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710 Paradise Ln 2013 new home (2) REVISIONS FILE COPY GARDNER RE.. SIDENCE PARADISE LANE LOT 37 ATLANTIC BEACH, FLORIDA SILT PENCE w/FILTER CLOTH (MIRAFI,POLYFILTER OR APPROVED EQUAL)ON WOOD STAKES MAX.6'-0" O.C. 84' GRADE N SlY 36' Do' E 42foO' BACKIP A55REVIATION& ILL FENCE AFTER PLACING PENCE DUMPSTER DRIVE A A.B. ANCHOR BOLT DBL. DOUBLE H.C. HARDWARE FD PAR. PARALLEL ABV. ACCESS DEMO DEMOLISH HDW. HARDWARE ACC, ACCESS DP. DRINKING FOUNTAIN WsT, WEIGHT PL. PLATE P81GHT FR. FAIR A.C.T. ACOUSTICAL CEILING TILE DW. DOUBLE 14UNG WINDOW WORZ. HORIZONTAL FT. PAINT ADJ. ADJACENT D15p. DISPENSER Hs' HOSE B155 pw AFF. A50YE FINISHED FLOOR DIA. DIAMETER H.M. POUNDS PER SQUARE FOOT A/C AIR CONDITIONING UNIT DIM. DIMENSION HOLLOW METAL Psi FOUND$PER SQUARE INCH t`i � FA<ED TUfRE31DIT�- 5ARRIER WALK 4' PORCH F'ROJECTI H.S. HORIZONTAL SLIDER F.V.C. POLYVINYL CHLORIDE AGG. AGGREGATE D.L. DEAD LOAD WVAC WEATIWG,VENTILATING P.T. PRESSURE TREATED SCALE: 3/4"st'-O" AWU. AIR HANDLING UNIT DN. DOWN 4 AIR C40NDITIONIWz ALT. ALTERNATE D R. FWD. PLYWOOD DOOR H.W. HOT WATER 1.PLACE FENCE AT ENTIRE PERIMETER OF SITE. ALUM. ALUMINUM Ds. DOWNSPOUT 20'FRONT 7YAFD ��EBACK APPROX. APPROXIMATE D.P. DESIGN PRESSURES Q.T. QUARRY TILE 2.FENCE MAY BE REMOVED AT WORK AREAS DURING WOR< AP. ACCESS PANEL Dm DRAWING 11). INSIDE DIAMETER PERIOD,BUT SHALL BE REPLACED AT THE END OF WORK ARCH, ARCHITECTURAL INSUL. INSULATION 7 AUA. AWNIWG WINDOW INT. INTERIOR PERIOD. R R R15ER E EA. EACW R/A RETURN AIR E.J. EXPANSION JOINT RAD, RADIUS E3 w. BOARD ELEC. ELECTRIC JAN. JANITOR RD. ROOF DRAIN 5F 51-FOLD DOOR Ea. EQUAL JT. JOINT REP. REFRIGERATOR z BIT. 51TIMINOU6 ElU.C. ELECTRIC WATER COOLER REINF. REINFORCED ED EST IP EDGE ST IF BLK. BLOCKING EW.W. ELECTRIC WATER HEATER REOD. REQUIRED (L BLDG. BUILDING EL, ELEVATION < KIT. LAMINATE(D) RM. ROOM w 7 50T. 50TTOM EXIST. EXISTING cv, 5F;rj. BEARING EXH. EXHAUST K.S. LAVATORY RD, ROUGH OPENIWx BRK. BRICK EXT. EXTERIOR D3T Q Q Q 5m. BEAM 0 _F B.C. SOLID CORE LLI 5,U. BUILT-UP V) 0_� BW, BOTH WAYS L LAM. LAMINATE (D) 6CH. SC-WEDULE I F F.B. FACE BRICK LAV. LAVATORY r-, SQUARE FOOT ;L4 LA/C F.B.O. FURNISHED BY OTHERS SINGLE HUNG WINDOW RE FIRE EXTINGUISHER BHT. SWEET CAB. CABINET G. FIXED GLASS M MATL. MATERIAL CPT. CARPET FIN, FINISH MFGR. MANUFACTURER C.I. CAST IRON FIN,CLG. FINISHED CEILING MAS, MASONRY C.I. CONTROL JOINT FIN.FLR. FINISHED FLOOR MD. MASONRY OIOENIW-s 01 0 0 10 (D CIL. CENTMINE PTG. FOOTING M.C. MEDICINE CABINET C.T. CERAMIC TILE F.D. FLOOR DRAIN MAX. MAXIMUM CAl. COLD WATER F.E.C. FIRE EXTINGUISHER CABINET MIR. MIR" (D P4 CONC. CONCRETE F.E.B. FIRE EXTINGUISHER BRACKET i (D 01 MECH. MECHANICAL ''i jp�f Co. CASED OPENING PURR. FURRING MTL. METAL PANEL PIP Iq COL. COLUMN F.V. FIELD VERIFY MIN. MINIMUM CONTR. CONTRACTOR C.M.U. CONCRETE MA50NRY UNIT CONT. CONTINUOUS GA GAUGE N N.I.C. NOT IN CONTRACT 10) CLG. CEILING GALV. GALVANIZED NOM. NOMNAL CR. COURSES CI). CONTROL JOINT G.C. GENERAL CONTRACTOR N.Tb. NOT TO SCALE G.D.O. GARAGE DOOR OPENING Q (D (D CF.M. CU34C FEET PER MINUTE GROUND-FAULT CfRCUT Lu CF. CUBIC FEET INTERRUPTER 5,-0" C.I.F" CU51C FEET GL. GLASS O.C. ON CENTER CIR CIRCLE GIL,5K. GLASS BLOCK WINDOW OFN� OPENING C* CUBIC YARD GWe GYPSUM WALL BOARD O.D. OUT51DE DIAMETER WIND LCAD5 OHD' OVERHEAD GARAGE DOOR WIND DESIGN PER F5C 2010,TABLE R3012(2) BASIC WINE) SPEED: 120 MPH sym 50LS IMPORTANCE FACTOR: 1 f EXPOSURE CATEGORY: 5 ADJUSTMENT FACTOR - 0.0 EXPOSURE CLASSIFICATION: ENCLOSED NORTH INDICATES DIRECTION OF NORTH MEAN ROOF WEIGHT 12 FT. ROOF ANGLE: (10 TO 30 DEGREES) 2(ok DEGREES(6:12) ORA WING NUMBER EDGE STRJF 3.0 FT. /41 Lx� SECTION COMPONENT AND CLADDING WIND LOADS SWEET NUMBER WHERE SECTION 16 DRALLN ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND LOAD(P5F) I IV 14.13 -23.1 1 20 13.6 -23.0 1 DRAWING NUMBER DETAIL 1 50 11.121 -22.2 20' RE�AR YARD SETBACK L INt 644EET NUMBER WHERE tE15��l DETAIL 16 DRAWN 1 100 10.5 -21,5 2 10 14.1B -50.1 A 2 20 13.6 -45.4 ELEVATIONS D05 ELEVATION LITTER 2 50 11.1B -3S.3 SWEET NUMBER WHERE ELEVATION 15 DRAwN 2 100 10.5 -34.1 C 3 10 13.6 -45.4 3 20 13.6 -54.1 78'2o, z 3 50 11.9 -315.3 0 u Ile 3 loo 10.5 -34.1 6 8'B* 36' 50' W 59bb' 5ULDING CODE 5UMMER, i en 4 10 25.S -28.1 'pj Elf) 4 20 24.1 -26.9 FLORIDA RESIDENTIAL CODE 2010 EDITION NATIONAL ELECTRIC CODE 2008 EDITION 4 50 23.2 -23.4 U 4 Im 220 -24.2 gig TYPE OF CONFRUCTION 5 10 25.15 341 0 51TE FLAN z u z 5 70 24.1 -32A NEW CONSTRUCTION TYPE VI UNSPRfNKLED SCALE: 5 50 23.2 -293 5 100 22.0 _2(0's SCOIDE OF WORK DESIGN OF FASTENINGS CF WINDOWS AND DOOR$ IN THE WALL FRAMING 15 THE RESPONSIBILITY OF T14E WINDOW/DOOR MANUFACTURER AND SHALL u CONSTRUCT NEW ONE STORY FRAME,SLAB ON MEET THE COMPONENT AND CLADDING DESIGN WIND FRESSUFES GRADE SINGLE FAMILY RESIDENCE. SEE TABLE 1606.25. lr�FEIRVIOU5 5U�RFACE GALCULATION5: ! AREA: 6,112 SF. DATE OF LOT INDEX OF ORAWINGS: HOUSE 2,5132 SF, ISSUE T-i TITLE SWEET,51TE PLAN,DATA DRIVE 4 UJALK 401 SF, 11-21-13 A-1 FLOOR PLAN EQUIPMENT PAC* 16 Sp. A-2 ELEVATIONS DRAWN BY: TOTAL IMPERVIOUS SURFACE AREA 30M SP. A-3 BUiLDM SECTIONS wup A-4 WALL SECTIONS "PERVIOUS 44.4% A-5 WALL SECTIONS 5-1 FOUNDATION PLAN,DETAILS 5-2 ROOF FRAMING PLAN,DETAILS,NOTES NOTES SHEET No. E-I ELECTRICAL PLAN,LEGEND GARDNER T- 1 13042 @ REVISIO S GARDNE -R RESIDENCE PARADISE LANE LOT 37 ATLANTIC BEACH, FLORIDA SILT PENCE w/FILTER CLOTH (MIRAFI,FOLYFILTER OR APPROVED EQUAL)ON WOOD STAKES 0 MAX.V-V O.C. 84'21'36- E FLOW > GRADE N &S' 36' 50' E 42.60' A55REVIATION5 DUMPSTER DRIVE A A.B. ANCHOR BOLT DEL. DOUBLE H'C. HARDWARE FAR, PARALLEL ABV, ACCESS DEMO DEMOLISH HDW. HARDWARE FL. PLATE WEIGHT 5ACKFILL PENCE AFTER PLACING FENCE ILE ACC. ACCESS DF, DRINKING FOUNTAIN WGT. WEIGHT FR. FAIR A.C.T. ACOUSTICAL CEILING TILE Dw. DOUBLE HUNG WINDOW WORZ, HORIZONTAL FT. FAINT ADJ. ADJACENT DISF. DISPENSER H.B. P05E 5155 FsF POUNDS nR SQUARZ FOOT AFF. ABOVE FIN15HED FLOOR DIA DIAMETER HIl. HOLLOW METAL P51 POUNDS PER SQUARE INCH A/C AIR CONDITIONING UNIT DIM. DIMENSION H.S. 40RIZONTAL SLIDER F.V.C. POLYVINYL CHLORIDE WALK t`i � 5TA<ED %F,501T�' 5ARIRIER 4' PORCH PROJECTION AGG. AGGREGATE D.L. DEAD LOAD WVAC HEATING,VENTILATING P.T. PRESSURE TREATED AHU. AIR HANDLING UNIT DN. DOWN 4 AIR CONDITIONING PWD. PLYWOOD SCALE: 3/4".-1'-0" 1 ALT, ALTERNATE D R. DOOR H.W. PDT WATER ALUM. ALUMINUM Ds. DOWNSPOUT I.PLACE FENCE AT ENTIRE PERIMETER OF SITE, 20'FRONT YARD 6; AC APPROX. APPROXIMATE D.P. DESIGN PRESSURES Q.T. QUARRY TILE AR ACCESS PANEL DWa DRAWING ID, INSIDE DIAMETER 2.FENCE MAY BE REMOVED AT WORK AREAS DURING WOW ARCH. ARCHITECTURAL INSUL. INSULATION PERIOD,BUT SHALL BE REPLACED AT THE END OF WORK AUN. AWNING WINDOW INT. INTERIOR R R15ER u PERIOD. E EA. EACH R/A RETURN AIR I-J. EXPANSION JOINT RAD, RADIUS 5D. BOARD ELEC. ELECTRIC JAN. JANITOR RZ), ROOF DRAIN z BF 51-FOLD DOOR EQ. EQUAL JT. JOINT REP. REFRIGERATOR BIT, BITIMINOU5 E.W.C. ELECTRIC WATER COOLER REINF. REINFORCED BLK. BLOCKING E.W.W. ELECTRIC WATER HWER REOD. REQUIRED ED"E STRIP EDGE ST IF BLDG. BUILDING EL, ELEVATION K KIT, LAMINATE (D) RM. ROOM 50T. 50TTOM EXIST. EXISTING K.S. LAVATORY R.O. ROUGH OPENING (L BRG, BEARING EXH. EXHAUST 5RK. BRICK EXT. EXTERIOR (D I Q Q 10 Bm. BEAM sc SOLID CORE B.U. BUILT-UP L LAM. LAMINATE (D) Scw. SCHEDULE Big BOTH WAY$ F.B. FACE BRICK LAV. LAVATORY 5p. SQUARE FOOT F.B.O. FUW16HED BY OTHERS 5A. SINGLE HUNG WINDOW A/C FE FIRE EXTINGUISHER BHT. SWEET C-45. CA51NET Fa FIXED GLASS M MATL. MATERIAL CPT. CARPET PIN, FINISH MI;GR. MANUFACTURER P4 u C.I. CAST IRON FIN.CLG. FINISHED CEILING MA5. MASONRY 1.4 C.J. C04TROL JOINT FIN.FLA. FINISHED FLOOR MD. MASONRY OPENING cL. CENTERLINE FTG. FOOTING M.C. MEDICINE CA51NET 01 0 0 10 o C.T. CERAMIC TILE 'F.D. FLOOR DRAIN MAX. MAXIMUM C.W. COLD WATER F.E.C. FIRE EXTINGUISHER CA51NET MIR. MIRROR CONC. CONCRETE F.E.B. FIRE EXTINGUISHER BRACKET MECH, MECHANICAL U I UZI CO. CASED OPENING pjw FURRING MTL. METAL PANEL COL. COLUMN F.V. FIELD VERIFY MIN. MINIMUM CONTR CONTRACTOR CMu CONCRETE MASONRY UNIT z r% CONT, CONTINUOUS G GA GAUGE N,I.C. NOT IN CONTRACT CLG. CEILING GALV. GALVANIZE6_ NOM. NOMINAL 0- CR, COURSES G.C. GENERAL CONTRACTOR N.T.5, NOT TO SCALE C.J. CONTROL JOINT G.D.0, GARAGE DOOR OPWING (D 01 C.F.M. CUBIC FEET FER MINUTE G.FC.i. GROUND-r-ALLT,CIRC4fT Cp. CUBIC FEET INTERRUPTER LLL C.I.F. CU51C FEET GL, GLASS GL.EK GLASS BLOCK WINOW, OFNIG. OFENIWG 18 D.C. ON CENTER CIR. CIRCLE CY, CUBIC YARD GW15 GYPSUM WALL 5OAFV O.D. OUTSIDE DIAMETER OHD' OVERHEAD GARAGE DOOR LUIND LOAD5 WIND DESIGN PER FBC 2010,TABLE W12(2) BASIC WIND SnED: 120 MPH IMPORTANCE FACTOR: I EXP06URE CATEGORY: 5( ADJUSTMENT FACTOR 0.0 NORTH INDICATES DIRECTION OF NORTH EXPOSURE CLASSIFICATION: ENCLOSED MEAN ROOF WEIGHT 12 FT. ROOF AWSLE: (10 To 30 DEGREES) 26.6 DEGREES(6:12) DRAWING NUMBER EDGE STRIP 3.0 FT. SECTION SWEET NUMBER WHERE COMPMENT AND CLADDING WIND LOADS SECTION 15 DRAWN ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND LOAD(PSF) 14.B -23.1 1 10 DETAIL DRAWING NUMBER 1 20 13.6 -23.0 SWEET NUMBER WHERE 20' REAR YARD SETBACK LIN� DE I All. 16 DRAWN 1113 -22.2 1 50 100 105 -21.5 A 2 10 14.B -50.1 ELEVATION LETTER 13.6 -45.4 ELEVATION$ D� SWEET NUMBER WHERE 2 20 ELEVATION 16 DRAWN 2 50 1 I'S -35.3 C 7 Iw 10.$ -34,1 3 10 13.6 .45.4 z 3 20 13.6 -D4.1 78' -39.3 4� IL2'_y� 17 3 50 11.9 z 5UILIDING WDE SUMMERY 10.5 6 813, 36, 50, W 55B61 u 3 Iw - - -- -- 4 10 2 5,5 -28.1 FLORIDA RESIDENTIA� CODE 2010 EDITION NATIONAL ELECTRIC qODE 2W8 EDITION 4 20 24.1 -2(o.iJ .23.4 r j 4 50 23.2 og 4 Iw 220 -24.2 TYPE OF ;ONFRUCTION z 5 10 25.S 34.1 1 .51 TE FLAN 0 NEW CONSTRUCTION TY'FDE VI UNSFRINKLED FILE coDv I 0� u 5 20 241 -32.4 SCALE: .......... 23.2 -29.3 .yi7 5 5 100 220 -2(2.'� 5COPE OF VOW DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING CONSTRUCT NEW ONE'STORY FRAME,SLAB ON 15 THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL GRADE SINGLE FAMILY RESIDENCE. MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES SEE TABLE 160625. AREA: DATE OF LOT 6,112 5F, INDEX OF DRAWING& ISSUE HmSE 2,552 SR T-I TITLE SWEET,SITE PLAN,DATA 11-21-13 DRIVE 4 WALK 401 S.F. A-1 FLOOR PLAN A-2 ELEVATIONS DRAWN BY: EQ4PMENT PAC)$ I(p S.F. A-3 BUILDING SECTIONS TOTAL IMPERVIOUS SURFACE AREA 300S SP. A-4 WALL SECTIONS 7 A-5 WALL SECTIONS ri-II;IFERVIOUS 44.4% 5-1 FOUNDATION PLAN,DETAILS 5-2 ROOF rRAKING PLAN,DETAILS,NOTES NOTES SHEET NO. E-I ELECTRICAL PLAN, LEGEND GARDNER T- 1 13042 REVISIONS 21--011 4CK A/C C r OMPRE-660 P f AD - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - --- z /7 --7 —Q-0— ICE ------- ---- ------------ 0 I Hill" RER U611 Ul KITCHEN b7l 24"X48" SKYLIG14T U LAUNE). DINING NOOK GA A50VE u IA 4068 51FOLE) % ROP SLOPE DOWN 2" PANTRY CLO, ----------- -- - Z71 3'.4" u 1,60RCH 5!e2l I P 0 OLE) < C4 N ED EWC 211 FAMILY ROOM A/C cn - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - cn FORAGE 3'-SN'—. 13'-411 UZJT FOYER '�' -- :i %? �t'es- cl Ln r----------------- p- ---------------- LiN x C4 60�5 51POLD -----------------a) :---------7 ,jTRAY CEILING A50VE C4 0 MASTE MA-STER 5k)ROOM go OFFICE I BATH ROOM No. 2 5ATP I ;b BEDROOM No. 3 M= .0 WWIRLPOM SWOWER To 0 U011 TU5 "�—'Yxlalf WRAPPED P.T, 6x6 POST, TYP 40 36" RAIL 0 0 0 0 4 40 WIO FRXED,TE P. 34506.4, 3010 FIX.TE P, u Nt z- - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - z 44 3 2 w A-3 A-3 I-A ED 5' SIDE YARD SETBACK u 23'-Ch" Ir 81.811 OF 2'-4' ISSUE 11-21-13 (Oro, DRAWN BY: HGP FLOCIR FLAN SHEET NO, SCALE: 114"cl'-O" GARDNER A/C AREA 1,129 SF. 13042 REVISIONS L ARCHITECTURAL HIGH WIND SHINGLES,TYP. TRUSS 5EARIW-, 7 EXFD05URE W-ARDILAP SIDING I"x3l/2" CORNER BOARD,TYP, x POST FIN.FLOOR GRADE u z F,,IGkT 51DE ELEVATION SCALE; I'/4"xI'-V C) 04 u 1,4 u ARCHITECTURAL HIGH WIND SHINGLES,TYP, P-4 TRJ66§E Wu ill EXPOSURE WARDILAP SIDIWS V'x3l/2" CORNER BOARD,TYP. 9"x9" WRAPPED POST FIN.FLOOR--- GRADE LEPT 51DE ELEVATION SCALE: 1/4"el'-011 1" EXPOSURE 11' EXPOSURE CEMENT F15ER HARPIL P D SHINGLES,TYP- 0! Lf ARC141TECTURAL 12 12 HIG14 WIND SHINGLES,TYP. I ME"AL I W u 3' 0 44 TRUSS BEARING- TIRUS6 BEARING F% - ------- ---------------------------------------------------- 1"EXPOSURE �j 14111 1111 BRACKET WARDILAP SIDING 1" EXPOSURE CEMENT FIBER DATE OF V'xV/2" CORNER I 111J SHIN6GLES,TYP- ISSUE BOARD,TYP. cj"x9" WRAPPED 1"01/2" COWER DRAVVN BY: 100ST 31 BOARD,Typ- = F7 = LJ N —1 --1 FIN.FLOOR _Ell G RA" D E GRADE SIMET NO. GARDNER A-2 FRONT ELEVATION REAR ELEVATION SG'ALE- 1/4"al'-O" 13042 SCALE: 1/4"NI'-O" At �RE�VIS�IONS ATTIC TRUSS BEARING _a�' 3'-31/2 V-311 FOLD LINE STRUCTURAL SHEATHING WEATHER BARRIER,CONT. HARDI FLAW SIDING w/11/4" LAP PORCH 5TO. MA5TER BEDROOM CUT LINE,TYP. DO NOT SEAL ALUMINUM FLASHING —--—-- FIN.FLOOR WASTE GRADE Foorm EDGE OF ROUGH OPENING —FOLD LINE Guz rrpr.AL 5/4" x V/2" PARDI TRIM u WEATHER RESISTANT CAULKING DO NOT SEAL /�35�LIDING 5ECTION . z BARRIER INSTALLATION SC-ALE; 114"ml'-V E__4 ALUMINUM FLASWIN60 WINDOW 0 lo-4 C) T r----------------------------- - �4EAD u �/,N31/2" WARDI TRIM ATTIC TRUSS DESIGNER TO 12 WINDOW PROVIDE ALTERNATE u FOR BONUS ROOM WINDOW TR416SES L------------------------------- ------- TRUSS BEARING CAULKING BITUMINOUS TAPE 5%4"X(o" WARD[ TRIM SEALANT FINISHED ELEVATION 6/4" x 31/2" WARDI TRIM WINDOW INFALLATION 1/2 Cie SEALANT PROCEDURE —1/2" STRUCTURAL SPEATWIWz OM No. 2 Y ROOM KITCHEN 11H BEDRO FAMIL 1.VERIFY THE OPENING 16 PLUMB,LEVEL AND SQUARE. WEATHER BARRIER,CONT. 2.VERIFY THE WINDOW WILL FIT IN THE OPENING, WARDI FLAW, S[D[Ws W/ 014" LAP FIN.FLOOR 3.CUT WEATHER RE516TIVE BARRIER: MAKE A 6" CUT UP FROM EACH TOP CORNER OF OPENING AT 450 GRADE ANGLE TO ALLOW THE WEATHER 5ARRfER TO BE LAPPED OVER THE FIN AT THE HEAD OF THE WINDOW. MAKE SECOND AND THIRD CUTS UP AT 450 FROM 50TTOM CORNER$,MAKE LAST CUT UP AT CENTER TO TOP CUT. 4.FOLD WEATHER BARRIER UP AT HEAD AND INTO **� 5UILDING 5ECTION THE OPENING AT JAMB, AND SILL.STAPLE AT JAM55 WINDOW AND SILL,TAPE UP AT HEAD EXTERIOR t* SCALE: '14"rl'-O" 5. INSTALL SILL SHIMS AS REQUIRED BY WINDOW MANUFACTURER CAULKING (o. INSERT WINDOW IN OPENING AND SWIM,LEVEL AND FASTEN AS REQUIRED BY WINDOW MANUFACTURER. SEALANT 1.FOLD DOWN WEATHER BARRIER AT HEAD,TRIM AT HEAD OF WINDOW. ------------------------------- APPLY SIDE FLASHlIWj TAPE AT JAM55 AND AT 45' CUTS AT HEAD- GWB RDI TRIM z 2 5/411 x (V WA 0 '3. INSTALL HARDI PLANK TRIM AT BILL,JAMBS AND "HIGH WIND" ASPHALT SHINGLES ON 300 FELT ON '/2" 0-4 HEAD,(NO 45'MiTERS) ATTIC u U NOM.STRUCTURAL SHEATHING DECKING NAILED W/5d RING SHANK NAILS is 6"O.C,At PANEL EDGES AND TRUSS DESIGNER TO N 10. INSTALL ALUMINUM FLASHING AT HEAD.EXTEND 1/2" SEALANT INTERMEDIATE AND 4" OC AT COMPONENT AND W PROVIDE ALTERNATE PAST EDGE OF JAMB TRIM. FOR BONUS ROOM CLADDING EDGE STRIP 0 3 1/2"STRUCTURAL SHEATHING TRUSSES 1'-4 11.APPLY HEAD FLASHING TAPE,FOLD DOWN WEATHER BARRIER AND SEAL WITH DIAGONAL FLASHtW_s TAPE. WEATHER BARRIER,CONT. ------------------------------- TRUSS BEARING TP HARDI PLANK SIDING w/11/4" LAP No" GW15 CEILING u u /007� LUINDOLU lNeTALLATION - �4AFRDI PLAN< SCALE: 3"al'-O' OFFICE DATE OF ISSUE PORCH GA 5EDROom NO, 3 11-21-13 FIN,FLOOR DRAWN BY: GRADE if SHEET NO. GARDNER 3 MOM rl,*� 5ULDING eEGTl0N_ A-3 13042 SCALE: 114"al'-C" REVISIONS "WIGW WIND" ASPHALT SWIWSLES ON 300 FELT ON 1/2" NOM.STRUCTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS v (oll OZ.AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND V-411 CLADDING EDGE STRIP 0 3 —METAL DRIP ON Ix6 FASCIA ON 2x4 OUTR WGGE Q 24" OZ. 2x4 BUB FASCIA,TYPICAL I- SIMPSON W25A w/5-5d x 11/2" TO OUTRIGGER 4 5-8d TO ;L4 GABLE TRU55,TYP, METAL ROOFING ON GRACE ICE AND WATER SWIELD ON 41s" STRUCTURAL PANEL ON WOOD STRUCTURE f 24" O.C,TYP, //r-/4/' METAL DRIP ON Ix(p FASCIA ON x 2x4 OUTRIGGE a 24"OZ. Dr 2x4 BUB FASCIA,TYPICAL ;GE I- SIMPSON 1425A w/5-8d x 11/241 TO OUTRIGGER 4 5-6d TO GABLE TRU55, TYR. "HIGH WIND" ASPHALT SWINGLE$ ON 300 FELT ON '12" NOM. STRUCTURAL SHEATHING DECKING NAILED w/5d 12 RIW_s SHANK NAILS 0 6" OZ.AT PANEL EDGES AND INTERMEDIATE AND 4" OZ AT COMPONENT AND METAL ROOFING ON GRACE ICE AND WATER CLADDING EDGE STRIP 0 3 SHIELD ON %" STRUCTURAL PANEL ON WOOD 1 V-4" 2 SIMPSON P25A,OUTSIDE AND OPPOSITE SIDE STRUCTURE is 24" O.C.,TYP. 12 1��IDE,EA.w/ TO TRUSS 4 5-ad To Top PLATE,TYP, an Tn55 BEARING INSULATION REOUIRE�IENT5- METAL DRIP ON I* FASCIA ON TRUSS BEARING 2x4 SUB FASCIA, TYPICAL (TYPICAL ALL FLOORS,WALLS AND ROOFS) 2x4 WOOD FRAMED EXTERIOR WALLS R-13 BATT INSULATION METAL DRIP ON Ix(o FASCIA ON CEMENT F15ER VENTILATED 2x(o WOOD FRAMED EXTERIOR WALLS R-113 BATT INSULATION 2x4 SUB FASCIA,TYPICAL SOFFIT,TYP, ALL ROOFS, INCLUDING PORCHES R-30 BATT INSULATION WALLS AT ROOMS WITH WATER CLOSET R-13 BATT INSULATION I Wo TRIM, TYR CEMENT F15ER VENTILATED (AS ACOUSTICAL INSULAfION) SOFFIT, TYR 3. WRAPPED 2-2xI0 BEAM \—CEMENT F15ER VENTILATED SOFFIT,TYP, WOOD SPECIES: Ix6 TRIM,TYR BILL PLATES ON CONIC.OR 1" EXPOSURE CEMENT F15ER SIDING zp MASONRY - 50RATE TREATED SYP 7 EXPOSURE CEMENT FIBER$VING ON WOUSEWRAP ON 1/2' NOM. OTHER PLATES - 5YP ON WOUSEURAP ON 1/2" NOM. z 0 5TRJCTURAL 5WEATWIWs ON 74 STUDS HEADERS - STP. STRUCTURAL SHEATHING ON 2x& STUDS 16" OZ.w/R-IS BATT INSULATION, $TUC* - SPRUCE PINE FIR 16"O.C,w/R-IS BATT INSULATION, INTERIOR MISC. - SPRUCE FINE FIR GUS INTERIOR u ALL FASTENERS C-ONTACT[W-s ACO TREATED LUMBER SHALL BE PE;- STAINLE56 STEEL OR HOT DIPPED —GARAGE DOOR u GALVANIZED, THREADED ROD WOLDDOWN SYSTEM, TYR. 4" TW[CK 3000 PSI FIBER REINFORCED go 44 z CONCRETE SLAE,ON 8 MIL PVC VAPOR 0 M' BARRIER ON %9'o MODIFIED PROCTOR COMPACTED PILL w/TERMITE TREATMENT, TYP. 4" T14ICK 3000 P61 FIBER REINFORCED FIN,FLOOR 1 7 1 _li� FIN.FLOOR Z��CRETE 5 MIL PVC VAPOR BARRIER ON%% MODIFIED PROCTOR COMPACTED FILL tul TERMITE TREATMENT, All TYP. DRIVEWAY GRADE GRADE 77�g GAGAGE D E TYPICAL DATE OF FOOTING ISSUE 11-21-13 DRAWN BY: T'rFICAL WALL 5ECTION- /O"�iTNrFIGALWALL 5ECTICN- SCALE: 1/2"al'-011 SCALE: 1/2"-V-0" SHEET NO. GARDNER 4_3 A-4 13042 "PIG14 WIND" ASPHALT SHINGLES ON 300 FELT ON 1/2 u NOM,STRUCTURAL SHEATHING DECKIN63 NAILED w/8d RIWj SPANK NAILS a (oll O.C.AT PANEL EDGES AND z INTERIEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP 0 3 —METAL DRIP ON Ixb FASCIA ON 2x4 OUTRIGGER a 24" O.C. Dr 2x4 SUB FASCIA,TYPICAL 0 I- SIMPSON W25A w/5-8d x 11/211 TO OUTRIGGER 4 5p-W TO GABLE TW155,TYR. u T EXPOSURE CEMENT FIBER SHINGLES ON WM5EWRAP ON 1/2"NOM. STRIXTURAL SHEATHING ON 2x6 STUDS 0 16" O.C.w/R-n BATT INSULATION, t,21' GWB INTERIOR METAL ROOFING ON GRACE ICE AND WATER 12 5141ELD ON%" 5TFUCTURAL PANEL ON WOOD STF41CTURE a 2411 O.C., TYP. I- SIMPSON H23A w/5-6d x 11/211 V 41 TO TFW$S 4 5-66 To TOP -41 PLATE,TYP. 3 1,121 I T 12 TRU56 BEARIWs '�t"'�—METAL DRIP ON lx(o FASCIA ON 2x4 5UB FASCIA, TYPICAL CEMENT F15ER VENTILATED SOFFIT,TYP. I* TRIM,TYP. OPEN WRAPPED (oxb POST. z P4 u WRAPPED 6x(p POST. u 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 9 MIL PVC VAPOR z BARRIER ON%% MODIFIED PROCTOR 0 u COMPACTED FILL w/TERMITE TREATMENT, TYP. FIN.FLOOR u /xX' x GRADE TYPICAL tl TYPICAL DATE OF FOOTIw_2 FOOTING ISSUE 11-21-13 DRAWN BY: HIG P T*rFIGAL WALL 5ECTION 7_ SCALE: 1/2"al'-O" SHEET NO. GARDNER 13042 REVISIONS 05 DOWELS w/IV BEND INTO STEM WALL S DOWELS w/12" BEND INTO STEM WALL AND SLAB,COORDINATE w/DOWELS AND SLAB,COORDINATE w/DOWELO *5 BAR CONT. 05 BAR CONT. 8" CMU,GROUT ALL CELLS SOLID 4" THICK 3000 PSI FIBER REIWIRCED 8" CMU,GROUT ALL CELLS SOLID 4" THICK 3000 P51 F15ER REINFORCED 4" THICK 30M PSI FIBER REINFORCED 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON a MIL.PVCVAPOR CONCRETE SLAB ON a MIL.PvC VAPOR CONCRETE SLAB ON a MIL PVC VAPOR CONCRETE SLAB ON 8 MIL.pvC VAPOR BARRIER ON 56% MODIFItD PROCTOR BARRJER ON c-*%MODIFIED PROCTOR BARRIER ON 9$% MODIFIED PROCTOR BARRIER ON'B(o%MODIFIED PROCTOR COMPACTED FILL wl TEWITE TREATMENT,TYR COMPACTED PILL w/TERMITE TREATMENT, TYR COMPACTED FILL w/TERMITE TREATMENT,TYR COMPACTED FILL w/TERMITE TRIfATMENT, all x e- < 311 46 3000 PSI REINFORCED CONC.FOOTING Lu wl 1-*5 BAR$CONT.w/MIN.3011 LAP GRADE (VARIES) GRADE (VARIES) \</X < GRADE X\/ X/X/ N 5 BAR CONT, 3000 P51 REINFORCED CONC.FOOTING ----------------------------- 3WO P51 REINFORCED CONC,FOOTI�* --------- W/2 05 BARS CONT.w/MIN.3011 LAP ---- -------- ------- ---------- -------- w/2 05 BARS CONT.wl MIN.30" LAP A A X/ 1--oll THIG<ENED INTERIOR �� THICXENED 5L,45 E�)GE (GARAGE) to-3� 5 T E�l WALL. GARAGE - 5EAIRING DIROF 5LA5 FE�IUJALL FOOTING I eTCIF, NON r4 SCALE: 3/4" V-0" SCALE., 3/4"cl'-O" SCALE: 3/4--l'-O' SCALE: 3/4"al'-C" lk� THREADED SIMPSON LSTHD8 ROE),TYR w/ 24-1(od SINKERS, TYP.EA.GARAGE DOORJAMB SIMPSON 3/0 x 6" TITEN WD ROD COUPLER EMBEDDED 41/2",TYP.w/ P CUT WASHER u u VERTICAL THREADED ROE) HOLD DOWN SYSTEM. %`0 THREADED ROD CONT.FROM FOOTING TO ABOVE TOP PLATE.ALL THREADED RODS SHALL BE ANCHORED WITH SIMPSON TITEN HD TWD3634RC(ROD GRADE COUPLER)SCREW,AT ALL ROD PENETRATION$, PROVIDE A HOLE IN PLATE 1/4" LARGER THAN ROE), RODS MAY BE SPLICED w/SIMPSON CNW CONNECTORS.RODS SHALL TERMINATE ABOVE TOP PLATE AT 3"x3"xl/&` WASHER AND NUT TIGHTENED TO APPROX 25 LB/FT OF TORQUE.ALLOW MIN.OF 3 THREADS A50VE WASHER ALL VERTICAL RODS SHALL WAVE NUT AND WASHER AT SILL PLATE. SPECIAL ATTENTION SHALL BE PAID TO PRESISURE TREATMENT OF BILL PLATES AND ISOLATION OF METALS AT SILL. JA�15 FOOTING DETAIL- u 5-1 SCALE: 3/4"z-V-0" SIMPSON ABU(o(o ON 1/14 THREADED ROD EMBEDDED I" --T---,--------------------------------------------------------------- ----------------- INTO NEW SLAB w/17-16d TO L- ---------------------------- ---------------- POST r------------------ -----------------TT-------------------- *�--------- ----- I ----JCE----------- 4-4------------------------------------------------n t-�--------------------------- T-------------- r-------------------- 11 1 It I L* DROP r2 51Y DROP SLOPE DOWN 2" > SIMPSON A5U66 ON 1/2"0 VIN mwil EMBEDDED 7 THREADED ROD INTO NEW SLAB w/12-16d TO POST SLOPE DOWN 1" 31111 DROP TOM\ 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 6 MIL PVC VAPOR BARRIER ON%%MODIFIED PROCTOR EA I COMPACTED FILL w/TERMITE TREATMENT, TYR ------------ ------ - --------------- ----------------- - -- ------- IL----------L L----------:�il------------;---------------------------- z 31/2" DROP SLOPE DOUN 11/2" X 5 " DROP .0 100,1111 V/2" DROP u Mv 91 u SIMPSON ABU66 ON '/,"0 'u THREADED ROD EMBEDDED 1" INTO NEW SLAB w/12-1(od TO z um P05T R. col r2 51m, go u DATE OF 51`12" DROP ISSUE L 1-21-13 -------------------------------------------- — ----------------------- i—i------ --------------------------- ------ ------ ------ ------ ----- -- -------- -------------------- DRAWN BY: ------------------------------ HGP L--------- ------------ SIMPSON ABU66 ON-l� 5 1 M. THREADED ROD E INTO NEW SLAB w/ - T SHEET NO. FOUNDATION FLAN POST GARDNER SCALE: 1/4"ml'-V 1 13042 REVISIONS T DOUBLE TOP PLATE 2x4 OUTRIGGERB 9 SYR 24" O.C.ON TOP CWORD OF CAME TRUSS. L STRUCTURAL NOTES: SIMPSON DSP U/8-10d TO STUDS AND 6-10d TO AN BLOCK SWEATPING EDGES 14EADER,SEE r I - SIMPSON 1-125A w/5-10d x 11/2' TO DOUBLE TOP PLATE,TYP. 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the WITWIN 4'-0" OF GABLE OUTRIGGER 4 5-Ift x 11/2" To EA. authorities having jurisdiction over this type of Construction and Occupancy at this location. ENDS. GABLE TRUSS. SIMPSON MSTA wl IS-10d, TOP AT TOP OF TOP PLATE, shall work in conformance with all 2. The Contractor shall be responsible for the means and methods of construction and TYPICAL applicable codes and regulations. X TWREADED ROD ASSEMBLY - - X JACK STUD,SEE PLAN 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar KING STUD,SEI I DLAN situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code,2004 edition with 2006 supplements 5YP 0 OF TF L56 TYP.STUD H Uve Load,Roof-25 psf OF-G�0 5LE. T a,- TT OPENING Live Load, Floor-40 psf P CRC"-[Wx w/3- Live Load,Open Balcony-60 psf I - SIMPSON W25A w/5-10d x 11/211 To Dead Load,Floor - 15 psf unless otherwise noted LATERAL BRACE 4 5-Ift x I V2" TO EA.GABLE TRUSS. Dead Load, Roof - 15 psf unless otherwise noted A 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site I - SIMPSON MSTA13 w/8-10d 4811 is capable of providing min.2000 psf soil bearing. OC. \_SYP 2x4 LATERAL BRACE a 4611 J 6. If footing elevations shown occur in disturbed,unstable or unsuitable soil,the Architect shall be notified prior to continuing OZ.w/3-16d NAILS 6 EA.TRUSS CROSSING. the work. 7. Step footings below all sanitary and water lines. SIMPSON DSP w/5-0d To 5TUDS AND 6-10d TO SILL CONCRETE: PLATE,TYP. 2x SJJJ PLATE 2 1. Concrete has been designed in accordance with ACI 318-02,"Building Code Requirements for Structural Concrete, and ordance with ACII 301,"Specifications for Structural Concrete. SLAB shall be constructed in acc _`�G45LE END 5RAGING DETAIL 2 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with U ASTM C 172, C31 and C39: SCALE. Footings,slabs on grade and misc.concrete: fc=3000 psi -3000 psi T*r f Cast-in-place beams, columns and elevated slabs:fc OPENING 5TRAFFING k 6-2 J 5CALEI 1/2--rl'.V 3. Cement shall conform to"Specifications for Portland Cement"(ASTM C1 50). 2-SIMPSON WbA,OUTSIDE AND OPPOSITE rm to"Specification for Concrete Aggregate"(ASTM). SIDE INSIDE,EA.w/58dxI1/; TO TRJ55 4 4. Aggregate shall confo 5-8d To TOP KATE,TYP, 5, Water shall be clean and tee of substances deleterious to concrete or steel reinforcement. CIO I- SIMPSON 42.5A w/5-8d x 11/2' 1- SIMPSON 1-125A w/5-9d x 11/2 4.4 6. Construction within 1500 ft If the Coastal Control Line additional requirements: 2- SIMPSON MSTA2/w/16-10d TO TRUSS 4 5-ad To TOP To TRUSS 4 5-ad To TOP Cast-in-place beams, columns and elevated slabs: fc=5000 psi PLATE,TYP. PLATE,TYP. BRACKET nt ratio: 0.40 Maximum water-ceme F with ASTM C 1218. Maximum chloride!on content:0.15 percent by weight of cement in accordance U I- SIMPSON LCE4 (MAX)III/ 3 2 14-16d TO BEAM 410-16d TO 7. Reinforcing steel shall be ASTIVI A615 Grade 40 unless otherwise noted on the drawings.All reinforcing details shall 10 POST,TYP. conform to"Details and Detailing of Concrete Reinforcement"ACI 117. 8. Tolerances forfoundation andslab alignmentaswell as placementof reinforcement shall be in accordance with ACI 117, U "standard Tolerances for Concrete Construction and Materials" 2 SIMPSONMSTA2/w/16-10d 9. Ag concrete slabs on grade shall be the thickness indicated on the drawings over min.6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2"fiber length at Ilb/cy complying with ASTM C1 116. X 10. Slabs on grade shall bear on structural fill which shall be clean sand tee of debris and the deleterious material. Structural I- SIMPSON 112.�A w/�-W x 11/2 1 11 2-2x4h� 1-2x4AII fill shall be compacted to a density of a min.95%of the Modified Proctor Maximum Dry Density(ASTM DI 557). Fill shall- TO TF4165 4 5-8d TO TOP be treated with termite poison before vapor barrier is placed. FLA7F.TYP. k 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min.95%of the Modified Proctor Maximum Dry Density(ASTM D 1557)for a depth of a min.two feet below the bottom of the footing. RIE. E_ 1- SIMP50N H25A w/5-ad x 11/2 12. The following minimum concrete cover shall be provided for reinforcement: I- SIMPSON AC6 (MAX)w/ 14-16d To BEAM 4 14-16d To 3"-Concrete placed against and permanently exposed to earth POST,TYP. TO TRUSS 4 5-8d TO TOP ather,#6 bar or larger 2"-Concrete exposed to earth or we PLATE,TYP. 1 1/2"-Concrete exposed to earth or weather,#5 bar or smaller 1 1/2"-Concrete not exposed to earth or weather for the primary reinforcement,ties,stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap-spliced with the following minimum lengths: U ALI ERNAIE f"OR 6 ROO11 X #4 bars-21"min. #5 bars-26" min. #6 bars-32"min. #7 bars-46"rriln. 2-2x4AA 14. Reinforcing in footings shall be bent around comers or comer bars shall be installed. RICGE -1 t t 2- SIMPSON MSTA2/w/16-od 2- SIMPSON MSTA2/W116-10d 4 3-2x"'�U concrete placement. r I- SIMPSON M$TA2/w/16.Wd 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during Accessories which bear on exposed concrete surfaces shag be plastic tipped of stainless steel. WOOD: I- SIMPSON 1-125A w/5-ad x 11/2 1. All wood framing has been designed in accordance with"National Design Specifications (NDS)for Wood Construction", 2�X41111 TO tRJSS 4 5-8d TO TOP 2001 Edition. PLATE,TYP. ....................................................... or exposed to weather shall be treated with an appropriate 2. All wood members in contact with masonry, concrete soil 2J2X4/I/I I �2x4/1/1 I preservative suitable to the exposure conditions. H I- SIMPSON AC46 (MAX)w/ I! Ivanized meeting ASTM A153, 3. When ACQ treatment is used on any wood member, all nailing shall be hot-dipped ga ------------- ------------ --- 14-Irad To BEAM 4 14-16d TO Z Class C,or ASTM B695,Class 50.When borate treated is used, galvanizing shall not be required. 0 POST,TYP. U ations(NDS)for Wood Construction", 2001 Edition 4. Prefabricated wood trusses shall comply wfth"National Design Specific 2+4/1/1 1- SIMPSON W2BA w/5-ad x 11/21, (ANSI/TPI 1). ate Connected Wood Trusses and"Design Specifications for Metal PI TO TRUSS 4 5-ad To Top PLATE,TYP, hall be designed by the truss manufacturer's registered Engineer. 5. All trusses s I- SIMPSON 1-125A w/6-ad x 11/2 TO TRUSS 4 5-W To TOP PLATE,TYP. 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered all include the rated load capacity of the truss to truss connectors,the reactions Engineer for approval. Design notes sh Z AT ALL SIMPSON 1-12.5A m p d. e X IJ at all bearing points and the manufacturer's license to fabricate trusses using the connector syste ropose Th 0 to the Design Professional. LOCATIONS,TWE USE OF Contractor shall review and approve shop drawings prior to submitting I-SIMPSON SDUIC, SCREW 15 APPROVED, ry bracing during installation of trusses,shall comply with TPI HIB 91. 7. Handling and erection,including tempora . 1 -4 1- SIMPSON LCE4(MAX)w/ 9N514WAFM%WAM 4 10-16d TO U All gable end walls shall be balloon tamed or braced in accordance with the details as shown on the drawings. 8. 6X6 PMT. _d L 3-NIO/2/2 3.;�1011/1 3-2x 1/1 3-;xI0 N 9. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie or approved equal. 0 t= 10. All anchor bob and thread ed rods shall be In accordance with ASTM A307,Grade A or ASTM F 1554,Grade 36. - - - - - - - -1- - _L - - L _ -JE DATE OF CQ pressure treatment shag ISSUE 11. A1 metal connectors which are exposed to weather or in contact with masonry,concrete or A I- SIMPSON W25A w/5-8d x lt,2" _'� I be galvanized per ASTM Al 53, Class C,ASTM B695, Class 50 or be stainless steel Type 316.AN anchor bolts, I - SIMPSON MSTA2/06-10d 1-21-13 threaded rods and associated hardware within 1500'of the Coastal Control Line shag be galvanized. A-3 2-SIMPSON W25A,OUTSIDE AND OPPOSITE I-LATE,TYP. A-3 DRAWN BY: 3 SIDE INSIDE,EA.w/5-5dxI1/2" To TRUSS 4 To TRUSS 4 5-8d TO TOP 12. Anchor adhesives shall be Simpson Strong-Tie"SET"Epoxy. Embed holes shall be drilled and cleaned according to 5-W To TOP PLATE,TYP. 10.-V Simpson Strong-Tie instructions for the anchor size and depth required. I- SIMPSON W2BA w19-8d x IV2" To TRUSS 4 5-96 TO TOP SWEAR WALL_SIEATWIWj AND PLATE,TYP. SHEET NO. ROOF FRAMING FLAN NAfLIWQ I/z" NOM,STR14TURAL PANEL SWEATWIW-i NAILED UTW e6d GARDNER SCALE: 1/4"al'-O" O.C.ON EDGES AND 6 u OZ. a INTERMEDIATE FRAMING,"L AND OF'TF :40�11w/3-T( `Xc F_ T 43-2x /I/I. BLOCK ALL EXTEMOR WALLS AS S-2 &4EAR WALLS. 13042 REVISIONS ILECTfRICAL LEGEND $ WITCH,SINGLE POLE WITCH,TWREE-WAY SWITCH,FOUR-WAY SWITCH,RHEOSTAT T llov DUPLEX OUTLET 44 IIOV DUPLEX OUTLET w/MOUNTING HEIGHT $UP JI0V DUPLEX OUTLET,WATERPROOF llov DUPLEX OUTLET,FLOOR MOUNTED IIOV DUPLEX OUTLET,CEILIW_%MOUNTED IIOV DUPLEX OUTLET,HALF SWITC14ED u A/C lov DUPLEX OUTLET ON DEDICATED CIRCUIT COMPRESSOF 0 220V OUTLET PAD T lJov DUPLEX OUTLET,ARC FAULT Lmg MW 4 IIOV DUPLEX OUTLET,ARC FAULT,HALF SWITCHED 44 ICE C) llov DUPLEX OUTLET,GF1 ---—--- REF. C) JUNCTION BOX LAUNQ_,-�_ @ DOOR CHIME BUTTON KITCHE GARAGE u DOOR CHIME -�4 6VKE /CARBON MONOXIDE DETECTOR DININ NOOK cn PATvCOM51NATION PHONE TV OUTLET PANTRY u A PHONE .3 ,�'v TV,CABLE LIGHT FIXTURE,CEILING MOUNTED,CAN TYPE FAMILY ROOM LIGHT FIXTURE,CEILING MOUNTED,CAN TYPE EYE BALL LIGHT FIXTURE,CEILING MOUNTED FORQ4 T [C!);YER E-0--o >� Apr__ '-"ORCW LIGW FIXTURE,WALL MOUNTED LIGHT FIXTURE,UNDER CA51NET MOUNTED A/C LIGHT FIXTURE.SOFFIT MOUNTED wF` LIGHT FixTuRE,2-48" BULB FLUORESCENT L PANELBOARD,12" TO TOP DISCONNECT,12' TO TOP STO v (D 4 FOYER Ll --------------- -------- - - - - - - CEILING FAN w/LIGHT KIT v ------ - -7 ru --------------- rTRAY CEILING IABOVE 4 (L MAS q 7 sWT CEILING FAN w/o LIC t 5ATH 49 19 E R IN 2 >-4 < 0 ELECTRICAL CONTRACTOR$WALL PROVIDE COMPLETE SMOK�E /CARBON MONOXIDE DETECTOR SYSTEM ----- L---- ------ - ----- OFFICE7 AS REWIRED BY CODE P4 MASTER u 5EDRoom No. 3 0 SHALL BE IN TUB ALL ELECTRICAL WIRIW ACC�ORDANCE WITH 20M NATIONAL 361, RAIL PROVIDE ARC-FAULT 04 ELECTRIC CODE. H CIRCUIT INTERRUPTERS IN ALL BEDROOM$ PER ARTICLE 210-12. z ELECTRIC CONTRACTOR SWALL INSTALL ALL BOXES AND io. HAVE OWNERS APPROVAL OF LOCATIONS AND QUANTITY pRIOfR To BEGINNING UIRIN6.5. < u ELECTRICAL PLAN. FDAT�E OlF ISS7ISSUE 1-21-13 DRAV�N BY. SMET NO. GARDNER E- 1 13047