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TOP PLATE PER 13/SO6 <br /> a <br /> (2)2x STUD-NAIL SHEATHING <br /> CRIPPLE STUDS TO <br /> SHEAR WALL SCHEDULE <br /> TO EACH MEMBER w/HALF OF - ----- MATCH WALL STUDS (IN ACCORDANCE w/ANSI/AF&PA SDPWS-2015 SECTION 4.3) ` <br /> SHEATHING NAILS 7 -._ Updated 1/20/2021 <br /> r- MINIMUM N4DTH OF NAILED <br /> CRIPPLE PANEL FACE OF FRAMING® ANCHORAGE TO CONCRETE SEISMIC WIND <br /> STRAP HOLD DOWN PER PLAN _ ----- ADJOINING PANE LEDGES ' <br /> WRAPPED AROUND BEM- -7'j - - r -----� I� STUDS NOT a WALL SHEATHING EDGE ® PLAILL FACE NAILING FRAMING CLIPS ® CAPACITY CAPACITY z <br /> NAIL STRAP OVER SHEATHING REO'D IF I TYPE NAILING - � <br /> --ALT..STRAP LOCATION LESS THAN 24 2 <br /> HEADER PER PLAN I 7 � SINGLE BUILT-UP h/b=2 h/b=2 <br /> MEMBER MEMBER hlb=3.5 h/b=3.5 <br /> SOLID BLOCKING BELOW I ANCHOR BOLTS MUDSILL ANCHORS <br /> BUILT-UP STUDSPANEL EDGE A35 @ 27"oc <br /> FULL HEIGHT FILING CS16x36"STRAPS PI-6 1 SIDE 6"oc 2x 2x 2x 6"oc ar lf <br /> °" ?g4-plf 19lf 4�1f <br /> HEADER PER PLAN __ LTP4 @ 2T'oc °0 60"oc MASAP @ 52"oc <br /> i' WINDOW CORNERS A35 @ 18"oc p <br /> { (APPLY OVER SHEATHING) Pi-4 7 SIDE 4"oc 2z 2x 2x 4"oc or °" 36"oc 284-pl( 284-p1f <br /> 1 ADD'L FULL - LTP4 @ 18 oc °0(�46"ac MASAP <br /> 21 HEADER @ OPENING ^ HEIGHT STUD A35 @ 14'oc <br /> i / BEM PER PLAN NO °e 0 @ 36"ac MASAP 450-p1( 450-p1f <br /> IIII ( W/(2)12d TOENAILS P1-3 1 SIDE 3"oc 3x (2)2x 2x 3"oc or (d}28"oc 366-p1f 366-plf <br /> TOP PLATE E.END LTP4 @ 14'oc <br /> STUDS PER PLAN - A35 @ 71i oc <br /> FASTENED TOGETHER �' P1-2 1 SIDE 2"ac 3x (2)2x 2x 2"oc or °a 0 @ 20"oc MASAP @ 18"oc 590-p1f 820.p1f <br /> A <br /> 1 I W/12d @ 6'oc 478-p1f 669-plf BTL <br /> BLOCKING I(1)2x U.O.N.] LTP4@1" @ p �2x4 FLAT ac <br /> A35 @ 18'oc 58 If 700-If ENGINEERING P.S. <br /> P2-4 2 SIDES 4"oc 3x (2)2x 3x (2)Rows,4"oc and °°0 @ 28"oc MASAP 15"oc 700-pi; 700-p1f <br /> BEHIND STRAP LTP4 @ 18"oc <br /> _._ I:.. .. A35@14 oc <br /> ---- -- - -- P2-3 2 SIDES 3"oc 3x (2)2x 3x (2)Rows,3"oc and s°0 @ 22"oc MASAP @ 11"oC 900-po 900-p1f <br /> LTP4 @ 14"oe 733-plf 733-p1f <br /> 20 19 1 e+ <br /> -- P2-2 2 SIDES 2"oc 3x (2)2x 3x (2)Rows,2"oc A35 @d8"oc ' <br /> - - - sa'O @ 12"oc MASAP @ 7"ac 1180-p1( 1640.p1f <br /> LTP4 @ 8"oc 957-pB 1338-p1f .- <br /> SHEAR WALL SCHEDULE NOTES <br /> (2)2x STUD-NAIL - - 12d @ 6"oc (SECTION 4.3.7.1.1) a a Ie <br /> SHEATHING TO EACH 1 (FACE NAIL PER 1/S06 ''I 1 'OSB or'saz"PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24/0).PANELS SHALL NOT BE LESS THAN 4'x&,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. <br /> oEscaiErlory <br /> SHEATHING NAILS rE-r-Er asromma <br /> SHEATHING NAILS w/)2x STUD-NAIL HALFSHEATHING BUILT-UP' TO EACH MEMBER w/HALF OF � ® (SECTION 4.3.7.1.2.8 SECTION 4.3.7.1.3) <br /> SOLID UP STUDS BELOW _ _ -. _ PANEL EDGE NAILING APPLIES TO ALL SHETHING PANEL EDGES,NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc.MAXIMUM <br /> OVER SHEATHING ! Y STUD SPACING SHALL BE 18"ac.SHEATHING <br /> NAILS SHALL BE 0.131"0 x 212'.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST aa' <br /> STRAP HOLD GOWN I 1- <br /> STRAP HOLD DOWN PER PLAN PER PLAN NAIL STRAP FROM THE PANEL EDGES. <br /> WRAPPED AROUND BEM- TOP CHORD SPLICE <br /> NAIL STRAP OVER SHEATHING <br /> 3 INTERMEDIATE NAILING(12"oc) <br /> BOTTOM CHORD SPLICE f MIN <br /> MIN PANEL EDGE NAILING PER SCHEDULE(STAGGERED) <br /> / - 4'-0"MIN.BETWEEN SPLICES / <br /> Q3 (SECTION 4.3,7.1.4) w <br /> J LOCATE SPLICE @ CENTERLINE THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING ATADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. <br /> / OF VERT.STUD,TYR. 0 <br /> SINGLE MEMBER (FLATWISE) <br /> I / r PER® <br /> BEM PER PLAN 15 4_. ---_—__-I- _ _..- -. - 1 A 13 ,�'� / / PER® <br /> STUD,PLATE,BLOCKING,RIM <br /> _ - OR OTHER FRAMING MEMBER <br /> CONT.TOP PLATE PER �. \ <br /> 131S06 FASTEN TO PANEL EDGE NAILING 3 ® // 3 N <br /> HEADER W/12d @ 6'oC ^ <br /> PANEL EDGE <br /> HEADER NAILING CONT.TOP PLATE PER ADJOINING PANEL EDGES E <br /> PER PLAN 13/SO6 FASTEN TO O <br /> I HEADER W/12d @ 6"oc PARTY WALL PER PLAN SHEATHING&NAILING AT BUILT-UP MEMBER 0-TOP PLATE PARTY WALL PER PLAN <br /> CONTINUES •�� PER® / U <br /> a i CS16x36"STRAP HEADER PER PLAN AT SIM STUD,PLATE,BLOCKING,RIM, J <br /> g (BLOCK BEHIND) ` SHEAR WALL EDGE- OR OTHER FRAMING MEMBER '--I <br /> NAILING <br /> o- - FACENAIL PER 1/SO6 @ ® © 3 C <br /> a - SHEAR WALLS ti O r 2 <br /> � / EXTERIOR WALL <br /> e PER PLAN - UU <br /> CRIPPLE 7 rl- rl <br /> STUDS @ 1 <br /> HEADER AT // EE <br /> 16"oc 2z CRIPPLE ADJACENT 94 ADJOINING PANEL EDGES ADJOINING PANEL EDGES <br /> i I <br /> UNITAT SIM i \ � > U <br /> i <br /> i <br /> STUDS 16"cc <br /> @ LL <br /> PANEL EDGE <br /> i <br /> 'i NAILING SHEAR WALL EDGE 4O FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 11z'. LLI U <br /> i /1 <br /> EXTEND (2)2x HEADER i`''i SHETHING 8 - ----- NAILING FRAMING NAILS SHALL BE 0.131"0 x 3 q'.0.131"0 x 3"NAILS MAYBE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. Q <br /> FULL HEIGHT NAILING PER PLAN a/ STRAP 24' / (HALF E.STUD) ® AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO <br /> I CONT.(2)CS78 STRAP (2)2x HEADER FASTEN BUILT-UP MEMBERS.USE 0.131"0 x 21z'NAILS AT LTP4 CLIP WHEN INSTALLED OVER'i'SHEATHING. O <br /> � <br /> (BLOCK BEHIND, EXTEND \ 4— <br /> EXTEND FULL LENGTH 7 / / <br /> OF SHEAR WALL)TYP STRAP 24 EXT <br /> N END STRAP 4� <br /> EA SIDE OF STEP EXTEND 24"AT SIM <br /> / STRAP 24' / CONT.(2)CS16 STRAP Y \ I Y W <br /> (BLOCK BEHIND) <br /> PER PLAN PER PLAN,TYP. ((2)2x MIN.) PER PLAN <br /> ((2)2x MIN.) <br /> ADDL STUD PANEL EDGE NAILING <br /> STRAP HOLD DOWN PER- PER SHEAR WALL SCHEDULE - - III <br /> PER PLAN -/ HOLD DOWN PER PLAN ---.. n PLAN(WHERE OCCURS) FACE NAILING PER <br /> LAPRIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION :N <br /> x� (APPLY OVER SHEATHING) a <br /> m PER PLAN----• SHEAR WALL SCHEDULE .` <br /> P.T.3x6 MUDSILL PANEL EDGE NAILING FULL -. 1_�� ® (SECTION 4.3.TS E � <br /> .. ANCHOR BOLTS EMBEDMENT SHALL BE D U.O.N.ALL ANCHORS SHALL HAVE 3"x 3"x BOTH <br /> SIDES <br /> PLATE WASHERS.PLATE WASHER SHALL EXTEND TO REQUIRED, <br /> E OF THE <br /> HT(HALF EA STUD) / O <br /> .' ANCHOR BOLTS PER 1/SD6 �� �� � 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 <br /> HALF OF THE PLATE WASHERS ARE WITHIN 12"OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. D <br /> - P.T.3x6 MUDSILL x <br /> P EAR WALL STUD PER PLAN NAILING HOLD DOWN AND ADD'L <br /> PER <br /> SHEAR ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION " <br /> - ti <br /> Jl SCHEDULE (WHERE OCCURS) <br /> 3'k3"x0.229"PLATE WASHERS 1 MAX Q <br /> FACE NAILING PER <br /> STUDS PER PLAN SHEAR WALL SCHEDULE • • <br /> BASEMENT #4 @ i6"oc, �, JOB NO.: <br /> SLAB ELEV. HORIZ - '0 ;L • <br /> STRAP HOLD DOWN PER - - - 23-239-06 <br /> 1'�.TYR PLAN(WHERE OCCURS) <br /> GARAGE CONCRETE STEM WALL CONCRETE STEM WALL PLOT DATE <br /> SLAB ELEV. #4 @ 16"oc,VERT PANEL EDGE ILING <br /> FACE NAILING PER PER PLAN PER PLAN O6/08/2023 <br /> NA <br /> SHEAR SCHEDUL <br /> E LE <br /> FOOTING P <br /> PER SHEAR WALL ' <br /> O ING PER 1/S07 HOOK AROUND <br /> P.T.MUDSILL <br /> ` I— - FTG.REINF.) i SCHEDULE \_�/ SI P.T.MUDSILL DATE. Ofi/OB/2023 <br /> SCALE: q"=1,4" <br /> STEP FOOTING PER 111S07 III ®(ANCHOR BOLT OPTION) ®(MUDSILLANCHOR OPTION) DRAWN: BDS <br /> HOLD DOWN AND ADD'L <br /> _ STUD PER PLAN CHCKD: RMH <br /> FOOTING (WHEREOCCURS) <br /> SEE 4/SO6 CONTINUES STUDS PER PLAN '� BLDG: SHEET NO.: <br /> FOR CALL-OUTS AT SIM 1 <br /> IN COMMON C I STUDS PER PLAN 1 B S 06 <br />