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TOP PLATE PER 13/SO6 Cn n <br /> i CRIPPLE STUDS TO SHEAR WALL SCHEDULE <br /> �(2)2x STUD-NAIL SHEATHING U <br /> . ° MATCH WALL STUDS (IN ACCORDANCE w/ANSI/AF&PA SDPWS-2015 SECTION 4.3) <br /> TO EACH MEMBER w/HALF V <br /> SHEATHING NAILS Updated 5/28/2019 e <br /> MINIMUM WIDTH OF NAILED W <br /> _ ___ PANEL ® SEISMIC WIND Iy <br /> CRIPPLE FACE OF FRAMING ANCHORAGE TO CONCRETE <br /> STRAP HOLD DOWN PER PLAN - I----- ------ ® _ _ o <br /> /I.i STUDS NOT WALL ADJOINING PA EDGES MUDSILL <br /> —�i��� SHEATHING EDGE FACE NAILING FRAMING CLIPS CAPACITY CAPACITY � I� <br /> WRAPPED AROUNDEAM- �� .I� �`__ r . . ________ NAILING <br /> i <br /> ________ _____ _____ IIrr11 <br /> '� 'J,I REQ'D IF TYPE PLATE Nb=2 ft=2 1+1 <br /> NAIL STRAP OVER SHEATHING i ly, % 1,, ALT.STRAP LOCATION g <br /> LESS THAN 24" ® SINGLE BUILT-UP I=3.5 1=3.5 "a <br /> ( � HEADER PER PLAN\ / ANCHOR BOLTS MUDSILL ANCHORS (� z g <br /> SOLID BLOCKING BELOW /j;il,�ii �,ii MEMBER MEMBER <br /> BUILT-UP STUDS 00 <br /> A35 27" 240-ff 240-If Cn <br /> / FULL HEIGHT NAILING Pi8 1 SIDE W oc 2x 2x 2x 8"oe or °/.'"0 @ 60"oc MASAP®52"ac P P <br /> ° 194p1f 194-p1f <br /> HEADER PER PLAN LTP4 8"oc <br /> CS18x36"STRAPS I� A35 @ 18"oc gg <br /> WINDOW CORNERS i 1 SIDE 4"oc 2x 2x 2x 4"oc or %'0®46"oc MASAP Q 36"oe 350-pH 350-plff <br /> g <br /> (APPLY OVER SHEATHING) LTP4 18"oc 284p8 284-p <br /> ______________________ _______ _____ ADD'LFULL A35@14"oe <br /> ----- -""--- 2x HEADERS OPENING HEIGHT STUD 450-p1f 450•plf <br /> --- / BEAM PER PLAN(NO ----- �77 W/(2)12tl TOENAILS P1.3 1 SIDE 3"oc 3x (2)2x 2x 3"oc LTP4�14"oc %"0(�36"ac MASAP @ 28"oc 368•plf 388-p1f <br /> TOP PLATE AT BIM) _ EA.END STUDS PER PLAN BTL <br /> ------------------ A35(a�7Yz'oc <br /> FASTENED TOGETHER or . 590-p1f 820-p1f <br /> P1-2 1 SIDE 2"oc 3x (2)2x 2x 2"oc /a'0 20"oc MASAP 18"oc 47B-plf 889-p1f <br /> °2x4 FLAT BLOCKING W/12tl @oc LTP4 Q 7Yz"oC <br /> ° BEHIND STRAP [(1)2x U.O.N.] A35 18"oc 700-P1f 700-p1f ENGINEERING P.S. <br /> 1 2 SIDES 4"oc 3x (2)2x 3x (2)Rows,4"oc and %0 @ 28"oc MASAP C 15"oc 568-p1f 568-p1f <br /> LTP4 T 18"oc <br /> i A35 @ 14"oc <br /> i <br /> 900-plf 900-pif T. <br /> ----. - 1 2 SIDES 3"oc 3x (2)2x 3x (2)Rows,3"oc and %"0 @ 22"oc MASAP @ 1 t"oc <br /> 20 19 1$ LTP4 @ 14"oc 733-plf 733-p1f m % <br /> A35 8"oc 1180-plf 1840.PIf <br /> P2-2 2 SIDES 2"oc 3x (2)2x 3x (2)ROWa,2"oc LTP4 8"oc and %"0 C 12"oc MASAP Q 7"oc 957-plf 1338-p1f •M <br /> SHEAR WALL SCHEDULE NOTES °"jpj10tl <br /> (2)2z STUD-NAIL I12d @ 6"oc (SECTION 4.3.7.1.1) <br /> SHEATHING TO EACH (FACE NAIL PER 1/S06 7/e'OSS or+%'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. oEscwPn�" °ATE <br /> PERMIMM °9 <br /> SHEATHING NAILS <.cm ENTe will,II— <br /> I STUD-NAIL SHEATHING ® (SECTION 4.3.7.1.2.&SECTION 4.3.7.1.3) eevls,o"a II— <br /> TOE <br /> TO EACH MEMBER w/HALF OF SOLID BLOCKING BELOW PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc.MAXIMUM <br /> SH THING NAILS 'r BUILT-UP STUDS STUD SPACING SHALL BE 16"oc.SHEATHING NAILS SHALL BE 0.131"0 x 2Yz' PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST'/e' <br /> STRAP HOLD DOWN S� <br /> PER PLAN <br /> PER PLAN NAIL STRAP FROM THE PANEL EDGES. <br /> STRAP HOLD DOWN _ <br /> / <br /> WRAPPED AROUND BEAM- OVER SHEATHING ��/ TOP CHORD SPLICE NAIL STRAP OVER SHEATHING / 38 INTERMEDIATE NAILING(12"oc) <br /> 1 BOTTOM CHORD SPLICE i' MIN <br /> -------------------------- <br /> - <br /> ° <br /> s� PANEL EDGE NAILING PER SCHEDULE(STAGGERED) Q MIN <br /> Q ".-..'MIN.BETWEEN SPLICES <br /> % ( � (SECTION 4.3.7.1.4) W <br /> 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. Q <br /> G1 i� OF VERT.STUD,TYP. <br /> SINGLE MEMBER (FLATWISE) <br /> BEAM PER PLAN //! // � PER® <br /> 15 / / 14 13 STUD,PLATE,BLOCKING,RIM, <br /> OR OTHER FRAMING MEMBER <br /> X <br /> TOP FLUSH BEAM PER PLAN W/(3)ROWS (2)CS18x36"BEAM <br /> STAGGERED PANEL EDGE NAILING TO BEAM ATSIM ® 'MIN <br /> PANEL EDGE NAILING MIN ADJOINING PANEL EDGES <br /> BEAM AT ADJACENT <br /> UNIT ATSIM PARTY WALL PER PLAN SHEATHING&NAILING AT BUILT-UP MEMBER <br /> ----_--- PARTY WALL PER PLAN (n <br /> PER® <br /> STUD,PLATE,BLOCKING,RIM, <br /> SHEAR WALL EDGE 12d @ 6"oc(FACENAIL PER OR OTHER FRAMING MEMBER ® C 3 <br /> d / <br /> NAILING 1/S08 @ SHEAR WALLS) Q <br /> \co ________________ EXTERIOR WALL ® ' O <br /> ss___s_s_ .o oil,_ PER PLAN y Z <br /> IffII / TOP PLATE o N <br /> CONT.TOP PLATE PER 13/S06 J CONTINUES ® ® ® E <br /> AT SIM V <br /> 6 �— _ <br /> MIN ADJOINING PANEL EDGES ADJOINING PANEL EDGES <br /> G) <br /> U <br /> 2x STUDS @ 1 'oc � Q� > <br /> PANEL EDGE E SHEAR WALL EDG ® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1Yz'. LU <br /> NAILING SHEATHING& FRAMING NAILS SHALL BE 0.131'0 x 3Ya.0.131"0x3"NAILS MAY 8E USED WHEN STITCHING TOGETHER(2)2z MEMBERS WITH NO SPACERS. � <br /> (2)2x HEADE NAILING w <br /> ii FULL HEIGHT NAILING PER PLAN <br /> i (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 <br /> ---------------- FASTEN BUILT-UP MEMBERS. (� <br /> EXTEND <br /> STRAP 24 EXTEND STRAP <br /> 24"ATSIM i <br /> IS <br /> STRAP _cz <br /> 10 (BLOCKBEHIND) <br /> PER PLAN �) <br /> ((2)2x MIN.) " " PER PLAN R v <br /> ° ((2)2x MIN.) <br /> ADD'L STUD- PANEL EDGE NAILING <br /> STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE <br /> HOLD DOWN PER PLAN a PLAN(WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION 1'�YJISAGC HOMES <br /> (APPLY OVER SHEATHING) FACE NAILING PER <br /> PER PLAN—. SHEAR WALL SCHEDULE ® (SECTION 4.3.6.4.3) <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 Yz'OF THE 9.9.1 M thavet <br /> ANCHOR BOLTS PER 1/S06 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 /> fi <br /> HALF OF THE PLATE WASHERS ARE WITHIN Y2'OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. 950519th Ave SE <br /> Suite 118 <br /> P.T.3x6 MUDSILL 208 <br /> PANEL EDGE NAILING OLD DOWN AND ADD'L I_sereerc'wmesem.ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION geho .wm <br /> PER SHEAR WALL UD PER PLANSCHEDULE <br /> HERE OCCURS) <br /> 3"x3"x0.229"PLATE WASHERSCE NAILING PERSTUDS PER PLAN HEAR WALL SCHEDULE <br /> JOB NO.: <br /> BASEMENT- p L-2 <br /> 94 @ 16"oc, 22-447-02 <br /> SLAB ELEV. HORIZ <br /> 1Yz TYP STRAP HOLD DOWN PER ' <br /> GARAGE ----------_ PLAN(WHERE OCCURS) ,'++ !., y TEM WALL CONCRETE STEM WALL PLOT DATE <br /> SLAB - - CONCRETES 09/02I2022 <br /> ELEV. PANEL EDGE NAILING FACE NAILING PER Fh PER PLAN PER PLAN <br /> #4 18"oc,VERT PER SHEAR WALL SHEAR WALL SCHEDULE <br /> FOOTING PER 11S07 - -' (HOOK AROUND SCHEDULE P.T.MUDSILL P.T.MUDSILL DATE: 0 9/0 212 0 2 2 <br /> FTG.REINFJ _ <br /> '� _______________ ✓i', <br /> SCALE: Ye"=1'-0" <br /> " ®(ANCHOR BOLT OPTION) ®(MUDSILL ANCHOR OPTION) DRAWN: BIDS <br /> HOLD DOWN AND ADOL CHCKD: RMH <br /> J STUD PER PLAN <br /> FOOTING J (WHERE OCCURS) SHEET NO.: <br /> CONTINUES STUDS PER PLAN <br /> 5 AT SIM 4 STUDS PER PLAN 3 1 S O G <br />