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Products
PIotID
Net Qty
Product
Length
Plies
J1
9
16" BCI® 4500S-1.8
18' 0"
1
J2
3
16" BCI8 4500s-1.8
16' 0"
= - 1
J3
10
16" BCIO 4500s-1.8
16, 0"
1
J4
1
16" BCI® 4500s-1.8
16.0.
_-•;1 1.
J5
1
16" BCI@ 45003-1.8
16, 0"
1
J6
3
16' BCI®4500S-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" BCIO 6000s-1.8
20' 0"
a
BM1
2
1-3/4" x 16" VERSA-LAMO2.0 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
PlotlD
City
Manuf Product Skew Slope
Hut
24
Simpson ITS1.81/16 - -
Hu2
15
Simpson ITS2.37/16 - -
Hu3
16
Simpson IUS1.81/16
DIFFERENTIAL
(SEE STRONGBACK LETTER
IN ENG. PACK)
FOR '"MUM EFFECTVENESS, INSTALL STRONGBACKS
BEFORE SHEETING IS APPLIED TO TRUSSES,
1M
FILE COPY HEEL�-
PLUMB CU
Reviewed for Code
Campliat cr c�
Universal Engineering
Sciences
v........ —
REVIEWED
1 I ✓ i
Total Truss Duantity = 1D7.
THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT.
BY OTHERS
1/2" GAP TYPICAL
REFER TO Et
PACK FOR
CONNECTION.
�J 0
CJ5
1
�I CJ3 Z,
� U
CJ1 5
U
1'-0 6" �
�2,10„
TYPICAL 7' SETBACK
CORNERSET LABELING
AND SPACING
LOADf DESCRIPTION INIT. DATE
RCB — .' MIT 2/2B/1H
U
IS'TGIVM1A'� K 1i12 B U.W L PBG BASE LEA➢ BASE LOA➢ H—DD
BASE L➢AB
BASE LOA9 H/13/l9
BASE LOAD LDB 9A3BASE LEAD GBV 01/23120
LOAD# DESCRIPTION INIT. DATE
PY )Bl. RAN I60C HNT
2/2B/1B
.I.
CNG OBDERS BA
BA6110
DID
REV. BPS JRH
7,30/1B
ale
CL- LBB
1 on e/LH
OIC
DESIGNED FLR/I-DBS WTLID
.10-
01E
REVSD FACE 10 — CNNCTRS B
9/1l/19
BE
E
OLx B
D.,CEV
—86T LDB
"1"0
`Br IRATENBIDLAT➢D rzRDBGTaroB FFNI D6Haz
HANGER CHART
dN= HUS 26 (SIMPSON)
\= HUS26-2 _' • SIMPSON)
NOTE -
TO NOT NT DR ALTER TRUSSES VITIATUT CDNSENL DF THIS DEFILE. HACK
CHARGES WILL NOT BE ACCEPTED WITHDUT PRIOR WRITTEN APPRDVAL BY DUR
SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AIIIOCA, INC.
8T7-293-9487
NOTE,
ALL BEARING WALLS NEED TO BE INSTALLED PRIM TO SETTING TRUSSES.
ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN ON ENGINEERING, .00
WALL KEY
O8'-S"
®18'-1 "140
UDAD# DESCRIPTION INIT. DATE
LLff IBID LED 1/1o/20
20/
RLB HOSE LOAD LDH 12/14/20
LOAD# DESCRIPTION INIT. DATE
R ABELED LBB
7/1-0
LG LBB
TIRO/20
BIN
REVS'D RE'S LED
12/14/20
REV Ill LABELS GSB
RELA— —1 PFN
03182021
I I
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE G. N. W.
WINTER HAVEN FLORIDA 33880
PHONEI(800) 959-8806
FAX (963) 294-248B
BUILDER DR HORTON-BREVARD
PROJECT CREEKSIDE
MODEL 4EHB/ HAYDEN/ H
CCA PRO,/MODEL/ALT
7A5/320/4EHJH/01 (1-JOIST FIR SYSTEM)
ALT DESC 10' X 8' COV. LAN.
OTC
LOT 101 BLOCK
DESIGNER
PAGE
RAA
I
1
DATE
10 24 17
LAN##
N362326L
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Products
PlotID
Net Qty
Product
Length
Plies
J1
9
16" BCI® 4500S-1.8
18' 0"
1
J2
3
16" BCIO 4500s-1.8
16' 0"
1
J3
10
16" BCIO 4500s-1.8
16, 0"
1
J4
1
16" BCI® 4500s-1.8
16, 0"
1
J5
1
16" BC10 4500s-1.8
16, 0"
1
J6
3
16" BCI0 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" BCI® 6000S-1.8
20' 0"
1
BM1
2
1-3/4" x 16" VERSA -LAM® 2.0 3100 SP
20"! 118"
2
Bk1
18
16" BCI® 4500s-1.8
2' 0"
1
Bk2
4
16" BCI® 4500s-1.8
1.0.
1
Connector Summary
PlotlD
City
Mand Product Skew Slope
Hut
24
Simpson ITS1.81/16 - -
Hu2
15
Simpson ITS2.37/16 - -
Hu3
16
Simpson %1.81/16
STRONGHACKS REQUIRED
DUE TO DEFLECTION
DIFFERENTIAL
(SEE STRDNGBACK LETTER
IN ENG. PACK)
FOR UAMMUM EFFECTYENEBS INSTALL STRMOBACKS
BEFORE SHEETNG IS APPUED TO TRUSSES
mmi
.. 21, B' — 16-0, ..
REVIEWED
LA 01 F
Total T—E,S 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
PLUM
TYPICAL 7' SETBACK
CORNERSET LABELING
AND SPACING
LOAD DESCRIPTION INIT. DATE
Rcol DnEE IDAe IdT vzene
Rese
aP T61YA.K H( 1/IL I UNN L Para RF
_.I HASE LEAD M-6
RFM B
ASE LOAD
RFa1 BASE io/tEB
—I BASE LOAD LDe BA3/19
Rxm Lna
RID, BASE OI/23/2a
LOAD# DESCRIPTION INIT. DATE
EDIYdT
2B/1B
CHGa — a.m
646/I8
om
REv. RET aRM
Brm/le
DID
REVS'D LTINNECTtri INTOLW_ us
I
enc
DES-ED rLR V/1-JDISTLOS
B/1s/19
DID
ACVVD rXC MOUNT ENHGTRS Los
9/9/19
REVISED —.a
1/I
In,
CII/a223a6) L➢H
`1F I T. Bra umrt rtR Oee woo PFH I D6aaaaaO,1
HANGER CHART
At— HUS 26 (SIMPSON)
\= HUS26-2 (SIMPSON)
Labeled End Mork
NOTE•
DG NOT CUT BR ALTER TRUSSES WIT UT CONSENT OF THIS OFFICE HACM
CHARGES WILL NOT HE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL HY OUR
"SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA. INC
B77
-293-9487
NOTE•
ALL HEARING WALLS NEED TO BE INSTALLED PRIM TO SETTING TRUSSES.
General Notes
1) All parallel chard trusses. Oat 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-91 recommendation
4) permanent X-bracing should be placed at a
maximum spacing 15' O.C. across the span, to
be repeated at o maximum of 20' between each
X-brace throughout the structure.
Pleose refer to BCSI-131 for any addlUanal bracing
details.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL = i 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
Truss member desiggnn & comer -planes
e designed for ASCE7—SB and maximum
(races from both wmponwL9 and claddings
and main wind force resisarg systems.
w Those mosses have to nevi —ad to cnry an
additional 10# psfnon-wT=tbottoEDchard 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 UPUFFS OVER 1000#
ARE SHOWN ON ENGINEERING,
WALL KEY
O8'-B"
LOAD# DESCRIPTION INIT. DATE
RID a.— LOB T/10/z0
AKn D.v¢ LwD
RL01 HASE LMOLee 12/1A/2D
LOAD# DESCRIPTION INIT. DATE
DIF LABELED LDe
DIG LFA L➢B —0/20
ON _'o Res Le. sera/ao
Din — Tin LABELS GSH 2nl/2D21
01H RELABLE — PM U.—I
I I
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE G. N. W.
WINTER HAVEN FLORIDA 33660
PHONE-(600, 959-8806
FAX, (863) 294-2488
BUILDER DR HORTON—BREVARD
PROJECT CREEKSIDE
MODEL 4EHB/ HAYDEN/ H
CCA PROJ/MODEL/ALT
7A5/320/4EHJH/01 (1-JOIST FLR SYSTEM)
ALT DESC 10' X B' COV. LAN.
OTC
LOT 101 BLOCK
DESIGNER
PAGE
RAA
q
DATE
10 24 17
1
LAN ##
SCALE
"=1'
N362326L
3 16