625 93RD ST SW 2025-05-22 - Laserfiche WebLink

• • SHEAR WALL SCHEDULE (IN ACCORDANCE w/ANSI/AF&PA SDPWS-2015 SECTION 4.3) Updated 1/202021 MINIMUM WIDTH OF HAILED PANEL FACE CF FRAMING ANCHORAGE TO CONCRETE SEISMIC WIND nSJOINING PANEL EDGES WALL SHEATHING EDGE ® MUDSILL FACE NAILING FRAMING CLIPS ® CAPACITY CAPACITY TYPE NAILING PLATE ® 0 hb=2 hN=Z ® SINGLE BUILT-UP ANCHOR BOLTS MUDSILL ANCHORS l'3.5 hlb=3.5 MEMBER MEMBER A35®2T oo 240y 240-df H P1-8 1 SIDE 6"oc 2x 2x 2x 8'oc or WO®6T o ®c MASAP 52"oc 184yH 40.81 LTP4 @ 27'oc A35 6 18'oc 350-pIl 1I 350-pH P1-4 1 SIDE 4'oc 2x 2x 2x 4"oc or WWI a 48"oc MASAP @ 36"oc 284-p 284-p lI LTP4 @18'oc A35 @ 14'oc 450-pH 450-MI P1-3 1 SIDE 3"oc 3x (2)2x 2x 3-cc or W0 6 36•oc MASAP @ 28"oc 366-pA 366-p11 LTP4 @ 14"oc A35®7X 0c -pH 820.p11 P1-2 1 SIDE W oc 3x (2)2x 2x T oc g(•0®20'oc MASAP @ ID"oc 590 550-p0 689-plf LTP4 Q 7XJ'cc ® a P2-4 2 SIDES d'oc 3x (2)2x 3. (2)Rows,4•oc A35 M 18'oc ]00.pR ]00•p1I Mt9('0 28' MASAP @ 15"cc568-PH 580-pA LTP4 Q 1T oc A35 Q 14•oc 900-plf P2-3 2SIDES 3'ac 3x (2)2x 3x (2)Rows,3"oo 1.. %4"002T oc MASAP @11"oc LTP4 @ 14•oc 733-p1 733-pH Au @ 9'oc11801i pf( 1640- P2-2 2 SIDES 2"oc 3x (2)2z 3x (2)Rowe.2"oo and we®I2'oc MASAP @ T oc 10019 1338pE LTP4©8"oc SHEAR WALL SCHEDULE NOTES (SECTION 4.3.7.1.1) i(a"OSB or IF,Z PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24/0).PANELS SHALL NOT BE LESS THAN 4'xe',EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 0 (SECTION 4.3.7.1.2.8 SECTION 4.3.7.1.3) PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ IToc.MAXIMUM STUD SPACING SHALL BE 16"oc.SHEATHING NAILS SHALL BE 0.131"0 x 2)4".PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST X' FROM THE PANEL EDGES. �il� tf 4,01), � NTERMEDIATE NAILING(12•oc) MIN ', PANEL EDGE NAILING PER SCHEDULE(STAGGERED) ()(SECTION 4.3.7.14) THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. SINGLE MEMBER (FLATWISE) .y.a__PER® ll l STUD,PLATE,BLOCKING,RIM, PERI) 17111 11 OR OTHER FRAMING MEMBE 'I 'I R ® ® MIN MIN ADJOINING PANEL EDGES BUILT-UP MEMBER PER® STUD,PLATE,BLOCKING,RIM, ® TIEOR OTHER FRAMING MEMBER 1:11:1 %"i 0 0 G MIN ADJOINING PANEL EDGES ADJOINING PANEL EDGES ® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1X'. FRAMING NAILS SHALL BE 0.131"0 x 3):'.0.131.3 x 3'NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. ® 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 0.131.0 x 2)"NAILS AT LTP4 CLIP WHEN INSTALLED OVER X.SHEATHING. I 1 ® ® yFtHF a1 i�— 0 a 0 0 0 -�--------- O LAP RIM OPTION( LAP PLATE OPTION A35 OPTION LTP4 OPTION ® (SECTION 4.3.6.4.3) ANCHOR BOLTS EMBEDMENT SHALL BE 7",U.O.N.ALL ANCHORS SHALL HAVE 3"z 3'z 0.229'PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WITHIN)"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING.IF SHEATHING IS ON BOTH SIDES OF THE WALL,STAGGER THE ANCHOR BOLTS,AS REQUIRED,SO THAT HALF OF THE PLATE WASHERS ARE WITHIN 35-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 Tc3'x0.229'PLATE WASHER ...IL__ CONCRETE STEM WALL * CONCRETE STEM WALL PER PLAN PER PLAN P.T.MUDSILL P.T.MUDSILL CO(ANCHOR BOLT OPTION) ®(MUDSILL ANCHOR OPTION) L3.5