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24C-137 Fortier Fourth St Final - Sheet - A103 - Wall Sections
First Floor0' - 0"Second Floor8' - 6"Roof16' - 6"Basement-8' - 9 1/2"T.O. Footing-9' - 1 1/2"B.O. Footing-9' - 9 1/2"Foundation-0' - 11 1/2"7' - 10"0' - 4"0' - 8"blockingspf #2 - 2x10 - 16" o.c.1x3 strapping& 1/2 gyp boardR-40vinyl siding7/16" Zip plywood2x6 spf #2 16" o.c.R-21 Roxo insulation1/2" Gyp wall boardasphalt arch shingles5/8" T&G zip sheathingroof trusses 24" o.c.R-40 insulationH2.5A hurricane tie(2) 2x10 header3-1/2" concfilled Lally colspringfieldplate8" - 3000 psi @ 28 daysconcrete stemwall4" concrete floor6" of cleancompacted fill2'-6" square x 8" deep pierkeywaykeywayridge ventvented soffit2x6 sub-fascia2x10 rim2x6 sill platedouble 2x6 plateverify existing pitch & matchLevel 8-1' - 0"conc stairs1' - 0"roof trusses 24" o.c.30 yr. Arch.asphalt roof shinglesIce & water barriermin 3' up eaveline5/8" Zip boardover trussesdouble 2x6 top plate typicalspf #2 wall studs 16" o.c.7/16" Zip wall boardw/ taped seamsvinyl sidinglAlum. cap flash5" Alum. gutter2x8 sub-fasciavented vinyl soffitAlum drip edgecustom Alum. eave trim1' - 0"truss spacing2' - 0"vinyl siding5/8" "J" trim vinyl soffitcustom bent alumrake trim2x6 sub-fascia1x3 furringAlum. drip edge5/8" Zip sheathing30 yr asphaltarch. roof shingles2x6 spf #2 24" o.c. ladder frameroof truss7/16" Zip wallH2.5A hurricane tiesattach w/ (10) 10D 1-1/2" nails (5)through top & bottom plates& (5) into rafterdouble 2x6 top plate typicalroof trussNote: placement is best@ outside of wallconcrete filled lally column3ply 2x10 spf #2basement beam(4) -5/16" x 2-1/2"wood lags w/3/8"washers8"x 5-1/2"springfield plate28' - 0"5' - 0"16' - 0"cantilevertrusstruss type "A"truss type "B"truss type "C"match existing heel height7' - 0"1' - 0"21' - 0"1' - 0"1' - 0"1' - 0"1' - 0"4.5"12"9"12"4.5"12"9"12"9"12"4"12"4"12"4"12"4"12"9"12"9"12"9"12"Keyway0' - 8"1' - 4"virgin soilmin.0' - 8"#4 rebar cont. in top of walllocate in center of 8" stemwallBituminous sealer8" wide cont. stemwallmin 3500 p.s.i. @ 28 daysclean fillcompact in 2' lifts16" wide cont footingmin 3500 p.s.i. @ 28 days1/2" anchor bolts min 6' o.c.and not less than 12" from endsw/ a min of two bolts per run7" embedment0' - 8"expansion filler8' - 0"Verifyconcrete stem wall& anchorage(see FDN drawings)sill plate w/ foam sill seal2x10 joistLUS26Simpsonface mt. hanger2x6 p.t. ledger(4) 16D nails16" o.c.each floor jst.(2) rows of3-5/8" Ledgerlockscrews 12" o.c.2x6 spf #2 studs 16"o.c.ScaleProject numberDateDrawn byChecked by21 west st. - west hatfield, ma. - 01088413.247.8300As indicated12/18/2015 3:56:21 PMA103Wall SectionsProject Number11 Fourth Ave.FlorenceFortierIssue DateAuthorCheckerNo. Description Date 1/4" = 1'-0"1Section 1 1 1/2" = 1'-0"212" Overhang Detail 1 1/2" = 1'-0"3Gable Detail 1 1/2" = 1'-0"4Hurricane Tie Detail 1 1/2" = 1'-0"5Lally Column to Beam Detail 1/4" = 1'-0"6Truss Type 1" = 1'-0"7Typical House Foundation Wall Detail 1 1/2" = 1'-0"8Deck Attacment 2x10 Floor Frame