HomeMy WebLinkAboutTYPICAL TRUSS END•
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Notations Do Not Authorize Changes to Contract Sum.
� l---- Approval, comments and/or corrections does not relieve the
Contractor from compliance with the Contract Documents. The
g a„
quantities, dimensions, tolerances, clearances, fabrication
processes, techniques and sequencesF
on,
compatibility of materials and materials ceir
work with other trades and subcontracto of
work in a safe and satisfactory manner andnce
with the Co tract Documents
AUG 1' 1 2017
DATE A.B. DESIGN GROUP "WE0 BY
4
HANGER SCHEDULE
TRUSS BEARING HEIGHT SCHEDULE
• UNLESS NOTED GIN ESE
ALL HANGERS ARE USP'HUS29'.
8'-8' ELEV.
ROOF TRUSS DMCK OWTDnA
ET.caN DUBSQATOIA
T.CLL 20 Paf.
T.C.LL 40 P.L
T,GD.L 7 psf.
T.CD.L 10 -L
B.CAL 10 PAT.
B.CDL 5 P..
TOTAL 'S5 Pat
TOTAL 37 W. '
DURATION FACTOR 1.25
DURATION FACTOR 1.00
HIND STANDAIRD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
TING) SPEED 160 M.PJL
2' FOR PLUMBING IF NESSARY
BUILDING EIPOSURE C
FLOOR TRUSS SPACING
BALDING TYPE msm
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
4-3 16
HEEL
BRIG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 2e O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZATION FROM THIS OFFICE.
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES
NO BACKCHARGES WILL BE HONORED.
WARNING
wNWNnaML ERAIERE. LTaLYnON Arm/DR WDEMiNT tPRAmTD a rar TIE 19�cTti
9iNRT Di M IWIR OLSGiIN. FTAIE YANIiADI1RA1a. G DMR FAWdGTOL PWm4
D¢canD TEIRE9 ARE uanoam TO sTx SAL ADM E REDNIANG
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oaWLnxc wRWc ESFZTot ANC 1901AWENT TNAWD EUON NAr IREGrovn
N 9£GIG A•PIIGMS SE 9:A0R0 Niel lElSS WRIETITARY AM
RFmAmawnays (ew-e) NTR ETNn9n NfDEAnaE
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Ls APNID lWacaY m mR uoAT+ wrTaN aaams. TIEY sNAL1 lE ERA®
As s•Eoflm a na eNorm+m DEvm TIauRFs suu a xAxnEn nx
IEA�9RAEE char PAW10 ET✓ECIIQI m PIETWNr DANACE a PvacNAL NANr.
NOTE
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGIAND/TCCRR PLUMBING (ANDNG. SPECIAL DTTEN CCOMNECTICNS)SDERATIONS FOR IMECHANICAL EQUIPMENT
TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
TGS COMPANY IS A TRUSS MANUFACTURER WINOS:
RESPONSIEIUTIES ARE UNITED TO THOSE DESCRIBED IN WICA
1-1995 'DESIGN RESPONSIBUTIES'. ACCORDINGLY. IT DISCLAIMS
ANY RESPONSIBILITIESAND/OR UAEIUTY FOR THE CONSTRUCTION
DESIGN. DRAWINGS DOCUMENTS INCLU NO THE INSTALLATION MID
BRACING OFTRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE ELL AOONOWLEEDfE:
1) AUTIN01IMMON TO PROCEED VAIN FABRICATION.
2) VERFICATION OF ALL DIMENSIONS AND CONDITIONS
INCLUDING WAIL HEGIM ROOF PITCH. HEEL HEIGHT.
OVERHANGS CBUNGS, ETC.
3) TRUSSES ELL BE MADE IN STRICT ACCORDANCE
ETIH THIS TRUSS LAYWT.
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOUND BY THEM,
SIGNED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SIB DATE 15 BASED ON OUR CURRENT DEUVFRY SCKEDU E )
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COMPONENTS,
LLC
19990 Independ... Blvd.
GROVELAND FL 34735 RANEY
OFFICE 352-429-9429 ® CO
WEN
FAX: 352-429-7429
E-MAIL: TrussPickGraneycomponents.Com
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