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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 />SHEATHING PER PLAN <br />TRUSSES PER PLAN <br />GWB CEILING <br />2x6 PLATE W� 12d 9 6"00 <br />CONTINUOUS TOP PLATE <br />(SPLICE PER 1&506) <br />Thank you, <br />Brian Lampe, P.E., S.E. <br />BTL Engineering <br />ENG <br />BTL <br />77 id ... � <br />—DWPHRAGM BOUNDARY <br />NAILING <br />(2) 12d NAILS — <br />EA. END J <br />OUTRIGGERS a 4'-(roc <br />~— FLUSH END TRUSS vW STUDS @ 24"oc <br />AND 100 PLF DRAG LOAD UNO ON PLAN <br />- NOTCHED FOR OUTRIGGERS DESIGN <br />FOR 15psf WIND LOAD (SHEATHE AT <br />SHINGLE SIDING AREAS ONLY) <br />`�--- 12d Q 6"oe <br />PANEL EDGE NAILING <br />`HEADER PER PLAN <br />(WHERE OCCURS) <br />2x STUD WALL PER PLAN <br />SHEATHING PER 1IS08 <br />a SHEAR WALLS <br />16 <br />APPROVED <br />By Ryan Hartman at 3:23 pm, Feb 09, 2024 <br />19011 Wood-Sno Road NE, Suite 100 <br />Woodinville, WA 98072-4436 <br />Phone: (425) 814-8448 <br />Fa (425) 821-2120 <br />RR Cantara Court All Builds 2022 4-6 Gable End Truss Connection 1 of 1 4/6/2022 <br />