3527 SHORE AVE 2025-04-17 - Laserfiche WebLink

SHEAR WALL SCHEDULE (IN ACCORDANCE wi ANSLIAF&PA SDPWS-2015 SECTION 4.3) Update.]/:2072021 MIMMUM WILD,OF NAILED PANEL FACE OP FRAMING XX ANCHORAGE TO CONCRETE SEISMIC WIND ADJOINING PANEL EDGES WALL SHEATHING EDGE ® MUDSILL FACE NAILING FRAMING CLIPS ® CAPACITY CAPACITY TYPE NAILING PLATE ( ( his=2 Nb=2 ® SINGLE BUILT-UP ANCHOR BOLTS MUDSILL ANCHORS hb=35 NE=3.5 MEMBER MEMBER A35 @ z'I•UO 240-oII 240- P1-8 1 SIDE 6"oc 2x 2x 2x 6"oc or 3fi110 @ 60.oc MASAP(T 52.IA 1ITH 194-04 LTP4 KA 2Toc A35018'oc 3 01 350-511 PI-4 1 SIDE 4'oc 2x 24 2x a'oc or W0(d(46"oc MASAP 0436"oc 2)4-tAt 284-PH LTP4 0i 18•oc A35 i76 14"oc 56 ptl 450-P1f 4 P1-3 1 SIDE T ac 3x (2)2x 2x 3"oc or W0 @ 36•oc MASAP e4 28'oc 50-5) 360-pi( LTP4 @14•oc A35 07K•oc tt Nt e2o-Pif P1-2 1 SIDE roc 3% (2)2x 2x 2'oc "O 0420"oc MASAP(18"oc 478gf 020-UI) LTP4 07)roc A35 @ 18'oc 700.Pif 700-PII P2-4 2 SIDES roc 3x (2)2x 3x (2)Rows,4'oc r ,41 Won 28"oc MASAP @ 15"as 568_0 563441 LTP4 a 18"oc A35 P2-3 2 SIDES 3"oc 3x (2)2x 3x (2)Rows,3"oc 14 oc ref 3¢"0 @ 22=oc MASAP @ 11-a: 00Pp11 900-p1i LTP4 14'oc733-p1 733-p0 P2-2 2 SIDES 2"oc 3% (2)2r. 3x (2)Rows,2'oc A35 8 1180-911 1640-66 Mg 5610(61Toc MASAP @Toc 957-01 1338-611 LTP4/d)8-oc SHEAR WALL SCHEDULE NOTES (SECTION 4.37.1.1) Xs OSB Orr 'PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(2410).PANELS SHALL NOT BE LESS THAN 4'x57,EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. ® (SECTION 4.37.1.2.8 SECTION 4 3713) PANEL EDGE NAILING APPLES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS Kt 12•oe.MAXIMUM STUD SPACING SHALL BE 16%w SHEATHING NAILS SHALL BE 0.131"0 x 2}511.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST(' FROM THE PANEL EDGES. I 'II'''.• INTERMEDIATE NAILING(IT oc) MIN ®', PANEL EDGE NAILING PER SCHEDULE(STAGGERED) m(SECTION 4.3.7.1.4) THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE_ SINGLEMEMBER (FLATWISE) 1-t—PER{� y x STUD,PLATE,BLOCKING.RIM, 'I PLR}) OR OTHER FRAMING MEMBER x. i 0 .L MIN MIN ADJOINING PANEL EDGES` ,BUILT-NIP MC M18LLj STUD,PLATE,BLOCKING,RI61, OR OTHER FRAMING MEMBER (3) WI ® x ® e MIN ADJOINING PANEL EDGES ADJOINING PANEL EDGES (4) FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1))". FRAMING NAILS SHALL BE 0.I31"0%3)0".0.131'0 x 3"NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. 13) AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED.FRAMING CLIPS SHALL BE USED TO FASTEN BUILT-UP MEMBERS_USE 0131'0x2J)"NAILS AT LTP4 CLIP WHEN INSTALLED OVER))-SHEATHING. (OP RIM OPTION LAP PLATE OPTION, A35 OPTION, LTP4 OPTION ® (SECTION 4.3.64.3) ANCHOR BOLTS EMBEDMENT SHALL BE 7",U.O.N.ALL ANCHORS SHALL HAVE 00%3•x 0 229•PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WITHIN&OF THE EDGE OF THE BOTTOM PLATE OD THE SIDE WITH SHEATHING.IF SHEATHING IS O4 BOTH SIDES OF THE WALL,STAGGER THE ANCHOR BOLTS.AS REQUIRED.SO THAT HALF OF THE PLATE WASHERS ARE WITHIN J)•OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION ))"MAX 3•0•4_229•PLATE WASHERS _ 4 : ' _—� *I, CONCRETE STEM WALL T ',;/ CONCRETE STEM WALL PER PLAN e',, PER PLAN Ili .J';..1:•''''" P.T.MUDSILL P.T.MUDSILL 8(ANCHOR BOLT OPTION) LA(MUDSILL ANCHOR OPTION) L3.5