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Home My WebLink AboutBuilding PlansL t ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL W-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454--8000 WWW.ADVANCED-DESIGN- BUILDING. COM 'ROM ORAWMGs AND SPElSWQATIONS on INSTRUMENTS OF SER`ACE AND ARE THE PROPERTY OF ROUND HILL MaAPMEH'f CROUP. @NC. V ADVANCED �. DESIGN 4 BUILDING, iflE`f ARE NOT 9e 31SEO Z ANY Dim PRO,EEL`:tS OR IUMSONS OF TNIS PRO,£CT DCEPT BY %%TfM AGREDMIS WITH RWIVO HILL CV OEYDIW W GROUP. NO DEMON GIMM WON ALM M INHNT OF THEM DRAW9ROS Olt SPEMMOOHS AM TO RE MAM CSD! WHOUT OSTAIMNO WRITTEN PIMOSSOH!FROM ROUND HRL DEVELOPYIEiT GROUP. ARCHITECT- $ERNARD OF FLo JONF;S y�c`� - - Q� ARCHITEC G>,' p,RD JOfV, s + ` SEAL: AFtAk Cfl�5�93 DATE: 03/04/ -_ '' 01 CLIENT: 3520 ROSELAWN BLVD FORT PIERCE FL, 34982 ADDRESS: 311 3520 ROSELAWN BLVD FORT PIERCE FL, 34982 REVIEWED FOR CODE COMPLIANCE ST LUCIE CO TY BOC(- DETACHED GARAGE FLOOR PLAN REVISIONS: DRAWN BY: N. GARCIA CHECKED BY: BVJ PROJECT f. SCALE: j INCH M PANEL A ELECTRIC M.C.B. METER 200 AMP 200 AMP SERVICE 3 #2/0 IN 2': C. UNDERGR UND SERVICE ---#2 CU IN 1.5' CONDUIT GROUNDING ELECTRODE USER GROUNDNG PER NEC 3 POINT GROUND FIELD ATTACHED TO #5 FOOTING STEEL ENCASED IN CONCRETE FOOTING FOR MIN 30 FEET UNDERGROUND COLD WATER PIPE(CU) CONCRETE ENCASSED ELECTRODE ELECTRICAL RISER DIAGRAMNTS NOTES; 1. ALL LIVING, BEDROOM, AND OTHER REQUIRED RECEPTACLES TO BE ARC —FAULT PROTECTED AND TAMPER PROOF PER NEC. SPECIFICATION: SQUARE ELECTRICAL MAINS: LUGS ONLY MAIN BUS RATING: 200 AMPS LOCATION: LIVING RM VOLTAGE: 120/240, 1—PH, PANEL " A MOUNTING: FLUSH MOUNT 3—WIRE AMPS POLES TOTAL VA IRE WIRE DESCRIPTION CKT. N0. CKT. NO. 2 4 6 8 10 i2 14 16 18 DESCRIPTION TOTAL VA POLES AMPS 20 1 1500 12 GENERAL LIGHTING 1 SMALL APPLIANCES 1,500 1 20 20 1 1500 12 GENERAL LIGHTING 3 SMALL APPLIANCES FIVMVIRE 1,500 1 20 60 2 (10,000) 6 AHU HEAT STRIP #1 5 DRYER 5000 2 60 7 40 2 8 ACU 9 COOK TOP 6 8000 2 40 11 50 2 1 12,000 6 WALL OVEN 13 LIVING ROOM LIGHTING 12 1.500 1 1 20 15 LIVING ROOM POWER 12 11500 1 20 25 2 4500 6 WATER PUMP 17 SMOKE DETECTORS 12 1,000 1 20 19 20 22 24 BATH GFI'S 12 1,500 1 20 20 1 1,500 12 WASHER 21 EXTERIOR GFI'S 12 1,500 1 20 20 1 1,200 12 DISHWASHER 23 DINING/BREAKFAST LTG. 12 1500 1 20 20 1 1,000 12 GARBAGE DISPOSAL 25 26 28 3O 32 34 36 38 40 42 KITCHEN LIGHTING 12 1000 1 20 20 1 1500 12 REFRIGERATOR #1 27 BATH LIGHTS 12 2,000 1 20 20 1 1,500 12 MICROWAVE 29 BEDROOM POWER 12 1500 1 20 15 1 419 12 FOYER/ENTRY 31 SPARE 15 1 1000 12 EXTERIOR GFI 33 SPARE 35 37 39 41 SUBTOTAL 31519 26OW SUMTAL TOTAL LOAO(WATTS)= 58519 WATTS DEMAND LOAD CALCULATIONS 58519 TOTAL GENERATED CALCULATED LOAD: FIRST 10 KW 0100% : 10,000 REMAINDER ® 40% : 19407 A C 10 KW @100% 10,000 TO I A CURRENT PER PHASE = TOTAL LOAD (VA) / (240);- 164 AMPS 39,407 C� 200 AMP SERVICE VERIFY ALL EQUIPMENT LOAD BREAKER. AND WIRE SIZES PRIOR TO INSTALLATIONS ELECTRICAL PLAN SCALE: 1/4 INCH BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 361-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33152 305-454-8000 WWW.ADVANCED-DESIGN-BUILDING.COM N THM DRAVIRM AND WWFiCAn()NS ARE INIURUMEMTS OF SERWOS AND ARE RIE PROPERTY OF CV ROUND HILL DEWNtOPMEHT GROUP. WG/ ,mo ADVANCED 0 OEM & SUNDRIC. RiET' ARE NOT to � USED ON ANY OlHERR PROEMS OR FXfE SIGNS OF THIS PRGECT EKOEPT SY NTRTIFSI AGREEMENTS W IRK ROUND HILL pl1RS.OPMOET ORWP. �e No OEM CNANGt9 NTRCH AVER M Ht OO W'iHig ORAL OR SPECFICARON6 POURS" 1D SE MADE NITHp1T O D HILL EVaOPa 34TGROUP. FROM ROUND HILL OEVELaPMDIT GROUP. ARCHITECT: BERNARID JONES A$1 ARCHIT A`la sOrr . SEAL: ,moo1y�9� DATE: 03/04/j ,/ CLIENT: 3520 ROSELAWN BLVD FORT PIERCE FL, 34982 ADDRESS: 3520 ROSELAWN BLVD FORT PIERCE FL, 34982 ELECTRICAL PLAN REVISIONS: DRAWN BY: CHECKED BY: PROJECT A SCALE: i INCH N. GARCIA BVJ FINISH FLOOR 0J-0" mi. Existing Block Wall Exterior indo tucco & Wire Lath f8" Min. 1/2 Plywood Wrapped With Weather Proof Barrier 2"xki" Top Plate W/ 21 G 21/2 " Nail Or SDS Screw Simpson LSTA30 ESR253 30" Strap Tie - G90 Galvanized W/ 21g 2-1/2" Nails or SDS Screw 4" Thick Concrete 3,000 PSI. j Concrete W/ Fiber 4. A . d .-F. _ 1. .. F& Lt k o 1'4 Living Room Opening Framing Detail General Notes: 1- The Existing Floor Elevation Is 4" Below The Existing Finish Floor Elevation 2- Fill With 3,000 PSI Concrete With Fiber H2.5A 18-Gauge ZMAX Galvanized Hurricane Tie Stud To Top Plate 2"x6" Stud Framed Exterior Wall W/ 21 G 2 2 " Nail Or SDS 161, O.C. TYR Strong -Bolt 1/2 in. x 8-1/2 in. Zinc -Plated Wedge Anchor 24" O.C. Typ. Simpson SP6 G90 Galvanized Stud Plate Tie Header Beam W/ 2"xl2" No.2 Pine Header W/ 21 G 3" Nails Or SDS Screw �2"x4" Double Top Plate W/ 21G 21/2 " Nail Or SDS Screw Simpson H2.5A ESR2523 Galvanized Hurricane Tie Stud To Top -Bottom Plate Fin. W/ Wire Lath & Stucco 204" Stud Framed Opening W( 21G 21/2" Nails Or SDS Screw Strong -Bolt 112 in. x 8-1/2 in. Zinc -Plated Wedge Anchor 24" O.C. Typ, --Double Top Plate W/ 21G 21/2" Nails Or SDS Screw Gyp. Wall Typ w/ 1" Min #2 Drywall Screw ---.--Pressure Treated Lumber Bttm, Plate W/ 21 G 21/2" Nails Or Tapcon Interior Wall Detail / Simpson LSTA30 ESR253 30" Strap Tie - G90 Galvanized %A// 91n 7_1 P)" Aleile nr QnC Qrwn u Master'Bedroom Rafter Framing Detail /Replace Existing Header W/ 2"x12" No.2 Pine Header 3" Nails Or SDS Screw Double Top Plate 3 21/2 " Nail Or SDS Screw Exterior Framing to Remain Wire Lath & Stucco Id Framed Opening 1/2" Nails Or SDS Screw ;on H2.5A ESR2523 Galvanized Hurricane Tie Stud To Top -Bottom Plate /Use Existing Hurricane Strap W/ 21 G 21 /2" Nails Or SDS Screw Typ Header Double 11*1 or 2"x12" d/21g22 Min ails Or SDS Screws Header Detail ARCHITECTS GENERAL COI TRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORM JUPITER, FLORIDA 33, 78 PH: 561-216-1000 CELL 561^-718-0831 319 167TH ST NO, MIAMI BEACH, EL, 33162 305-454-8000 WW W. ADVAN CED-DESIGN-BUI LDI NG. COM THM DRAWINGS AND VECIFICATIONS ARE INSTRUMENTS Gi SI MCE RND ARE THE PRDPERTY OF ROUfh'J HILL. DEYE7APMiDiT GROUP, p1CJ to * ADVANCED DESIGN & BUILDING, 1NEY A11E NOT I K USED ON ANY DIM PROJECTS OR DGENSONS OF THIS PROJECT EXCEPT NY WRITTEN AGRIMMENTS PATH ROUND HILL DEVEE.OPMENT GROUP, NO DESIGN CHANGES IIHICH ALTER THE INTENT Of THESE DRAWNGS OR S'EVICATIONS ARE TO BE MADE NITHOUT OBTAINING'MBTIEN PERMISSION FROM c�9 O C ARCHITECT. BERNARD c`�C JOKES CO NPR rAAd��^;Ft ARCHITEC ; �� e SEAL: •• p,ROfl15193 f, DATE: 03/04/202 ,0/3 8" CMU WAII `~ CLIENT: 3520 ROSELAWN BLVD FORT PIERCE_ FL, 34982 ADDRESS: 3520 ROSELAWN BLVD FORT PIERCE FL, 34982 :xisting 2"x6" Rafters :x2"x6° is :xisting Plywood ood Sheathing FRAMING DEATILS 2-,o-5- zl REVIEWED FOR G®OE `0 �ij IA NCr sTaUIE DUTY REVISIONS: DRAWN BY: N. GARCIA CHECKED BY: BVJ PROJECT SCALE: j INCH D-1 q:: contractor (""� P'�V E CEILING HEIGHT 7@—Oil FINISH FLOOR 0'-011 CEILING HEIGHT 79-811 FINISH FLOOR 01-011 71-Q11 19 SHINGLE ROOF PER PRODUCT APPROVAL i� STUCCO x� i lwki, ARCHITECTS GFNERAL CONTRACTORS A ROUND NIL. DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPIiER, FLORIDA M478 PH: %1-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33182 305-454-BOOR WWW.ADVANCED-DESIGN-BUI LDING. COM TNESE DRAM= AND RPEOFICAMONS ARE WswuNENTR DF SWCE AND ARE 'im PROPERTY OF ROMON I& 6ll1 1M%'INEY ARE SNOT 4 6L=� AUsm ON ANY GIM PROXOS OR EXT9 4MS OF 'MIS PRAIECT EXCEPT OY WRTTER AOREDANTS WlTN ROUND WLL DE'W7:9.O )w GROUP, NO D=GN CHARGES WNICN ALTER THE INRNT OF THERE GRAIMGR OR SPEOTCAIMNS ARE TC RE MAM WITNOOT ORTARANG 10TTEN PPAMISSRKV FROM ROUND HILL DEVELOPMENT PR<OUR ARCHITECT. 13t"AKll - EL JONES ARCHIT RD JOM� SEAL: DATE: 03/0 CLIENT: 3520 ROSELAWN BLVD FORT PIERCE FL, 34982 ADDRESS: 3520 ROSELAWN BLVD FORT PIERCE FL,34982 0 REVISIONS. DRAWN BY: N. GARCIA CHECKED BY. PROJECT t. SCALE: j INCH REVIEWED ;R CODE COMPLIANCE T . LUCIE COU Ty A�5 s o i..71- FILE COPY mm"co.nat rr a c op