HomeMy WebLinkAboutTYPICAL TRUSS END36'6'
10, a 15'7'
1.1 REVISE & RESUBMIT ❑ REJECTED / RESUBMIT
❑ NOT REVIEWED ❑ FOR YOUR INFORMATION
Submittals are reviewed for conformance with design intent
and general'compliance with the Contract Documents only.
Notations Do Not Authorize Changes to Contract Sum.
Approval, comments and/or corrections does not relieve the
Contractor fro compliance with the Contract Documents. The
Contractor is esponsible for confirming and correlating all
;ions, tolerances, clearances, fabrication
iques and sequences of construction,
rterials and materials coordination of their
ades and subcontractors, perfgrmance of
satisfactory manner and for full/c�mpyance
ments
DESIGN GROUP
FT10
21'S' 15' L
SCANNED
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HANGER SCHEDULE
MSS BEARING HEIR SOHFDULE
• UNLESS NOTED OTHERWISE
ALL HANGERS ARE USP •HUS25•.
9'-4- ELEV.
OA MSH422
0'-0- ELEV.
®
O��
® 0•-0- ELEV.
RDa TRRINSS DESGN GiTERA
R1Da TRUSS Rena CR7EM
TOLL 20 PAf.
T. 40 psi
TCDL 7 Psf.
T. 10 P.sf.
B.CDL 10 P.Af.
B.CDL 5 pAE
TOTAL 55 PAL
TOTAL 37 PAT.
WNTIQI FACTOR 1.25
DURATION FACTOR LOD
WINO STANDARD ASCE 7-10
FL0L1R TRUSS MAY BE ADJUSTED
WIND SPEED 160 M-Ph
YF FOR PLUMBING IF NESSARY
BUILDING EXPOSURE C
FLOOR TRUSS SPACING
BUILDING TYPE 0®
1 2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
4-3 16
H
0" BRG.
UNLESS NOTED
OTHERWISE
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 NORFlED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES
NO BACKCHARGES WILL BE HONORED.
WARNING
tuNR4NnaAL mA1eNc BRCTIaR AxDNUR N4WIAREIR RRARDIG Is NIn ME ItE4oN-
�MIT 611E TRUSS R FIL MlE YMAfACnMli. Q1 lfil9 i.1edG1fA Pe6pM3
IRERn.w 1Rusm ME eAunaNm ro sDx I'F3E5ONN. ARWCE NRcumND
DRmmN IPAaG r.aa o RaRMTs RDIRED ro PREwRr IDEn+NB ARm
oONaRD ofalc FSRZTgI: No OmIMRMT ORAVNG TwG WT eE RE91Etn
N 9•E61G APpnGTIo6 9fE TAeaR 11KI01 1RIIS43 GOYl1TIln ANR
Il�lElO0ATW15 (RAs-e0 IlrtNml NEoaullaR.
IN
TRUSSES 91A11 ff E6LWID N A SRRAIGR AND NDIO IN9UIX 1\DE NO 9RAIHNO
W AP0 mECTLY ro TOP AroA'IR Rona aaA" 4E'f eIN1 BE BR/�
9' AS AE a ME ENQNo-TaD OESIIX 101� SHALL BE MAtD7tFD
IER9IRA9E vNE aAmD QEGTIa ro ETEWINr DAMARe a I�fA54UL Eum.
NOTE
IT IS THE RESPONS®I)TY OF THE BUILDING DESIGNER OR
AR CT TO PRONDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGIN E ING SPECIAL CONSIDERATIONS FOR MECHANICAL EQ OP METNT
AND/QR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR 70 FABIRCA71
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE UMITED TO THOSE UMSED IN WTCA
1-1995 "DESIGN RESPONSIBLL T%j ACCOfiWHOLY, IT DISCLAIMS
ANY ZZONSIOUTIfS AND/OR LIABILITY FOR THE CONSTRUCTION
OESION, DRAWINGS, DOQINENIS INCLUDING THE INSTALLATION AND
BRACING O' TRUSSES MANUFACTURED BY IRIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACI(IOWIEDGE:
1) AUTHORIZATION TO PROCEED WITH FABRICATION.
2) VERIFICATION OF ALL DIMENSMS AM CONDITIONS,
NCU)DBNG WALL HEIGHTS, ROOF PITCH. KEEL HEIGHT.
OVERHANGS. CEILINGS. ETC-
5) TIRISSES WILL BE MADE IN STRICT ACCORDANCE
WITH THIS TRUSS LAYOUT.
4) I HAVE HEAD AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOUND BY THEM.
SIGNED
RTLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCKEDGE )
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COMPONENTS,
LLC
'9990 Independeee BIVd.
GROVELANO FL 34736 RANEY
OFFICE 352-429-9429 ® COMPONENTS
FAX: 352-429-7429
E-MAIL:- Tm.sPlent0raneycomponents.cam
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