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37-041 Fortier Old Wison Rd 1st Section Details(1)
First Floor0' - 0"Second Floor9' - 0"Roof18' - 0"Basement-8' - 6"T.O. Footing-5' - 3"B.O. Footing-5' - 11"Foundation-1' - 2 1/8"2ply 12" LVL hip2x8 ceiling joist2x4 soffit framing off 2x8 ceiling joistspf #2 2x12 ridge3' cantilever I-joist(self supporting)3/4" pt plywood @ this area12" AJS20 series I-jst 16" o.c.rimboard(non-structural attachmentto prevent bounce)existing house framing on piers1/2" CDX plywoodmatch existing house2' - 1 3/8"min 48" below finish grade4' - 2"R-40 blown cellulosevinyl siding7/16" zip wallzip tape2x6 studs16" o.c.keyway typical2" concrete rat slabcompacted gravelR-38R-21window headerblockingrequired3/4" Advantechglued & nailedH2.5A hurricane tiesattach w/ (10) 10D 1-1/2" nails (5)through top & bottom plates& (5) into rafterdouble 2x6 top plate typicalroof rafterNote: placement is best@ outside of wall1½" minimum end bearing length8D ringshanknails through Boise rim & intotop & bottom flangeBoise AJS I-joistspf #2 -2x6 wall studs16" o.c.double top plate(2) 10D nails per joist bearing(2) 10D nails perjoist bearing2x6 sill plate2x6 pt plateBoise 1-1/4" x 12" Rimboard3/4" T&G EdgeGoldsub floor glued & nailedw/8D ringshank nails6" o.c. edge nailing12" o.c. in fieldBoise AJS202-1/2" x 12" I-joist16" o.c.8D ringshank nailsnailed to top & bottom flange6" o.c.I-joist nailed w/8D ringshank nailsto pt sill 8" o.c. both sides of flange(set joist to sill first, then apply rim)foam sill seal2x6 spf #2 studs 16" o.c.PL400adhesivenew cast in place 8" concrete stemwallnew continuious spread footing1/2" anchor bolts6' o.c. & not more than 12" from ends6" dia. perforateddrain tile(below floor level)3/4" crushed stonefilter frabricabove & belowpipe6" ofcompacted gravelKeywaynew 2" concrete rat slab6mil polyfoam sill sealAdditions, Renovations & New BuildsScaleProject numberDateDrawn byChecked byResidential DesignServicesAs indicated8/15/2014 8:54:38 AMA102Wall SectionsProject NumberNorthampton MaJane & RogerIssue DateAuthorCheckerNo. Description Date 1/2" = 1'-0"1Section 1 1 1/2" = 1'-0"2Hurricane Tie Detail 1 1/2" = 1'-0"3I-Joist End Bearing Detail 1 1/2" = 1'-0"4Paralell Joist Attachment Detail 1 1/2" = 1'-0"5Foundation Section