Loading...
HomeMy WebLinkAboutBuilding Plans'a° NEW DETACHED STORAGE GARAGE f5 -, F.e N v A`..•,.. li " �ypn� , _ v-QwMMo. ....,� , "::+.m'. "'�, .41Y J,IY. ... ir. _. J� C.. �. d'+4R.`r'n BRIDLEWOOD WAY AND ORANGE AVENUE FORT PIERCE, ST LUCIE COUNTY, FLORIDA INDEX OF DRAWINGS SITE PLAN ARCHITECTURAL FLOOR PLAN- <' F❑UNDATI❑N PLAN A4",, ROOF FRAMING PLAN Av ELECTRICAL FL❑❑R PLAN A6 BUILDING ELEVATI❑N'S — — — — — — -- — — -- — i I PRO>DUGT APPROVAL SUBMITTAL. GENERAL INFORMATION INSTALLATION METHOD STATIC PRESSURE DESIGN PRODUCT WIND' STORM PRTCTN MARK PRODUCT MODEL # MANUFR. PRODUCTGLAZING APPROVAL ATTACHMENT (+) (-) - (+) (-) 1O SINGLE HUNG WOWS SH-7700 LAWSON 17-1212.21 1/4-LAM GL 1/4"TAPCONS 0 ALL MFWS HOLES. W/ 1.75- EMBED +80/,-80# +49.21, 53.7# IMPACT OA 3068 STL DOOR CONTOURS STL JELD-WEN FL14569-R10 N/A HD & SILL 3/16"TAPCONS • MAX 6" FROM CORNERS MAX 12"O.G. SPACING FOR REMAINING .JAMBS: MAX 6' FROM CORNERS MAX 18" O.C. SPACING (STAGGERED) +50A-60/ +49.41,-53.8# IMPACT © 120120 STL DR SERIES 170/180 OVERHEAD 18-0418.10 N/A JAMBS: 1/2"0 X6'LG EXP BOLTS — MAX 6' FROM TOP & BOTT - MAX 16O.C. SPACING (STAGGERED) +46A-52p +43.0#,-51.6/ IMPACT PRODUCT MODEL# MANUFR. ATTACHMENT PRESSURE PRODUCT WOW & DR FLASHING VULKEM 35ONF TREMCO, INC BRUSHED ON MASONRY OPNG INSIDE & VON OUTER FACE OF WALL N / A -440 PSF METAL ROOFING STUART LINE SUNLAST MTL I10 FASTENERS - 12-O.C..FIELD !t 6-O.C. PERIMETER/CORNER _ ":�1-84.3/ (FIELD) -136.7# (P&C) SIDING N/A N/A N/A N/A IN SOFFIT STUCCO N/ A N/ A N/ A N/ A I HAVE REVIEWED THE ABOVE INFORMATION &. APPROVED IT: ARCHITECT: JAMES E GILGENBACH FL AR7457 SIGNATURE: DATE: -- I LAV 1 1 /4" C.O. OUTSIDE BLDG. LINE 4" SAN. LINE TO SHO J 4„ 2" NEW SEPTIC SYSTEM 4" (SEE SITE PLAN) PLUMBING RISER NO SCALE PLUMBING NOTE ALL BATHROOMS & CAB. BA. TO HAVE FLOORS PROVIDE 'ANTISCALD' VALVES I ALL TUBS & BASES OF TILES OR OTHER IMPERVIOUS & SHOWERS MATERIALS A WATER HAMMER ARRESTOR S#1 L E INSTALLED FIRESTOP ALL PLBG, PENETRATIONS OF THE WHERE QUICK -CLOSING VALVES RE UTILIZED / FIRE RATED GARAGE WALLS OR CEILING WITH, WASHER MACHINE / DISHWASH AREA PROVIDE 3M' (OR ED.) FIRE BARRIER PRODUCTS ANS ACCESS TO WATER HAMMER ARR TORS. APPLIED AS PER MFR'S, SPECIFICATIONS. STEEL STUDS SUPPORTING WALL HUNG PLUMBING WATER HEATER WILL BE ELECTRIC 20 GAL FIXTURES SHALL BE DOUBLED 00 NOT LESS TANK UNIT THAN 20 GAGE WITH A MIN, EFFICTIVE MOMENT ALL PLBG. FIXTURES TO COMPLY` W/ 'FBC' OF INERTIA EQUAL TO 0.864 INA360 M4) PLUMBING TABLE, 604.4 TUB & SHWR. WALL TO BE NON—fORROSIVE IMPERVIOUS MATERIALS MIN 6' ABOVE RM TABLE 704:1 SLOPE OF HORIZONTAL DRAIN PIPE SIZE (INCH) MIN SLOPE (IN/FT) 2-1/2 OR LESS 1/4 3 TO 6 1 /8 8 OR LARGER 1/16 FLOOR WATER PIPING TO BE 'UPONOR PEX' PIPING 1, 4L EfESI{ I PT ! tII+1 COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 35 SOUTH,RANGE 39 EAST, THENCE RUN SOUTH 89'49'45` WEST, ALONG THE NORTH .LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 10, A DISTANCE OF 620,93 FEET; THENCE RUN SOUTH 00'04'54" WEST, A DISTANCE OF 72.00 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391 AND THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 00"04'54" WEST, A DISTANCE OF 358.48 FEET. TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391 THENCE SOUTH 89"56'24" WEST, A DISTANCE OF 604.31 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 00'00'05" WEST, A DISTANCE OF 97.76 FEET, TO A HALF INCH hRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 00'34'28" WEST, A DISTANCE OF 100.00 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS Z391; THENCE RUN NORTH 04'00'20" WEST, A DISTANCE OF 100.24 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 02-49'49" WEST, A DISTANCE OF 60.78 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 69'56'24" EAST ALONG THE SOUTH RIGHT-OF-WAY OF ORANGE AVENUE, A DISTANCE OF 615.82 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391 AND T) . POINT OF BEGINNING, ALL LYING IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. COUNTY, FLORIDA. CONTAINING; 217,802 SQUARE FEET OR 5,00 ACRES, MORE OR LESS. ORANGE AVENUE LANDSCAPE/ IRRIGATION NOTES: ALL LANDSCAPED AREAS AS SHOWN ON THE LANDSCAPE PLAN SHALL BE FULLY IRRIGATE➢ BY MEANS OF A AUTOMATIC (TIMECLOCK CONTROLLED)': IRRIGATION SYSTEM CONFORMING TO ALL LOCAL CODES INCLUDING SOUTH FLORIDA WATER MANAGEMENT DISTRICT 'XERISCAPE' PLAN §VIDE II. L PLANT MATERIALS TO CONFORM TO STANDARDS FLORIDA NS OR BETTER AS GIVEN IN GRADES STANDARDS. §CID IST AUGUSTINE FLORITAM GRASS SINGLE FAMILY RESIDENCE SCOPE OF WORK: NEW ONE STORY DETACHED STORAGE GARAGE BUILDING CODE INFORMATION: ARCHITECTi JAMES E, GILGENBACH (FL AR7457) WIND DESIGN STANDARD, ASCE 7-10 BUILDING CODE: FL BLDG CODE 2017, 6TH ED. ELECTRICAL CODE NATL ELECTRICAL CODE 2014 (NFPA 70) DESIGN WIND SPEED: ULTIMATE-170 MPH NOMINAL-132.MPH DESIGN WIND VELOCITY PRESSURE, 41.1 PSF IMPORTANCE FACTOR: 1 1.0 BUILDING OCCUPANCY CATEGORY, II' BUILDING WIND EXPOSURE', CLASSi 'B' INTERNAL PRESSURE COEFFICIENT: +/-;18 MEAN ROOF HEIGHT FROM !GRADE, 11.0 FT. BUILDING DESIGNED, ENCLOSED IMPACT PROTECTION 'IMPACT' GLAZING BLDG- OCCUPANCY CLASSIFICATION- R-3 (SINGLE-FAMILY) BLDG TYPE OF CONSTRUCTION, TYPE V BLDG - TOTAL # OF STORIES, 1 STORY BLDG. ROOF OVERHANG & PITCH, 24' OVRHG & 5/12 PITCH ROOF DEAD LOADS SHT METAL / 5 PSF .0 DECEIVED OCT 112019 ST. Lucle County, Pormiong., U J a I= Co a 1 wW O00 m ^ t0 v REVISIONS, REV., 22 APR !2019 .INCREASE GARAGE REVo 12 JUNE 2019 GARAGE DOORS' REV: 07 OCT 2019 BLDG DEPT COMMENTS NOT TO BE DIMENSIONS OVER ALL SAID DISCTA:PI RESOLVED BY MATERIALS OR E FABRICATE[ L DIMENSIONS 24 OCT '18 PROJECT N,O: 17 - 11117 SHEET: of 8 A I ,t ' j r ` ti 1 v m ! O I 1 i ,1 f GENERAL CONSTRUCTION NOTES: REINF. MASONRY STANDARD. I 1 �. 1. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE, THE PROVISIONS OF ACI 530-10/ASCE5-10, BUILDING ' LOCAL, & GOVERNMENTAL CODES, ORDINANCES, STANDARDS AND RESTRICTIONS. CODE REQUIREMENTS FOR MASONRY STRUCTURES, & �.1 2. ALL TRADES TO COORDINATE THIR WORK WITH ALL OTHER TRADES TO AVOID THE COMMENTARY ON BUILDING CODE REQUIREMENTS - s � INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. FOR MASONRY. STRUCTURES ARE HEREBY ADOPTED AS a I• 3. CONTRACTOR TO VERIFY ALL DIMENSIONS ON THE JOB PRIOR TO COMMENCING THE MINIMUM STANDARD FOR THIS JOB. HOWEVER THIS '- '• ' ` - CONSTRUCTION AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. DIMENSIONS SHOULD NOT SUPERSEDE ANY REQUIREMENTS FOR HIGH ALWAYS TAKE PRECEDENCE OVER SCALED DRAWINGS. VELOCITY HURRICANE ZONES REINF, UNIT MASONRY 4. ALL DIMENSIONS ARE NOMINAL TO THE FACE OF STUDS, CONC. BLK. OR EDGE OFI r MONOLITHIC SLAB FOOTING UNLESS NOTED OTHERWISE. DOOR AND WINDOW SIZE BEAM DESIGNATION: OPENINGS TO BE VERIFIED WITH THE MANUFACTURER. I - 5. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF COMPOSITE REINFORCED CONCRETE BEAMS CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH & INSTALL ALL ITEMS -� ' ;.,%,a1zl'?•'�y, _ �' ^�'+ FOR COMPLETE FULLY OPERATIVE SYSTEMS IN FIRST CLASS WORKMANLIKE MANNER. USING PRECAST AND PRESTRESSED CONC. s , M1 •y;,; l � ' •- 6. INSULATE EXTERIOR MASONARY WALL WITH MIN. R-5 INSUL., EXTERIOR WD. FRAMED LINTELS ('CAST CRETE' OR EQ.) & STD. •_ } +r �r'«I '° '., =, ',. - WALLS WITH R-13 INSUL AND ATTIC SPACES WITH MIN. R-20 "ICYNENE" INSUL. CONCRETE MASONRY UNITS . c,v I 7. COMPACT ALL FILL TO A MIN. OF 95% DENSITY AND POISON SOIL FOR TERMITES; , _' x ,,• ' it - ! ` MIN. SOIL BRG,: 2500 P.S.F. ' NOMINAL HGT.------ NO. OF #5 BARS AT B. MIN. CONC. STRENGTH: 3000 P.S.I. ® 28 DAYS. MIN, CONCRETE COVERAGE FOR NOM WIDTH BOTTOM OF LINTEL T i REINF. BARS. SLAB: 3/4"; BEAMS & COLS: 1 1/2"; TIE COLS: 3/4"; FORMED y -" °' A - • ^ •_ - CONC. BELOW GRADE: 2" & UNFORMED CONC.: 3". WWW 9. REINFORCING STEEL TO BE GRADE 60. _ 6-1 F_FILLED 8F1 B/1 T NO. OF #S BARS AT �_. y...� g 10. E WA DETAILS OF CONCRETE REINF. SHALL B IN ACCORDANCE NTH THE MANUAL OF' T U UNFILLED A TOP OF BOND BEAM STD. PRACTICE FOR REINFORCED CONCRETE CONSTRUTION". t il. TIE COLUMNS TO HAVE DOWELS INTO CONCRETE FTG. WITH THE SAME SIZE AND l I NUMBER OF DOWELS AS VERTICAL REINF. BARS.; REINF. STL. TO BE LAPPED 30 ` BAR DIAM. MIN. ®SPLICES. , . 12. PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF GROUTED CELLS OF CONCRETE m. BLK. TIE COLUMNS. 13. ALL WOOD IN CONTACT WITH CONIC., MASONRY OR STL. SHALL BE PRESS. TRIG. WD T STRUCTURAL LUMBER TO BE A STRESS GRADE OF MIN. F = 1200 PSI (BENDING) 14. MIN. ELECTRICAL WIRE SIZE SHALL BE #14 A.W.G. (EXCLUDING THE CONTROL . , WRING). ALL CONDUCTORS SHALL BE "COPPER" WITH "THHN" INSULATION. 15. ALL RACEWAYS UNDERGROUND OR LARGER THAN 2" IN DIAM. SHALL BE GALVANIZED`-" RIGID STL CONDUIT OR SCHED 40 PVC.; OTHER RACEWAYS AS PER CODE REQRMNTS 16. PROVIDE "GFI" RECEPTACLES IN GARAGE & OUTSIDE LOCATIONS. r '•` x { t n - s k s Y A CL l ,.. J ma's • J - 4 ' o to Y �, ,9 .K • 1 �[ o W r;. co oa T00 Qy (1 ® f =4'T4''-40 w l' , U. a Y.T. 3�_4� ,I 'g'•� 48,-4� ik I r 0 68L.s [�63 MTL I - - ❑'❑' 1101;1' y--� 1' 1I lat¢',11� r��IIII I I❑. :IIIIII OOIII�IIIQ II IIIIJ�IIIIIIIIII�I'11111i'II� IIIIII,OOIII,IIIIII.❑ Iillll� III I ', I I I J I I I , I,I II; . . . .1 . III . II I:I II 1' 1 0 . ..+, a oo ❑❑ ❑o 00 o PREC LINTEL OVER DR S o l 1 '' � I � I ro J d J BOCC ❑ O a O f] � 0 v F a ti F ti EI O FILE COPY o I I I B I I 4 = I I I I - I I I I PREC CONC LINTEL + BOND PREC CONC LINTEL + BOND - BM W/(1)#5 REINF BAR IN I I BM W/(1)#5 REINF BAR IN I _ EACH COURSE -SEE SECTION EACH COURSE -SEE SECTION _ PREC LINTEL �. G1O �(] OO OO OVER DR � [J O (-47.4#,43.0#) C O I'I d O o (-47.4#,43.0#) 120120 O.H. GAR DR 120120 O.H. GAR DR 1 1/2'DP, X 12'W, WATERSTOP 1 1/2'DP. X 12'W. WATERSTTIP 3068 RECESS AT O.H. GARAGE DR. RECESS AT O.H. GARAGE DR, MTL DR A A 3 3 I ! ' 12'. 6' 12' 3'-4' 3'-4' I. I I AREA CALLS: ARCHITECTURAL FLOOR PLAN GARAGE: 4500 S.F. S C A L E: 1/4" = 1'-0" NORTH v' Z V— 9292 Z W U co 3M 01 ZQ waQ6 F_a aofLL- r; REVISIONS: 2EV.� 22 APR 2019 ENLARGE GARAGE REV., 12 JUNE 2019 GARAGE DOORS L DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS HAVE PRECEDENCE OVER ALL SCALED DIMENSIONS 2, CONTRACTOR TO VERIFY ALL DIMENSIONS 6 ADVISE ARCHITECT OF ANY DISCREPANCIES. CBNSTRUCTMN SHALL NOT PRUED UNTIL SAID DISCREPANCIES HAVE BEEN RESOLVED BY ARCHITECT. 3. NO MATERIALS OR SYSTEMS ARE TO BE FABRICATED UNTILI A. ALL DIMENSIONS HAVE BEEN VERIFIED BY THE CONTRACTOR. B. SHOP DRAWINGS HAVE BEEN REVIEWED & ACCEPTED BY THE ARCHITECT. w u ii z W �A W �0 U Ina U d � H A N0 o 0 DATE: 24 OCT '18 PROJECT NO: 17 - E117 SHEET: ]� of 8 A2 , "d 2X6 P,T, WD. DR, NOTE: STUCCO ON STUCCO ON 8" CBS WALL 81 CBS WALL BUCK AT SIDES HEADER BUCK MAY BE & TOP OF DR. W/ SECURED W/ PWDR. CONT CAULK CONT CAULK 1/2' EXP. ANCH. DRVN. ANCH. PINS BOLTS INTO CONC. ..., TIE COL. AT 16' GALV. MTL, O.H. DR. ALUM. FRMD. WDW. WOOD DOOR RAMC` O.C. & N FROM TRACK / SECURE TO W/ ANCHOR TO WALL / / W/ ANCHORS TO WALL BOTH ENDS MAX./ 1:31; AS PER NO S BELOW. AS PER NOTES BELOW. OFFSET BOLTS WD. BUCK AS PER DR. / MFR. SPECS. TD AVOI➢ TRACAPPROVED iX P.T.O.H.. GAR/ DR. / WOOD WDW. BUCK APPROVED 2 4 P.T. a ' WD. DR, STOP WOOD WDW. BUCK ' ...., MOLDING 1/2 GYP. BD. '1/2" GIP. BD_ 'i STUCCO FIN. ON 1X3 P.T. WD.. ON IX3 P.T. WD. ON 8' CONC. FURRING STRIPS :FURRING STRIPS BLK. WALL CONC BLK ANCHORAGE DTL CONC BLK ANCHORAGE DTL DOOR DETAIL WDW DETAIL GAR. DR. DTL. A I, � E L � S C A L E: 1 1 /2" = 1'- 2 S C A L E: 1 1 /2" = 1'-0" 2 SCALE: 3/4" = 1'-0" 2 ' ALL ANCHORAGE TO BE WITHIN 6" FROM EACH CORNER AT MASONRY WALL: 3/16" 'TAPCON' ANCHOR THOU WOOD WINDOW/DOOR OPENING SEALANT f AND AS MAXIMUM OR. 16" BETWEEN CENTERS. SHIMS TO BUCK WITH MIN. 1 1/4" PENETRATION INTO CONCRETE. BE USED TO FILL THE VOIDS AT ALL ANCHORAGE POINTS, AT :WOOD FRMD. WALL: #10 SMS SCREWS WITH MIN. 3/4" PROVIDE 'TREMCO VULKEM 116' WATERPROOFING PENETRATION OF THE WOOD FRAMING MEMBER. AROUND OPENINGS BEFORE INSTALLATION OF WIN EXTERIOR DOORS, 100, -4' 1'-4' 18,_8, '-4• 18'.-8• 4 '._4' 3'-4' 63 3068 MTL DR GENERAL CONSTRUCTION NOTES: REINF. MASONRY STANDARD: 1. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WTH .ALL APPLICABLE, THE PROVISIONS OF ACI 530-10/ASCE5-10, BUILDING LOCAL, & GOVERNMENTAL CODES, ORDINANCES,. STANDARDS AND RESTRICTIONS', CODE REQUIREMENTS FOR MASONRY STRUCTURES, & 2. ALL TRADES TO COORDINATE THIR WORK WITH ALL OTHER TRADES TO AVOID THE COMMENTARY ON BUILDING CODE REQUIREMENTS INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. FOR MASONRY STRUCTURES ARE HEREBY ADOPTED AS 3. CONTRACTOR TO VERIFY ALL DIMENSIONS ON THE JOB PRIOR TO COMMENCING '.. THE MINIMUM STANDARD FOR. THIS JOB. HOWEVER THIS CONSTRUCTION AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. DIMENSIONS SHOULD NOT SUPERSEDE ANY REQUIREMENTS FOR. HIGH ALWAYS TAKE PRECEDENCE OVER SCALED DRAWINGS. ''. 'VELOCITY HURRICANE ZONES REINF, UNIT MASONRY 4. ALL DIMENSIONS ARE NOMINAL TO THE FACE OF STUDS, CONC. BLK. OR EDGE OF MONOLITHIC SLAB FOOTING UNLESS NOTED OTHERWISE. DOOR AND WINDOW SIZE BEAM. DESIGNATION: OPENINGS TO BE VERIFIED WITH THE MANUFACTURER. 5. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF COMPOSITE REINFORCED CONCRETE BEAMS CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH & INSTALL ALL ITEMS FOR COMPLETE FULLY OPERATIVE SYSTEMS IN FIRST CLASS WORKMANLIKE MANNER. USING S PRECAST AND PRESTRESSED CONC, 6. INSULATE EXTERIOR MASONARY WALL WITH MIN. R-5 INSUL., EXTERIOR'. WD. FRAMED LINTELS ('CAST-CRETE' OR EQ.) & STD. WALLS WITH R-13INSUL. AND ATTIC SPACES WITH MIN. R-20 "ICYNENE" INSUL. CONCRETE MASONRY UNITS 7. COMPACT ALL FILL TO A MIN. OF 95% DENSITY AND POISON SOIL FOR TERMITES; 8. MIN. SOIL BRG.: 2500 P.S.F. MIN. CONIC. STRENGTH: 3000 P.S.I. ® 28 DAYS. MIN. CONCRETE COVERAGE FOR REINF. BARS. SLAB: 3/4"; BEAMS & COLS: 1 1/2"; TIE COLS: 3/4"; FORMED NOMINAL HGT. NO. OF #5 BARS AT NOM. WIDTH � BOTTOM OF LINTEL CONC. BELOW GRADE: 2" & UNFORMED CONC.: 3". 9. 10. REINFORCING STEEL TO BE GRADE 60. DETAILS OF CONCRETE REINF. SHALL BE IN ACCORDANCE WITH "THE F=FILLED 8F16-1B/1T NO OF #5 BARS AT STOP MANUAL OF U=UNFILLEDT OF BOND STD. PRACTICE FOR REINFORCED CONCRETE CONSTRUTION". .BEAM 11. TIE COLUMNS TO HAVE DOWELS INTO CONCRETE FTG. WITH THE SAME SIZE AND NUMBER OF DOWELS AS VERTICAL REINF. BARS.; REINF. STL. TO BE LAPPED 30 BAR DIAM: MIN. ® SPLICES. 12. PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF GROUTED CELLS OF CONCRETE BLK. TIE COLUMNS. FLAME SPREADI& SMOKE INDEX: 13. ALL WOOD IN CONTACT WITH CONC., MASONRY OR STL. SHALL BE PRESS. TRTD. WD. STRUCTURAL LUMBER TO BE A STRESS GRADE OF MIN. P = 1200 PSI (BENDING). WALL & CEIUNG FINISHES TO HAVE FLAME SPREAD INDEX 14. MIN. ELECTRICAL WIRE SIZE SHALL BE #14 A.W.G. (EXCLUDING THE CONTROL OF NOT GREATER THAN 200. WIRING). ALL CONDUCTORS SHALL. BE "COPPER" WITH "THHN" INSULATION. WALL & CEILING FINISHES TO HAVE SMOKE -DEVELOPED 15. ALL RACEWAYS UNDERGROUND OR LARGER THAN 2" IN DIAM. SHALL BE GALVANIZED INDEX OF NOT GREATER THAN 450. RIGID STL CONDUIT OR SCHED 40 PVC.; OTHER RACEWAYS AS PER CODE REQRMNTS. TESTS TO BE MADE IN ACCORDANCE WITH ASTM E84 OR 16. PROVIDE "GFI" RECEPTACLES IN GARAGE & OUTSIDE LOCATIONS. UL 723 OR .ALTERNATIVE', METHOD OF SECTION. R302.9.4. o © ! 111!o !1! 1!!! ol1 r:i I:i11011 iI! I: I i 1!!do !1 1!r:11111111111 1 ii1! 1. 1 iI d: ,i: „i ifflili!i I! I i I! 111 !9 1 1 111!1 1EI11911I I: I! 1011 !1 i I:lI! Il o o I: I i I i I i!iNot oo o ❑ 119101 ❑ ❑ ❑ ❑ ❑ ❑ '.. O PREC LINTEL - OVER DR S - _ B � B r S N _ = 4 4 ED �a d0 Mi - B = a 4 = r EI v :.. 3068 _ _ .. WD DR _ O _ I J w © z� C-63J#'49: #) 5'_4' JQ 3068 °' Uw Oao MTL DR � DO 00 00 - A z O a z zo a I AWW zw I - �a¢ N o.= STORAGE SHED ❑ � a NNW REVIEWED FOR a�W i _� CODE COMPLIANCE A I c� a OE a ST. LUCIE COUNTY 3 I N N N N - 3 BOCC - - 00 - - - - - - - - - - C7 a a a ca GI EI zr CL FILE COPYcil I I I I I I = B - - 4 '° o I I I I I I I o B - B i I I B I I I I ❑ _ _ 4 I PREC CONIC LINTEL + BOND BM W/(1)#5 REINF BAR IN I PREC CONIC LINTEL + BOND. I BM W/(1)#5 REINF BAR IN I 4 I PREC CONC LINTEL BM W/(1)#5 REINF +BOND BAR IN I I PREC CONC LINTEL BM W/(I)#5 REINF + BOND BAR IN I _ _ - O EACH COURSE -SEE SECTION ® EACH COURSE -SEE SECTION O EACH COURSE -SEE SECTION EACH COURSE -SEE SECTION. ® _ PRECLINTEL O DO OD OD111111211 OO OD oOo OVER DR c[ O O (-47.4#'43i0#) O D 1 1 [7 O '', (-47.4#,43,0#) O I] p O (-47.4#'43.0#) O O. O (-47.4#.43.0#) O 1 1 o-- - o 26' 12U1CU U.H. GAK DR 1 1/2'DP, X 121W. WATERSTOP RECESS AT O.H. GARAGE DR. ' A 3 12' 6' IdWdU D.H. GAK OK 12u12U U.H. GAR DR 120120 O.H. GAR DR ( 3.7#,49,0#) 1 1/2'DP. X 12'W. WATERSTOP 1 1/2'DP. X 2%L. WATERSTOP 1 1/2'DO. X 12'W. WATERSTOP 3068 RECESS AT O.H. GARAGE DR. RECESS AT O.H. GARAGE DR. RECESS '',AT O.H. GARAGE DR, MTL'. DR A A A 3 3 3 12, 612, 6' 12' 3'_4' 3'_4'. 1'_4• TN AREA CALCS: ARCHITECTURAL FLOOR PLAN GARAGE: 4500 S.F. S C A L E: 1/4" 1'-0" NORTH 00 00 v 1. DRAWINGS ARE NOT TO BE SCALER WRITTEN DIMENSIONS HAVE PRECEDENCE OVER ALL SCALED BIMENSBX 2, CONTRACTOR TO VERIFY ALL DIMENSIONS & ADVISE ARCHITECT OF ANY DISCREPANCIES, CBNSTROCTMN SHALL MIT PROCEED UNTIL SAID DISCREPANCIES HAVE BEEN RESOLVED BY ARCHITECT a NO MATERIALS IR SYSTENS ARE TO BE FABRICATED UNTIL - A ALL DIMENSIONS HAVE BEEN VERFIEO BY THE CONTRACTOR 8 SHOP DRAWINGS HAVE BEEN REVIEWED & ACCEPTED BY THE ARCHITECT. DATE: 24 W. PROJECT 17 SHEET: of 6 `l 1 v w CD 0 STANDING SEAM METAL ROOFING ON 30#FELT TINTAGGED ON 5/8' CDX PLYWD, SHTG. ON WD, RF. TRUSSES @ 24' D.C. CMFR. TO - PROVIDE ENGINRED SHOP DRWGS. GALV. MTL. DRIP EDGE ON 1X2 P.T. WOOD .STRIP & 2X8 WD. FACIAS -P FOUNDATION SCHEDULE: O16"DP X 24"W MONOLITHIC CONCRETE FOOTING W/ (3)#5 REINF BAR CONT. & #5 CROSS -BAR ® 48"O.C. O10" DP. X 8" W. THICKENED CONCRETE SLAB EDGE W/ (1)#5 REINF: BAR CONT. FOUNDATION NOTES: FLOOR SLAB: 4" CONC. SLAB W/ 6X6-10/10 W.W.M. ON 6 MIL. POLYETH, VAPOR BARRIER ON COMPACTED TERMITE POISONED CLEAN FILL. MIN. SOIL BEARING: 2000 P.S.F. MIN. CONIC. STRENGTH: 2500 P.S.I. AT 28 DAYS ❑❑• TYPICAL TIE COL: (1) #5 REINF. BAR VERT. & GROUTED SOLID IN CELL OF CONC. BLK: L WALL W/ CONCRETE. I 1 1/2 DP. X 8" W. WATERSTOP RECESS ALL AROUND HOUSE ''. PERIMETER UNDER CONC. BLK: WALLS 0 19'-4' 1 -4 181-8' --- 1 -4.. 18'-81.. 1 -4. 18,-8' 1 -4' 19'-4.pip '.. II. .. 48'-4' 3'-4' 48'-4' 4' '"" 4' 4' 4' 3'-4' 3'-4' 4' 4' 4' 3'-4' 3'-4' 4'-4' (1_ 4'-4' 3'-4' 3'-4' 4' 4' 4' 3'-4' 3 -4' 4 4 4 4� 16"X16" CONC. B K. COLUMN 16"X16" CONC. BIX COLUMN { 16"X76" CONC. 8 X COLUMN 16"Xi6" CONC. B K. COLUMN W/ (4)#5 REINF BARS. VERT.— W/ (4)#5 REINF. BARS VERT. W/ (4)#5 REINF. BARS VERT. W/ (4)#5' REINF. BARS VERT. & GROUTED S L W/ CONC.. & GROUTED SOLI W/ CONC, 3MTL 068 DR &GROUTED SOLI W/ CONC. &GROUTED SOLI W/ LONG oQ. '... © o n..:;. o ... a ..,.. OF o .. a o ao.:. Q. a. a o0 fl.. 00 77, {' +N , Z F Uti I I~ J I , I � Ya3 I I. cu 3068 MTL DR o I I / N �3As I v I GI o z D 0 Im I. al a. .,.... W w w" ... .' / I = N w r 3 0: I I z ` I 12 5� \ ` R-30 ATTIC INSUL �. 5/8' GYP. BD. CLG, GALV MTL ANCHOR STRAP SEE ROOF FRMG PLAN (2)8"W:X 16"DP BOND BM 4 I W (1)#5 TOP. & BOTTOM GROUT SOLID W/ CONC. STUCCO ON GALV. I I, MTL. LATH W/ 6' X 16' SCRND. VENTS @ ' 8'-01- O.C. VERTICAL REINF BARS POURED SOLID IN CELLS OF CONC BLK STUCCO ON 8' CONC. BLK. WALL 16 Xi6' CONC ELK. COLUMN • •w VV W/ (4)#5 REINF BARS VERT. & GROUTED SOLID W/ CONIC. (EACH SIDE OF O.H. GAR DR) O.H. GAR DR SECTION SCALE: 3/4" 1'-0" mo I STORAGE SHED .. i •..g_�� 00 3 FLOOR SLAB: 4" CONC. SLAB W/ 6X6-10/10 W.W.M. ON 6 MIL III POLYETH. VAPOR BARRIER ON COMPACTED TERMITE POISONED : +�C} REVIWEI.':FO. I . iuw - f CLEAN FILL. MIN. SOIL BEARING:' 2000 P.S.F. ,.: d' "w I II CODE COMPLIANCE .. f � ST. LUIE COUWTY o I I B 0 POCC 4... (V _ N I I �A �A �A ` ©:p Z�� .' UA fla o 0 0 mwz G J > O: PQ fa at Q pA U m a I. J o a a P Zw o^O a Z - m w ZD .. .. .. .. z El .. ., U ' .. .., .. .. :.. .. - .. .. r .. B .... ... ... .. .. ._ 16 X76 CONC.. BIK. COLUMN .. - .. .,. .. ... 1fi"X76 ..GONG. BLK. COLUMN .. :. � '.•' i6"JI}6""CONC. LK' B. .COLUMN' .. I{ i6"'X16 ' I .... ,... .. ... :.. �W/ (4)#5, REINF. _BARS VERT. .. ... , .. .. ... W/ (4)#5 REINF. BARS VER 4 , . , W/ {4)#5.REINF;, BARS.V)=RT. � _ '1N �4 5CREINF BARSaVERTi w. 4. &'' GROUTED,SOLID; W/ LONG.. .. :. :&:GROUTED SOLID• W/ LONG 8q GROUTED SOLIB.W%..GONG..'(GROUTED SOLID 'W CONC. T — — — J — — — p.... Qo 40' o❑ n M ao a©' do I oQ ,d — _ oc1a.o - 11/2'DP, X 18'W WATERSTDP 1 1/2'DP. X 18'W. WATERSTOP 1 1/2'DP. X 18'W. WATERSTOP 1 1/2'DP, X 18'W. WATERSTOP 3068 f l RECESS AT O.H. GARAGE DR. RECESS AT O.H. GARAGE DR. RECESS AT O.H. GARAGE DR, RECESS AT O.H. GARAGE MTL DR IDR. \, \ 3 3 3 3 \ 5' 4' 4' 4' 4' 5' 12, 6' 12' 6' 12' 6' 12' _ _3. 4' _ 3' 4' _ 1' 4- 100' FOUNDATION PLAN S C A L E: 1 /4" = 1'-0» 0 DAMES E. G ILG EN BAGN ARH 4ECT REVI�IpNs: a� �Wo NEW DETACHED STORAGE SHED REVa APR 2019 �- � rs QwEd V SATE: I. A14GHITEGTV RE 8 PLANNING REV., JUNEGARAG2019 RE 1jatjv-v IM P E j� E Z z4 ocT �8 -REV, DOORS E S I D E 1`,i G PI20JECTNNyO A REVAR OCT 2019 ; ±y > >$ � 17—E1:171 3 9009 ONE PUTT PLACE PORT ST LUCIE BLDc r coMMENTs�q�gyE�°°�W $RIDLEWOOD WA,i AND ORANGE AVENUE LS�HEI SAW W (361) 809 — 8491 FLORIDA 34986ti=y$�em� FORT PIERCE, S'� LUCIE COUNTY, FLORIDA WD. RF. SHTG. ON WD. F­RF. TRUSSES 0 2' O.C. 2X4 ON WEB T . CROSS -BRACE . SIDE OF TRUSS EMBERS (ACROSS SSES AS SH ) _DI L2X4 WD. CONT. LATERAL BRACING OVER TOP OF TRUSS BDTT. CHORDS 0 12' O.C. MAX. ROOF TRUSS BRACING DETAIL SCALE: 1/2" = 1'-0 ROOF TRUSS BRACING NOTE: 2X4 WD. CONTINUOUS LATERAL BRACING OVER TOP OF BOTTOM CHORDS OF TRUSSES AT 12 O.C. MAXIMUM. NAILED TO EACH TRUSS W/ (2) 16d NAILS. 2X4 WD. CROSS —BRACING ON SIDE OF WEB MEMBER RUNNING TOP TO BOTTOM OF TRUSS (SEE DIAGRAM SKETCH} AT 20' MAX. BETWN. CROSS —BRACING MAX. 12' O.C. SPACING ALONG TRUSSES. STANDING SEAM METAL. ROOFING ON 30# FELT TINTAGGE➢ON 5/8' CDX PLYWD. SHTG: ON WD.- RF,. TRUSSES @ 24' D.C. <MFR, TO PROVIDE ENGINRED SHOP DRWGS. GALV. MTL. DRIP. EDGE ON 1X2 P.T. WD. STRIP & 2X8 WD.. FACIAS i I / 24' STUCCO ON GALV. J MTL.. LATH W/ 6' X 16' SCRND. VENTS .@ 8'-0' D.C. STUCCO ON 8' CONC. BLK. WALL STUCCO ON 8' CONIC BLK. WALL 12 5 F- 100, A t I _ J _J I-� �Ff I-J -1 _- - 1-J _I -� - - - -1_J I u A A_ B — B — B.—�� �� —I B _ I B _ B r B �— .I —IB I B 13 B �I B IQ— TB— �� T� �� I B I B r A '41 I II I I I I I I IILLL A I I f I II i I�I I I II I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I. f I k I I II I I I I I ( ( I / — — \ 2X4 D. CON .LA — — —/ — — ---- — — — — — --\ — — — — — ---- — \ — — — ------ — — —/ — AL 2X4 CON .LATE AL Ij— �j— —i \ BRACING OVE TOP OF / I BRACING OVE� TOP fb I I I 1: TRUSS BDTT. (CHORDS 0 1 I I I 1 I I i I I I I I I 1 TRUSS' BDTT. CHORDS' 0 1 I I I I 1 I I I 1 I I I II h((qq��I I I I I 1 I 12', O.G. MAX.' I I I 2X41. WD. C 0SS—BRACE I I I 1 I I I 12' O.Y. MAX., 1 I I 2X41 WD. C OSS—BRACE I I I i I I I I II N� ON 'EA. SID OF TRUSS ON EA. SID OF TRUSS (A� ' I I I 3ETRACFOSS USSES9AS(SH WN)OSS I 3 IAS11 (SHIM) �-IvII R-30ATTIC INSUL. 5/8' � 5/8' GYP. BD. CLG. APPROVED GALV. P�— -- --I--------- \/ \/ \/ MTL. ANCHOR STAPS n j 1 12 4 V6 CONT.LATERAL I /I I I \ 1 21X4 WD.'CONT. LATERAL /'\— @ EA. TRUSS %AI / \ B ACI G OVER 70P 0 / \ / \ RACING OVER TOP OF TRUSS �BOTT. HORDS�0 1 UO CB Br..CH CH RIDS 2X WD. C OSS-B ACE I ������////// I 2XWD. COSSjl,��ACE 8'W. X 16'DP, CONIC, 12 0. MAX.ON A. SID OFS p ON EA. SID OFT USSBLK. BONTOPD BM. BO (ll WE MEMB RS (OSS WE MEMB FIRS (AC OSS A #5 BAR SOLID & BDTT �A I11 S T p R A GI E S H E D GROUT SOLID W/ CONIC. I II I I I I 1 I 1 ,. I 3 TRUSSES AS SHQWN) I I I I I I I 1 1 I I I 1 1 3 TRUSSESIAS SHQWN) I I I I. I I I I I II --j I WD ROOF TRUSSES @ 24' QC / TRUSS I 1 lOq j MFR. TO PROVIDE ENGL'N. SHOP ➢RWGS, FDR — LI APPRTAL & IBLD. D PT. SBMITTAS ®I °° � VERTICAL REINF BARS POURED SOLID IN CELLS OF CDNC BLK B'W. X 16''DP: CONIC. BLK, BOND BM. W/ (1) #5 BAR TOP & BDTT GROUT SOLID W/ CONC. 0 I 0 VERTICAL REINF BARS POURED SOLID IN CELLS OF CDNC BLK. 4' CONCRETE FLR 1 1/2' D. X 8 W. SLAB W/ MONO.FTGS WATERSTOP RECESS (SEE FOUND, NOTES ON AROUND PERIMETER FOUNDATION PLAN) .'III IN III III°°" � `- .9 III�IIII CONC. MONO-FTGS AS PER FOUNDATION PLAN & SCHEDULE 1,-81 `T'YP. WALL SECTION SCALE: 3/4" = 1'-0" 2X4 WD CONj LATE E�AL— - — \/ \�-� — — —�—� —� \�\L I —� 1 2X4 CON LATERAL BRACING OVER TOP OF \ / \ 4BRACING OVER TOP OF TRU SSA BOTT.'CH'ORD9 0 2X4 ✓WD. CROSS —BRACE I I I I I I I I I l I TRUSS' BOTT. CHORDS' 0 2X4 I WD. CROSS —BRACE I I 12' 02.MAX.1 I I ON EA. SIDE OF TRUSS 12' 0.r• MAX.,ON 'EA. SIDE OF TRUSS I I I I I I I ( I 11 I WEJUSSES�AS MEMB RS (AC OSS ( I ( I I WEB MSESMB SIRS WSSC 3 SH W) 3 T AS SHN I'!I II II ' I ' II I fiL I I I I I I I I I I I � IAI I 11 I I I I j I.. I I II I 1 I I I I r I I II I I I I I I I� I I I�I —1 I I I I I 1 I I (I� �I— II � Ipl I! L -- L—_ 1 —I 1 J I I� L_ J--- L— — J I I— J —. L— — J— J J J I I J 1 I — _ — J— J. _ J I — I— J I J__ _ J— J, —. —I _ I I L— A _A— e— QJ—S"L— B — B — B B— Q—QI— B — B_ B— B— �2 QJ—- B — B L B— B— B— Q Q—— B'— B_ BL B— Q_Q— B J B —QT 100' REVIEWED FOR ST. LUCIE COUNTY I ROOF SHEATHING NOTE: TRUSS ANCHORAGE NOTE: BOCC ROOF SHEATHING TO BE MIN. 5/8", EXP. 1, COX TRUSS ANCHOR STRAP AT NEW CONC. 8 TRUSS A N M TO BE "SIMPSON" ANCHOR STRAP AT CONC. 8M. TO BE "SIMPSON" P C LY N P WD W LNG. DIM PERPENDICULAR FRMG. (A)TRUSS Q#FGTR!GALV.MTL & END JNTS. STAGGERED, ROOF SHTG. TO BE GALV. MTL RIVETED TRUSS ANCHOR W/(18)SDS 1/4X3 SCREWS TO TRUSS ANCHOR FRAMING ATTACHED WITH 8D COMMON NAILS AT 6" O.C. O (13)IOD COMMON NAILS -TRUSS (2)1/2"X5" TITEN SCREWS TO CONC. BM ROOF 1 1 1 I AT '�0 Fr ���C .PLAN EDGES AND INTERMEDIATE FRAMING. (6)10D X 1 1/2 NAILS -SEAT PL U=-5000# NO ZONE 3 (GABLE END) F1=335#, F2=635#, U=-1450# 13 10D COMMON NAILS TRUSS " - ' " ! s C A L E. i 4 - � o NORTH ROOF LOADS TCLL: 30 PSF TCDL: 15 PSF BCLL: 00 PSF BCDL 10 PSF TOTAL: 55 PSF ©GIRDER TRUSS ANCHORAGE TO BE (1)-SIMPSON" DETA20 GALV. MTL. TRUSS ANCHORS I PLY GIRDER TRUSS tO (18) IOD COMMON NAILS / UPLIFT =-2480#) F1=2000#, F2=1370# FILE COPY JAMES E. GILGENBAGH ARCHITECTURE 8 PLANNING 9009 ONE PUTT PLACE PORT ST LUCIE (561) 809 - 8491 FLORIDA 34986 F,APAnr DUUKS �i �NNEEW DETACHED STORAGE SHED DATE: IPEI�EZ RESIDENCE ROJ0avle 17 J� BRIDLEWOOD ST LUCIE COUNTY, Y AND GE A FLORIDA ofE6TA4� FORT PIERCE, ■ RIC SYMBOLS / II I I I I I II III GFI 200AMP (3)#2/0 THHN-CU HOUSE IN 1 1/2' COND TO 400A MAIN DISC O HOUSE 200A PANEL SERVICE PANEL 100AMP (3)#3 THHN-CU GUEST (LOCATED AT ED IN 1 1/4' COND TO RESIDENCE GARAGE) u300AMP GUEST 100A PANEL 400A p GARAGE (3)#350 THHN-CU 120/240V IN 2 1/2' COND TO IPH GARAGE 300A PANEL. BURIED MAIN FEEDER \ FROM TRSFRMR. (SEE / LOCATION ON SITE PLAN) FROM FPL #2 CU TO C.W.P. ` SUPPLY J` & FTG. REBAR. (2) 5/8'XIO' CU / (3)#400 MCM-CU-� CLD. GIRD, ROD IN 3'D COND. _ _ 10' APART `` ELECTRICAL RISER NO SCALE' ' LOAD CALCULATIONS: MAIN HOUSE 200A PNL = 90.7 KW GUEST HOUSE 100A PNL = 26.2 KW DETACHED GARAGE 300A PNL = 100.0 KW TOTAL PANELS LOADS = 216.9 KW FIRST 10 KW. @ 100% = 10.0 KW ' REMAINDER @ 407 = 68.4 KW HEATING @ 65% = 14.3 KW 92.7 KW - 240V ' 386 AMPS GFI GFI `H' GFI w GFI w GFI \ .. \W GFI `W GFI `W GFI. `� \w GFI W.H: EXH FAN 4'D. FLEX 50CFM,g� DUCT THRU — / / / / \ '� _ - / / / / 11( ly, WALL MTD. — — _ _ — / GFI /Vj`J DIFFUSER / n I / n I I ---- / I I I I I f I I _ I I 11 BA+, -73 c —�_= I I —�\—m I I I III I I GFI ul� I II\ ! I II\ I I u\ U\ I I u\ � � 3 I I I I I I I 1 ---------- I rl I 1 I � I-� i I I I I i I I I I �W / I LITE n I I n - / / I / // IN .ATTIC DI21OPNR II // // GFI 49 I I u\ I I u\ STORAGEI SHED / u I I "\ / I I \ 1 I \ I / I I \ I RE 7-WED FOR CODE NOMPLIANC[ I \ I I \ I I I I \ I — — — — — — — — ST. L C I � I III i I 1 I I I I 11 �IE COUNTY I OCC I I I DR OPNR I I I DR OPNR I i DR OPNR I DR OPNR I \ _ I 1 \ I I I I I I \ I \ I \ I I FIL COPY I I n/ I I I n I I \n I i I it n / I ILLJJI GFI C=T—= I I I C_ C I I I II C_� —C I I G.F.I. — J'\ I I0 300AMP I I U I ( \ I U \ I / I / U / I / I IJ \ I / 300A DISC DI SWFOR SW GARAGE. ELECT PNL _ _ _ / SERVICE FED \ I I I__ I 1 _ I I— FROM THE x' "' H.B. MAIN HOUSE \ •L_ — ^ \ \ SERVICE GFI GFI GFI — — — — — — GFIgy 4& WALL MTD. RECEPTACLE �p PUSH BUTTON 0 240V, RECEPTACLE 4LING JUNCTION BOX SPECIAL PURPOSE 'INCAND. LITE FIXTURE CEIFAN OUTLET RECESSED INCAND. 'HI -HAT' (J-BOXONLY) EXHAUST FAN 4.. PHONE JACK LOCATION (q WALL MTD. SWITCH C� T.V. JACK LOCATION SD SMOKE DETECTOR. x SURFACE MTD. (12OV & BATT. BACKUP) .FLUORESCENT NOTES!: ARC -FAULT CIRCUIT INTERRUPTER ON ALL SINGLE PHASE 15 & 20'. AMP BRANCH CIRCUITS EVERYWHERE EXCEPT GFI RECEPTACLES .@ BATHROOMS, KITCHENS, GARAGES & OUTSIDE RECEPTS PANEL BBG I BY MPS (300A M120/24OV, IN. 10,000 A PH.) LITES & RECPTS 9.6 KW 20A/lP (2)#12THHN BATH G.F.I. 1.5. KW 20A/IP (2)#12THHN EXT GFI RECEPT 1.2 KW 20A/lP (2)#12THHN WATER HTR. 4.5 KW 25A/2P (3)#IOTHHN (5) DR OPNRS @ .5KW 2.5 KW 20A/lP (2)#12THHN 19.3 KW TOTAL CONN. LOAD FIRST 10 KW. @ 100% 10.0 KW REMAINDER @ 40% 3.8 KW 13.8KW ■(3200 SF X 3W = 9600 KW) — 240V 58 AMPS. u' W 00 U z J M Cz NQ aO� a� MIMS ` W 1 ' Q J a CD V r00 aI wrn .� ZOO •V .. O� �a REVISIONS: REV.i 22 API '. ENLARGE GA REV,, 12 JUNE ' GARAGE DOD REV: 07 OCT : BLDG DEPT CON 'AWINGS ARE NOT TO BE Ell WRITTEN DIMENSIONS PRECEDENCE OVER ALL ED DIMENSIONS. NTRACTOR TO VERIFY ALL SOS & ADVISE ARCHITECT NY ➢ISCREPANCIES. [ACTION SHALL NOT PROCEED SAM DISCREPANCIES HAVE RESOLVED BY ARCHITECT. MATERIALS OR SYSTEMS ARE E FABRICATED UNTIL, L DIMENSIONS HAVE BEEN IED BY TIE CONTRACTOR. OP ➢RAVINGS HAVE BEEN EWED & ACCEPTED BY ARCHITECT, DATE: 24 0& '18 AREA CALLS: ELECTRICAL FLOG PROJECT NO: P N LA _ I 17 E117 GARAGE: 4500 S.F. SCALE: 1/4" = 1'-0" SHEET: ]� �" NORTH of 8 AS TYP STUCCO FIN ON CONC BLK WALL - --- � I v aq m 0 STANDING SEAM METAL ROOF TRUSS BRG. EL. 18'-0" AFF TYP STUCCO FIN ON CONC BLK WALL -_-• TYP. FIN. FLR. EL. 0'-0" TRUSS BRG, EL. 18'-0" AFF �! TYP STUCCO FIN ON CONC BLK WALL TYP. FIN. FLR. EL. 0'-0 STANDING SEAM - METAL ROOF STANDING SEAM '- METAL ROOF 0 RAISED PANEL Q.H. GARAGE DR. TRUSS BRG. EL� z 0 H w I�..i w w A cn lr�aMJ V TIP. FIN. FLR. EL. 0'-0" 0 �0 F_7EE1== -RAISED PANEL O.H. GARAGE DR. =1__1 0�00 LRAISED PANEL O.H. GARAGE DR. O.H. GARAGE DR. —RAISED PANEL O.H. GARAGE DR. 12 REVIEWED FOR CODE COMPLIANCE ST. LUCIE/C/�OUNTY BOCC FILE COPY z O w .J w w a � r�n vJ w j Y-I z Z(j We U VZ 3M az biz ZCC o a II. � V Lid W V V co W v) lEV z000 NEI a�co aa�i ARC TE REVISIONS:' REV.L 22 APR: 2019 ENLARGE GARAGE .REV., 12 JUNE 2019 GARAGE MOORS 'REV: 07 OCT 2019 BLDG. DEPT COMMENTS I0I L DRAWINGS ARE NOT TO BE II SCALE➢. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER ALL SCALED DIMENSIONS t CONTRACTOR TO VERIFY ALL DI ENSI NS N ADVISE ARCHITECT OF ANY DISCREPANCIES. CINSIRETIM SWYL NOT PRICED ORTD. SAID DISCREPANCIES HAVE BEEN RESOLVED BY ARCHITECT. 1 NO MATERIALS OR SYSTEMS ARE TO BE FABRICATED O1TIb A ALL DDIENSI NS HAVE BEEN VERIFIED BY THE CONTRACTOR, B. SHOP DRAWINGS HAVE BEEN REVIEWED B ACCEPTED BY Q � � �Q W � o rn rn w Q a d d W � NI< w a IJ w DATE: w 24 OCT '18 J PROJECT'NO: w a 17 — E117 v SHEET: %� Tn of 6 A6