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ROOF TRUSS DESIGN CRITERIA
FLOOR TRUE OF9GN OWTERIA
T.C.L.L. 20 p.s.f.
LOLL 40 Pat
TCD.L 7 ps.f.
T.C.D.L. 10 P•sf.
B.C.D.L 10 W.
9.CM.L. 5 pat
TOTAL 55 P.sf.
TOTAL 37 P.s.f.
DURATION FACTOR 1.25
DURATION FACTOR 1.00
WNO STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
W;ND SPEED 160 m.p.h.
V FOR PLUMBING IF NESSARY
BUILDING D IPOSURE C
FLOOR TRUSS SPACING
BUILDING TYPE CLOSED
2'-0" UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTT.^.,M CHORDS
PLUMB CUT OVERHANG
12
6
HEEL16
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 BACKC14ARGES WILL BE HONORED,
WARNING
CONW0IRQRN. iRAYNC. --I —/OR PERMANENT BQONG Is NOi 1M RPn'ON-
RATE IUMFACTUROI OR MM
SRNTT OF 111E 1RITSS DES M FABRIGTQL PERSONS
em.CT.0 TRussEs ARE Cw — TO sent va.eLssGHAL AOWS RECAROND
DICTION ILUQNG T m S AL— REQDIm TO PIIWNi TOPPLING A,ID
Leuwawc Quad. —CTM AxD PeRNANENr LRAONO mom Al BE PEQARm
IN SPEOnG APPUGAT— SEE'BNAQN. 1A)N TRUSSES CONIINT— ATID
gELVQENDAl1Qfi' (BC9-Ell) NR RIRIHDR weMWAIRl
1W155E5 SNNL BE Lb'TAl1ID N A SRWmi A1O PW1® PC611g1 m NO SQATI01.
R APRIm QIILILY TO TOP ANO/m BOndl mQAA T —K—
M SPEOM ON THE ENON6Am OESKiL TRUS`Es `HALLGEN— MIN
—NATL E CAII CNN. ERECT. TO PPfl£HT .AMAGE OR PD—NAL wJIRY.
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 15 A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE UMIIED TO THOSE DESCRIBED IN WTCA
1_1995 'DESIGN RESPONSBIUTI& ACCORDINGLY, IT DISCLAIMS
ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN, DRAWINGS, DOCUMENTS INCLUDNG 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, REEL HEIGHT,
OVERHANGS COUNGS. 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
DALE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE )
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RANEY
COMPONENTS,
LLC
990-1Ddependec_e_Blvd.
GROVELAND F o —
_RANFY-
OFFICE: 352-429-9429 -
FAX: 352-429-7429
E-MAIL: TrussPlant@rcneycomponents.com
WHorton
Loi/RN wW.
Lo : 37 Creekside
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4EBB 1828 Cali "Dee
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