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VS :: Plan View <br />P 2 scale: t4'=1' <br />Tom Hubbard wpetsxe pya <br />16611 Rodeo Dr. o� z suwgvni oualc <br />Lodi, CA 95240 SCOPE OF WORK <br />Imt�1 prepay xM 2 Das1r an eNs(Yq syb rrah andxws, 2 N pnxxM vnN cdxrMa <br />Design Cdteda <br />20102016 CBGCRC <br />Wutdspeed 110 MPH, ExposureC <br />Framl g Dead Load 6 psf <br />Risk Category:i <br />Seism c Site Gass:D (No Report) <br />Maximum S5 2.200 <br />Seismic Design Calegory:E <br />Per CBC Table 16062 <br />Bearing Pressure=1600psf <br />lateral Bearing=200psf (1 S08,3.4) <br />Framing live Load 10ps1 <br />Snow Load Opsf <br />Tuscan Pergola <br />100%westem retl cedar <br />Select Structural Grades and <br />Futi Sawn Sties <br />unith <br />-6x6 post in grod 34' w <br />ready mb(CorIQete or <br />-6x6 post attached to existing slab <br />Or <br />footer with Simpson RPBZ post <br />base and 3W Dia wedge anchors <br />per Simpson specs <br />-4x10 headers <br />-4x10 Curved Brackets <br />-4x8 joist 24' o.c <br />-2x4 sWpptng 6'o.c <br />-6/B' ell thread bolts <br />�' rirg shank, gatv nails .120 dia. <br />V3 :: Detail Pergola Slde <br />P 2 scale: t&'=7' <br />OPTION 3, POST INSTALLATION ON SLAB <br />6'x8` Post must be located a m101mum of <br />12' away from control <br />Joint or slab edge <br />Simpson RPBZ Anchor <br />1/4• x 1 1/2" Strong -Drive SDS Heavy -Duty Connector <br />3/6' Dia, Anchor <br />Nominal Slab Th <br />ickness minimum <br />��:: Detail Post On Slab <br />=1' <br />BACKYARD CONSTRUCTION, INC. lERR11URT MANAGER <br />6510 Box Spnng Blvd, Suite A Mark Czopek <br />Wv' ccde'o Oar 916-661-2073 <br />mzopek@Imoutdoor.com <br />4'x10' Header <br />Bea, 5/B' All thread bolts <br />wlth nuts and washers - <br />i� <br />4'x10' Knee Brace <br />D4 : Detail 4"x10" Knee Brace B'x6' Post <br />P 2 safe: 1'=1' <br />h <br />C <br />y2' shoulder creates <br />6•x10• connection area <br />•S'x8' Post EDI <br />L:: <br />2 3'x.120' Ring shank <br />--galvanized nails <br />3 ea 2'x4" strip at ea Joist <br />3'x.120' Ring shank <br />galvanized nails <br />3 ea side of ea Joist 4'x6' <br />at ea header <br />y Zea 5/6' All thread talcs <br />with nuts and washers <br />:: Detail Post Header <br />scale: <br />OPTION 1, POST INSTALLATION IN GROUND <br />8317.1.3 Geographlwl Areas. <br />In Geographical areas where experience <br />has demonstrated a speeiNe need, 6'x6' Post <br />approved naturally durable or pressure- Grade <br />precervative-treated wood shall be used <br />for those portions of wood members that <br />f th I f <br />arm a structure supports o buildings, Ready Mix Concrete <br />balconies, porches or similar permanent Fill 2' Fro <br />m Grade � <br />building appurteances when those 15'x15" Square ' <br />members are exposed to the weather x 34' Deep <br />without adequate protection from a roof, I <br />eave, overhang or other covering that would <br />prevent moisture or water accumulation <br />on the surface or at Joints between members. <br />1'-3' <br />Minimum 1500 PSF <br />Soil Bearing Capacity <br />15"x15" Square x39" deep <br />Tuscan <br />�.. Detail Po in Ground <br />Pot scale: Vi'=1' <br />DESIGNER OPTIONS <br />Glen Johnson �i <br />225.205.8852 <br />