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SHEAR WALL 3-1
FLOOR
SHEATHING
EDGE FASTENER
SPACING
END
STUDS
HOLD
DOWNS
SHEAR
FASTENERS
ROOF
4th FLOOR
15/32' APA
RATED EXP 1
8d @ 6' O C.
(2) 2x6
HDU4-SDS25 w/ 5/8' DIA.
THREADED ANCHOR RODS
1/2' DIA. THRU BOLTS
@ 32' O.C.
3rit FLOOR
15/32' APA
EXP 1
8d @ 6' O.C.
(3) 2x6
HDUB-SDS2.5 w/ 7/8' DIA.
THREADED ANCHOR RODS
5/8' DIA. THRU BOLTS
@ 32' O.C.
F7�RATED
2ntl FLOOR
15/32" APA
RATED EXP 1
8tl @ 4' O C.
6x6
POST
HDU14-SDS25 w/ 1" DIA.
THREADED ANCHOR RODS
5/W DIA. THRU BOLTS
32' O.C.
NOTES
1. HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALLTYPE
2. HOLDDOWNS REQUIRED ATEACH END OF SHEARWALL. INSTALL HOLDOWNS USING HARDWARE
RECOMMENDED BY MANUFACTURER
3. SEE PLAN FOR SHEAR WALL TYP.
4. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE
ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS
SPACE
SHEAR WALL S•1
NOTES
1. PROVIDE DOUBLE BEARING WALL STUD LAYOUT PER SCHEDULE, HEADERS AND SILL PER
PLAN.
2. PROVIDE SIMPSON BP(X) BEARING PLATES AT ALL BOLTS AND ANCHOR BOLTS; ABOVE AND
BELOW CONNECTION BETWEEN SOLE PLATE AND DOUBLE TOP PLATES OR BETWEEN TRUSS
SHEAR PANELS.
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_AR FASTENERS, TYP.
:SCHEDULE.
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:SCHEDULE.
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TEAR FASTENERS, TYP.
E SCHEDULE.
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S3-404
TYPICAL SHEAR WALL OVER JOISTS ELEVATION
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NOTES
1. PROVIDE DOUBLE BEARING WALL STUD LAYOUT PER SCHEDULE, HEADERS AND SILL PER
PLAN.
2. PROVIDE SIMPSON BP(X) BEARING PLATES AT ALL BOLTS AND ANCHOR BOLTS; ABOVE AND
BELOW CONNECTION BETWEEN SOLE PLATE AND DOUBLE TOP PLATES OR BETWEEN TRUSS
SHEAR PANELS.
AR FASTENERS, TYP.
SCHEDULE.
IBLE TOP PLATE
EAR FASTENERS, TYP.
E SCHEDULE.
IBLE TOP PLATE
R FASTENERS, TYP.
IHEDULE.
maFmFesFmm�mrrnucrRmicnriu:AL SHEAR WALL OVER BEAM ELEVATION
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Subject to compliance with all regulations
of State and Local Codes
City of Camel
SHEAR WALL 3-2
FLOOR
SHEATHING
EDGE FASTENER
SPACING
END
STUDS
HOLD
DOWNS
SHEAR
FASTENERS
SHEAR PANEL
4th FLOOR
15/32' APA
RATED EXP 1
Bit @ 6' O C.
(2) 2x6
HDU4-SDS25 w/ 5/8" DIA.
THREADED ANCHOR RODS
12' DIA. THRU BOLTS
@ 32" O.C.
3d FLOOR
15/32' APA
RATED EXP 1
Bit @ 4' O.C.
6X6
POST
HDU11-SD82.5 w/ 1' DIA.
THREADED ANCHOR RODS
1/2' DIA. THRU BOLTS
@ 16" O.C.
2ntl FLOOR
15/32' APA
RATED EXP 1
Sol@ 4' O C.
6X6
POST
HD19 w/ 1 1/4" DIA.
THREADED ANCHOR RODS
12" DIA. THRU BOLTS
@ i6" O.C.
NOTES
1. HOLDOWN REQUIREDAT END STUD, TYP. SEE PLAN FORSHEARWALLTYPE.
2. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE
RECOMMENDED BY MANUFACTURER
3. SEE PLAN FOR SHEAR WALL TYP.
4. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE
WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE
SHEAR WALL S-2
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SHEAR WALL 3-3
FLOOR
SHEATHING
EDGE FASTENER
SPACING
END
STUDS
HOLD
DOWNS
SHEAR
FASTENERS
SHEAR PANEL
4th FLOOR
15/32' APA
RATED EXP 1
8tl @ 6' O.C.
(2) 2x6
HDU4SDS25 w/ 5/8" DIA.
THREADED ANCHOR RODS
1/2' DIA. THRU BOLTS
@ 32" O.C.
3d FLOOR
15/32" APA
RATED EXP 1
8tl @ 4" O.C.
6x6
POST
HDU11-SD82.5 w/ 1' DIA.
THREADED ANCHOR RODS
1/2" DIA. THRU BOLTS
16' O.C.
2ntl FLOOR
15/32' APA
RATED EXP 1
8tl @ 4' O.C.
6x6
POST
HDWI SDS25 w/ 1' DIA.
THREADED ANCHOR RODS
1/2' DIA. THRU BOLTS
@ 16" O.C.
NOTES:
1. HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE.
2. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED
BYMANUFACTURER
3. SEE PLAN FOR SHEAR WALL TYP.
4. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY
TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE
SHEAR WALL S-3
arAlr 1fW_1 -W
SHEAR WALL S-4
FLOOR
SHEATHING
EDGE FASTENER
SPACING
END
STUDS
HOLD
DOWNS
SHEAR
FASTENERS
SHEAR PANEL
4th FLOOR
15/32" APA
RATED EXP 1
10d @ 6" O.C.
(3) 2x6
HDU8SDS2.5 W/ 7/8" DIA
THREADED ANCHOR RODS
5/8' DIA. THRU BOLTS
@ 32" O.C.
3rd FLOOR
15/32" APA
RATED EXP 1
10d @ 4' O.C.
6x6
POST
HDU14-SDS2.5 w/ 1' DIA.
THREADED ANCHOR RODS
5/8" DIA. THRU BOLTS
@ 16' O.C.
2ntl FLOOR
15/32" APA
RATED EXP 1
10d @ 3' O.C.
(6) 2x6
(2) HDU14-SDS2.5 W/ 1" DIA
THREADED ANCHOR RODS
5/8' DIA. THRU BOLTS
@ 16" O.C.
Ullt�.
1, HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE.
2. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED
BY MANUFACTURER
3. SEE PLAN FOR SHEAR WALL TYP.
4. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY
TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE
SHEAR WALL S•4
SCALE. 10 = V-0"
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II II II I I I II II
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II II II II I I II I
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II II I II I II II II
II I II II II II I II
II II II II II
II II II II II II
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II II II II I I II II
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II II II I I I
II II II II
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II II II I II II II
II II I II II II II
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II II I I II II I II
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II II II I I II II II II
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BOUNDARY NAILING
@ T O.C. (TYP')
FLOOR SHEATING NOTES
FLOOR SHEATHING SHALL BE GLUED AND
NAILED TO FLOOR FRAMING WITH 3' 10d
COMMON NAILS WITH 1 11T MIN.
EMBEDMENT.
EDGE NAILING
(ROOF) @ 6' O.C.
(FLOOR) @ 6' O.C.
ROOF SHEATHING NOTES:
ROOF SHEATHING SHALL BE NAILED TO ROOF
FRAMING WITH 212' 10d COMMON NAILS WITH 112"
EMBEDMENT
TYPICAL SHEATHING LAYOUT
FRAMING - SEE PLAN (TYP.)
3/8" MIN. EDGE
DISTANCE
FOR NAILS (TYP.)
STAGGER SHEATHING
JOINTS
LONG DIMENSION OF
SHEATHING TO RUN
PERPENDICULAR TO
FRAMING
INTERMEDIATE NAILING
(ROOF) @ 6" O.C.
(FLOOR) @ 12' O.C.
r SHEATHING
MINIMUM
SHEATHING
SHEET IS 2'x4' (TYP.)
SHEAR WALL SHEATHING WITH SPECIFIED ATTACHMENT IS REQUIRED ON ONE
FACE OF THE WALL ONLY. EXTERIOR FACES AND NON -CORRIDOR FACES SHALL
RECEIVE SHEATHING. SEE PLANS FOR SHEAR WALL LOCATIONS. SEE S34)01 FOR
ADDITIONAL SHEAR WALL SHEATHING REQUIREMENTS.
NOTES
1. EXTERIOR WALL SHEATHING REFERENCE S3-001.
2. AT WALL LOCATIONS WHERE MULTIPLE STUDS ARE REQUIRED TO SUPPORT
VERTICAL LOADS, A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO
SUPPORT THOSE LOADS THROUGH THE STRUCTURE TO THE FOUNDATIONS.
THIS MAY BE ACCOMPLISHED THROUGH THE USE OF RIM JOISTS, SQUASH
BLOCKS OR OTHER APPROPRIATE MEANS BASE ON LOCATION AND
DETAILING CONSIDERATIONS.
3. PROVIDE A MINIMUM ONE STUD FOR EACH STUD OCCURRING ON THE FLOOR
ABOVE UNLESS ADDITIONAL STUDS ARE ALSO REQUIRED.
4. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL REQUIREMENTS.
5. AT EXTERIOR WALLS PROVIDE FIRE RETARDANT TREATED SHEATHING 4'-0"
EITHER SIDE OF INTERSECTING 2 HOUR RATED WALLS, SEE ARCH.
\,/
WOOLG ERT
MCNITEOUE IENGINEE INCmCEWPATIAL
7635 Interactive Way
Suite 100
O Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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wLlssuances-
Prom. No.: 074904
Date: 10/12/18
A Sheet Name:
SHEAR WALL
ELEVATIONS
S3=201
DATE: 10/31/19