HomeMy WebLinkAboutTYPICAL TRUSS ENDO
9
Cn
�-3'--f
1
BJl
REVIEWED ❑REVIEWED AS NOTED
REJECTED III RESUBMIT
0 NOTIREVIEWEDBMIT O OR YOUR INFORMATION
Submittals are reviewed for conformance with design intent
and general' compliance with the Contract Documents only.
Notations Do Not Authorize Changes to Contract Sum.
Approval, comments and/or CID r�ppegs ms not relieve 4hc
Contractor from compliance with the Contract Docur iepts. The
Gonfttor is responsible for n rm)ng an e c � naS g all'
quantities, dimensions, tolerances, clearances, fabrication
D
G1
D
fU
D
O
CID
work
vrith t
D
m
n a
IC
DAT
D
an
A, .
D
Iv
tisfac
i 7en
ESIG
Dry m
GRO
ner
P VR
rs, p
dr
VIEW
rM
I
B
Ince -
pli nc
In
M
14
W
L
V
D
AlCTI
CO
D
D
ql
D
W
D
M
ITN
V
�
W CA
-7' d
59'8"
7'8"
I
HANGER SCHEDULE
TRUSS BEARING HEIGHT SCHEDULE
• UNLESS NOTED OTHERNSE
ALL HANGERS ARE USP 'HUS29•.
8.-8e ELEV.
NOW TRIM Di R2d1D0A
LOLL 20 p.sf.
T.CDL 7 P.zf.
B.C.D.L. 10 P-af.
TOTAL 37 P.sf.
DURATION FACTOR 1.25
WND STANDARD ; ASCE 7-10
TRUSS MAY BE ADJUSTED
NZSPEED160 rn�.h.
2' FOR PLUMBING IF NESSARY
IFLOCR
MING DPOSURE C
FLOOR TRUSS SPACING
BUDDING T1PE aUISEX,
V-O' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
43-16
H
0' BR'G.
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
N#ITfNIg1AL FRAeENG aErnw AroMbR RaTaNAwnr w+aRANc s NNar IRE TEsaF
9eM1T W IRE IR11Si ®DEN. MIE WMEACNER w 1Ra55 FA9ACATRA PF76aN5
DmTm vusgs ME euRCOED ro sDx mvEs9aw. Awe IRRsumxc
vrmal wAWc waw s auTs AEDIEam ro RAETnNr IRPPANc ARm
DOENWNc RAeaa EIEGIIVN: Aro RmNATanr a+eaNc wee MAr � RREweaa
W 9�EOla AEWGIIOS g1A01C
3£ �m TAL 3 C � MO
IENDIamllTmN4 �) RIw EIrtIHeN ee'awARIX
1MI545 91aL E e3TADID M A SRMWT AIm P1N10 fW11Kl Y4iE HD 9EAlIwO
c AVPm mm, er ro Ta uapn eamr sums ncr suu. ff au®
A9 stmRm
w TIE FTIGNEDE➢ ®IX 1RRSSS sRARL � NARUFO wm
NSAVNAaE uRE IAARw4 DECNIKN To PI£TFNT DAEAa w wawa rNeARI.
NOTE
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TG SUPPORTING STRUCTURE PER REACTIONS SHOTN ON TRUSS
ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EMPME74T
AND/CR PLUMBING (AND 1FE]H CONNECTIONS) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUDDETR ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
INS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE (DOTED TO THOSE DESCRIBED IN Iii
1-1995 'DIESIGR RESPONSIBIITIIS% ACCORDINGLY, IT DISCLAIMS
ANY RE�ONSBDITIS AND/OR LIABILITY FOR TI1E CONSTRUCTION
DESIGN, DRAWK1 DOCUMENTS INCLUDING THE INSTALLATION AND
BRACDRG OF TRUSSES MANUFACTURED BY TI-05 COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WALL ACKNOWLEDGE
1) AUTHORIZATION TO PROCEED WIN FABRICATION.
2) VERIFICATION OF ALL D/MENSICNS AND CORDIROH$
INCLUDING WALL HEIGHTS. ROOF PITCH, HEEL HEIGHT.
OVERHANGS CMMGS. ETC..
3) TRUSSES WALL BE MADE M STRICT ACCORDANCE
WAIN THIS TRUSS LAYOUT.
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PACE AND ACRES TO BE BOUND BY THEM.
SIGNET)
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SHIP DATE IS BASED ON 01 CURRENT DELIVERY SDOXU )
R
E
V
I
5
I
D
C
N
FENF--?P--Y-A
COMPONENTS,
LLC
19990 Indspendece Blvd.
GROVELAND
FL 34736 RANEY
OFFICE 352-429-94291 CO PONEN S
FAX., 352-429-7429
E-MAIL- TrussPlantOraneycGmpoentm A
Horton
Li Creekslde
4EBB 1828 Cali 'D" LL OL