HomeMy WebLinkAboutTRUSS DRAWINGA_ -LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGIN G NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0: ON 'ENTER
EXCEPT AS NOTED
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI_
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
� IF MULTIPLE PLY.
30' Span or less 30' to 60' Span
Spree er Bar
60 degrees
or less
�2 ag APprox 2/3 to _♦
Tag Line 1paq CpproX. Line 1/2 of Span
REFER T (:% BCSI REFER TO BCSI
Truss must be set this way if crone used. Truss must be set this way if crone used.
Truss s an ercmo:e. your t•,.ss moy got mctch This is on example, truss may not match.
nsst crare operator sets truss this wcy Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
AI FZ 1 -1AN F=)oIL_ FEE R N�JTE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
HI CARRIER I111AT I. AS UIMEN SICJ NFD ON LAYOUT
j
N
7 Y
U
JACKS
= Q
^ORNEH
RE NOT HLVELED
U
SEE S�_ ARD
ENGINI_E. AING
Z
aR
°°
i.
21• o c T"R"
CORNS.R 1AC IIt.t �'3•I
ONLY
CORNER 'NAIL
OVERHANG, ; O T SHOVY FOR CLARITY
Carrying Girder
Nails must be as
shown. Guide tabs o
Dome angle nails.
Carried Truss
The Architect's or Architect`s representative's
TRUSSES FOR THE FIRST MODEL SHOULD BE SI i PPED AND SUCCESSFULLY SET BEFORE AN), MORE TRUSSES ARE BUILT FOR THAT MODE shop drawingapproval isNOT a
"doubie check" of the contractor -
The
® ARRANGE WITH CRANE OPADVANCE- --- E RATO F I N FOR A BAR LENGTH contractor shall remain responsible
A for checking field measurements and
�j�"' other construction criteria. Architect's
D O n O` Sr a n A + I + I I approval covers general roof shape,
n
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0-
ABOVE FINISHED FLOOR
SEAT PLATES BY CHAMBERS
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
=1
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
'WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
®� russe3 Un i ey are LPraced perDU01 & p properly nailed TO Stra S & han ers I L stuGt reffromyravityanduplliiift! a�dsand
g
their respective locations.
15'-3"
�Aq
L G I Approved By: --
I I I Date:- ---- A I A P.A.
FINE
1
ATA
INVERTED "V" WESS AT CENTER
50# POINT LOADS PER TRUSS FOR AM
110040F,
140.
59
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11���i��ili�/Ii7�i��wl�l�//��%/.�/iSi3%/.�/.i
f
I I I I I
I I I U)
I 14,-4" I 6' ,r" I 14'-4" I I I I
—'f — — — ®� 14'�" I 6'-4" I 4 -4
E " I
/ �I►�
i' CLODU*SED AREAS ARE OF ��
PORCH RIGHT / SPECIAL CONCERN & MUST BE
1/ CHECKED CAREFULLY & MAY PORCH LEFT
i INDICATE DEVIATION FROM
PLANS 16 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Braden & Oraden
Fpf,BFtiCA UMTWSAGGCLMM13 & ,
d= BE Properly VAWm to �evAbeb W
> g*VM
win 0,0M
Tmees aultwtb dso°""Ui"Q.Suocessfi'ri of t o bus"&
2. M n per 00 ' led RUN 10 Chud lihW110 VAb Ti1o' w."atl'hkr tlr�i w�ar�it
-- �' n� is u„r.1� T� m�'Ja:2r
'sl'kt'
.ucn r t�,Ifa, or b atlfal's cCwctrtr�es. i chnne«a TPIbobe*r� edmmiledps.lsWOVBCs+,.Dr ��1G,r
4. The card s , n is the buyers tesponsbb y o f job NOs dr ■
deereryNery Trtra Iran tits to debmiMa forTfuss redeN i Tnrss oral be r Chwnbw
portion tithe job sae iordalNery darter a CftarrtbMstor deb. of tnrsses.
TM prayer toWarm d,M,y ar b is not praparid
becarwe lob Truss for bordno costs due m site are.made a1
BWirti rsipons>* 7 Delow is subject to d►snpe � Trtlsa '
0. Plfce as strown h P�'R'�' be d►srped by Choubers
�yptt ASZPOr�fAe� fo tom+•Tnw of ifto wn aprsed EaiE as
T: This M a PURt2 kryVIN vde be n►ade on dsevery and P� �
Ord a reasorw& P � d dabs bf: d*M M
on defy The lsfderslprtedMUM 111111t per nwrrth sq�ce
'S fee for cok t of pM�_
dWV vrh bs added for as omm oP rrt to d tams trerekf
Or lnMds je credo for V* made ultder lDr
'� ratlort of Ch., bars Tnm ' any and a1 krdebbednm owed to
Apr T y y such
9 edlity r{a1 and tl►e be made by the
Ch*hlom— saw tees. a dafaua In psyrtrert
n y°� ad arty nb+sa 4d°a°" tw d°a�rtrs9i to W such adlon will
referred bo heretr. &=ing 0e O„
vow
kNi DWG U*Z MOW � Ted Gulde4rss
14 . Zppr"
.DATED , t
-. be petrr'1�t.511'0�"bp�tlrjuybda�ttape� • i • .
..Aspreacie�'bWnW mt be tsstenod togetl� Per engUteed
1Yjultiple ply failure to do so can result In root conapoer'
before they nmansnt brad are d and can SX" Ifte -
Temporary and Pe of the truss erector'
turd pwperw told I n the trttispo t Included txb delivery
• Study the ��� of the trttormstion Pa • -.
bm;odpord pwmt"q rdrnt"L
. .��atbesetard — _
Trusses must be st plumb and ,
or stack of plywood• roof ny o'r'y
j0 00 b4inka , #& Can Cause O011a
dtheir 'ntr"bed
DO IVOT SET TRUSSES USING ��SV .M=�Es
USE LAYS®H TRUSSES
-C BERS TRUSS INC
3105 oleander
Ago 82-6423
Fort Plerr* Flo
800-551-59�32 11 ,
�12 F
rce
s2 c , .
- Fortes ch TTZ-be9-2D Stuart --
- Vero Bea 1Z
DLJIVIv URITERIA
County SAINT LUC:IE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method Main Wind Force Resisting
c Roofing Material Shingle or Shake
>% Loading in PSF Roof R.D.L.
0 a Top Chord Live 20
Top Chord Dead 7 4.2
Bottom Chard Live 10 Non -Concurrent
®®_ Bottom Chord Dead 10 3
m ` TOTAL Load 37 7.2
cc 0Duration Factor 1.25
>. Wind Speed 165mph
a, Top Chord C.B. Sheeting by builder: E��NEA$Og4Tt,
Bottom Chord C.B. Sheeting by builderg4CroN$��U1yOf H'N1S
v Highest Mean Height 15'-0" m
Building Type ENCLOSED �R4fp��ORp
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
WIMP,
SN
INS
ATA
1
ATA
INVERTED nr VVEBS AT CENTER
1
50# POINT LOADS PER TRUSS FOR AAW
ATA
1
1ATA
ATA
ATB
.4 811
Iawmal��:i���'�
somms
K.U.L.=Restrainin Dead Load C.B.=Continuous Brad
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11364
Scale: 1 /4 = 1'
83 total trusses, 16 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:-A—M115614,
Date: 07/29/14 Revised: 08/04/16
FOR
WYNNE BUILDING CORP.
DESCRIPTION.
70' ROYAL W/2 CAR GARAGE
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11364 fl
a3 llonktey