HomeMy WebLinkAboutTruss Placement Plan38-8-
19'-0'
E
A10G
AB
AG
A
A4
A3
e'-8' CL4 e'-a• CL4
A2
A1A $PACE
A/c
A2
A3
A4 a'-8• CLG e R CLn.
A5
A7
A9
ABG
NEJ7A
ac
B2GE
CIGE
I
-
19'-4'
'-0'
4'-4' '-0'
I1'-0'
Total Truss Quantity = 69.
REIVIEED
L- I G , Pr" 01-13 6S
THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT.
REFER TO
PACK FOR
CONNECTION.
CJ5
1
CJ3 `t'�
CJ
PLUMB
TYPICAL 7' SETBACK
CORNERSET LABELIN
AND SPACING
SHINGLE ROOF
12
6
2XA _
HEEL4-3/1 "
12 0
a
for Code
Universal Engin
$§ClenCes
NOTE:
MULTI -PLY GIRDER CONNECTION.
ALL PLIES SHALL BE FASTEND TOGETHER (BOLTS, NAILS, AND OR SCREWS)
PRIOR TO INSTALATION AND BEFORE ANY LOADS ARE APPLIED. PER THE
SUPPLIED ENGINEERING SHEETS.
NOTE:
DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK
CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR
SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC.
877-293-9487
NOTE:
ALL BEARING WALLS MUST BE ADEQUATELY ➢ESIGNE➢ TO CARRY THE LOADS
IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE INPLACE AND IN SERVICE
BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS.
Labeled End Mark
MOMS,
General Notes
1) All parallel chord trusses, flat trusses and flat
girders have the top chord partially pointed green
to be installed green side up.
2) All hangers to be Simpson HUS26 unless otherwise
noted.
3) All truss spacing is 24' O.C. unless otherwise
noted.
4) Per Truss Plate Institute BCSI-Bl recommendation
permanent X-brocing should be placed at o
maximum spacing 15' O.C. across the span, to
be repeated of a maximum of 20' between each
X-brace throughout the structure.
Please refer to SCSI-Bl for any additional bracing
details.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL = 7 PSF
BCDL 10 PSF
TOTAL = 37 PSF
DURATION = 1.25 %
WIND SPD/TYPE= 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 design & connector plates
are desired for ABCE 7-16 and maximum
forces Gam both components and claddings
andmain,nma forceresistingsystems.
• These trusses have beenreviewed to cazry an
additional 10# psf non-Concu¢ent bottom chord live
load
ETCD
R LOADING SCHE= PSF= PSF = JULPSF
ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS AND UPLIFTS
ARE SHOWN ON ENGINEERING
WALL KEY
06'-8'
LOAD# DESCRIPTION INIT. DATE
R/al ENG NEW as RVN 2/1a/14
INFO 34111,
Real R—CO VALLEY TROSSESREP a 4/3/14
RAN NEW NO EW 'C' NNT s1a 4
ROC[ COPY 7DL RAN NEW WIND NNT 7/14/14
REo3 LCa RW n/14-
RF01 DPI NriW]0 ROAHL ]PS YDe Da C RPS
RFo1 9—a PREW SaPPLIER LARELSROP 87
LOAD# DESCRIPTION IN IT. DATE
RFaf
LC9 LPN
E45/18
9/la/19
RG
RELADEL PROJECT NNT
117—
R10INEW
Ca DE 2D20 nL.
u/12/20
�1 I
01
NCARPENTER
-- CONTRACTORS
OF AMERICA
390D AVENUE G. N.W.
WINTER HAVEN FLORIDA 33880
PHONE:(800) 959-8806
FAX: (963) 294-2488
BUILDER D.R. HORTON STATEWIDE
PROJECTCREEKSIDE
MODEL 1672/ARIA/4EAB
CCA PROJ/MODEL/ALT
7A5/ 320/167BD
ALT DESC
OTC
%L 99 BLOCK
DESIGNER
PAGE
RFS
1
DATE
3 29 17
LAN#
N333986L
SCALE
1 4 "=1'