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ROBIN BUILDERS., INC. OEM: <br /> L YONS, GEORG/A <br /> o. <br /> O N <br /> GENERAL NOTES <br /> 0 <br /> 1.THIS 8TRUCPLM HAS BM DESKMM tR ACCOFU)PXW WITH THE 12 ALL YYBNE SMALL BE I THIN SOLID COPPQNVVITH GROU ND.W6@fGa a <br /> �17 FLORIDABUBJXNO 00DE 801 EDITION,2D14 NAN]NAL ElECIRIC CODE'„ PROIECIm PHt2014 NEC. FDCMNE LOCATIONS&TYPE MAY VARY. <br /> 2017 FLORmh FIRE PfEVE3f&C00H ADD ASCE 710 FOR 160 MPH WILD VELOCITY <br /> (3 SECOND GUST16EMOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS-TYPIE SC.QUANRiYANO LOCATION MAY VARY. <br /> 2.,e& R"IL4AALABOR SHALL BE ACCORDANCE WITH THE ABOVE CODE ADD MAXIMULIW08)OW 812E 48'WRX:z98' 12 c <br /> ALC g 14.OPMMEXTERIORWALLCOVERNGS NCINDE COARINGAT®�� �o+ti <br /> ME&AALLIMINUM.4•LAP ALUMINUM,GV PT T-111 BMW%VINYL SM43 <br /> 3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE WM25 PSF FLOOR LOAD. WITH H RACE B11C1�R fEF7fE P ROOF � PAN R EL POL�YGJ iA7E, _ N <br /> Ndi FORINBRATION.' SHINGLE ROOF OVER I r PLYWOOD WITH 2 LAYERS(1 OF 13 LB.FELT OR 2 ui9 m <br /> 4.WRITTEN DIMENSIONS SHALLTAKE PRECEDENCE OVER SCALED DNLENJSICIPM PERIATBE OVER 7Ar%2 AND IS LB.FELT. y Fin •O <br /> S.OUTSDEOVERALL LIIMENSIONB CAN VARY BtTWE731 LIMITS As SIHDMRN.GIRT MEMBER <br /> 8?ACNGBWW.NDT E7LCEtD LIMR8 N180DICATf�. WOOD.ENG•I DANN <br /> BF S9ALL CONNECTIONS BETWEEN <br /> NBWOPoAFRCBE NaN OW <br /> SIDINGS AND FRAME <br /> 0 <br /> B.ALLFLOORSIDD&J018TLUNl 1OBEf2SYF lHD PT 10.31P PLYWOOD FLOTMOSURFACE NWU�WIIH S'zd120.OAI.V.NAIL BPAC® ozN 2 <br /> ALL WALL PLATE8,,81LDS&RSIR. ULEERTa tE�SYP 10) B•EDGEN 10.00 FIELD.F1.00PoNO OR�TI®PHZPBdDiCJLARTO F1.00R JOISIS. m 1°om -O wl 3 <br /> 7.ALL WOOD WRLIW B'OF GRADE OR N CONTACTWPIH MASONRY SFWLBE Z Nov <br /> P1�ATNETREA7EDNACOOROMICE WTIH AWPA Ut AND 17.FOUNCIATKIN FOOTING AND ANCHORING OF UNITWILLSEMECYNNFRS m a <br /> FASTENED WITH GALVANIZED FASTBNHtB B TO WITH <br /> THEINSTALLATION. NJD�U VERIFY SPECIFIC M�t TLL q O& <br /> 0.71tUBS DESIGNED TO SUPPORT DL*LL Sti PSF. COt/ 0 PTO BU �T N LU� =UyME8A CPEL�E <br /> REQUIREMENTS FORTMNS STRUCE �h.raO <br /> IL ALLALULBNSIM SDRNGR2OORM TO BES00N ALLAY CON FORMING TO ASTM B.M% 'ftft <br /> S WOO MBUMM YIE D STRENGITlf. 1L ROOF DRAINAGE PER 1603A&R803A t'•` <br /> 10.USEfB X 3W TYPE ASHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN <br /> ALUMINUM LAP BIDING AND FRAMF-USE98 XBFM•WITH 1Q'NEOPREMESACED <br /> WASHER CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS <br /> SPACING AS FOLLOWS: <br /> ROOFN8DN0-PERIPHERAL MEUB£RBEOC irfri ioA .B INC. <br /> ROOF/8HD&IO-Mi3i10R MEMBERS 1Q CC FLOOR LINE LOAD: n�sosn A <br /> BDINXN-12'OC BORON TITER. A 50/t25 PSF v�®u ` <br /> 11.DOOR SHALL BE I•X1'SEEL TUBEWELDED FRAME WITH AN ALUMINUM ROOF LOAD: 812N 6� 8 <br /> PANEL INSERT WITH STRUCTURAL LNERAND PIANO HINGE DOOR IS <br /> ANTACHEOTOVERTICAL DOOR JAMS.OO ROOF SNOW <br /> DMSGAD ANDARY DOOR� STEEL DOORS.TYPE. P ��QUAM DO DHIROR ``` f�H'E,LO,� WSTEEL <br /> F'TYAND WIDIT1 dT IF BUILDING B<44003F PEN FBC 1010.1.1(4 WIND LOAD: •.p� BRELAULTiYAIE 160 MPH;NOMMAL 124 MPH : USEB.Rm(CATEGORY 1 Na 6818Y HC.B WIND EKPOSIRE CATEcan *: :* <br /> D.GCpi a♦-.55 O11SiNAL PRESSURE qq• i/12/20T B, <br /> F••"••R?�'•` 92-20-17 1 of 8 <br /> All NONE <br /> PSI APPROVAL 2DIS-01-15 <br /> ALL WORK SHALL CC)MPLY WITH PREVAILING C EVIEW DATE®EC 1 6 201E <br /> CODES FLORIDA BUILDING CODE, <br /> NATIONAL ELECTRIC CODE, TY OF ZEPHI'RH S AND THE CITY OF ZEPHYRHILLS PLAN EXA+Af11NE►3 <br /> ORDINANCES / <br />