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1 10'2" 10'8" �' 18'10" L
HANGER SCHEDULE
TRUSS BEARING HEIGHT SCHEDULE
• UNLESSNOTED OTHERAISE
ALL HANGERS ARE USP "HUSM ,
$•-8" ELEV.
O14US26
® 8'-8" Ent Brg
OB UHS-422
® 18•-, 7/9• ELEV.
ROOF TRUSS DESIG4 OOTERIA
FLOOR TRUSS OESIM MTEMA
T.C.LL 20 p-st
T.C.LL. 40 P.M.
10.1- 7 pal.
T.CO.L 10 P.tl.
BCD.L 10 Pat
B.C.D.L 5 I tl.
TOTAL 55 L&L
TOTAL 37 p.tl.
DURATION FACTOR 1.25
DURATION FACTOR 1.00
WIND STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
04D SPEED 160 m.µh.
2' FOR PLUMBING IF NESSARY
BUILDING EIIP65tUtE C
FLOOR TRUSS SPACING
BUILDING TYPE aos9
2'-O' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6 /
NE 16
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 BACKCHARCES WILL BE HONORED.
WARNING
O9NEN k FRAYING DE:Dmf 40/J '—i T CW 0 IS 110T ME (tESf'mT—
Sr3NiY OF TR W MG?M PLATE MANUFACILPFDt, CR 1fn1S5 FACRICAM PEiSmlB
FRLTPtG 1RDSRH AI✓E CMITDkID 10 SmG PRm1:i9WAL ML10E REGARDING
aecTa efua o s u wsYs nEa ro Tm"' um
Gw ENT
OWN(IRD GAIYTD FRECfImC /di0 Fflet PENT BPACCtG WIICH YAY m IEGIA.381
MG m
BI SFLiTS11D Lit M1"PLLA5FE'PRAGVD R'WD 1R,ISSLS Wln�hllTMY ANL
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Is APRum Ixucnr ro TOP Arn/DR mnoN ralazDs. IREr sxAu T¢ twAcm
u �� a ILO EX49lDD2ED DESRt TRussEs suu sE HANIXID xnx
Rusa+A+nE cArc PUBRTD eTsrnaN ro FREVDTr DAMnce ma PFfiSCNAL WArar.
NOTE
IT IS THE RESPONSIDIUTY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROMDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOY.H ON TRUSS
AND/OR PLUMBING (AND THEIR CONNECTIONS) INN TRUSS SPACEMENi
MUST RE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIG R TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSfBtUTIES ARE UNITED TO THOSE DESCRIBED IN WTCA
I-1995 'DESIGN RESPONSIBIUMES'. ACCORDINGLY, IT DISCLAIMS
ANY RESPONSIMUTIES AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN. ORAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND
MONO OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACKNOXEDM-
1) AUTHORIZATION TO PROCEED WITH FABRICATION.
2) VERIFHCATIM OF ALL DIMENSIONS AND CONOITONS,
INCLUDING WALL HEGHT% ROOF PITCH. HEEL 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
TnE
DATE
REQUESTED TRUSS SHIPMENT DATE
j ACIVAL TRUSS SHP DAIS IS BASED ON OUR CURRENT OEUNTRY SCHEDULE )
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RANEY
COMPONENTS,
LLC
19990 Independece Blvd.
GROVELANO FL 34735 RANEY
OFFICE 352-429-9429 ® CO PONEN
FAX: 352-429-7429
E-MAIL Tr.BSPIont@roneycomponents.com
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2807-4EJB Elle "D" Opt. Lanai
DP � WN x1N6 NIRRBE:
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