HomeMy WebLinkAboutTYPICAL TRUSS ENDANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE
• UNLESS NOTED OTHERWSE
AlHANGERS ARE USP 'HUS26'. F�—� 9'-4" ELEV.
OMSH422 u
® 0'-0• ELEV.
OB HUS26
® 0'-0' ELEV.
R
co
15'
36'8'
—10' —10'6'
? -P
FT10
ON
7
I, 15' I. 2118,
RODF TRUSS DESGN O6IEAIA
I'LDON i OMCN GOTMA
TCLL 20 p.sf.
T.C.L.L 40 p.sf.
T.CD.L 7 p.sf.
T.C.D.L 10 par.
B.CD.L 10 D:sf.
B.C.D.L 5 p.sf.
TOTAL 37 P.O.
TOTAL 55 p.sf.
DURATION FACTOR 1.25
DURATION FACTOR 1.00
WND STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
NtND SPEED 160 m.p.h.
2" FOR PLUMBING IF NESSARY
BLDUANG EXPOSURE C
FLOOR TRUSS SPACING
BUILDING TYPE allsn
2'-0• UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6 P
�a ;Iti 1, — 0,, B8
RG.
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
OaNVENiMNAL iRNRN4 fAECTIWN IJm/OR -AN.T BMDNO a NOT 111E MI--
981UTY w ME TRU55 Df90rtR, M1E YANUTACNIRR w 1RII99 FAanGro0. f4RS0rN5
ro SBet PROR99wIl IDN2 AND
�
FTECMN BRAE < w<ON IS AI�AK REOYIRD ro PREIflNT TD M. ANO Douwmc oa+wc DucTI<N; rNo PwuumNr aruoNc wow uAr a REaARLD
(U w sPEanc Awu<AnIWs sa 41NAONc wpD muss <aONNTMr Arm
rscaYYwDAnwr (Bcs-el) IN ruRmrn wTaelAnw.
TRus s sliu Bc s wruuB w A smuwT .vm xwB Posnw. wlvs No s1EAnm1c
a Awun Ilwccar ro lw ANDAn eDTrou warns TI1n suu eE BRA®
AS SPEarI01 w THE 0 —1 DESOC T 13. STALL BE N ML NTH
REASDNABIE culE Duwnc ERE<nw Ta R3r4NT DAUArt w ErRsaNAL wAixr.
NOTE
IT IS THE RESPONSIBRTTY 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 UNITED TO THOSE DESCRIBED IN WrCA
1-1995 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS
ANY RESPONSIBIUTES AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN, ORAWNGS, DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACKNOWLEDGE:
1) AUTHORIZATION TO PROCEED WITH FABRICATION.
2) VERIRCATION OF ALL DIMENSIONS AND CONDITIONS,
INCLUDING WALL HEIGHTS. ROOF PITCH. HEEL HEIGHT,
OV ANGS, CEILINGS, ETC..
3) TRUSSES WALL BE MADE IN STRICT ACCORDANCE
WITH THIS TRUSS LAYOUT.
4) I HAVE READ AN O UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOUND BY THEN.
SIGNED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVE1Y SCHEDULE )
<T E
I V
RANEY
COMPONENTS,
LLC
19990 Independece Blvd.
GROVELAND FL 34736
RANEY
OFFICE: 352-429-9429 ® COMPONENTS
FAX: 352- 429
E-MAIL: Trus n4lRonevcbfADonents.com
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