00 1-(6,}4r �j4 m ATIkt LIu ry r�aK o 2tons. 10.4 1 - 60hz --240 13200 600 RHEEM RAMB -- o 18, JA.Z RBHC - 14J06NFa 1z.0 REVIS ;Q1`.S , /P.' -25 -03 N �-- L� c) e +) . 0 - 4>J; L w. 0 n C i E , r n0 i k e N f � 1_L1 O . � <C DATE: 0 6 - - e : : 32 SCALE: SFt °,ratty DRAW: . cpk - ti L.L. o JOB # 49 -02 SHEET P /M-3 OF 4 1 1 -:' T '� 4 Mr. MIKE BECK F D ICK A. GRANTHAM ° ° c N Rsid.Addit. (Sc In t f Fxt. Alteration 17086 S.W. 112 CT. WlANI ,FL.33157 N 0 U 2 Z N ADDRESS: NE- Sis : c r MI c� S, FL 0 Phone : (305) —757-7420 L ' - C4 GAME ROOM C4 UP DARKED WET BAR 3/4" METAL C.W. 10'-0" FROM METER unzw. C2 4_ OF Ho —4 C3 qP WP " GFI 84/91- odeet • NEW PANEL 100A _ U.g5"7- ROOM FPL- 3#4/O IN 2.5" C. LIGTHING PLAN scale: 1/4 -0" WP.DISC. LG BKR C6/8 1 NEW EPNL 100A, W/DISC.BKR. NEW EPNL 100A. W/DISC.BKR. ELECTRICAL POWER PLAN scale: 1/4" =1' -0" EXISTING MT 3 #4/0 IN 2.5" C. CLOSET - EXISTING ELECTRICAL RISER scale: nts 1 #4 IN 1/2" C. 3#4 THW,CU IN 1-1/4" PVC 2-5/8" X10 CU ROD GROUND 8' MINIMUN AND AT 6' EXISTING 200A PANEL C/3 ELECTRICAL LOAD CALCULATION A- GENERAL LIGHTING LOAD: 570 sf. 3w/sf B- GENERAL OUTLET LOAD CIRCUITS 1,500 C- FIXED APPLIANCES: REFRIGERATOR DISHWASHER WASHER WATER HEATER DRYER SUBTOTAL : CONNECTED LOAD: LESS A/C = 8,412 wtts 10,000w @ 100% 10,000 wtts REST. w @ 40% = 3,365 wtts A/C (or heating) @ 100% = 15,000 wtts DEMAND LOAD - 21,777/240w =91 amps @ 120/240v. SERVICE SIZE 125 amps. D- NEUTRAL LOAD: LIGHTING,SMALL APPLIANCE & WASHER 6212 wtts. FIRST 3,000w © 100% = 3,000 wtts REST w @ 36% = 1,124 wtts DRYER X 0.7% = 5,000 wtts OTHER 120v APPLIANCE = 3,000 wtts TOTAL NEUTRAL WATTS 18,336 wtts = 76 Amps. EXIST 1712 wtts 3,000 wtts 1,000 wtts 1,200 wtts 1,500 wtts 5,000 wtts 5,000 wtts 18,412 wtts t ELECTRICAL NOTE: CONTRCTOR SHALL FURNISH ALL LABOR,MATERIALS AND EQUIPAMENT FOR- A COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESEDRA WING. 2- COMPLY WITH THE CODE N.E.C. AND THE SO FLA. BUILDING CODE. 3- P.RIVIDE EMPTY CONDUTS AS REQUIRED FOR TELEPHOE SYSTEM. _ 4- OBTAING ALL PERMITS FOR WORK UNthER THIS CONTRCT. 5- PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER TRADES. 7- COORDINATE ALL OUTLET LOCATINS WITH BUILDING! ARCHITECTURAL FEATURES. 8- CONTRACTOR SHALL VISIT THE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 9- ALL CABLE SHALL BE COPPER. 10- IN DOOR CONDUT SHALL BE EMT. 11- OUT DOOR UNDERGROND CONDUTS SHALL BE ACHEDULE 10 P. V. C. UNDERPAVED- AREAS IT SHALL BE ANCASED IN CONCRETE MINIMUM COVER SHALL IS INCHES. 12- ALL MOUNTING HAPWARE SHALL BE BY CONTRACTOR. LEGEND: E - EXIST. TOREMAIN ER - EXIST. RELOCATED S 120/240 VOLTS,20A SINGLE POLE LIGHT SWITCH - 120/240 VOLTS,20A THREE WAY LIGHT SWITCH (11) - 120 VOLTS, 20A RECEPTACLE OUTLET,GROUNDING TYPE IN BOX.18" - ABOVE FINISH FLOOR UNLESS DIRECTED OTHERWISE ON DRA WINGS. r - DISCONNECT SWITCH." 2" INDICATES NUMBER OF POLES, " 60" = FRAME SIZE AND " *" DENOTES FUSE SIZE AS RECOMMENDED BY THE EQUIPMENT MANUSFACTU.RER. - ELECTRICAL PANEL. 100 AMP. ELECTRIC.MOTOR,EXHAUST FAN,MOD.688-50CFM. er- 1 ELECT. LOAD CALCULATION (NEW LOAD ADDITION WIRE , AA-Tiot44) REMARKS C K T. J DESCRIPTION P./BKR. VOLT /-2 J GFI (APPLIANCE) 1P/20A 120 1,500 2#12 IN--1/2" COND. 3 1 GFI/WP. 1P/20A 120 1,000 2#12 IN-1/2" COND, 4 OUTLETS. 1P/20A 120 • 1,000 2 3W/SF. 5 j CFI. • 1P/20A 120 600 2#12 3W/SF. 6/8 J A/C-COND .UNIT. 2P/40A 220 5000 246 IN-1" COND. 7/9 AHU-A/C 2P/40A 220 6006 2 IN-1" COND. TOTAL LOAD: 14,100 , NEW TOTAL LOAD: 14,100 ---- 240 = 58.75 = 59A 1 1 -:' T '� 4 Mr. MIKE BECK F D ICK A. GRANTHAM ° ° c N Rsid.Addit. (Sc In t f Fxt. Alteration 17086 S.W. 112 CT. WlANI ,FL.33157 N 0 U 2 Z N ADDRESS: NE- Sis : c r MI c� S, FL 0 Phone : (305) —757-7420 L ' - C4 GAME ROOM C4 UP DARKED WET BAR 3/4" METAL C.W. 10'-0" FROM METER unzw. C2 4_ OF Ho —4 C3 qP WP " GFI 84/91- odeet • NEW PANEL 100A _ U.g5"7- ROOM FPL- 3#4/O IN 2.5" C. LIGTHING PLAN scale: 1/4 -0" WP.DISC. LG BKR C6/8 1 NEW EPNL 100A, W/DISC.BKR. NEW EPNL 100A. W/DISC.BKR. ELECTRICAL POWER PLAN scale: 1/4" =1' -0" EXISTING MT 3 #4/0 IN 2.5" C. CLOSET - EXISTING ELECTRICAL RISER scale: nts 1 #4 IN 1/2" C. 3#4 THW,CU IN 1-1/4" PVC 2-5/8" X10 CU ROD GROUND 8' MINIMUN AND AT 6' EXISTING 200A PANEL C/3 ELECTRICAL LOAD CALCULATION A- GENERAL LIGHTING LOAD: 570 sf. 3w/sf B- GENERAL OUTLET LOAD CIRCUITS 1,500 C- FIXED APPLIANCES: REFRIGERATOR DISHWASHER WASHER WATER HEATER DRYER SUBTOTAL : CONNECTED LOAD: LESS A/C = 8,412 wtts 10,000w @ 100% 10,000 wtts REST. w @ 40% = 3,365 wtts A/C (or heating) @ 100% = 15,000 wtts DEMAND LOAD - 21,777/240w =91 amps @ 120/240v. SERVICE SIZE 125 amps. D- NEUTRAL LOAD: LIGHTING,SMALL APPLIANCE & WASHER 6212 wtts. FIRST 3,000w © 100% = 3,000 wtts REST w @ 36% = 1,124 wtts DRYER X 0.7% = 5,000 wtts OTHER 120v APPLIANCE = 3,000 wtts TOTAL NEUTRAL WATTS 18,336 wtts = 76 Amps. EXIST 1712 wtts 3,000 wtts 1,000 wtts 1,200 wtts 1,500 wtts 5,000 wtts 5,000 wtts 18,412 wtts t ELECTRICAL NOTE: CONTRCTOR SHALL FURNISH ALL LABOR,MATERIALS AND EQUIPAMENT FOR- A COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESEDRA WING. 2- COMPLY WITH THE CODE N.E.C. AND THE SO FLA. BUILDING CODE. 3- P.RIVIDE EMPTY CONDUTS AS REQUIRED FOR TELEPHOE SYSTEM. _ 4- OBTAING ALL PERMITS FOR WORK UNthER THIS CONTRCT. 5- PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER TRADES. 7- COORDINATE ALL OUTLET LOCATINS WITH BUILDING! ARCHITECTURAL FEATURES. 8- CONTRACTOR SHALL VISIT THE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 9- ALL CABLE SHALL BE COPPER. 10- IN DOOR CONDUT SHALL BE EMT. 11- OUT DOOR UNDERGROND CONDUTS SHALL BE ACHEDULE 10 P. V. C. UNDERPAVED- AREAS IT SHALL BE ANCASED IN CONCRETE MINIMUM COVER SHALL IS INCHES. 12- ALL MOUNTING HAPWARE SHALL BE BY CONTRACTOR. LEGEND: E - EXIST. TOREMAIN ER - EXIST. RELOCATED S 120/240 VOLTS,20A SINGLE POLE LIGHT SWITCH - 120/240 VOLTS,20A THREE WAY LIGHT SWITCH (11) - 120 VOLTS, 20A RECEPTACLE OUTLET,GROUNDING TYPE IN BOX.18" - ABOVE FINISH FLOOR UNLESS DIRECTED OTHERWISE ON DRA WINGS. r - DISCONNECT SWITCH." 2" INDICATES NUMBER OF POLES, " 60" = FRAME SIZE AND " *" DENOTES FUSE SIZE AS RECOMMENDED BY THE EQUIPMENT MANUSFACTU.RER. - ELECTRICAL PANEL. 100 AMP. ELECTRIC.MOTOR,EXHAUST FAN,MOD.688-50CFM. er- 1 C4 GAME ROOM C4 UP DARKED WET BAR 3/4" METAL C.W. 10'-0" FROM METER unzw. C2 4_ OF Ho —4 C3 qP WP " GFI 84/91- odeet • NEW PANEL 100A _ U.g5"7- ROOM FPL- 3#4/O IN 2.5" C. LIGTHING PLAN scale: 1/4 -0" WP.DISC. LG BKR C6/8 1 NEW EPNL 100A, W/DISC.BKR. NEW EPNL 100A. W/DISC.BKR. ELECTRICAL POWER PLAN scale: 1/4" =1' -0" EXISTING MT 3 #4/0 IN 2.5" C. CLOSET - EXISTING ELECTRICAL RISER scale: nts 1 #4 IN 1/2" C. 3#4 THW,CU IN 1-1/4" PVC 2-5/8" X10 CU ROD GROUND 8' MINIMUN AND AT 6' EXISTING 200A PANEL C/3 ELECTRICAL LOAD CALCULATION A- GENERAL LIGHTING LOAD: 570 sf. 3w/sf B- GENERAL OUTLET LOAD CIRCUITS 1,500 C- FIXED APPLIANCES: REFRIGERATOR DISHWASHER WASHER WATER HEATER DRYER SUBTOTAL : CONNECTED LOAD: LESS A/C = 8,412 wtts 10,000w @ 100% 10,000 wtts REST. w @ 40% = 3,365 wtts A/C (or heating) @ 100% = 15,000 wtts DEMAND LOAD - 21,777/240w =91 amps @ 120/240v. SERVICE SIZE 125 amps. D- NEUTRAL LOAD: LIGHTING,SMALL APPLIANCE & WASHER 6212 wtts. FIRST 3,000w © 100% = 3,000 wtts REST w @ 36% = 1,124 wtts DRYER X 0.7% = 5,000 wtts OTHER 120v APPLIANCE = 3,000 wtts TOTAL NEUTRAL WATTS 18,336 wtts = 76 Amps. EXIST 1712 wtts 3,000 wtts 1,000 wtts 1,200 wtts 1,500 wtts 5,000 wtts 5,000 wtts 18,412 wtts t ELECTRICAL NOTE: CONTRCTOR SHALL FURNISH ALL LABOR,MATERIALS AND EQUIPAMENT FOR- A COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESEDRA WING. 2- COMPLY WITH THE CODE N.E.C. AND THE SO FLA. BUILDING CODE. 3- P.RIVIDE EMPTY CONDUTS AS REQUIRED FOR TELEPHOE SYSTEM. _ 4- OBTAING ALL PERMITS FOR WORK UNthER THIS CONTRCT. 5- PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER TRADES. 7- COORDINATE ALL OUTLET LOCATINS WITH BUILDING! ARCHITECTURAL FEATURES. 8- CONTRACTOR SHALL VISIT THE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 9- ALL CABLE SHALL BE COPPER. 10- IN DOOR CONDUT SHALL BE EMT. 11- OUT DOOR UNDERGROND CONDUTS SHALL BE ACHEDULE 10 P. V. C. UNDERPAVED- AREAS IT SHALL BE ANCASED IN CONCRETE MINIMUM COVER SHALL IS INCHES. 12- ALL MOUNTING HAPWARE SHALL BE BY CONTRACTOR. LEGEND: E - EXIST. TOREMAIN ER - EXIST. RELOCATED S 120/240 VOLTS,20A SINGLE POLE LIGHT SWITCH - 120/240 VOLTS,20A THREE WAY LIGHT SWITCH (11) - 120 VOLTS, 20A RECEPTACLE OUTLET,GROUNDING TYPE IN BOX.18" - ABOVE FINISH FLOOR UNLESS DIRECTED OTHERWISE ON DRA WINGS. r - DISCONNECT SWITCH." 2" INDICATES NUMBER OF POLES, " 60" = FRAME SIZE AND " *" DENOTES FUSE SIZE AS RECOMMENDED BY THE EQUIPMENT MANUSFACTU.RER. - ELECTRICAL PANEL. 100 AMP. ELECTRIC.MOTOR,EXHAUST FAN,MOD.688-50CFM. er- 1 ELECT: OA, - CALCULATION (NEW ADDITION) WIRE REMARKS C T. Re6RIPTI P. /BKR. VOLT LOAD > GFI (APPLIAN•E) 1P /20A 120 1,500 2 #12 IN -1/2" COND. i 1 GFI /WP. 1 P /20A 120 1,000 2!,'12 — 2" COND. 4 OUTLETS. 1 P /20A 120 .1,,000 2 3W/ F. 5 GFI. 1 P /20A 12 600 2#12 A ..v ... r. 6/8 A /C —COND. UNIT. 2P /40A / 0 5000 2 t —1 " COND. 7/9 AHU —A /C 2P /40A TOTAL J20 OAD: 5000 14,1 2#6 ' —1 '' COND. NEW TOTAL LOAD: 14, 100 - - -- 240 = 58.75 = 5 'A - (J 2 d // f -/ c r 'E /3 /IJ )- ,, tf//cJ)' y" " 7- ;1 11 3/4" METAL C.W. 10' - FROM METER C3 WP GFI NEW PANEL 100A Lce5-3-i-- rod MOOM C13 FPL- 3 #4/0 IN 2.5" C. WP. DISC. BKR C6/8 NEW EPNL 100A. W /DISC. BKR. LIGTHING PLAN CLOSET scale: 1/4 " =1' -0" NEW EPNL 10OA. • �: ��, W /DISC. BKR. ELECTRICAL POWER PLAN scale: 1/4" =1' —0" EXISTING MIR 3 #4/0 IN 2.5" C. �-- 1 #4 IN 1/2" C. 3 #4 THW,CU IN 1 -1/4" PVC 2 -5/8" X10' -0" CU ROD GROUND 8' MINIMUN AND AT 6' EXISTING ELECTRICAL RISER scale: nts EXISTING 200A PANEL LA UNDR Y D 1 — CONTRCTOR SHA ' RNISH ALL LABOR, ATERIALS AND EQUIPAMENT FOR— A COMPL ELEC ' I ' INSTALLATION IN ACCORDANCE WITH THESEDRAWING. 2— COMPLY WIT THE ODE N.E.C. AND THE SO FLA. BUILDING CODE. 3— PRIVID . EMPT C0 DUTS AS REQUIRED FOR TELEPHOE SYSTE 4— OB ITS FOR WORK UNIDER THIS CONTRCT. 5— P1 ► D' TEM' I ' '% RY POWER AND LIGHT OUTLETS FOR . E BY OTHE C ''►I'` OUTLET LOCATINS WITH BUILDING W `'CH CTURAL C� TOR SHALL VISIT THE AND FAMILIARIZE SELF ITH AL CAB' E SHALL BE COPPER. IN COND UT SHALL BE EMT. UNDERGRONDUTS SHA AREA I7 SHALL BE RCASED N CON 12— ALL MO i NTING WARE SH ' BE ELECTRICAL LOAD CALCULATION (EXIST) A— GENERAL LIGHTING LOAD: 570 sf. ® 3w /sf = B— GENERAL OUTLET LOAD CIRCUITS 1,500 C— FIXED APPLIANCES: REFRIGERATOR DISHWASHER WASHER WATER HEATER DRYER SUBTOTAL : CONNECTED LOAD: LESS A/C = 8,412 wtts 10,000w ® 100% = 10, 0 O Oorttfir REST. w © 40% = 3 65 wtts A/C (or heating) © 00% = 15,000 wt DEMAND LOAD = 21, 777/240w =91 amps ► 120/240v. SERVICE SIZE = 25 amps. D— RAL LOA GHTING, SMALL A FIRST 3,000w REST w DRYER X OTHER 120v APP TOTAL NEUTRAL ELECTRICAL NI PLIANCE & WASHER 6212 tts. 00% = 3,000 wtts 5% = 1,124 wtts % = 5,000 wtts NCE = 3,000 wtts TS = 18,336 wtts = . 6 Amps. LEGEND: E — EXIS i IN ER — EXIST. REL0C TED S — 120/240 / VOL S, 20A NGLE POLE LIG 8 — 120/240 VO TS, 20A HREE WAY — 120 VOLT 2OA RECEPTACLE 0UTLET,GR ABOVE F ISH FLOOR UNLESS DIRECTED — DISCONNECT SWITCH." 2" INDICATES NUMB AND " *" DENOTES FUSE SIZE AS RECOMML — ELEXTRICAL PANEL. 100 AMP. — ELEXTRIC.MOTOR,EXHAUST FAN, MOD. 688- 50CFM. 1712 wtts 3,000 wtts 1,000 wtts 1,200 wtts 1,500 wtts 5,000 wits 5,000 wtts 18,412 wtts LE 10 P.V.C. UNDERPA VED — CO ti E R SHALL IS INCHES. TRADES. EA T URES. L EXISTING CONDITIONS. E IN BOX.18" — E ON DRAWINGS. POLES, " 60" = FRAME SIZE — DED BY THE EQUIPMENT MANUSFACTURER. REVISIONS FRE R�� iC��G ANTHAM 17086 S.W. 112 CT. MIAMI ,FL.33157 Phone (305) 234 -0314 R.A. 5278 J Li_ W � � .. �•O O co Wit- .,r w I C al — ' 1 so,3 iii t W -a--, o . N) • (/) i 0 0 Q DATE: Oa - 12 - oz SCALE: sffoW DRAW: c. c" sT1L -l_c JOB # 09- 02 SHEET E4 OF 4 VOW i 1 - (J 2 d // f -/ c r 'E /3 /IJ )- ,, tf//cJ)' y" " 7- ;1 11 3/4" METAL C.W. 10' - FROM METER C3 WP GFI NEW PANEL 100A Lce5-3-i-- rod MOOM C13 FPL- 3 #4/0 IN 2.5" C. WP. DISC. BKR C6/8 NEW EPNL 100A. W /DISC. BKR. LIGTHING PLAN CLOSET scale: 1/4 " =1' -0" NEW EPNL 10OA. • �: ��, W /DISC. BKR. ELECTRICAL POWER PLAN scale: 1/4" =1' —0" EXISTING MIR 3 #4/0 IN 2.5" C. �-- 1 #4 IN 1/2" C. 3 #4 THW,CU IN 1 -1/4" PVC 2 -5/8" X10' -0" CU ROD GROUND 8' MINIMUN AND AT 6' EXISTING ELECTRICAL RISER scale: nts EXISTING 200A PANEL LA UNDR Y D 1 — CONTRCTOR SHA ' RNISH ALL LABOR, ATERIALS AND EQUIPAMENT FOR— A COMPL ELEC ' I ' INSTALLATION IN ACCORDANCE WITH THESEDRAWING. 2— COMPLY WIT THE ODE N.E.C. AND THE SO FLA. BUILDING CODE. 3— PRIVID . EMPT C0 DUTS AS REQUIRED FOR TELEPHOE SYSTE 4— OB ITS FOR WORK UNIDER THIS CONTRCT. 5— P1 ► D' TEM' I ' '% RY POWER AND LIGHT OUTLETS FOR . E BY OTHE C ''►I'` OUTLET LOCATINS WITH BUILDING W `'CH CTURAL C� TOR SHALL VISIT THE AND FAMILIARIZE SELF ITH AL CAB' E SHALL BE COPPER. IN COND UT SHALL BE EMT. UNDERGRONDUTS SHA AREA I7 SHALL BE RCASED N CON 12— ALL MO i NTING WARE SH ' BE ELECTRICAL LOAD CALCULATION (EXIST) A— GENERAL LIGHTING LOAD: 570 sf. ® 3w /sf = B— GENERAL OUTLET LOAD CIRCUITS 1,500 C— FIXED APPLIANCES: REFRIGERATOR DISHWASHER WASHER WATER HEATER DRYER SUBTOTAL : CONNECTED LOAD: LESS A/C = 8,412 wtts 10,000w ® 100% = 10, 0 O Oorttfir REST. w © 40% = 3 65 wtts A/C (or heating) © 00% = 15,000 wt DEMAND LOAD = 21, 777/240w =91 amps ► 120/240v. SERVICE SIZE = 25 amps. D— RAL LOA GHTING, SMALL A FIRST 3,000w REST w DRYER X OTHER 120v APP TOTAL NEUTRAL ELECTRICAL NI PLIANCE & WASHER 6212 tts. 00% = 3,000 wtts 5% = 1,124 wtts % = 5,000 wtts NCE = 3,000 wtts TS = 18,336 wtts = . 6 Amps. LEGEND: E — EXIS i IN ER — EXIST. REL0C TED S — 120/240 / VOL S, 20A NGLE POLE LIG 8 — 120/240 VO TS, 20A HREE WAY — 120 VOLT 2OA RECEPTACLE 0UTLET,GR ABOVE F ISH FLOOR UNLESS DIRECTED — DISCONNECT SWITCH." 2" INDICATES NUMB AND " *" DENOTES FUSE SIZE AS RECOMML — ELEXTRICAL PANEL. 100 AMP. — ELEXTRIC.MOTOR,EXHAUST FAN, MOD. 688- 50CFM. 1712 wtts 3,000 wtts 1,000 wtts 1,200 wtts 1,500 wtts 5,000 wits 5,000 wtts 18,412 wtts LE 10 P.V.C. UNDERPA VED — CO ti E R SHALL IS INCHES. TRADES. EA T URES. L EXISTING CONDITIONS. E IN BOX.18" — E ON DRAWINGS. POLES, " 60" = FRAME SIZE — DED BY THE EQUIPMENT MANUSFACTURER.