4. Shear Wall Drawing from Bob Leet 2-03-17HSS3x3x1/4
24"x24"x12" CONCRETE FOOTING
10"x10"x1/2" STEEL BASE PLATE w/
(4) 3/8"Ø WEDGE BOLTS
CCOS3.62 CAP PLATE
1/4
1/4
(2) PLY x 14" LVL
5'-0"
SHEATH ONE SIDE w/
1/2" OSB OR CDX,
FASTEN w/ 8d NAILS @ 6" EDGES,
12" FIELD
±13'-3"
SHEATH BOTH SIDES 1/2" GYPSUM BOARD.
FASTEN w/ SCREWS @ 8' o.c.,
ALL STUDS AND PLATES.
CONNECTOR OUTLINE
MAIN BUILDING OUTLINE
PROVIDE HDU2-SDS2.5 ANCHORS
AT CORNERS
w/ 5/8"Ø THREADED RODS
EMBEDDED 6" w/ SIMPSON AT ADHESIVE.
PROVIDE (2) LTT19 TENSION TIES w/
1/2"Ø x 8" LAGS INTO BEAM
SCALE: 1/4" = 1'-0"
DWG. NO.
DWG. NAME
PROJECT
DESCRIPTION
FOR
DATEREV.
DESIGN RTL
DRAWN RTL
SCALE 1/4"= 1'-0"
DATE 01/12/17
PROJECT #16089
EMERSON WAY, FLORENCE, MA
04 2 4 8
STRUCTURAL ENGINEERING
N G I EN E
I
G
R
DWG 1 OF 1
ALL DIMENSIONS AND CONDITIONS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR. ANY ERRORS OR
DISCREPANCIES SHALL BE REPORTED TO THE
ENGINEER BEFORE COMMENCING WITH ANY
WORK. ALL DOCUMENTS CREATED BY
WHETSTONE ENGINEERING REMAIN THE
PROPERTY OF WHETSTONE ENGINEERING AND
ARE INTENDED FOR USE ONLY ON THE STATED
PROJECT.