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SHEAR WALL SCHEDULE <br />WALL <br />SHEATHING <br />PANEL EDGE <br />BOTTOM <br />PLATE <br />ANCHOR <br />CAPACITY <br />SYMBOL <br />NAILING <br />NAILING <br />BOLTS 2" 0 <br />(PLF) <br />'Gl6 PLYWOOD <br />8d C& <br />16d @ 8"oc <br />@ 72"oc <br />140 <br />E"o@ 6") <br />B <br />7/6" PLYWOOD <br />81 @ 6"oc <br />16d @ 8"oc <br />@ 48"oc <br />260 <br />(STAPLES @ 4' ) <br />C0 <br />7}6" PLYWOOD <br />8d @ 4"oc <br />16d @ 6"oc <br />@ 36"oc <br />350 <br />(STAPLES @ 3') <br />NOTES <br />1. PLYWOOD SHALL BE 4 PLY MINIMUM AND ALL PANEL EDGES SHALL BE BLOCKED. <br />ORIENTED STRAND BOARD (OSB) MANUFACTURED WITH EXTERIOR GLUE, MAY BE <br />SUBSTITUTED PROVIDED IT HAS EQUAL LOAD/SPAN RATING INDEX AND BEARS THE <br />A.P.A. TRADEMARK. <br />2. PROVIDE PANEL EDGE NAILING AT ALL END STUDS, SILL PLATES AND TOP PLATES. <br />STAPLES MAY BE SUBSTITUTED FOR NAILS WHERE NOTED ON SHEARWALL SCHEDULE, <br />THEY MUST BE 16 GAUGE, WITH A MIN. CROWN WIDTH OF /6 INCH O.D., AND A <br />MINIMUM PENETRATION OF 1 INCH. <br />3. NAILING AT INTERMEDIATE FRAMING TO BE SPACED AT 12"oc, STAPLES AT <br />INTERMEDIATE FRAMING TO BE SPACED AT 8"oc. <br />4. EXPANSION ANCHORS OF THE SAME DIAMETER AND SPACING WITH 4 INCHES OF <br />EMBEDMENT MAY BE SUBSTITUTED AT INTERIOR WALLS. <br />5. ANCHOR BOLTS SHALL HAVE 3x3x4 PLATE WASHERS. WASHERS SHALL EXTEND TO <br />WITHIN 2" OF EDGE OF BOTTOM PLATE WITH SHEATHING ATTACHED. <br />6- STUDS TO BE DOUG FIR SPECIES SPACED AT 16 INCHES ON CENTER. SILL PLATE TO <br />BE PRESSURE TREATED (HEM FIR OKAY). <br />NAIL_ PLYWOOD TO BEAM <br />W/ 8D @ 3"oc EACH — <br />WAY ABOVE SHEARWALL <br />EXISTING ---� <br />412 <br />EXISTING 3Y2" 0 <br />STEEL PIPE COLUMI <br />BEHIND 2x4 <br />VERIFY POSITIVE <br />ANCHORAGE OF — <br />COLUMN TO EXIST. <br />FOOTING <br />NEW CONTINUOUS 4x8 OR <br />4X10 DF #2 OR BETTER <br />(MATCH DEPTH OF EXISTING) <br />EXISTING ROOF <br />RAFTERS/CEILING <br />JOISTS <br />EXISTING T&G <br />DECKING <br />� SECTION <br />sz "'�p 9 , <br />0 0 0 ® c ® e o a a <br />4 <br />SIMP LSTA21 OPP SIDE <br />/2" PLY, W/81D @ 4-oc @ <br />EDGES & 8"oc IN THE FIELD <br />— 2 2x4 NAILED�� <br />„ <br />2 -24 <br />TOGETHER W/ <br />10d's @ 8"oc DTT2Z W/ g" DIA 2 -24 <br />ANCHOR BOLT W/ <br />4 <br />TYP <br />3" WASHER & NUT <br />EMBEDDED 6" INTO <br />FOOTING <br />�PT2x4 <br />NEW 4" <br />THICK CONCRETE <br />6" STEM WALL <br />�I�III�iII <br />III <br />III- <br />NEW FOOTING <br />12"x18%12" <br />rvlc�-rinlrn" c-i nn <br />EXISTING FOOTING -J <br />�-(2)#4 BARS x 12" LONG <br />EMBED 6" IN EXPDXY IN <br />EXISTING FOOTING <br />/ ^ ) 9 = V — O ' ' <br />ON GRADE vu <br />R2" PLY <br />W/ 8d @ 6" oc @ <br />EDGES & 8" oc IN <br />THE FIELD <br />8d @ 6 " o c <br />NEW 4"x6" <br />CONCRETE CURB <br />2x4@1 Coc <br />PT 2x4 W/ 1 /2"0 AB <br />EMBEDDED 4" @ 4'oc <br />ANCHOR TO EXISTING SLAB W/ <br />#4 REBAR DOWELS x 6" LONG <br />EMBEDDED 3" IN EPDXY @ 4"oc <br />-1 I Igo �o o� �oaQ�p o0 <br />u 0 <br />aa_ <br />ao _om <br />'=1 I I—III=1 I I —I i t <br />MI I 1=1 I I-1 11— <br />SEC-1-10N <br />1"=l'-O" <br />2x4 @ 16"o.c. <br />NEW 1/40 LAG <br />SCREW @ 2'oc <br />(3 MIN) <br />8d@4" <br />1 1/ L 9 9— 1 9—^> 9 <br />EXISTING 4" SLAB <br />ON GRADE <br />„0 <br />COLUMN <br />�1 <br />