HomeMy WebLinkAboutDrawing TrussIMPORTANT NOTES
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NO BACK CHARGES WITHOUT PRIOR APPROVAL FROM A REPRE=SENTATIVE OF TJ TRUSS CORP.
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ABBREVIATIONS
BLDR = BUILDER
HGR= HANGER
GDR= GIRDER
CLG= CELING
T.O.B.= TOP OF BEARING
LAYOUT SCALE:
1/4" = 1'-0"
3D VIEW
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THESE PLANS AND AU PROPOSED WOI?I(
ARE SE,1jECT TO ANY CORRECTIONS
CCOMPLY.AEQUfRE'D BY FIELD INSPECTORS THAT
COMPLY.
NECESSARY IN ORDER TO ,:
WITHALL APPLICABLE CODES,
MEAL FOR TRUSS PLACEMENT ONL
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TJ TRUSS PROVIDES STANDARD TRUSS TO TRUSS
CONNECTIONS. ALL STRAPS AND UPLIFT TIEDOWNS TO
FLAT GIRDERS, BEAMS,WALLS AND JACKS ARE SUPPLIED
BY THE BUILDER. DRAWN WALLS ARE BEARING UNLESS
OTHERWISE NOTED. ALL UNDERFRAMING OF DROPPED
CEILINGS AND FINISH FRAMING OF SPECIAL CEILINGS IS
BY BUILDER.
TJ TRUSS IS NOT RESPONSIBLE FOR TEMPORARY BRACING
OF THE ROOF SYSTEM. FOR TEMPORAY AND PERMANENT
BRACING REQUIREMENTS SEE BCSI 1-03 GUIDE
BRACING REQUIRED BY THE INDIVIDUAL TRUSS/WEB
COMPONENTS IS TO OVERCOME BENDING OF SPECIFIC
COMPRESSION MEMBERS DUE TO GRAVITY OR WIND
LOADS AND SHOULD NOT BE CONFUSED WITH THE
BRACING REQUIREMENTS OF THE BUILDING STRUCTURE,
AND SHALL BE INSTALLED BY BUILDER.
TJ TRUSS DISCLAIMERS:
FOR ANY CONFLICT BETWEEN THIS SETTING PLAN AND
THE INDIVIDUAL ENGINEERED DRAWINGS, THE
INDIVIDUAL ENGINEERED DRAWING WILL TAKE
PRECEDENCE. DO NOT CUT OR ALTER ANY TRUSS
WITHOUT CONSULTING A REPRESENTATIVE OF TJ TRUSS
FIRST. ANY PARTY WHO CUTS OR DAMAGES A TRUSS
SHALL BE RESPONSIBLE FOR THE COST OF THE
REQUIRED ENGINEERING DESIGN AND REPAIR OF THE
TRUSS. NO BACK CHARGES WILL BE ACCEPTED UNLESS
APPROVED IN WRITING BY AN OFFICER OF TJ TRUSS
CORP. FAILURE TO SEEK THE RESOLUTION OF A
PROBLEM UNTIL AFTER THE ROOF IS SHINGLED OR THE
DRY WALL IS INSTALLED SHALL CONSTITUTE
ACCEPTANCE OF THE PROBLEM BY THE CUSTOMER AND
THE CUSTOMER SHALL BEAR TOTAL FINANCIAL
RESPONSIBILTY TO RESOLVE THE PROBLEM.
CUSTOMER RESPONSIBILTY:
PROVIDE AND INSTALL ANY AND ALL PERMANENT
BRACING REQUIRED BY THE TRUSS DESIGNS. PROVIDE A
SUITABLE UNOBSTRUCTED AREA TO UNLOAD TRUSSES.
TO ERECT ALL TRUSS COMPONENTS IN ACCORDANCE
WITH THE TRUSS PLATE INSTITUTE PUBLICATION BCSI
AND TO SEEK PROFESSIONAL HELP AND ADVICE ON ANY
QUESTIONS PRIOR TO THE ERECTION OF THE TRUSSES.
FLORIDA ADM. CODE 61G15-23.002 COMPLIANCE NOTE:
THIS TRUSS PLACEMNT DIAGRAM WAS NOT CREATED BY
AN ENGINEER, BUT RATHER BY THE TJ TRUSS CORP
STAFF AND IS PURELY TO BE USED AS AN INSTALALTION
GUIDE AND DOES NOT REQUIRE A SEAL. COMPLETE
TRUSS ENGINEERING AND ANALYSIS CAN BE FOUND ON
THE TRUSS DESIGN DRAWINGS WHICH MAY BE SEALED
BY THE TRUSS DESIGN ENGINEER.
LOADING CRITERIA
ROOF FLOOR
TCLL: 20 PSF TCLL: 0 PSF
TCDL: 7 PSF TCDL: 0 PSF
BCLL: 10 PSF BCLL: 0 PSF
BCDL: 5 PSF BCDL: 0 PSF
TOTAL LOAD:42 PSF TOTAL LOAD: 0 PSF
DUR. FACTOR:1.25 DUR. FACTOR:1.00
DESIGN CRITERIA: FBC/ASCE 7-2002/TPI 1-02
WIND SPEED: 140 M.P.H.
BUILDING EXPOSURE: B
CATEGORY: RES 11
TYPE: MWFRS
REVISIONS:
1.
2.
3.
4.
APPROVAL IS NEEDED
(4)
WEEKS PRIOR TO DELIVERY DATE
YOUR SIGNATURE WILL ACKNOWLEDGE
(1) AUTHORIZATION TO BEGIN FABRICATION
(2) VERIFICATION OF DIMENSIONS
PITCHES, HEEL HEIGHTS, OVERHANGS, ETC.
(3) TRUSSES WILL BE BUILT IN STRICT
ACCORDANCE WITH THIS LAYOUT!
❑ APPROVED -NO CHANGES
[]APPROVED AS NOTED
❑ REVISE AND RESUBMIT
SIGNED - DATE
DELIVERY DATE
TRUSS CORP.
2801 INDUSTRIAL 33RD
FT. PIERCE, FL. 34946
PH. (772) 466 - 3388
FAX (772) 466 - 9329
TOLL FREE (800) 326 - 3388
saesr�rrauss cane
SPANNING THE DISTANCE - WITH PEAK PERFORMANCE
#
JOB #
61225
OB-DICK PAWLUS
JOB NAME
STORAGE
LOT/BLK/SUBDIV
2023 ST LUCIEBLVD
LUCIE
DATE 12/14/06 DRAWN BY DWH