HomeMy WebLinkAbout0804-0166 TRUSS DRAWING'Y
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Truss Rea.tion Listings
Truss
Reaction UpliF't
HJ7
9'10
1415 -1293
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HP5
7'0"
1G55 -1788
C
TOl
43'
2607 -1670
C
TO1
43'
2607 -1670
C
T02
43'
2607 -1687
C
T02
43'
2607 -1687
C
T03
43'
2607 -1705
C
T03
43'
2607 -1705
C
T04
43'
2607 -1722
C
T04
43'
2607 -1722
C
T05
43'
2607 -1739
C
T05
43'
2607 -1739
C
TOG
43'
2607 -1757
C
TOG
43'
2607 -1757
C
T07
43'
2607 -1774
C
T07
43'
2607 -1774
C
TOO
43'
2607 -1792
C
TOO
43'
2607 -1792
C
T09
43'
2607 -1796
C
T09
43'
2607 -1796
C
T10
43'
6326 -5217
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T10
43'
6326 -5217
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43'
SCANNED
BY
St Lucie County
010
cousewoy
Lumber Com only
The Builder`s hoice
TRUSS DIVISION
BONITA SPRINGS
28280 Old 41 Rd. - Bonita Springs, FL 34135
Tel: (239) 992-3423 - Fax: (239) 947-4099
FORT LAUDERDALE
2601 S. Andrews Ave.- Ft Lauderdale, FL 33316
Tel: (954) 763-1224 - Fax: (954) 527-9217
STUART
8451 SW Old Kansas Ave - Stuart, FL 34997
Tel: (772) 781-2332 - Fax: (772) 781-2355
It is your responsibility to check and verify
our truss layout before signing, Check all
dimensions, spans, pitches, loads, overhangs,
roof type (hip, gable, etc.) cathedral or
vault conditions, etc.
Trusses spaced 24" O.C. max. unless otherwise speoiPled.
Builder to erect trusses per TPI bulletin
HIB-91. All temporary and permanent bracing,
nailing or bolting of multiple truss members
and all non truss to truss connections are
the responsibility of the builder. Consult
supplied engineering pack For
actual requirements.
ALL NECESSARY REPAIRS TO TRUSSES MUST BE
REPORTED TO CAUSEWAY LUMBER COMPANY WITHIN
48 HOURS OF DISCOVERY. BACK CHARGES OCCURRING
FROM FIELD REPAIRS WHICH WERE NOT VERIFIED
AND APPROVED ACCORDING TO SPECIFICATIONS BY
CAUSEWAY LUMBER COMPANY WILL BE REFUSED.
TRUSS LAYOUT IS A PLACEMENT PLAN ONLY
Date
Signature
Customer
Don Sontos
Job Name--
Dimeo Residence
Job Address
Subdivision
Lot
Block
City
State
Zip Code
Port Saint Lucie
FL
Drawn by
Scale
Date
Brian K. Emery
1/4"
3/19/08
Bearing
Pitch
Roof Covering
8" Block
5/12
Metal
Top Chord
Tails Cut
Overhang
2x4i6
Plumb
24" Rake
Duration Factor
Duration Factor
(grow i ty) 1 .25
Cw I nd) 1.33
Wind Load Type
LOADS
ROOF
FLOOR
PSCE7-02
Design Wind Speed
140 mph
TOLL
20
40
Building Type
Eno l gsed
TOOL
15
20
Category
'rl) WORK
IARE SU[iAtTgL
1
'4ONS
Importance -
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THAT
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I . CIAAY BE h=
DULL.
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Bu i I d i ng Ex&VIl WE I
°°
TOTAL
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Job Number 7 0 0 0 8 U
Revisions
a
1 Fef"Y
REVIEWED
By JULIUS LEE at 3;33 pm, Apr 14, 2003
JULIUS LEE'S
SEAL
CONSULTING
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ENGINEERING, P.A.
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Fl.rlde Regle... d Engineer
Llaere. a 34869
NO. 48 9 •;
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K l .ride Buelr.ee Engineering
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4455 S.W. 4th Avenue
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