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Bd • 3' CC EW HEADER PER PLAN. <br />FEXTEND TO END OF PANEL <br />(2) ROU5 Ibd SINGERS • <br />SIMPSON 576274. ALSO USE <br />3' oc <br />_ <br />OTHER 61DE IF END STUD NOT <br />FULL HEIGHT <br />BREAK 544EATHMG WITHIN <br />74' 6HID-HEIGHT (IF <br />S <br />1116' APA RATED 9HEATHMG <br />NEGE59ARr). USE 3. <br />? <br />RILL HEIGHT FROM SILL PL <br />BLK'G OR !7) 7x NAILED <br />TO TOP OF MDR W/ Bde3' oc <br />TOGETHER W/ Ibd • 3' cc <br />- <br />ALL STUDS AND PLATES. <br />od.12' oc FIELD NAILING. <br />2.2. STUDS <br />5THDIA STRAP <br />SKJLDOwN <br />TRPL. PLATE <br />�4- CONC SAG. <br />(2) 1/t' ANCHOR <br />BOLTS <br />LATERAL RESTRAINT PANEL_ <br />S2 NTS <br />CONT. <br />PER <br />(3) <br />EACH <br />3X TOP <br />SHEARIW L <br />PER PLAN <br />7•ROW5 SDS SCREWS <br />-3'oc TO HDR <br />4 SHEARWALL TO HEADER <br />wNOT TO SCALE <br />STEEL I <br />NAILER <br />DETAIL <br />SIMPSON <br />ST6224 <br />7-V2 SDS SCFEJb EA SIDE <br />PL V4' . 3' a 0'-0•Iq' <br />DBL STUD WOOD POST PER PLAN <br />STHDB ' 2 STEEL BEAM TO POST/BEAM TYP <br />S2 NTS <br />1A <br />S2 NTS <br />A33 EA BLOCK TO BILL PLATE <br />BLOCK (2) JOIST BATS + 74• oc <br />W/10d •6-CC <br />JOISTS PARALLEL TO WALL <br />SC4LE:""'0 <br />FIN GR -- B' <br />FREE DRAINNUo BA(XFILL <br />12' THICK MINR'Ul <br />I <br />FLOOR FRAI'IMG, 9NEATHRG. <br />FIRST FLOOR SHEARUALLS. AND <br />BASEMENT SLAB TO BE IN <br />PLACE BEFORE BACKFILLING <br />WORE THAN 4' AGAINST WALL. I <br />•4 DOWELS a 16' oc I <br />A35 EA JOIST <br />TO SILL PLATE <br />IKa P.T. W2 SILL PL <br />2) •4 TOP <br />5/8' AB. 4 W' x <br />5 0 16' oc VERT <br />AT WALL CENTER <br />•4 • 10' oc HORIZ <br />4 9CG 40 <br />4' PERFORATED PIPE 1r <br />W/ PEA GRAVEL AND : -{ <br />14- <br />FILTER FABRIC (2) •4 CONT <br />FLASHING PER AR <br />WATERPROOF <br />COATING PER ARCH <br />3/4' APA SHEATHINGI <br />5WW, PER ARCH. <br />2.12 DF7 W/ IR' <br />BOLTS • 46' oc <br />STAGGERED <br />JOISTS <br />LUS20 HANGER STEEL BEAM PER PLAN <br />TO 2X BLKNG <br />2x10 PT NF7 TB14609 SCREWS <br />DECK JOISTS TO WEB O'oc 5%'D <br />16 ce (4) 10D NAILS 12'oc <br />STG D <br />3CONNECTIONS AT STEEL BEAM <br />S2 NTS <br />FINAL GR <br />NO E: <br />VEHICLE PARKING SHALL NOT I <br />BE ALLOWED WITHIN !bFT OF I <br />70P OF WALL. I <br />I <br />I <br />2' Cl <br />FWE DRAWW. BACI <br />TI' THICK MNPUI <br />DOWELS PER 5CHEDWLE <br />TRANSVERSE BARS iJ <br />PER SCHEDULES _ <br />r <br />4 T <br />I <br />3' <br />.' PEFdORATED �. <br />Wl/GRAVEL <br />MIC <br />NID FILTER FdOR: <br />VERTICAL BARS <br />PER 50LWLE <br />a HORIZ <br />i <br />= r— FINAL GRADE <br />COW. BARS <br />PER S:AOAIB.E <br />OVEINSIONS <br />REVfORCEM-NT <br />H <br />TW <br />TF <br />E <br />B <br />DOWELS <br />V£Rf <br />LOW. <br />IRANS <br />V-4- <br />2'•B' <br />IS;4 <br />4�• <br />51•0' <br />B' <br />0'-4- <br />3'•4' <br />•40 <br />•4116'oc <br />(5)4 <br />4416'M <br />'•0' <br />4'-' <br />W <br />V• <br />(6)• <br />T-0' <br />B' <br />1& <br />' <br />4'-13' <br />S4K 'a3'-6' <br />�b'ec <br />(l)•4 <br />6'.0- <br />8- <br />D' <br />01-6' <br />5'-6' <br />S47k4'-0' <br />•44I6'ac4 <br />(11 .1 <br />40'oc <br />ALL BARB SHALL BE GRADE 40 MINMJM <br />6 SITE RETAINING WALL <br />S2 I'I'-' <br />i <br />II OF <br />Ij E 11 <br />larnot Engineering, Inc. <br />25414 127th Saco SE <br />Momm, WA 98272 <br />Ph. (360) 863-I831 <br />Fax (360)$63.1481 <br />REVISION BY <br />06/19; 2013 Fi7 <br />O <br />�4 <br />U <br />w <br />T <br />U <br />''Q <br />z� <br />DRAWN: FTI <br />CHECKER, <br />DATE 05/21/13 <br />SCALE: AS SHOWN <br />JOB NO. 1345405 <br />SNF.ET <br />Z SHEETS \� / t <br />