HomeMy WebLinkAboutTypical TrussIdoa 31
-- 8' S 9' 8"
ANGER SCHEDULE
I TRuss BEARING HEIGHT saHmILET
• UNLESS NOTED oTHDRWLSE
-
ALL xANmn ARE AISP Hus2e .
8'-8.ELEV.
NOW TRUSS DONOR CWm u
T.CLL • 20 Pst
FLOOR TRUSS DESON ORD12A
TCLL 40 Pat
T.CDL 7
B.CD.L 10 pt
B.C.OL 5 Pit
TOTAL 37 P"
TOTAL 55 Pat
.
DURATION FACTOR 1.25
DURATION FACTOR 1.00
WIND STANDARD ASCE 7-10
FLOCR TRUSS MAY BE ADJUSTED
WINO SPEED 160 mph
2' FOR PLUMBING IF NESSARY
BATING ON090E C
FLOOR TRUSS SPACING
BUIDNG TYPE aa�
T 2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR -BY BUILDER
2%4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12 ,.
1
6.'
I/ $R
0"
8RG.
UNL NOTED
OT%VASE
N
TYPICAL TRUSS END
ALL SPACING IS 24' 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 WALL BE HONORED.
WARNING
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93111Y W 11E 1RI55 DERMER, RATE RNRFACNROL w TRI55 FASROAM N]iFA6
MRS; RC TRMOES N CMTOOnD TO SDA FR6P9OML ADDUCE RcT/I✓01I
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DOHWIRF wlac nESTvt ANo R]d/lQlf R+AaF TIWI AUY DE HETAWSD
R SERF /ifVUTRB 9E $WIC MOOJ 1RISS3 ICI OQ Mu
Ri'OOAD ramr FOR nBTID1 IEDRIATIOL
(Bc9 )
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O ARTIOI OFECRT m iTTP AroATR ITOTTOI CNOIOS, THEY —
u semen a ra vlwaan TESIOI. TRIS£9 SNANA TE NNam TnN
REASOIARP uNE DIARID ERFT.TION m RE`A/IT GWAOE W PFRYINA IAIm
NOTE
IT IS DOE REsFcMsaM DTY OF THE BUILDING DESICNE R OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUE
m SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TERM
ENGIAND/PLUMBING. G ((AND THEIRRCCONNECTIO671ONS FOR �N TRUSS SPACHANICAL CE
MUST BE DIAGRAMMED BY BURDEN ONAPPROVED TRUSS LAYOUT
PRIOR TO FABRCATIOL
THIS COMPANY IS A TRUSS NANUFACNDER WHOSE
RES'WSBMIES ARE UYITED TO THOSE DESCRIBED N WTCA
1-1995 'DESIGN RESPONSIBUTTES•. ACCORmIN4Y. R OSCLMMS
ANY RESPON— —/OT UABUTY FOR THE CONSTRUCTION
DESIGN. DRAWINGSEN , DOCUMTS NCLU NG THE INSTALLATION AM
BRAGON . OF TRISS6 MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WALL ACKNOWUDCF:
1) AUTHORDATION TOPROCE D.WITH FABRICATION.
2) VERIFICATION OF ALL DO IDISIONS ADD CONDmOhM
INCLUDING WALL HE3GHM ROOF PITCH, NEEL HOOHT.
OVIER HANGS. CEUNGS. ECG_
3) TRUSSES WLL BE MADE N STWcr ACCORDANCE
WTH THIS TRUSS LAYOUT.
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THUS PAGE AND AGREE TO BE BOUND BY THEM.
SIGNED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SIP DATE IS BASED ON OUR ORIENT DELIVERY SCODULE )
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RANEY
COMPONENTS,
LLC
19990 Independece Blvd.
RANEY
GROVELAND FL 34736
OFFICE:
O
COMPONENTS
FAX:A352-429-7429
E—MILTrusaPlDntWaneycompanenta.com
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