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ROBIN BUILDERS, INC. <br /> L YONS, GEORG/A <br /> 0 <br /> •N <br /> O <br /> moo O� O <br /> GENERAL NOTES �� <br /> O0 <br /> o 3 <br /> o� <br /> 1.THIS STRUCTURE HAS BE13V DESIGNED IN ACCORDANCE WrtNC C CODE, 12.ALL WIRE SHALL BE B12 THHN SOLU)COPPER WITH GROUND.WIRING - a a <br /> 2D77 FLORIDA BUILDBK3 CODE 861 F9TITON,2014 NAIONAL ElE PROTECTED PER 2014 NEC. FDC7URE LOCATIONS 8 TYPE MAY VARY. <br /> 2017 FLORIDA FIRE PREVEN110N COD£AND ASIDE 7-10 FOR 180 MPH WIND VELOCITY ' <br /> (B SECOND GUST OGIOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 1&ALUMINUM WINDOWS-TYPE,SITE,QUANTITY AND LOCATION MAY VARY. <br /> 2IlAMAXIMUMM WINDOW SE 48•WIDE x W HIGH. m�' <br /> AAII.LlODERT APPIL LCODEB. Iir IN ACCORDANCE WRH THE Afi.."'V2 CODE AND "1,4,OPTIONAL EXI7ERIOR WALL COVEfNINfd81NCLUDE CORRUGATED ALUMINUM. <br /> MESA 4'LAPALUMINSS•PTT 111&DIN VINYL SDINO <br /> &BURDINO CLAB9FIED AS RESIDENTIAL LAWN STORAGE 501125 PSF FLOOR LOAD. W�@NERGY BACKER FIBERCEMENT PANEL YCARBONATE. <br /> OR LP SMARTSMEROOF COV�tINGSIINCWDE29GA 0ALVALU6E STEEL cl m,o <br /> NOTFORHABITATION. SHINGLE ROOF OVER I?PLYWOOD WTTN 2LAYERS OF 16 L8.FELT OR t wam - <br /> 4.WRITIM DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. FERMATILE OVTR7ITB•OSB AND 15 LB:FELT. " FMw zo . <br /> 5.OUTSIDE OVERALL DIMENSIONB CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 1&USE 2-1/4•x JX1S`GALV RING SHANK NAILS FORALL CONNECTIONS BETWEEN C a n c <br /> SPACING SHALL NOT EXCEED L1L1R3 AS INDICATED. W000.ENGINEERED W000.AND FIBER CEMENT SmINOS AND FlNALIE C F o a w> <br /> S.ALL FLOOR SKID B JOIST LUMBER 70 BEN28YPKDPT 16.3W PLYWOOD FLOORING SURFACE NAILED WITH T x0.120•GALV.NAIL SPACED 5 0 2;:oz <br /> ALL WALL PLATES,BTUDB S RAFTERS LUMBER TO BE(f1 SYP KD V EDGEI/0'OC FlFJD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. 0 3 <br /> 7.ALL WOOD WRAITH B•OF QRADE GRIN CONTACT WITH MASONRY SWILL BE : yJv o a - <br /> PRE3HIVATIVE TREATED IN ACCORDANCE WlilN AWPA W AND 17.FOUNDATION FOOTING AND ANCHORING OF UMT WILL BETHE OWNERS <br /> FASTENED WITH GALVANIZED FASTEI�RB. RESPOId318tLfiS/TO CFECKWfTH L�OCA�L CODEAUTLtORITYTO yEpIFy SPECIFlC p <br /> IREMEM8AFFECTING THE IN8'TALLA SETUP AND IITLLRY <br /> 8.TRUSS DESIGNED TO SUPPORT AL•LL m 35 PSF. ��IL FOSTOTMRECO�MtPL�lA1JQ RICE ITIi�LOCAL,COUNTY ORM LL-IPAL CODE O o a o <br /> &ALL ALUMINUM 8IDINGlROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B,7DB. REQUIREMENTS FOR THIS STRUCTURE. irmekC" . ' <br /> 92JXq MINIMUM YIELD STRENGTH. 1S.ROOF DRAINAGE PER 1503A NL RB03.4 6SSS'"'""'si <br /> 10.USE M8Xt TYPEASHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN ..K..�a..,.r.,�..e ' <br /> ALUMINUM LAP SIDING AND FRAME USEN8 X 3W WITH 1fT NEOPRENE SACKED <br /> WASHER ACHED ON CONNECTIONS BETWEEN ROOF AND FRAME STRUCTURAL LOAD LIMITATIONS LROB <br /> FOLLOWS: <br /> ROOF -PERIPHERAL LAEMIMIS SOC mm.,°'" BULDRS INC.ROOFBIDING-INTENORMEMBER310'OC FLOOR LIVE LOAD: 6'rmu,"" bm .STATESY.SIDING.1'COCBOTTOM F'ERUE,�J2. -a 50/125 PSF GA <br /> 6 32GA 65 <br /> 11.DOOR SHALL BEYXY8TEf3.TUBE WELDED FRAME WITH AN ALUMINUM ROOF LIVE LOAD: <br /> PANEL INSERT A 30 PSF <br /> WITH STRUCTURAL LINERAND PIANO HINGE DOOR IB <br /> ATTACHED TO VE RACAL DOOR JAMB.OP ZONAL DOORS INCLUDE ROOF SNOW LOAD: `T11111 N NrrT� <br /> DOUELEALUMINUM DOORg,GARAGE DOOR AND PREHUNG STEEL DOORS.TYPE. NOT APPucABLF <br /> 3�,QUANTITY AND LOCA7fON MAY VARY.DDOR NOTSUB,Ef.TTO HEIGHT �SH,E V��.,� AMERICANA, RUFFY <br /> AND WIDTH REQUIREMENT IF BUILDING IS<4400SF PER FBC 1010.1.1(8�. WIND LOAD: �: FLORIDIAN, GAMBREL <br /> A ULTIMATE 160 MPH;NOMINAL 124 MPH U BARN, GREENHOUSE <br /> B.RISK CATEGORY 1 ` Nn.524.19 CLASSIC, PORCH <br /> C.B WIND EXPOSURE CATEGORY <br /> D.GCPi a+-.55 INTERNAL PRESSURE 21P Of <br /> ',o%. BDOEOF -IBC 2017 " <br /> '12-20-17 1 of 6 <br /> NONE <br /> PSI APPROVAL 201"1-15 <br />