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Specifications r L1 Hc HORN CONSULTING ENGINEERS LLC New House: MHNW-17-31 Plan 2998 GR Code Basis of Design: 2014 O.S.S.C. and 2014 O.R.S.C. Wind Loading: Per ASCE 7 Fig 28.6-1 See attached elevations for wind loading breakdown per level. 125mph 3-sec gust Exp B. The mean roof height of the house h =27' approximately. o o 00 444440 0 ‘0011 o0 o 1Wgildri 01/141111011114111 0 �f s 44t441o . 1f titi %rri l � A A � ‘ © •,. - POI . 11160°// Case B a = .10*40' =4.0' or for h =27' a = .4(h) = .4(27') = 10.8' a must be larger than .04(40')= 1.6' or 3' a =4' controls Therefore: 2a =8' see Fig 6-2 ASCE 7, and Figure above. 1302 SSCBERTHA BLVD. • PORI'.AND, OR • 97219 PHONE: 503.892.5782 • F'1A11,: DAVE R IIORNCE.COM L2 Hc E HORN CONSULTING ENGINEERS LLC Seismic Loading: D1 seismic design category per O.R.S.0 SIDS= .72, R =6.5, W=weight of structure V= [1.2 Sos/(R x 1.4)]W V= .095W Roof Dead load = 15 psf Exterior Wall Dead load = 12 psf Interior Wall Dead load = 8 psf Floor Dead load = 12 psf Seismic in Front to Back: Wr= [.095(43')(15+6+4)] = 102.1 plf < 145.5plf therefore, wind governs in both directions. W2 = [.095(44')(12+12+8)] + 102.1 plf=235.9plf< 287.4plf therefore, wind governs in both directions. Seismic in Side to Side: Wr= [.095(40')(15+6+4)] = 95p1f < 142.7plf therefore, wind governs in both directions. W2 = [.095(40')(12+12+8)] + 95p1f=216.6plf< 285p1f therefore, wind governs in both directions. Redundancy Factor= 1.0 per ASCE7 section 12.3.4.2 1302 SW ]BERTHA BLVD. • RORTL.AND, OR • 97219 PHONE 503.892.5782 • EMAIL: DAVI q HORNCI, (OM I L3 Hc E HORN CONSULTING ENGINEERS LLC Roof Diaphragm: Left Wall Line Back Wall Line P = (0.1455) klf x 20' = 2.9k P= (0.1427) klf x 22' = 3.1k V= P/(27.5)' = 106plf Type A Wall V= P/(27)' = 116plf Type A Wall 13'Wall 4'Wall Mot = 12.4kft Mot=4.2kft Mr= 12.4kft No HD Req'd Mr= 2.0kft T= 0.6k Type7HD Right Wall Line 11.5' Wall P = (0.1455) klf x 20' = 2.9k Mot= 12.0kft V= P/(28.75)' = 101 plf Type A Wall Mr= 10.1 kft 7.25'Wall T= 0.2k No HD Req'd Mot= 6.6kft Mr= 4.8kft Front Wall Line T = 0.3k No HD Req'd P= (0.1427) klf x 23' = 3.3k V= P/(15)' = 219plf Type A Wall 3'Wall Mot= 5.9kft Mr= 2.0kft T= 1.3k Type 8 HD 1302 SW BERI!IA BLVD. • PORTLAND, OR • 97219 PHONE: 503.892.5782 • EMAIL: DAVE@HORNCE.COM L4 Hc E HORN CONSULTING ENGINEERS LLC Upper Floor Diaphragm: Left Wall Line Back Wall Line P = (0.1455) klf x 20' + 2.9k= 5.8k P= (0.1423) klf x 9' + 3.1k =4.4k V= P/(23.5)' =247plf Type V= P/(15.5)' =283p1f Type A Wall 5.5'Wall 5'Wall Mot = 13.6kftMot= 14.1 kft Mr= 3.2kft Mr= 3.0kft T = 1.9k Type 1 HD T=2.2k+ 0.6k=2.8k Type I HD Right Wall Line Wall Line @ Back of Garage P = (0.1455) klf x 20' + 2.9k= 5.8k P = (0.1423) klf x 20.5' =2.9k V= P/(41)' = 142p1f Type A Wall V= P/(18.5)' = 158p1f Type A Wall 41'Wall 18.5'Wall Mot= 58.0kft Mot = 29.2kft Mr= 97.0kft No HD Req'd Mr= 25.3kft T= 0.2k No HD Req'd Front Wall Line P= (0.1423)(16.5')+(0.0634)(1')+3.3k= 5.7k V= P/(9.5)' = 601 plf Type D Wall 3'Wall Mot= 18.0kft Mr= 1.4kft T= 5.5k Type 3 HD Check Sill Plate P= (0.095)(23')+(0.1216)(16.5') =4.2k/9.5' =441 /[(1.25-0.125(6/1.75) = 537p1f 3x Sill Req'd 1302 SV, BERTHA BLVD. • PORTLAND, OR • 97219 PHONE: 503.892.57$2 • EM:\IL: DAVE(!HORNCE.COT1 1 S =',WI I Z• 2 I _o 741 Ohl t44Z �' £14/Z LO J .8 ,/,Z .11 •1.. S 1 = `'95-21'2 V � `lei �SrZ Z. ole Z i i12 am - ' ID 116s \.. Mill • N M I 4 le .1144.Ij I 0 111 1611 = IANL ■■■■et■■ Emmy AP ON *IL" V.111111=11V \ININJ/IdIPZIP' V Elm !1 ■ mi ii 41 , III ME 74 S•SI'/ *M . .. .... ...0 _ N I V 1 1 I 0.1,t =Q ,Q,.a.•14ar7 01-t..1.2 oil04? f..-5,2 *V c/tY j -ti r vaat.E g dx, *ON az) -6. i7SA, .i .tZ Sir 1/4,, £•21,2 a kdr)1't£Z.--I"l 1 W I .jam 1 =z 1 1,1092. Z*'i k CD J .0, ,sZ. ,sl ,/.w A--Zf,l •(1J6:ttZ *•'AVL . j . 2 Ua2lM S•�sZ 1� Sys2 NlifolvmmowAmErimmomomomorimmi_ Iii . ____ ,. II yo h'il V b eira •/« t•ZhJ * r''J ■.�. Ilk S. 4 ZN744 oh! a _0--. 42.*IN/ ,4 o2 art, at .-t£ :e 4-52 g V 0-I w•r _ 12 -1s", gat-.L g et7t,7 FId+N v2/ $ SSV i PROJECT MNNW -17-31 SHEET FTI-► H C E SUBJECT robriA/4 DATE U•2%. /3 Horn Consulting Engineers LLC BY 4 Y k P= .b.7 t k = �•5 K.sF =3.d .Z SF" x,a" w t Fri, V . - #►4=s 6 H3 Pe r Ii,9'^ j /.5 KSF c 79* f 36 Xt�� CMtC. Fr!j W/ 't - 4�;c t ' `•0.4-k 4 1,s KsF r 4-. 03 4.a �b" )J ' cokt. FTS, @8. P = 7.7614 s /. KSF = 6•i fE_ " X tat' co�ftG fro ®4I& Muss t'L �t ..0.045(a'+15041A) 3. 51k 1 / / (4, r 0•04-c 04'44 _.0.143 ; 1.:1 7' wi . o.otkrs (a') =o.oy MY, + 3.61k i,'0.12)3z! `.3S caYc, Fr* f.s6 '/ 3- 44's 9320 SW BARBUR BLVD. SUITE 135 • PORTLAND, OR • 97219 PHONE: 503.892.5782 • EMAIL: DAVE@HORNCE.COM PROJECT htfl-ltik/ -11 3/ SHEET F r4 112/1 HCE DATE U. .2.t /7 SUBJECT Foo (4 1_Y Horn Consulting Engineers LLC BY COI/Z. TtZ Lai R. ?.0 4,40( = 13. 64 I"' 3trlittx le cAlAt. Fr4 it A P 13. 3k 4 SPits.F f.oq to/ a- Cgs .23" a- igs es6 #1,(fria" caw. Fro? r_ 9320 SW BARBUR BLVD, SUITE 135 • PORTLAND, OR • 97219 PHONE: 503.892 5782 • EMAIL: DAVE@HORNCE.COM &Bolsi*Cascade - Single 14" BCI®6000-1.8 DF PASSED Upper LevellFloor Joists1J10916) BC CALC®Design Report Dry I 2 spans I No cant. 1 16 OCS I Repetitive I Glued&nailed November 16,2017 06:56:10 Build 5674 Job name: MISSION HOMES File name: 17-002260.mmdl Address: PLAN 2998 Description: Upper Level\Floor Joists\J1(i916) City,State,Zip: Specifier: DB Customer: PROBUILD-FOREST GROVE Designer: Code reports: ESR-1336 Company: 1 . _ 1 11 1 1 11 ; 1 1tLL174, 101 1 1 1_ 1_ 1 1 1 1 1 1 1 k 11-06-00 - -5— B2 BO 15-05-15 B1 Total Horizontal Product Length=26-11-15 Reaction Summary(Down/Uplift)(lbs) Bearing Live Dead Snow Wind Roof Live B0, 1-3/4" 417/109 77/0 B1, 3-1/2" 1,336/0 334/0 B2,4-3/16" 550/34 129/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 26-11-15 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 2,111 ft-lbs 43.9% 100% 3 20-01-10 Neg. Moment -2,206 ft-lbs 45.8% 100% 1 11-06-00 , End Reaction 679 lbs 44.5% 100% 3 26-11-15 """ p Int. Reaction 1,670 lbs 64.2% 100% 1 11-06-00 (YET, a�, 017 End Shear 644 lbs 33.4% 100% 3 26-07-12 Cont.Shear 891 lbs 46.3% 100% 1 11-07-12 C11Y O r;:::),' a r q+A ' Total Load Deflection U1,079(0.169") 33.4% n\a 3 19-06-08 q Live Load Deflection U1,306(0.14") 36.7 /o n\a 6 19-06-08 Total Neg. Defl. U999(-0.026") n\a n\a 3 07-03-05 Max Defl. 0.169" 16.9% n\a 3 19-06-08 Span/Depth 13.0 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Wall/Plate 1-3/4"x 2-5/16" 495 lbs 28.8% 40.6% Unspecified B1 Beam 3-1/2"x 2-5/16" 1,670 lbs 50.9% 64.2% Unspecified Disclosure B2 Wall/Plate 4-3/16"x 2-5/16" 679 lbs 16.5% 44.5% Unspecified Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Notes Completeness and accuracy of input Design meets User specified(U360)Total load deflection criteria. must be reviewed and verified by a Design meets User specified(U480)Live load deflection criteria. qualified engineer or other appropriate Design meets arbitrary(1")Maximum total load deflection criteria. expert to assure its adequacy,prior to anyone relying on such output as Design meets arbitrary(0.75")Maximum live load deflection criteria. evidence of suitability for a particular Calculations assume member is fully braced. application.The output here is based on Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. building code-accepted design properties and analysis methods. Design based on Dry Service Condition. Installation of Boise Cascade engineered wood products must be 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 GLULAMTM,BC FloorValueT , VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 adie Cascade - Single 14" BCI®6000-1.8 DF PASSED Upper LevellFloor Joists1J10(i925) BC CALC®Design Report Dry1 span I No cant. 1 16 OCS 1 Repetitive I Glued&nailed November 16,2017 06:56:10 Build 5674 Job name: MISSION HOMES File name: 17-002260.mmdl Address: PLAN 2998 Description: Upper Level\Floor Joists\10(i925) City,State,Zip: Specifier: DB Customer: PROBUILD-FOREST GROVE Designer: Code reports: ESR-1336 Company: 1 4. 1 . 1 1 1 1 + i 1 1 1 .' 01- 4 BO05-08-04 __. k Total Horizontal Product Length=05-08-04 B1 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,2" 175/0 44/0 B1,2" 175/0 44/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf. Lin.(lb/ft) L 00-00-00 05-08-04 61 15 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 288 ft-lbs 6.0% 100% 1 02-10-02 End Reaction 218 lbs 17.3% 100% 1 00-00-00 End Shear 206 lbs 10.7% 100% 1 00-02-00 Total Load Deflection U999(0.006") n\a n\a 1 02-10-02 Live Load Deflection L/999(0.005") n\a n\a 2 02-10-02 Max Defl. 0.006" n\a n\a 1 02-10-02 Span/Depth 4.7 Bearing Supports Dim.(LxW) Value % Allow upport M ort Member Material BO Hanger 2"x 2-5/16" 218 lbs 18.8% 17.3% IUS 2.37/14 B1 Hanger 2"x 2-5/16" 218 lbs 15.4% 17.3% IUS 2.37/14 Cautions Hanger IUS2.37/14 requires(12) 10dx1.5 face nails, (2)Strong-Grip joist nails. Hanger IUS2.37/14 requires(12) 10d face nails,(2)Strong-Grip joist nails. Disclosure Notes Use of the Boise Cascade Software is Design meets User specified(0360)Total load deflection criteria. subject to the terms of the End User License Agreement(EULA). Design meets User specified(U480)Live load deflection criteria. Completeness and accuracy of input Design meets arbitrary(1")Maximum total load deflection criteria. must be reviewed and verified by a Design meets arbitrary(0.75")Maximum live load deflection criteria. qualified engineer or other appropriate anyort to assureo its adequacy,cpt prior to Calculations assume member is fully braced. anyone relying on such output as Hanger Manufacturer:Simpson Strong-Tie, Inc. evidence of suitability for a particular Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. application.The output here is based on Design based on Dry Service Condition. building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be 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 BOARDT^",BCI®, BOISE GLULAMT"^,BC FloorValueT"", VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 T BclsteCascade Single 14" BCI®6000-1.8 DF PASSED Upper LevellFloor Joists1J2(i805) BC CALC®Design Report Dry 1 3 spans 1 L cant. 1 16 OCS 1 Repetitive 1 Glued&nailed November 16,2017 06:56:10 Build 5674 Job name: MISSION HOMES File name: 17-002260.mmdl Address: PLAN 2998 Description: Upper Level\Floor Joists\J2(i805) City,State,Zip: Specifier: DB Customer: PROBUILD-FOREST GROVE Designer: Code reports: ESR-1336 Company: 1 1 1 1 Y 1 1 0 11 1 1 +-47---4.---,r ;1-_1– 1 1 . 1 1' J 01-10-07BO 10-02-1z 12-06-04 B1 B2 Total Horizontal Product Length=24-07-07 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,5-1/2" 549/0 365/0 186/0 B1,5-1/2" 1,153/0 238/0 0/34 B2,2-3/4" 461 /36 111 /0 4/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 - Unf. Lin. (lb/ft) L 00-00-00 24-07-07 83 21 n\a 1 E26(i810) Conc. Pt. (lbs) L 00-01-07 00-01-07 206 155 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 1,494 ft-lbs 31.0% 100% 2 19-00-14 Neg. Moment -1,484 ft-lbs 30.8% 100% 5 12-01-03 End Reaction 572 lbs 41.1 % 100% 2 24-07-07 Int. Reaction 1,391 lbs 43.5% 100% 5 12-01-03 End Shear 549 lbs 28.5% 100% 2 24-04-11 Cont.Shear 733 lbs 38.1 % 100% 5 12-03-15 Total Load Deflection U999(0.087") n\a n\a 2 18-07-05 Live Load Deflection L/999(0.071") n\a n\a 13 18-07-05 Total Neg. Defl. L/999(-0.019") n\a n\a 2 07-04-12 Max Defl. 0.087" n\a n\a 2 18-07-05 Cant. Max Defl. 0.026" n\a n\a 8 00-00-00 Span/Depth 10.6 % Allow p Bearing Supports Dim.(LxW) Value Support Member Material BO Beam 5-1/2"x 2-5/16" 914 lbs 9.6% 31.2% Unspecified B1 Beam 5-1/2"x 2-5/16" 1,391 lbs 14.6% 47.6% Unspecified B2 Wall/Plate 2-3/4"x 2-5/16" 572 lbs 21.2% 41.1 % Unspecified Cautions Design assumes Top and Bottom flanges to be restrained. Page 1 of 2 t ► BoiieCascade - Single 14" BCI®6000-1.8 DF PASSED Upper LevellFloor Joists1J2(i805) BC CALC®Design Report Dry I 3 spans I L cant. 116 OCS I Repetitive I Glued&nailed November 16,2017 06:56:10 Build 5674 Job name: MISSION HOMES File name: 17-002260.mmdl Address: PLAN 2998 Description: Upper Level\Floor Joists\J2(i805) City,State,Zip: Specifier: DB Customer: PROBUILD-FOREST GROVE Designer: Code reports: ESR-1336 Company: 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. Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. Design meets arbitrary(0.75")Maximum live load deflection criteria. Calculations assume member is fully braced. Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Cantilevers require sheathed bottom flanges,blocking at cantilever support and closure at ends. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be 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®,AJST"', ALLJOIST®,BC RIM BOARDT"^,BCI®, BOISE GLULAMTM,BC FloorValueTM VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 Bole Cascade 111--W.— Double 14" BCI®6000-1.8 DF PASSED ���/// Upper Level Floor Joists1J30802) BC CALC®Design Report Dry I 3 spans I L cant. 1 16 OCS 1 Repetitive I Glued&nailed November 16,2017 06:56:10 Build 5674 Job name: MISSION HOMES File name: 17-002260.mmdl Address: PLAN 2998 Description: Upper Level\Floor Joists\J3(i802) City,State,Zip: Specifier: DB Customer: PROBUILD-FOREST GROVE Designer: Code reports: ESR-1336 Company: L 4, 1 1 1 1 0, W 1 1 1 ♦ 4. _ 1 - 0 1 l 1 1 y- 4. _ ;----1-1'—'7.-47-1----7- 1_ 1 1 iw 01-10-07BO 10-02-12 12-06-04 K B1B2 Total Horizontal Product Length=24-07-07 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,5-1/2" 532/0 416/0 241/0 B1,5-1/2" 1,120/0 221 /0 0/44 B2,2-3/4" 447/35 109/0 5/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf. Lin.(lb/ft) L 00-00-00 24-07-07 80 20 1 PBO9(i798) Conc. Pt.(lbs) L 00-02-01 00-02-01 253 202 n\a n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 1,452 ft-lbs 15.1 % 100% 2 19-00-14 Neg.Moment -1,435 ft-lbs 14.9% 100% 5 12-01-03 End Reaction 556 lbs 19.9% 100% 2 24-07-07 Int. Reaction 1,340 lbs 20.9% 100% 5 12-01-03 End Shear 533 lbs 13.8% 100% 2 24-04-11 Cont.Shear 711 lbs 18.5% 100% 5 12-03-15 Total Load Deflection U999(0.046") n\a n\a 2 18-07-05 Live Load Deflection U999(0.037") n\a n\a 13 18-07-05 Total Neg. Defl. U999(-0.011") n\a n\a 2 07-03-05 Max Defl. 0.046" n\a n\a 2 18-07-05 Cant. Max Defl. 0.016" n\a n\a 8 00-00-00 Span/Depth 10.6 Allow Bearing Supports Dim.(LxW) Value pow M Su tuber Material BO Beam 5-1/2"x 4-5/8" 948 lbs 5.2%rt 16.2%r Unspecified B1 Beam 5-1/2"x 4-5/8" 1,340 lbs 7.0% 22.9% Unspecified B2 Wall/Plate 2-3/4"x 4-5/8" 556 lbs 10.3% 19.9% Unspecified Cautions Design assumes Top and Bottom flanges to be restrained. Page 1 of 2 4)BoiAeCascade - Double 14" BCI®6000-1.8 DF PASSED Upper LevellFloor JoistslJ3(i802) BC CALC®Design Report Dry I 3 spans I L cant. 1 16 OCS 1 Repetitive I Glued&nailed November 16,2017 06:56:10 Build 5674 Job name: MISSION HOMES File name: 17-002260.mmdl Address: PLAN 2998 Description: Upper Level\Floor Joists\J3(i802) City,State,Zip: Specifier: DB Customer: PROBUILD-FOREST GROVE Designer: Code reports: ESR-1336 Company: 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. Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. Design meets arbitrary(0.75")Maximum live load deflection criteria. Calculations assume member is fully braced. Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Cantilevers require sheathed bottom flanges,blocking at cantilever support and closure at ends. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be 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 GLULAMT"',BC FloorValueTM, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 ,TBoithCascade - SUpperingle 14"‘B BCI®6000-1JoistslJ4(i862).8 DF PASSED BC CALC®Design Report Dry I 2 spans I No cant. 116 OCS I Repetitive I Glued&nailed November 16,2017 06:56:10 Build 5674 Job name: MISSION HOMES File name: 17-002260.mmdl Address: PLAN 2998 Description: Upper Level\Floor Joists\J4(i862) City,State,Zip: Specifier: DB Customer: PROBUILD-FOREST GROVE Designer: Code reports: ESR-1336 Company: 1 : 1 1- 1 1 1 1 1 1 1 1 1 o x, i t 10-04-03 B2 BO B1 12-06-04 Total Horizontal Product Length=22-10-07 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,4-3/16" 384/77 77/0 B1,5-1/2" 1,111 /0 278/0 B2,2-3/4" 445/34 103/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf. Lin.(lb/ft) L 00-00-00 22-10-07 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 1,411 ft-lbs 29.3% 100% 3 17-04-07 Neg. Moment -1,484 ft-lbs 30.8% 100% 1 10-04-03 End Reaction 548 lbs 39.3% 100% 3 22-10-07 Int. Reaction 1,388 lbs 47.5% 100% 1 10-04-03 End Shear 525 lbs 27.3% 100% 3 22-07-11 Cont.Shear 715 lbs 37.1 % 100% 1 10-06-15 Total Load Deflection U999(0.082") n\a n\a 3 16-10-15 Live Load Deflection L/999(0.068") n\a n\a 6 16-09-02 Total Neg. Defl. U999(-0.01") n\a n\a 3 06-10-05 Max Defl. 0.082" n\a n\a 3 16-10-15 Span/Depth 10.6 Bearing Supports Dim.(LxW) Value Allow S�pow M pport Member Material BO Beam 4-3/16"x 2-5/16" 461 lbs 6.3% 30.2% Unspecified B1 Beam 5-1/2"x 2-5/16" 1,388 lbs 14.6% 47.5% Unspecified Disclosure B2 Wall/Plate 2-3/4"x 2-5/16" 548 lbs 20.3% 39.3% Unspecified Use of the Boise Cascade Software is subject to the terms of the End User Notes License Agreement(EULA). Completeness and accuracy of input Design meets User specified(L/360)Total load deflection criteria. must be reviewed and verified by a Design meets User specified(L/480)Live load deflection criteria. qualified engineer or other appropriate Design meets arbitrary(1")Maximum total load deflection criteria. expert to assure its adequacy,prior to as Design meets arbitrary(0.75")Maximum live load deflection criteria. eviden relying su on suchtyfor aout pat is evidence of suitability a particular Calculations assume member is fully braced. application.The output here is based on Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. building code-accepted design Design based on Dry Service Condition. properties and analysis methods. Installation of Boise Cascade engineered wood products must be 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 GLULAMTm,BC FloorValueTM VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 '1 T 18ciie Cascade l� Double 14" BCI®6000-1.8 DF PASSED �LUpper LevellFloor Joists1J5(i817) BC CALC®Design Report Dry I 2 spans I R cant. 1 16 OCS 1 Repetitive 1 Glued&nailed November 16,2017 06:56:10 Build 5674 Job name: MISSION HOMES File name: 17-002260.mmdl Address: PLAN 2998 Description: Upper Level\Floor Joists\J5(i817) City,State,Zip: Specifier: DB Customer: PROBUILD-FOREST GROVE Designer: Code reports: ESR-1336 Company: 1 1 1 1 1 1 1 1 1 1 1 o-4, �i .. ... i l l 1 i x �; i l l i Th k BO 17-09-08 k 02-01-07 B1 Total Horizontal Product Length=19-10-15 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,2-3/4" 718/10 130/0 0/43 B1, 5-1/2" 885/0 682/0 427/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf. Lin.(lb/ft) L 00-00-00 19-10-15 80 20 n\a 1 E24(i736) Conc. Pt. (lbs) L 19-09-08 19-09-08 414 383 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 3,458 ft-lbs 35.9% 100% 2 08-05-02 Neg. Moment -1,640 ft-lbs 14.8% 115% 4 17-09-08 End Reaction 848 lbs 30.4% 100% 2 00-00-00 Int. Reaction 1,567 lbs 24.5% 100% 1 17-09-08 End Shear 825 lbs 21.4% 100% 2 00-02-12 Cont.Shear 918 lbs 23.8% 100% 1 17-06-12 Total Load Deflection L/1,051 (0.201") 34.3% n\a 2 08-10-12 Live Load Deflection U1,153(0.183") 41.6% n\a 9 08-10-12 Total Neg. Defl. 2xU1,998(-0.054") n\a n\a 2 19-10-15 Max Defl. 0.201" 20.1 % n\a 2 08-10-12 Cant.Max Defl. -0.054" n\a n\a 2 19-10-15 Span/Depth 15.1 Bearing Supports Dim.(LxW) Value Su port %Allow SupMember Material Disclosure BO Wall/Plate 2-3/4"x 4-5/8" 848 lbs 15.7% 30.4% Unspecified Use of B1 Beam 5-1/2"x 4-5/8" 1,567 lbs 8.7% 26.8% Unspecified subject the ethe� terms ofthe End oise Casde Software License Agreement(EULA). Cautions Completeness and accuracy of input must be reviewed and verified by a Design assumes Top and Bottom flanges to be restrained. qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as Notes evidence of suitability for a particular Design meets User specified(11360)Total load deflection criteria. application.The output here is based on Design meets User specified(11480)Live load deflection criteria. building code-accepted design Design meets arbitrary(1")Maximum total load deflection criteria. properttio and BoiseanalCa cademethods. Installation of Cascade Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. engineered wood products must be in Design meets arbitrary(0.75")Maximum live load deflection criteria. accordance with current Installation Calculations assume member is fully braced. Guide and applicable building codes.To obtain Installation Guide or ask Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. questions,please call(800)232-0788 Design based on Dry Service Condition. before installation. Cantilevers require sheathed bottom flanges,blocking at cantilever support and closure at ends. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDT^",BCI®, BOISE GLULAMTM,BC FloorValueTM, VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 •®Bollte Cascade - Single 14" BCI®6000-1.8 DF PASSED Upper LevellFloor Joists1J60913) BC CALC®Design Report Dry I 1 span 1 No cant. 1 16 OCS 1 Repetitive I Glued&nailed November 16,2017 06:56:10 Build 5674 Job name: MISSION HOMES File name: 17-002260.mmdl Address: PLAN 2998 Description: Upper Level\Floor Joists\J6(i913) City,State,Zip: Specifier: DB Customer: PROBUILD-FOREST GROVE Designer: Code reports: ESR-1336 Company: l 1 , 1 1 1 1 1 1 1 . 1 +. 1 0 ,' g1 + + _ 1- 1 1 1� 11- 1 l . 1 1 I 17-11-08 BO Total Horizontal Product Length=17-11-08 61 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,2" 359/0 90/0 B1,2" 359/0 90/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf. Lin.(lb/ft) L 00-00-00 17-11-08 40 10 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 1,969 ft-lbs 40.9% 100% 1 08-11-12 End Reaction 449 lbs 35.6% 100% 1 00-00-00 End Shear 441 lbs 22.9% 100% 1 00-02-00 Total Load Deflection L/988(0.216") 36.4% n\a 1 08-11-12 Live Load Deflection U1,235(0.172") 38.9% n\a 2 08-11-12 Max Defl. 0.216" 21.6% n\a 1 08-11-12 Span/Depth 15.2 p Bearing Supports Dim.(LxW) Value Supow %ort Allow Material BO Hanger 2"x 2-5/16" 449 lbs 31.6% 35.6% IUS 2.37/14 B1 Hanger 2"x 2-5/16" 449 lbs 31.6% 35.6% IUS 2.37/14 Cautions Hanger IUS2.37/14 requires(12) 10d face nails,(2)Strong-Grip joist nails. Notes Disclosure Design meets User specified(U360)Total load deflection criteria. Use of the Boise Cascade Software is Design meets User specified(U480)Live load deflection criteria. Lucent tothe terms Eof the End User License Agreement(EULA). Design meets arbitrary(1")Maximum total load deflection criteria. Completeness and accuracy of input Design meets arbitrary(0.75")Maximum live load deflection criteria. must be reviewed and verified by a Calculations assume member is fully braced. qualified engineer or other appropriate expert to assure its adequacy,prior to Hanger Manufacturer:Simpson Strong-Tie, Inc. anyone relying on such output as Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. evidence of suitability for a particular Design based on Dry Service Condition. application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be 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 GLULAMT"",BC FloorValueT"", VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 . Boise Cascade i� Single 14" BCI®6000-1.8 DF PASSED Upper LevellFloor Joists1J7(i912) BC CALC®Design Report Dry I 1 span I No cant. 116 OCS I Repetitive I Glued&nailed November 16,2017 06:56:10 Build 5674 Job name: MISSION HOMES File name: 17-002260.mmdl Address: PLAN 2998 Description: Upper Level\Floor Joists\J7(i912) City,State,Zip: Specifier: DB Customer: PROBUILD-FOREST GROVE Designer: Code reports: ESR-1336 Company: 1 1 i ._ 1 1 1 4 1 * * -1 1 1, ;0 .; ♦ .1 ,1 , + i ',--, -1 **Boise Cascade — Single 14" BCI®6000-1.8 DF PASSED Upper LevellFloor JoistslJ8(1931) BC CALC®Design Report Dry I 1 span I No cant. 116 OCS I Repetitive I Glued&nailed November 16,2017 06:56:10 Build 5674 Job name: MISSION HOMES File name: 17-002260.mmdl Address: PLAN 2998 Description: Upper Level\Floor Joists\J8(i931) City,State,Zip: Specifier: DB Customer: PROBUILD-FOREST GROVE Designer: Code reports: ESR-1336 Company: 1 � 1 � 1 1 j 1 1 1 -6-1- � 1 ♦ 1 1 1 1 ♦_ � �—1 BO 14-10-04 k Total Horizontal Product Length=14-10-04 B7 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,2" 595/0 149/0 B1, 1-3/4" 593/0 148/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 14-10-04 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 2,689 ft-lbs 55.8% 100% 1 07-05-04 End Reaction 742 lbs 60.9% 100% 1 14-10-04 End Shear 727 lbs 37.8% 100% 1 00-02-00 Total Load Deflection U835(0.211") 43.1 % n\a 1 07-05-04 Live Load Deflection U1,044(0.169") 46.0% n\a 2 07-05-04 Max Defl. 0.211" 21.1 % n\a 1 07-05-04 Span/Depth 12.6 Supports %Allow %Allow Bearing Dim.(LxW) Value Support Member Material BO Hanger 2"x 2-5/16" 744 lbs 52.4% 58.9% IUS 2.37/14 B1 Wall/Plate 1-3/4"x 2-5/16" 742 lbs 43.1 % 60.9% Unspecified Cautions Hanger IUS2.37/14 requires(12) 10d face nails,(2)Strong-Grip joist nails. Notes Disclosure Design meets User specified(L/360)Total load deflection criteria. Use of the Boise Cascade Software is Design meets User specified(L/480)Live load deflection criteria. Lucent too the terms ofE the End User License Agreement(EULA). Design meets arbitrary(1")Maximum total load deflection criteria. Completeness and accuracy of input Design meets arbitrary(0.75")Maximum live load deflection criteria. must be reviewed and verified by a Calculations assume member is fully braced. qualified engineer or other appropriate Hanger Manufacturer:Simpson Strong-Tie, Inc. expert to assure its adequacy,prior to anyone relying on such output as Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. evidence of suitability for a particular Design based on Dry Service Condition. application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be 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®,AJST"", ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValueTMTM VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 *BoIh Cascade - Double 14" BCI®6000-1.8 DF ( PASSED ) Upper LevellFloor JoistsIJ9(i909) BC CALC®Design Report Dry 1 2 spans 1 L cant. 1 16 OCS 1 Repetitive I Glued&nailed November 16,2017 06:56:10 Build 5674 Job name: MISSION HOMES File name: 17-002260.mmdl Address: PLAN 2998 Description: Upper Level\Floor Joists\J9(i909) City,State,Zip: Customer: PROBUILD-FOREST GROVE SpecDesignerifier: DB Code reports: ESR-1336 Company: U 1 1 1 1 1 1 1 1 1 1 "....i1 1-- .• 0 1, -1 __ 1_i 1 1 —+ 1 1--1- 1 1 71—I 01-10-07 BO 10-05-08 Total Horizontal Product Length=12-03-15 61 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,5-1/2" 283/0 368/0 237/0 B1,5-1/2" 215/7 9/0 0/34 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf. Lin.(lb/ft) L 00-00-00 12-03-05 40 10 1 P60100809) Conc. Pt. (lbs) L 00-02-01 00-02-01 254 203 n\0- n\0- Controls Summary Value %Allowable Duration Case Location Pos. Moment 429 ft-lbs 4.5% 100% 3 07-09-09 Neg. Moment -793 ft-lbs 7.2% 115% 4 01-10-07 End Reaction 224 lbs 7.3% 100% 3 12-03-15 Int. Reaction 758 lbs 10.3% 115% 5 01-10-07 End Shear 204 lbs 5.3% 100% 3 11-10-07 Cont. Shear 473 lbs 10.7% 115% 4 01-07-11 Total Load Deflection 2xU1,998(0.014") n\a n\a 4 00-00-00 Live Load Deflection L/999(0.012") n\a n\a 10 06-10-07 Total Neg. Defl. L/999(-0.006") n\a n\a 4 05-08-08 Max Defl. 0.01" n\a n\a 3 07-02-10 Cant.Max Defl. 0.014" n\a n\a 4 00-00-00 Span/Depth 8.6 Bearing Supports Dim.(LxW) Value Allow %Allow BO Beam 5-1/2"x 4-5/8" 758 lbs 4.0%Support Member1.3% Unspecified Disclosure Material Use of t Casde Software B1 Beam 5-1/2"x 4-5/8" 224 lbs 1.2% 7.3% Unspecified subject t ethelse terms of the End User License Agreement(EULA). Cautions Completeness and accuracy of input Design assumes Top and Bottom flanges to be restrained. must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to Notes anyone relying on such output as evidence of suitability for a particular Design meets User specified(2xU360)Total load deflection criteria. application.The output here is based on Design meets User specified(L/480)Live load deflection criteria. building code-accepted design Design meets arbitrary(1")Maximum total load deflection criteria. properttio and Boise Ca cadeods. ln of s Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. engin ee ed wood productdmust be in Design meets arbitrary(0.75")Maximum live load deflection criteria. accordance with current Installation Calculations assume member is fully braced. Guide and applicable building codes.To obtain Installation Guide or ask Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. questions,please call(800)232-0788 Design based on Dry Service Condition. before installation. Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FIoorVaIueTM, Page 1 of 1 VERSA-LAM®,VERSA-RIM PLUS®, iT+.`Base Cascade — Single 1-3/4" x 14" VERSA-LAM®2.0 2800 DF PASSED \\��// Upper LevellFlush BeamsIBM3(i656) BC CALC®Design Report Dry I 1 span I No cant. November 16,2017 06:56:10 Build 5674 Job name: MISSION HOMES File name: 17-002260.mmdl Address: PLAN 2998 Description: Upper Level\Flush Beams\BM3(i656) City,State,Zip: Specifier: DB Customer: PROBUILD-FOREST GROVE Designer: Code reports: ESR-1040 Company: C; -1 1 + 1 1 1 1 ., 1 M.. 1 -4.- lay- 1 1. -,.1 ,1, 1 = ,1 .+ —1 1 :r 1 -. ] IlL k BO 10-02-00 B1 Total Horizontal Product Length=10-02-00 Reaction Summary(Down/Uplift)(lbs) Bearing Live Dead Snow Wind Roof Live BO,2-1/2" 101 /0 57/0 B1,2-3/4" 102/0 58/0 Load Summary Live Dead Snow Wind Roof Tributary TagDescription Live p Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf. Lin.(Ib/ft) L 00-00-00 10-02-00 20 5 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 380 ft-lbs 2.9% 100% 1 05-00-14 End Shear 116 lbs 2.5% 100% 1 01-04-08 Total Load Deflection L/999(0.008") n\a n\a 1 05-00-14 Live Load Deflection L/999(0.005") n\a n\a 2 05-00-14 Max Defl. 0.008" n\a n\a 1 05-00-14 Span/Depth 8.4 Bearin SU %Allow %Allow 9 pports Dim.(LxW) Value Support Member Material BO Hanger 2-1/2"x 1-3/4" 159 lbs 5.7% 4.8% HU11 B1 Column 2-3/4"x 1-3/4" 159 lbs 4.1 % 4.4% Unspecified Cautions Hanger HU11 requires(22) 10d face nails, (6)10dx1.5 joist nails. Notes Design meets Code minimum(U240)Total load deflection criteria. De ofthe use Design meets Code minimum(U360)Live load deflection criteria. Use of the Boise Cascade Software is subject to the terms of the End User Design meets arbitrary(1")Maximum total load deflection criteria. License Agreement(EULA). Design meets arbitrary(0.75")Maximum live load deflection criteria. Completeness and accuracy of input Calculations assume member is fully braced. must be reviewed and verified by a Hanger Manufacturer:Simpson Strong-Tie, Inc. qualified engineer or other appropriate expert to assure its adequacy,prior to Design based on Dry Service Condition. anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be 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 BOARDT"",BCI®, BOISE GLULAMTM,BC FloorValueT"', VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1