HomeMy WebLinkAboutTRUSS DRAWINGSr
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY.
F19
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less 30' to 60' Span
60 degrees Spreader Bar
or less
i 1 1/2 0 I
� g Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is an example, your Less may not match,
isist crone operator sets truss this way.
irag �APG'ox 2,':
Lim—�
ne 112 c`
REFER TO B-c'
uss must be set this way if c-c-s
This is an example, truss may ,ot r-itch.
Insist crane operator sets tress this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
® are installed.
AIR HA" Ill I Ill Ill N OTIll
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.
U REPRESENTS 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.
Truss
SEAT PLATES BY CHAMBERS
LO
M
q!
:V,
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
12
4.00
upset=1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT ll
TYPICAL END DETAIL
12
4.00 F__
12 2.00 8'
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 SPREADERI _
%l Do not stand on trusses until the are braced BAR OF 17 23
y per BCSI & properly nailed to straps & hangers
GARAGE LEFT
N LENGTH
FABRICATION AG
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AsproadwbornWbe'HC91-0 k--- --
Ilaltl e- PIY tnnsea must be fastsned I)VIther per ang n� betoee they arose( fagure to do so can reiwltln roof txllapa'a
Temporary ar ld Pemulrwnt bracklg are mgld,.d and can am We
and property and Is the rsaponejbjjny arthe truss erector.
'Study the contetlt l of the Womlatlort packet included on dellverybeftre '-
.d setdttg trlwa8s.
.Tmommustbesdu
b PordWpbPrwsntkft&dmnage,
Tnrsses must be set plumb ar ld square
Do not :set bunb or stack of plywood, rooting material of any ..
other cdh tntratad loads on tru"ol r fhb can chum
DO NOT SET TRUSSES USING THIS LAYOUT
-USE LAYOUT' DEUVEM yynw TRUSSES' TO 3E f TRt SEB
CHAMBERS TRUSS INC
3106 Oleander Aiienue
Fort'Pleril FloMda 34982.8423
800-551-5932
Fort f% c• 7rZ481l rr�..8711
Vero Beach 77Z4588-MI112 Fax Fax
/`Baas MQ"IUZQt�a dNumn �n4ie- representativv'a
"doublo approval is NOT a
check" of Rha contrwotor.
The contractor shall remain ro;pansihle.
for checking field measurement . and
,�+/+It �r oa�proVna+tcruction criteria. Architect's
SCANNE1r overs
�� review of trus p "Oral roof shape,
s afro ng
q structure fro Ppr"9, and loading
3 1 m 9 on
`�`•'�•���� their r vfty and uplift loads and
p c eve Iowa[--_—
' Fppruvetl E
wt
A.I.A— p..0.
920/93.2 MIWX 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 'T 2010
Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material Shingle or shake
Loading in PSF Roof R.D.L.
_ w Top Chord Live 20
o Top Chord Dead 7
4.2
w h I .- I Bottom Chord Live 10 Non -Concurrent
c c ` Bottom Chord Dead 10 3
�6I 3 I TOTAL Load 37 7.2
m Duration Factor 1.25
T Wind Speed 165mph
m Top Chord C.B. Sheeting by builder.
2 Bottom Chord C.B. Sheeting by bulkier.
3 Il Highest Mean Height 14'-0a
c� Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
R.D.L.=Restraining Dead Load C.B.=rkabguous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
LL
LU
U/
GARAGE RIG �
I -IT
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Chambers Truss Inc. Drawing Name: M11323
Scale: 1/4 = 11
72 total trusses, 13 different trusses.
MI 4: SAE All SAE Reviewed By:
Date:0424/12 Revised:022'1/18
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62t GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE -7 Sa g/
M11323