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TOP PLATE PER 13/SO6 N ^ <br /> �(2)2x STUD-NAIL SHEATHING CRIPPLE STUDS TO SHEAR WALL SCHEDULE U <br /> MATCH WALL STUDS (IN ACCORDANCE w/ANSI/AF&PA SDPWS-2015 SECTION 43) <br /> TO EACH MEMBER w/HALF OF Updated 5/28/2019 <br /> SHEATHING NAILS V E <br /> MINIMUM WIDTH OF NAILED W 8 <br /> CRIPPLE FACE OF FRAMING @ ANCHORAGE TO CONCRETE <br /> STRAP HOLD DOWN PER PLAN ---.---- - a„ PANEL ADJOINING PANEL EDGES SEISMIC WIND Cn <br /> I'r- _ J7luL�7T' STUDS NOT WALL MUDSILL ® CAPACITY CAPACITY F,-I <br /> WRAPPED AROUND BEAM- - - -------- ---------- ----- -------- SHEATHING EDGE ® FACE NAILING FRAMING CLIPS rrrr�� Sr� <br /> NAIL STRAP OVER SHEATHING 'i Ir ALT.STRAP LOCATION REQ'D IF TYPE NAILING PLATE ® ® h/b=2 h/b=2 <br /> HEADER PER PLAN\ / LESS THAN, 24" © h/b=3.5 h/b=3.5 +1'SINGLE BUILT-UP ANCHORBOLTS MUDSILLANCHORS ' („) <br /> SOLID BLOCKING BELOW MEMBER MEMBER tl-I y <br /> BUILT-UP STUDS A35 27"oc Cl] 0 <br /> PANEL EDGE NAILING s 240-plf 240•plf <br /> P1.6 1 SIDE 6"oc 2x 2x 2x 6"cc or %"0 @ 60"oc MASAP @ 52"oc <br /> FULL HEIGHT 194p1f 194-pN <br /> II C 16x "STRAPS HEADER PER PLAN <br /> LTP4�27"oc <br /> S 38 @ A35 @ 18"oc <br /> 350.If 350.If <br /> s�� P P <br /> WINDOW CORNERS Ir Io /0 46"oe MASAP 38'oc <br /> P14 1 SIDE 4 oc 2x 2x 2x 4 a e <br /> I <br /> ° (APPLY OVER SHEATHING) LTP4 @ 18"oc 2B4-PIf 284-PN <br /> _____ --------_------__------ ____ ___________________ ____ ADD'L FULL A35 @ 14"oc <br /> II <br /> ✓i L 2x HEADER @ OPENING HEIGHT STUD 450-plf 450-pif <br /> BEAM PER PLAN(NO - W/(2)12d TOENAILS Pt-3 1 SIDE 3"oc 3x (2)2x 2x 3"oc or s/e'"0 @ 36"oc MASAP @ 28"oc 3wPlf 366-plf <br /> TOP PLATE AT SIM) ° EA.END STUDS PER PLAN LTP4(� 4"oc <br /> ____ <br /> --------------____ /' A35@r1i'oc 590.If 820-If BTL <br /> FAST ENED TOGETHER Pi-2 1 SIDE 2"oc 3x (2)2x 2x 2"oc %"0 20"oc MASAP 18"oc p p <br /> W/12d @ 6"ot 478-p1f 889-PIf <br /> / 2x4 FLAT BLOCKING LTP4 @ 7Yi'of <br /> BEHIND STRAP [(1)2x U.O.N.] A35 @ 18"oc ENGINEERING P.S. <br /> s 700-PIf 700-PIf Ea IN <br /> n, <br /> P24 2 SIDES 4"oc 3x (2)2z 3x (2)Rowe,4"oc and %"0 @ 28"oc MASAP @ 15"oc <br /> LTP4 @ 1 B"oc 588-p1f 588-p1f <br /> A35@14"oc <br /> 900-plf 900-pif 0- <br /> 20P2-3 2 SIDES 3"oc 3x (2)2z 3x (2)Rowe,3"oe and s/e'0 @ 22"oc MASAP@11"a 733•plf 733-p1f 19 18 LTP4 @ 14"ofA35 @ 8"ac 1180-plf1640•plfP2-2 2 SIDES 2"w 3x (2)2x 3x (2)Rowe,2"oc entl %"0 @ 12"ac MASAP @ 7"oc 957-p1f 1338-PIfLTP4 @ 8"oc <br /> 12d @ 6"oe SHEAR WALL SCHEDULE NOTES <br /> (2)2x STUD-NAIL (SECTION 4.3.7.1.1) -- -aaiam am.aua <br /> SHEATHING TO EACH (FACE NAIL PER 1/SOB r/a'OSB or'Vu"PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24/0).PANELS SHALL NOT BE LESS THAN 4'x8',EXCEPT <br /> MEMBER w/HALF OF @ SHEAR WALLS) AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. oSscRlPrioN ogre <br /> SHEATHING NAILS <br /> "--(2)2x STUD-NAILSHEATHING cirr coNw,eNre ov+rnozs <br /> TO EACH MEMBER w/HALF OF - SOLID BLOCKING BELOW ® (SECTION 4.3.7.1.2.&SECTION 4.37.1.3) Rawsior+e <br /> SHEATHING NAILS ;r BUILT-UP STUDS PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc.MAXIMUM <br /> STRAP HOLD DOWN STUD SPACING SHALL BE 16'ac.SHEATHING NAILS SHALL BE 0.131"O x VY.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST a%" <br /> FROM THE PANEL EDGES. <br /> STRAP HOLD DOWN PER PLAN PER PLAN NAIL STRAP I <br /> / <br /> WRAPPED AROUND BEAM- OVER SHEATHING %I <br /> .9 TOP CHORD SPLICE � <br /> NAIL STRAP OVER SHEATHING 3�8 Ili"-INTERMEDIATE NAILING(12"oc) <br /> BOTTOM CHORD SPLICE MIN <br /> III <br /> II <br /> 1 <br /> I o <br /> I <br /> VJ <br /> PANEL EDGE NAILING PER SCHEDULE(STAGGERED) <br /> MIN <br /> - 4'4'MIN.BETWEEN SPLICES I' <br /> r� (SECTION 4.3.7.1.4) w <br /> i LOCATE SPLICE @ CENTERLINE THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. <br /> r1 OF VERT.STUD,TYP. 0 <br /> SINGLE MEMBER (FLATWISE) <br /> PER(3 <br /> BEAM PER PLAN PER® <br /> STUD,PLATE,BLOCKING,RIM, <br /> 15 14 13 OR OTHER FRAMING MEMBER <br /> TOP FLUSH BEAM PER PLAN W/(3)ROWS <br /> STAGGERED PANEL EDGE NAILING F TO BEAM A BEAM a) <br /> TO BEAM AT SIM <br /> v MIN <br /> PANEL EDGE NAILING MIN ADJOINING PANEL EDGES L <br /> _ BEAMATADJACENT CID <br /> UNITAT SIM PARTY WALL PER PLAN SHEATHING&NAILING AT BUILT-UP MEMBER <br /> PARTY WALL PER PLAN ; " <br /> ® � <br /> PER <br /> ----- � STUD,PLATE,BLOCKING,RIM, a) <br /> ° SHEAR WALL EDGE 12d @ 6"oc(FACENAIL PER ;MIN <br /> OR OTHER FRAMING MEMBER ® E y <br /> ------ ° NAILING 1/SO6 @ SHEAR WALLS) 0 3 <br /> li <br /> __ ________________ EXTERIOR WALL 4O 0 <br /> _-��_s_e ---- CONTINUES <br /> _ PER PLAN C O <br /> TOP PLATE �j <br /> CONTINUES <br /> CONT.TOP PLATE PER 13/SOB ° ® ® ® O E <br /> AT SIM � O <br /> 2x STUDS @ 16"oc ADJOINING PANEL EDGES �ADJOINING`PANEL EDGES�I <br /> PANEL EDGE +,� W <br /> NAILING4L* <br /> SHEAR WALL EDGE ® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1/p. <br /> (2)2x HEADE FULL HEIGHT SAILING PER <br /> & NAILING FRAMING NAILS SHALL BE 0,131"0 x 3Yd'.0.131"Ox3"NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. <br /> NAILING PER PLAN <br /> (HALF EA.STUD) ® AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO w <br /> -- -- °''°'"' --------------- FASTEN BUILT-UP MEMBERS. W <br /> EXTEND <br /> STRAP 24' EXTEND STRAP @O <br /> CONT.(2)CS16 STRAP <br /> 24"AT SIM <br /> 10 (BLOCKBEHIND) Q <br /> PER PLAN ° PER PLAN V <br /> ((2)2x MIN.) ° ((2)2x MIN.) <br /> ADO'L STUD <br /> STRAP HOLD DOWN PER PANEL EDGE NAILINGPER SHEAR WALL SCHEDULE <br /> HOLD DOWN PER PLAN PLAN(WHERE OCCURS) <br /> v LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION SAGLF10MG5 <br /> (APPLY OVER SHEATHING) FACE NAILING PER <br /> PER PLAN SHEAR WALL SCHEDULE ® (SECTION 4.3.8.4.3) <br /> 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 Yi'OF THE <br /> ANCHOR BOLTS PER 1/SOB 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 O.0o Homes Northwest <br /> - - HALF OF THE PLATE WASHERS ARE WITHIN Yi'OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. 9505 19th Ave SE <br /> 820 <br /> P.T.3x6 MUDSILL Suite 119 <br /> PANEL EDGE NAILING HOLD DOWN AND ADD'L Everett, srvv. <br /> PER SHEAR WALL STUD PER PLAN ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION www.aegehomomesnw.com <br /> SCHEDULE (WHERE OCCURS) 3" Yi'MAX <br /> °. . z3"x0.229"PLATE WASHERS �;;:• <br /> ° FACE NAILING PER <br /> ° STUDS PER PLAN SHEAR WALL SCHEDULE <br /> BASEMENT v r 94 @ 16"oc, ili r, ��e, P JOB NO.: <br /> n I� <br /> SLAB EI.EV. HORIZ - <br /> ____________ 0 <br /> STRAP HOLD DOWN PER 22 447 02 <br /> GARAGE 1YQ PLAN(WHERE OCCURS) l°r '• CONCRETE S WALL CONCRET STEM WALL PLOT DATE <br /> __________ -`y `t- ETE STEM A �^ - E <br /> SLAB <br /> ELEV. #4 @ 18"oc,VERT PANEL EDGE NAILING FACE NAILING PER / PER PLAN °< / PER PLAN OB/29/2022 <br /> FOOTING PER VS07 (HOOK AROUND PER SHEAR WALL SHEAR WALL SCHEDULE <br /> SCHEDULE P.T.MUDSILL P.T.MUDSILL DATE: 08I29/2022 <br /> ' FTG.REINFJ <br /> ______ nL"' SCALE: Y,"=1'-0" <br /> ®(ANCHOR BOLT OPTION) ®(MUDSILL ANCHOR OPTION) DRAWN: BIDS <br /> _ _ • HOLD DOWN AND ADD'L <br /> CHCKD: RMH <br /> STUD PER PLAN <br /> FOOTING J (WHEREOCCURS) <br /> 5 CONTINUES 4 STUDS PER PLAN STUDS PER PLAN 3 1 SHEET NO.: <br /> AT SIM <br /> S06 <br />