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WARNIN *
I HIS IS A PLACEMENT PLAN FOR ENGINEERED
BRACIN(3:
SEE FINAL ENGINEERING SHEETS FOR I HE
BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
LL BEARING POINTS MUST BE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-B1 SUIVMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
NSTALLED PRIOR TO INSTALLING
FAST CAOST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
FOR ERECTION AND INSTALLATION OF TRUSSES
ESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
NY TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATI=D ON SEALED
ADVANCE.
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
NGINEERING TRUSS DRAWINGS.
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601011
9' -4" PLATE HT.
11'-6" PLATE HT.
11' -4" PLATE HT.
12' -0" PLATE HT.
14' -0" PLATE HT.
KNEEWALL BY BLDR. TOP @
14' -8", BTM. @ 9' -4"
HARDWARE:
=HU526 HANGERS (QTY. 16)
=HTU210 HANGERS (QTY. 1)
=U24 HANGERS (QTY.4)
Indicates Left End Of Truss
On Layout & Engineering Sheets
CONCEALED IASTENEI�s OA A 4 E�
ARE SHE RES�ONS RI
CONtRACTOR OF RECORD