HomeMy WebLinkAbout177H2.5A CLIP @
H2.5A CLIP @
EA. BEARING POINT
EA. BEARING POINT
TO TOP PLATE.
TO TOP PLATE.
H2.5A CLIP @
H2.5A CLIP @
EA. BEARING POINT
TO TOP PLATE.
EA. BEARING POINT
TO TOP PLATE.
1—H2.5A CLIP TOP 1—H2.5A CLIP TOP
1—H2.5A CLIP TOP 1—H2.5A CLIP TOP—/Project
PLATE TO STUD PLATE TO STUD
PLATE TO STUD PLATE TO STUD
@ 32" O.C. (MAX.) @ 32" O.C. (MAX.)
@ 32" O.C. (MAX.) @ 32" O.C. (MAX.)
BARRINGTON
at CARMEL
1/4"X6" SIMPSON SDS SCREWS
1/4"X8" SIMPSON SDS SCREWS
CARMEN, INDIANA
@ 48" O.C.
@ 48" O.C.
1/4"X6" SIMPSON SDS SCREWS
1/4"X8" SIMPSON SDS SCREWS
@ 48" O.C.
@ 48" O.C.
LECEME CONSTRUCTION COMPANY
1—H3 CLIP STUD 1—H3 CLIP STUD
1—H3 CLIP STUD 1—H3 CLIP STUD
TO BOTTOM PLATE TO BOTTOM PLATE
TO BOTTOM PLATE TO BOTTOM PLATE
@ 32" O.C. (MAX.) @ 32" O.C. (MAX.)
@ 32" O.C. 32 O.C. (MAX.)
(MAX.))
CONSULTING
\—l—H2.5A
ENGINEERS
CLIP TOP 1—H2.5A CLIP TOP
1-1-12.5A CLIP TOP 1—H2.5A CLIP TOP
STRUCTURAL CONSULTANTS ASSOCIATES, INC.
PLATE TO STUD PLATE TO STUD
PLATE TO STUD PLATE TO STUD
12511 Emily Court
@ 48" O.C. (MAX.) @ 48" O.C. (MAX.)
@ 48" O.C. (MAX.) @ 48" O.C. (MAX.)
Sugar Land, Texas 77478
713.779.7252 800.422.7252
FAX: 713.779.1173
email: sca@scahouston.com
www.scaengmeers.com
Louisville, Kentucky 502,426.6789
Orlando, Florida 407.893.6200
Copyright @ SCA Consulting Engineers
This document is copyrighted and is an instrument of
1—H3 CLIP STUD 1—H3 CLIP STUD
1—H3 CLIP STUD 1—H3 CLIP STUD
service for the specific project for which it was prepared.
TO BOTTOM PLATE TO BOTTOM PLATE
TO BOTTOM PLATE TO BOTTOM PLATE
Reuse, copying or modification of this document whether in
@ 48" O.C. (MAX.) @ 48" O.C. (MAX.)
@ 48" O.C. (MAX.) @ 48" O.C. (MAX.)
hard copy or electronic format other than for the specific
purpose intended, without written permission from SCA
Consulting Engineers is a violation of federal copyright law.
The ideas, concepts, inventions or methods described herein are Patent
Pending and are the sole property of SCA Consulting Engineers.
ISSUE DATES
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Design Development
06-06-11'�1
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Bid Issue
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FLOOR TRUSSES OR HOLLOW CORE PLANKS
FLOOR TRUSSES OR HOLLOW CORE PLANKS
08-01-11
X10001 98
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SEE PLAN
Construction
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Revisions
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ROOF UPLIFT SECTIONS
C C ET
C C ET
SCALE 3/8' = Nr
Drawn LHB
Project 211071
Sheet
Check
CONNECTION DETAIL at BEARING POINTS (TYP. U.N.O.)2
CONNECTION DETAIL at BEARING POINTS (TYP. U.N.O.) 1
Date
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