HomeMy WebLinkAboutTruss DrawingOF,
.. 78, D" ,. 21'-B" ,.
Products
PIotID
Net Qty
Product
Length
Plies
J1
9
16' BCI@ 4500s-1.8
18' 0"
1
J2
3
16" BCI@ 4500s-1.8
16' 0"
1
J3
10
16" BCI® 450os-1.8
1610
1
J4
1
16" BCI@ 4500s-1.8
16' 0"
1
J5
1
16" BCI04500s-1.8
16' 0"
1
J6
3
16" BCI® 450OS-1.8
4' 0"
1
J7
10
16" BCI@ 6000S-1.8
21' 0"
1
J8
1
16" BCI@ 6000s-1.8
20' 0"
1
J9
4
16" BCI@ 6000s-1.8
20' 0"
1
BM1
2
1-3/4" x 16" VERSA -LAM@ 2.0 3100 SP
20' 1 1/8"
2
Bk1
18
16" BCI@ 4500s-1.8
2' 0"
1
Bk2
4
16" BCI@ 45OOs-1.8
1.0.
1
Connector Summary
PlotID
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 STRONGBACK LETTER
IN ENG. PACK)
10R WArrmuu o'ECDVENESS INSTALL STRMCEACAS
BEFORE SM(ETING IS APPLIED m TRUSSES.
Mimi
01MIMIMIMMIMINIENNEIMINI
�It•1�1=1=1�I�I�I�Ir�l�l�l�l�l�l�l�
ICI
I�It_It•I���i�l�l�l�l�lt_
1
I�I�I�I�I�I�I�I�I�I�I�It•It•I�1�1�1�1�1
�I�It•I�I�I�I�I�I�I�I�1�1�1�1�1�1�1�{
1
Will
1-11
III
II
I
11'_I'_1_I'_I'_1_1_I1_1_I
1
;unit
-
�II
`I
-II
-II_J
I®IIMMIIMJ
hI■I�I�I�I■I�I�I�I
1
I
I
I
I
1
I
I 1
1I-II
-II—
I I
���������������■����
1
I�1�1�11�1�1�1�1�1
;M11MI�II
• I�I�II�It�l�l�l�l�l�l
.27
r
FILE pY
REVIEWED
7:::I- LI (- 4-L-ae 1-7 3 a
Totat Truss Quantity = 1D7.
THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT.
Iz
5 �
Zy,4
HEEL6-3/1 _ _ '-
1J0
PLUMB CU
Rune
Compliance
Universal Engineer ng
Sciences
LEDGER BY OTHERS
L1/2" GAP TYPICAL
REFER TO
PACK FOR
CONNECTION.
CJ5
1
0I CJ3 Z�
Bl
m U
CJ U
U
1�-016�� U
TYPICAL 7' SETBACK
CORNERSET LABELING
AND SPACING
LOAD# DESCRIPTION INIT. DATE
Boa 1DA➢ MINT z2ene
RB.
vt DI, lu a W.ve Loma RIs
RE01 BASE LOAD Be0 VIVID
RF01 BASE LOAD a/BO/I6
Bro1 BASE LEAD "amelus
RG01 BASE LEAD LDB 1H/33/39
In
BASE LOAD LDB 9N719
R101 BASE LOAD
FLAR BA E LEAD
LOAD# DESCRIPTION INIT. DATE
COPY TBU RAN !We MIT
28/IB
CRa W➢CRS BUD
B/16/1B
BIB
REV. REs J N
e/3o/18
BIBREVVB
EQUSCTna INrtE Le.
12/1e
10/13/19
Inc
DESIGNED rLR --U05' LOB
01➢
RE S'D 1ACE AC NT CANEIR$
9/11/11
BIE
_.a HAILERS EDW
al/23/zo
In"
Cn/8223867 L➢H
U17/2a
HANGER CHART
At— HUS 26 (SIMPSON)
III— HUS26-2 (SIMPSON)
Labeled End Mark
NETS.
DO NOT CUT M ALTER TRUSSES WIT- T C@1SENT GF THIS MFICE. BACK
CHARGES WILL NGT BE ACCEPTED WITNDUT PRIM WRITTEN APPROVAL BY CUR
SERVICE DEPARTMENT AT CARPENTER CGNTRACTMS GF ANERICA, NC
877-293-9487
NGTE:
ALL BEARING WALLS NEED IIIBE INSTALLED PRIM TG SETTING TRUSSES.
General Notes
1) All parallel chord trusses, flat trusses and flat
girders have the top chard padially painted green
to be installed green side up.
AD hangers to be Simpson HUS26 unless otherwise
2) noted.
AD truss spacing is 24" O.C. unless otherwise
3) noted.
Per Truss Plate Institute SCSI-BI recommendation
4) permanent X-bracing should be placed at a
mcAinum spacing 15' O.C. across the span, to
be repealed at a morimum of 20' between each
X-brace throughout thestructure.
Please refer to BCSI-BI for any additional bracing
details.
ROOF LOADING SCHEDULE
TCLL = 20 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
Tr„4" member design & co _ plates
ae designed for ASCE7-IB andmaximlm
forces Gam both ComDCGentR.and claddings
and main wind force resisting systems.
• These trusses have been reviewed to cazry ao
Carnal I ON psf aon-concmrmt bottom 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 1111,
AND UPLIFTS OVER 10D0#
ARE SHOWN ON ENGINEERING.
WALL KEY
8'-81,
®18'-1"14
ILIAD# DESCRIPTION INIT. DATE
RJ% S1ff WAB Los 740/20
Ot BAa t➢AB ➢e IV20/20
RL01 BASE LanD L. le/112o
LOAD# DESCRIPTION INIT. GATE
RELABELED LD3 1/10/20
LEA Le.V2020
ON REVS'D RE'S Lae 1I—
REv TJt LABELS a 2 U'.21
InH RELABLE —1 P1.031B.2o21
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE G. N.W.
WINTER HAVEN FLDR I➢A 33880
PHONE (800) 959-6806
FAX- (863) 294-2488
BUILDER DR HORTON-BREVARD
PROJECT CREEKSIDE
MODEL 4EHB/ HAYDEN/ H
CCA PROJ/MODEL/ALT
7A5/320/4EHJH/01 (I -JOIST FIR SYSTEM)
ALT DESC 10' X 8' COV. LAN.
OTC
LOT 60 BLOCK
DESIGNER
PAGE
RAA
i
1
DATE
10 24 17
LAN##
N362326R
SCALE
3 16 "=1'