Report (21) xvu3TjotS - l>(X� '
Main 5t3
-17 Scv �
v•
t: sa cascaac Single 11-7/8" BCI® 5000-1.7 DF LeverFloor Joists\J1(i2455)
Dry l 2 spans I No cantilevers 10/12 slope September 23,2015 12:57:52
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.m mdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Main Level\FloorJoists V1(12455)
Address: LOT3 Specifier: PDG
City,State,Tip:, Designer.
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE Bk11?r
Code reports: ESR-1336 Alf sc: �1EJ)
1
OCT 52015
CIT
OF 96,410)
vt '--W - 1 W elf ' w '� a aWirgai ; 4 ,+ s
�
� �: .,�. �''w� ,��:
14-11-10 BO 61 14-00-12 B2
Total Horizontal Product Length=29-00-06
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/8" 539/60 120/0
B1,5-1/2" 1,413/0 353/0
B2,3-12" 501 /76 106/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 28-11-06 80 20 n/a
Disclosure
1 Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 1,974 ft-lbs 62.7% 100% 2 06-07-00 be verified by anyone w ho w ould rely on
Neg.Moment -2,425 ft-lbs 77% 100% 1 14-11-10 output as evidence of suitability for
End Reaction 659 lbs 462% 100% 2 00-00-00 particular application.Output here based
Int.Reaction 1,766 lbs 69.9% 100% 1 14-11-10 on building code-accepted design
End Shear 622 lbs 38.3% 100% 2 00-04-06 properties and analysis methods.
Cont Shear 876 lbs 53.9% 100% 1 14-08-14 hstallation of BOISE engineered wood
Total Load Dell. U798(0.22') 45.1% n/a 2 07-02-00 products must be in accordance with
Live Load Defl. L/942(0.187) 51% n/a 5 07-04-05 current Installation Guide and applicable
building codes.To obtain Installation Guide
Total Neg.Defl. L/999(-0.038') n/a n/a 2 19-05-05 or ask questions,please call
MaxDefl. 0.22" 22% n/a 2 07-02-00
Span/Depth 14.8 n/a n/a 0 00-00-00 (800)232-0788 before installation.
BC CALM, BC FRAMER®,AJSTM',
%Allow %Allow ALLJOIST®, BC RIM BOARD'"',BCI®,
Bearing Supports Dim.(L xW) Value Support Member Material BOISEGLULAMTM',SIMPLE FRAMING
BO V1FaII/PI ate 4-3/8"x 2" 659 lbs 17.7% 462% Unspecified SYSTEM®,VERSA-LAMS,VERSA-RIM
B1 VVall/Plate 5-12"x2" 1,766Ibs 37.8% 69.9% Unspecified PLUS®,VERSA-RIMID,
B2 Vliall/Plate 3-1/2"x 2" 607 lbs 20.4% 42.6% Unspecified VERSA STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Notes Products L.L.C.
Design meets User specified (L/360)Total load deflection criteria.
Design meets User specified (L/480)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
IRA Cascade Single 11-7/8" BCI® 5000-1.7 DF Main LeveRFloor Joists1J4(i2491)
Dry'1 span I No cantilevers 10/12 slope September 23, 2015 12:57:52
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Main Level\Floor Joists\J402491)
Address: LOT 3 Specifier. PDG
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
,, r, ,„; . ,, ,, v n ,, ', v 0\,_ , / ,j 1 1 - 1 ,, b ,, ,
ir�mo,„ .„, a .wst�o r .d ' Zie.',,, 4i . r': }y, 1
i »2 -, �� �- . e�r �rx te. - . im,n�c� ti.<n_� ky �a �1'%�b „- � & s f�-sr :y;
,
,0,'-
• 13-00-06
BO B1
Total Horizontal Product Length=13-00-06
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/8” 524/0 131/0
B1,3-1/2" 627/0 167/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 13-00-06 80 20 n/a
1 10(i287) Conc.Pt.(lbs) L 12-10-10 12-10-10 109 37 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 1,953 ft-lbs 62% 100% 1 06-06-10 be verified by anyone w ho would rely on
End Reaction 794 lbs 55.7% 100% 1 13-00-06 output as evidence of suitability for
End Shear 619 lbs 38.1% 100% 1 00-04-06 particular application.Output here based
Total Load Defl. U865(0.173") 41.6% n/a 1 06-06-10 on building code-accepted design
Live Load Defl. U1,081 (0.139") 44.4% n/a 2 06-06-10 properties and analysis methods.
Max Defl. 0.173" 17.3% n/a 1 06-06-10 Installation of BOISE engineered wood
Span/Depth 12.6 n/a n/a 0 00-00-00 Products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
%Allow %Allow
or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.
BO Wall/Plate 4-3/8"x2" 655 lbs 17.6% 46% Unspecified
B1 A ll/Plate 3-1/2"x 2" 794 lbs 26.7% 55.7% Unspecified BC CALM, BC FRAMER®,AJST,
ALLJOIST®, BC RIM BOARDTM',BCI®,
Notes SYSTEMS
GLULAMTM,SIMPLE FRAMING
SYSTEMS,VERSA-LAND,VERSA-RIM
Design meets User specified (L/360)Total load deflection criteria. PLUM,VERSA-RIMS,
Design meets User specified(L/480)Live load deflection criteria. VERSA-STRANDS,VERSA-STUDS are
Design meets arbitrary(1")Maximum total load deflection criteria. trademarks of Boise Cascade Wood
Calculations assume Member is Fully Braced. Products L.L.C.
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
(Ve�s
eccascade Single 11-7/8" BCI® 5000-1.7 DF Main LeveRFloor Joists\J5(i2490)
`����+�i�YY Dry I 1 span I No cantilevers I 0/12 slope September 23,2015 12:57:52
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Main Level\Floor Joists J5(i2490)
Address: LOT3 Specifier. PDG
City,State,Tip:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
o
:ale.„ , ' {�,., ''z�C, .�.. ,..= "`'."._aa{:,.a'a. c ,', ;� — "F „
12-08-14
BO B1
Total Horizontal Product Length=12-08-14
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/8" 480/0 120/0
B1,3-1/2" 469/0 117/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 12-07-14 75 19 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 1,747 ft-lbs 55.4% 100% 1 06-04-14 be verified by anyone w ho w ould rely on
End Reaction 601 lbs 42.1% 100% 1 00-00-00 output as evidence of suitability for
End Shear 566 lbs 34.9% 100% 1 00-04-06 particular application.Output here based
Total Load Defl. L/982(0.149") 36.6% n/a 1 06-04-14 on building code-accepted design
Live Load Defl. L/999(0.119") n/a n/a 2 06-04-14 properties and analysis methods.
Max Defl. 0.149" 14.9% n/a 1 06-04-14 Installation of BOISE engineered wood
Span/Depth 12.3 n/a n/a 0 00-00-00 Products must be in accordance with
current Installation Guide and applicable
% %
building codes.To obtain Installation Guide
Allow Allow
or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.
BO VVaII/PI ate 4-3/8"x2" 601 lbs 16.2% 42.1% Unspecified
B1 Wall/Plate 3-1/2"x 2" 586 lbs 19.7% 41.1% Unspecified BC CALC®,BC FRAMI72®,AJSTM',
ALLJOIST®,BC RIM BOARDTm,BCI®,
NotesBOISE GLULAMTM',SIMPLE FRAMING
SYSTEMS),VERSA-LAME),VERSA-RIM
Design meets User specified(L/360)Total load deflection criteria. PLUS® VERSA-RM®
Design meets User specified (L/480)Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are
Design meets arbitrary(1")Maximum total load deflection criteria. trademarks of Boise Cascade Wood
Calculations assume Member is Fully Braced. Products L.L.C.
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
L
(Oeoiiecascadc Single 11-7/8" BCI® 5000-1.7 DF Main Level\Floor Joists\J3(i2590)
Drys 1 span I No cantilevers 1 0/12 slope September 23,2015 12:57:52
BC CALC®Design Report 24 OCS I Repetitive I Gued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Main Level\Floor Joists\J3(i2590)
Address: LOT 3 Specifier: PDG
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
,i, ; J, v, I, si, 6 I„ , j„1, . .„, ,, ,I,0 i, ,i I iI, , „ „
'moi a aF 1 ` � �'"�'Y^�y�''.1, 3�yi
11:�u^ ;as`h�"'�. �, - r. _ a., � - +i��u ,S.i� �� ,'sss � ,-f. r =.ay .,u ... ,.� 4.2 471�41a �& t3.b A 'l, rhe' .. w.
14-11-10
BO B1
Total Horizontal Product Length=14-11-10
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO,4-3/8” 604/0 151/0
61,2-3/4 593/0 148/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 14-11-10 80 20 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 2,628 ft-lbs 83.4% 100% 1 07-06-10 be verified by anyone who would rely on
End Reaction 742 lbs 59.5% 100% 1 14-11-10 output as evidence of suitability for
End Shear 719 lbs 442% 100% 1 00-04-06 particular application.Output here based
Total Load Defl. U580(0.3') 62.1% n/a 1 07-06-10 on building code-accepted design
Live Load Defl. 11724(0.24') 66.3% n/a 2 07-06-10 properties and analysis methods.
Max Defl. 0.3" 30% n/a 1 07-06-10 Installation of BOISE engineered wood
Span/Depth 14.7 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
%Allow %Allow or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.
BO Wall/Plate 4-3/8"x2" 7551bs 20.3% 53% Unspecified
B1 Wall/Plate 2-3/4"x 2" 742 lbs 31.7% 59.5% Unspecified BC CALM,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARDTM', BCI®,
Notes BOISE GLULAMTM',SIM'LEFRAMNG
SYSTEM®,VERSA-LAM®,VERSA-RIM
Design meets User specified (L/360)Total load deflection criteria. PLUS®,VERSA-RM®,
Design meets User specified (L/480)Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are
Design meets arbitrary(1")Maximum total load deflection criteria. trademarks of Boise Cascade Wood
Calculations assume Member is Fully Braced. Products L.L.C.
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
1
ctmoieeceseede Single 11-7/8" BCI® 5000-1.7 DF Main Level\Floor JoistslJ2(i2471)
Drys 2 spans I No cantilevers I 0/12 slope September 23,2015 12:57:52
BC CALC®Design Report 24 OCS I Repetitive I Gued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Main Level\Floor Joists\J2(i2471)
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
0 3
W xR
s.. �.Au�xrww; ,. 'r e.e.,,. „��.aa, ..,a �.� .��_ V;106,:',.:Z.4e.1"+, �� ,� �� � � ,����-� ��a �, ._
14-11-10 10-01-04
BO B1 B2
Total Horizontal Product Length=25-00-14
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/8" 529/25 126/0
B1,5-1/2" 1,242/0 311/0
B2,2" 365/120 61 /0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start Bid 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 14-11-10 40 10 n/a
1 FC1 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 13-00-06 40 10 n/a
2 FC1 Floor Material Unf.Lin.(lb/ft) L 13-00-06 14-11-15 38 10 n/a
3 FC1 Floor Material Unf.Lin.(lb/ft) L 14-11-15 25-00-14 79 20 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 1,951 ft-lbs 61.9% 100% 2 06-05-09
Neg.Moment -1,962 ft-lbs 62.3% 100% 1 14-11-10
End Reaction 655 lbs 46% 100% 2 00-00-00
Int.Reaction 1,5531bs 61.5% 100% 1 14-11-10
End Shear 619 lbs 38.1% 100% 2 00-04-06
Cont.Shear 841 lbs 51.7% 100% 1 14-08-14
Uplift -58 lbs n/a 100% 2 25-00-14
Total Load Defl. L/810(0.217') 44.5% n/a 2 07-02-05
Live Load Defl. U987(0.178') 48.6% n/a 5 07-02-05
Total Neg.Defl. L/999(-0.031') n/a n/a 2 18-10-02
Max Defl. 0.217" 21.7% n/a 2 07-02-05
Span/Depth 14.8 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L xW) Value Support Member Material
BO \Nall/Plate 4-3/8"x2" 655 lbs 17.6% 46% Unspecified I
B1 \Nall/Plate 5-12"x2" 1,553 lbs 33.2% 61.5% Unspecified
B2 Wall/Plate 2"x2" 4261bs 25% 39.8% Unspecified
Cautions
Uplift of-58 lbs found at span 2-Right.
Notes
Page 1 of2
® Single 11-7/8" BCI® 5000-1.7 DF Main LeveltFloor Joists1J2(i247'
Dry'2 spans I No cantilevers 10/12 slope September 23,2015 12:57::
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Main Level\Floor Joists\J2(i247
Address: LOT3 Specifier: PDG
City,State,Zp:, Designer.
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
Design meets User specified(L/360)Total load deflection criteria. Disclosure
Design meets User specified(L/480)Live load deflection criteria. Completeness and accuracy of input rn.
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone whowould rely o
Calculations assume Member is Fully Braced. output as evidence of suitability for
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member. particular application.Output here basec
Design based on Dry Service Condition. on building code-accepted design
Deflections less than 1/8"were ignored in the results. properties and analysis methods.
hstallation of BOISE engineered w ood
products trust be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Gull
or ask questions,please call
(800)232-0788 before installation.
BC CALL®,BC FRAMER®,AJSTm,
ALLJOIST®,BC RM BOARDT'",BCI®,
BOISEGLULAMT*',SMPLEFRAMING
SYSTEMS°,VERSA-LAM,VERSA-RM
PLUS®,VERSA-RIM,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2
1
*Boi4ecoseedo Single 11-7/8" BCI® 5000-1.7 DF Main LeveRFloor Joists\J1(i2455) - 01
DryI 2 spans I No cantilevers 10/12 slope September 23,2015 12:57:52
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Main Level\Floor Joists\J1(i2455)-
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
4cti-.: .,fix . .... .._,,. &r.3:;,.= i- ,3v. ,,7.77:112;,..4, -4-.7na ,�:?.. ,-.4S I,,, ......, ,s s"a.,.'� .,m46 `
14-11-10 14-00-12
BO 61 62
Total Horizontal Product Length=29-00-06
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/8" 539/60 120/0
B1,5-1/2" 1,413/0 353/0
B2,3-1/2" 501/76 106/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 28-11-06 80 20 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 1,974 ft-lbs 62.7% 100% 2 06-07-00 be verified by anyone who would rely on
Neg.Moment -2,425 ft lbs 77% 100% 1 14-11-10 output as evidence of suitability for
End Reaction 659 lbs 46.2% 100% 2 00-00-00 particular application.Output here based
Int.Reaction 1,766 lbs 69.9% 100% 1 14-11-10 on building code-accepted design
End Shear 622 lbs 38.3% 100% 2 00-04-06 properties and analysis methods.
Cont.Shear 876 lbs 53.9% 100% 1 14-08-14 Installation of BOISE engineered wood
Total Load Defl. L/798(0.22') 45.1% n/a 2 07-02-00 products must be in accordance with
Live Load Defl. L/942(0.187') 51% n/a 5 07-04-05 current Installation Guide and applicable
Total Neg.Defl. L/999(-0.038') n/a n/a 2 19-05-05 building codes.To obtain Installation Guide
or ask questions,please call
Max Defl. 0.22" 22% n/a 2 07-02-00 (800)232-0788 before installation.
Span/Depth 14.8 n/a n/a 0 00-00-00
BC CALC®, BC FRAMER®,AJSTM',
%Allow %Allow ALLJOIST®, BC RIM BOARD'",BCI®,
Bearing Supports Dim.(L x W) Value Support Member Material BOISEGLULAMTM',SIMPLE FRAMING
BO VVall/Plate 4-3/8"x 2" 659 lbs 17.7% 46.2% Unspecified SYSTE t),VERSA-LAMS),VERSA-RIM
B1 VVall/Plate 5-12"x2" 1,766 lbs 37.8% 69.9% Unspecified PLUS®,VERSA-RMS,
B2 WaII/Plate 3-1/2"x 2" 607 lbs 20.4% 42.6% Unspecified VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Notes
Design meets User specified (L/360)Total load deflection criteria.
Design meets User specified (L/480)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
(Oso��ccascade Single 11-7/8" BCI® 5000-1.7 DF Main Level\Floor Joists\J4(i2492)
�iJ Dry 1 1 span 1 No cantilevers 1 0/12 slope September 23,2015 12:57:53
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Main Level\FloorJoists'J4(i2492)
Address: LOT 3 Specifier: PDG
City,State,Zip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
ti, Ali .: j„, b ,I, ri ,l. c„„1i „ .7 i„1 ,1„5 ,, I 0,„ ..�� 1 1 I ,` ' .��17 v 1_1, v 4, v v v li
' � n. s ti .�, .. .;';
',1:".;..-3k�+N,a,„(:iz k
1t x ., .` ft<PL. e`...n4,. _, ,-8,wv_ .'0 .. .1k ..:t._ 4
13-01-04
BO B1
Total Horizontal Roduct Length=13-01-04
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/8" 524/0 131/0
B1,4-3/8" 524/0 131/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 13-01-04 80 20 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 1,953 ft-lbs 62% 100% 1 06-06-10 be verified by anyone who would rely on
End Reaction 655 lbs 46% 100% 1 00-00-00 output as evidence of suitability for
End Shear 619 lbs 38.1% 100% 1 00-04-06 particular application.Output here based
Total Load Defi. L/865(0.173") 41.6% n/a 1 06-06-10 on building code-accepted design
Live Load Defl. U1,081 (0.139") 44.4% n/a 2 06-06-10 properties and analysis methods.
Max Defl. 0.173" 17.3% n/a 1 06-06-10 hstallation of BOISE engineered wood
Span/Depth 12.6 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
%Allow %Allow or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.
BO Wall/Plate 4-3/8"x2" 655 lbs 17.6% 46% Unspecified
B1 Wall/Plate 4-3/8"x 2" 655 lbs 17.6% 46% Unspecified BC CALM,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARDT'", BCI®,
Notes BOISE GLULAMT"",SIMPLE FRAMING
SYSTEM®,VERSA-LAME),VERSA-RIM
Design meets User specified (L/360)Total load deflection criteria. PLUS®,VERSA-RIMS,
Design meets User specified (L/480)Live load deflection criteria. VERSA-STRANDS,VERSA-STUDS are
Design meets arbitrary(1")Maximum total load deflection criteria. trademarks of Boise Cascade Wood
Calculations assume Member is Fully Braced. Products L.L.C.
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
I
*Boit*Cascade Double 1-3/4" x 11-7/8" VERSA LAM® 2.0 2800 DF Main Level\...\BM2(i2500)
Dry' 1 span I No cantilevers 10/12 slope September 23,2015 12:57:53
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Main Level\Flush Beams\BM2(i2f
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer.
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
J „ „ ,1 ,I, ; 1 4 .I, [ 1
,I—L_,[, v � c7 cS ��� O �i b �7 %��L�i / V V t% 7 '.l �
,t a .. , z ,
- � � .,:.,,,,...), :,,,14-11,,,,-. .z.,„� s is �
10-08-13
BO 61
Total Horizontal Product Length=10-08-13
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,5-5/16" 208/0 110/0
B1,3-12" 207/0 108/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf.Lin.(Ib/ft) L 00-02-13 10-07-07 40 10 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 778 ft-lbs 4% 100% 1 05-05-05
End Shear 243 lbs 3.1% 100% 1 01-05-03
Total Load Defl. L/999(0.015") n/a n/a 1 05-05-05
Live Load Dell. L/999(0.01') n/a n/a 2 05-05-05
Max Defl. 0.015" n/a n/a 1 05-05-05
Span/Depth 10.2 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
BO Wall/Plate 5-5/16"x3-1/2" 318 lbs 4% 2.3% Unspecified
B1 Wall/Plate 3-1/2"x 3-12" 315 lbs 6.1% 3.4% Unspecified
Notes
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of2
00B•secascade Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 2800 DF Main Levell...1BM2(i250(
Drys 1 span I No cantilevers 10/12 slope September 23,2015 12:57:f.
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Main Level\Flush Beams\BK
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer.
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
Connection Diagram Disclosure
b F- h-d \ Completeness and accuracy of input m,
a be verified by anyone who would rely o
4 • T• • 7^� output as evidence of suitability for
1 particular application.Output here basec
c on building code-accepted design
properties and analysis methods.
• • hstallation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
a minimum =2" c=7-7/8" building codes.To obtain Installation Guil
b minimum =3" d=24" or ask questions,please call
Member has no side loads. (800)232-0788 before installation.
Connectors are:16d Sinker Nails BC CALOS,BC FRAMER®,AJST"',
ALLJOIST®,BC RIM BOARDT"",BCI®,
BOISE GLULAMT",SIMPLE FRAMING
SYSTEMS,VERSA-LAMS,VERSA-RIM
PLUS®,VERSA-RIM,
VERSA-STRANDS,VERSA-STUDS are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2
��ii��+i%%%%�'�eoi&ccaseade Double 1-3/4" x 11-7/8" VERSA LAM®2.0 2800 DF Main LeveR...\BM2(i2596)
Dry l 2 spans 1 No cantilevers 10/12 slope September 23,2015 12:57:53
BC CALC®Design Report
Build 3924 File Name: 15-969 RE\2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Main Level\Flush Beams\BM2(i2:
Address: LOT3 Specifier: PDG
City,State,Zp:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
V 0
I _ t i ; i 4 L 5 . I
05-02-04 p 04-11-00
BO 61 B2
Total Horizontal Product Length=10-01-04
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,2-3/4" 835/63 351/0
B1,3-12" 1,121/0 717/0
B2,2" 499/53 259/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-05 10-01-04 80 20 n/a
2 21(1915) Unf.Lin.(Ib/ft) L 00-02-12 10-01-04 57 n/a
3 21(i915) Unf.Lin.(lb/ft) L 00-02-12 07-05-10 80 22 n/a
4 21(i915) Unf.Lin.(lb/ft) L 06-10-08 08-02-08 115 38 n/a
5 21(i915) Unf.Lin.(lb/ft) L 07-07-06 10-01-04 116 33 n/a
6 E22(i268) Conc.Pt(lbs) L 00-00-04 00-00-04 478 148 n/a
7 21(i915) Conc.Pt.(lbs) L 10-01-00 10-01-00 14 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 750 ft-lbs 3.9% 100% 3 07-11-04
Neg.Moment -933 ft-lbs 4.9% 100% 1 05-02-04
End Shear 360 lbs 4.6% 100% 3 06-03-14
Cont.Shear 670 lbs 8.5% 100% 1 06-03-14
Total Load Defl. L/999(0.003') n/a n/a 3 07-09-11
Live Load Defl. L/999(0.002") n/a n/a 6 07-08-15
Total Neg.Defl. U999(-0.001") n/a n/a 3 03-11-09
Max Defl. 0.003" n/a n/a 3 07-09-11
Span/Depth 5.1 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L xW) Value Support Member Material
BO \Nall/Plate 2-3/4"x3-1/2" 1,186 lbs 29% 16.4% Unspecified
B1 Post 3-12"x3-1/2" 1,8381bs 18.8% 20% Unspecified
B2 'All/Plate 2"x3-1/2" 758 lbs 25.5% 14.4% Unspecified
Notes
Page 1 of 2
®Eoi$e Cascade Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 2800 DF Main Leve11...\BM2(i259(
Dry 12 spans I No cantilevers 10/12 slope September 23,2015 12:57::
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush BeamsMain Level\Flush Beams\BIZ
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
Design meets Code minimum (L/240)Total load deflection criteria. Disclosure
Design meets Code minimum (L/360)Live load deflection criteria. Completeness and accuracy of input mt,
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely o
Calculations assume Member is Fully Braced. output as evidence of suitability for
Design based on Dry Service Condition. particular application.Output here bases
Deflections less than 1/8"were ignored in the results. on building code-accepted design
properties and analysis methods.
Connection Diagram hstaUation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
a b I I I ^° building codes.To obtain Installation Guil
4 • T• •
• or ask questions,please call
(800)232-0788 before installation.
•1 • BC CALO®,BC FRAMBM,AJST*',
ALLJOIST®,BC RM BOARD''A,BCI®,
BOISE GLULAM"",SIvFLE FRAMING
a minim urn =2" c=7-7/8" SYSTBVIe,VBZSA-LAMB),VERSA-RM
b m inim um =3" d=24" PLUS®,VERSA-RM®,
VERSA-STRANDS,VERSA-STUD®are
Connection design assumes point load is top-loaded. For connection design of side-loaded trademarks of Boise Cascade Wood
point loads,please consult a technical representative or professional of Record. Products L.L.C.
Member has no side loads.
Connectors are:16d Sinker Nails
Page2 of2
®KeiecscadeSingle 1-3/4" x 11-7/8" VERSA-LAMD2.0 2800 DF Main Level\...\BM1(i2483)
Dry l 3 spans I No cantilevers 10/12 slope September 23, 2015 12:57:53
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Main Level\Flush Beams\BM1(i24
Address: LOT3 Specifier: PDG
City,State,Tip:, Designer.
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
8
�. ,.6
4 1 I
�
02-12 81 05-02-04 2 05-00-08
B3
Total Horizontal Product Length=12-05-08
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,3-12" 431/60 161/0
B1,5-12" 699/0 414/0
B2,3-12" 429/0 475/0
B3,3-12" 309/11 232/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 12(i302) Unf.Lin.(lb/ft) L 00-00-00 12-05-08 57 n/a
2 12(i302) Unf.Lin.(Ib/ft) L 00-00-00 00-09-08 467 174 n/a
3 FC1 Floor Material Unf.Lin.(lb/ft) L 00-03-08 12-04-00 38 10 n/a
4 12(i302) Unf.Lin.(Ib/ft) L 01-04-04 02-08-04 36 n/a
5 12(i302) Unf.Lin.(Ib/ft) L 01-06-10 02-10-10 327 90 n/a
6 12(i302) Unf.Lin.(lb/ft) L 09-01-04 10-05-04 122 39 n/a
7 12(1302) Unf.Lin.(lb/ft) L 09-10-02 12-05-08 82 24 n/a
8 12(i302) Conc.Pt.(lbs) L 12-05-04 12-05-04 18 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 516 ft-lbs 5.4% 100% 2 10-02-09 1
Neg.Moment -482 ft-lbs 5% 100% 5 07-05-00
End Shear 277 lbs 7% 100% 2 01-03-06
Cont.Shear 416 lbs 10.5% 100% 5 08-06-10
Total Load Defl. L/999(0.004') n/a n/a 2 10-00-12
Live Load Defl. L/999(0.002") n/a n/a 7 09-11-14
Total Neg.Defl. L/999(-0.001') n/a n/a 2 06-01-04
MaxDefl. 0.004" n/a n/a 2 10-00-12
Span/Depth 52 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
Page 1 of 2
®BoiseCscade Single 1-3/4" x 11-7/8" VERSA-LAMB 2.0 2800 DF Main Levell...IBM1(i248:
Dry'3 spans I No cantilevers 10/12 slope September 23,2015 12:57:1
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Main Level\Flush Beams\BM'
Address: LOT 3 Specifier: PDG
City,State,Zp:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
BO Wall/Plate 3-1/2"x 1-3/4" 591 lbs 22.7% 12.9% Unspecified Disclosure
B1 Wall/Plate 5-12"x 1-3/4" 1,1131bs 27.2% 15.4% Unspecified Completeness and accuracy of input mx,
B2 Post 3-1/2"x 1-3/4" 904 lbs 18.4% 19.7% Unspecified be verified by anyone who would rely o
B3 Wall/Plate 3-12"x 1-3/4" 541 lbs 20.8% 11.8% Unspecified output as evidence of suitability for
particular application.Output here basec
Notes properties
building code-accepted design
properties and analysis methods.
Design meets Code minimum (L240)Total load deflection criteria. hstaflation of BOISE engineered wood
Design meets Code minimum(L/360)Live load deflection criteria. products must be in accordance with
Design meets arbitrary(1")Maximum total load deflection criteria. current Installation Guide and applicable
Calculations assume Member is Fully Braced. building codes.To obtain Installation Guif
Design based on Dry Service Condition. or ask questions,please call
Deflections less than 1/8"were ignored in the results. (800)232-0788 before installation.
BC CALL®,BC FRAMER®,AJST"',
ALLJOIST®,BC RIM BOARDTT",BCI®,
BOISE GLULAMT"',SIMPLE FRAMNG
SYSTEM®,VERSA-LAM,VERSA-RIM
PLUS®,VERSA-RMS,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page2 of2
,
'1)Boccascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J9(i2549)
Dryj 1 span I No cantilevers 1 0/12 slope September 23,2015 12:58:38
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J9(i2549)
Address: LOT 3 Specifier: PDG
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
7 - as G k4'- T- Y d ` �r r4
'. , �,�-�us ,. ,., .-,..,,,,k. . .' ., n��� .,�v „4' d;,d.,,�'.sk'�3�� � �sw*ri �r ��z�` ,:�-.�r.� � ,#£t. mom: ..., �ur�e.. �- �_,., .�.,,.
13-01-04
BO B1
Total Horizontal Roduct Length=13-01-04
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/8" 524/0 131/0
B1,4-3/8" 524/0 131/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 13-01-04 80 20 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 1,953 ft-lbs 62% 100% 1 06-06-10 be verified by anyone who would rely on
End Reaction 655 lbs 46% 100% 1 00-00-00 output as evidence of suitability for
End Shear 619 lbs 38.1% 100% 1 00-04-06 particular application.Output here based
Total Load Defl. U865(0.173") 41.6% n/a 1 06-06-10 on building code-accepted design
Live Load Defl. 01,081 (0.139") 44.4% n/a 2 06-06-10 properties and analysis methods.
Max Defl. 0.173" 17.3% n/a 1 06-06-10 Installation of BOISE engineered wood
Span/Depth 12.6 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
%Allow %Allow or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.
BO VVaII/PI ate 4-3/8"x2" 655 lbs 17.6% 46% Unspecified
B1 Wall/Plate 4-3/8"x2" 655 lbs 17.6% 46% Unspecified BC CALM, BCFRAMER®,AJSTM',
ALLJOIST®,BC RIM BOARDT*', BCI®,
Notes BOISEGLULAMT,A,SIMPLE FRAMING
SYSTEM®,VERSA-LAMB,VERSA-RIM
Design meets User specified (L/360)Total load deflection criteria. PLUS® VERSA-RM®
Design meets User specified(L/480)Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are
Design meets arbitrary(1")Maximum total load deflection criteria. trademarks of Boise Cascade Wood
Calculations assume Member is Fully Braced. Products L.L.C.
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
*RA*cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists J6(i2591)
Dry 12 spans I No cantilevers 10/12 slope September 23,2015 12:58:38
BC CALCO Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J6(i2591)
Address: LOT 3 Specifier: PDG
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
.„I, v v 7 ,i,—,,i,—,7 C, V ‘.1, v v ,7 ,'< <y ,IS v „ :ii, Ji o tz v i, lZ�i ` ? ,: ,1 7 ,7 ,,--L—i LI
'%'=%. �+ti•. a ter§. _...... -21,< _,- ., £,; .. .. � •.. �.� .-. �'-.. .dna -d ',< `�'. ..�..,w�`.�.nr, a� s,� ..�sM.._ �„� u , .�s2. ..
11-00-04 I 14-00-00
BO B1 B2
Total Horizontal Product Length=25-00-04
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0, 1-3/4" 399/93 77/0
B1,3-12" 1,240/0 310/0
B2 491/36 114/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start Bid 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(lb/ft) L -00-00-00 25-00-04 80 20 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 1,768 ft-lbs 56.1% 100% 3 18-11-02
Neg.Moment -1,885 ft-lbs 59.8% 100% 1 11-00-04
End Reaction 605lbs 56.6% 100% 3 25-00-04
Int.Reaction 1,5501bs 68.9% 100% 1 11-00-04
End Shear 588 lbs 36.2% 100% 3 24-10-04
Cont Shear 816 lbs 50.2% 100% 1 11-02-00
Uplift -16 lbs n/a 100% 3 00-00-00
Total Load Defl. L/922(0.181") 39.1% n/a 3 18-04-08
Live Load Defl. U1,112 (0.15") 432% n/a 6 18-04-08
Total Neg.Defl. U999(-0.028") n/a n/a 3 07-00-03
Max Defl. 0.181" 18.1% n/a 3 18-04-08
Span/Depth 14 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L xW) Value Support Member Material
BO WaII/PI ate 1-3/4"x2" 476 lbs 32% 47.1% Unspecified
B1 Beam 3-12"x2" 1,550 lbs 54.7% 68.9% Unspecified
B2 Hanger 2"x2" 605 lbs 47.8% 56.6% ITS2.06/11.88
Cautions
Hanger ITS2.06/11.88 requires (2) 10dx1.5 face nails,(4)10dx1.5 TF nails,(2)Strong-Grip joist
nails.
Notes
Page 1 of 2
�'/�esiscCascadc Single 11-7/8" BCI® 5000-1.7 DF Upper LevellFloor Joists\J6(i259'
Dry'2 spans I No cantilevers 10/12 slope September 23,2015 12:58:
BC CALCO Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.m mdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J6(i2E
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
Design meets User specified(L/360)Total load deflection criteria. Disclosure
Design meets User specified(L/480)Live load deflection criteria. Completeness and accuracy of input nt
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely o
Calculations assume Member is Fully Braced. output as evidence of suitability for
Hanger Manufacturer Simpson Strong-Tie,Inc. particular application.Output here basec
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member. on building code-accepted design
properties and analysis methods.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results. hstaRation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation GUI
or ask questions,please call
(800)232-0788 before installation.
BC CALOS,BC FRAPV ,AJST"',
ALLJOIST®,BC RM BOARDT",BCI,
BOISE GLULAMT"',StAFLE FRAMING
SYSTEMS,VERSA-LAM,VERSA-RIM
PLUSe,VERSA-RMS,
VERSA-STRAND®,VERSA-STUDS are
trademarks of Boise Cascade Wood
Products L.L.C.
Paget of2
'�BoiseCascade. Single 11-7/8" BCI® 5000-1.7 DF Upper Level'Floor Joists\J8(i2564)
``��++�� Drys 1 span I No cantilevers 1 0/12 slope September 23,2015 12:58:39
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J8(i2564)
Address: LOT 3 Specifier. PDG
City,State,Zp:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
o ' 1
._ ; °fs-,Y-u,` Y ,4 P.k - sF.,r.µ,7. 4N:' * i ,a3' T:✓iy,'`✓5 a ,r..;
14-01-14
BO B1
Total Horizontal Product Length=14-01-14
Reaction Summary(Down I Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 567/0 142/0
B1, 1-3/4" 565/0 141/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 14-01-14 80 20 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
0 100%
Pos.Moment 2,439 ft-lbs 77.4% 1 07-01-01 be verified by anyone who would rey on
End Reaction 707 lbs 70% 100% 1 14-01-14 output as evidence of suitability for
End Shear 692 lbs 42.6% 100% 1 00-02-00 particular application.Output here based
Total Load Defl. L1642(0.261") 56.1% n/a 1 07-01-01 on building code-accepted design
Live Load Defl. L/802(0.209") 59.9% n/a 2 07-01-01 properties and analysis methods.
Max Defl. 0.261" 26.1% n/a 1 07-01-01 hstallation of BOISE engineered wood
Span/Depth 14.1 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
%Allow %Allow or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.
BO Hanger 2"x2" 709 lbs n/a 66.3% IUS 2.06/11.88
B1 Wall/Plate 1-3/4"x 2" 707 lbs 47.5% 70% Unspecified BC CALL®, BC FRAMER®,AJSTM',
ALLJOIST®, BC RIM BOARDT"', BCI®,
Cautions BOISE GLULA Wm,SIMPLE FRAMING
SYSTEM®,VERSA-LAM®VERSA-RIM
Hanger IUS 2.06/11.88 requires (10)10d face nails,(2) joist nails. PLUS®,VERSA-RM®,
VERSA-STRAND®,VERSA-STUD®are
Notes trademarks of Boise Cascade Wood
Design meets User specified (L/360)Total load deflection criteria. Products L.L.C.
Design meets User specified (L/480)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Hanger Manufacturer: Simpson Strong-Tie,Inc.
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
'*Base cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level1Floor Joists\J8(i2551)
``��++�� Dry' 1 span I No cantilevers 1 0/12 slope September 23,2015 12:58:39
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists U802551)
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
t 1 l r,.._,I,_ 1, ,, .i j, ,i, ,, ,I, „ „ .1-_ 6 0 ,:' `1 ,.L�I ,' ,1 , 1 ,I I
140&12
BO B1
Total Horizontal Product Length=14-08-12
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/8" 597/0 149/0
B1 581/0 145/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start Bid 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(lb/ft) L 00-00-00 14-08-12 80 20 n/a 1
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 2,564 ft-lbs 81.4% 100% 1 07-05-09 be verified by anyone who would rely on
End Reaction 727 lbs 68% 100% 1 14-08-12 output as evidence of suitability for
End Shear 710 lbs 43.7% 100% 1 00-04-06 particular application.Output here based
Total Load Defl. L/599(0.287") 60.1% n/a 1 07-05-09 on building code-accepted design
Live Load Defl. LJ749(0.229") 64.1% n/a 2 07-05-09 properties and analysis methods.
Max Defl. 0.287" 28.7% n/a 1 07-05-09 Installation of BOISE engineered wood
Span/Depth 14.5 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
%Allow %Allow or ask questions,please call
Bearing Supports Dim.(L xW) Value Support Member Material (800)232-0788 before installation.
BO Wall/Plate 4-3/8"x2" 746 lbs 20.1% 52.4% Unspecified
B1 Hanger 2"x2" 727 lbs n/a 68% IUS2.06/11.88 BCCALM,BC FRAMER®,AJSTM',
ALLJOIST®,BC RIM BOARD K,BCI®,
Cautions BOISEGLULAMTM',SIMPLE FRAMING
SYSTEMS),VERSA-LAME),VERSA-RIM
Hanger IUS 2.06/11.88 requires (10) 10d face nails,(2) joist nails. PLUS® VERSA-RMS,
VERSA-STRAND®,VERSA-STUD®are
Notes trademarks of Boise Cascade Wood
Design meets User specified(L/360)Total load deflection criteria. Products L.L.C.
Design meets User specified(L/480)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Hanger Manufacturer: Simpson Strong-Tie,Inc.
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
'�soa
�Ysccascade Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor Joists\J7(i2589)
Dryl 2 spans 1No cantilevers 10/12 slope September 23,2015 12:58:39
BC CALC®Design Report 24 OCS I Repetitive 1 Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists J7(i2589)
Address: LOT3 Specifier: PDG
City,State,Zp:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
LI I ,
,, ,i lT r, \,__ C�--„_� / „ , / ,I, s, „o �J i 7v., ,1 Ali ..L_1 i V V V Vl \, V V
, ,y,; ' ;4,,,- s .: - . '`v0-" au"Z� - ., '
06-09-13 IB14-00-00
BO 1 B2
Total Horizontal Product Length=20-09-13
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 262/178 21 /0
B1,3-12" 1,132/0 283/0
B2 488/10 119/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start Bid 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(lb/ft) L 00-00-00 20-09-13 81 20 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 1,750 ft-lbs 55.5% 100% 3 14-10-14
Neg.Moment -1,663 ft-lbs 52.8% 100% 1 06-09-13
End Reaction 607 lbs 56.8% 100% 3 20-09-13
Int.Reaction 1,4151bs 62.9% 100% 1 06-09-13
End Shear 590 lbs 36.3% 100% 3 20-07-13
Cont.Shear 811 lbs 49.9% 100% 1 06-11-09
Uplift -157 lbs n/a 100% 3 00-00-00
Total Load Defl. L/937(0.178') 38.4% n/a 3 14-02-02
Live Load Defl. U1,160 (0.144") 41.4% n/a 6 14-02-02 1
Total Neg.Deli. U999(-0.016") n/a n/a 3 04-01-09
Max Defl. 0.178" 17.8% n/a 3 14-02-02
Span/Depth 14 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO Hanger 2"x2" 282 lbs 29.1% 19.6% IUS2.06/11.88
BO Hanger Uplift 2"x2" 1571bs 66.9% n/a IUS2.06/11.88
B1 Beam 3-12"x2" 1,415 lbs 49.9% 62.9% Unspecified
B2 Hanger 2"x2" 607 lbs 48% 56.8% ITS2.06/11.88
Cautions
Uplift of-157lbs found at span 1 -Left.
Web stiffeners required at bearing BO.
Hanger IUS2.06/11.88 requires (10) 10dx1.5 face nails,(2)10dx1.5 joist nails.
Hanger ITS2.06/11.88 requires (2)10dx1.5 face nails,(4)10dx1.5 TF nails,(2)Strong-Grip joist
nails.
Notes
Page 1 of2
® eisoCscadeSingle 11-7/8" BC ) 5000-1.7 DF Upper LeveltFloor JoistsJ7(i258Dry'2 spans I No cantilevers 10/12 slope September 23,2015 12:58::
BC CALC®Design Report MM 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.m mdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists`17(i2f.
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
Design meets User specified(L/360)Total load deflection criteria. Disclosure
Design meets User specified(U480)Live load deflection criteria. Completeness and accuracy of input rrx,
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely o
Calculations assume Member is Fully Braced. output as evidence of suitability for
Hanger Manufacturer: Simpson Strong-Tie,Inc. particular application.Output here basec
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member. on building code-accepted design
Design based on Dry Service Condition. properties and analysis methods.
Deflections less than 1/8"were ignored in the results. Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guii
or ask questions,please call
(800)232-0788 before installation.
BC CALC®,BC FRAMER®,AJSTM,
ALLJOIST®,BC RM BOARDTM,BCIB),
BOISE GLUAMTM',SMPLE FRAMING
SYSTEM/',VERSA-LAMB',VERSA-RM
PLUS®,VERSA-RMB),
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page2 oft
. Bosecascade Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor Joists\J11(i2488)
`�+� Dry' 1 span I No cantilevers 10/12 slope September 23,2015 12:58:39
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J11(i2488
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
___,7__ I ,L 1, ,' '', 4. v , ,,,__L_, I „, ,� ,', I, ..,, cC „ ,,,
< . _ ; .P,._. �w r_-__ ,� �.. .. . -- . , _ . te ,,r g,
07-04-14
BO B1
Total Horizontal A oduct Length=07-04-14
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 309/0 77/0
B1 309/0 77/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(lb/ft) L 00-00-00 07-04-14 83 21 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 674 ft-lbs 21.4% 100% 1 03-08-07 be verified by anyone who would rely on
End Reaction 386 lbs 36.1% 100% 1 00-00-00 output as evidence of suitability for
End Shear 368 lbs 22.7% 100% 1 00-02-00 particular application.Output here based
Total Load Defl. L/999(0.027") n/a n/a 1 03-08-07 on building code-accepted design
Live Load Defl. L/999(0.021") n/a n/a 2 03-08-07 properties and analysis methods.
Max Dell. 0.027" n/a n/a 1 03-08-07 Installation of BOISE engineered wood
Span/Depth 7.3 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
%Allow %Allow or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.
BO Hanger 2"x2" 386 lbs 39.8% 36.1% IUS2.06/11.88
B1 Hanger 2"x2" 386 lbs 39.8% 36.1% IUS2.06/11.88 BC CALM),BC FRAMER®,AJSM,
ALLJOIST®,BC RIM BOARD'', BCI®,
CautionsBOISEGLULAMTM',SIM'LEFRAMING
SYSTEMS,VERSA-LAMS,VERSA-RIM
Hanger IUS2.06/11.88 requires (10) 10dx1.5 face nails,(2)Strong-Grip joist nails. PLUS®,VERSA-RIND,
VERSA-STRAND®,VERSA-STUDIO are
Notes trademarks of Boise Cascade Wood
Design meets User specified (L/360)Total load deflection criteria. Products L.L.C.
Design meets User specified(L/480)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Hanger Manufacturer: Simpson Strong-Tie,Inc.
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
wBOtSecascedc Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor Joists1.11802509)
ICO Dry!1 span I No cantilevers 10/12 slope September 23, 2015 12:58:39
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J8(i2509)
Address: LOT3 Specifier: PDG
City,State,Zp:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
I 1 j 1I, n v ,-i ; v J ; j - . . 0 I mo; ; ; I ,i, 1 «moi Q I .I
77,71,7:i €' . wy.' `T s -nom Kr 7. 7, S ':,-.4,;-7,77--i-,.--„,
r q -;,;,i,..1.1:.,-,
.-7,7'77i-,Z T .w ,�.. ' 'k. ? l " ' 5,1r
r m w k w 8 2 x .q, ' a w "rc :'. :1
':".
� µµ,,,, ,?
:x, �&, k. "�.Y . , . ,.�. .arm_.,w`� �v'„ � Y`> '�i�',�r` s�+.. v�a�,....',','.4,.., ;�"Yr .. � •in �� w.ti ,� '� ..
14-ia10
BO B1
Total Horizontal Product Length=14-10-10
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/8” 580/0 145/0
B1 565/0 141/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(lb/ft) L 00-00-00 14-10-10 77 19 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 2,518 ft-lbs 79.9% 100% 1 07-05-12 be verified by anyone who would rely on
End Reaction 706 lbs 66% 100% 1 14-10-10 output as evidence of suitability for
End Shear 690 lbs 42.4% 100% 1 00-04-06 particular application.Output here based
Total Load Defl. L/606(0.287") 59.4% n/a 1 07-05-12 on building code-accepted design
Live Load Defl. L/757(0.229") 63.4% n/a 2 07-05-12 properties and analysis methods.
Max Defl. 0.287" 28.7% n/a 1 07-05-12 Installation of BOISE engineered wood
Span/Depth 14.6 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
%Allow %Allow or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.
BO Wall/Plate 4-3/8"x2" 725 lbs 19.5% 50.9% Unspecified
B1 Hanger 2"x2" 706 lbs 72.8% 66% IU S2.06/11.88 BCCALM, BC FRAMER®,AJSTM',
ALLJOIST®, BC RIM BOARDTM', BCI®,
Cautions BOISE GLULAMTM',SIMPLE FRAMING
SYSTEM®,VERSA-LAMJD,VERSA-RIM
Hanger IUS2.06/11.88 requires (1 0) 10dx1.5 face nails,(2)Strong-Grip joist nails. PLUS® VERSA-RIM,
VERSA-STRAND®,VERSA-STUD®are
Notes trademarks of Boise Cascade Wood
Design meets User specified (L/360)Total load deflection criteria. Products L.L.C.
Design meets User specified (L/480)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Hanger Manufacturer: Simpson Strong-Tie,Inc.
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
®Bo'seCscadeSingle 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor JoistsW12(i2568)
Dry12 spans 1 Left cantileer 10/12 slope September 23,2015 12:58:39
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\FloorJoists\Upper Level\FloorJoists\J12(i2568
Address: LOT 3 Specifier: PDG
City,State,Zp:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
Xe
0 I 1
� s rw u ' k �s � is � • z r^,' � cw� 'C p`"
'4T4°
15A,,, ,>? x ��xi , a� � . z� ,:"'na� ��> ' . ,. "" �� .� � £ .k�z �� tr�.14;Leis"
01-01-10 04-09-06
B1 B2
Total Horizontal Product Length=05-11-00
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B1,5-1/2" 163/0 41 /0
B2 124/7 29/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start Bid 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 01-01-10 11 3 n/a
1 FC2 Floor Material Unf.Lin.(lb/ft) L 01-01-10 05-11-00 51 13 n/a
2 FC2 Floor Material Conc.Pt.(lbs) L 00-00-04 00-00-04 25 6 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 169 ft-lbs 5.4% 100% 3 03-05-13
Neg.Moment -43 ft-lbs 1.4% 100% 1 01-01-10
End Reaction 153 lbs 14.4% 100% 3 05-11-00
Int.Reaction 204 lbs 6.8% 100% 1 01-01-10
End Shear 143 lbs 8.8% 100% 3 05-09-00
Cont.Shear 143 lbs 8.8% 100% 1 01-04-06
Total Load Defl. L/999(0.004') n/a n/a 3 03-05-13
Live Load Defl. L/999(0.004') n/a n/a 6 03-05-13
Total Neg.Defl. 2xU1,998(-0.001") n/a n/a 3 00-00-00
Max Defl. 0.004" n/a n/a 3 03-05-13
Cant.Max Defl. -0.001" n/a n/a 3 00-00-00
Span/Depth 4.7 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 \Na ll/PIate 5-1/2x2" 204 lbs 4.4% 8.1% Unspecified
B2 Hanger 2"x2" 153 lbs 12.9% 14.3% IUS2.06/11.88
Cautions
Hanger IUS2.06/11.88 requires (10) 10d face nails,(2)Strong-Grip joist nails.
Design assumes Top and Bottom flanges to be restrained.
Notes
Page 1 of2
®BOisOCSC3dC Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor Joists1J12(i2561
Drys 2 spans 1 Left cantilever 10/12 slope September 23,2015 12:58:
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J12(i2
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 M sc:
Design meets User specified(L/360)Total load deflection criteria. Disclosure
Design meets User specified(L/480)Live load deflection criteria. Completeness and accuracy of input rrt.
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely o
Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. output as evidence of suitability for
Calculations assume Member is Fully Braced. particular application.Output here bases
Hanger Manufacturer: Simpson Strong-Tie,Inc. on building code-accepted design
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member. properties and analysis methods.
Design based on Dry Service Condition. Installation of BOISE engineered wood
Deflections less than 1/8"were ignored in the results. products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Gull
or ask questions,please call
(800)232-0788 before installation.
BC CALL®,BC FRAMER®,AJSTM',
ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMTM',SMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page2 of2
. ,
®BoiseCscdCSingle 1-3/4" x 11-7/8" VERSA-LAM& 2.0 2800 DF Upper LeveR... J1(i2507)
Dryl2 spans I Leftcantilever 10/12 slope September 23,2015 12:58:40
BC CALC®Design Report 24 OCS 1 Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J1(i2507)
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
1
rn °`r - kap. , X7m- 7i4,4'`-,;.1
, ,h ; r 'd . �+'' a :
>iM .�' Y'�a 41'w ti P.�, �' �:.. li ,e� 4ss'� .. A,+ Y 6my .,.. n.,
01-01-10 04-09-06
B1 B2
Total Horizontal Product Length=05-11-00
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B1,5-1/2" 129/0 350/0 342/0
B2 99/6 0/38 0/66
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(lb/ft) L 00-00-00 01-01-10 11 3 n/a
1 FC2 Floor Material Unf.Lin.(Ib/ft) L 01-01-10 05-11-00 40 10 n/a
2 FC2 Floor Material Conc.Pt.(lbs) L 00-00-04 00-00-04 18 260 275 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 28 ft-lbs 0.3% 100% 3 04-08-10
Neg.Moment -6001t lbs 5.2% 115% 4 01-01-10
End Shear 97 lbs 2.1% 115% 4 02-04-04
Cont.Shear 482 lbs 10.6% 115% 4 -00-01-00
Uplift -105lbs n/a 115% 4 05-11-00
Total Load Defl. 2xU1,998(0.003") n/a n/a 4 00-00-00
Live Load Defl. 2xU1,998(0.002") n/a n/a 27 00-00-00
Total Neg.Defl. L/999(-0.002') n/a n/a 4 03-01-00
Max Defl. -0.002" n/a n/a 4 03-01-00
Cant.Max Defl. 0.003" n/a n/a 4 00-00-00
Span/Depth 4.7 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Wall/Plate 5-1/2"x 1-3/4" 703 lbs 17.2% 9.7% Unspecified
B2 Hanger 2-1/2"x1-3/4" 60 lbs 3.8% 3.2% HU11
B2 Hanger Uplift 2-1/2"x1-3/4" 105 lbs 17.2% 3.2% HU11
Cautions
Uplift of-105 lbs found at span 2-Right.
Hanger HU11 requires (22) 10d face nails,(6)10dx1.5 joist nails.
Notes
Page 1 of2
*noise Cascade Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 2800 DF Upper LeveR...1J1(i2501
Dry)2 spans I Left cantil ever 10/12 slope September 23,2015 12:58:
BC CALC®Design Report 1111 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J1(i2°
Address: LOT3 Specifier: PDG
City,State,Zp:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
Design meets User specified(2xL/360)Total load deflection criteria. Disclosure
Design meets User specified(2)d_/480)Live load deflection criteria. Completeness and accuracy of input mc.
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely o
Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. output as evidence of suitability for
Calculations assume Member is Fully Braced. particular application.Output here basec
Hanger Manufacturer: Simpson Strong-Tie,Inc. on building code-accepted design
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member. properties and analysis methods.
Unbalanced snow loads determined from building geometry were used in selected product's hstallation of BOISE engineered wood
verification. products crust be in accordance with
Design based on Dry Service Condition. current Installation Guide and applicable
Deflections less than 1/8"were ignored in the results. building codes.To obtain Installation Guil
or ask questions,please call
(800)232-0788 before installation.
BC CALO®,BC FRAMER®,AJST",
ALLJOIST®,BC RIM BOARDT",BCI®,
BOISE GLULAMT",SIMPLE FRAMING
SYSTEMS,VERSA-LAMS VERSA-RIM
PLUS®,VB SA-RIMS,
VERSA-STRANDS),VERSA-STUDS are
trademarks of Boise Cascade Wood
Roducts L.L.C.
Page 2 of 2
' ®Bi$eCascedo Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor Joists\J7(i2504)
Dry l 2 spans I No cantilevers 10/12 slope September 23,2015 12:58:40
BC CALC®Design Report 24 OCS 1 Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.m mdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor JoistsV17(12504)
Address: LOT 3 Specifier: PDG
City,State,Zip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
,, ,. , ,i i i v v i v ,1 -7 „ h -04J ,—.---_i , S 6 y v d b - I, b 6 6 a
'` fin,. ', ,«f,f,-;14E.,4, 777-717;sad' - i ,-- s4 r s-.. rx ;:t, ;1r r"ur"" a 7� '.. „,""� 7_,-��`
sA;144, is -*' ,: £.. � ,,. -- d , S ° �` .' • ,:v a P .*- ;
.��. ��"{�iv::: :t'�8iu�',� „���,�....�,.2.,,,.-1}4f.,., � rc..`�.� :fin "rt'�"a.�&��.�',,r ,i��"�.,>,��� ,.� `;� s,'�?A.�`. .,�*tee .m� � : ?� '�e''n M.,'A -ate,;
•- 12-10-10 07-04-10
BO B1 B2
Total Horizontal R oduct Length=20-03-04
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/8" 455/13 111/0
B1,3-1/2" 1,023/0 256/0
B2,4-3/8" 285/129 39/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 20-03-04 80 20 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 1,433 ft-lbs 45.5% 100% 2 05-06-15
Neg.Moment -1,342 ft-lbs 42.6% 100% 1 12-10-10
End Reaction 566 lbs 39.7% 100% 2 00-00-00
Int.Reaction 1,2791bs 56.9% 100% 1 12-10-10
End Shear 529 lbs 32.6% 100% 2 00-04-06
Cont Shear 721 lbs 44.4% 100% 1 12-08-14
Uplift -90 lbs n/a 100% 2 20-03-04
Total Load Defl. U1,205 (0.125') 29.9% n/a 2 06-02-12
Live Load Defl. L/999(0.10Z') n/a n/a 5 06-02-12
Total Neg.Defl. L/999(-0.012") n/a n/a 2 15-08-07
Max Defl. 0.125" 12.5% n/a 2 06-02-12
Span/Depth 12.7 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L xW) Value Support Member Material
BO Wall/Plate 4-3/8"x2" 566 lbs 15.2% 39.7% Unspecified
B1 V\hall/Plate 3-12"x2" 1,279 lbs 43% 56.9% Unspecified
B2 V\/all/Plate 4-3/8"x2" 324 lbs 8.7% 22.7% Unspecified
Cautions
Uplift of-90 lbs found at span 2-Right.
Notes
Page 1 of2
® sisecscaae Single 11-7/8" BCI® 5000-1.7 DF Upper Level%Floor JoistsW7(i250Dry'2 spans I No cantilevers 10/12 slope September 23,2015 12:58:L
BC CALC®Design Report 24 OCS I Repetitive I Gued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J7(i2E
Address: LOT3 Specifier: PDG
City,State,Zp:, Designer.
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
Design meets User specified(L/360)Total load deflection criteria. Disclosure
Design meets User specified(L/480)Live load deflection criteria. Completeness and accuracy of input m t.
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely o
Calculations assume Member is Fully Braced. output as evidence of suitability for
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member. particular application.Output here basec
Design based on Dry Service Condition. on building code-accepted design
Deflections less than 1/8"were ignored in the results. properties and analysis methods.
hstallation of BOISE engineered wood
products must be in accordance w ith
current Installation Guide and applicable
building codes.To obtain Installation Guih
or ask questions,please call
(800)232-0788 before installation.
BC CALM,BC FRAMER®,AJST"',
ALLJOIST®,BC RIM BOA Ran",BCI®,
BOISE GLULAMT"',SIVPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RMV,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2
.�Bo1socascade Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor JoistsW5(i2542)
�iiY� Dry 12 spans I No cantilevers 10/12 slope September 23, 2015 12:58:40
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J5(i2542)
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
0 1 1
� ,, , --,-;'";LES,,.��t : . , way_ , , ,..041.1Zed', 7— _- fi ,.,.. n. 1 �e..
12-10-10 13-09-08
BO B1 B2
Total l-br¢ontal Product Length=26-08-02
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/8" 471/74 99/0
B1,3-12" 1,302/0 325/0
B2, 1-3/4" 487/52 109/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(lb/ft) L 00-00-00 26-08-02 80 20 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Corrpleteness and accuracy of input must
Pos.Moment 1,728 ft lbs 54.9% 100% 3 20-08-03 be verified by anyone w ho w ould rely on
Neg.Moment -2,053 ft-lbs 65.2% 100% 1 12-10-10 output as evidence of suitability for
End Reaction 596 lbs 59.1% 100% 3 26-08-02 particular application.Output here based
Int.Reaction 1,627 lbs 72.3% 100% 1 12-10-10 on building code-accepted design
End Shear 582 lbs 35.8% 100% 3 26-06-06 properties and analysis methods.
Cont.Shear 821 lbs 50.5% 100% 1 13-00-06 Installation of BOISE engineered wood
Total Load Defl. L/950(0.173") 37.9% n/a 3 20-01-11 products must be in accordance with
Live Load Defl. UI,127 (0.146") 42.6% n/a 6 20-01-11 current Installation Guide and applicable
Total Neg.Defl. L/999(-0.028") n/a n/a 3 08-07-15 building codes.To obtain Installation Guide
or ask questions,please call
Max Defl. 0.173" 17.3% n/a 3 20-01-11
Span/Depth 13.9 n/a n/a 0 00-00-00 (800)232-0788 before installation.
BC CALM, BC FRAMER®,AJS'',
%Allow %Allow ALLJOIST®,BC RIM BOARDTM',BCI®,
Bearing Supports Dim.(L xW) Value Support Member Material BOISEGLULAMTM',SIMPLE FRAMING
BO Wall/Plate 4-3/8"x2" 570 lbs 15.3% 40% Unspecified SYSTEM,VERSA-LAMS),VERSA-RIM
B1 V'Fall/Plate 3-12"x2" 1,627Ibs 54.7% 72.3% Unspecified PLUS®,VERSA-RNIB,
B2 Beam 1-3/4"x2" 596 lbs 42.1% 59.1% Unspecified VERSA-STRANDS),VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Notes
Design meets User specified (L/360)Total load deflection criteria.
Design meets User specified (L/480)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
• ®BisCCseødcSingle 11-7/8" BCI® 5000-1.7 DF Upper LevelRFloor Joists1J4(i2586)
Dry 12 spans 1 No cantilevers 10/12 slope September 23,2015 12:58:40
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists U402586)
Address: LOT3 Specifier: PDG
City,State,Zp:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
«�> 1, til v v 0 li 1 b —�1 u
kt, '" k,c7w � � sr x s 6 ,.. , idY t �� � r ` 7 r7-71, � . z, *° r .1.1,:: i�a� � 3i ?.t' �Pe. ' ..� � ^' � x � :ate
„
13-08-04 I 14-00-00
BO B1 B2
Total Horizontal Product Length=27-08-04
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,1-3/4" 487/68 105/0
B1,3-1/2" 1,361 /0 340/0
B2 497/63 109/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(Ib/ft) L -00-00-00 27-08-04 80 20 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 1,775 ft-lbs 56.3% 100% 3 21-07-02
Neg.Moment -2,245 ft-lbs 71.3% 100% 1 13-08-04
End Reaction 592 lbs 58.6% 100% 2 00-00-00
Int.Reaction 1,702 lbs 75.6% 100% 1 13-08-04
End Shear 590 lbs 36.3% 100% 3 27-06-04
Cont Shear 842lbs 51.8% 100% 1 13-10-00
Total Load Defl. L/918(0.182") 39.2% n/a 3 21-00-08
Live Load Defl. U1,078 (0.155") 44.5% n/a 6 20-10-05
Total Neg.Defl. L/999(-0.03") n/a n/a 3 09-05-02
Max Defl. 0.182" 18.2% n/a 3 21-00-08
Span/Depth 14 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
BO Beam 1-3/4"x2" 592 lbs 41.7% 58.6% Unspecified
B1 Beam 3-12"x2" 1,702 lbs 60% 75.6% Unspecified
B2 Hanger 2"x2" 606 lbs 47.9% 56.7% ITS2.06/11.88
Cautions
Hanger ITS2.06/11.88 requires (2) 10dx1.5 face nails,(4)10dx1.5 TF nails,(2)Strong-Grip joist
nails.
Notes
Page 1 of2
BoisoCascada. Single 11-7/8" BCI® 5000-1.7 DF Upper LeveltFloor JoistsW4(i258E
Drys 2 spans I No cantilevers 10/12 slope September 23,2015 12:58:1
BC CALC®Design Report - 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor JoistsU4(i2E
Address: LOT3 Specifier: PDG
City,State,Zp:, Designer.
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
Design meets User specified(L/360)Total load deflection criteria. Disclosure
Design meets User specified(L/480)Live load deflection criteria. Completeness and accuracy of input nx.
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely o
Calculations assume Member is Fully Braced. output as evidence of suitability for
Hanger Manufacturer: Simpson Strong-Tie,Inc. particular application.Output here basec
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member. on building code-accepted design
Design based on Dry Service Condition. properties and analysis methods.
Deflections less than 1/8"were ignored in the results. hstallation of BOISE engineered wood
products must be in accordance w ith
current Installation Guide and applicable
building codes.To obtain Installation Gull
or ask questions,please call
(800)232-0788 before installation.
BC CA LOS,BC FRAMER®,AJSTK,
ALLJOIST®,BC RM BOARDTM',BCI®
BOISE GLULAMN,SMPLE FRAMING
SYSTEMS,VERSA-LAMS,VERSA-RM
PLUS®,VERSA-RMS,
VERSA-STRANDS,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page2 of2
'IjTJ
Nola*Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor Joists\J10(i2459)
��%% Dry'1 span I No cantilevers 10/12 slope September 23,2015 12:58:40
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists U1002459
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
0
I �� , -, ,, ,I h c5 cS ..I » ,I, b 1 7 �I' `i , -, 17 , 7
1o b ri, v , ,[ o ri .
10-02-04
BO B1
Total Horizontal A oduct Length=10-02-04
Reaction Summary(Down I Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 409/0 102/0
B1, 1-3/4" 422/0 105/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 10-02-04 40 10 n/a
1 FC2 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 07-03-14 40 10 n/a
2 FC2 Floor Material Unf.Lin.(Ib/ft) L 07-03-14 10-00-08 42 10 n/a
3 FC2 Floor Material Conc.Pt.(lbs) L 10-01-06 10-01-06 17 4 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 1,254 ft-lbs 39.8% 100% 1 05-01-04
End Reaction 527 lbs 522% 100% 1 10-02-04
End Shear 498 lbs 30.7% 100% 1 10-00-08
Total Load Defl. L/999(0.078') n/a n/a 1 05-01-04
Live Load Defl. L/999(0.062') n/a n/a 2 05-01-04
Max Defl. 0.078" n/a n/a 1 05-01-04
Span/Depth 10.1 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO Hanger 2"x2" 511 lbs n/a 47.8% IUS 2.06/11.88
B1 Wall/Plate 1-3/4"x 2" 527 lbs 35.4% 52.2% Unspecified
Cautions
Hanger IUS 2.06/11.88 requires (10) 10d face nails,(2) joist nails.
Notes
Page 1 of2
Boise cascade Single 11-7/8" BCI® 5000-1.7 DF Upper LevellFloor JoistsW10(i2451
Dry'1 span I No cantilevers 10/12 slope September 23,2015 12:58:4
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.m mdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor JoistsU10(i[
Address: LOT 3 Specifier: PDG
City,State,Zip:, Designer.
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
Design meets User specified(L/360)Total load deflection criteria. Disclosure
Design meets User specified(L/480)Live load deflection criteria. Completeness and accuracy of input n.
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely o
Calculations assume Member is Fully Braced. output as evidence of suitability for
Hanger Manufacturer: Simpson Strong-Tie,Inc. particular application.Output here basec
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member. on building code-accepted design
Design based on Dry Service Condition. properties and analysis methods.
Deflections less than 1/8"were ignored in the results. hstalation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guii
or ask questions,please call
(800)232-0788 before installation.
BC CALO5,BC FRAMED,AJST",
ALLJOIST®,BC RIM BOARDT",BCI ),
BOISE GLULAMT"",SWPLE FRAMING
SYSTEMS,VERSA-LAM®,VERSA-RAM
PLUS®,VERSA-RMV,
VERSA-STRAND®,VERSA-STUDS)are
trademarks of Boise Cascade Wood
Products L.L.C.
Page2 of2
®Boccede Single 11-7/8" BC ® 5000-1.7 DF Upper LevelFloor JoistsW3(i2574)
Dry 12 spans I No cantilevers 10/12 slope September 23,2015 12:58:41
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.m mdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J3(i2574)
Address: LOT 3 Specifier: PDG
City,State,Zp:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
., , „,7,, E ',.,. 1..,-..,. ..F. T .c ':, : .+;-•,: _ .;,,...3....,... .,.0 ,.r:1 . v, _ .. `.. a .'.
14-11-14 I 14-00-00
BO B1 B2
Total Horizontal Product Length=28-11-14
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,1-3/4" 523/51 118/0
B1,3-12" 1,336/0 334/0
B2 428/79 87/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf.Lin.(Ib/ft) L 00-00-07 14-11-14 40 10 n/a
1 FC2 Floor Material Unf.Lin.(Ib/ft) L 00-00-07 08-01-03 38 9 n/a
2 FC2 Floor Material Unf.Lin.(Ib/ft) L 08-01-03 14-11-14 42 10 n/a
3 FC2 Floor Material Unf.Lin.(Ib/ft) L 14-11-14 28-11-14 68 17 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 2,033 ft-lbs 64.5% 100% 2 06-06-14
Neg.Moment -2,321 ft lbs 73.7% 100% 1 14-11-14
End Reaction 641 lbs 63.5% 100% 2 00-00-00
Int.Reaction 1,670lbs 74.2% 100% 1 14-11-14
End Shear 623 lbs 38.4% 100% 2 00-01-12
Cont Shear 894 lbs 55% 100% 1 14-10-02
Total Load Defl. L/763(0.234') 47.2% n/a 2 07-02-11
Live Load Defl. L/909(0.197') 52.8% n/a 5 07-02-11
Total Neg.Defl. L/999(-0.046') n/a n/a 2 19-11-10
Max Defl. 0.234" 23.4% n/a 2 07-02-11
Span/Depth 15.1 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
BO Wall/Plate 1-3/4"x2" 641 lbs 43.1% 63.5% Unspecified
B1 Beam 3-12"x2" 1,670 lbs 58.9% 74.2% Unspecified
B2 Hanger 2"x2" 515 lbs 40.7% 48.2% ITS2.06/11.88
Cautions
Hanger ITS2.06/11.88 requires (2)10dx1.5 face nails,(4) 10dx1.5 TF nails,(2)Strong-Grip joist
nails.
Notes
Page 1 of2
®BoiseCscede Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor Joists J3(i2574
Dry 12 spans I No cantilevers 10/12 slope September 23,2015 12:58:1
BC CALC®Design Report M 24 OCS I Repetitive I Gued&nailed construction
Build 3924 File Name: 15-969 REV2.m mdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\l3(i2E
Address: LOT3 Specifier: PDG
City,State,Zp:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
Design meets User specified(L/360)Total load deflection criteria. Disclosure
Design meets User specified(L/480)Live load deflection criteria. Completeness and accuracy of input mii.
Design meets arbitrary(1")Maxim urn total load deflection criteria. be verified by anyone who would rely o
Calculations assume Member is Fully Braced. output as evidence of suitability for
Hanger Manufacturer: Simpson Strong-Tie,Inc. particular application.Output here basec
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member. on building code-accepted design
Design based on Dry Service Condition. properties and analysis methods.
Deflections less than 1/8"were ignored in the results. hstallation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Gull
or ask questions,please call
(800)232-0788 before installation.
BC CALM,BC FRAMER®,AJSTM',
ALLJOIST®,BC RM BOARDTM',BCI®,
BOISE GLULAM'',SMPLE FRAMING
SYSTEME),VERSA-LAM®,VERSA-RM
PLUS®,VERSA-RM8),
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page2 of2
®800clscadoSingle 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor Joists\J2(i2587)
Dry'3 spans I No cantilevers 10/12 slope September 23,2015 12:58:41
BC CALC®Design Report 24 OCS 1 Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J2(i2587)
Address: LOT 3 Specifier: PDG
City,State,Zip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
F --"--'-----7— _ "#p - r- "l P , •r em -.7-7.„ -®�,.�.7 *:
0 �. �
..a. .'�, ... .0-r., � - '' .s
.'i,:<.--':-':--:,":'. .. . ., 1law�# 3.k�
� . .� iV�?f1.,T-As a.. l, ��'17;f .*nm e..w�s.��. �; ... t� r.0-'z.. a 7z .-.t r,
BO 10-02-04 61 14-11-14 I 14- 0-00
B2 B3
Total Horizontal Product Length=39-02-02
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 387/103 71 /0
B1,3-12" 1,190/0 280/0
B2,3-12" 1,122/0 271/0
B3 339/63 69/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 - Unf.Lin.(Ib/ft) L 00-00-00 25-02-02 80 20 n/a
1 FC2 Floor Material Unf.Lin.(lb/ft) L 25-02-02 39-02-02 54 13 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 1,514 ft-lbs 48.1% 100% 3 17-08-08
Neg.Moment -1,863 ft lbs 59.1% 100% 5 25-02-02
End Reaction 458lbs 42.9% 100% 2 00-00-00
Int.Reaction 1,470 lbs 65.3% 100% 4 10-02-04
End Shear 442 lbs 27.2% 100% 2 00-02-00
Cont.Shear 779 lbs 48% 100% 5 25-00-06
Uplift -32 lbs n/a 100% 3 00-00-00
Total Load Defl. U1,026 (0.175") 35.1% n/a 3 17-08-08
Live Load Defl. U1,197 (0.15") 40.1% n/a 8 17-08-08
Total Neg.Defl. L/999(-0.037") n/a n/a 3 30-01-14
Max Defl. 0.175" 17.5% n/a 3 17-08-08
Span/Depth 15.1 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L xW) Value Support Member Material
BO Hanger 2"x2" 458 lbs n/a 42.9% IUS2.06/11.88
BO Hanger Uplift 2"x2" 32 lbs n/a n/a IUS 2.06/11.88
B1 Wall/Plate 3-12"x2" 1,470 lbs 49.4% 65.3% Unspecified
B2 Beam 3-12"x2" 1,393 lbs 49.1% 61.9% Unspecified
B3 Hanger 2"x2" 408 lbs 32.2% 38.2% ITS2.06/11.88
Cautions
Hanger IUS 2.06/11.88 requires (10) 10d face nails,(2) joist nails.
Hanger ITS2.06/11.88 requires (2) 10dx1.5 face nails,(4)10dx1.5 TF nails,(2)Strong-Grip joist
nails.
Page 1 of2
;; RoiseCascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level'Floor Joists1J2(i2581
Dry'3 spans I No cantilevers 10/12 slope September 23,2015 12:58:1
BC CALC®Design Report 24 OCS I Repetitive 1Glued&nailed construction
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Floor Joists\Upper Level\Floor JoistsU2(i2E
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer.
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1336 Msc:
Notes Disclosure
Design meets User specified(L/360)Total load deflection criteria. Completeness and accuracy of input mi.
Design meets User specified(L/480)Live load deflection criteria. be verified by anyone who would rely o
Design meets arbitrary(1")Maxim urn total load deflection criteria. output as evidence of suitability for
Calculations assume Member is Fully Braced. particular application.Output here basec
Hanger Manufacturer: Simpson Strong-Tie,Inc. on building code accepted design
Composite El value based on 1-1/8"thick OSB sheathing glued and nailed to member. properties and analysis methods.
Design based on Dry Service Condition. Installation of BOISE engineered wood
products must be in accordance with
Deflections less than 1/8"were ignored in the results. current Installation Guide and applicable
building codes.To obtain Installation Gull
or ask questions,please call
(800)232-0788 before installation.
BC CAWS,BC FRAMER®,AJST"',
ALLJOIST®,BC RM BOARDT",BCI®,
BOISE GLULAMT"",SIMPLE FRAMING
SYSTEMS),VERSA-LAM$,VERSA-RM
PLUS®,VERSA-RIM,
VERSA-STRANDS,VERSA-STUDS are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2
' ® w
®BeseCcede Single 5-1/2" x 21" BOISE GLULAME) 24F-V4/DF Upper LeveR...\BM6(i2588)
Dry l 1 span 1No cantilevers 10/12 slope September 23,2015 12:58:41
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams\BM6(i:
Address: LOT 3 Specifier: PDG
City,State,Zip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: PR-L313 Msc:
e A A
v , ,1 v vr, ;,2 5 v ,
riNT4
», -,,,:i-.-'::.,... I'�f ax^' -' "fir& xk,� .r$ z n^x. ,.. ):::: ,.,,,',%¢ xr ,�..,.
ter,..,._„ ,. .. ...,-., �r a«'�.«. .'3'c.,....r .. -. s
23-02-12
BO B1
Total Horizontal Product Length=23-02-12
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,3-7/16" 5,697/96 1,691 /0
B1,3-1/4" 6,359/21 1,893/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Smoothed Load Unf.Lin.(Ib/ft) L 04-11-00 10-11-00 511 118 n/a
2 Smoothed Load Unf.Lin.(Ib/ft) L 10-11-00 20-11-00 589 148 n/a
3 - Conc.Pt.(lbs) L 01-11-00 01-11-00 1,018 255 n/a
4 - Conc.Pt.(lbs) L 03-11-00 03-11-00 997 223 n/a
5 - Conc.Pt.(lbs) L 03-11-00 03-11-00 -105 n/a
6 J8(i2521) Conc.Pt(lbs) L 05-11-00 05-11-00 -4 n/a
7 J8(i2521) Conc.Pt(lbs) L 07-11-00 07-11-00 -4 n/a
8 J8(i2570) Conc.Pt.(lbs) L 09-11-00 09-11-00 -4 n/a
9 - Conc.Pt(lbs) L 21-11-00 21-11-00 1,085 271 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 46,820 ft-lbs 62.3% 100% 1 11-11-00
End Shear 7,647 lbs 37.5% 100% 1 02-00-07
Total Load Defl. U481 (0.569') 49.9% n/a 1 11-08-00
Live Load Defl. U622(0.44') 57.9% n/a 3 11-08-00
Max Defl. 0.569" 56.9% n/a 1 11-08-00
Span/Depth 13 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L xW) Value Support Member Material
BO VVall/Plate 3-7/16"x5-1/2" 7,388 lbs 92.6% 60.5% Unspecified
B1 Wall/Plate 3-1/4"x5-1/2" 8,2531bs 108.6% 71% Unspecified
Cautions
Bearing B1 cannot supporta load of 8,253 lbs.
Notes
Page 1 of 2
*Boise cascade Single 5-1/2" x 21" BOISE GLULAMID 24F-V4/DF Upper Leve11...\BM6(i2581
Dry'1 span I No cantilevers 10/12 slope September 23,2015 12:58:4
BC CALL®Design Report M
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams\BP
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: PR-L313 Msc:
Design meets Code minimum(L/240)Total load deflection criteria. Disclosure
Design meets Code minimum(L/360)Live load deflection criteria. Completeness and accuracy of input mL.
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely o
Calculations assume Member is Fully Braced. output as evidence of suitability for
Design based on Dry Service Condition. particular application.Output here bases
Deflections less than 1/8"were ignored in the results. on building code-accepted design
properties and analysis methods.
hstallation of BOISE engineered w ood
products must be in accordance w ith
current Installation Guide and applicable
building codes.To obtain Installation Gui'
or ask questions,please call
(800)232-0788 before installation.
BC CALM,BC FRAMER®,AJST'",
ALLJOIST®,BC RM BOARDT'",BCI®,
BOISE GLULAMT"',SIMPLE FRAMING
SYSTEM®,VERSA-LAMA,VERSA-RIM
PLUS®,VERSA-RM)D,
VERSA-STRAND/0,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2
®RoisecscadoDouble 1-3/4" x 11-7/8" VERSALANI® 20 2800 DF Upper LeveR... BM2(i2601)
Dry'1 span I No cantilevers 1 0/12 slope September 23,2015 12:58:41
BC CALC®Design Report
Build 3924 File Name: 15-969 RE\2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beam s\BM2(i
Address: LOT3 Specifier: PDG
City,State,Zp:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
171—q#
m a 1 ays "gs€ a+ r��° art "s �£ t`
14-01-12
BO B1
Total Horizontal Product Length=14-01-12
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,3-1/2" 280/0 146/0
B1 280/0 145/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 FC2 Floor Material Unf.Lin.(Ib/ft) L 00-01-12 14-01-12 40 10 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 1,447 ft-lbs 7.5% 100% 1 07-01-10
End Shear 3551bs 4.5% 100% 1 01-03-06
Total Load Defl. U999(0.051') n/a n/a 1 07-01-10
Live Load Defl. L/999(0.034') n/a n/a 2 07-01-10
Max Defl. 0.051" n/a n/a 1 07-01-10
Span/Depth 14 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO Beam 3-1/2"x3-12" 426 lbs 8.6% 4.6% Unspecified
B1 Hanger 2"x3-12" 425 lbs 33.6% 8.1% ITS3.56/11.88
Cautions
Hanger ITS3.56/11.88 requires (2)10dx1.5 face nails,(4)10dx1.5 TF nails,(2) 10dx1.5 joist
nails.
Notes
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Hanger Manufacturer: Simpson Strong-Tie,Inc.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of2
0 iso isoCascade Double 1-3/4" x 11-7/8" VERSA LAM®2.0 2800 DF Upper LeveR...\BM2(i260'
Dry'1 span I No cantilevers 10/12 slope September 23,2015 12:58:'
BC CALC®Design Report W,
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams\ED
Address: LOT3 Specifier: PDG
City,State,Zp:, Designer.
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
Connection Diagram Disclosure
r•i b d \ Completeness and accuracy of input mi.
be verified by anyone who would rely o
T. . output as evidence of suitability for
1 ^ particular application.Output here basec
on building code-accepted design
properties and analysis n thods
• Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
a minimum =2" C=7-7/8" building codes.To obtain Installation Guil
b minimum =3" d=24" or ask questions,please call
Member has no side loads. (800)232-0788 before installation.
Connectors are:16d Sinker Nails BC CALM,BC FRAMER®,AJST"',
ALLJOIST®,BC RM BOARDT'",BCI®,
BOISE GLULAMT"',SMPLE FRAMING
SYSTEM,VERSA-LAM,VERSA-RM
PLUS®,VERSA-RIM,
VERSA-STRAND®,VERSA-STUDS are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2
a.
goisc cascede Single 1-3/4" x 11-7/8" VERSA-LAME) 2.0 2800 DF Upper LeveR...\BM3(12495)
• Dry' 1 span I No cantilevers 1 0/12 slope September 23,2015 12:58:41
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams\BM3(i:
Address: LOT3 Specifier: PDG
City,State,Tip:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
L i, e, , , „H'., ' I
�ui b �7 ii b v' �< <S �;�;�� v �7 v �i ,1, b LI n
08-02-01
BO B1
Total Horizontal Product Length=08-02-01
I
Reaction Summary(Down I Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,3-12" 464/0 138/0
B1 470/0 139/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 FC2 Floor Material Unf.Lin.(Ib/ft) L 00-02-03 08-02-01 117 29 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 1,162 ft-lbs 12.1% 100% 1 04-01-12 be verified by anyone who would rely on
End Shear 434 lbs 11% 100% 1 01-03-06 output as evidence of suitability for
Total Load Defl. L/999(0.026') n/a n/a 1 04-01-12 particular application.Output here based
Live Load Defl. L/999(0.02") n/a n/a 2 04-01-12 on building code-accepted design
Max Defl. 0.026" n/a n/a 1 04-01-12 properties and analysis methods.
Span/Depth 7.9 n/a n/a 0 00-00-00 Installation of BOISE engineered wood
products must be in accordance w ith
current Installation Guide and applicable
%Allow %Allow building codes.To obtain Installation Guide
Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call
BO Wa ll/Plate 3-12"x 1-3/4" 602 lbs 23.1% 13.1% Unspecified (800)232-0788 before installation.
B1 Hanger 2"x1-3/4" 609 lbs n/a 23.2% HUCQ 1.81/11-SDS1.75
BC CALM, BC FRAMER®,AJSTM',
ALLJOIST®, BC RIM BOARDT*',BCI®,
DesignNotes BOISE meets Code minimum (L/240) SYSTEMS VERSA-LAM,Total load deflection criteria. ME,GL ,VT*',SIMPLE FRAMING
ERSA-LAMS,VERSA-RIM
Design meets Code minimum (L/360)Live load deflection criteria. PLUS®,VERSA-RMS,
Design meets arbitrary(1")Maximum total load deflection criteria. VERSA-STRAND®,VERSA-STUDS are
Calculations assume Member is Fully Braced. trademarks of Boise Cascade Wood
Hanger Manufacturer: Simpson Strong-Tie,Inc. Products L.L.C.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
�� Bo
• ise cascade Single 1-3/4" x 11-7/8" VERSA-LAM& 2.0 2800 DF Upper LeveR...\BM4(i2593)
Dry 13 spans I Left&Right cantilevers 10/12 slope September 23,2015 12:58:41
BC CALL®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams\BM4(i:
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
V 9 9
9-, ^�"fil��yi� ;Y ;: +x�' r- ',!,,, ,„.„-, „,i.
€ rX k E .�' a «��+' �Sa,J' �' �'a' ' r'�t .�; a�?' MJJ�*, 'a y� d"„�;
4P:,..:,. ,., v',, h a ^ . n. j ��Y s ,,yw mr X4 4 ,) 9r } i n.
"��� u, �,- ��p� ..v� '��r, �v.. r'N���s.,,'x�, ,. ���'. ..r'�;�,� � �nsd���. ,:���" _ ��ft.��' a".r���.z.,„ .'
00-07-01 I 03-00-11 I 00-05-06
B1 B2
Total Horizontal Product Length=04-01-02
Reaction Summary(Down I Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B1,3-1/2" 501/184 87/0
B2,3-12" 917/339 179/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start Bid 100% 90% 115% 160% 125%
1 BM3(i2462) Conc.Pt(lbs) L 00-00-14 00-00-14 293 72 n/a
2 J7(i2589) Conc.Pt(lbs) L 01-11-00 01-11-00 261 16 n/a
3 J7(i2589) Conc.Pt(lbs) L 01-11-00 01-11-00 -197 n/a
4 - Conc.Pt.(lbs) L 04-00-00 04-00-00 731 156 n/a
5 - Conc.Pt.(lbs) L 04-00-00 04-00-00 -193 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 183 ft-lbs 1.9% 100% 4 01-11-00
Neg.Moment -357 ft-lbs 3.7% 100% 3 01-11-00
Cont Shear 214 lbs 5.4% 100% 5 01-08-11
Uplift -98 lbs n/a 100% 7 00-07-01
Uplift -160 lbs n/a 100% 8 03-07-12
Uplift -160 lbs n/a 100% 8 03-07-12
Total Load Defl. 2xU1,998(0.001') n/a n/a 3 00-00-00
Live Load Deli. L/999(-0.001') n/a n/a 11 02-01-04
Total Neg.Defl. L/999(-0.001") n/a n/a 3 02-01-12
Max Defl. -0.001" n/a n/a 3 02-01-12
Cant MaxDefl. 0.001" n/a n/a 3 00-00-00
Span/Depth 3.1 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Post 3-12"x1-3/4" 5881bs 12% 12.8% Unspecified
B2 Post 3-1/2"x 1-3/4" 1,096 lbs 22.4% 23.9% Unspecified
Cautions I
Uplift of-98 lbs found at span 1 -Right.
Uplift of-160 lbs found at span 2-Right.
Uplift of-160 lbs found at span 3-Left.
Notes
Page 1 of2
sose Cascade Single 1-3/4" x 11-7/8" VERSA-LAND 2.0 2800 DF Upper LeveR...1BM4(i259:
Dry'3 spans I Left&Rightcantilevers 10/12 slope September 23,2015 12:58:1
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams St
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer.
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
Design meets User specified(2xL/240)Total load deflection criteria. Disclosure
Design meets Code minimum (L/360)Live load deflection criteria. Completeness and accuracy of input mm.
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely o
Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. output as evidence of suitability for
Calculations assume Member is Fully Braced. particular application.Output here basec
Design based on Dry Service Condition. on building code-accepted design
Deflections less than 1/8"were ignored in the results. properties and analysis methods.
hstaflation of BOISE engineered w ood
products mist be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Gull
or ask questions,please call
(800)232-0788 before installation.
BC CALM,BC FRAME ,AJS7m,
ALLJOIST®,BC RM BOARDTM,BCI®,
BOISE GLULAM^",SMPLE FRAMING
SYSTEMS),VERSA-LAM®,VERSA-RM
PLUS®,VERSA-RIME),
VERSA-STRANDS,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2
i
. ® .
Boise Cascade Single 1-3/4" x 11-7/8" VERSA-LAM& 2.0 2800 DF Upper LeveR...\BM3(i2462)
Dryl 2 spans I No cantilevers 10/12 slope September 23,2015 12:58:42
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams\BM3(i;
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
T
2
01-05-06 I 06-08-11
BO B1 B2
Total Horizontal Product Length=08-02-01
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,3-12" 76/324 0/78
B1,3-12" 721/0 225/0
B2 232/0 72/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start Bid 100% 90% 115% 160% 125%
1 FC2 Floor Material Unf.Lin.(Ib/ft) L -00-00-00 08-02-01 6 2 n/a
2 FC2 Floor Material Unf.Lin.(Ib/ft) L 00-02-03 08-02-01 79 20 n/a
3 FC2 Floor Material Conc.Pt.(lbs) L 00-00-14 00-00-14 17 4 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 382 ft-lbs 4% 100% 3 05-05-14
Neg.Moment -521 ft-lbs 5.4% 100% 1 01-05-06
End Shear 385 lbs 9.7% 100% 3 01-03-06
Cont.Shear 412 lbs 10.4% 100% 3 00-03-12
Uplift -402 lbs n/a 100% 3 00-00-00
Total Load Defl. L/999(0.005') n/a n/a 3 05-01-12
Live Load Defl. U999(0.004') n/a n/a 6 05-01-12
Total Neg.Defl. L/999(-0') n/a n/a 3 00-11-03
Max Defl. 0.005" n/a n/a 3 05-01-12
Span/Depth 6.7 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO VVall/Plate 3-12"x 1-3/4" 402 lbs 15.4% 8.7% Unspecified
B1 Beam 3-12"x 1-3/4" 946 lbs 38.1% 20.6% Unspecified
B2 Hanger 2"x1-3/4" 304 lbs n/a 11.6% HUCQ 1.81/11-SDS1.75
Cautions
Uplift of-402 lbs found at span 1 -Left.
Notes
Page 1 of2
Eloise Costae* Single 1-3/4" x 11-7/8" VERSA-LAM& 2.0 2800 DF Upper Leve11...\BM3(i246'
• Drys 2 spans I No cantilevers 10/12 slope September 23,2015 12:58:4
BC CALL®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams\BP
Address: LOT 3 Specifier: PDG
City,State,Tip:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
Design meets Code minimum(L/240)Total load deflection criteria. Disclosure
Design meets Code minimum(L/360)Live load deflection criteria. Completeness and accuracy of input mi.
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely o
Calculations assume Member is Fully Braced. output as evidence of suitability for
Hanger Manufacturer: Simpson Strong-Tie,Inc. particular application.Output here basec
Design based on Dry Service Condition. on building code-accepted design
Deflections less than 1/8"were ignored in the results. properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Gull
or ask questions,please call
(800)232-0788 before installation.
BC CALCI,BC FRAI U ,AJS'*',
ALLJOIST®,BC RM BOARD"",BCI®,
BOISE GLULAMTM',SF/FIE FRAMING
SYSTEM&,VERSA-LAM®,VERSA-RM
PLUS®,VERSA-RPM,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Roducts L.L.C.
Page 2 oft
. ,
® eiseCscade Single 1-3/4" x 11-7/8" VERSA-LAND 2.0 2800 DF Upper LeveR...\BM4(i2496)
Dry 1 1 span 1No cantilevers 1 0/12 slope September 23,2015 12:58:42
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams\BM4(i;
Address: LOT 3 Specifier: PDG
City,State,Zp:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
W
3 n' 1 '" at ter*s. 3 -0; `14---34-'q::4'''''''''- ''-''' 4-1-`-'''''',"4--
a i' ` Y
',.:--i€y .,t 3 ,f i V";it "'r - 'F ,. ; 3 f.,4 %. z:-•''. i'X?<1 r -'''` .-A.....,;,
t• 1,,i - ` ,°.y$, as
• •';.« ,. _ .•. _ �, r«k ,. a #m v . '�. 2.�'a ?fr444 TY u'«r.,d . .3 9 ,. r .K � d ,,;01
04-01-12
BO B1
Total Horizontal Product Length=04-01-12
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,3-12" 436/0 120/0
B1,4-1/4" 446/0 123/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start Bid 100% 90% 115% 160% 125%
1 - Conc.Pt.(lbs) L 02-00-12 02-00-12 882 221 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 1,008 ft-lbs 10.5% 100% 1 02-00-12 be verified by anyone who would rely on
End Shear 562 lbs 14.2% 100% 1 01-03-06 output as evidence of suitability for
Total Load Defl. L/999(0.004") n/a n/a 1 02-00-12 particular application.Output here based
Live Load Defl. L/999(0.003") n/a n/a 2 02-00-12 on building code-accepted design
Max Defl. 0.004" n/a n/a 1 02-00-12 properties and analysis methods.
Span/Depth 3.7 n/a n/a 0 00-00-00 Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
%Allow %Allow building codes.To obtain Installation Guide
Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call
BO VVaII/Plate 3-1/2"x 1-3/4" 556 lbs 21.4% 12.1% Unspecified (800)232-0788 before installation.
B1 VVaIl/Plate 4-1/4"x1-3/4" 569 lbs 18% 10.2% Unspecified
BC CALC®,BC FRAMER®,AJSTM',
ALLJOIST®,BC RIM BOARD"",BCI®,
Notes BOISE GLULAMTM',SIMPLE FRAMING
Design meets Code minimum (L/240)Total load deflection criteria. SYSTEMS),VERSA-LAMS,VERSA-RIM
Design meets Code minimum (L/360)Live load deflection criteria. PLUS® VERSA-RMS
Design meets arbitrary(1")Maximum total load deflection criteria. VERSA-STRANDS',VERSA-STUDS are
Calculations assume Member is Fully Braced. trademarks of Boise Cascade Wood
Design based on Dry Service Condition. Products L.L.C.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
1
� B• ojSeCOSt'0de Single 1-3/4" x 11-7/8" VERSA-LAMt) 2.0 2800 DF Upper LeveR...\BM1(i2534)
• Dry' 1 span I No cantilevers 10/12 slope September 23,2015 12:58:42
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams\BM1(i:
Address: LOT3 Specifier: PDG
City,State,T.ip:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
1t_sL�u��II _L i— 1 c7 `u ,, .; ,i 1 1 1 `7 1 .: ,7 i7 ,11 „fi o 7 '� , ,„„„,„1; v
' ;.cess 7:7Y'''
; a _`y r.r `Xr a'& tom , 77 r }+ rfn.,-,;,,:-..--,,,,,,:_. i �°-, --:::1--0:,$:.-._ r `a- s
7 -',,4,7,-1,,-2t
rn 7, . " is b ''''' `:**%-.."
a "s ` a' iZit-. i t ..i x �x 'z`*, m 'a •
_# } : !
ss
14-10-10
BO B1
Total Horizontal Product Length=14-10-10
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/8" 284/0 106/0
B1,25-3/4" 361/0 135/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 FC2 Floor Material Unf.Lin.(lb/ft) L 00-00-00 14-10-10 43 11 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 1,162 ft lbs 12.1% 100% 1 06-06-10 be verified by anyone who would rely on
End Shear 309 lbs 7.8% 100% 1 01-04-04 output as evidence of suitability for
Total Load Defl. L/999(0.067") n/a n/a 1 06-06-10 particular application.Output here based
Live Load Defl. L/999(0.049") n/a n/a 2 06-06-10 on building code-accepted design I
Max Defl. 0.067" n/a n/a 1 06-06-10 properties and analysis methods.
Span/Depth 12.6 n/a n/a 0 00-00-00 Installation of BOISE engineered wood I
Distributed Load(B1) 54 lb/ft 0.3% 100% 0 n/a products must be in accordance with
Concentrated Load(B1) -0 lbs n/a 100% 0 n/a current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
%Allow %Allow (800)232-0788 before installation.
Bearing Supports Dim.(LxW) Value Support Member Material
BO Wall/Plate 4-3/8"x 1-3/4" 390 lbs 12% 6.8% Unspecified BC CALM, BC FRAMER®,AJSTM',
B1 Wall/Plate 25-3/4"x1-3/4" 496 lbs 2.6% 1.5% Unspecified ALLJOIST®,BC RIM BOARDTM', BCI®,
BOISE GLULAMTM',SIMPLE FRAMNG
Notes SYSTEM®,VERSA-LAMB),VERSA-RIM
PLUS®,VERSA-RMS,
Design meets Code minimum (L/240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are
Design meets Code minimum (L/360)Live load deflection criteria. trademarks of Boise Cascade Wood
Design meets arbitrary(1")Mabmum total load deflection criteria. Products L.L.C.
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
1
no�secascade Single 3-1/2" x 11-7/8" BOISE GLULAM® 24F-V4/DF Upper LeveR...�BM5(i2530)
• Drys 1 span I No cantilevers 10/12 slope September 23,2015 12:58:42
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.m mdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams\BM5(i: I
Address: LOT3 Specifier: PDG
City,State,Zp:, Designer:
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD 1
Code reports: PR-L313 Msc:
/A\\ ,e,
0 A
A 0
I 1 I
.?5,:,:9:::; ; - x` T z .✓ =:" tn ;¢r a, ,; '„� ; mef .. �� ^x L''',:•w 1.1. "t 4 -, eg .,:.;_;,-
i
F .IC
tau "` ,zk � 3nr� : ` F 'f" ras
S' x,�..:.
13-03-08
BO BI
Total Horizontal Roduct Length=13-03-08
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,5-12" 650/34 157/0 0/69
B1,5-1/2" 689/36 166/0 0/69
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 FC2 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 13-03-08 12 3 n/a
2 J12(i2510) Conc.Pt(lbs) L 02-00-00 02-00-00 175 38 -4 n/a
3 J12(i2510) Conc.Pt.(lbs) L 02-00-00 02-00-00 -10 n/a
4 J1(i2507) Conc.Pt.(lbs) L 03-05-08 03-05-08 101 -37 -65 Na
5 JI(i2507) Conc.Pt.(lbs) L 03-05-08 03-05-08 -6 n/a
6 J12(i2568) Conc.Pt(lbs) L 04-00-00 04-00-00 129 30 Na
7 J12(i2568) Conc.Pt(lbs) L 04-00-00 04-00-00 -8 n/a
8 JI 2(12503) Conc.Pt(lbs) L 06-00-00 06-00-00 203 48 Na
9 J12(i2503) Conc.Pt(lbs) L 06-00-00 06-00-00 -12 n/a
10 J12(i2499) Conc.Pt.(lbs) L 08-00-00 08-00-00 203 45 -3 n/a
11 JI2(i2499) Conc.Pt.(lbs) L 08-00-00 08-00-00 -12 n/a
12 J1(i2559) Conc.Pt(lbs) L 10-00-00 10-00-00 203 -14 -66 n/a
13 J1(i2559) Conc.Pt(lbs) L 10-00-00 10-00-00 -12 n/a
14 J12(i2528) Conc.Pt(lbs) L 12-00-00 12-00-00 167 39 n/a
15 J12(i2528) Conc.Pt(lbs) L 12-00-00 12-00-00 -10 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 2,744 ft-lbs 16.7% 100% 1 06-00-00
End Shear 786 lbs 10.7% 100% 1 01-05-06
Total Load Defl. L/999(0.087") n/a Na 1 06-07-08
Live Load Defl. U999(0.0711 n/a n/a 18 06-07-08
Max Defl. 0.087" n/a n/a 1 06-07-08
Span/Depth 12.6 Na n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L xW) Value Support Member Material
Page 1 of2
�Boisecascade Single 3-1/2" x 11-7/8" BOISE GLULAM®24F-V4/DF Upper LeveR...1BM5(i253(
�/
Dry'1 span I No cantilevers 10/12 slope September 23,2015 12:58:4
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams\BP
Address: LOT3 Specifier: PDG
City,State,Zip:, Designer.
Customer. PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: PR-L313 Msc:
BO Wall/Plate 5-1/2"x3-1/2" 807 lbs 9.9% 6.5% Unspecified Disclosure
B1 Wall/Plate 5-1/2"x 5-112"x3-1/2" 855 lbs 10.4% 6.8% Unspecified Completeness and accuracy of input nx,
be verified by anyone who would rely o
NOBS output as evidence of suitability for
particular application.Output here basec
Design meets Code minimum (L/240)Total load deflection criteria. on building code-accepted design
Design meets Code minimum(L/360)Live load deflection criteria. properties and analysis methods.
Design meets arbitrary(1")Maximum total load deflection criteria. hstaNation of BOISE engineered wood
Calculations assume Member is Fully Braced. products must be in accordance with
Unbalanced snow loads determined from building geometry were used in selected product's current Installation Guide and applicable
verification. building codes.To obtain Installation Guil
Design based on Dry Service Condition. or ask questions,please call
Deflections less than 1/8"were ignored in the results. (800)232-0788 before installation.
BC CALO®,BC FRAMER®,AJSTm,
ALLJOIST®,BC RM BOA RDTM',BCI®,
BOISE GLULAMTM',SNNPLE FRAMING
SYSTEME),VERSA-LAM,VERSA-RM
PLUS®,VERSA-RIME),
VERSA-STRAND®,VERSA-STUDS)are
trademarks of Boise Cascade Wood
Products L.L.C.
Page2 of2
1
it i
Be•se case Single 1-3/4" x 11-7/8" VERSA-LAM& 2.0 2800 DF Upper LeveR...IBM4(i2489)
cv
Dry)1 span I No cantilevers 10/12 slope September 23,2015 12:58:42
BC CALC®Design Report
Build 3924 File Name: 15-969 REV2.mmdl
Job Name: WESTWOOD HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams\BM4(i;
Address: LOT 3 Specifier: PDG
City,State,Zp:, Designer:
Customer: PROBUILD-FOREST GROVE Company. BOISE CASCADE BMD
Code reports: ESR-1040 Msc:
W
:3' :4` 41 ';44 Yf 44'*4: 7 17 ' 'S'
; "� :3 " VS'r7 S Ati,t ,T. et " ., ay . r,
w,+..'„ 'k tir r " ,_" 4r� �& m . ���" �,. „ d; N
'.,-.'1',,'.x, '? »a1 '''4,,_1"�uFr. _ � fr ..cif . .1,,: .u. Ps ",S¢} .s.1 'x1 `,ni4 -� ,3 , ,..
04-02-12
BO B1
Total Horizontal Product Length=04-02-12
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,3-1/2" 162/0 52/0
B1,3-1/2" 153/0 50/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start Bid 100% 90% 115% 160% 125%
1 JI 1(i2488) Conc.Pt.(lbs) L 02-00-12 02-00-12 315 79 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 381 ft-1 bs 4% 100% 1 02-00-12 be verified by anyone who would rely on
End Shear 207 lbs 5.2% 100% 1 01-03-06 output as evidence of suitability for
Total Load Defl. L/999(0.002) n/a n/a 1 02-01-07 particular application.Output here based
Live Load Defl. L/999(0.001") n/a n/a 2 02-01-07 on building code-accepted design
Max Defl. 0.002" n/a n/a 1 02-01-07 properties and analysis methods.
Span/Depth 3.8 n/a n/a 0 00-00-00 Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
%Allow %Allow building codes.To obtain Installation Guide
Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call
BO V\Fall/Plate 3-1t2"x 1-3/4" 214 lbs 8.2% 4.7% Unspecified (800)232-0788 before installation.
B1 Wall/Plate 3-12"x 1-3/4" 203 lbs 7.8% 4.4% Unspecified
BC CALM,BC FRAMER®,AJSTT",
Notes ALLJOIST®,BC RIM BOARDT*',BCI®,
BOISE GLULAMT*',SIMPLE FRAMING
Design meets Code minimum (L/240)Total load deflection criteria. SYSTEM&,VERSA-LAME,VERSA-RIM
Design meets Code minimum (L/360)Live load deflection criteria. PLUS® VERSA-MVO
Design meets arbitrary(1")Maximum total load deflection criteria. VERSA-STRAND/9,VERSA-STUD®are
Calculations assume Member is Fully Braced. trademarks of Boise Cascade Wood
Design based on Dry Service Condition. Products L.L.C.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1