Report (20) 44 5 :An -Uc-o 70
/A 77sw /23
® oi.eCa3cade Single 11-7/8" BCI® 5000-1.7 DF Main LevelRFloorJoists\J2(i744)
Dry 1 1 span I No cantilevers 10/12 slope June 16,2015 13:21:36
BC CALC®Design Report 24 OCS I Repetitive I Glued &nailed construction
Build 3924 File Name: 15-969.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Main Level\Floor Joists\J2(i744)
Address: Let 3 Specifier: PDG
City,State,Zlp: , Designer:
Customer. PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
\i/
I
;,' z 4 r' �k x4 ;,f �E i w 4f ''a 74-'
"�. xY.r� § ���a"d4 �� !�'` :�'�`" , nritiV�` ,s' ,;. „air. x d �*�i;� "� +t� `� i'��`�.' k�r�, �� ��. v"' T;`k
14-10-00
BO B1
Total Horizontal Product Length= 14-10-00
Reaction Summary (Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Uve
BO 582/0 145/0
B1,5-12" 710/0 191 /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 14-07-09 80 20 n/a
1 E21(i269) Conc. Pt. (lbs) L 14-07-04 14-07-04 121 44 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos. Moment 2,568 ft-lbs 81.5% 100% 1 07-03-04 be verified by anyone who would rely on
End Reaction 727 lbs 68% 100% 1 00-00-00 output as eudence of suitability for
End Shear 710 lbs 43.7% 100% 1 00-02-00 particular application.Output here based on
Total Load Defl. L/592 (0.291") 60.8% n/a 1 07-03-04 building code-accepted design properties
0.232" 64.9% n/a 2 07-03-04 and analysis methods. Installation of
Live Load Defl. L/740
(0.232") BOISE engineered wood products must be
Max Defl. 0.291" 29.1% n/a 1 07-03-04 in accordance with current Installation
Span/Depth 14.5 n/a n/a 0 00-00-00 Guide and applicable building codes.To
obtain Installation Guide or ask questions,
%Al low %Al low please call(800)232-0788 before
Bearing Supports Dim. (L x W) Value Support Member Material installation.
BO Hanger 2"x 2" 727 lbs n/a 68% JOIST POCKETS_BY 0 IFbit;uALuev BIRS.RAMER®,AJSTM'
B1 WaIVP late 5-1/2"x 2" 901 los 19.3% 63.2% Unspecified ALLJOIST®, BC RIM BOARDT*', BCI®,
BOISE GLULAMT"",SIMPLE FRAMING
Notes SYSTEM®,VERSA-LAM®,VERSA-RIM
Design meets User specified (L/360)Total load deflection criteria. PLUS®,VERSA-RIM®,
Design meets User specified (L/480)Live load deflection criteria.
VERSA-STRANDS,of Bo Va Cascade WoodTUD®are
g p trademarks of Boise Wood
Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C.
Calculations assume Member is Fully Braced.
Hanger Manufacturer: Unassigned
Composite El value based on 7/8"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
t Page 1of1
(4 Eloise Cascade Single 11-7/8" BCI® 5000-1.7 DF Main LeveRFloorJoists\J1(i724)
io Dry12 spans I No cantilevers 10/12 slope June 16,2015 13:21:36
BC CALC®Design Report 24 OCS I Repetitive I Glued &nailed construction
Build 3924 File Name: 15-969.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Main Level\Floor JoistsUl(i724)
Address: Let 3 Specifier: PDG
City,State,Zp: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
'r' , d Ylk qu3 4 v-" '., : rya 1 Via, ' r 3 ,;, R', l ;:"V tiltf ,: '+ �,'.:.
^irc„,,.-*4;;',',,,,,;,:;,4, --
" c FYJ 3_;r1::si ''''I''4441. -..'4'k14441',-"'44-- ° r . �' i _ � { .E4 44,' 1,4,14; ,”" .
' � ...zz..�s�.€�f�'�.aa..�..m,1„a, t!..,_,..",.;.-1:a � 8 a �•-
►Ti ►7
14-07-04 10-01-04
BO B1 B2
Total Horizontal Product Length=24-08-08
Reaction Summary (Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 508/26 120/0
B1,5-1/2" 1,241 /0 310/0
B2,2" 363/116 62/0
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 24-07-08 80 20 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Momert 1,909 ft-lbs 60.6% 100% 2 06-03-13
Neg. Momert -1,934 ft-lbs 61.4% 100% 1 14-07-04
End Reaction 628 lbs 58.8% 100% 2 00-00-00
Int.Reaction 1,552 lbs 61.5% 100% 1 14-07-04
End Shear 612 Ups 37.6% 100% 2 00-02-00
Cort.Shear 835 lbs 51.4% 100% 1 14-04-08
Uplift -55 lbs n/a 100% 2 24-08-08
Total Load Defl. L/825 (0.211") 43.6% n/a 2 06-10-11
Live Load Defl. L/1,005 (0.173") 47.8% n/a 5 06-10-11
Total Neg. Defl. L/999 (-0.031") n/a n/a 2 18-05-12
Max Defl. 0.211" 21.1% n/a 2 06-10-11
Span/Depth 14.7 n/a n/a 0 00-00-00
%Al low %Allow
Bearing Supports Dim. (L x W) Value Support Member Material
BO Hanger 2"x2" 628 lbs n/a 58.8% JOIST POCKETS BY OTHERS
B1 WaIVPlate 5-1/2"x 2" 1,552 lbs 33.2% 61.5% Unspecified
B2 WaIVPlate 2"x2" 425lbs 25% 39.8% Unspecified
Cautions
Uplift of-55 lbs found at span 2-Right.
Notes
Design meets User specified(U360)Total load deflection criteria.
Design meets User specified(U480)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Hanger Manufacturer: Unassigned
Composite El value based on 7/8"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 2
�BoimeCascade Single 11-7/8" BCI® 5000-1.7 DF Main LeveRFloorJoists1J1(i721
• Dry 12 spans I No cantilevers 10/12 sbpe June 16,2015 13:21::
BC CALC®Design Report M 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969.mmdl
Job Name: Westwood Homes Description:Designs\FloorJoists\Main Level\FborJoists\J1(i72
Address: Let 3 Specifier: PDG
City,State,Zip: , Designer.
Customer. PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
Disclosure
Completeness and accuracy of input mus
be verified by anyone who would rely on
output as evidence of suitability for
particular application.Output here based c
building code-accepted design properties
and analysis methods. Installation of
BOISE engineered wood products must bi
in accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask questions;
please call(800)232-0788 before
installation.
BC CALC®, BC FRAMER®,AJSTM',
ALLJOIST®, BC RIM BOARDTM', BCI®,
BOISE GLULAMM, SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
®,
�ofseCascade Single 11-7/8" BCI®5000-1.7 DF Main LeveRFloor JoistsW3(i781)
Dry I 1 span I No cantilevers 10/12 slope June 16,2015 13:21:37
BC CALC®Design Report 24 OCS I Repetitive I Glued&nailed construction
Build 3924 File Name: 15-969.mmdl
Job Name: Westwood Homes Description:Designs\FloorJoists\Main Level\FloorJoistsU3(i781)
Address: Let 3 Specifier: PDG
City,State,Zip: , Designer.
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
V
o
� ;P:r.: a.a 'tea u^{ro&e d us t -4+1." r at "^'" ' ',KL:-T,,, "�
r�,^n` �M. ,.», �'.',...��x6: �.�a�`�s��.� r syn,�i« -�sa+�i,., 9.n AO,',-,4:,P.'... A',k .a‘,. iKa�:m;�'��}�"�'«=rj" *. �4�'„��4 "' ':4 �+ �' '�'.�rr��.� ''�j�." 4+
12-08-00
BO B1
Total Horizontal Product Length= 12-08-00
Reaction Summary (Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Uve
BO 502/0 125/0
B1,3-1/2" 621 /0 165/0
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 12-08-00 80 20 n/a
1 10(1287) Conc. Pt. (lbs) L 12-06-04 12-06-04 109 37 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos. Moment 1,901 ft-lbs 60.4% 100% 1 06-03-04 be verified by anyone who would rely on
End Reaction 627 lbs 58.7% 100% 1 00-00-00 output as evidence of suitability for
End Shear 610 lbs 37.6% 100% 1 00-02-00 particular application. Output here based on
Total Load Defl. L/887 (0.167") 40.6% n/a 1 06-03-04 building code-accepted design properties
Live Load Defl. L/1,109 0.133' 43.3% n/a 2 06-03-04 and analysis methods. Installation of
( �) BOISE engineered wood products must be
Max Defl. 0.167" 16.7% n/a 1 06-03-04 in accordance with current Installation
Span/Depth 12.5 n/a n/a 0 00-00-00 Guide and applicable building codes.To
obtain Installation Guide or ask questions,
%Al low %Al low please call(800)232-0788 before
Bearing Supports Dim.(L x W) Value Support Member Material installation. R
BO Hanger 2"x2" 627 lbs n/a 58.7% JOIST POCKETS_BY 031-IERSFRAMER®,AJSM,
B1 WaIVPlate 3-1/2"x 2" 786 lbs 26.4% 55.1% Unspecified ALLJOIST®, BC RIM BOARDTM', BCI®,
BOISE GLULAMN,SIMPLE FRAMING
Notes SYSTEM®,VERSA-LAM®,VERSA-RIM
Design meets User specified(U360)Total load deflection criteria. PLUS®,VERSA-RIM®,
Design meets User specified(U480)Live load deflection criteria. VERSAST of Bois Vascade UI>d)are
trademarks of Boise Cascade Wood
Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C.
Calculations assume Member is Fully Braced.
Hanger Manufacturer Unassigned
Composite El value based on 7/8"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