HomeMy WebLinkAbout191NOTES:
1.) TYPICAL SHEAR WALL HOLDOWNS MAY NOT
BE REQUIRED FOR ALL SHEAR WALLS. SEE
BRACING PLAN FOR REQUIRED LOCATIONS.
2.) WHEN TWO SHEAR WALLS COME TOGETHER
AT A CORNER CONDITION THEY MAY SHARE
THE HOLDOWN. SEE BRACING PLAN &
STUD ARRANGEMENTS AT
CORNERS/INTERSECTIONS. IF NO
HOLDOWN IS USED PROVIDE (2)-2X FULL
HEIGHT STUDS (MIN.) AT END OF SHEAR
WALL.
3.) COUPLER NUT NOT REQUIRED AT
FOUNDATION IF ROD IS EMBEDDED INTO
CONCRETE AS NOTED. USE SIMPSON ET
ADHESIVE.
4.) RODS SHALL CONFORM TO ASTM A36
Fy = 36 KSI
Fu = 58
E = 29,000 KSI
5.) MULTIPLE STUDS TO BE CONNECTED W/
.148" OX3 1/4" NAILS @ 12"O.C.
6.) DO NOT FIRE CAULK THE TOP OR BOTTOM
PLATES AT THE HOLDOWN ROD LOCATIONS,
1/2"0 THREADED
ROD (TYP. U.N.O.)
1 /2"0 THREADED
ROD (TYP. U.N.O.)
/ ��
1 2 0 THREADED
ROD (TYP.)
1 2
/ "0 THREADED
ROD (TYP.)
Project
3rd FLOOR ®
3rd FLOOR ® ®
3rd FLOOR ® M
3rd FLOOR
BARRINGTON
5/8"0 THREADED
1/2"0 THREADED
RODS. (TYP.)
ROD (TYP.)
at CARMEL
2nd FLOOR ® ®
2nd FLOOR®
NX
2nd FLOOR ® V
2nd FLOOR ® VN
1/2"0
THREADED
5/8" THREADED
ROD 5/8"0 THREADED
ROD 1/2"0 THREADED
ROD (TYP.)
CARMEN, INDIANA
RODS. (TYP.)
1 st FLOOR
® ® ®®
1st FLOOR
®
1st FLOOR
® ®
1st FLOOR
® ®
1st THRU 3rd FLOOR
` Ai�i
2„ 2„
2„ 7" 2"
2"
2" 4"
2" 2"
4"
1 1 " MAX.
11 " (MAX.)
8" (MAX.)
8" (MAX.)
6" (MAX.)
`
PLAN VIEW
PLAN VIEW
PLAN VIEW
PLAN VIEW
PLAN VIEW
CONSULTING
ENGINEERS
CLP MINI—JACK
CLP MINI—JACK
CLP MINI—JACK
CLP MINI—JACK
CLP MINI—JACK
STRUCTURAL CONSULTANTS ASSOCIATES, INC.
12511 Emily Court
AT TOP PLATES.
AT TOP PLATES.
AT TOP PLATES.
AT TOP PLATES.
AT TOP PLATES.
Sugar Land, Texas 77478
713.779.7252 800.422.7252
FAX: 713.779.1173
2 1/2"0 THREADED RODS.
email: sca@scahouston.com
www.scaengineers.com
(2)-1/2"0 THREADED RODSLouisville,
{TYP. U.N.O.)
1/2"0 THREADED ROD
1/2"0 THREADED ROD
1/2"0 THREADED ROD (TYP.)
Kentucky 502.426.6789
Orlando, Florida 407.893.6200
(TYP. U.N.O.)
(TYP. U.N.O.)
STUDS:
PROVIDE 2-2X STUDS (MIN.)
STUDS:
STUDS:
STUDS:
STUDS:
PROVIDE 1-2X STUD (MIN.)
Copyright @ SCA Consulting Engineers
PROVIDE 2-2X STUDS (MIN.)
PROVIDE 2-2X STUDS (MIN.)
PROVIDE 2-2X STUDS (MIN.)
EACH SIDE
This document is copyrighted and is an instrument of
service for the specific project for which it was prepared.
Reuse, copying or modification of this document whether in
hard copy or electronic format other than for the specific
COUPLER NUT.—,,,,,COUPLER
NUT.
COUPLER NUT.
COUPLER NUT.
COUPLER NUT.
purpose intended, without written permission from SCA
Consulting Engineers is a violation of federal copyright law.
CLP MINI—JACK
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The ideas,concepts, inventions or methods described herein are Patent
AT BOTTOM PLATE.--,,,
all 11
AT BOTTOM PLATE.-",,
AT BOTTOM PLATE.
AT BOTTOM PLATE.-,
AT BOTTOM PLATE ---,_Pending
and are the sole property of SCA Consulting Engineers.
ISSUE DATES
(2) 5/8"0 THREADED RODS
AT 2nd FLOOR
06-06-11 Development
STUDS:
STUDS:
STUDS:
Bid Issue
X'XXX
TE .
-
PROVIDE 3-2X STUDS (MIN.}
PROVIDE 2-2X STUDS (MIN.)
PROVIDE 2-2X STUDS MIN.}
(
Permit Issue`
•
't
PROVIDE 2-2X STUDS (MIN.)
PROVIDE 1-2X STUDS (MIN.)
PROVIDE 1-2X STUDS (MIN.)
PROVIDE 1-2X STUDS (MIN.)
STUDS:
PROVIDE 2-2X STUDS (MIN.)
STUDS:
PROVIDE 1-2X STUD (MIN.)
08-01-11
Construction
_ X100 98 z
— -� t t�
EACH SIDE
ue
XXXXX
1
P�4 \
COUPLER NUT.COUPLER
NUT.
COUPLER NUT.
COUPLER NUT.
Ijrfr�jONA��`�_•
CLP MINI—JACK
CLP MINI—JACK
CLP MINI—JACK
CLP MINI—JACK
Revisions
AT BOTTOM PLATE.
AT BOTTOM PLATE.
AT BOTTOM PLATE.
AT BOTTOM PLATE.
COUPLER NUT.
It
CLP MI NI—JACK
(2)-5/8"� THREADED RODS
(2)-1/2"0 THREADED RODS
(2)-1/2"� THREADED RODS
AT BOTTOM PLATE.
(2) 5/8"0 THREADED RODS
AT 1 st FLOOR
AT 1st AND 2nd FLOOR
AT 1 st FLOOR
AT 1st FLOOR
STUDS:
PROVIDE 3-2X STUDS (MIN.)
STUDS:
PROVIDE 3-2X STUDS (MIN.)
STUDS:
PROVIDE 3-2X STUDS (MIN.)
STUDS:
STUDS:
PROVIDE 2-2X STUDS (MIN.)
PROVIDE 1-2X STUD (MIN.)
TYPICAL SHEAR WALL
PROVIDE 3-2X STUDS (MIN.)
PROVIDE 2-2X STUDS (MIN.)
PROVIDE 2-2X STUDS (MIN.)
EACH SIDE
ANCHORAGE TO FOUNDATION
ANCHORAGE FOUNDATION
ANCHORAGE TO FOUNDATION
ANCHORAGE TO FOUNDATION
HOLDOWN ELEVATIONS
PROVIDE 2-2X STUDS (MIN.)
5 8"0 X 12" EMBEDMENT EXPANSION
E
!L2"0 X 7' EMBEDMENT EXPANSION
1 2"0 X 7" EMBEDMENT EXPANSION
1 2"0 X 7" EMBEDMENT EXPANSION
ANCHORAGE TO FOUNDATION
ANCHOR @ INTERIOR CONDITION AND
ANCHOR @INTERIOR CONDITION AND
1/2"0 X 6" EMBEDMENT SIMPSON SET—XP
ANCHOR @ INTERIOR CONDITION AND
ANCHOR @ INTERIOR CONDITION AND
5 8"0 X 12" EMBEDMENT EXPANSIO
5/8"0 X 10" EMBEDMENT SIMPSON SET—X
EPDXY ANCHORS @EDGE CONDITION.
1/2"0 X 6" EMBEDMENT SIMPSON SET P
1/2"0 X 6" EMBEDMENT SIMPSON SET—XP
ANCHOR 0 INTERIOR CONDITION AND
EPDXY ANCHORS @ EDGE CONDITION.
SEE NOTE #3.
EPDXY ANCHORS @ EDGE CONDITION.
EPDXY ANCHORS @ EDGE CONDITION.
5/8"0 X 10" EMBEDMENT SIMPSON
SEE NOTE #3.
SEE NOTE #3.
SEE NOTE #3.
SET—XP EPDXY ANCHORS @EDGE
CONDITION.
COUPLER NUT
COUPLER NUT
COUPLER NUT
COUPLER NUT
SCALE: 1/4" = 1'-0'
AS NEEDED
AS NEEDED
AS NEEDED
AS NEEDED
• CRETE°'
ANCHORAGE TYPE
CRETE°'
ANCHORAGE TYPED
NCRETE"
ANCHORAGE TYPED
R NCRETE°.
ANCHORAGE TYPED
111C40NCRETE- -
ANCHORAGE TYPE O
Drawn LHB
Project 211071
Sheet
Check
TYPICAL 3 STORY SHEAR WALL HOLDOWN ELEVATIONS 1
Date
IS9.04
DRAWING NAME 2110715904C.dw�-29-11 6:11PM begnaudl