17A-062 Fortier Garage Addition2 - Sheet - A103 - Foundation & 2nd floor framing24' - 0"30' - 0"24' - 8"Verify5' - 4 3/4"5' - 6"2' - 0"9' - 3"1' - 6"9' - 3"2' - 0"3' - 4"5' - 6"4" concrete floor0' - 8"1' - 4"1' - 4"0' - 8"16" footing cont.min 3000 psi8" concrete stemwallmin 3000psi @ 28 daysdrop top of wallper gradedrop top @ OHDper gradedrop top @ OHDper gradepin to existingpin to existing(2) Hold downs for portal frame(2) Hold downs for portal frame(2) Hold downs for portal frame2A104Note: 1/2" anchor bolts min 6' o.c.min 2 bolts per run and not less than 12" from ends3' - 4"2' - 7"(2) 12" LVL headerfull length of wall14" AJs 20 series i joist 16" o.c.boise 14 rimboise rim 14"14" rim(2) 2x10 header(2) 2x12 headerremove existing porch rooffind & match second floor hightexisting floorexisting framing of low roof2x6 rafters let-in to stud wall2x6 rafters let-in to stud walllow apron roof(2) 2x10 header(2) 2x10 header2x6 fascia(2) 2x10 headerblend to existing4' - 6"build cricketexisting wall2A104 min 2' with 2 story1/2"" x 7" embedment (10" long)anchor boltR.O. height of overhead door0' - 8"#4 rebar not more than 5" down from top concreteLSTA24 w/ (18) -10d nailsinside face of jack studHeader 12" LVL doubledouble 2x6 top platespf #2 2x6 wall studsexteriorinteriorSimpson STHD14(24) 16d sinkers per strap2x6 king stud2x6 p.t. jack studto concrete floorfor door track1/2" plywood fillerSTHD strap on outside of 7/16" exterior sheathing(nail strap from bottom to top)embeded portion of STHD14 strapjack platemarry opposing wallplates to perpendicular walls8d ring shank nails3" o.c. vertically centered on studs3" o.c. square 8d ringshank nailing pattern vertically& horizontally on headerover shear wallSTHD straps on outsideof sheathinghorizontal blocking may be necessaryto attach siding & gyp bd.set STHD strap in 1/2" fromoutside face of concreteset STHD strapin 1/2" fromoutside face of concrete R.O. width of overhead doortwo studs requiredper STHD strap widthof 3" wide1/2" plywood filler2x6jack platedouble top plate16d sinkers4" concrete floormin 3000 p.s.i. concretestemwall - 8" wideLSTA24on exteriorover sheathing#4 rebarnot more than 5"down from topof concrete wall1/2" x 7" embedment (10" long)anchor boltssheathing & nailing pattern not shown for clarityuse pattern shown @ right side through-out entire door3" o.c. 8d ringshankhorizontally on all plates2x6 p.t. jack studFRONT VIEWSECTION VIEWNOT TO EXCEED 10' STUD WALL HEIGHTexisting FDN wallexisting footing#5 rebar min 16" longinstalled 16" O..C. vertical8" embedment ea. sideinstalled at center of conc wallnew cast in place 8" concrete stemwallmin 3000 psi @ 28daysnew continuious spread footing1/2" anchor bolts6' o.c. & not more than 12" from ends6" dia. perferateddrain tile if required by site conditions3/4" crusged stonelandscapefabricFDN sealerkeywayScaleProject numberDateDrawn byChecked by21 west st. - west hatfield, ma. - 01088413.247.8300As indicated6/30/2016 10:32:58 AMA103Foundation & 2nd floorframingProject NumberWhately, Ma.LaBrecqueIssue DateAuthorCheckerNo. Description Date 1/4" = 1'-0"1Found Plan 1/4" = 1'-0"22nd Floor Framing Plan 3/4" = 1'-0"3Shearwall Detail for two Story- 24" 1 1/2" = 1'-0"4Pinned Existing Foundation Wall