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HOLDDOWN SCHEDULE <br /> 0j 1SIMPSON/4x1 <br /> / SIMPSON SCREWS AND DTT2Z ANCHOR WITH )1/2 ANCHOR <br /> \.,1,0\.Q.. <br /> � SIMPSON ANCHOR <br /> 4x3 SIMPSON SCREWS AND 5/8 ANCHOR""— \ Q <br /> A <br /> \•\\______,- SIMPSON <br /> SON SCREWS AND 50/8 ANR ICHOR TH �. <br /> "5 <br /> <G THIS EXISTING WALL NEEDED FOR ADDITIONAL <br /> Q "SIMPSON STHD I ORJ STRAP MAY ALSO BE USED <br /> SHEAR LOADING. REMOVE EXISTING SIDING, <br /> REMOVE SHEATHING AS REQUIRED TO INSTALL 'SIMPSON STHDBRJ STRAP MY ALSO BE USED <br /> — <br /> HOLD DOWNS AND BLOCKING. APPLY El16" S H EARWAL L SCHEDULE <br /> SHEATHING OVER EXISTING, USING MIN 10d NAILS <br /> AT 2 I/2"OC ON PANEL EDGES PER SPEC. MARK SHEATHING NAILING COMMENTS <br /> ,z97 ONE FACE 8d@ 6 O OC FIELD EDGES 2,3 <br /> g U N (3 7/16"OSB 8d@ 4"OCPNL EDGES <br /> (3) 2x6 UNDER ONE FACE 8d@ 12"OC FIELD 2,3 <br /> COLUMN 15/32"PLY I Od@ 2 1/2"OCPNL EDGES- <br /> �� a <br /> (4)2x6 UNDER ONE FACE 8d@ 12"OC FIELD 2,3 <br /> CENTER COLUMN 9,1' <br /> — 0 <br /> _ _ wassama ca_ _ _n NOTE: <br /> �� — — — I I. ALL EXTERIOR WALLS TO BE A�UNLESS NOTED <br /> O 2/ist <br /> �I 2. BLOCK ALL PANEL EDGES <br /> I I 3. PROVIDE 1/2"ANCHOR BOLT @ 72"W/I/4"x3"x3" <br /> ' ' ' I �OJ� - I I PLT WSHR <br /> 0�2 <br /> (5)2x4 UNDER-- 2x I O HF@ 2x I O HF@ <br /> 11 N NOTE: <br /> COLUN <br /> I'6"OC A4 I. ALL DIMENSIONS ARE TO FACE OF STUD <br /> SUPPORT TO NEW 2x 10 ON 16"OC N0\2 UNLESS OTHERWISE NOTED <br /> EXISTING RIM JOIST 2. ALL EXTERIOR WALLS ARE 2X6 16"OC. <br /> STRIP FOOTING SEE S2 I` 3. ALL INTERIOR WALLS ARE 2X4 @ 16"OC. UNO <br /> 4. ALL WINDOW AND DOOR HEADERS ARE(3)2X8'S <br /> ` 4x8 HF /I WITH (2)JACK STUDS EACH SIDE,UNLESS NOTED OTHERWISE <br /> EDGE OF EXISTING BEAM 5. UNLESS OTHERWISE NOTED, USE DOUGLAS FIR <br /> FLOOR FRAMING LARCH No2 FOR FRAMING LUMBER. <br /> NEW 2x10 ON SIMPSON LUS 210 \I 2 C. USE PRESSURE TREATED LUMBER FOR ALL WOOD <br /> EXISTING RIM JOIST HANGER N� IN CONTACT WITH CONCRETE OR WITHIN 6"OF GROUND. <br /> SEE 52 / 7. USE GALVANIZED NAILS FOR ALL LOCATIONS WERE • <br /> // 4x8 HF I A4, NAILS ARE WITHIN 6"OF THE GROUND,OR INTO <br /> ji/ BEAM 2 PRESSURE TREATED LUMBER. <br /> @.)I \ <br /> BEAM NOTE: <br /> =O - III GLULAM BEAMS SHALL BE 24F-V8 DOUG FIR. <br /> o O / �'V I PARALLAM PSL 2.OE BEAMS MAY BE SUBSTITUTED FOR GLULAMS AS FOLLOWS: <br /> Nr_ 7X <br /> I �� I 11 �M <br /> 1 6 ARALLAM = 8 3/4x1 5 G ULAM <br /> I 5 1/4x16 PARALLAM = 6 3/4x15 GLULAM <br /> • <br /> 2x6 UNDER <br /> (4)2x6 UNDER COLUMN <br /> (3)2x6 UNDER CENTER COLUMN U <br /> CENTER COLUMN <br /> FIRST FLOOR FRAMING <br /> SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS <br /> DEVIN AND SARA HARSTAD <br /> S. Day 6602 OLYMPIC DR,EVERE(T,WA 98203 <br /> a WO s.1-. P#00392901 100600 <br /> �y4 i " s."' I/4"=I'-0" APPROVED BY: BRAm/Br:MD <br /> .4 WJ-II' L�1= "A,�. I/2I/20I4 Rn,00 <br /> FIRST FLOOR FRAMING PLAN ' <br /> MJD 16230 TOAD LN D ISTER� <br /> !!�� BOW,WA 98232 ��+ } <br /> ffROBIEERIVAG PH 36O-770-1746 FAX 360-766-6013 6/14 SjOWAL CI(Y OF EVERETT BRwmuc nwem <br /> - REVIEWED FOR PERMIT S3 7 rt,i',//3 ) <br />