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23A-296 FortierNonotSt2 revised A102
UPFirst Floor0' - 0"Second Floor8' - 0"Roof15' - 6"Basement-8' - 6"Foundation Layout-9' - 3"B.O. Footing-9' - 11"Foundation-0' - 9"0' - 8"minimum 48" below finish gradeH2.5A hurricane tiesroof trusses 24" o.c.6" of compactedsoil w/ 6 mil polykeyway typical5/8" gyp bd type xon ceiling & house wall30 yr arch roof shingles5/8" cdx plywoodw/15# felt2x6 spf #22x4 spf #2midspan blocking4" concrete floorvinyl soffitpt sill plate2x10 floor joistfield verify3' - 11"1A1022x10 rafters2x10 raftersLUS210 hangers(2) 2x12 spf #2 structural ridge2x6 over frameroof trusses 24" o.c.roof trusses 24" o.c.H2.5A hurricane tiesone per truss end2x6 ladder frame2' overhang @ frontgableH2.5A hurr. tiesH2.5A hurr. ties2x6 ladder frame2x6 sub-fascia2x6 sub-fascia(2) 2x12 beam(2) 2x12 beamridge lineridge2x6 ladder frame2x6 sub-fasciaH2.5A hurricane tiesone per truss end(3) 7-1/4" LVL beampost down to bearing wall20' - 4"28' - 0"1A102pin to existing foundationpin to existing foundation20' - 4"1' - 6"8' - 3"9' - 7"9' - 0"3' - 3"3' - 9 7/16"19' - 4"16" footing 8" deepdrop top of wall pergradedrop top of wall pergrade8" concrete stemwall1/2" anchor bolts min 6' o.c.& not more than 12" from ends2x10 spf #2floor joist2x10 pt ledgerw/ LUS210 hangers2x6 pt jst(2) 2x8 pt beamLUS26to 2x6 ledger15' - 6"2' - 3"2' - 7"12' - 6"12" sonotube3' - 2"3' - 1"5' - 0"10' - 2"ScaleProject numberDateDrawn byChecked byresidential design servicesnew construction - additions - renovationssouth hadley , ma. 01075413-210-8851 1/4" = 1'-0"4/22/2013 12:51:50 PMA102Section/Roof/FloorProject NumberNorthampton Ma.FortierIssue DateAuthorCheckerNo. Description Date 1/4" = 1'-0"1Section 1 1/4" = 1'-0"2Second Floor 1/4" = 1'-0"3Foundation LayoutPRODUCED BY AN AUTODESK STUDENT PRODUCTPRODUCED BY AN AUTODESK STUDENT PRODUCT PRODUCED BY AN AUTODESK STUDENT PRODUCTPRODUCED BY AN AUTODESK STUDENT PRODUCT