HomeMy WebLinkAboutTRUSS PLACEMENT PLANi ALL BEARING POINTS
THIS IS A PLAZ0VENT PLAN FOR EINGIMMED
7777N G:
SEE FINAL 7NGMEERING 7Hrrr=THE
RACK CHARGES WILL NOT BE ACCEPTr-D UNLESS 7U
UST BE INSTALLED PRIOR TO
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL D-1TA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THECONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE OR USP
NSTALLING ANY TRUSSES! FAILURE TO
EAST COAST TRUSS,
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
NLESS OTHERWISE NOTED, INSTALL HANGERS
O SO MAY RESULT IN DAMAGED TRUSSES AND WILL
FOR ERECTION AND INSTALLATION OF TRUSSES
ESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
CCORDING TO THE CURRENT SIMPSON STRONG -TIE
OID ALL WARRANTIES.
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
R USP CATALOG
;;HEETS AND SEALED ENGINEERED TRUSS DRAWINGS
VNGINEERING TRUSS DRAWINGS.
12' 11 "
17' 111
26' 0"
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N N N N N
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25' 0"
11' 0"
20'
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56'
0"
00.4
ALL BEARINGS AT 9'41
TRUSS PLACEMENT PLAN
N
CJ5
Ind i canes Left end Of Truss
CJ3 On Layout & neering Sheets
CJ1
;,EVIEWED, FOR
SPANNING 20'-0" OR MORE 11MAIM
O
1UST BE SET WITH A SPREADER BAR. THE
,OPREADER BAR SHOULD BE AT LEAST 1/2
/3 IN LENGTH AS THE SPAN OF THE TRUSS
,SING SET.
EFER TO BCI-B1 FOR COMPLETE
RECTION AND SAFETY PROCEDURES. 0
BEAMS f LDER
NOTE: TRUSSES DZI NnT
SUPPORT ANY PLANT SHELVES
1-
T-
2-
4-
3-
O
4-
5-
r...
6-
0)
CID
cL
(1 /4" if plotted 2406) . Designed By: BH