HomeMy WebLinkAboutBLD2007-01027 ENG REPORT.TIFSTORE # 2315
15 !
6000 ROZZELLES FERRY RD,
CHARLOTTE, NORTH CAROLINA 28214
(704) 394 -1824
FAX (704) 394 -3909
Fax Transmittal cover sheet .128'- 3V'S- 00"
Attention:
From:
Date:
Number of pages including cover s heet: 3
Notes: y3
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Single 11 -7/8" BCI® 5000s -1.8 SP JoistTloor 2M
SC CALL® 9% Design Report- US
3 spans I No canfilevers 0/12 slope Thursday, February 26, 2008 13'55
Build 91
24" OCS I Repetitive I Glued 8 nailed construction
1 Standard
File Name The Vmnings.BCC
Job Name: The Vinnings
Description: Floor 201
Address:
Specifier: EF2390
City, State, Zip:
Designer.
Customer: R 8 S Builders
Company: 64 Lumber
Code reports: ESR -1336
Misc:
So St. 3-112'
LL 289 Its LL 1147 Its
DL 19 Its OL 2A6 lbs
B2, V
LL ISM Ica
DL U5 lb5
83,2 -1&'
LL 5141bs
DL 114 lbs
Load
Pos.
Int. Reaction
Cont. Shear
Uplift
Hole #1 Shear
Total Load Dell.
Live Load Deft.
Total Meg. Defl.
Max Defl.
Span ! Depth
Hole Location
876 lbs
Total Hori alml Product Length = 36-0
213 lbs
n1a
Load Summary
Tan Desmiption
Land Type Ref. Stan End
Live
100%
Dead Snow Wind Roof Lin
90% 115% 133% 125% OCs
1 Standard
Load
Unf. Area (psf) Left 00 -00 -00 36-00 -00
40
10 24"
B2, V
LL ISM Ica
DL U5 lb5
83,2 -1&'
LL 5141bs
DL 114 lbs
Load
Pos.
Int. Reaction
Cont. Shear
Uplift
Hole #1 Shear
Total Load Dell.
Live Load Deft.
Total Meg. Defl.
Max Defl.
Span ! Depth
Hole Location
876 lbs
53.9 -A
213 lbs
n1a
253 lbs
34.7%
L/898 (0.193")
26.7%
L/1050 (0.165")
45.7%
- 0.045"
9.1%
0.193"
19.3%
15.5
n/a
Valid
products must be in accordance with
20
14
20
20
16
44
14
14
14
14
0
Hols Summary
Disclosure
Span Locati on
Completeness and accuracy of input must
3 - Internal
be verified by anyone who would rely on
2 -Right
output as evidence of suitability for
3 -Right
particular application. Output here based
3 - Left
on building oodseocepted design
3 Left
properties and analysis methods.
-
Installation of BOISE engineered wood
1 - Left
products must be in accordance with
Dim. IL x WI
current Installation Guide and applicable
3
building codes. To obtain Installation Guide
3
araskeu.kns, pleasecall
1
(888)234.0056 before Installer.,
Hols Summary
Centar
Ref. Width Haight
Shape
1 plumbing
12 -01 -00
Left 6"
Circular
%Allow
%Allow
Bearing Supports
Dim. IL x WI
Value
Support
Member
flannel
BO Hanger Load
n/a
3051bs
Unspecified
We
Hanger
50 Hanger Uplift
n1a
213lbs
Unspecified
n/a
Hanger
BI WaIVPlate
3 -1/2" x 2"
13931bs
n/a
n/a
Unspecified
82 Wall /Plate
4 "x2"
1738Ibs
n/a
We
Unspecified
B3 Wall /Plate
2 -1/2 "x 2"
628lbs
n/a
n/a
Unspecified
Cautions
Uplift of 213 Ibs found at span 1 - Left.
Web stigeners required at bearing 80.
Notes
Design meets Code minimum (L1240) Total load deflection criteria.
Design meets User specified (1-1480) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum load deflection briteris.
Composite EI value based on 23/32" thick sheathing glued and nailed to joist
BC CALM, SC FRAMERNJ , AJSTM.
ALWOISTte, SC RIM BOARD^', BCI®,
BOISE GLULAuI SIMPLE FRAMING
SYSTEM®, VERSA -LAM®. VERSA -RIM
PLUS®, VERSA -RIM®,
VERSASTRANDB, VERSA -STUD® are
tmtlpmanne of Boise Wood Products,
L.L.C.
Page i of 1
neisw Single 11 -7/8" BCI® 5000s -1,8 SP Joistll"loor W2
BC CALL® 9.0 Design Report- US 3 spans I No cantilevers 0/12 slope Thursday, February 28, 2008 13:56
Build 91 24" OCS I Repetitive I Glued 8 nailed construction
File Name: The Vinnings.BCC
Job Name: The Vinnings Description: Floor 2 \D2
Address Specifier: EF2390
City, State, Zip: , Designer.
Customer. RB S Builders Company. 84 Lumber
e0. 2 -tYe'
LL 521 Ibs
DL 127 Ina
51. 4'
LL 1287 Its
DL 316111
52. YVT' 63, 242"
LL 708 Its LL 3021bs
DL 97 Ins DL 601bs
Load
Neg. Moment
Total Hodrootal Product Length = 3000-00
63.4%
100%
Load Summary
Tag Denedpilen
Load Type R.I. Start End
Live
100%
Dead Snow Wind Reef Live
90% 115% 133% 126% OCS
1 Standard Load
Unf- Area (psf) Left 00 -00 -00 30 -00 -00
40
10 24"
Load
Neg. Moment
-2211 ft -Ibs
63.4%
100%
18
1 - Right
End Reaction
627Ibs
52.8%
100%
14
1 - Left
Inc Reaction
1570 Ids
67.4%
100%
18
1 - Right
Cont. Shear
8921bs
54.9%
100%
18
1 - Right
Uplift
123 Its
n/a
44
2 • Right
Hole #1 Shear
13916s
19.1%
44
Total Load Defl.
1_1829 (0.221 ")
28.9%
14
1
Live Load Defl.
L/1021 (0.179")
47.0%
14
1
Total Neg. Dell.
- 0.03"
6.0%
14
2
Max Dell.
0.221"
22.1%
14
1
Span 1 Depth
15.4
We
0
1
Mole Location
Valid
Hole Summary
Center
Ref. Width
Haight
Shape
1 Plumbing
06 -05-00
Left 6"
Circular
%Alb. %Allow
B1 Wall/Plate
4 "x2"
1603 lbs
we
we Unspecified
B2 Wall/Plate
3 -1/2 "x 2"
805lbs
n/a
n/a Unspecified
63 Beam
2 -1/2' x 2'
361 Ibs
9.6%
his Versa -Lam 2.0
Cautions
Uplift of 123 Its found at span 2 - Right
Notes
Design meets Code minimum (1-1240) Total load deflection criteria.
Design meets User specified ( 1-1480) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum load deflection criteria.
Composite El value based on 23/32" thick sheathing glued and nailed to IeISf
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
padlouiar applicallon. Output has eased
on build'mq code- accepted d.,00n
properties and analysis mamods.
Istalla8on of BOISE englnw..d wood
products mual be in ...,dance with
current Ins Aialon Guldc and applicable
building codes. To ollaln Inslallation Guide
or ask questions, please call
(888)2310056 before installation,
SC CALCO. BC FRAMER6, AJS
ALLJOISTO, BC RIM BOARD - . BCI®,
BOISE GLULAM —. SIMPLE FRAMING
SYSTEMS. VERSA-LAMI VERSA -RIM
PLUS®, VERSA -RIM®,
VERSA - STRANDS, VERSA -STUD® are
Irademodus of Boise Wood Products,
LL.C_
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