Report • s'2i2-,6QJ.
Cascade l 3/5 0®Boise Single 11-7/8" BCI®5000-1,7 DF
BC CALC®3.0 Design Report-US Service class 112 spans 1 Left cantilever 1 0/12 sloe JOISt1UPPERID5
pBuild 517
16 OCS Repetitive 1 Glued&nailed construction-
Wednesday, September 26,2012
Job Name: MISSION HOMES-HIGHLAND HILLS LOT 1 File Name: 12-756
Address: Description: UPPERID5
City, State,Zip: , Specifier: PDG
Customer: PROBUILD FOREST GROVE Designer:
Company: BOISE CASCADE BMD
Code reports: ESR-1336
Misc:
_____ �'4:0� *+ i " term k^ rd* ,
01-07-12 07
m# -12-05-12B1,5-1/2"
82
LL 424 lbs
DL 106 lbs
LL 336 lbs
DL 82 lbs
Total Horizontal Product Length=14-01-08
Load Summary
Ta� Descri�tion
Live Dead Snow Wind
Roof Live OCS
1 Standard Load Load T .e Ref. Start End 100% 90%0
Unf.Area(psf) L 00-00-00 14-01-08 40 115% 133% 125%
Controls Summa Value ° 10
Pos. Moment 1,267 ft-lbs /°AllowableoDuration Case S.an 16
Neg. Moment 40.2/0 100% Disclosure
End Reaction -90 ft-lbs 2 9% 100% 16 2-Internal Completeness and accuracy of input must
418 lbs 1 1 -Right be verified by anyone who would rely on
Int. Reaction 529 lbs 39.1% 100% 1 g g
End Shear 21.0% 100% 2-Right
output as evidence of suitability for
-407 lbs 25.0% 100% 1 2-Left particular application.Output here based
End Shear
405 lbs on buildingand analysis
ted design
'Total Load Defl. 24.9% 100% 16 2-Right propertiesio DISE a methods.
L/1,191 (0.125") 20.1% 2-Left Installation of BOISE engineered wood
Load Defl. 2/1,1 g1 (0.042") 0 16 2 products must be in accordance with
Live- l Neg. Defl. 2xL/-76594238 20° current Installationcdes. Guide and applicableoGuide
Max Defl. (-0.052") 31.4% 16 1 -Cantilever or ask q codes.To pleasesInstallation Guide
Span/Depth 0.125" 12.5% 16 1 -Cantilever or ask questions, call
12.5 16
n/a 2 (800)232-0788 before installation.
Bearin• Su. 'oils %Allow % BC CALC®,BC FRAMER® AJSTm,
Dim. L x Value Allow ALLJOIST®,BC RIM BOARD TM
B1 Wall/Plate 5-1/2"Lx 2" Su Member Material BOISE GLULAMTM SIMPLE FRAMING
,
B2 Hanger Load x 2" 529 lbs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM
418 lbs n/a n/a Hanger VPERSA- VERSA-RIM®,
Cautions
g VERSA-STRAND®,VERSA-STUD®are
Design assumes Top and Bottom flanges to be restrained at cantilever. trademarks of Boise Cascade Wood
Products L.L.C.
Notes
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets User specified(2xL/360) Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria.
Header for the hanger at B2 is a Single 5-1/2"x 11-7/8"BOISE GLULAM®24F-V4/DF.
Composite El value based on 23/32"thick sheathing glued and nailed to joist.
Page 1 of 1
®Boisecascade
Single 11-7/8" BCI®5000-1.7 DF
BC CALC®3.0 Design Report-US Service class 114 spans 1 Left cantilever 10/12 slope JOISt1UPPERID3
Build 517
16 OCS 1 Repetitive 1 Glued&nailed construction Wednesday, September 26,2012
Job Name: MISSION HOMES-HIGHLAND HILLS LOT 1 File Name: 12-756
Address: Description: UPPERID3
City, State,Zip: , Specifier: PDG
Customer: PROBUILD FOREST GROVE Designer:
- Company: BOISE CASCADE BMD
Code reports: ESR-1336
Misc:
'Y-u y'tFr- # w' -an* r* *,, *� .,*n. -R,r y, flt * m r + -----�
*»- ai r# "a ' ' "�t" s #"�' #'.m,t . +
igl
iketa 4E41
0111117-09 r k #" �_
B1,5-1/8" 10-01-15 ��� # III `1
12-10-04 ���"_ +� '� ���"" � ��� -<<.�`�� � mit ,,lir p�' � 's
LL 274 lbs B2,5-1/8" 13-11-12
DL 61 lbs LL 734 lbs B3,5-1/2"
DL 160 lbs LL 858 lbs B4
DL 205 lbs LL 330 lbs
DL 75 lbs
Total Horizontal Product Length=37-07-08
Load Summary Live
Ta. Descri.tion Dead Snow Wind Roof Live
Load T .e OCS
1 Standard Load Ref. Start End 100% 90% 115% 133% 125%
Unf.Area(psf) L 00-00-00 37-07-08 40
Controls Summa Value 10
Pos. Moment /°Allowable Duration 16
1,187 37 7% 100% Case s.an Disclosure
Neg. Moment -1,3851,187 ft-lbs 44.0%7 16 4-Internal Completeness
End Reaction100% 22 3-Right be verified by anyone who accuracyof
rely on must
Int. Reaction 405 lbs 37 9%
1,063 lbs 100% 16 4-Right output as evidence of suitability for
- End Shear -394 lbs 42.1% 100% 22 4-Left on buildinguular spode-acc Outputd sereign based
Cont. Shear lbs 24.2% 100% 16 4-Right propeon tisand
analysis
methods.s
Conal Load Defl. L/1,2814 s (0.13") 3 18.7% 100% 222 4-Left Installation of BOISE sengineered wood
Live Load Defl. L/1,521 (0.109") 23 7% 4 products must be in accordance with
Total Neg. Defl. 2x5/-1,725(-0.009") 0 16 4 current Installation Guide and applicable
Max Defl. 0 13" 13.9/0 16 1 -Cantilever or ask buildinquest ons, obtain
callInstallation Guide
- 13.0% 16 4
n/a 4 (800)232-0788 before installation.
Span/Depth 14.0
Bearin• $U• .prig %Allow BC CALC®,BC FRAMER®,AJSTM,
Dim. L x W Value %Allow ALLJOIST®,BC RIM BOARDTM
B1 Beam 5-1/8"x 2„ Su Member Material BOISE GLULAM TM,SIMPLE FRAMING
B21 Beam 5-1/8x 2" 335 lbs 5.0% n/a Glulam 24F-V4 PSYSTEM® VERSA-LAM®,VERSA-RIM
B2 Beam Wall/Plate 5-1/2"x 2" 894 lbs 13.4% n/a Glulam 24F-V4 VERSA-STRAND®,l VERSA-STUD®are
B4 Hanger Load 5-x 2" 1,063 lbs n/a n/a Unspecified
405 lbs Unspecified trademarks of Boise Cascade Wood
Cautions n/a Hanger Products L.L.C.
Design assumes Top and Bottom flanges to be restrained at cantilever.
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 load deflection criteria.
Composite El value based on 23/32"thick sheathing glued and nailed to joist.
Page 1 of 1
®BOiseCascade Single 11-7/8" BCI® 5000-1.7BC CALC®3.0 Design Report-US DF JoistIUPPERID2
Build 517 s pService class 113 spans No cantilevers 10/12 slope
16 OCS Repetitive 1 Glued&nailed construction Wednesday, September 26,2012
Job Name: MISSION HOMES-HIGHLAND HILLS LOT 1 File Name: 12-756
Address: Description: UPPER\D2
City, State,Zip: , Specifier: PDG
Customer: PROBUILD FOREST GROVE Designer:
Company: BOISE CASCADE BMD
Code reports: ESR-1336
Misc:
-'"-.? sa - >_+' -* -, 'kms #` - r•'�,'-1 �( * - t -7
08-08-12
m. ..=_a # # 11-1
BO
236 lbs B1,5-1/8" 2 III 12-10-04 13-11-12
LL 43 lbs LL 692 lbs LL 55 lbs
UP 19 lbs DL 149 lbs 855 lbs B3
DL 208 lbs LL 328 lbs
DDL 75 lbs
Total Horizontal Product Length=35-06-12
Load Summary Live Dead Snow Wind Roof Live
Ta. Descri.tion OCS
1 Standard Load Load T .e Ref. Start End 100% 90% 115% 133% 125%
Unf.Area(psf) L 00-00-00 35-06-12 40
Controls Summa Value o 10
/o Allowable Duration16
Pos. Moment 1,172 ft-lbs o Case s.an Disclosure
Neg. Moment 37.2% 100% 14 3-Internal
-1,384 ft-lbs 44.0% 100% fedCompleteness and accuracy of input must
End Reaction 402 lbs 37.6% 100% 20 2-Right be verified by anyone who would rely on
Int. Reaction 14 3-Right output as evidence of suitability for
End Shear 1,063 lbs 42.1% 100% 20 3-Left
particular application.Outputd here based
-- End Shear
-3911bs 24.1% 100% on buildingcode-accepted ted methods.s
33.7% 14 3-Right propertiesioand DISE engineered
-f.Jplift 19 lbs n/a 100% 20 3-Left Installation of BOISE wood
Total Load Defl. L/1,305(0.128") 18.4% 16 1 -Left products must be in accordance with
Live Load Defl. L/1,551 (0.107") 23 2% 14 3 current Installation Guide and applicable
l
Total Neg. Defl. L/-3,862 (-0.04") g 2% 14 3 or ask buildinquest ons,pleaine tcallati codes.To obtain Installation Guide
Max Defl. 0.128" 12 8% 14 2 (800)232-0788 before installation.
14 3
3 BC CALC®,BC FRAMER®,AJSTM
Span/Depth 14.0 n/a
ALLJOIST®,BC RIM BOADTM BCI®,
Bearin• SU. •OrtS Dim. L x W %Allow %Allow BOISE GLULAMT"^ SIMPLE FRAMING
60 Hanger Load 2"x 2" Value Su..ort Member Material SYSTEM®,VERSA-LAM®,VERSA-RIM
BO Load 2"x 279 lbs n/a n/a Hanger VERSPLUSA-TRAND®I VERSA-STUD®are
B1 Hangerem 2"x 2"x 2" 19 lbs n/a n/a Hanger trademarks of Boise Cascade Wood
B2 Beam Wall/Plate 5-1/2"x 2" 840 lbs 12.6% n/a Glulam 24F-V4 Products L.L.C.
B2 Hanger Load 2-x 2" 1,063 lbs n/a n/a Unspecified
402 lbs n/a n/a Hanger
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 load deflection criteria.
Header for the hanger at BO is a Single 1-3/4"x 11-7/8"VERSA-LAM®2.0 2800 DF.
Header for the hanger at B3 is a Single 3-1/2"x 11-7/8"BOISE GLULAM®24F-V4/DF.
Composite El value based on 23/32"thick sheathing glued and nailed to joist.
Page 1 of 1
®Boise Cascade Single 11-7/8" BCI® 5000-1.7 DF
BC CALC®3.0 Design Report-US JoistIUPPERID1
Build 517 g pService class 1 11 span No cantilevers 0/12 slope
16 OCS I Repetitive I Glued&nailed construction Wednesday, September 26,2012
Job Name: MISSION HOMES-HIGHLAND HILLS LOT 1 File Name: 12-756
Address: Description: UPPER\D1
City, State,Zip: , Specifier: PDG
Customer: PROBUILD FOREST GROVE Designer:
Company: BOISE CASCADE BMD
Code reports: ESR-1336
Misc:
L.
1
# r v rfl ,' �tr, I; . j TAT` +1,P+17-4 WPM r".7.7.5ANNVar 4iNar
,
BO
13-11-08 ��"'"
01
LL 367 lbs
LL 378 lbs
DL 92 lbs B1,78 lbs
DL 94 lbs
Total Horizontal Product Length=13-11-08
Load Summary Live Dead Snow Wind Roof Live
Ta• Descri•tion OCS
Load T •e Ref. Start End 100% 90% 115% 133% 125%
1 Standard Load Unf.Area
(psf) L 00-00-00 13-11-08 40 10
Controls Summa Value o 16
/o Allowable Duration Case S•an
Pos. Moment 1,529 ft-lbs 48.5% Disclosure
End 100% 1 1 -Internal Completeness and accuracy of input must
End Reactioner 447 lbs 458 lbs 42.9% 100% 1 1 -Left be verified by anyone who would rely on
Total Load Defl. L 926(0.175") 27.5% 100% 1 1 -Left output as evidence of suitability for
Live Load Defl. 25.9% 1 1 particular application.Output here based
L/1,158(0.14") 31.1% on buildingisode-accepted design
- Max Defl. 0.175" 17 5% 1 1 properties and analysis methods.
:Max /Depth 13.7 1 1 Installation of BOISE engineered wood
n/a 1 products must be in accordance with
current- Bearin• SuDim.OrtS L x W
%Allow %Allow
building lc des.tTo obtain InstallatioGuide
ion Guide and fn
BO Hanger Load 2"x Value Su.•ort Member Material or ask questions,please call
B1 Wall/Plate 4-1/2"x 2" 458 lbs 30.2% n/a ITS2.06/11.88 (800)232-0788 before installation.
472 lbs n/a n/a Unspecified BC CALC®,BC FRAMER®,AJST^",
Notes ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMT""
Design meets Code minimum (L/240)Total load deflection criteria. SIMPLE FRAMING
Design meets Code minimum (L/360) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM
Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Cascade Wood
PLUS®,VERSA-RIM®,
Header for the hanger ITS2.06/11.88 at BO is a Single 5-1/2"x 11-7/8"BOISE GLULAM® VERSAs .L.C.
L.L.C.
®,VERSA-STUD®are
24F-V4/DF. Products L.L.C.
Hanger ITS2.06/11.88 requires(2) 10d face nails, (4) 10d TF nails, (2) Strong-Grip joist nails.
Hanger Manufacturer: Simpson Strong-Tie, Inc.
Composite El value based on 23/32"thick sheathing glued and nailed to joist.
Page 1 of 1