HomeMy WebLinkAboutTruss Placement Plan!TFTS_�ACEMEN I PLAN FOR ENGINEER-ED
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
-BRACING:
1) FOR THE ERECTION BRACING FOLLOW
-SEE FINAL ENGINEERING SHEETS FOR I HE —.TrA�,K
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
CHARGES WILL NOT BE ACCEPTED UNLESS OUR
DEIGN DEPARTMENT APPROVES THEM IN ADVANCE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
EAST COAST 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
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
JENGINEERING TRUSS DRAWINGS.
Existing
1 V-2-1/2" Wall Height
(Addition)
IS THE BUILDERS RESPONSIBILITY TO
RIFY ALL EXISTING CONDITIONS, ECT
kNNOT BE RESPONSIBLE FOR MATCHING
ISTING ROOF CONDITIONS.
'ON SIGNING, BUILDER AGREES TO ALL
INDITIONS AS SHOWN ON THIS LAYOUT
EXISTING:
VERIFY ALL CONDITIONS,
PITCH, HEEL & DIMENSIONS
Trusses DO NOT Carry Any Existing
Structure and They Are Not Designed
to Carry Any Additional Loading
Indicates Left End Of Truss
On Layout & Engineering Sheets
V-2"
j 3/4" Stub
I
@ Heel
5.75 [�--
8" CMU
Wall
Typical End Detail
(Match Existing)
Label
LVL1
(2) 1-3/4
Specs
x 11-1/4"
LVL2
(2) 1-3/4
x 11-7/8"
TRUSS PLACEMENT PLAN