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hOLDDOWN 5ChEDULE <br /> j-- I/4P5 (8) <br /> • /2 SIMPSON SCREWS AND 1/2 ANCHOR' <br /> NpU2 SIMPSONI 4IMPSON SC EWS AND 5//8 ANCHOR"' <br /> — HDU4OD <br /> p <br /> r, SIMPSON HDU4-SDS2.5 ANCHOR WITH (10) <br /> � I/4x3 SIMPSON SCREWS AND 5/8 ANCHOR"" <br /> y 'SIMPSON STHD8RJ STRAP MY ALSO BE USED <br /> 06 THIS EXISTING WALL NEEDED FOR ADDITIONAL " SIMPSON STHD I ORJ STRAP MAY ALSO BE USED <br /> F SHEAR LOADING. REMOVE EXISTING SIDING, <br /> I REMOVE SHEATHING AS REQUIRED TO INSTALL <br /> HOLD DOWNS AND BLOCKING. APPLY NEW 15/16" S H EA RWAL L SCHEDULE <br /> SHEATHING OVER EXISTING, USING MIN I Od NAILS <br /> AT 2 1/2"OC ON PANEL EDGES PER SPEC. MARK SHEATHING NAILING COMMENTS <br /> e' 7/I 6"055 8d@ 6"OCPNL EDGES <br /> -2' A ONE FACE 8d@ 12"OC FIELD 2,3 <br /> U N <br /> K 7/I 6"055 8d@ 4"OCPNL EDGES <br /> ONE FACE 8d@ 12"OC FIELD 2,3 <br /> (3) 2x6 UNDER <br /> COLUMN 15/32"PLY I Od@ 2 I/2"OCPNL EDGES <br /> —(4) 2x6 UNDER c9 A ONE FACE 8d@ I 2"OC MELD 2,3 <br /> OJa CENTER COLUMN ,�ry'I1 <br /> p'` NOTE: <br /> , j I. ALL EXTERIOR WALLS TO BE A�UNLESS NOTED <br /> �pJN Ir 2. BLOCK ALL PANEL EDGES <br /> 3. PROVIDE 1/2"ANCHOR BOLT @ 72"W/I/4"x3"x3" <br /> D, I PLT WSHR <br /> egeE <br /> I\ Np\� <br /> 2x 1 O HF NOTE: <br /> (5) 2x4 UNDER I'6"OC 6x 1 OC F� '' I I. ALL DIMENSIONS ARE TO FACE OF STUD <br /> SUPPORT COLUTIO N NEW 2x I 0 ON I \•022. ALL EXTERIORI WALLSNOAREED <br /> 2X6 @ 16"OC. <br /> EXISTING RIM JOIST <br /> STRIP FOOTING SEE 52 — i 3. ALL INTERIOR WALLS ARE 2X4 @ 16"OC. UNO <br /> 4. ALL WINDOW AND DOOR HEADERS ARE(3) 2X8'S <br /> 4x5 HF <br /> EDGE OF EXISTING BEAM 5. UNLESS OTHERWISE NOTED, USE DOUGLAS FIR <br /> FLOOR FRAMING LARCH Not FOR FRAMING LUMBER. <br /> G. USE PRESSURE TREATED LUMBER FOR ALL WOOD <br /> - NEW 2x I 0 ON —SIMPSON LUS 2 10 Np�2 IN CONTACT WITH CONCRETE OR WITHIN 6"OF GROUND. <br /> EXISTING RIM JOIST HANGER 7. USE GALVANIZED NAILS FOR ALL LOCATIONS WERE <br /> SEE S2 4x8 HFNAILS ARE WITHIN 6"OF THE GROUND, OR INTO <br /> BEAM ,2 PRESSURE TREATED LUMBER. <br /> 5 <br /> BEAM NOTE: <br /> — II GLULAM BEAMS ShALL BE 24F-V8 DOUG FIR. <br /> O IIS �Rti I PARALLAM PSL 2.OE BEAMS MAY BE SUBSTITUTED FOR GLULAMS AS FOLLOWS: <br /> 7x 14 PARALLAM = 8 3/4x 13 1/2 GLULAM <br /> NI_ O �\ 7X 16 PARALLAM = 8 3/4x 15 GLULAM <br /> 105 I/4x 16 PARALLAM = 6 3/4x 15 GLULAM <br /> (3) 2x6 UNDER <br /> COLUMN <br /> (4) 2x6 UNDER— --.4-1 <br /> (3) 2x6 UNDER— CENTER COLUMN U ITh <br /> CENTER COLUMN <br /> FIRST FLOOR FRAMING <br /> SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS <br /> DEVIN AND SARA HARSTAD <br /> S. DA ,• <br /> 6602 OLYMPIC DR,EVERETT,WA 95203 <br /> N P 600392901100000 <br /> of �� SCA. I/4"=1'.-0" APPROVED er DRAWN er FUD <br /> �r N 1 <br /> lfi. • �' — 1/21 /2014 "F°ISEo <br /> �i .7J <br /> 0 ♦ FIRST FLOOR FRAMING PLAN <br /> AJD 16230 TOAD LN f ISTE4�91{ "cnwirvc rvuMecA <br /> NN BOW.WA 96232 c.S`s/ONAL 'G <br /> G1i�]CEFI�l� PH 360-770-1746 FAX 360-766-6013 Z/ //4 <br /> 'o S3 <br />