HomeMy WebLinkAboutTRUSS PLACEMENT PLANi
•BUILDER"S WARNING"
WARNING*
-THIS IS A PLACEMENT PLAN FOR ENGINEERED
BRACING:
-SEE FINAL ENGINEERING SHEETS FOR THE
BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS
STRUCTURAL DATA, NUMBER OF GIRDER AND
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
LL BEARING POINTS MUST BE INSTALLED PRIOR TO
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
N THE BCSI-81 SUMMARY SHEETS
TRUSS
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
NSTALLING ANY TRUSSES! FAILURE TO DO SO MAY
EAST COAST TRUSS. -
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
PLIES AND THE CONNECTION INFORMATION.
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
RESULT IN DAMAGED TRUSSES AND WILL VOID ALL
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
-OUR DESIGN DEPARTMENT MUST APPROVE
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
ARANTIES.
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
ENGINEERING TRUSS DRAWINGS.
ADVANCE.
13' -4" PLATE HT.
Indicates Left End Of Truss
SHOP DRAWING REVIEW
91 APPROVED APPROVED AS NOTED
REVISE AND RESUBMIT []REJECTED—
SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND
GENERAL CONFORMANCE TO CONTRACT DOCUMENTS
ONLY. THE CONTRACTOR IS RESPONSIBLE FOR
CONFIRMING AND CORRELATING DIMENS.ONS AT JOBSITE
FOR TOLERANCE, CLEARANCE. QUANTIT!-.S FABRICATION
PROCESSES AND TECHNIQUES OF CONSTRUCTION,
COORDI TION OF IS WORK WITH OTHFk TRADES AND
FULLC PL CE THCONTRACTDOCUMENTS
By: Gate 2-%• Zv1'W
Architectonic Inc.
Fort Pierce, FL 34950
6r
51T O
EAST COAST TRUSS O
CF
TOMER: Matthew A Baker
NAME:Baker Res.
RESS:6603 Lakeland Blvd.
/COUNTY:FL Pierce/St. Lucie
# J34998
FT = 1152
DMraSTRATIVE CODE
61GISS-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer"
Trusses are designedin accordance with the
Florida Building Code
By approving this placement plan(s), signatured
iywhere on this sheet, the customer or his
presentitive acknowledges that this placement plan
,mplies with the structural intent of the project.
The customer also acknowledges that this approve
dhorizes EAST COAST TRUSS to manufacture
ese trusses and deliver them to the project
dicated on this drawing.
The customer also acknowledges that he/she
:cepts financial responsibility for any repair,
igineering, and labor required due to errors other
an those of EAST COAST TRUSS.
gned: —Date:
-
DESIGN CRITERIA=MWFRS
CCUPANCY CATEGORY=1
XPOSURE=B
WF SPEED=160
UILDING TYPE-- ENCLOSED
EAN HEIGHT=18.00
LOOR: DUR FACTOR = 1 .0
SF= TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,5.0
OOF: DUR FACTOR = 1.25_
SF= TCLL-TCDL-BCLL-BCDL
0.0-15.0-0.0-10.0
(LOADS PER FBC & FRCI
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
DEFINITIONS
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# = POUNDS
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
I RECOMMENDED ON FLOOR TRUSSES I
SPANNING 20'-0" OR MORE
IR
ST BE SET WITH A SPREADER BAR. THE
READER BAR SHOULD BE AT LEAST 1/2 TO
IN LENGTH AS T1-IE SPAN OF THE TRUSS
ING SET.
FER TO BCI-B1 FOR COMPLETE
ECTION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
TRUSS PLACEMENT PLAN