HomeMy WebLinkAboutTruss Placement PlanA'
.. W-0" .. 2l'-6" ..
Products
PlotID
Net City
Product
Length
Plies
11
9
16" BCI@ 4500s-1.8
18' 0"
1
J2
3
16" BCI@ 4500s-1.8
16' 0"
1
J3
10
16" BCI® 4500s-1.8
16'0"
1
J4
1
16" BCI@ 4500s-1.8
16' 0"
1
J5
1
16" BCIO 4500s-1.8
16' 0"
1
J6
3
16" BCI@ 4500s-1.8
4' 0"
1
J7
10
16" BCIO 6000s-1.8
21' 0"
1
J8
1
16" BCI® 6000s-1.8
20' 0"
1
J9
4
16" BCIO 6000s-1.8
20' 0"
1
BM1
2
1-3/4" x 16" VERSA-LAMO 2.0 3100 SP
20' 1 1/8"
2
Bk1
18
16" BCI@ 4500s-1.8
2' 0"
1
Bk2
4
16" BCI@ 4500s-1.8
1' 0"
1
Connector Summary
PIotID
Qty
Manuf Product Skew Slope
Hut
24
Simpson ITS1.81/16
Hu2
15
Simpson ITS2.37/16 - -
Hu3
16
Simpson IUS1.81/16
STRONGBACKS REQUIRED
DUE TO DEFLECTION
DIFFERENTIAL
(SEE STR13NGBACK LETTER
IN ENG, PACK)
FOR MAEMUO EBFECTVENESS. INSTALL STRONGBACKS
BEFORE SHEETNG IS APPUED m TRUSSES
H
5
PLUMB CU
Reviewed for Co
Compliance
Universal Engineering g 12 '
Sciences
REVIEWED
pr
Total Truss Quantity = 107.
THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT.
0
F-
BY OTHERS
GAP TYPICAL
REFER TO EA
PACK FOR
CONNECTION.
12 D
1'-0 -
1�4
2'-0'.
TYPICAL 7' SETBACK
CORNERSET LABELING
AND SPACING
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.
All hangers to be Simpson HUS26 unless otherwise
2) noted.
All truss spacing is 24' O.C. unless otherwise
3) noted.
Per Truss Plate Institute BCSI-Bl recommendation
4) permanent X-brocing should be placed at a
maximum spacing 15' O.C. across the span, to
be repeated at a maximum of 20' between each
X-brace throughout the structure.
Please refer to BCSI-81 for any additional bracing
details.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL = 7 PSF
BCLL = ' PSF
BCDL = 10 PSF
TOTAL = 9.2 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
Tnus member design & conneaorplates
are desiggnned for ASCE7-16 and maximmn
forces &gym both oomponeDls and claddings
and main wind force resisting systems.
• These Trusses have been reviewed to tarty an.
additional 1011 psf non-cancrmentbottom chord live
load.
FLOOR LOADING SCHEDUL
TCLL = 40 PSF
TCDL = 10 PSF
BCDL = 5 PSF
TOTAL = 55 PSF
ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS OVER 5000$
AND UPLIFTS OVER 1000#
ARE SHOWN ON ENGINEERING.
WALL KEY
eLOAD# DESCRIPTION INIT. DATE rLOAD# DESCRIPTION INIT. DATE
RC. I I.— .1 z/2e/1B B1m BASE— LDB 7nD/zD
R➢. Rm M., BL 4n2 a UNV & FURCH us V17/18 RKDI BALE LOAD L➢B 1i/20/20
RE01 BASE LOAD B1a VIVID RLN BASE LOAD LDB 12/t4/20
Rra1 BASE LOAD a/30/1B
RF01 BASE LOAD LIB 1o/1248
So. BASE LOAD LOB 843/I9
RHCH BASE LOAD LOB Stuns
MCI BASE LOAD GBV 01/23/20
RA1 BASE LOAD LDB 4117/2 -
LOAD# DESCRIPTION INIT. DATE
OV
COPY 7BL RAN 160E roll
2/2B/1B
CIA
[HD DR➢ERS —
B/16/18
OIB
REV. RCS 1R.
B/30/1H
Cie
RE—D CCKNECTOR INm LVL L➢B
10/12/IB
CIC
1ES1CNrn PLR V/1-ALRT LOB
B/13/19
Om
REVS'➢ FACE KoUNT CNNCTRS L➢B
9/O/19
C1E
REVISE➢ DANGERS GBV
C1/23/20
01F
CIIA220867 LBB
4/O/20
HANGER CHART
dt,= HUS 26 (SIMPSON)
\= HUS26-2 (SIMPSON)
Labeled End Mark LE
NOTE,
no
NOT CUT OR ALTER TRUSSES WITHOUT CD SENT OF THIS OFFICE. BACK
CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR
SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMA. INC.
877-293-9487
NOTE
ALL BEARING WALLS NEED TO BE INSTALLED PRIOR TO SETTING TRUSSES
LOAD# DESCRIPTION INIT. DATE
RELABELED LDBI 7/111—
Ota L. L➢B 11/20/2o
am REv- RE'S L➢B 12/14/20
o1H REV 1. LABELS CBS 2/l1/2021
11H RELABLE —1 PFH 03USIVI1
0 CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE G. N.W.
WINTER HAVEN FLORIDA 33680
PHONE: (800) 959-8806
FAX: (863) 294-2488
BUILDER DR HORTON—BREVARD
CREEKSIDE
EHB/ HAYDEN/ H
FYJ/MODEL/ALT
7A5/320/4EHJH/01 (1-JOIST FLR SYSTEM)
ALT DESC 10' X 8' COV. LAN.
OTC
LOT 64 BLOCK
DESIGNER
PAGE
RAA
1
DATE
10 24 17
1
LAN
1. # 362326R
LE
3 SA 16 "=1'