HomeMy WebLinkAboutTYPICAL TRUSS ENDSCANNED
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" UNLESS NOTED OTHERWISE
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ALL HANGERS ARE USP 'HUS26".
8'-B" ELEV.
ROOF TRUSS DES. Ox1QtlA
LC.LL 20 Pat
BOOR TRUSS DESIGN C 0 m
LOLL 40 p..t
T.C.D.L. 7 p.sf.
LC.D.L 10 P.sf.
B.OD.L 10 P.B.I.
B.C.D.L. 5 P.&E
TOTAL 55 p.zf.
TOTAL 37 Paf.
DURATION FACTOR 1.25
DURATION FACTOR 1.00
WIND STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
RIND SPEED 160 M.p.h.
2' FOR PLUMBING IF NESSARY
BUILDING EXPOSURE C
FLOOR TRUSS SPACING
BUILDING TYPE O=D
2'-0" UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
HEEL16"
8TI
1' —
3,,1z - 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 NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES.
NO BACKCHARGES WALL BE HONORED.
WARNING
COIVDTROMI nUWNC, FAFLnOi AND/DR PERiwiE TT wGCD1C a xoT THE REV W-
99DTY OF 1NE TRUSS OE90IDf. PIAIE Y/JlIIFAC111RFA, DR TRII55 FABRGroR. PFA• 5
ER¢Iwc IRussEs a¢ culnwm ro smc vRSFEWOIAL ADVICE REGMDwD
mLcna ImAaxc Inca rs ALlurs REVILED TD PREVENT TmEuxc AxD
DDYwCwO O.PRYJ ERECD.�G Alnl PODIAIENT 6RAWID RROI WYlE REVILED
w soEalc ARVLTrulDrs sEE'eRAaTc 11n0D mugs CDwTNnutr AND
r¢m1METSAnaxs- (nca-w) rDR nnmrn wlrnxAnora
IRUSSES 91ALL RE wTTDP w A 51RMOR ANO RLMD P[IDnRI TnAE x0 91EAiHNC
ISAPRIED OREcnx ro TTP mm/aR 9oTmu aoxos Txcr sxw. BE eRA®
AS SRDiED ql DR M
ouRwvTDIrt I DETO1. D N"IOID AM
RGBONABIE cAIE o aECnox TO PREkTIIT T oulACE DR raesoxa RRLmr.
N OTE
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
ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT
AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE UMITED TO THOSE DESCRIBED IN WTCA
1-1995 'DESIGN RESPONSIBNTIES% ACCORDINGLY. IT DISCLAIMS
ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN. DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACKNOWLEDGE
1) AUTHORIZATION TO PROCEED WTH FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS.
INCLUDING WALL HEIGHTS. ROOF PITCH. HEEL HEIGHT.
OVERHANGS CEILINGS. ETC..
3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE
WTH THIS TRUSS LAYOUT.
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOUND BY THEM.
SIGNED
TITLE
DATE
—REQUESTED-anDMFIJr�A
( ACTUAL TRUSS SNIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE )
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RANEY
COMPONENTS,
LLC
19990 Independece Blvd.
GROVELAND FL 34736 RANEY
OFFICE: 352-429-9429 ® CO POINEN S
FAX: 352-429-7429
E-MAIL: TrussPlantUraneycomponents.com
br Horton
IDT/eU( BOW
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HANGER SCHEDULE
TRUSS BEARING HEIGHT SCHEDULE
• UNLESS NOTED OTHERWISE
ALL HANGERS ARE USP 'IR152b'.
8•-B" ELEV.
RWF T—S DESM CROOdA
FLOOR TRUSS O®ON CMIEIIA
T.CLL 20 p%L
LC.LL 40 ps.L
T.CD.L 7 psL
TCA.L 10 P.&C
B.CD.L 10 ON.
B.C.DL 5 P.%1.
TOTAL 55 pal.
TOTAL 37 P.%1.
MRA110N FACTOR 1.25
DURATION FACTOR 1.00
WIND STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
1$71 SPEED 160 mph.
2' FOR PLUMBING IF NESSARY
BUILDING DPOW C
FLOOR TRUSS SPACING
BUILDING TYPE Cnsn 1
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
16"
HE1
1
011 8N
BRG.
5-It
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 247 O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZATION FROM THIS OFFICE,
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES.
NO BACKCHARGES WILLBE HONORED.
WARNING
WNIQNIIWAI. -..k E EC,Im MN/m POWNAR NMtlNO 13 NoT THE mWoN-
s�1rr a TfE IAus oPSRIR. PUTS WMYACRNRA, oR rwst FAORAT®L POKOra
mLclma TNUSYS ME uull9Nm Ta srx PAVEsIma ADNI£ RTcumNc
owlla IXLWNO NISDI rs ALLSAn ro P1E+e9r TrnP1nm Ax9
oA@�W W olSblG EIECML NO RdINGNT 9iAOA WRN WY BE RfAU6hD
W ffd41t MRNGiMNS SFE'(WAQM WOW TRI155Ei COt101fAM Afm
!lWRfDOA110t1i LWSI-s0 RR RAIRRR BIOtl1ATON.
TRUSS
BIAIl � betANID IN A SIIWOIT AMo PM110 POSOOa NNDE Mo SNFATYNo
B APi1UD DRECRT 10 fU A•0/OIL eOfloti amlms THEY SHML BL CRA®
As Sata n a T14: D s mo m muss . E xuAL I<Ix
IVASCNA9IE DARE MA010 EfECICN ro RiYOiT OAwtE oR PFRODNAL sLIA1Y.
NOTE
IT M THE RESPONSILIUTY OF THE BUILDING DESIGNER OR
A)1 APPROPFHATE CONNECTION FdT 1AU55ES
ARCHITECT TIN STRUCTURE
TO SUPPORTING STRUCTURE PER REACTIONS SHOWTT ON T%SUS
ENGINEERING.MULLSPECIAL COIN",' ME FOAM IN TRUSS EWIPMENT
S
AND/DIi PLUMBING (AND 7HDR CONNECAP. W TRUSS SPACE
MUST BE DIAGRAMl�D BY BUILDER ON APPROVED 7RUSS LAYOUT
PRIOR TO FABRICA110N.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSBILITIES ARE INITED 70 THOSE DESCRIBED IN WFCA
1-1985'T1ESG1 RESPGiSIBIUOES'. ACCORDINGLY. R DISCLAIMS
ANY Ii ONSBILMES AND OR LIABILITY FOR THE CONSTRUCTION
DESIGN. DRAWINGS. DOCUM INCLUDING IHE INSTALLATION AND
BRAONG OF TRUSSES MANUFACTURED BY IHIS COMPANY,
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACKNOWLEDGE
1) AUTHORIUTON TO PROC® W77H FABRICATION.
2) V"MFI TION OF ALL DNENSIONS AND CONDITION$
INCLUDING WALL HEIGHTS. ROOF PITCH. HEEL HEIGHT.
OVQMANGS, CFiJNGS ETC..
3) TRUSSES WILL BE MADE IN ACCORDANCE
WITH THIS TRUSS-
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOUND BY THEM,
SIGNED
RILE
DATE
RECSIESIFD TRUSS SHIPMENT DATE _
CaGNAI-Thl/SS:5MF0Ale: L48A5YDT.P>-gIR-CfRRFNT�EIIVERY SOfmULE ).
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RANEY
COMPONENTS,
LLCC��
19990 Inde�pendece Blvd. "—^^
GROVELANO FL 34736 A"R NEY'
OFFICE: 352-429-9429 ® CID PONEN
FAX: 352-429-7429
E-MAIL: TmssPlcntBYaneycomponents.com
Horton
IDT/&K V. ®
Lo : 41 Creekside
E4 BB 1828 Cali "D"
n s=1'-0' os- 7-2ot6 GLM w8