HomeMy WebLinkAboutTrussfW-201
ON MOI&V791
Total Truss Quantity = 69,
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.
Gs
1
CJ3 `t'�
CA
—0"
2,_O.
TYPICAL 7' SI
CORNERSET L
AND SPACING
F
Reviewed for Code
a] COMPliance
Universal Engineering
.Sciences
FILE COPY
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
ATTENTION!
REFER TO BCSI PBI�
Tnrs —1 ee Set tR6 y if vane uses
T uss k An ex0epl, your ebvss nay t nOtN
Insist vOne op tOr sets truss this lay.
General Notes
1) All parallel chord trusses, flat hisses and flat
girders have the top chord partially painted 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-81 recommendation
permanent X—bracing should be placed of a
maximum spacing 15' O.C. across the span, to
be repeated at o maximum of 20' between each
X—brace throughout the structure.
Please refer to BCSI—B1 for any additional bracing
details.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL = 7 PSF
BCLL = • 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 desi AD-me-torplates
are desi� ed forAS 7-16 and maximum
forces &Om bath components and claddings
and main wind fame misting systems.
• These trusses have been reviewed to carry an
additional 10# psfnon-ea curtent bottom chord live
load.
FLOOR LOADING SCHEDUL
TCLL = PSF
TCDL = PSF
BCDL = PSF
TOTAL = PSF
ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS AND UPLIFTS
ARE SHOWN ON ENGINEERING
WALL KEY
® 0
LOAD DESCRIPTION INIT. DATE
R/01 EN. — Jog V10114
RA01 CPD 1. 6 REV — >in I— HAD D/11/14
Ron RDI— WALLET TRUSSES ROP
RCUI RAN NEW — EV 'C' NMT 6/2 1
R➢01 COPY TB1. RAN NEW WIND nNT 1114/14
RE01 LCa R➢P I1/1475
RF01 DPI NDL18 a]A60. >A5 Va9 100 C RFs D-7
RFD] MATCHED PREV SUPPLIER —ELVDI 04/OB/1)
LOAD# DESCRIPTION INIT. DATE
RF01 .1 LPM ..-D6
.01 REV LAI— J. 9—is
RELABEI. PRn—
R- NEW CIDE 2020 11/12/20
NOCARPENTER
— CONTRACTORS
OF AMERICA
3900 AVENUE G. N. W.
WINTER HAVEN FLORIDA 33880
PHONE:(800) 959-8806
FAX: (863) 294-2488
BUILDER D.R. HORTON STATEWIDE
PROJECTCREEKSIDE
MODEL 1672/ARIA/4EAB
CCA PROJ/MODEL/ALT
7A5/ 320/167ED
ALT DESC
OTC
LOT 63 BLOCK
DESIGNER
]PAGERFS
DATE3 29 17LAN##
E
4 "=1'