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12d@6".(FACE NAIL SHEAR WALL SCHEDULE <br /> PER 1/SOG @ SHEAR (IN ACCORDANCE w/ANSIIAF&PA SOPWS-2015 SECTION 4.3) F.v <br /> WALLS) Updated 1/2 012 0 21 <br /> MINIMUM(MOTH OF NAILED o+ <br /> PANEL FACEOIOINING PANEL EDGES FFRAMWG@ ANCHORAGE TO CONCRETE SEISMIC WINO W - rz <br /> AO L7 c >C) <br /> WALL 6HEATHING EDGE ® MUDSILL FACE NAILING FRAMING CLIPB l4� CAPACITY CAPACITY. x i_ <br /> TYPE NAILING f. <br /> PLATE ® Q <br /> h/b=2 h/b=2 <br /> ® SINGLE BUILT-UP h/b=3.5 hlb=3.5 U 5 ¢N <br /> MEMBER MEMBER ANCHOR BOLTS MUDSILL ANCHORS w <br /> SIMPSON l USP COMMONLY USED CONNECTIONS:CROSS 70P CHORD SPLICE w.``�- <br /> REFERENCE TABLE A35@27"oc U _ WW <br /> Pt-6 1 SIDE 6". 2x 2x 2x 6". or X"O @ 60". MASAP @ 52". 240-1 240-plf Q <br /> BOTTOM CHORD SPLICE LTP4 @ 27"oc 194p1f t94-plf <br /> TYPE SIMPSONSTRONo-TIE Ur. 1,1AT.PSL 4. A35@18"oc <br /> 350-p1f 350-p1f �q <br /> I Inspections Required P7-4 1SIDE 4". 2X 2x 2x 4"oc or WO@46"CC MASAP 036". a) <br /> ED <br /> PRO it I DUCTM <br /> See Sheet SU1 LTP4@18". 284-p1 284-p1f <br /> - _ A35 @ 14"oc 450-p1f 4500 <br /> HOLDO'NN HDUZSO82.s -..._-_--.-. ,.. P7-3 i SIDE 3"oc 3x (2)2x 2x 3". or V'O @ 36"oc MASAP @ 28"oc p 366-pif '- <br /> LTP4 @ 14"oc 366-If <br /> HOLDOWN HDWSDS2.5 A35@7p'oc <br /> - 4'-T MBJ.BETWEEN SPLICES 590-p1f 820-pif <br /> Pt-2 1 SIDE 2"oc 3. (2)2x 2x 2".. or <br /> "0 @ 20"oc MASAP @ 18"oc <br /> LTP4 @ 7Y:"oc <br /> HULUGWN HDU5$US2.5 LOCATE SPLICE@CENTERLINE 47&plf 669-p1f � � " <br /> P2-4 2 SIDES 4"oc 3x (2)2x 3z 12)Rows,4"oc and %"0 a)'28"oc MASAP @ 15"oc („)"' <br /> A35 18"oc <br /> HOLUOWN HUU6-SOSz.5 � OF VERT.STUD,TVP. - 568-pif 5661t � , <br /> HOLUUVMJ STMD19 I I LTP4 @ 18 oc <br /> _..__ _.-... A35 @ 14 oc <br /> HULOowN STHDI4RJ I P2-3 2 SIDES 3"oc 3x (2)2x 3x (2)Rows,3"oc LTP4 @ 14" @ oc MASAP @ 11"oc 900-p1f 900-pif <br /> Ih antl "/s 0 22' 733-plf 733-plf W <br /> oc <br /> HOLUOhmI DTTiZ 'fl HI - l- A35 8'. 11B0-pif 1640-p1f '7 <br /> P2-2 2 SIDES 2"oc 3x (2)2x 3x (2)Rows,2" nd oc a MASAP @ 7"oc rl <br /> S1 RAP MST46 LTP4 @ B"o0 957pif 1338-pN UI <br /> z£ <br /> STRAP ST2zts SHEAR WALL SCHEDULE NOTES <br /> rHAP 576zza TOP PLATE PER 18/506 <br /> (SECTION 4.3.7.7.7) <br /> siRAP CS16 - CRIPPLE STUDS TO %i'OSB or I%'"PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(2410).PANELS SHALL NOT BE LESS THAN 4'x8',EXCEPT ` <br /> -_- '--- "'-' --'-""--- --'-'- -- '-' MATCH WALL STUDS AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. l <br /> T. <br /> MABA/MASAP -I A3y y <br /> 0 (SECTION 4.3.7.1.2.&SECTION 4.3.7,1.3) <br /> STRAP Cl :.r ,In PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES,NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc.MAXIMUM <br /> -- CRIPPLE I STUD SPACING SHALL BE 76"oc SHEATHING NAILS SHALL BE 0.131"0 x 2J4".PLYWOOD EDGE NAIUNG SHALL BE STAGGERED.NAILS SHALL BE LOCATED A7 LEAST " <br /> TIES LOT2 I STUDS NOT 56A6 <br /> LESS THAN 24" <br /> I FROM THE PANEL EDGES. <br /> REQ'DIF i yS" <br /> nLS LTIa _ li ( EI,.,,L <br /> )I[ LTPS <br /> -___._____ <br /> �8 it INTERMEDIATE NAILING 12"oc) <br /> _.... <br /> I IES A3a -.- <br /> ..._____- MIN <br /> ES A35 <br /> !i II <br /> HEADER PER PLAN <br /> TIC. H1 I �� <br /> IIES H25 AOD'L FULL '--- <br /> -"- 2x HEADER @OPENING HEIGHT STUD " I„L Z <br /> TIES H2.5A AST <br /> EA TOENAILS VJ STDEdS PER PLAN N@Efi Q (SECTION 4.3.7.1.4) <br /> TOGETHER MIN PANEL EDGE NAILING PER SCHEDULE(STAGGERED) O <br /> PUSfC P LCEa f <br /> PO I AP EP_ L s THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL SEAS INDICATED IN THE SCHEDULE. <br /> FOST CAP EPC66 .f.11l�', I() U.O.N.] �� Q <br /> 10S7cAP CA -_-- -_-_-ECG@BDSzs SINGLE MEMBER <br /> PER Q Lu <br /> STUD,PLATE,BLOCKING,RIM, (FLATWISE) PER® Z J III <br /> POST CAP CCOSDS25 <br /> PCs 1 P AC4 ,/-' <br /> A 14 <br /> T 13 / OR OTHER FRAMING MEMBER Lu <br /> Pn 1 CAP CS <br /> -POST 6ASE P8N/be -__ I -- -- C I I I <br /> �" <br /> iq' <br /> POSE DASE ABW4 �4 <br /> PO i BASE Al J7ADJOINING PANEL EDGES j <br /> POST DA iE ABA66 F.., <br /> URA' TRUT HTS3oC ---„ r - ° W�-• ALT.STRAP LOCATION P4® ORO <br /> UILT-UP MEMBER <br /> I. HEADER PER PLAN ---� - ° ER STUD,PLATE,BLOCKING,RIM. <br /> DRAG Tr Ur O6.5 p OTHER FRAMING MEMBER <br /> L) <br /> HAN(iCR - --- LUS I U <br /> HANGER IDS LU i�I PANEL EDGE NAILING - w <br /> r1AN'ER ITT rl - ° FULL HEIGHT ° <br /> -'---"- -- _-- ---"- CS16x36"STRAPS @ Q Q <br /> FANf ER HU/HUD ail <br /> WINDOW CORNERS 3/4" LLI <br /> HANGER MID (APPLY OVER SHEATHING) ADJOINING PANEL EDGES ADJOINING PANEL EDGES (n LL <br /> L <br /> HANGER HUS 4--- _ - r� FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF tY". <br /> r� -- FRAMING NAILS SHALL BE 0.131"0 x 3y".0.131"0 x 3"NAILS MAYBE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. } <br /> Q AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO 0 <br /> FASTEN BUILT-UP MEMBERS.USE 0.131"0 x 2Yz"NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y,"SHEATHING. <br /> 2x4 FLAT BLOCKING <br /> I <br /> BEHIND STRAP W Z <br /> I O qp Q <br /> 10 9 - -- _ _ $ <br /> I : s <br /> II I i <br /> PANEL EDGE NAILING 0 <br /> STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE Q Q <br /> PLAN(WHERE OCCURS) <br /> FACE NAILING PER LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION <br /> 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 WITHINy"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 WITHINy"OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED, <br /> Q <br /> PANEL EDGE NAILING HOLD DOWN AND ADD'L ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION g <br /> PER SHEAR WALL STUD PER PLAN <br /> SCHEDULE (WHERE OCCURS) y„MAX - m <br /> 3"x3"x0.229"PLATE WASHERS F <br /> FACE NAILING PER <br /> STUDS PER PLAN SHEAR WALL SCHEDULE II w <br /> II a <br /> I STRAP HOLD DOWN PER - <br /> PLAN(WHEREOCCURS) w ^' <br /> CONCRETE STEM WALL 17- <br /> CONCRETE STEM WALLPANEL EDGE NAILING FACE NAILING PER PER PLANPER SHEARWALL SHEAR WALL SCHEDULEPER PLAN <br /> SCHEDULE P.T.MUDSILL L UJU6(ANCHOR BOLT OPTION) OR OPTION) <br /> HOLD DOWN AND ADD'L <br /> STUD PER PLAN <br /> STUDS PER PLAN (WHERE OCCURS) 0 <br /> 5 STUDS PER PLAN 3 1 <br />