HomeMy WebLinkAboutTRUSS DRAWING=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
ASTENED I UCit I t1tK ,the tivvnvttMIIN1
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. A
Carrying Girder
For Truss to Truss
Connections see
hanger/connector ails must be as
shown. Guide tabs o
schedule in engineering Dome angle nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULL' SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FORA SPREADER BAR OF 181- 241 IN LENGTH
D o not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - ---
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A / i
SPACING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0r ON GENTEF;
EXCEPT AS NOTED
AIFR HANpLER 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.
All load bearing wall, headers,
beams & lintels musibe in place
at indicated height bdore trusses
are installed. A
14' 22'
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15'-10" I 5' 4' ' 3' 4' ' 11'-6" I
GARAGE EFT
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DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
-
CONSULT BCSI
22' 14'
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INVERTED Iv` WEBS AT CENTER
W/9' B.C_ PANNEL LOAD W/ (2)
509 POINT LOADS PER TRUSS FOR A/WU
to
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110
The Architect's or Architect's representative's
shop drawing approval Is NOT a
"double check" of the contractor.
The Contractor shall remain responsible
for checking field measurements and SCANNF-
other construction criteria. Architect's '
approval covers general roof shape, .•, BY
review of truss trapping, and loading on St Lucie County
structure from r vity and uplift loads and
their r sp dive locations
APProved B ,ter
Braden 8 Braden A.I.A.R.A -
FABRICATION AGREEMENT'
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ANSVrPVWrCA4.2002-' '1
DATED • "-� -
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Pb mass nest be fasinMd together per Sngbleedng
before OW are *r tltigrm to do so can rebult.in roof conapie.
TearViorary all penranwd bracing are requ4ed and can am We
end propwty and b the responoumq/ of the true a -Pier.
'SSdy the contents of fin bMbeftire �onIncbded on delivery
.7Yuetsmuetbeastadbraoedpe�titttarbpnrsritlJiajltidirrge.
Ti asee met be ad pbanb and equp e
Do notbet bunks or Stack of plywood, roofing material atvW ..
ether edhOSUt Mted loaft on bUmms, thb can fakes.
DaIVOT SET TRUSSES USING THIS LAYOUT
-USE LAYOUT DELIVERED WffH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 OWander Avenue
Fort Plercei Florida 349a24=
800-551.5932
FortPI@M 7/2.466-M2 Fax 773466.6711
Vero Beach " TT2.668 RO'12 $dart �=A,286,1,7g2 '
w.r_r_ ar.....wa..eeeae'rtartfttskYiO ' f. -
92.0/93.2 MITEK 4.2 FILEW CI DY -
DESIGN CRITERIA 1
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method Main end Force Resisting
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L.
7
0 r w Top Chord Live 20
2, _ Top Chord Dead 7 42
r %�16I o I Bottom Chord Live 10 Non-Concunent
o Bottom Chord Dead 10 3
c — TOTAL Load 37 72
1X r I 40
o I Duration Fodor 125
Wind w 3 Speed 165mph
` is Top Chord C.B. Sheeting by bulkier.
Bottom Chord C.B. Sheeting by bulkier.
cc .ca0 Highest Mean Height 17-('
v ~� Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
1
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Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsiNrdy of the
Buikli ner and/or Ertaineeir of Record.
Chambers Trim Inc. Drawing Name: M11412
W Scale: 1 /4 =1'
73 total trusses, 18 dWeren t trusses.
MI 4: RLC ACAD: RLC Reviewed By._* 6-
U) Date:11/14/16 Revised:05/10117
FOR
I I I I I
3'-a" 6-4• 15'-10" < WYNNE DEVELOPMENT CORP.
DESCRIPTION:
GARAGE RIGHT CARLTON 299 7S/833
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 /Cm y hem
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