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6000 ROZZELLES FERRY RID.
CHARLOTTE, NORTH CAROLINA 28214
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SC CALL® 9M Design Report - US
Build 91
Job Name: The Vinnings
Address:
City, State, Zip: ,
Customer: R & 5 Builders
Code reports: ESR -1336
Single 11 -718" BCIO 5000s -1.8 SP JoistTloor 2 \D1
3 spens I Mo cantilevers 10/12 slope Thursday, February 28, 2008 13'55
24" OCS I Repetitive I Glued & railed constructlon
File Name:
The Vinnings.BCC
Description:
Floor 2\01
Specifier:
EF2390
Designer:
Dead Snow Wind Roof Live
Company:
64 Lumber
Misc:
100%
BO 51, 3112'
LL 289 Ibis LL 1147 be
DL 15 lb. DL 246 Ibs
B2, P
LL 130 Ibis
DL 345 lb.
Total Horaontal Product Length = 3640A0
B3,2-11Z'
LL 514 Ibs
DL 114 be,
Load Summary
Live
Dead Snow Wind Roof Live
Tag Description Load
Type Ref. Start
End
100%
90% 115T. 133% 125% CGS
1 Standard Load Unf.
Area (psf) Left 00 -00 -00 36-00 -00 40
10 24"
Lwd
Disclosure
Controls Summary Value
%Allowable Dur dion
Gas.
span Location Completeness end accuracy of input must
Pos. Moment 1880 ft-Ibs
53.9% 100%
14
3 - Internal
be verified by anyone who would rely on
Neg. Moment -2457 ft -Ibs
70.5% 100%
20
2 -Right
palpates evidence of surebiliry, for
End Reaction 607 the
51.1% 100%
14
3 -Right
partioular application. Output here based
Int. Reaction 1705 lbs
732% 100%
20
3-1- aft
on building code- accepted design
pte
properties and
isme ducts
Cont. Shear 87516s
53.9% 100%
20
3 -Left
In BOISE
of DOISE engineered
red
Uplift 213
n/a
16
1 -Left
pmduc6mustbeinnce wi
l bs
Hale #1 Shear
34% .7
44
current Installation Guide uide and applicable
L/ U898 (
Total Load Defl. 0.193')
(
26.7%
14
3
Guide
building mtles. obtain Instanado Guide
Live Load D -005 (0.165')
45.
14
3
orask questions, s, phase call
51
Total Neg. Deft efl. - 0.. 045"
9.1 %
14
2
(888)2340056 before Inah11a0pa
Max Dell, 0.193"
19.3%
14
3
BC CALL . BC FRAMERO, AJSTM.
Span / Depth 15.5
n1a
0
2
ALLJOISTe . BC RIM BOARD ^', BCI®,
Hole Location Valid
BOISE GLULAMTM, SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -RIM
Hole Summary Center
Ref. Width Height
shape
PLUS®, VERSA -RIM®,
1 plumbing 12 -01 -00
Left 6"
Circular
VERSASTRANDO, VERSA -STUDO am
tmdom.ft of Boise Wood Products,
L.L.C.
%Allow
%Allow
Bearing Supports Dim . ILx WI
Value S.Rtx t
Member
Material
BO Hanger n/a
3051bs Unspecified
n/a
Hanger
BO Hanger Uplift n/a
21311as Unspecified
We
Hanger
B1 Wall/Plate 3- 1/2 "x2"
13931bs n/a
nla
Unspecified
B2 Wall /Plate 4 "x2"
173811as We
nla
Unspecified
B3 Wall /Plate 2 -1/2 "x 2"
6281bs n/a
nla
Unspecified
Cautions
Uplift of 213 Ibe; found at span 1 - Left.
Web stiffeners required at bearing BO.
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Deslgn meets User specified (L /480) Live load deflection criteria.
Design meets arblirary (1 ") Maximum load deflection criteria.
Composite El value based on 23132" thick sheathing glued and nailed
to joist.
Page i of 1
mmisE
BC CALL ®9 N Design Report - US
Build 91
Job Name The Vinnings
Address:
City, State, Zip: ,
Customer. R & S Builder
B0,2 -112'
LL 521 Its
DL 127 Iba
Single 11 -7/8" BCIO 5000s -1.8 SP Joist\Floor 2 \D2
3 spans I No cantilevers 0/12 slope Thursday, February 28, 2008 13:56
24" OCS I Repetitive I Glued & nailed construction
File Name:
The Vinnings.BCC
Description:
Floor 2 \D2
Specifier:
EF2390
Designer:
Dead Spa. Wind Roof Live
Company:
84 Lumber
81,4'
LL '287 lb.
DL 316 Its
B2, 3 -1/2" S3,2 -1IP'
LL 709 ms LL 302 Ids
DL 97 lbs DL 60 lbe
Uplift of 122 be found at span
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (11") Maximum load deflection criteria.
Composite El value based on 23/32" thick sheathing glued and nailed to Joist
Disclosure
Completeness and accuracy of input must
be veered by anyone who would rely on
output as evidence of sullablllry for
particular application. Output here based
on building cadeacospied design
properties and analysts methods.
Installation of BOISE en91naered wocd
products most be in accordance with
current Inb'talladon Guide and applicable
building cod" - To obtain Installation Guide
o r ask questions, please call
(888)234-0056 before installation.
BC CALCO. BC FRAMER®, AJSi°,
ALLJOIST8 , BC RIM BOARD u , BC18,
BOISE GLULAM -. SIMPLE FRAMING
SvSTEf40. VERSA -LAM®, VERSA RIM
PLUS®, VERSA- RIM.
VERSA. STRAND®, VERSA- S'rUD® are
Trademarks of Boise Wood Products,
L.L.C.
Page 1 of 1
Total Hoibnntal Product Lamp = 3""0
Load Summary
Live
Dead Spa. Wind Roof Live
Ten DOecrlptlon
Load Tvpe Ref. Start End
100%
90% 115% 133% 125% OCR
1 Standard Load
Unf. Area (Pat) Left 00-00.00 3MO-00
40
10 24"
Uplift of 122 be found at span
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (11") Maximum load deflection criteria.
Composite El value based on 23/32" thick sheathing glued and nailed to Joist
Disclosure
Completeness and accuracy of input must
be veered by anyone who would rely on
output as evidence of sullablllry for
particular application. Output here based
on building cadeacospied design
properties and analysts methods.
Installation of BOISE en91naered wocd
products most be in accordance with
current Inb'talladon Guide and applicable
building cod" - To obtain Installation Guide
o r ask questions, please call
(888)234-0056 before installation.
BC CALCO. BC FRAMER®, AJSi°,
ALLJOIST8 , BC RIM BOARD u , BC18,
BOISE GLULAM -. SIMPLE FRAMING
SvSTEf40. VERSA -LAM®, VERSA RIM
PLUS®, VERSA- RIM.
VERSA. STRAND®, VERSA- S'rUD® are
Trademarks of Boise Wood Products,
L.L.C.
Page 1 of 1
Load
Controls Summary
Value
%Allowable
Duration
Case
Span Location
Pos. Moment
2005 ft-lbs
57.5%
100%
14
1 - Internal
Neg. Moment
-2211 ft-lbs
63.4%
100%
18
1 - Right
End Reaction
627 lbs
52.8%
100%
14
1 - Left
Int. Reaction
15701bs
67.4%
100%
18
1 - Right
Corr. Shoat
8921bs
54.9%
100%
18
1 - Right
Uplift
1231bs
n/a
44
2 - Right
Hole gl Sheer
139 be
19.1%
44
Total Load Defl.
L/829 (0.221 ")
28.9%
14
1
Live Load Defl.
L/1021 (0.179 ")
470%
14
1
Total Neg. Der.
- 0.03"
6_0%
14
2
Max Dell.
0.221"
2211%
14
1
Span /Depth
15.4
We
0
1
Hole Location
Valid
Hole Summary
Center
Ref. Width
Height
Share
1 Plumbing
06-05 -00
Left 6"
Circular
%Allow
%ATIaw
Bearing Supports
Dim. IL x W)
Value
Support
Member
Material
BO Wall/Plate
2- 1/2'x2"
648 be
n/a
n/a
Unspecified
51 Wall/Plate
4" x 2"
1503 lbs
We
We
Unspecified
B2 Wall/Plate
3.1/2 "x 2"
805 lbs
We
n/a
Unspecified
B3 Basin
2 -1/2" x 2"
361 lbs
9.6%
We
Versa -Lam 2.0
Uplift of 122 be found at span
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (11") Maximum load deflection criteria.
Composite El value based on 23/32" thick sheathing glued and nailed to Joist
Disclosure
Completeness and accuracy of input must
be veered by anyone who would rely on
output as evidence of sullablllry for
particular application. Output here based
on building cadeacospied design
properties and analysts methods.
Installation of BOISE en91naered wocd
products most be in accordance with
current Inb'talladon Guide and applicable
building cod" - To obtain Installation Guide
o r ask questions, please call
(888)234-0056 before installation.
BC CALCO. BC FRAMER®, AJSi°,
ALLJOIST8 , BC RIM BOARD u , BC18,
BOISE GLULAM -. SIMPLE FRAMING
SvSTEf40. VERSA -LAM®, VERSA RIM
PLUS®, VERSA- RIM.
VERSA. STRAND®, VERSA- S'rUD® are
Trademarks of Boise Wood Products,
L.L.C.
Page 1 of 1