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NOTES: <br /> SHEARWALL 15/32"WOOD STRUCTURAL PANEL SCHEDULE <br /> EDGE NAILING TO TOP PLATES,STAGGER ——— TOP PLATES(SPLICE PER PLAN& MARK SHEATHING NAIL EDGE NAIL FIELD SILL TO WOOD CONN. SILL TO SEISMIC WIND <br /> — — — <br /> — — ��— �—SCHEDULE) SIZE SPACING NAIL SPACING(PRE-DRILL) CONCRETE CAPACITY CAPACITY <br /> STUDS @ 16"O.C.MAX _SHEATHING @ OPENINGS FOR FLUSH (PLF) (PLF) <br /> II II III II FINISH Al 35.STIRO.S. 10d 6" 12" 2'Ox7"L.S.@ 16"O.C. 5"0 AB @ 48" 310 435 <br /> EDGE NAILING @ NAILING �� <br /> PANEL EDGES II �—1L—II OOR OR WINDOW HDR B1 32"STIR O.S. 10d 4" 12" 2'0x7"L.S.@ 12"O.C. a"0 AB @ 32" 460 645 <br /> FIELD NAILING @ ALL OTHER II III TRIMMER STUD(S),SEE HEADER C1 32"STIR O.S. 10d 3"STGR 12" z'Ox7"L.S.@ 8"O.C. 5"0 AB @ 32" 600 840 <br /> STUDS DETAIL <br /> EDGE NAILING TO HD POST H III D1 32"STIRO.S. 10d 2"STGR 12" 2'Ox7"L.S.@ 6"O.C. 8"0 AB @ 24" 770 1077 <br /> (FULL HEIGHT) .I BLOCKING @ ALL PANEL EDGES(SEE O 2 15„ 1 5„ <br /> II II A2 32 STSTIRB.S. 10d 6" 12" 0x7"L.S.@ 8"O.C. a 0 AB @ 24" 620 870 <br /> NOTE 1) <br /> HD POST EACH END II II ____-----HOLDOWN PER PLAN 62 32"STR B.S. 10d 4" 12" 2'Ox7"L.S.@ 6"O.C. s"0 AB @ 16" 920 1290 <br /> (NOTE 2) <br /> A IL C2 32"STR B.S. 10d 3"STGR 12" 2'Ox7"L.S.@ 4"O.C. <br /> DGE NAILING TO SILL s 0 AB @ 16" 1200 102016 0 <br /> D2 1$"STIR B.S. 10d 2" "STGR 12 5i 12" 1540 2155 <br /> 32 <br /> z„0x7"L.S.@ 3"O.C. s0 AB @ <br /> NOTES SHEARWALL NOTES <br /> 1. STUD,SILL,AND BLOCKING SIZES 1. O.S.INDICATES SHEATHING ON SIDE OF WALL AS SHOWN ON PLANS. <br /> 2. SEE HOEDOWN DETAIL FOR ADDITIONAL HD POST SIZE REQUIREMENTS B.S.INDICATES SHEATHING ON BOTH SIDES OF WALL <br /> 3. MINIMUM PLYWOOD DIMENSION IS 2'-0"4. AT DBL 2X HOLDOWN POSTS STAGGER EDGE NAILING EQUALLY TO EACH POST L.S.INDICATES LAG SCREWS <br /> 5. POSITION EDGE OF PLATE WASHER WITHIN 2'OF SHEATHED EDGE OF SILL PLATE. NOTE:PROVIDE CUT 2. USE COMMON WIRE NAILS(MIN FASTENER PENETRATION IN FRAMING MEMBER-12' <br /> z ( 3. 5"0 HILTI KWIK-BOLT TZ IS AN ACCEPTABLE ANCHOR BOLT ALTERNATIVE 4 MIN EMBED,ENT& N0. REVISED FOR: DATE(Y-M-D): <br /> WASHER BETWEEN A.B.NUT&PLATE WASHER s ( �� <br /> EDGE DISTANCE,ESR-1917) 1. <br /> 4. SHEAR CAPACITY BASED ON 2015 NDS 2. <br /> 3. <br /> 4. <br /> �1 TYPICAL SHEAR WALL NOTES 15/32"WOOD STRUCTURAL PANEL SCHEDULE 5. <br /> r SCALE:N.T.S. 1. J SCALE:N.T.S. 6 <br /> 7. <br /> O'DRIMKUS <br /> 13900 ALTON PKWY SUITE 123 <br /> O <br /> HD E WHERE SILL PLATE IS POST PER PLAN(MIN HOEDOWN SCHEDULE IRVINE,CA 92618 <br /> OF DBL 2X4) DRILLED OR NOTCHED CHRISTINE.COSIP@RIMKUS.COM <br /> TYPE FASTENER MIN POST CAPACITY MORE THAN a OF THE (800)580-3228 1(949)818-0404 <br /> SIZE (LBS) <br /> PLATE WIDTH,INSTALL <br /> OLDOWN PER PLAN (6)4X2Z SDS SEAL: <br /> " HUD2 3X32 3,075 ONE BOLT EACH SIDE OF <br /> SCREWS NOT w4'°w s°pso <br /> SILL PLATE HDU4 (1 SCREWS S 3X32 4,565hoz <br /> CONCRETE FOOTING, HDU5 (14)4X22 SIDS ® <br /> 5,645 ® 12 ® y <br /> � <br /> STEMWALL,ETC. SCREWS —j 9 91. 9 R�sssa�� <br /> HDUB (2SC EWS S 3ZX42 7,780 CSsrowu, <br /> (3 4X2Z SDS NOTES <br /> 1 <br /> DRILL AND EPDXY ANCHOR HDU11 SCREWS 32X74 11,175 1. SILL PLATE BOLTING W/SIMPSON PLATES <br /> ROD MIN 6"INTO CONCRETE A. BPS5/8-3 @ 2X4 STUD WALL NO. ISSUED FOR: DATE(Y-M-D): <br /> B. BPS5/8-6 @ 2X6 STUD WALL 1. CONSTRUCTION 2025-03-20 <br /> 2. 3 GA.3X62"PLATE WASHER WITH 6'WIDE X 143° 2. <br /> LONG DIAGONAL SLOT @ 2X8 STUD WALL g <br /> 3. PROVIDE BOLTS @ 6'O.C.UNO 4 <br /> TYPICAL HOLDOWN DETAIL AND SCHEDULE 4. PROVIDE MIN 2 BOLTS PER SILL SECTION <br /> U <br /> J SCALE:N.T.S. 5. <br /> 6. <br /> 7. <br /> PROJECT. <br /> SILL PLATE BOLTS GENDERAL NOTES STRUCTURAL REPAIR DRAWINGS <br /> * -E:NW FOR WEST WALL <br /> STAGGER NAIL 4'MIN LA AND SOUTHWEST CORNER <br /> NAILS 16d 1606 SE EVERETT MALL WAY <br /> PER 6 EVERETT,WASHINGTON,98208 <br /> 1„ 3„ SCH 16" <br /> 12" 12, CLIENT: BLUSKY RESTORATION <br /> CONTRACTORS,L.L.C. <br /> U, w 00 <br /> 1000 SW 34TH SEE RENTON,WA 9805 <br /> F 0 F <br /> J Q J Q SHEET TITLE: <br /> (n 0 00 DETAILS <br /> PLATE SPLICE SCHEDULE <br /> MARK MIN PLATE NAILS I BOLTS <br /> HICKNES EACH SIDE EACH SIDE FOR CLIENTS SOLE USE PER GOVERNING CONTRACT <br /> ❑1 2-2X I 8-16d AND LIMITED TO APPLICABLE PROJECT.NO <br /> MODIFICATIONS OR REPRODUCTIONS WITHOUT <br /> NOTE WRITTEN APPROVAL OF RIMKUS.CONTRACTOR SOLELY <br /> 1.NAILING PATTERN SYMMETRICAL ABOUT SPLICE LOCATIONS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. <br /> 2.SPLICES TO BE LOCATED DIRECTLY ABOVE STUDS PROJECT NO: 100292957 <br /> DATE(Y-M-D): 2025-03-21 <br /> PLATE SPLICE SCHEDULE SCALE: AS NOTED <br /> 5 SCALE:N.T.S. DESIGNED BY: MK <br /> DRAWN BY: MK <br /> CHECKED BY: JDM <br /> DRAWING NO: O <br /> L City of Everett Permit Services <br /> EVERETT Reviewed for Permit 05/16/2025 <br /> SHEET NO: 4 OF 4 <br />