HomeMy WebLinkAboutTruss DrawingA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO DE SET
AT 2"-O ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY.
DON'T LIFT TRUS
SES
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
AL
0 1 /2 —�, ag .4—Approx 2/3 to
kg Line span approx. e 1/2 of span
REFER TO BCSI REFER TO BCSI
Truss must be set this way if crane used. Truss must be set this way if crone used.
Truss is on a ompla, your truss may not match. This is an example, truss may not match.
I t crane operator sets truss this way. I Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
® are installed.
A I Fv H A" pr I IE= FR N J T Ill
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 MANGER
For Truss to Truss Carrying Girder
Connections see
hanger/connector Nails must be as
e tabs a
schedule in engineering shown.ngle nails.
g g Dome angle nails.
package.
Carried Truss
IHIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT
X
CORNER JACKS
Q
ARE NOT BEVELED.
U W
SEE STANDARD
ENGINEERING.
-.Ua O Z
NUO
N
24" O.C. THRU
CORNER JACKS I 1_j 1 ,
ONLY 24" 16
CORNER DETAIL
OVERHANGS NOT SHOWN FOR CLARITY
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
upset=1/4" heel=41/16"
SQUARE CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-l"
TYPICAL END DETAIL
HANGER SCHEDULE
Use HUS26 for 2x4, SUH46 for 42 EXCEPT AS SHOWN
carried
truss
carrying
truss
hanger ID
fasteners for
carrying truss
fasteners for
carried truss
ALL
ALL
HUS26
14-16d
6-16d
Please refer to Standar Engineering Package for general instruction
on instaling hangers
10d=0.148" x 3" 16d=0.162" x 3-1/2"
10d x 1-1/2"=0.148" x 1-1/2"
9
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMCRE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL. WELCH R.E.
FLA REG NO.29945
HIGH RISK CHECK
Compare Layout to Plans
Layout matches job as quoted ----
All bearing locations match ----
17 - —
All interior and exteior wall heigths match
All .elevations match ----
All pitchs match ____
r n All heels match —___
V Trusses are feasable ___
z.Truss to Truss connections con be done —__
� Layout includes everything on plans needed for trusses —__—
Special Materials checked for ---
Layout includes all headers on plans _--_
ZHigh Risk Check by___________________Date_____—_
I �
N
LL 06
O U) V01 D
cB Without
a �-
00 Cn Fabrication Agreement
0 or
0-
z Job Site Warning
Q = Covering This Text
W
4rW�
CL m End Condition In ENG: SQUARE
U Miles from Ocean 20
< O V)
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OLL 06 Lu
LLI V) <C
UU 0
Zm z
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Z U
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® (D 92.0/93.2 MITEK 4.2
f— � Q DESIGN CRITERIA
U County SAINT LUCIE
W Building Department ST LUCIE COUNTY
(L Wind Design Criteria ASCE 7-2010
W — (.n Wind Design Method Main Wind Force Resisting
-I-+ Roofing Material Metal Roof
Loading in PSF Roof R.D.L.
O -�--� z Top Chord Live 20
C: Q Top Chord Dead 7 4.2
W : F=- Bottom Chord Live 10 Non -Concurrent
z U Bottom Chord Dead 10 3
TOTAL Load 37 7.2
Lii Duration Factor 1.25
Cif Speed 170mph
W Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
4-1 Highest Mean Height 15'-01,
-- Building Type ENCLOSED
O Building Category II:Non Restrictive
Exposure Category C
70 O Barrier Island No
W C = Conforms to FBC 2014
Z
O
O
O
L.
ci�
Chambers Truss Inc. Drawing Name: 74696
0�
O
Scale: 1/4 = 1'
QQ
J
140 total trusses, 51 different trusses.
'
MI 4: RAC ACAD: RAC Reviewed By:
LLJ
Date:10/13/17
�® FOR
COLE CONSTRUCTION SERVICES
t{�^' DESCRIPTION:
CURTIS
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