HomeMy WebLinkAbout1901 /2"0 THREADED
ROD (TYP.)
2nd FLOOR
5/8"0 THREADED
ROD (TYP.)
1st FLOOR
2" 7" �2"
11 " (MAX.)
PLAN VIEW
CLP MINI -JACK
AT TOP PLATES.
1/2"0 THREADED
ROD (TYP.)
2nd FLOOR
1 st FLOOR
2" 2"
4"
8" (MAX.)
PLAN VIEW
CLP MINI -JACK
AT TOP PLATES.
Eml
® I
1 st FLOOR
2"�
CLP MINI -JACK
AT TOP PLATES.
1/2"0 THREADED
ROD (TYP.)
1 /2"0 THREADED
ROD
4 I �2„
PLAN VIEW
1/2"0 THREADED
ROD (TYP.)
1st THRU 2nd FLOOR
6" (MAX.)
PLAN VIEW
CLP MINI -JACK
AT TOP PLATES.
(2)-1/2"0 THREADED RODS
AT 2nd FLOOR
(2)-1/2"0 THREADED RODS
1/2"0 THREADED ROD
(TYP. U.N.O.)
STUDS:
STUDS:
STUDS:
STUDS:
PROVIDE 2-2X STUDS (MIN.)
PROVIDE 1-2X STUD (MIN.)
PROVIDE 2-2X STUDS (MIN.)
PROVIDE 2-2X STUDS (MIN.)
EACH SIDE
PROVIDE 1-2X STUDS (MIN.)
PROVIDE 2-2X STUDS (MIN.)F_��'
COUPLER NUT
1/2"0 THREADED ROD (TYP.)
COUPLER NUT
COUPLER NUT
PROVIDE NUT & WASHERSIMPSON
STU Y2 OR
SIMPSON STU Y2 OR
CLP MINI -JACK AT
COUPLER NUT
AT 2ND FLOOR BOTTOM
CLP MINI -JACK AT
BOTTOM PLATE
BOTTOM PLATE
SIMPSON STU Y2 OR
PLATE
t
I I
CLP MINI -JACK AT
(2)-5/8"0 THREADED ROD
(2)-1/2"0 THREADED RODS
Will .1
(2)-1/2"0 THREADED ROD
<
BOTTOM PLATE
AT 1 st FLOOR
AT 1 st FLOOR
STUDS:
STUDS:
PROVIDE 3-2X STUDS (MIN.)
STUDS:
PROVIDE 3-2X STUDS (MIN.)
STUDS:
PROVIDE 3-2X STUDS (MIN.)
PROVIDE 1-2X STUD (MIN.)
PROVIDE 2-2X STUDS (MIN.)
PROVIDE 2-2X STUDS (MIN.)
PROVIDE 2-2X STUDS (MIN.)
EACH SIDE
ANCHORAGE TO FOUNDATION
ANCHORAGE TO FOUNDATION
1 2"0 X 7" EMBEDMENT EXPANSION
ANCHORAGE TO FOUNDATION
ANCHORAGE TO FOUNDATION
1 2"0 X 7" EMBEDMENT EXPANSION
5L8'0 X 12" EMBEDMENT EXPANSION
ANCHOR @ INTERIOR CONDITION AND
1 2"0 X 7" EMBEDMENT EXPANSION
ANCHOR @ INTERIOR CONDITION AND
ANCHOR @ INTERIOR CONDITION AND
ANCHOR @ INTERIOR CONDITION AND
1/2"0 X 6" EMBEDMENT SIMPSON SET XP
1/2"0 X 6" EMBEDMENT SIMPSON SET P
1/2"0 X 6" EMBEDMENT SIMPSON SET -XP
5/8"0 X 10" EMBEDMENT SIMPSON SET -X
E
EPDXY ANCHORS @ EDGE CONDITION.
EPDXY ANCHORS @ EDGE CONDITION.
EPDXY ANCHORS @ EDGE CONDITION.
EPDXY ANCHORS EDGE CONDITION.
SEE NOTE #4.
SEE NOTE 4
#
SEE NOTE #4.
SEE NOTE #4.
COUPLER NUT
AS NEEDED
AT PLANK LOCATIONS
COUPLER NUT
AS NEEDED
AT PLANK LOCATIONS
COUPLER NUT
AS NEEDED
AT PLANK LOCATIONS
SEE DETAIL 5/S8.42
COUPLER NUT
AS NEEDED
AT PLANK LOCATIONS
SEE DETAIL 5/S8.42
SEE DETAIL 5/58.42
SEE DETAIL 5/S8.42
ANCHORAGE TYPED
CRETE-
ANCHORAGE TYPED
NCRETE"
ANCHORAGE TYPED
NCREfE.
ANCHORAGE TYPE O
CONCRETE •
TYPICAL 2 STORY SHEAR WALL HOLDOWN ELEVATIONS 2
5/8"0 THREADED
ROD (TYP.)
1 st FLOOR 111',111 0 111111 a, 1',11',11'.1
2„ 7„ I2„
PLAN VIEW
CLP MINI -JACK
AT TOP PLATES.
(2)-5/8"0 THREADED ROD----,
STUDS:
PROVIDE 3-2X STUDS (MIN.)
PROVIDE 2-2X STUDS (MIN.)
ANCHORAGE TO FOUNDATION
W8_0 X 12" EMBEDMENT EXPJAND
ANCHOR @ INTERIOR CONDITIO5/8"0 X 10" EMBEDMENT SIMEPDXY ANCHORS @ EDGE CON
SEE NOTE #3.
COUPLER NUT
AS NEEDED
1/2"0 THREADED
ROD (TYP.)
1 st FLOOR
2" 2"
4"
8" (MAX.)
PLAN VIEW
CLP MINI -JACK
AT TOP PLATES.
(2)-1/2"0 THREADED ROD----,
STUDS:
PROVIDE 3-2X STUDS (MIN.)
PROVIDE 2-2X STUDS (MIN.)
ANCHORAGE TO FOUNDATION
1 2"O X 7" EMBEDMENT EXPANSION
ANCHOR @ INTERIOR CONDITION AND
1/2"0 X 6" EMBEDMENT SIMPSON SET P
EPDXY ANCHORS @ EDGE CONDITION.
SEE NOTE P.
COUPLER NUT
AS NEEDED
1. hCkRETE° • I 16ON6kbt
ANCHORAGE TYPED ANCHORAGE TYPED
TYPICAL 1 STORY SHEAR WALL HOLDOWN ELEVATIONS
1 st FLOOR
1/2"0 THREADED ROD
STUDS:
PROVIDE 1-2X STUD (MIN.)
EACH SIDE
ANCHORAGE TO FOUNDATION
l 2'0 X 7" EMBEDMENT EXPANSION
ANCHOR @ INTERIOR CONDITION AND
1/2"0 X 6" EMBEDMENT SIMPSON SET -X
EPDXY ANCHORS @ EDGE CONDITION.
SEE NOTE #3.
COUPLER NUT-------_
AS NEEDED
ANCHORAGE TYPE
1/2"0 THREADED
ROD (TYP.)
6" (MAX.)
PLAN VIEW
NOTES:
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" 0X3 1/4" NAILS @ 12"O.C.
6.) DO NOT FlRE CAULK THE TOP OR BOTTOM
PLATES AT THE HOLDOWN ROD LOCATIONS.
Project
BARRINGTON
at CARMEL
CARMEN, INDIANA
LECESSE CONSTRUCTION COMPANY
CONSULTING
ENGINEERS
STRUCTURAL CONSULTANTS ASSOCIATES, INC.
12511 Emily Court
Sugar Land, Texas 77478
713.779.7252 800.422.7252
FAX: 713.779.1173
email: sca@scabouston.com
www.scaengineers.com
Louisville, Kentucky 502,426.6789
Orlando, Florida 407.893.6200
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Reuse, copying or modification of this document whether ii
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ISSUE DATES
Design Development N1111111111111 1111144f11111
06-06-1 f�
.�� F. B
1
Bid Issue 4```•&jS'i'E''
xxxxx ',
Permit Issue
08-01-11100
Issue ruction
XXXXX
Revisions
TYPICAL SHEAR WALL
HOLDOWN ELEVATIONS
SCALE: 1/4' = T -W
CONCRETE - Drawn LHB Project 211071
O
Check Sheet
1 Date S9.04A