HomeMy WebLinkAbout(08) S4-801,
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WOOD SHEAR WALL SW�1 SCHEDULE
SHEATHING
FASTENER ALLOWABLE
STR4P/HOLD DOWN SHEATHING SHEATHING SHEATHING No.OFEND
LEVEL qND ANCHORS TYPE FACE THICKNESS SHEATHING FASTENERTYPE EDGE/FIELD SHEARLOAD STUDS SOLE PLATE ANCHORS COMMENTS
SPACING (Ib/ft)
(inches)
HOOF OSB SIMPSONS�W522500DB
STRl1CTllRAL 1510E ]li6" BtlCOMMONORGAWANIZEDNAILS 6/6 255 (21-2%6 SCREW@28"OC.
GRADE
3RD SIMPSON EXPOSIIRE 1
C5205TRAP OSB SIMPSONSDW522500�8
STRUCTURAL iSIOE �/i6" BtlCOMMONORGALVANIZE�NAIL$ 6/6 255 (�1-�X6 SCREW@20"OC.
canoE
2ND SIMPSON EXPOSUREI
C5205TRHP OSB SIMPSONS�W522500DB
STRUCTl1RAL 1510E )/ifi" 84GOMMONOROALVANIZEDNAIL9 6/6 255 (27-2X6 SCREW@18"O.C.
canoE
1ST SIMPSON EXPOSUREI
C5205TRHP OSB V2"Bx41/4"EMBED.HILTI
STRUCTURAL 1-SIOE ]/ifi" BaCOMMONORGALVANIZEDNAILS 4/4 395 (41-�Xfi KWIKHUS-EZSCREW
SIMPSONHD30HOLDDOWNWI GRADE ANCHOR@22"OC.
GROUN� 5/8'OANCHORR00 EXPOSUREI
WOOD SHEAR WALL SW�2 SCHEDULE
SHEATHING
FASTENER ALLOWABLE
STR4P/HOLD DOWN SHEATHING SHEATHING SHEATHING No.OFEND
LEVEL qNDANCHORS NPE FACE THICKNESS SHEATHMGFASTENERTYPE EDGE/FIELD SHEARLOAD STUDS SOLEPLATEANCHORS COMMENTS
SPACING (Ib/ft)
(inches)
RWF OSB SIMPSON SDW522400DB
3TRUCTl1RAL 1-SIOE Li8" BtlGOMMONORGALVANIZEDNAILS 6/G 255 (2�-2X8 SCREWQI2'OA.
GRADE
3R� SIMPSON EXPOSUREI
CSI6STRHP OSB SIMPSONSDW522400�8
STRUQl1RAL 151pE D16" BtlCOMMONORGAWANIZE�NAILS 6/6 255 (21-2%6 SCREW@10"OC.
GR4DE
2ND SIMPSON EXPOSUREI
C5165TRHP OSB SIMPSONSDW522400DB
STRUCTURAL 1510E �1i6" 84COMMONORGALVANIZEDNAILS 0/0 395 (3�-2X6 SCREW@6"O.G S�aggerSillPlateAncM1ors
GRADE
15T SIMPSON EXPOSUREI
C514STRPP OSB V2"Hx41/4"EMBED.HILTI
STRUCTURAL 151�E �1i6" BtlCOMMONORGALVAN¢E�NAILS 3/J 505 (6�-2X6 KWIKHUS-EZSCREW
SIMPSONHD98HOLD�OWNWI GRADE ANCHOR@ID"OC.
GRIX1N� ]/8"OANCHORRO� EXPOSUREI
WOOD SHEAR WALL SW3 SCHEDULE
SHEATHING
FASTENER ALLOWABLE
STR4P/HOLD DOWN SHEATHING SHEATHING SHEATHING No.OFEND
LEVEL qND ANCHORS TYPE FACE THICKNESS SHEATHING FASTENER TYPE EDGE/FIELD SHEAR LOAD STUDS SOLE PLATE ANCHORS COMMENTS
SPACING (Ib/ft)
(inches)
aooF ose simasonsowszza000e
6TRUCTl1RAL iSIOE )/�8" BdGOMMONORGALVANIZEDNAILS 6B 255 (2�-2Xfi SCREW@10"OC.
GRAOE
3F� SIMPSON EXPOSUREI
CSt45TRAP OSB SIMPSONS�W522400DB
STRUQURAL 1-SIOE ]lifi" BtlCOMMONORGALVANIZEDNAILS 4/4 395 (2�-2X6 SCREW@8"O.C.
GRADE
2ND SIMPSON EXPOSIIRE 1
csiaslana ose siMasoNsowszza000e
STRUCTURAL 1-SIOE )/ifi" BdCOMMONORGALVANIZEDNAILS 3/3 505 (3�-2%6 SCREW@6"O.G S�a99erSiIIPIa�eAncM1ors
GRA�E
15T SIMPSON EXPOSUREI
CMST145TR4P OSB ip"Bx4114"EMBED.MLTI
STRUCTURAL 1-SI�E J/i6" 84COMMONORGALVANIZEONAILS 2/2 6�U (8�-2X6 KWINHUS-EZSCREW
SIMPSONHDI2HOLODOWNW/ GRADE ANCHOR@8"OC.
GROl1ND 11I8"OANCHORROD EXPOSUREI
NOTES:
A. ALLOWABLELOADSHOWNISFORSEISMICLOADING.ALLOWABLECAPACITIESAREINCREASEDBV40%FORWINDDESIGNFORWOOD
STRUCTURAL PANELS PER IBC SECTION 2306.3.
B. FRAMINGATA�JOININGPANELSSHALLBE3"NOMINALORWIDERATTHEFOLLOWINGCONDITIONS.
L EDGE SPAQNG OF 3" OR LESS AND FASTENER iYPE OF 10tl (3"x0.148") HAVING PENETRATION FRAMING OF MORE THAN 1 il2".
2. EDGE SPACING OF 2" - PANEL EDGES SHALL BE STAGGERED.
C. WHERE PANEL EDGES ARE APPLIED ON BOTH FACES OF WALL AN� EDGE NAIL SPAQNG IS LE55 THAN 6" O.G ON EITHER SI�E, PANEL
JOINTS SHALL BE OFFSET TO FALL ON �IFFERENT FRAMING MEMBER.
h ROOF TRUSS BRG.
4 SEE PLAN
O.S.B. SHEATHING SEE
SCHEDULE FOR TVPE,
THICKNESS,WALLFACEAN�
FASTENING REpUIREMENTS
FLOOR
O.S.B. SHEATHING SEE —
SCHEDULE FOR TVPE,
THICKNESS,WALLFACEAND
FASTENING REQUIREMENTS
O.SB. SHEATHING SEE —
SCHEDULEFORTVPE,
THICKNESS, WALL FACE AND
FASTENING RE�UIREMENTS
2x ENO STU05 @ STRAP
SEE SCHEDULE TVP.
O.S.B. SHEATHING SEE —
SCHEOULE FOR TVPE,
THICKNESS, WALL FACEAND
FASTENING REQUIREMENTS
SIMPSON HOLD DOWN —
SEE SCHEDULE FOR TYPE
OF HOLD DOWN AND NO.
OF END STUDS
1�
�i'i—__�___iy __—__
ROOFTRUSSNOTSHOWN
FOR CLARITV. SEE SECTIONS
FORATTACHMENTINFO.AT
SHEARWALLS
FIELD SPACING
SEE SCHEDULE
SOLE PL ANCHORAGE,
SEE SCHEDULE
FlELD SPACING
SEE SCHEDULE
SIMPSON STRAPIHOLD OOWN
EA. END OF SHEARWALL
SEE SCHE�ULE
PROVIDE SQUASH BLOCK AT
SHEARWALL END POST
TVP.
SIMPSON STRAPIHOL� DOWN
EA. END OF SHEARWALL
SEESCHEDULE
PROVIDE BLOCKING
BEHIND EA. PANEL JOINT
EDGEFASTENERS.SEE
SCHEDULE ON THIS
SHEET
EXTENDHOLD-DOWNANCHOR � STAGGER � � SILLANCHORS
EMBEOMENTINTOFOOTING PANELJOINTS SEESCHEDULE
FOR SPACING
TYPICAL NON-BEARING WALL SHEARWALL ELEVATION
1/4._�._p,.
�
�
O.S.B. SHEATHING
SEE SCHEDULE FOR TVPE,
THICKNESS, WALL FACE AND
FASTENING REpUIREMENTS
O.S.B. SHEATHING
SEE SCHEDULE FOR TVPE,
THICKNE55, WALL FACE AND
FASTENING REpUIREMENTS
ROOF TRUSS NOT SHOWN
FOR CLARITV. SEE SECTIONS
FORATTACHMENTINFO.AT
SHEARWALLS
FIELO SPACING
SEE SCHEDULE
SOLEPL.ANCHORAGE,
SEESCHEDULE
SIMPSON STRAP/HOLD DOW N
EA END OF SHEARWALL
SEESCHEDULE
FIELD SPACING
SEE SCHEDULE
O.S.B. SHEATHING
SEE SCHEDULE FOR TVPE,
THICKNESS, WALL FACE ANO
FASTENING REQUIREMENTS
2x END STUDS @ STRAP
SEESCHEDULE.TYP.
O.SB. SHEATHING
SEE SCHEDULE FOR TYPE,
THICKNESS, WALL FACE AN�
FASTENING REQUIREMENTS
SIMPSON HOLD DOWN —
SEE SCHEDULE FOR TVPE
OF HOLD DOWN AND NO.
OF END STUDS
�
SIMPSON STRAP/HOLD DOWN
EA. END OF SHEARWALL
SEESCHEDULE
PROVIDE SQUASH BLOCK AT
SHEARWALL END POST
TVP
SIMPSON STRAP/HOLD DOWN
EA. END OF SHEARWALL
SEESCHEDULE
PROVIDE BLOCKING
BEHIND EA. PANELJOINT
EDGEFASTENERS.SEE
SCHEDULE ON THIS
SHEET
� STAGGER � � SILLANCHORS
E%TEN� HOL�-DOWN ANCHOR pqNEL JOINTS SEE SCHEDULE
EMBEDMENT INTO FOOTING FOR SPACING
TYPICAL BEARING WALL SHEARWALL ELEVATION
1/4.._�._�,.
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RRCXRECiMEIEX4IXEERIXC{4EOSVATIiL
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Suite 100
� Indianapolis, IN
462�8
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FAX: 317.291.5805
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RELEA5E0 FOR CONSTRUCTION
Suhjec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
`� �tt1��i �J•tNalla/fi.
oarE: 03/19/20
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Thorson �Baker +Associates
GONSULTING ENGINEERS
3WOWes�S�ree156oroRoetl (330)65&6600PM1.
RlcpflaldOhloJ0286 (330)85468]SFax
Proi. No.: 074904
Date: 12/06119
A Sheet Name:
SHEAR WALL
SCHEDULES AND
DETAILS
_ S4-801