HomeMy WebLinkAboutTruss39'-8•
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21'-4• 4'-4• 14'-0•
39'-8•
Total Truss Quantity = 57
Reviewed for Code
Compliance
Universal Engineering
Sciences
FILE C®pY
REVjEVNE®
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General Notes
1) M pamN clad tma% ft tnlace and flat
-=ft ftP�Par" P*W7w
b. ime�d W.n .Id. *
2) mw� m be 51 RM urim atllrr.lw
3) M trim. Woft I. 2V O.C. WM olltr.ia
mend.
4) R r Tns Haft haft BC9-81 ntmcmdaft
pmn o %—bracing WmA be placed at a
maldmun .po tlq 19 = a the WM6 to
b. r , h at a mankr..n of 3P baton oath
X—brace ll.aaQftmt V .huc4.a
a� ldf m = far cry ad8lmd bra dnq
ROOF LOADING SCHEDULE
TCDL = 70 PPSF
SF
BCDL = 10 PSF
DT37
UATION = 1.25 X F
WIND SPD/T1P!` 160
ENCLOSED
BLDG EXPOSURE = C
USAGE = RESIDENTIAL. CAT II
WIND IMPORTANCE FACTOR= 1
UPLIFTS BASED ON= 9.2 PSF
DESIGN CRITERIA
FBC 2020
TPI 2014
Truss member derip & connector plates
are designed for ASCE 7-16 and maximum
forces from both components and claddings
and main wind force tesisung systems.
" These trusses have been mvimed to cazry an
additional 10# psfuo—oncunent bottom chord hve
load.
FLOOR LOADING SCHEDUL
TCLL = PSF
TCDL = PSF
BCDL = PSF
TOTAL = PSF
ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS AND UPIJIM
ARE SHORN ON ENGINEERING
WALL KEY
D 8'-8•
® 0
DMCRIPIION INIT. DATE
WOL Itm PLV in lNll T!0/!1
Aga can Alim l W= t.tr anvu
m rut a RW 7AM
Im I r T.L AA. Ev Va0 Mtr TM—m � = ,.
la lem wrm
WU L
Im cvf00 Tlmmwc M LfMf
a IMTmfS lEV. l•Rlif TAR for
LOAD] DESCRIPnON INIT. DATE
tnl t1+ Wx vrrc
MI JLV. M J.H al"
Mn pnA r16¢f Wr WAS
ra LM Jifl UAtM.
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE rL N. W.
WINTER HAVEN FLORIDA 33880
PH13NFJ(800) 959-8806
FAXi (863) 294-2488
BUILDER D.IL HORTON STATEWIDE
PROJECTCREE6SIDE
MODEL 1828/CATS/4EBB
CCA PROJ/MODEL/ALT
7A6/ 320/182EC,E
ALT DESC
OTC
LOT 129 BLOCK
f-DESIGNER
RFS
PAGE
1
DATE
3 17
�130
INN334496L
sc
1 4 "=1'