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18C-090 50 Gleason Rd S1
A2.2119' - 0"35' - 2 1/2"EQEQEQ6' - 6"6' - 6"6' - 6"1' - 0 3/8"4' - 2"2' - 6"beam pocket'10" deep x 6" widew/ min of 4" of bearingbeam pocket'10" deep x 6" widew/ min of 4" of bearing3ply 2x10 beam spf #2 or better3ply 2x10 beam spf #2 or betterAJS 20 series 9-1/2" I-joist 16" o.c.blocking @ beam(9-1/2" I-jst product)9-1/2" Boise rimboard9-1/2" Boise rimboard9-1/2" Boise rimboard2x10 pt ledgerw/ 3-5/8" ledger-lokscrews - 2 rows 12" staggeredIUS 2.56/9.5face mount hangers3ply 2x8 pt syp #1 beam3ply 2x12 pt syp #1 beam(designed for max 4,800 lbs (200 lbs per squre foot)uniform load over 4/piers & joist)6' - 0"1' - 0"2' - 5 13/16"LGUM210-3 hangerto existing masonry.verifyin fieldexisting deckexisting houseexisting garage2x8 pt #1floor joist 16" o.c.w/ LUS28 z-max hangersto 2x8 pt ledger9-1/2" x 1-3/4" LVL rim @ decksmaintain deck elevationfrom old to new2x8 syp p.t. #1 floor joist4 5 .0 0 °3ply 2x8 syp #1 pt beamLUS28 z-maxhangers to 2x8 pt ledgeradd one joistfor fence posts & gatedouble last jstdouble jstLGUM28-3 hangerto existing masonry.AJS 20 series 9-1/2" I-joist 16" o.c.boise 9-1/2" rimalign existing floorScaleProject numberDateDrawn byChecked byresidential design servicesnew construction - additions - renovationssouth hadley , ma. 01075413-210-8851 1/4" = 1'-0"10/23/2013 5:01:41 PMS1First Floor FramingPlanProject NumberN'HamptonGleason Rd.AuthorChecker 1/4" = 1'-0"1First Floor Framing PlanNo. Description DatePRODUCED BY AN AUTODESK STUDENT PRODUCTPRODUCED BY AN AUTODESK STUDENT PRODUCT PRODUCED BY AN AUTODESK STUDENT PRODUCTPRODUCED BY AN AUTODESK STUDENT PRODUCT