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12d @ 6"oc(FACE NAIL SHEAR WALL SCHEDULE <br /> PER 1/SO6 @ SHEAR (IN ACCORDANCE w/ANSI/AFBPA SDPWS-2015 SECTION 4.3) C <br /> WALLS) Updated 1/20/2021 <br /> MINIMUM W10TH OF NAILED v- <br /> FACE OF FRAMING ANCHORAGE TO CONCRETE SEISMIC WIND W z` <br /> PANEL ADJOINING PANEL EDGES V' <br /> WALL SHEATHING EDGE CAPACITY CAPACITY <br /> (3) MUDSILL FACE NAILING FRAMING CLIPS ® $ x <br /> TYPE NAILING PLATE 4Q © <br /> © SINGLE BUILT-UP hlb-2 Mb-2 �, a <br /> MEMBER MEMBER <br /> ANCHOR BOLTS MUDSILL ANCHORS h/b=3.5 IVb=3.5 VO <br /> SIMPSON/USP COMMONLY USED CONNECTIONS:CROSS TOP CHORD SPLICE <br /> REFERENCE TABLE A35 @ 27"oc 240.p1f zao-pU U <br /> P16 1 SIDE 6"oc 2x 2x 2x 6"oC or WO @ 60"oc MASAP @ 52'oc Q w w <br /> LTP4 @ 18"oc 19gplf 194-p1f a a m= <br /> BOTTOM CHORD SPLICE LTP4 @ 27"oc <br /> TYPE SIMPSON STRONG-TIE USV.NNECT RS Inspections A35 @ 18"OC 350-pif 350-plf l� <br /> CONNECTORS °a Cr.,la' jn$peCt�011$ Required Pi-0 1SIDE 4"oc 2x 2x 2x 4"oc or "0@4fi"oc MASAP@36"oc w <br /> 2804 pif 284-plf <br /> PRODUCT# PRODUCT# See Sheet S01 <br /> A35 @r 4"oc .„0 @ 36"oc MASAP 450-Pif 450-pplf n <br /> HOEDOWN HOU2-SD52.5 PHD2A P1-3 1 SIDE 3"oc 3x (2)2x 2x 3"oc @ 28"oc 366- f 366-If <br /> ._.__..__. LTP4 14"oc <br /> HOLDOWN HDU4-SD52.5 PHD4A A35 @ 7 i'oc <br /> OF V MIN.BETWEEN SPLICES 590-p1f 820.p1f <br /> 4-0 Pi-2 1 SIDE 2"oc 3x (2)2x 2x 2"ac or y"0 @ 20"oc MASAP @ 18"oc <br /> HOLDOWN HDU5-SDS2.5 PHDSA LTP4 @ 7Y'oc 47"If 669-pit In a <br /> -- ATE SPLICE @ CENTERLINE A35 18 oc �'Lz <br /> HOLDOWN HDUSSDS2.5 I1HU6 ERT.STUD,TYP. @ 700-pIP 700-p1F 3h.i <br /> P2-4 2 SIDES 4"oc 3x (2)2z 3z (2)Rows,4"oc and %"O @ 28"oc MASAP @ 15"oc 568-p1f 568-p1f �>`4 <br /> HOLDOWN STH01', TAD14 LTP4@1B"oc ,ry <br /> A35 @ 14"oc 900.pit goo-If <br /> HOLDOWN STH014RJ SrAD14RJ P2-3 2 SIDES 3"oc 3x (2)2x 3x (2)Rows,3"oc and "0 @ 22"oc MASAP @ I V oc 733-PIf 733-pif <br /> —�-- — "'-- LTP4 @ 14"oc <br /> L SIJ-TL /1"xi'" <br /> HOLDOWN OTT1Z PLATE WASHER 1^ 1^ A35@6"oc H <br /> .. - "• (NJl lXl P2-2 2 SIDES 2"oc 3x (2)2x 3x (2)Raws,2"oc ss 1100-p1f 16a0-plf - <br /> antl /"6 @ 12"oc MASAP @ 7"oc g !I <br /> 8"oc 957p1f 1338-p1f <br /> STRAP MS'r48 kST298 <br /> STRAP ST2215 KST21c - <br /> STRAP STIs- KS-4 TOP PLATE PER 1B/S06 SHEAR WALL SCHEDULE NOTES <br /> (SECTION 4.3.7.1.1) <br /> - --''-'- Is <br /> OS <br /> or 15 "PLYWOOD SHEATHING O SIDING EXCEPT PANEL I S SHALL NOT BE LESS THAN 4'x8'EXCEPT <br /> STRAP c516 R 15c CRIPPLE S7UD5 TO 14 he R SL I T GROUP 5 SPECIES.MINIMUM A EL SPAN RATING OF(24 0).PANEL <br /> -_ AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. <br /> MATCH WALL sTuos DF ns,1 1 <br /> STRAP MASAIMASAP A ( _ <br /> Q2 (SECTION 4.37.1.2.8 SECTION 4.3.7.1.3) <br /> STRAP CMSTC16 t:1dSTC1G PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc,MAXIMUM <br /> -' ---_---- --- CRIPPLE STUD SPACING SHALL BE ifi"ac.SHEATHING NAILS SHALL BE 0.131"0 x7Y2".PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST%" 4 <br /> TIES LGT2 LUGT2 BIs <br /> TDDB NOT FROM THE PANEL EDGES. <br /> REQ'D IF m <br /> TICS -- -- LTP4 MP4F I <br /> LESS THAN 24" �" <br /> INTERMEDIATE NAILING(12"ac) - --- <br /> ilE5 LTPS IAP5k <br /> TIES A34 VIP-, j j I MIN <br /> TIES A35 I PAI 1 <br /> 1 HEADER PER PLANA �1 <br /> TIES Ht 5 <br /> (00 <br /> TIES H15 1 ♦10.__..___e <br /> 1 <br /> ADD'L FULL <br /> - —'-'— -- """ -'--- 2x HEADER @ OPENING HEIGHT STUD xv PANEL EDGE NAILING PER SCHEDULE STAGGERED <br /> TIES H2 5A — T — W/(2)12d TOENAILS MIN O <br /> POST CAP LCH PeE574 EA.END STUDS PER PLAN <br /> 03 <br /> - --"----'-'-' FASTENED TOGETHER (SECTION 4.3.7.1.4) J PDSTCAP EPC44 EPCM44 W/12d @ 6"oc THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. <br /> POST CAP EPC6G EPC ((1)2x U.O.N.) <br /> MG6 SINGLE MEMBER (FLATWISEj <br /> 11 <br /> POST GAP CCU-SDS2.5 KC'.CO Z LLJ <br /> POST CAP ECCO-SDS2.5 kECCO PER(J <br /> STUD PLATE BLOCKING RIM, PERQ3 O <br /> i'•OST CAP 1 1 1 <br /> -- ---- AC< ---PBS74 LLI <br /> - 14 13 �OR OTHER FRAMING MEMBER � 7 <br /> POST P ACG NBS66 _ -. <br /> __....POST BASE P694168 WE4915E z <br /> POST BASE ABU. -��- PAU44- <br /> PO51'BASE AOU6fi EAU66 . ADJOINING PANEL EDGES <br /> POST BASE Uj <br /> ASA6G PAGUE <br /> ��.�� BUILT-UP MEMBER <br /> DRAG STRUT HTS36C HTW 0C <br /> _ PER(3)J �lJ - _ - 2'L -STUD,PLATE_BLOCKING,RIM, <br /> DRAG STRUT HTs30 ITwf6 _ -�1- ____ _____ --- OR OTHER FRAMING MEMBER <br /> 40 <br /> DRAGSTRUT DSCs D 4 i/ 'I ALT.STRAP LOCATION <br /> HANGER LUS US "�' HEADER PER PLAN 0 © 1 <br /> HANGER IUs THE 1'I �I PANEL EDGE NAILING <br /> --- -- _ --- ------ FULL HEIGHT U.I <br /> HANGER 1TT rHG I.i ® C > <br /> --' -- 1 CSi6x36"STRAPS @ <br /> HANGER HUIHUr HDIH0IF I ii WINDOW CORNERS 3�q" ll.l <br /> -- - rt - APPLY OVER SHEATHING) ADJOINING PANEL EDGES ADJOINING PANEL EDGES <br /> LL- <br /> HANGER _ MIU _.- _ THE - —^.' __`_ " O <br /> HANGER HUS HUS ® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF iy <br /> ---' FRAMING NAILS SHALL BE 0.131"0 x 3Y,".0.131"0 x 3"NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. <br /> 0 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.USE 0.131"0x2Y2"NAILS AT LTP4 CLIP WHEN INSTALLED OVER Yz"SHEATHING. <br /> l,i ii "2x4 FLAT BLOCKING <br /> J I BEHIND STRAP W O I <br /> 10 9 co <br /> : : � ... :�' <br /> - --- — - ` � <br /> PANEL EDGE NAILING - D <br /> STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE ' © O5 <br /> 7 <br /> FAC NAILING PER <br /> PLAN(WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION <br /> E <br /> SHEAR WALL SCHEDULE © (SECTION 4.3.6.4.3) _ <br /> ANCHORS LTS 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)/2"OF THE <br /> 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 Y2"OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. Q <br /> PANEL EDGE NAILING HOLD DOWN AND ADD'L ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION m <br /> PER SHEAR WALL STUD PER PLAN m <br /> SCHEDULE (WHERE OCCURS) Y"MAX y <br /> 3"x3"xO.229"PLATE WASHERS F <br /> FACE NAILING PER - g <br /> STUDS PER PLAN SHEAR WALL SCHEDULE II W <br /> II _ o. <br /> STRAP HOLD DOWN PER - <br /> - <br /> PLAN(WHEREOCCURS) % w o <br /> CONCRETE STEM WALL - - CONCRETE STEM WALL 0 a <br /> PANEL EDGE NAILING FACE NAILING PER R <br /> ER PLAN PER PLAN <br /> _ PER SHEAR WALL SHEAR WALL SCHEDULE <br /> SCHEDULE L P.T.MUDSILL > <br /> w <br /> C <br /> OPTION) 6(MUDSILL ANCHOR OPTION) <br /> HOLD DOWN AND ADO'L <br /> STUD PER PLAN <br /> (WHERE OCCURS) [�O <br /> STUDS PER PLAN J <br /> 5 4 STUDS PER PLAN 3 1 <br />