3702 W MUKILTEO BLVD HARBORS EDGE TOWNHOMES 2025-08-13

SHEAR WALL SCHEDULE (IN ACCORDANCE wl ANSIIAFBPA SDPWS-2015 SECTION 4.3) Updated 1R012021 MINIMUM WIOTH OF NAILED PANEL ADJOINING FACEOF FRAMING® ANCHORAGE TO CONCRETE SEISMIC WIND PANEL EDGES ® CAPACITY CAPACITY wait, SHEATHING EDGE MUDSILL FACE NAILING FRAMING CLIPS I YPE NAILING PLATE ® © 1W=2 N0=2 (23 SINGLE BUILT-UP ANCHOR BOLTS MUDSILL ANCHORS IW=35 50=3.5 MEMBER MEMBER A35 @ 27 oc 240-p1/ 240-p11 P1-6 I SIDE 6'cc 2x 2x 2x 6'cc cc >)§'0@60'oc MASAP@57 oc IO4-pi 194-p8 L TP4 @ 27'0c 435 @ 18'00 350-01 358p11 P1-4 (SIDE 4'a: 2x 2. 21 4'oc a )6'0 @ 46. MASAP @ 38'0c 284-d1 284-p11 LTP4 @18'Oc A35 1(2 14'00 450-p1f 450-911 P1-3 1 SIDE 3"oc 3x (2)2x 2x 3'oc or XV @ 370c MASAP @ 28-oc 366-pif 366-p. LTP4 @ 14'0e - A35 775 0c 590-. 82Op11 P1-2 1 SIDE roc 3. (2)2x 24 7 a cc WO @ 20'oc MASAP @ 18'a p 478- 669y11 LTP4 @7X-oc A35 @ 18'0c 700-fNi 700y0 P2-4 2SIDES Woo 3. (2)2. 3x (2)Rows,4'0c and W0@28-0c MASAP@17ac 58&PII -p4 LTP4 a 118'oc A35 @14'oc P2-3 2 SIDES 3'or, 3x (2)2x 3. (2)Rows,W oc 9OS )&0 @ 2r ac MASAP @ 11'oc 7SOS-p8 733. LTP4 @ 14'oc 635@8'06 1180-Pit 164098 P2-2 2 SIDES r ar 3x (2)2x 3z (2)Rows,r oc r�t11 3¢'0 @ 17 oc MASAP @roc 957-611 1338. LTP4 @8'oc SHEAR WA,I SCHFOI II F NOTFO' (SECTION 4.3 7.1.1) i(s'OSB or IV PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24N).PANELS SHALL NOT BE LESS THAN 4'xW,EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. ® (SECTION 4.3 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 @ 1)Oc.MAXIMUM STUD SPACING SHALL BE 16bc.SHEATHING NAILS SHALL BE 0.131'0 x 2X4' PLYWOOD EDGE NAILING SRAI I BE STAGGERED NAILS SHALL BE LOCATED AT LEAST X. FROM THE PANEL EDGES. 011611 I� /'0. INTERMEDIATE WULING(tr oc) ..... .._ .IL. MIN ^_� , PANEL EDGE NAILING PER SCHEDULE(STAGGERED) ®(SECTION 43714) 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) 14-1I'—PERT y STUD,PLATE.BLOCKING RIM, I PRm OR OTHER FRAMING MEMBER MIN ADJOINING PANEL EDGES BUILT-I IP AIEMHER PERQI STUD.PLATE,BLOCKING,RIM. OR OTHER FRAMING MEMBER (5) II 1;11A I'\ MIN ADJOINING PANEL EDGES ADJOINING PANEL EDGES 43 FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT ORWEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 174. FRAMING NAILS SHALL BE 0.131'0 x W)+'0131'0 4 3'NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS m 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 .131.0.2)$'NAILS AT LTP4 CLIP WHEN INSTALLED OVER)&SHEATHING wmal ® .. _... :LI ® kw 1.11n .,.. 111=44 ill 41....,:.:. -02 '1167-°*"......7.. r4".-IN ..„lit 1.1 '111 t .14 :-.. "...14 0 ---0." .......Mk\1111110 0 7........ .1100 co 11 41 11 o )AP RIM OPTION LAP PLATE OPTION A35 OPTION I TP4 OPTION ® (SECTION 4.3.6.4.3) ANCHOR BOLTS EMBEDMENT SHALL BE 7',U O.N ALL ANCHORS SHALL HAVE 3.x 3'x 0.229'PLATE WASHERS PLATE WASHER SHALL EXTEND TO WITHIN X.OF THE EOGF 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)&OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. ANCHOR BOI T OPTION )MUDSILL ANCHOR OPTION, ))MAX 3'47x0.227 PLATE WASHERS`�s� `—�� 10 CONCRETE STEM WALLx' CONCRETE STEM WALL PER PLAN T'" PER PLAN PT.MUDSILL I'I MUDSILL (13,(ANCHOR BOLT OPTION) '''(MUDSILL ANCHOR OPTION) L3.5