HomeMy WebLinkAboutTYPICAL TRUSS ENDI LI\ ILV V LL �nu.v ou..n�nu „owl, .aw ��vuu.
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ROOF TRUSS DESIGN QtlM A
n.orn TRUSS OmLN W1nLA
TC.LL. 20 P.&L
TOLL 40 pal.
TCD.L 7 Pat.
TCD.L 10 Ps.f.
B.CD.L 10 Pat.
B.C.D.L 5 P.s.f.
TOTAL 37 P.-L
TOTAL 55 p.s.f.
DURATION FACTOR 1.25
DURATION FACTOR 1.00
WIND STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
WIND SPEED 160 m.p.IL
2' FOR PLUMBING IF NESSARY
BUILDNG EXPOSURE C
FLOOR TRUSS SPACING
BIIIIDNO TYPE ansm
2--0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
tz
1
6
1 — BRIG
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 WILL BE HONORED.
WARNING
mRwHna+u mnaR4 ORErnox AHo/aR rmMAHORr muaxc s Hor THE REsvoN-
s�Tr ar mE TRuss oEsaTR. Pun RUATFAcroRm, oa TRuss FAmaurwL PmswRs
EAEcnNo muss ARE uunam ro snR rRaescwa Aonra REcum90
rAEcnoK owTaNc woe w ALTMn REa1Rm ro PREWTRr rorslNc am
oouwowc wwxc mmnolL um Paalu+Enr BRAaHc wow MAr mt REOuaEn
of sPEtale Avwunolls, sLE aeAoro wnw TRusss Ca401TARf Mn
RmwmoAnoxs- (ses-e1> ono nmmw rsaRUAnox.
TRussEs swE T TO
TOP w A smusrt AAv RD% w M" wa>& Ho sluTlml)
Is Ar4+um - THE
ro TOP um/w TaTfwl woma, nBE sou m: moan
As mEaEr<n ax TEE Omxw omw. muss muu BE xAxou) wm
RFASaVLRE cu¢ wAm+c wmnox TO w¢vaRr ouucE ai PERSSHAL Nun.
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
ENGINEERING. SPECIAL D THEIR CONNECTIONS)
FOR MECHANICAL EWIPMENT
AND/OR B DIAGRAM (AND THEIR CONNECTIONS) W MUSS
TRUS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR l0 FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE LIMITED TO TH. DESCRIBED IN W.
1-1996 'DESIGN RESPONSTBIUTIEB'. ACCORDINGLY, IT DISCLAIMS
ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN, DRAWINGS, DOCUMENTS INCLUDINS THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACKNOWLEDGE
1) AUTHORIZATION TO PROCEED WITH 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
WITH 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 TRUSS SHIPMENT DATE
ACTUAL TRUSS SHP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE )
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I 50,8" I 7, I
1 81 I 57R8" ICI
1 66,4" 1
HANGER SCHEDULE
TRUSS SEARING HEIGHT SCHEDULE
• UWESS NOTED OTERVASE
Al HANGERS ARE USP 'HUS28•.
8'-8" ELEV.
ROff muss omw wTB4A
T.CLL 20 F10.
neat TRvss ®w wnRu
DCLL 40 1.&f.
T.GDL 7 pal.
T.CDL 10 pat
B.CDL 10 Pat
BCDL 5 P.sf.
TOTAL 55 P..t
TOTAL 37 P•sf.
DURATION FACTOR 1.25
DURATION FACTOR 1.DO
WIND STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
WIND SIM 160 mph.
2" FOR PLUMBING IF NESSARY
BINDING DIPOSUAE C
FLOOR TRUSS SPACING
MOMC TIFE a�
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
3 16
H
8"
BRG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24' O.C. E%CEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZA71ON 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
wev+Iloul. FRAW40. 11sCroN M /QR EEwMNNT a Q a Nm THE RIsaR-
9Alrc V T E TINS GrSaRER. RATE —ACPM ax muss FA9dGM rtRsoas
EffcmiG T—ES a S uuNam m GEEI( � .Qua IECA®oxi
wai a NAutn acwvn
mseow aRAa+B ro wsvRr TTNxO AND
ImMNawc wcam LRLcnort Arm I4IUTAIIDR BRrNm aHw MAr � IimlmfQ
a snrnc APWCATi46 se 'BRACT+9 ♦aw TRUSSES aARaNTARr Atm
ICLaBpmA1W6 (BC¢Bt)1m FtAtOER HREdbATPL
musas wAu. a WSTAtu9 w A smnoRr Arm nlAm PONmN. rHD¢ ND MrATIOm
6 APRID fORAiLY ro roP AN9AR eDTTOr oloRm. 1NLY 91ML � BRA®
AB `� w 1XC F/iO®ED tit' Grl mU596 91t1L � IINIDIm) MN
RFASORA9E aRs WREm D3CTUR m liu\9RT OrMA¢ w wsaRu EiWY.
NOTE
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNEOMON FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTONS SHOWN ON TRUSS
ENGINEERING. SPMAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT
ANO OR PWM9NG (AND TAR CONNECTIONS) IN TRUSS SPACE
MU BE DIAGRAMMED BY BUDDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACN(ER WHOSE
RESPONTIES ARE LIMITED TO THOSE DESCRIBED IN WTCA
1-1995 'DESIGN R EVIWS LnIW. ACCORDINGLY, R D190.NM9
ANY RESPCNSIBE.RIES AND ON UABDITY FOR THE CONSTRUCTION
DESCN, DRAWINGS, INCLUDING THE DWALLA71 AND
BRACING OF TRUSSES MANUFACNRED BY IRIS COMPANY.
APPROVAL SIGNATURE
• YOUR SIGNATURE WILL ACKNOAtID(L
i) A0IHORIZATION TO PROLFm WTIH FABRICATION
2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS.
INCLUDING WALL HEIGHTS, ROOF MOIL HEEL HEIGHT.
OVQRHANDs, CELNM ET -
TRUSSES WILL BE MADE IN STRICT ACCORDANCE
Y47H THIS TRUSS LAYOUT.
4) I 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 SHIP DATE IS BASED IN! OUR CURRENT DTLVQRY SCHEDULE )
R
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COMPONENTS,
LLC
19990 Independece Blvd.
GROVELAND FL" 34738 AR EN
OFFICE ® COljPONENjS
FAX; 352-429-7429
E-MAIL• TTvssPlOnt®YQne RBRts.
Ur Ho
7or-�4 Creekside
4EAB Aria 1672 "D" LL OL
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s. f-0 5-17- 1 131-41