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MAIN FINISHED FLOOR <br />e <br />BASEMENT SLAB <br />SOUTH ELEVATION - AS BUIL <br />WHILE KEY DESIGN, INC. HAS MADE EFFORT TO ENSURE THE ACCURACY <br />OF THESE DRAWINGS, AS BUILT DIMENSIONS WERE PROVIDED BY THE <br />CLIENT FROM 2D FLOORPLANS INC. THE BUILDER SHALL CHECK AND <br />VERIFY ALL DIMENSIONS & COMPLIANCE TO APPLICABLE CODES PRIOR <br />TO CONSTRUCTION. <br />@ Key Design, Inc - 2021 <br />OUT LINE OF EXISTING <br />STUCTURE BLOCKING <br />PROPOSED ELEVATION <br />UPPER FINISHED FLOOR F <br />MAIN FINISHED FLOOR <br />BASEMENT SLAB <br />12 <br />7 <br />'ONTINOUS FLASHING <br />-XTEND BEYOND HANGER <br />AG BOLTS 5" MAX. <br />GER <br />2" Mlle <br />R =/> DECK JOIST <br />1 — I - - �-- <br />I 1 <br />I I LEDGER--J r- LAG SCREW OR BOLT <br />FIGURE R507.9.1.3(1) <br />PLACEMENT" OF LAG SCREWS OR BOLTS IN LEDGERS <br />1"-1'0" <br />STAGGERFASTENERS <br />IN 2 ROWS <br />FLOOR TIES / HOLDOWNS <br />MARK <br />STRAP <br />NAILING <br />HOLDOWN <br />STUD RAGE <br />ANOHC�RAGE <br />ANCHOR CHOR OR B®Li'S <br />STHD <br />STHD <br />STHD8RJ <br />(24) 16d <br />sinkers <br />NIA <br />1 Locate Holdown at each end of shearwail. <br />3 Extend foundation as required for holdown A.B. embedment. <br />5.5" MIN. FOR 2x 8* 'DISTANCE SHALL BE PERMITTED TO <br />23 Cripple wall construct same as shearwall above. <br />4; Threaded rod and coupler as required. <br />6.5" MIN. FOR 2x 10 BE REDUCED TO 4.5" IF LAG SCREWS <br />7.5" MIN. FOR 2x 12 ARE USED OR BOLT SPACING IS <br />REDUCED TO THAT OF LAG SCREWS <br />SHEARNNALL <br />SCHEDULE <br />TO ATTACH 2x 8 LEDGERS TO 2x 8 <br />N. BAND JOISTS. <br />MARK <br />SHEATHING <br />NAILING' <br />SHEAR FLOWN NAILING <br />SILL LATE <br />ANCHORS** <br />EDGES FIELD <br />BASE PLATE TOE NAIL RIM <br />BLOCKED <br />JOIST OR TOP <br />SW1 <br />7/16" OSB <br />8d @ 8d @ <br />16d @16d <br />@ <br />1/2" oAnchor Bolt <br />1 side <br />6" o.c. 12" o.c. <br />8" O.C. <br />5" O.C. <br />@ 48" o.c. & @ ends <br />SW2 <br />7/16" OSB <br />8d @ 8d @ <br />16d @ <br />Simpson LPT4 @ <br />1/2" oAnchor Bolt <br />1 side <br />4" o.c. 12" o.c. <br />5" O.C. <br />19" o.c. <br />@ 32" o.c. & @ ends <br />*) Use common nails for all nailing. <br />*) Anchor bolt washers must be 3 x 3" x 0.229" thick. <br />'*) Framing members receiving edge nailin from abutting panels shall not be less than a single 3-inch nominal member or (2) 2x 6 HF#&2 <br />stitched together with (2) rows of 16d 7" o.c. staggered. <br />CONNECT GUARD RAILS TO <br />POSTS W/5" RAIL BOLT <br />NOTCH PT 4x 4 POST AND p <br />ATTACH TO JOISTS USING <br />i <br />I � <br />SIMPSON 6" SIDS SCREWS <br />r <br />(2) SIMPSON 6" SDS SCREWS <br />1 ��� \ HANDRAIL PER <br />__.. <br />--- �� f 2018 IRC SECTI N <br />HRU 2X RIM INTO STRINGERS - <br />CONNECT STRINGER � � R311.7.8 <br />TO JOIST W/(4) 10d NAILS \ <br />S^y� <br />L <br />f F 2x 4 SISTERED TO <br />- T <br />x 12 STRINGERSATTACHED WITH <br />' --- _— <br />2x <br />- -- — -- - -- -- <br />4.STAGGERED PI J2STRINGERS <br />-___— 10 <br />@ 16" O.C. 2x BLOCK'G BTWN <br />STRINGERS <br />_AODI rLON SUBFLOOR - MAIN FLOOR <br />— _ P <br />SIMPSON DTT2Z� <br />— <br />CONNECT PT 3 <br />r: <br />J RS <br />W/2 Od TOENAILSI TO NGEACH <br />J� PT 2x 4 SLEEPER CONNECTED <br />- TO SLAB W/SIMPSON 1/2" X 6-1/2" <br />WEDGE ANCHORS LOCATED <br />WITHIN 12" @ EA. END <br />SOUTH ELEVATION PROPOSED <br />10-12-21 <br />West Coast Structural Engineering Inc. <br />9540 Semiahmoo Parkway #137, Blaine, WA 98230 <br />STRUCTURAL REVIEW <br />THIS DRAWING HAS BEEN <br />REVIEWED FOR STRUCTURAL_ <br />REQUIREMENTS ONLY PER <br />THE ATTACHED <br />CALCULATIONS, <br />PROJECT NO: t!14700 <br />Olson Addition <br />2007 Cedar Street <br />Everett, WA <br />Key esi n, Inc. Key Design, Inc, <br />7433 76th Dr NE <br />Homes of Quality Marysville, 1/1A 03270 <br />Design and Construction (420) 350-1702 <br />