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PACIFIC RIDGE <br /> HOMES <br /> A D.R. Horton Company <br /> R.F.I. - ENGINEERING <br /> ALL BUILDS HARRISON POINTE CITY OF EVERETT <br /> Pacific Ridge Homes Issued By: Jason Atkin <br /> 17921 Bothell-Everett Hwy Suite 100 Bothell WA 98012 Date Requested: 10/18/2023 <br /> Phone: (425)438-8444 <br /> SUBJECT: GABLE END POSITIVE CONNECTION <br /> DESCRIPTION: <br /> The insector is requiring a"positive connection"between gable end truss and the structure(lower wall).Our current method is bracing and <br /> nailing to the top plate. <br /> SOLUTION: <br /> The gable end truss has the bottom chord face nailed to the 2x6 plate aligned over the double top plate and wall below-refer to detail 16/S09 <br /> on the plans.This provides adequate shear transfer and positive connection to the wall below(nail from truss to 2x6 nailer,nail from nailer to top <br /> plate). No revisions required. <br /> -DIAPHRAGM BOUNDARY <br /> NAILING <br /> SHEATHING PER PLAN <br /> (21 12d NAILS <br /> EA.END J <br /> L 2.4 OUTRIGGERS a 4,-0"oc <br /> - FLUSH END TRUSS vd STUDS @ 24"oc <br /> AND 160 PLF DRAG LOAD LINO ON PLAN <br /> -NOTCHED FOR OUTRIGGERS DESIGN <br /> FOR 15psf WIND LOAD(SHEATHE AT <br /> SHINGLE SIDING AREAS ONLY"1 <br /> ----- - ----12d @ 5"cc <br /> TRUSSES PER PLAN <br /> PANEL EDGE NAILING <br /> GWB CEILING <br /> L_ <br /> HEADER PER PLAN <br /> 2.6 PLATE W+12d @ 6"oc (WHERE OCCURS) <br /> CONTINUOUS TOP PLATE 2.STUD WALL PER PLAN <br /> (SPLICE PER 1&S06) <br /> SHEATHING PER 11S06 <br /> @ SHEAR WALLS 16 <br /> Thank you, APPROVED <br /> Brian Lampe,P.E.,S.E. By Ryan Hartman at 3:23 pm,Feb 09, 2024 <br /> BTL Engineering <br /> ENG <br /> B T 19011 Wood-Sno Road NE,Suite 100 <br /> �J Woodinville,WA 98072-4436 <br /> Phone:(425)814-8448 <br /> Fa::(425)821-2120 <br /> RFI Cantara Court All Builds 2022 4-6 Gable End Truss Connection 1 of 1 4/6/2022 <br />