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MST)-o)l -C ! ®BoiseCascade Single 14" BCI®6000-1.8 DF 32-OJoist\UPPER\D1 BC CALC®3.0 Design Report-US Service class 113 spans 1 Right cantilever 10/12 slope jj??� jj March 01, 2011 Build 517 16 OCS Repetitive Glued&nailed construction 3 .iv�1 ' Job Name: HIGHLAND HILLS LOT 9 File Name: 11-78.BCC Address: Description: UPPER\D1 JUN 2 9 2011 City, State, Zip: , Specifier: BKJ Designer: OFTID Customer: PRO BUILD- FOREST GROVE Company: BOISE CAS t ik � l� Code reports: ESR-1336 Misc: nG� ON sr V trml ® v . ® vr11 ! ll4. v . 111 evrirI41v tvtr . 1 '' t t-oo-oo _. 20-11-00 *Ill BO,3" B1 4" 07-14 LL 276 lbs LL 1,153 lbs B2,6" DL 264 lbs DL 385 lbs LL 559 lbs SL 43 lbs DL 969 lbs SL 1,023 lbs Total Horizontal Product Length=33-06-14 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Floor Load Unf. Area(psf) L 00-00-00 33-06-14 40 10 2 GRANITE/TILE Unf.Area(psf) L 00-00-00 10-00-08 0 30 16 3 ROOF/WALL Conc. Pt. (lbs) L 33-05-00 33-05-00 768 93416 n/a Controls Summary Value %Allowable Duration Case Span Pos. Moment 1,943 ft-lbs 40.4% 100% Disclosure - Neg. Moment -2,544 ft-lbs 52.8% 100% 16 2- Internal be verified Completeness nyo accuracy of input must End Reaction 540 lbs ° ° 18 2-Left be verified by anyone who would rely on 37.6/° 100/° 14 1 -Left output as evidence of suitability for Int. Reaction 2,550 lbs 75.8% 115% 19 3-Left particular application.Output here based End Shear 513 lbs 26.7% 100% 14 1 Left on building code-accepted design Cont. Shear 1,795 lbs 81.1% 115% 2 3- Left properties and analysis methods. Total Load Defl. 2xU485(0.082") 37.1% products BOISE engineeredocwood Live Load Defl. L/1,041 (0.241") 46.1% 13 3 Cantilever current Installation must be in Guidederand with ° 16 2 current and applicable Total Neg. Defl. 2xU-832 (-0.048") 21.6% 16 3-Cantilever building codes.To obtain Installation Guide Max Defl. 0.241" 24.1% 16 2 or ask questions,please call (800)232-0788 before installation. Span/Depth 17.9 n/a 2 %Allow %Allow BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM BCI®, Bearing Supports Dim.(L x W) Value % Support Member Material BOISE GLULAMTM SIMPLE FRAMING BO Wall/Plate 3"x 2-5/16" 583 lbs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Wall/Plate 4"x 2-5/16" 1,538 lbs n/a n/a Unspecified PLUS®,VERSA-RIM®, B2 Wall/Plate 6"x 2-5/16" 2,550 lbs n/a n/a Unspecified VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Cautions Products L.L.C. Design assumes Top and Bottom flanges to be restrained at cantilever. Web stiffeners are always required under concentrated loads that exceed 1,000 lbs. Install the web stiffeners snug to the top of the flange. Follow the nailing schedule for intermediate bearings. Notes Design meets Code minimum (2xU180) Total load deflection criteria. Design meets User specified(L/480) 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 0 Boise Cascade Single 14" BCI® 6000-1.8 DF Joist\UPPER\D3 BC CALC®3.0 Design Report- US Service class 112 spans 1 No cantilevers 10/12 slope Tuesday, March 01, 2011 Build 517 16 OCS 1 Repetitive 1 Glued&nailed construction Job Name: HIGHLAND HILLS LOT 9 File Name: 11-78.BCC Address: Description: UPPER\D3 City, State, Zip: , Specifier: BKJ Customer: PRO BUILD FOREST GROVE Designer: Code reports: ESR-1336 Company: BOISE CASCADE BMD Misc: 1 III 10-08-02 B0,2-3/8" 11-00-11 �. LL 254 lbs 131,3-1/2" 62,3" DL 54 lbs LL 714 lbs LL 263 lbs DL 179 lbs DL 57 lbs Total Horizontal Product Length=21-08-14 Load Summary Live Dead Snow Wind Roof Live OCS Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Floor Load Unf.Area(psf) L 00-00-00 21-08-14 40 10 16 Controls Summary Value %Allowable Duration Case Span Pos. Moment 712 ft-lbs 14.8% 100% Disclosure Neg. Moment 712 ft-lbs ° 16 2- Internal Completeness and accuracy of input must 19.9% 100% 1 1 - Right be verified by anyone who would rely on End Reaction 308 lbs 23.2% 100% 14 1 - Left output as evidence of suitability for - Int. Reaction 893 lbs 34.3% 100% 1 2- Left particular application.Output here based End Shear -3041135 15.8% 100% 16 2 Ri ht on building code-accepted design ft properties and analysis methods. Cont. Shear 441 lbs 22.9% 100% 1 2 Total Load Defl. L/4,069(0.032") 5.9% Installationproducts of BOISE engineeredocwood Live Load Defl. L/4,733(0.028") 10.1% 16 2 rrentInstallationmust be in Guidederand applicable with Total Neg. Defl. 16 2 current and L/-14,043 (-0.009") 1.7% 16 1 building codes.To obtain Installation Guide Max Defl. 0.032" 3.2% 16 2 or ask questions,please call (800)232-0788 before installation. Span/Depth 9.3 n/a 2 BC CALC®,BC FRAMER®,AJST^^ %Allow %Allow ALLJOIST®,BC RIM BOARDTM BCI®, Bearing Supports Dim.(L x W) Value pport Member Material BOISE GLULAMTM SIMPLE FRAMING BO Beam 2-3/8"x 2-5/16" 308 lbs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Beam 3-1/2"x 2-5/16" 893 lbs n/a n/a Unspecified PLUS®,VERSA-RIM®, B2 Wall/Plate 3"x 2-5/16" 321 lbs n/a n/a Unspecified VERSA-STRANDS VERSA-STUD®are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified(L/480) 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 Boise Cascade Single 14" BCI® 90-2.0 DF Joist\UPPER\D4 BC CALC®3.0 Design Report- US Service class 112 spans 1 Right cantilever 10/12 slope Tuesday, March 01, 2011 Build 517 16 OCS 1 Repetitive 1 Glued &nailed construction File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: UPPER\D4 Address: Specifier: BKJ City, State,Zip: , Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: 14. *. 111 . Iv 11m1411IFIF 1Vvvw11 _ 1 i1 v1 * 11 1 : 1 22-02-04 31: 01-07-14 BO B1,6" LL 594 lbs LL 681 lbs DL 96 lbs DL 991 lbs SL 997 lbs Total Horizontal Product Length=23-10-02 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Floor Load Unf.Area(psf) L 00-00-00 23-10-02 40 10 16 2 ROOF/WALL Conc. Pt. (lbs) L 23-08-04 23-08-04 768 934 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 3,504 ft-lbs 30.8% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -2,645 ft-lbs 20.2% 115% 15 1 - Right be verified by anyone who would rely on End Reaction 690 lbs 45.8% 100% 14 1 - Left output as evidence of suitability for Int. Reaction 2,669 lbs 56.6% 115% 2 2-Left particular application.Output here based End Shear 679 lbs 28.9% 100% 14 1 Left on building code-accepted design ro erties and analysis methods. Cont. Shear 1,795 lbs 66.4% 115% 15 2- Left Installation of BOISE engineered wood Total Load Defl. L/823(0.322") 29.2% 14 1 products must be in accordance with Live Load Defl. L/867(0.306") 55.3% 14 1 current Installation Guide and applicable Total Neg. Defl. 2xL/-621 (-0.064") 29.0% 14 2-Cantilever building codes.To obtain Installation Guide Max Defl. 0.322" 32.2% 14 1 or ask questions,please call Span/Depth 18.9 n/a 1 (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM' %Allow %Allow ALLJOIST®,BC RIM BOARDTM+ BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM^,SIMPLE FRAMING BO Hanger Load 2"x 3-1/2" 690 lbs Unspecified n/a Hanger SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Wall/Plate 6"x 3-1/2" 2,669 lbs n/a n/a Unspecified PLUS®,VERSA-RIM, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Cautions Products L.L.C. Design assumes Top and Bottom flanges to be restrained at cantilever. Web stiffeners are always required under concentrated loads that exceed 1,000 lbs. Install the web stiffeners snug to the top of the flange. Follow the nailing schedule for intermediate bearings. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified(L/480) 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 , 0 Boise Cascade Single 8-3/4" x 13-1/2" BOISE GLULAM®24F-V4/DF Floor Beam\UPPER\D5 BC CALC®3.0 Design Report- US Service class 1 1 1 span I No cantilevers 10/12 slope Tuesday, March 01, 2011 Build 517 • File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: UPPER\D5 Address: Specifier: BKJ City, State,Zip:, Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: AITC 117-2004, LA-01365 Misc: P 18-01-06 B0,2-7/16" B1,4-7/8" LL 5,253 lbs LL 4,556 lbs DL 1,237 lbs DL 1,071 lbs Total Horizontal Product Length=18-01-06 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 50 Transferred Load Conc. Pt. (lbs) L 00-08-08 00-08-08 788 160 n/a 51 Transferred Load Conc. Pt. (lbs) L 02-00-08 02-00-08 787 144 n/a 52 Transferred Load Conc. Pt. (lbs) L 03-04-08 03-04-08 837 157 n/a 53 Transferred Load Conc. Pt. (lbs) L 04-08-08 04-08-08 836 157 n/a 54 Transferred Load Conc. Pt. (lbs) L 06-00-08 06-00-08 837 157 n/a 55 Transferred Load Conc. Pt. (lbs) L 07-04-08 07-04-08 837 157 n/a • 56 Transferred Load Conc. Pt. (lbs) L 08-08-08 08-08-08 837 157 n/a 57 Transferred Load Conc. Pt. (lbs) L 10-00-08 10-00-08 670 115 n/a 58 Transferred Load Conc. Pt. (lbs) L 11-04-08 11-04-08 669 115 n/a 59 Transferred Load Conc. Pt. (lbs) L 12-08-08 12-08-08 670 115 n/a 60 Transferred Load Conc. Pt. (lbs) L 14-00-08 14-00-08 670 115 n/a 61 Transferred Load Conc. Pt. (lbs) L 15-04-08 15-04-08 670 115 n/a 62 Transferred Load Conc. Pt. (lbs) L 16-08-08 16-08-08 701 121 n/a 63 Transferred Load Conc. Pt. (lbs) L 00-08-08 00-08-08 -63 n/a 64 Transferred Load Conc. Pt. (lbs) L 02-00-08 02-00-08 -63 n/a 65 Transferred Load Conc. Pt. (lbs) L 03-04-08 03-04-08 -63 n/a 66 Transferred Load Conc. Pt. (lbs) L 04-08-08 04-08-08 -63 n/a 67 Transferred Load Conc. Pt. (lbs) L 06-00-08 06-00-08 -63 n/a 68 Transferred Load Conc. Pt. (lbs) L 07-04-08 07-04-08 -63 n/a 69 Transferred Load Conc. Pt. (lbs) L 08-08-08 08-08-08 -63 n/a 70 Transferred Load Conc. Pt. (lbs) L 10-00-08 10-00-08 -63 n/a 71 Transferred Load Conc. Pt. (lbs) L 11-04-08 11-04-08 -63 n/a 72 Transferred Load Conc. Pt. (lbs) L 12-08-08 12-08-08 -63 n/a 73 Transferred Load Conc. Pt. (lbs) L 14-00-08 14-00-08 -63 n/a 74 Transferred Load Conc. Pt. (lbs) L 15-04-08 15-04-08 -63 n/a 75 Transferred Load Conc. Pt. (lbs) L 16-08-08 16-08-08 -66 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 27,439 ft-lbs 54.3% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 5,929 lbs 28.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/449(0.471") 53.5% 1 1 output as evidence of suitability for Live Load Defl. L/553(0.383") 65.1% 1 1 particular application.Output here based Max Defl. 0.471" 47.1% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 2-7/16"x 8-3/4" 6,490 lbs n/a 46.8% Unspecified or ask questions,please call B1 Post 4-7/8"x 8-3/4" 5,627 lbs n/a 20.3% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM Notes ALLJOISTOO ,BC RIM BOARDTM,BCI®, Design meets Code minimum (L/240)Total load deflection criteria. BOISE GLULAMTM^ SIMPLE FRAMING Design meets Code minimum (L/360) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM n meets arbitraryMaximumloaddeflection criteria. VS®,VERSA® , Design 1"( ) VER SA-STRAND ,VERSA-STUD®are Page 1 of 1 trademarks of Boise Cascade Wood Products L.L.C. . , a Boise Cascade Double 14" BCI®6000-1.8 DF Joist\UPPER\D6 BC CALC®3.0 Design Report- US Service class 1 1 1 span 1 No cantilevers 10/12 slope Tuesday, March 01, 2011 Build 517 13.2 OCS I Repetitive I Glued&nailed construction File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: UPPER\D6 Address: Specifier: BKJ City, State,Zip: , Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: frir r„ y , _� 13-10-os B0,4-7/8" LL 310 lbs DL 462 lbs LL 3b SL 475 lbs DL 314 lbs 4 lbs SL 296 lbs Total Horizontal Product Length=13-10-06 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Floor Load Unf.Area(psf) L 00-00-00 13-10-06 40 10 13.2 2 ROOF/WALL Conc. Pt. (lbs) L 05-05-14 05-05-14 623 770 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,590 ft-lbs 50.5% 115% 2 1 - Internal Completeness and accuracy of input must End Reaction 1,247 lbs 35.5% 115% 2 1 - Left be verified by anyone who would rely on • End Shear 1,225 lbs 27.7% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. L/958(0.168") 25.1% 2 1 particular application.Output here based Live Load Defl. U1,553(0.104") 30.9% 2 1 on building code-accepted design ° properties and analysis methods. Max Defl. 0.168" 16.8% 2 1 Installation of BOISE engineered wood Span/Depth 11.5 n/a 1 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 Wall/Plate 4-7/8"x 4-5/8" 1,247 lbs n/a n/a Unspecified (800)232-0788 before installation. B1 Hanger Load 2"x 4-5/8" 909 lbs Unspecified n/a Hanger BC CALC®,BC FRAMER®,AJST"^, ALLJOIST®,BC RIM BOARDTM BCI®, Notes BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum (L/240)Total load deflection criteria. SYSTEM®,VERSA LAM®,VERSA-RIM Design meets User specified(L/480) Live load deflection criteria. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Cascade Wood Composite El value based on 23/32"thick sheathing glued and nailed to joist. Products L.L.C. Page 1 of 1 ®Boise Cascade Double 3-1/2" x 14" VERSA-LAM® 2.0 3100 DF Floor Beam\UPPER\D7 BC CALC®3.0 Design Report- US Service class 1 I 1 span I No cantilevers 10/12 slope Tuesday, March 01, 2011 Build 517 File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: UPPER\D7 Address: Specifier: BKJ City, State,Zip: , Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1040 Misc: v v v v v v m v v 4r m v v ••r v v dr 1 8 s .�v v .r v v v b o v b m v v v v 3 14-00-02 BO,4-7/8" B1 LL 226 lbs DL 1,232 lbs LL 4lbs SL 882 lbs DL 4344 lbs SL 183 lbs Total Horizontal Product Length=14-00-02 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 ROOF/WALL Unf. Lin. (plf) L 00-00-00 05-03-14 226 200 n/a 2 Floor Load Unf.Area(psf) L 00-00-00 13-10-06 40 10 00-09-08 3 Floor Load Unf.Area(psf) L 13-10-06 14-00-02 40 10 00-08-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,803 ft-lbs 7.2% 115% 13 1 - Internal Completeness and accuracy of input must End Shear 1,568 lbs 7.3% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. L/3,573(0.046") 6.7% 2 1 output as evidence of suitability for Live Load Defl. L/7,506(0.022") 4.8% 2 1 particular application.Output here based Max Defl. 0.046" 4.6% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 11.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 4-7/8"x 7" 2,339 lbs n/a 9.1% Unspecified or ask questions,please call B1 Hanger Load 2"x 7" 835 lbs Unspecified 7.9% Hanger (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM^ Notes ALLJOIST®,BC RIM BOARDTM,BCI®, Design meets Code minimum (L/240)Total load deflection criteria. BOISE GLULAMTM,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. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Connection Diagram Products L.L.C. a %N VN .1 • „A\, E a minimum=2" c= 10" b minimum=2-1/2"d=24" • Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from each side. Bolts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. Connectors are: 1/2 in. Staggered Through Bolt Page 1 of 1 ®Boise Cascade Double 14" BCI®6000-1.8 DF Floor Beam\UPPER\D8 BC CALC®3.0 Design Report- US Service class 1 1 1 span 1 No cantilevers 0/12 slope Tuesday, March 01,2011 Build 517 • File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: UPPER\D8 Address: Specifier: BKJ City, State,Zip: , Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: V' a a v . T T V` 9 Jr tr v. v Y' V ► V 1 vr 9 W W ® `B' T a Y ® w 7 a W a 1 a ® Y' ... , . � " " _ n:' ,�G -.A5 Jr " 1 �_ . „ 41,,:-.9.,--71,4a,44.„-.. .N....-3r -„ , 05-06-12 BO,4-7/8" B1,2-7/8" LL 76 lbs LL 72 lbs DL 683 lbs DL 644 lbs SL 573 lbs SL 540 lbs Total Horizontal Product Length=05-06-12 Live Dead Snow Wind Roof Live Trib. Load Summary Tad Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 ROOF/WALL Unf. Lin. (plf) L 00-00-00 05-06-12 226 200 n/a 2 Floor Load Unf.Area(psf) L 00-00-00 05-06-12 40 10 00-08-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,478 ft-lbs 13.3% 115% 13 1 - Internal Completeness and accuracy of input must End Reaction 1,255 lbs 38.6% 115% 13 1 - Right be verified by anyone who would rely on - End Shear 1,144 lbs 25.8% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. L/3,668(0.016") 6.5% 2 1 particular application.Output here based Live Load Defl. L/7,531 (0.008") 4.8% 2 1 on building code-accepted design ° properties and analysis methods. Max Defl. 0.016" 1.6% 2 1 Installation of BOISE engineered wood Span/Depth 4.3 n/a 1 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 Wall/Plate 4-7/8"x 4-5/8" 1,332 lbs n/a n/a Unspecified (800)232-0788 before installation. B1 Wall/Plate 2-7/8"x 4-5/8" 1,255 lbs n/a n/a Unspecified BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM BCI®, Notes BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum (L/240)Total load deflection criteria. SYSTEM®,VERSA LAM®,VERSA RIM Design meets Code minimum (L/360) Live load deflection criteria. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 a Boise Cascade Single 3-1/2" x 14" VERSA-LAM® 2.0 3100 DF Floor Beam\UPPER\D9 BC CALC®3.0 Design Report- US Service class 1 1 1 span 1 No cantilevers 10/12 slope Tuesday, March 01,2011 Build 517 File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: UPPER\D9 Address: Specifier: BKJ City, State,Zip:, Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1040 Misc: 06-09-08 ► B0,6" B1 4" LL 1,222 lbs LL 916 lbs DL 939 lbs DL 538 lbs SL 669 lbs SL 266 lbs Total Horizontal Product Length=06-09-08 Live Dead Snow Wind Roof Live Trib. Load Summary Taq Description Load Type Ref. Start End 100% 90% 115% 133% 125% 50 Transferred Load Conc. Pt. (lbs) L 00-05-08 00-05-08 93 23 n/a 51 Transferred Load Conc. Pt. (lbs) L 00-08-01 00-08-01 365 251 198 n/a 52 Transferred Load Conc. Pt. (lbs) L 01-09-08 01-09-08 394 338 296 n/a 53 Transferred Load Conc. Pt. (lbs) L 02-10-08 02-10-08 228 266 258 n/a 54 Transferred Load Conc. Pt. (lbs) L 03-01-08 03-01-08 102 26 n/a 55 Transferred Load Conc. Pt. (lbs) L 03-05-08 03-05-08 214 293 183 n/a . 56 Transferred Load Conc. Pt. (lbs) L 04-05-08 04-05-08 318 79 n/a 57 Transferred Load Conc. Pt. (lbs) L 04-08-10 04-08-10 61 25 n/a 58 Transferred Load Conc. Pt. (lbs) L 05-09-08 05-09-08 363 91 n/a - Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 3,638 ft-lbs 10.9% 115% 13 1 - Internal Completeness and accuracy of input must End Shear 1,999 lbs 18.7% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. L/5,067(0.014") 4.7% 13 1 output as evidence of suitability for Live Load Defl. L/7,677(0.01") 4.7% 13 1 particular application.Output here based on building code-accepted design Max Defl. 0.014" 1.4% 13 1 properties and analysis methods. Span/Depth 5.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 6"x 3-1/2" 2,830 lbs n/a 18.0% Unspecified or ask questions,please call B1 Wall/Plate 4"x 3-1/2" 1,720 lbs n/a 16.4% Unspecified (800)232-0788 before installation. BC CALM,BC FRAMER®,AJSTM Notes ALLJOIST®,BC RIM BOARDTM^ BCI®, Design meets Code minimum (L/240) Total load deflection criteria. BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum (0360) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 S Boise Cascade Single 14" BCI® 6000-1.8 DF Joist\UPPER\D10 BC CALC®3.0 Design Report- US Service class 112 spans 1 No cantilevers 10/12 slope Tuesday, March 01,2011 Build 517 16 OCS 1 Repetitive I Glued&nailed construction File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: UPPER\D10 Address: Specifier: BKJ City, State,Zip:, Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: . * * * 11 vi ® 4, VV111 . . mlv. li . v * . x. 11 _ . . _ . 05-05-14 �� 08-06-14 �� B0,4-7/8" B1,4" B2,2-7/8" LL 142 lbs LL 474 lbs LL 199 lbs DL 21 lbs DL 118 lbs DL 48 lbs UP 35 lbs Total Horizontal Product Length=14-00-12 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Floor Load Unf.Area(psf) L 00-00-00 14-00-12 40 10 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 412 ft-lbs 8.6% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -448 ft-lbs 9.3% 100% 1 1 - Right be verified by anyone who would rely on End Reaction 246 lbs 17.4% 100% 16 2- Right output as evidence of suitability for • Int. Reaction 592 lbs 22.0% 100% 1 2- Left particular application.Output here based End Shear 230 lbs 12.0% 100% 16 2 Right on building code-accepted design ° ° properties and analysis methods. Cont. Shear 322 lbs 16.7% 100% 1 2- Left Installation of BOISE engineered wood Uplift 35 lbs n/a 16 1 -Left products must be in accordance with Total Load Defl. L/7,793(0.013") 3.1% 16 2 current Installation Guide and applicable Live Load Defl. L/9,521 (0.011") 5.0% 16 2 building codes.To obtain Installation Guide Total Neg. Defl. U-23,957(-0.003") 1.0% 16 1 or ask questions,please call Max Defl. 0.013" 1.3% 16 2 (800)232-0788 before installation. Span/Depth 7.2 n/a 2 BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, %Allow %Allow BOISE GLULAMTMSIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member Material SYSTEM®,VERSA-LAM®,VERSA-RIM BO Wall/Plate 4-7/8"x 2-5/16" 164 lbs n/a n/a Unspecified PLUS®,VERSA-RIM®, B1 Wall/Plate 4"x 2-5/16" 592 lbs n/a n/a Unspecified VERSA-STRAND®,VERSA-STUD®are B2 Wall/Plate 2-7/8"x 2-5/16" 246 lbs n/a n/a Unspecified Products Parodductsucts s of Boise Cascade Wood L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified (U480) 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 1of1 ®BoiseCascade Single 3-1/2" x 14" VERSA-LAM®2.0 3100 DF Floor Beam\UPPER\D11 BC CALC®3.0 Design Report- US Service class 111 span I No cantilevers 10/12 slope Tuesday, March 01,2011 Build 517 File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: UPPER\D11 Address: Specifier: BKJ City, State,Zip: , Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1040 Misc: fi° k!:.-71('f4',,;,�y _ - a� it' 144, _� 060908 _� B0,6" Bi 4" LL 588 lbs LL 653 lbs DL 194 lbs DL 211 lbs Total Horizontal Product Length=06-09-08 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 50 Transferred Load Conc. Pt. (lbs) L 01-09-08 01-09-08 339 85 n/a 51 Transferred Load Conc. Pt. (lbs) L 03-01-08 03-01-08 349 87 n/a 52 Transferred Load Conc. Pt. (lbs) L 04-05-08 04-05-08 246 61 n/a 53 Transferred Load Conc. Pt. (lbs) L 04-08-10 04-08-10 61 25 n/a 54 Transferred Load Conc. Pt. (lbs) L 05-09-08 05-09-08 246 62 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,475 ft-lbs 5.1% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 761 lbs 8.2% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/12,300(0.006") 2.0% 1 1 output as evidence of suitability for Live Load Defl. U16,134(0.005") 2.2% 1 1 particular application.Output here based Max Defl. 0.006" 0.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 5.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 6"x 3-1/2" 782 lbs n/a 5.0% Unspecified or ask questions,please call B1 Wall/Plate 4"x 3-1/2" 864 lbs n/a 8.2% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMERS,AJSTM Notes ALLJOIST®,BC RIM BOARDTM,BCI®, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMT"^,SIMPLE FRAMING Design meets Code minimum(L/360) Live load deflection criteria. SYSTEM®,VERSA-LAMS,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. VERS®,VERSA-R,MS, VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 _ 0 Boise Cascade Single 14" BCI® 6000-1.8 DF Joist\UPPER\D12 BC CALC®3.0 Design Report-US Service class 112 spans 1 No cantilevers 10/12 slope Tuesday, March 01, 2011 Build 517 16 OCS I Repetitive I Glued &nailed construction File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: UPPER\D12 Address: Specifier: BKJ City, State,Zip:, Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: a v t i 1, * i a a .r a a a v "-%, ------- ------1--1 , t 'v * w ® yr t " w •s v v a v v a a *-1S f jilt fir —' ... qi,_- a ism '" • a ti* A.._._ 9 y._ ...._ °�`1; „,,1114.--f: ►� 05-02-14 mo 04-02-04 �,_ BO,2-7/8” B1,4" 62 LL 126 lbs LL 307 lbs LL 102 lbs DL 29 lbs DL 77 lbs DL 20 lbs UP 3 lbs Total Horizontal Product Length=09-05-02 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Floor Load Unf. Area(psf) L 00-00-00 09-05-02 40 10 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 153 ft-lbs 3.2% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -180 ft-lbs 3.7% 100% 1 1 - Right be verified by anyone who would rely on End Reaction 155 lbs 10.9% 100% 14 1 - Left output as evidence of suitability for - Int. Reaction 384 lbs 14.3% 100% 1 2- Left particular application.Output here based End Shear 139 lbs 7.2% 100% 14 1 - Left on hding codea-accepted design Cont. Shear 193 lbs 10.0% 100% propertiesaioand BOISE methods.engineered 1 1 - Right Installation of wood Uplift 3 lbs n/a 14 2- Right products must be in accordance with Total Load Defl. L/20,570 (0.003") 1.2% 14 1 current Installation Guide and applicable Live Load Defl. L/24,699 (0.002") 1.9% 14 1 building codes.To obtain Installation Guide Max Def I. 0.003" 0.3% 14 1 or ask questions,please call Span/Depth 4.3 n/a 1 (800)232-0788 before installation. BC CALCOO,BC FRAMER®,AJSTM^, %Allow %Allow ALLJOIST®,BC RIM BOARDTM,BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM" SIMPLE FRAMING BO Wall/Plate 2-7/8"x 2-5/16" 155 lbs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Wall/Plate 4"x 2-5/16" 384 lbs n/a n/a Unspecified PLUS®,VERSA-RIM®, Hanger Load 2"x 2-5/16" 122 lbs Unspecified n/a Hanger VERSA STRAND®,VERSA-STUD®are B2 p g trademarks of Boise Cascade Wood B2 Hanger Uplift 2"x 2-5/16" 3 lbs Unspecified n/a Hanger Products L.L.C. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified(L/480) 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 ®Boise Cascade Single 9-1/2" BCI® 5000-1.7 DF Joist\MAIN\D13 BC CALC®3.0 Design Report- US Service class 113 spans 1 No cantilevers 10/12 slope Tuesday, March 01, 2011 Build 517 16 OCS I Repetitive ! Member construction File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: MAIN\D13 Address: Specifier: BKJ City, State, Zip: , Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: 1 . w .2. 1 13 m r _ ® 11 . dr11asolV + VVlll : ® ® dr111 .� Vdr11 . 111111 . dir 12-09-14 12-05-08 �� = 12-00-06 -� BO,4-7/8" B1,6" B2,6" B3,4-7/8" LL 316 lbs LL 797 lbs LL 770 lbs LL 302 lbs DL 73 lbs DL 173 lbs DL 330 lbs DL 140 lbs Total Horizontal Product Length=37-03-12 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Floor Load Unf.Area(psf) L 00-00-00 37-03-12 40 10 16 2 GRANITE Unf.Area(psf) L 23-07-15 30-10-14 0 23 11.3 3 GRANITE Unf.Area(psf) L 34-10-14 36-10-14 0 23 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,026 ft-lbs 41.7% 100% 14 3- Internal Completeness and accuracy of input must - Neg. Moment -1,219 ft-lbs 49.6% 100% 20 2- Right be verified by anyone who would rely on End Reaction 442 lbs 39.3% 100% 14 3- Right output as evidence of suitability for Int. Reaction 1,100 lbs 43.6% 100% 20 3- Left particular application.Output here based End Shear 415 lbs 28.10/0 100% on building code-accepted design 14 3- Right ro erties and analysis methods. Cont. Shear 570 lbs 38.6% 100% 20 3-Left properties of BOISE engineered wood Total Load Defl. U825(0.182") 29.1% 14 1 products must be in accordance with Live Load Defl. L/986(0.152") 48.7% 14 1 current Installation Guide and applicable Total Neg. Defl. L/-1,571 (-0.095") 15.3% 14 2 building codes.To obtain Installation Guide Max Defl. 0.182" 18,2% 14 1 or ask questions,please call Span/Depth 15.8 n/a 1 (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJSTM %Allow %Allow ALLJOIST®,BC RIM BOARDTM^ BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTm,SIMPLE FRAMING BO Wall/Plate 4-7/8"x 2" 389 lbs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Wall/Plate 6"x 2" 970 lbs n/a n/a Unspecified PLUS@,VERSA-RIM®, B2 Wall/Plate 6"x 2" 1,100 lbs n/a n/a Unspecified VERSA-STRAND®,VERSA-STUD®are B3 Wall/Plate 4-7/8"x 2" 442 lbs n/a n/a Unspecified Products a of Boise Cascade Wood s L.L.C. Notes Design meets Code minimum (11240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 1 ®Boise Cascade Single 3-1/2" x 9-1/2" BOISE GLULAM® 24F-V4/DF Floor Beam\MAIN\D14 BC CALC®3.0 Design Report- US Service class 114 spans 1 No cantilevers 10/12 slope Tuesday, March 01,2011 Build 517 File Name: 11-78.BCC Job Name: HIGHLAND HILLS-LOT 9 Description: MAIN\D14 Address: Specifier: BKJ City, State, Zip: , Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: AITC 117-2004, LA-01365 Misc: 1 b v w v w : o ® V 'V w : V V o m w T T .L V s 1 ,b 3 v v v v s v v V 1 .a 16:.-106-04-00 ' 06-05-14 =� 06-05-08 ' 06-00-00 =� BO,4-7/8" B1,5-1/2" B2,6" B3,5-1/2" B4,3" LL 2,447 lbs LL 6,817 lbs LL 6,701 lbs LL 2,732 lbs LL 230 lbs DL 851 lbs DL 2,557 lbs DL 2,475 lbs DL 958 lbs DL 0 lbs UP 387 lbs Total Horizontal Product Length=25-03-06 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Floor Load Unf.Area(psf) L 00-00-00 12-09-14 40 10 01-04-00 2 SEC FLR Unf. Lin. (plf) L 00-04-14 18-04-14 865 348 n/a 3 Floor Load Unf.Area(psf) L 12-09-14 25-03-06 40 10 01-03-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,345 ft-lbs 41.3% 100% 14 1 - Internal Completeness and accuracy of input must - Neg. Moment -5,549 ft-lbs 68.4% 100% 18 1 - Right be verified by anyone who would rely on End Shear 2,246 lbs 38.2% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 3,468 lbs 59.0% 100% 18 1 - Right particular application.Output here based Uplift 387 lbs n/a 14 4 Right on building code-accepted design ° properties and analysis methods. Total Load Defl. L/1,267(0.057") 18.9% 14 1 Installation of BOISE engineered wood Live Load Defl. L/1,591 (0.045") 22.6% 14 1 products must be in accordance with Total Neg. Defl. L/-2,967(-0.026") 8.1% 14 2 current Installation Guide and applicable Max Defl. 0.057" 5.7% 14 1 building codes.To obtain Installation Guide Span/Depth 8.2 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJSTM^ Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®,BC RIM BOARDTM^ BCI®, BO Wall/Plate 4-7/8"x 3-1/2" 3,298 lbs n/a 29.7% Unspecified BOISE GLULAMTM,SIMPLE FRAMING B1 Post 5-1/2"x 3-1/2" 9,374 lbs n/a 74.9% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Wall/Plate 6"x 3-1/2" 9,176 lbs n/a 67.2% Unspecified PLUS®,VERSA RIM®, B3 Post 5-1/2"x 3-1/2" 3,690 lbs n/a 29.5% Unspecified VERSA-STRAND®,VERSA-STUD®are B4 Wall/Plate 3"x 3-1/2" 185 lbs n/a 2.7% Unspecified Products L.L.C.of Boise Cascade Wood ° P Products L. Cautions Uplift of 387 lbs found at span 4- Right. 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. Page 1 of 1 a Boise Cascade Single 3-1/2" x 9-1/2" BOISE GLULAM® 24F-V4/DF Floor Beam\MAIN\D15 BC CALC®3.0 Design Report- US Service class 112 spans 1 No cantilevers 0/12 slope Tuesday, March 01, 2011 Build 517 File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: MAIN\D15 Address: Specifier: BKJ City, State,Zip: , Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: AITC 117-2004, LA-01365 Misc: I/ ® 4 . 4VVAtV444 . V' 4 • vVV • VVV° * w4444Iv 44444 . 444 I'1 06-06-08 05-11-00 A B0,3" B1,4" B2 3" LL 167 lbs LL 5,669 lbs LL 154 lbs DL 59 lbs DL 1,627 lbs DL 50 lbs Total Horizontal Product Length=12-05-08 Live Dead Snow Wind Roof Live Trib. I Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Floor Load Unf.Area(psf) L 00-00-00 12-05-08 40 10 01-05-00 2 POST Conc. Pt. (lbs) L 06-06-08 06-06-08 5,240 1,458 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 282 ft-lbs 2.7% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -365 ft-lbs 4.5% 100% 1 1 - Right be verified by anyone who would rely on - End Shear 144 lbs 2.4% 100% 14 1 - Left output as evidence of suitability for Cont. Shear 233 lbs 4.0% 100% 1 1 - Right particular application.Output here based Total Load Defl. U18,984(0.004") 1.3% 14 1 on building code-accepted design Live Load Defl. U24,036(0.003") 1.5% propeatio and BOISEanalyengineered methods. 14 1 Installation of wood Max Defl. 0.004" 0.4% 14 1 products must be in accordance with Span/Depth 8.0 n/a 1 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 3"x 3-1/2" 226 lbs n/a 3.3% Unspecified BC CALC®,BC FRAMER®,AJSTM, B1 Post 4"x 3-1/2" 7,296 lbs n/a 80.2% Unspecified ALLJOIST®,BC RIM BOARDTM,BCI®, B2 Wall/Plate 3"x 3-1/2" 204 lbs n/a 3.0% Unspecified BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum (L/240)Total load deflection criteria. trademarks of Boise Cascade Wood Design meets Code minimum(L/360) Live load deflection criteria. Products L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 1 • . a Boise Cascade Single 3-1/2" x 9-1/2" BOISE GLULAM® 24F-V4/DF Floor Beam\MAIN\D16 BC CALC®3.0 Design Report- US Service class 1 1 1 span 1 No cantilevers 10/12 slope Tuesday, March 01, 2011 Build 517 • File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: MAIN\D16 Address: Specifier: BKJ City, State,Zip: , Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: AITC 117-2004, LA-01365 Misc: . .. . 4. . ,I. . 1 .. 1 .. I . ! 11 ,I, J, I, L , I, I, I , I . 111111 . 111111 ® 1111 11 . 1 . . . _ l _ 1 . . . . „ . o .�.. -1 - ,2000s ►. B0,3" B1,4-7/8" LL 1,102 lbs LL 1,539 lbs DL 325 lbs DL 436 lbs Total Horizontal Product Length=12-00-06 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Floor Load Unf.Area(psf) L 00-00-00 12-00-06 40 10 01-02-00 2 SEC FLR Unf. Lin. (plf) L 02-07-08 11-07-08 231 58 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,455 ft-lbs 51.8% 100% 1 1 - Internal Completeness and accuracy of input must End Shear -1,666 lbs 28.4% 100% 1 1 - Right be verified by anyone who would rely on - Total Load Defl. L/485(0.284") 49.5% 1 1 output as evidence of suitability for Live Load Defl. L/622(0.222") 57.8% 1 1 particular application.Output here based Max Defl. 0.284" 28.4% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 14.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3"x 3-1/2" 1,427 lbs n/a 20.9% Unspecifiedor ask questions,please call B1 Wall/Plate 4-7/8"x 3-1/2" 1,975 lbs n/a 17.8% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM^ Notes ALLJOIST®,BC RIM BOARDTM^ BCI®, Design meets Code minimum (L/240) Total load deflection criteria. BOISE GLULAMTM,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. PLUS®,VERSA RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 ®Boise Cascade Single 3-1/2" x 9-1/2" BOISE GLULAM® 24F-V4/DF Floor Beam\MAIN\D17 BC CALC®3.0 Design Report- US Service class 1 1 1 span 1 No cantilevers 10/12 slope Tuesday, March 01, 2011 Build 517 File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: MAIN\D17 Address: Specifier: BKJ City, State,Zip: , Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: AITC 117-2004, LA-01365 Misc: H11111111111 . 1 & 1 . 1 . 1 . 1 ' _ . . . 11111V11111111 : 1111 ® 111 . 1 . 1 . ® . 1e . 1Irv . ® 1 _ 1 : 1 12-00-06 om B0,3" B1,4-7/8" LL 1,471 lbs LL 1,708 lbs DL 447 lbs DL 490 lbs Total Horizontal Product Length=12-00-06 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Floor Load Unf.Area(psf) L 00-00-00 12-00-06 40 10 01-03-00 2 SEC FLR Unf. Lin. (plf) L 03-03-08 11-07-08 231 58 n/a 3 POST Conc. Pt. (lbs) L 03-05-08 03-05-08 652 205 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 6,670 ft-lbs 63.4% 100% 1 1 - Internal Completeness and accuracy of input must End Shear -1,883 lbs 32.1% 100% 1 1 - Right be verified by anyone who would rely on Total Load Defl. U392(0.352") 61.2% 1 1 output as evidence of suitability for Live Load Defl. U507(0.272") 71.1% 1 1 particular application.Output here based Max Defl. 0.352" 35.2% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 14.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3"x 3-1/2" 1,918 lbs n/a 28.1% Unspecified or ask questions,please call B1 Wall/Plate 4-7/8"x 3-1/2" 2,197 lbs n/a 19.8% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, Notes ALLJOIST®,BC RIM BOARDTM,BCI®, Design meets Code minimum (U240) Total load deflection criteria. BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum (U360) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets arbitrary1" Maximum load deflection criteria. VERS®,VERSA-RIM®, 9 ( ) VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 ®Boise Cascade Single 5-1/2" x 9-1/2" BOISE GLULAM® 24F-V4/DF Floor Beam\MAIN\D18 BC CALC®3.0 Design Report- US Service class 111 span I No cantilevers 10/12 slope Tuesday, March 01,2011 Build 517 File Name: 11-78.BCC Job Name: HIGHLAND HILLS-LOT 9 Description: MAIN\D18 Address: Specifier: BKJ City, State,Zip:, Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: AITC 117-2004, LA-01365 Misc: 0 I w11 :3® 1011 . 1111V111111 . 111 . • i . li . w1er111 . 11111111 n 15-01-04 BO,4-7/8" B1,4-7/8" LL 1,324 lbs LL 1,289 lbs DL 559 lbs DL 516 lbs Total Horizontal Product Length=15-01-04 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Floor Load Unf.Area(psf) L 00-00-00 15-01-04 40 10 01-03-00 2 POST Conc. Pt. (lbs) L 06-06-06 06-06-06 1,182 531 n/a 3 SEC FLR Unf. Lin. (plf) L 06-08-06 11-02-14 149 36 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 10,047 ft-lbs 60.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1,793 lbs 19.4% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/366(0.473") 65.6% 1 1 output as evidence of suitability for Live Load Defl. L/513(0.337") 70.2% 1 1 particular application.Output here based Max Defl. 0.473" 47.3% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 18.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 4-7/8"x 5-1/2" 1,883 lbs n/a 10.8% Unspecified or ask questions,please call B1 Wall/Plate 4-7/8"x 5-1/2" 1,805 lbs n/a 10.4% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, Notes ALLJOIST®,BC RIM BOARDTM BCI®, Design meets Code minimum (L/240)Total load deflection criteria. BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum(L/360) Live load deflection criteria. PLUS®,V RSA RI LAM®,VERSA-RIM 9 PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 Boise Cascade Single 3-1/2" x 9-1/2" BOISE GLULAM® 24F-V4/DF Floor Beam\MAIN\D19 BC CALC®3.0 Design Report- US Service class 111 span 1 No cantilevers 10/12 slope Tuesday, March 01,2011 Build 517 File Name: 11-78.BCC Job Name: HIGHLAND HILLS- LOT 9 Description: MAIN\D19 Address: Specifier: BKJ City, State,Zip: , Designer: Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Code reports: AITC 117-2004, LA-01365 Misc: 15-01-04 BO61,4-7/8" LL 2 l3 lb7 lbs3 lbs LL 698 lbs DL 23 LL DL 631 lbs Total Horizontal Product Length=15-01-04 Live Dead Snow Wind Roof Live Trib. Load Summary Taq Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Floor Load Unf.Area(psf) L 00-00-00 15-01-04 40 10 00-08-00 2 POST Conc. Pt. (lbs) L 12-00-06 12-00-06 612 640 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 3,430 ft-lbs 32.6% 100% 1 1 - Internal Completeness and accuracy of input must End Shear -1,279 lbs 21.8% 100% 1 1 - Right be verified by anyone who would rely on - Total Load Defl. L/681 (0.254") 35.2% 1 1 output as evidence of suitability for Live Load Defl. L/1,256 ) 28.7% 1 1'0.138particular application.Output here based ( on building code-accepted design Max Defl. 0.254" 25.4% 1 1 properties and analysis methods. Span/Depth 18.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 4-7/8"x 3-1/2" 550 lbs n/a 5.0% Unspecified or ask questions,please call B1 Wall/Plate 4-7/8"x 3-1/2" 1,328 lbs n/a 12.0% Unspecified (800)232 0788 before installation. BC CALC®,BC FRAMER®,AJSTM, Notes ALLJOIST®,BC RIM BOARDTM BCIOO , Design meets Code minimum (L/240)Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMINGG Design meets Code minimum L/360) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM g ( PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 BOISE CASCADE - BC FRAMER 3.0 US Main Piece Report File Name: 11-78.bcf 2/3/2011 2:31 PM ®Boise Cascade Customer: PRO BUILD FOREST GROVE Company: BOISE CASCADE BMD Job Name: HIGHLAND HILLS - LOT 9 City,State: VANCOUVER,WA Address: Drawn By: BKJ Location: Misc: AJSTM, ALLJOIST®, BC RIM BOARDTM, BCIOO , BOISE GLULAMTM VERSA-LAM®, VERSA-RIM PLUS®, VERSA-RIM®, VERSA-STRAND®, VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. NOMINALIZED MEMBERS: Product Depth Tag Qty Length Total Len. 9-1/2" BCI®5000-1.7 DF 9-1/2" 1 19 38'0" 722'0" 2 3 26'0" 78'0" 3 12 16'0" 192'0" 4 5 13'0" 65'0" 5 1 8'0" 8'0" 6 1 5'0" 5'0" 7 2 2'0" 4'0" 43 1,074'0" 3-1/2"x 9-1/2" BOISE GLULAM®24F-V4/DF 9-1/2" 8 1 26'0" 26'0" 9 1 16'0" 16'0" 10 3 13'0" 39'0" 5 81'0" 5-1/2"x 9-1/2" BOISE GLULAM®24F-V4/DF 9-1/2" 11 1 16'0" 16'0" 1 16'0" STANDARD BLOCKING:(Total Length blocking run) Product Depth Tag Std. Block Len. 9-1/2"BCI®5000-1.7 DF 9-1/2" 12 14" 66'0" TOTAL LENGTH PRODUCTS: Product Depth Tag Total Len. 1-1/8"x 9-1/2" BC RIM BOARDTM OSB 9-1/2" 13 180'0" ACCESSORIES: Product Size Tag Qty M 4 x8 23/32" T&G 23/32" n/a 46 ITS2.06/9.5 H2 6 BC FRAMER®2002 2/3/2011 3:28:34 PM 11-78.bcf 1 of 1 . BOISE CASCADE - BC FRAMER 3.0 US Main Piece Report File Name: 11-78.bcf 2/3/2011 2:31 PM ©Boise Cascade Customer: PRO BUILD- FOREST GROVE Company: BOISE CASCADE BMD Job Name: HIGHLAND HILLS- LOT 9 City,State: VANCOUVER,WA Address: Drawn By: BKJ Location: Misc: AJSTM, ALLJOIST®, BC RIM BOARDTM, BCI®, BOISE GLULAMTM' VERSA-LAM®, VERSA-RIM PLUS®, VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. NOMINALIZED MEMBERS: Product Depth Tag Qty Length Total Len. 9-1/2"BCIO 5000-1.7 DF 9-1/2" 1 19 38'0" 722'0" 2 3 26'0" 78'0" 3 12 16'0" 192'0" 4 5 13'0" 65'0" 5 1 8'0" 8,0" 6 1 5'0" 5'0" 7 2 2'0" 4'0" 43 1,074'0" 3-1/2"x 9-1/2" BOISE GLULAM®24F-V4/DF 9-1/2" 8 1 26'0" 26'0" 9 1 16'0" 16'0" 10 3 13'0" 39'0" 5 81'0" 5-1/2"x 9-1/2" BOISE GLULAM®24F-V4/DF 9-1/2" 11 1 16'0" 16'0" 1 16'0" STANDARD BLOCKING:(Total Length blocking run) Product Depth Tag Std. Block Len. 9-1/2"BCI®5000-1.7 DF 9-1/2" 12 14" 66'0" TOTAL LENGTH PRODUCTS: Product Depth Tag Total Len. 1-1/8"x 9-1/2"BC RIM BOARDTM OSB 9-1/2" 13 180'0" ACCESSORIES: Product Size Tag Qty 4 x 8 23/32" T&G 23/32" n/a 46 ITS2.06/9.5 H2 6 BC FRAMER®2002 2/3/2011 3:28:34 PM 11-78.bcf 1 of 1