HomeMy WebLinkAboutTrus Drawingt 39'8" t
— 12'4" 10' t 17'4" ' t
I I�
PERi`A -1-TING
S'L. Lucie County, FL
OX APPROVED ❑ APPROVED AS NOTED
❑ REVISE & RESUBMIT - ❑ REJECTED / RESUBMIT
❑ NOT REVIEWED ❑ FOR YOUR INFORMATION
Submittals are reviewed for conformance viftt} design intent
and general compliance with the Contract Documents only.
Notations Do Not Auttwrize Chaw to Contract Sum
Approval, cornments and/or corredtions does not relieve the
Contractor from compliance with the Contract Documents:; :The:
Contractor is responsible for confirming and correiatir}g all;
quantities, dimensional, tolerances, clearances, feb►icatiori,:
processes, techniques and seouenoes of const iicfioifL
compatibility of materials and mettrods, ination of tl»i
work with other trades and subcontract performance.:ot
work in a safe arb satisiactloq manner frill oar�pliancQ
wiAttlQtheomtradt
A I�- IL' a l . i t• I
1 4' 4'4' t 21'4"
39'8"
HANGER SCHEDULE
TRUSS aEARNG HEIGHT sCEDULE
• UNUSS NORD OTIRRNg
ALL HANGERS ARE USP i/US26'.
8'-8" ELEV.
R06 TRUSS D®a CUM
T.CLL 20 Fut.
LCDL 7 Fat
B.CDL 10 Pat
-TOTAL.
37 P-f.
DURATNN FACTGL 1.25
YOM STANDARD ASCE 7-10
FT.00R TRUSS MAY BE ADJUSTED
WIND SPEED160 G.p.h
2' FOR PLUMBING IF NESSARY
BUIDNG SPaIRE C
FLOOR TRUSS SPACING
BUIDNG T �D
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6�
16
E ,EL
$II
0' BRG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24' D.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 BROKER COMP04E NTS AND/OR MASSING PIECES
NO BACKCHARlES WALL BE HCNORED.
WARNING
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o YYItR useaY ro TIN AIoATW NIOTRa aws TREY sRMI RE NIAOD
N sEatn a TIE RiNGEDtiD ®aL muss 91AIL RE XAICiD ml
IFISONAaE r.NE NEMG DECRIOR ro NETONT 0wA¢ QI FEISOML NIN1:
NOTE
IT IS THE RESKNSIBLITY OF THE BUILDING DESIGNER OR
ARCHITECT 70 PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGINEERING. SPECIAL CONSDERARONS FOR MECHANICAL EQUIPMENT
AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
MUST BE OAG ALINED BY BUDDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS MIPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE UNITED TO TI10g DES RIBED IN WTCA
1-1055 'DESIGN RESPON9RUIlES'. ACC3 NCLY. n DISCLAIMS
ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
DESGN. DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SCIMAM WILL ACKNOWLEDGE
1) AUTHOIZATION 70 PROCEED WITH FABRICATION.
2) VERIFICATION O- ALL DIMENSIONS AND CONDITIONS,
INCIIGQNG WALL HEIGHTS. ROOF PITCH. HEEL HEIGHT,
OVORI ANGS. GDUNGS. ETC.
3) TRUSSES WWL BE MADE IN STRICT ACCORDANCE
WITH THIS TRUSS LAYOUT.
4) 1 HAVE READ ADD UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PARE AND AGREE TO BE BOUND BY THEM. _
SIGNED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SIP DATE IS BASED OR OUR C RRGEIT DELIVERY SCHE ULIZ )
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RANEY
COMPONENTS,
LLC
19990 IndepwRdece Blvd.
GROVEWNO FL 34736 RANEY
OFFICE 352-429-9429 ® COEN
WEN
FAX: 352-429-7429
E-MAIL- T, Ant NDBycomponents.com
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