HomeMy WebLinkAboutTRUSS DRAWINGI
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO BE 5ET
AT 2.-0; ON CENTER
EXCEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
F19
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A 30' to 60' Span
60 degrees Sprea er Bar
or less
. i /2 —0 1
Tog Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is an example, your truss may not match.
nsist crane operator sets truss this way.
Keg t_Approx 2/3 to
Lim
ne 1/2 of Span
REFER TO BCSI
uss must be set this way if crane used.
This is on example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. Q
AIR HAN�1_ER NOTE
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.
LIREPRESENTS A HANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide tabs o
Dome angle nails.
SEAT PLATES BY CHAMBERS
M
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 F___
upset=1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 l—
to 12 2.00 '
M
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
"
® ARRANGE WITH 'CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' N LENGTH
A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers p g s
GARAGE LEFT
FABRICATION AGREEMENT -�
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df" forWY Chw6m Trya
be sddad 'sp n= E �I� mats. 142 %par,nmlPt ae)vfee
orsttr Mrsrs on as sheet oorral uba spaerrlat b a1 tamrs baser
ndonlI
ftm Tam by.my gray piytlrxaT"mWAhmen all s:ny .tad dsksd�l,�'
hdn.a. WA �"y� r owed b
„ a'° tsgenpo.d ww a Puy
web
at' IwMent for mefrld bill tnsd� by to
mw�ta is edi d�jyrN "a14 Vn 41to hang alinhhed hasuNer
Mob County, Fb
an Psr sacs tw tla t➢1s uses foruty arch amhrt wa
nslbatlss trot C0ftM" tlp, �NsttmtM S1arMad And FWMmIrlmWed Oddos. On
MUWrCA4-2W2' 0sita Metal Phis Connected Wood Tnaties
MuMIPle Ply busm must be fastaned'basMer per en kmwin8
bed they am eat, failure to do so can reftult-In roof tmltsPW
T9mporary and Wnrurtatt bracbgl are Ir•gWrod and can am Ilfe
and property and b the rasponalti ft of the truss erector.
Study Na contents of the kdbM iII(mppacket Included on depwry
-_'_•_ setting tirWtea.
71MrteesmuttbesetaMbraotdpor_�tlbpratettkWAdminagL
Thwum must be set plumb, and square
Do riot set bunks or suck of Plywood, Mofln0 mabrbl or any ..
Othar_iS tC ntnded loads on 6=eese thb can ezuaw enus�
-F—
N
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELNERED wrrH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Plerce, Floiida 34"2"6423
800-551-5932
Fort Pbree 772405,W12 Fax
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92-0/93.2 MITEK 4.2 `)aje:
DESIGN CRITERIA 13reden 8 erad ^ A.1.4. P.4.
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
w I Loading in PSF Roof R.D.L.
5.Top Chord Live 20
.n Top Chord Dead 7 42
w m I Bottom Chord Live 10 Non -Concurrent
E h �I Bottom Chord Dead 10 3
,0 �6I 3 I TOTAL Load 37 72
Duration Factor 125
iD o Wind Speed 165rnph
0 R Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder,
j.7 Highest Mean Height 14'-0I'
0 Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
W
F-
a
GARAGE RIGHT �
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:
Date:0424/12 Revised:0221/18
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTOIN III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11323 6, 61 s z ��e