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Specifications (65) (›--CDC)WS— OW1� 14.s.-S\ 'C OC-kVe-- n Digitally signed by Dave Horn DN:cn=Dave Horn, Ogi ��p ) o=Horn Consulting 1JIIkl/VAEngineers LLC.,ou, email=dave@hornce.c om,c=US 111111111 HCE RECED14:20:08-08'00' Horn Consulting Engineers LLC JAN 8 Z018 Structural Calculations CIT °)FTIGA ,1117 =1(. HCE Project#: LEN_17_179 Date: 11/30/17 Project Description: New House: MADELINE HEIGHTS LOT 11 Tigard, Oregon Redwood American 2857A GL Subject Sheet#'s Lateral Loads L1 — L7 Framing F1 — F15 Deck Framing DB1 — DB2 Guard Rail GR— 1 Footing FTG-1 ,R0aces k.,\C.1,1 ; C L! E HORN CONSULTING ENGINEERS LLC New House: LEN-17-179 Redwood 2857A GR Lot 11 Code Basis of Design: 20151.B.C. and 2015 I.R.C. with State Amendments Wind Loading: Per ASCE 7 Fig 28.6-1 See attached elevations for wind loading breakdown per level. 135mph 3-sec gust Exp B. The mean roof height of the house h = 29' approximately. \ .Il- Case A � A% Case B a = .10*34' = 3.4' or for h = 29' a = .4(h) = .4(29') = 11.6' a must be larger than .04(34')= 1.4' or 3' a = 3.4' controls Therefore: 2a = 7' see Fig 28.6-1 ASCE 7-10, and Figure above. CAPITAL PLAZA SUITE 135 9320 SW IIARI)Us BLVD. • PORTLAND, OR • 97219 PIIONE: 503.892.5782 • EMAIL: DAVP.©IIORNCE.COJM LZ HE HORN CONSULTING ENGINEERS LLC Seismic Loading: D1 seismic design category per I.R.C. SOS= .83, R= 6.5, W=weight of structure V= [1.2SOS/(Rx1.4)1W V= .109W 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= [.109 (52')(15+6+4)] = 141.7plf > 113.5pIf therefore, seismic governs. W2 = [.109 (52')(12+12+8)] + 141.7 = 323.1 plf > 245.9plf therefore, seismic governs. W1 = [.109 (27')(12+10+6)] +323.1 = 405.5plf > 364.4plf therefore, seismic governs. Seismic in side to side: Wr= [.109 (34')(15+6+4)] = 92.7plf < 124.3plf therefore, wind governs. W2 = [.109 (34')(12+12+8)] + 92.7 = 211.2pIf < 285.3pIf therefore, wind governs. W1 = [.109 (34')(12+10+6)] + 211.2 = 329.8plf < 405.2pIf therefore, wind govems. @ 15' Depth Wr= [.109 (15')(15+6+4)] = 40.9plf @ 15' Depth W2 = [.109 (15')(12+12+8)] = 52.3plf Redundancy Factor= 1.0 per ASCE? section 12.3.4.2 CAPITAL PLAZA SUITE 135 9320 SW BARBUR BLVD. • PORTLAND, OR • 97219 PHONE: 503.892.5782 • EMAIL: DAVE@HORNCE.COM L3 HE HORN CONSULTING ENGINEERS LLC Roof Diaphragm: Right Wall Line Back Wall Line P = (0.1417) klf x 17' = 2.4k P = (0.1243) klf x 25' = 3.1k V= P/(31.75)' = 76p1f Type A Wall V = P/(17.75)' = 175plf Type A Wall 5'Wall 17.75'Wall Mot= 3.0kft Mot = 24.9kft Mr=4.1 kft No HD Req'd Mr= 20.1 kft T=0.3k No HD Req'd Left Wall Line P = (0.1417) klf x 17' = 2.4k Front Wall Line V= P/(28.5)' =85p1f Type A Wall P = (0.1243) klf x 30' = 3.7k 10.5'Wall V= P/(15.75)' = 237p1f Type A Wall Mot = 7.1 kft 5.25'Wall Mr= 14.8kft No HD Req'd Mot= 9.9kft Mr= 2.9kft T= 1.3k Type 8 HD CAPITAL PLAZA SUITE 135 9320 SW BARBUR BLVD. • PORTLAND, OR • 97219 PHONE: 503.892.5782 • EMAIL: DAVE@HORNCE.COM HC L`� E HORN CONSULTING ENGINEERS LLC 2nd Floor Dia!Aragm: Right Wall Line Back Wall Line P = (0.1814) klf x 10.25' + 2.4k =4.3k P = (0.161) klf x 13.5' + 3.1k = 5.3k V= P/(45.5)' =94plf Type A Wall V= P/(8.5)' = 620/[(1.25-0.125(9/4.25) 12.5'Wall = 629p1f Type J Wall Mot = 10.5kft Mot = 23.7kft Mr= 14.4kft No HD Req'd Mr= 2.1 kft T= 5.1k+ 0.3k + 0.4k= 5.8k Type 9 HD Above Interior Wall Line Type 4 HD Below P = (0.1814)(17') = 3.1k Check Sill Plate V= P/(16.5)' = 187p1f Type A Wall P = (0.0927)(25')+(0.1185)(13.5) 16.5'Wall = 3.9k/8.5' = 461p1f Mot= 27.8kft Note: No 3x Sill Req'd w/DBL A.B.'s Mr=23.6kft No HD Req'd T= 0.3k Wall Line @ Back of Garage P = (0.161) klf x25' =4.0k Left Wall Line V= P/(20)' = 201 plf Type A Wall P = (0.1814) klf x 6.75' + 2.4k= 3.6k Mot = 36.2kft V= P/(34.75)' = 104plf Type A Wall Mr= 27.6kft 6' Wall T= 0.4k No HD Req'd Mot = 5.6kft Mr= 3.7kft Front Wall Line T= 0.3k No HD Req'd P = (0.161) klf x 16.5' + 3.7k= 6.4k 21'Wall V= P/(8)' = 800plf Type D Wall Mot = (0.085)(18')(18)+(0.104)(21)(9) Mot = 11.2kft = 47.2kft Mr= 0.8kft Mr= 30.5+20.6 = 51.1 kft No HD Req'd T= 5.2k Type 3 HD Check Sill Plate P = (0.0927)(26)+(0.0409)(4)+(0.1185)(11.25') +(0.0523)(5') =4.17k/8' = 521 /[(1.25-0.125(7/2)] =641 plf 3x Sill Req'd (@ Garage Only) Note: No 3x Sill Req'd w/ DBL A.B.'s @ House Wall CAPITAL PLAZA SUITE 135 9320 SW BARBUR BLVD. • PORTLAND, OR • 97219 PHONE: 503.892.5782 • EMAIL: DAVE@HORNCE.COM H� Cs E HORN CONSULTING ENGINEERS LLC Main Floor Diaphragm: Right Wall Line Back Wall Line P = (0.0824) klf x 17' +4.3k = 5.8k P = (0.1199) klf x 18' + 5.3k= 7.5k V= P/(50)' = 116plf Type A Wall V= P/(34)' = 219p1f Type B Wall 27' Wall 21'Wall Mot = 9.4kft Mot = 27.6kft Mr= 26.5kft Mr = 22.2kft T= 0.3k Left Wall Line P = (0.0824) klf x 17' + 2.4k= 3.8k V = P/ (46)' = 83p1f Type A Wall 46'Wall Mot= 11.4kft Mr=67.1kft CAPITAL PLAZA SUITE 135 9320 SW BARBUR BLVD. • PORTLAND, OR • 97219 PHONE: 503.892.5782 • EMAIL: DAVE@HORNCE.COM .b. a7 ( M /,n b.Z•t i t 99 cKZ• 7/1d I Z Z�1 ..S gct2 $•si. `3 .02 .t• t sot .t. tri '4 5-7r—oil c��?',S'tbl S9 2 z s41 y°1N2l I 1 � _ M •J t`q')Z b Volt + h7 °:tb1 kiti i \I f s;Sir = 'M t- — - — . — - — liiil Mill ' ' iii Iiiii I Iiiil 'kill i- - - -` - - --' I 11� II Iti �IIIII — _ ,, _-II rlI I I I I I I I VIII 741 I ►"( .1! iI III1111111111 it T r _ NMI h-ELI = 'q ze :. ,1/4 . — . — . — . v __ . - - . — . . - - - . — . . — . — . — — . _ 7 f � T 1 it- MN • \,41111111111=r 44110 '411IFW' ..o-.6z z."v o =q. Z'6? '7 P to 0o=® ez • y 01TV JSrr7 .711-E 2 ax-9 #sw1 SE/ - 97516 ASCE 1 135" ,WPtf EXP. 73 7-SK 44s7- 7t= i.o A, {S E5-*Z1-* 3./2-4 C. z(' I b- to.4- IS 'N1 , N NN. IS wiz=a:5s/, Al I!_i MIlilt o . 1, till. 10.1 .1 ._ _ _ . MIN,IMPB ipi Aisi _... -I, Jhk, aed_..,1 ild—milmmiliiiiiiiinirel — — — — Aim .im 1111111111111P511111111111111111111W 4, lgr2. Mb, 4. 221.2 3 �w.f. ' = - Avg. 19g-9 CO, �1gJ r. 1' q`' -4'` 3to•to 241- 300.10 �lsl �( G„2} �Avc..= Zb$3C-6>z r -4, 4" 4, ,.)ap' FORTE MEMBER REPORT Upper FLR HDR,H1 Fl PASSED 1 piece(s)4 x 8 Douglas Fir-Larch No. 2 Overall Length:5'3" i 1 i + ' + o I 1 - �,F..'�k ��' •• 4 0 3. ip,-,,,,--,'-A, '' {,s y Ay r • I 5' I 0 All locations are measured from the outside face of left support(or left cantilever end).Ali dimensions are horizontal.;Drawing Is Conceptual 4 -4 ' ir.• ,' ..' : �+ 4 ". " „ f' -„,).-.4.41---:,,4,4 System:Wall Member Reaction(lbs) 2202 @ 0 3281(1.50") Passed(67%) — 1.0 D+1.0 S(All Spans) Member Type:Header Shear(lbs) 1590 @ 8 3/4" 3502 Passed(45%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 2890 @ 2'7 1/2" 3438 Passed(84%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.053 @ 2'7 1/2" 0.175 Passed(L/999+) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.081 @ 2'7 1/2" 0.262 Passed(L/781) — 1.0 D+1.0 S(All Spans) •Deflection asteria:LL(L/360)and TI.(I/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 5'3"o/c unless detailed otherwise. •Bottom Edge Bradng(Lu):Bottom compression edge must be braced at 5'3"o/c unless detailed otherwise. •Applicable calculations are based on NOS. 14 ', a ,-7=-,,T.„..,.... ' "4`'7 ' t � " �" y„s ,,�.: Ac a,4 -re « w "a , . '''.5,:,- 77T ee % ..,�_..�' .s _.' ..-1'•-.-e ms' 1-Trimmer-DF 1.50" 1.50" 1.50" 745 1457 2202 None 2-Trimmer-DF 1.50" 1.50" 1.50" 745 1457 2202 None v �r rxv r xa , . & ssw c a 0-Self Weight(PLF) 0 to 5'3" N/A 6.4 1-Uniform(PSF) 0 to 5'3" 18'6" 15.0 30.0 Roof l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended toi circumvent the need fora design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Bloddng Panels and Squash Blodcs)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under tedrnical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.Weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/31/2017 10:02:52 AM Leo Yu Forte v5.3,Design Engine:V7.0.0.5 i (503)892-5782 REDWOOD 2557A.4te Ieo@hornce.com __ Page 2 of 16 i'l F o R I E ' MEMBER REPORT Main FLR HDR,H2 F2 PASSED 1 piece(s) 5 1/2"x 12" 24F-V4 DF Glulam Overall Length:16'9" o !. • o U *d$ : jy's-° _ - 16'3' j�9pp 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing Is Conceptual �. +' s✓ �° • � -�,_. sil •.. �s: . * V>. System Well Member Reaction(lbs) 4717 @ 1 1/2" 10725(3.00") Passed(44%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(lbs) 4101 @ 1'3" 11660 Passed(35%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 13969 @ 3'8" 26400 Passed(53%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Deft.(in) 0.190 @ 7'7 1/8" 0.550 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.414 @ 7'6 11/16" 0.550 Passed(1/478) — 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(L/360)and it(1/360). •Top Edge Bracing(Lu):Top compression edge must be braced at 16'9"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'9"o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=16'6". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NDS. K..i. .t y_ .Y '"'.'S''�, 4 f+.' ..' y.—...r • ...• 'Y& ,•.-•,-�+ ,° 5� ' ' r 1 < 1-Trimmer-DF 3.00" 3.00" 1.50" 2638 1765 1006 5409 None 2-Trimmer-DF 3.00" 3.00" 1.50" 861 807 228 1896 None LA; 'Y k A Y § r ♦ . _n= ��y ,�, cQK -1040,1"4:i 0-Self Weight(PLP) 0 to 16'9" N/A 16.0 1-Uniform(PSF) 0 to 3'8" 3' 15.0 30.0 Roof 2-Uniform(PSF) 0 to 3'8" 9' 12.0 - - Wall ABV. 3-Uniform(PSF) 0 to 16'9" 1'4" 15.0 40.0 - FLR 4-Point(lb) 3'8" N/A 2335 1679 904 Linked from:66, Support 2 , '1'!P�#'epl aX7 •i.'k:Si � ,a`S°,'l.ss*'.ff�j -s4�kr'.".?.ir .�' ,v 5 ': "iM^: z z c , .S ,„sR�i.o-a - • � - '�. ., ..�<- `IBJ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the string of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to dreumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,bulkier or framer is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerllaeuser,comtwoodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator Job Notes 10/31/2017 10:02:52 AM Leo Vu Forte v5.3,Design Engine:V7.0.0.5 HCE REDWOOD 2557A.4te (503)892.5782 leo@hornce.com __-_-_._-._ Page 3 of 16 ylr:i F O R T E , MEMBER REPORT Main FLR HDR,H3 F3 PASSED 1 piece(s) 6 x 10 Douglas Fir-Larch No. 1 Overall Length:8'6" 1 i I 0 - r' '" jg;' F7,% a: w'I', 'Ss M - I ,.fix.; si F V R T E MEMBER REPORT Main FLR_HDR,H4 F4 PASSED 1 piece(s)4 x 8 Douglas Fir-Larch No. 2 Overall Length:4'3" + i } + o i 0 - j6. s a,.f, fir ^�• �c� Yk -tX �iX4. ' Ste .. .figs,,:. .K "3<i'`A`,'-4a , 1 .__.nom.`E71`019''.".P.,,,,,,,'`:70 4' 4 CI 0 M locations are measured from the outside face of left support(or left cantilever end).A1l dimensions are horizontal.;Drawing Is Conceptual Member Reaction(Ibs) 2698 @ 0 3281(1.50") Passed(82%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 1772 @ 8 3/4" 3502 Passed(51%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 2866 @ 2'1 1/2" 3438 Passed(83%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2015 Live Load Defl.(In) 0.030 @ 2'1 1/2" 0.142 Passed(L/999+) — 1.0 0+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Deft.(In) 0.052 @ 2'1 1/2" 0.142 Passed(L/973) — 1.0 D+0.75 L+0.75 S(All Spans) •Deflection asteria:LL(1/360)and TL(1/360). •Top Edge Bracing(Lu):Top compression edge must be braced at 4'3"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4'3"o/c unless detailed otherwise. 'Applicable calculations are based on NDS. & s4 _,.. • �- > ' •she fa' ' �° ' em „.. .. . r -tp J ' ' ', - 1-Trimmer-DF 1.50” 1.50" 1.50" 1160 871 1179 3210 None 2-Trimmer-DF 1.50" 1.50" 1.50" 1160 871 1179 .. 's 3210 None 'SF iriWY.:- f ma: '' E,4 ss„`' 4 „-; ark 1. lit, ''''.; �°� , Fe5 mayt" ,_ .y :`Z' .' _ . w ?k ,... .*:',•:',!.;-7-:!-,' . mi : .72 ." i.h... .; .,k, 0-Self Weight(PIF) 0 to 4'3" N/A 6.4 1-Uniform(PSF) 0 to 4'3" 18'6" 15.0 - 30.0 Roof 2-Uniform(PSF) 0 to 4'3" 9' 12.0 - - Wall ABV. 3-Uniform(PSF) 0 to 4'3" 10'3° 15.0 40.0 - FLR � .%ti • :..: �wsTAiraAsi>:rc,REsrRy wmarvE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design asteria and published design values. Weyerhaeuser expressly dlsdasms any other warranties related to the software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of recta d,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser fadilties are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/31/2017 10:02:52 AM Leo vu Forte v5.3,Design Engine:W.0.0,5 I HCE REDWOOD 2557A.4te ! (503)8925782 leo@homce.com Page 5 of 16 a F 0 R T E " MEMBER REPORT Main FLR HDR,1-15 F5 PASSED V 1 piece(s) 6 x 10 Douglas Fir-Larch No. 1 Overall Length:6'6" l l 1 o . zit ti a ,� . 3 +( 0 ( Ste. ,,,,.4>r v Sf,`,14,.` te >a�R` . ,M1'^V`A > . 'e T`'''P i..< t,-..-.-,. I i' 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual .5..,..�-�y.� 1�..�.,�e tj •i Gf f5'kR'.S 'et'.a'rS' [ of_...,.,., k �T%, . w'; jK + .. .. �! .� . . , _. -.._ #. ±" 'k ,.:�",.. }:;A µ'k :Wall Member Reaction(lbs) 3846©1 1/2" 10313(3.00") Passed(37%) — 1.0 D+1.0 L(All Spans) Member Type:Header Shear(lbs) 2613 @ 1'1/2" 5922 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 5778 @ 3'3" 9307 Passed(62%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Deft.(in) 0.052 @ 3'3" 0.2(18 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Deft.(in) 0.072©3'3" 0.208 Passed(L/999+) — 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(1/360). •Top Edge Bradng(Lu):Top compression edge must be braced at 6'6"o/c unless detailed otherwise. • Bottom Edge Bradng(Lu):Bottom compression edge must be braced at 6'6"o/c unless detailed otherwise. •Applicable calculations are based on NDS. a z •,,,,,,..i.„,,, ,-..1%;y 6 ,.zr s 4 s " a res 4 ,t. ,;4;.,: :: ."r 1'...,: `':”Y.'. a^ 7 '-', .n. ." Fie-gr a^z ,0 .x;, b'. - :-' .7.04. ,-,** -•? ` 1-Trimmer-DF 3.00" 3.00" 1.50" 1083 2763 3846 None 2-Trimmer-DF 3.00" 3.00" 1.50" 1083 2763 3846 None 0-Self Weight(PLF) 0 to 6'6" N/A 13.2 1-Uniform(PLF) 0 to 6'6" N/A 320.0 850.0 FIR .;ox}rvr r }.e w1,9y,'.% ; - �k y �, C• C, b. . _ < ...,-.2-..,.....,044„,,' , . ya�'"",ib '...: r' 3 trP*-c' yr� ' ';.,a..�.a.<.s', ^ - -` -^..,- �`' ,- •,� 1 SUSTAINABLE FC�F2ESTRY INITIATIVE Weyerhaeuser warrants that the sizing of fts products will be in accordance with Weyerhaeuser product design criteria and published design values. 111 Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks) Weyerhaeuser facilities are third-party certified to sustainable are not designed Lumber rod software.been Productsv manufactured ICC at under technical forestry standards.Weyerhaeuser Engineered Products have been evaluated by ES reports FSR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproduds/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/31/2017 10.02:52 AM Leo Yu Forte v5.3, Design Engine:V7.0.0.5 HCE 503)892-5782 REDWOOD 2557A.4te I leo@hornce.corn __._ __.�_._._. ___.�._._.._._.._._..____.______�. _.__.____.._.__ Page 6 of 16 j F O R T E MEMBER REPORT Main FLR BM,81 F6 PASSED 1 piece(s) 3 1/2"x 16" BIG BEAM Overall Length:13' . l 12'6" o a M locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing Is Conceptual : Fi .ir t t ',- ' `',ah,s . ;fir System:Floor Member Reaction(lbs) 1912 @ 1 1/2" 6563(3.00') Passed(29%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Shear(Ibs) 1446 @ 1'7" 11377 Passed(13%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 5976 @ 6'6" 34347 Passed(17%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2015 Live Load Deli.(in) 0.030 @ 6'6" 0.319 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.081 @ 6'6" 0.425 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(L/480)and TL(1/360). •Top Edge Bradng(Lu):Top compression edge must be braced at 13'o/c unless detailed otherwise. •Bottom Edge Bradng(Lu):Bottom compression edge must be braced at 13'o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=12'9'. •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Y} 'moi `., .. "� � u '#e c • ; " `�` s, k44N:�� Awf�� .�'" �'. ,.�2.•-+rN'a>�?,.Ha„„ 'h 1-Stud wall.DF 3.00" 3.00' 1.50" 1213 347 585 2145 Blocking 2-Column-DF 3.00" 3.00" 1.50" 1213 347 585 2145 None •Bloddng Panels are assumed to tarty no loads applied directly above them and the full load is applied to the member being designed. 0-Self Weight(PLF) 0 to 13' N/A 13.6 1-Uniform(PSF) 0 to 13'(Top) 3' 15.0 - 30.0 Roof • 2-Uniform(PSF) 0 to 13'(Top) 9' 12.0 - - Wall ABV. 3-Uniform(PSF) 0 to 13'(Front) 1'4" 15.0 40.0 - FLR z�'S✓.tin .A` _.. '�' t '���,h "'°s•" .. ..°ki figs'# a '�a , S''. 44" .... ...,. .,.... .� l SUSTAINgBLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilites are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproduds/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator I Forte Software Operator Job Notes 10/31/2017 10:02:52 AM Leo Yu Forte v5.3,Design Engine:V7.0.0.5 HCE REDWOOD 2557A.4te (503)892-5782 leo@homce.com —.----- --—_-_—• �—_._�_ --_.____...—._._—._ Page 7 of 16 a F V R T E .. MEMBER REPORT Main_FLR BM,B2 F7 PASSED 1 piece(s) 3 1/2"x 16" BIG BEAM (- Overall Length:9' i. + + o .,P.zq A: -a..f,. `;4 :z�,.-x: .'c €.Y^,. '-c.. ,�x� r. 4 0.. 0 . � ' `` 3 X . r : ,, r s r ,.,.''.4.,,,-f.. ...:.r.,•=.:,,,t,..,--1%.,,,;,. yr 4 ,, r- . ., r.6 8'6' " 0 CI All locations are measuredyfrom the outside face of left support(or left cantilever end).All dimensions are horizontai;Drawing Is Conceptual ,.. . :',%.5s.r.;;.....:'. : s •!: m:' .�rig System:F100f Member Reaction(lbs) 4985 @ 1 1/2" 6563(3.00") Passed(76%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Hush Beam Shear(lbs) 3231 @ 1'7" 11377 Passed(28%) 1.15 1.0 D+0.75 L+0.75 5(All Spans) Building Use:Residential Pos Moment(R-lbs) 10603©4'6" 34347 Passed(31%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.037©4'6" 0.219 Passed(L/999+) — 1.0 D+0.75 L+0,75 S(All Spans) Design Methodology:ASD Total Load Deft.(in) 0.068 @ 4'6" 0.292 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(L/480)and TL(11360). •Top Edge Bracing(Lu):Top compression edge must be braced at 9'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'o/c unless detailed otherwise •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=8'9°. •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam Is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NDS. Yi •. i 5 :,,,,v_,.._..,,,,..._ s 4-4,-0. ! s , < 'r ' ma"k2• t;1 2 v t 2bR �:rs.a Yi a • r " ,, N ° }' m � .a my,• �✓ :, D.t 11! s < _xf .vfF 1.. .Args "k m»s` s 1-Stud wall-DF 3.00" 3,00" 2.28" 2235 1170 2498 5903 Blocking 2-Column-DF 3.00" 3.00" 2.19' 2235 1170 2498 5903 None •Bloddng Panels are assumed to any no loads applied directly above them and the full load Is applied to the member being designed. x{5'1. 13.-A4,V ,€�"',1'.',7,_•4!;'.-.),,.ar ',,<.'.21 744'" .,ikr'x 4 .T ' '; ;t- 4:.„:‘, " 0-Self Weight(PLF) 0 to 9' N/A 13.6 1-Uniform(PSF) 0 to 9'(Top) 18'6" 15.0 - 30.0 Roof 2-Uniform(PSF) 0 to 9'(Top) 9' 12.0 - - Wall ABV. 3-Uniform(PSF) 0 to 9'(Bade) 6'6" 15.0 40.0 - FLA � ". � � ? � � �: "°s ` `. a :',Aft- ^ . t...s^ -, •, M. a ; .. . ..u. �. SUSTAINABLE FORESTRY INITIATWE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Bloddng Panels and Squash Biodm)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaetrser.com/woodproducts/document-Ilbrary. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/31/2017 10:02:52 AM Leo vu Forte v5.3, Design Engine:V7.0.0.5 i HCE 1 (503)892-5782 REDWOOD 2557A.4te I leo@hornce.com _.____ Page 8 of 16 1 F® R 1 E MEMBER REPORT Main FLR BM,83 F8 PASSED 1 piece(s)3 1/2"x 16" BIG BEAM j�(� Overall Length:9'6" 1 + o i, + 0 Yt , va zG tip,.0-r"'. '2�- .; * 4 f °" 4 9 C7 2 M locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing Is Conceptual k'icsS a ,?;,'-'. ;f,;,.$41# tk,,m ' .,.;;;;;;„r!. 8'.,.?`,4".k .,,.•' ,..'^7 -.,.t „: .„ System ystem:Floor Member Reaction(lbs) 1397 @ 1 1/2” 6563(3.00") Passed(21%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Shear(lbs) _ 931 @ 1'7" 11377 Passed(8%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building the:Residential Pos Moment(Ft-lbs) 3146 @ 4'9" 34347 Passed(9%) 1,15 1.0 0+0.75 L+0.75 S(All Spans) Building Code:IBC 2015 Live Load Defi.(in) 0.008 @ 4'9" 0.231 Passed(1/999+) — 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.023 @ 4'9" 0.308 Passed(L/999+) — 1.0 0+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(L/480)and TI.(1/360). •Top Edge Bracing(Lu):Top compression edge must be braced at 9'6"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'6"o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'3". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam Is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NDS. 1-Stud wall-of 3.00" 3.00" 1.50" 886 253 428 1567 v Blocking" N 2-Column-OF 3.00" 3.00" 1.50" 1186 253 428 1567 None •Bloddng Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. 0-Self Weight(PLF) 0 to 9'6" N/A 13.6 1-Uniform(PSF) 0 to 9'6"(Top) 3' 15.030.0 Roof 2-Uniform(PSF) 0 to 9'6"(Top) 9' 12.0 - - Wall ABV. 3-Uniform(PSF) 0 to 9'6"(Front) 1'4" 15.0 40.0 - FIJt S ' iif.a.Y.age t�k..3,. i.,i ci�k \'''''';'7.'"T-11"4-',4' ✓# 'r's k'Y} ".'W.( 1 n },'.0.. 5'=' .� .w .*z._.c-",_ t;Y,.t aa.'4"r � --�.1 . ;.. . .`'.,<.'�" `fes.: • :"'a :s S- "'"""4.%,,,',',"",'' '�" '?" �V -.•','4.,. (^� a.. T SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design ciboria and published design values. Op Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Bloddng Panels and Squash Biodm)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeusercom/woodproducts/document-Ilbrary. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator I Forte software operator Job Notes � 10/31/2017 10:02:52 AM I Leo Yu Forte v5.3,Design Engine:V7.0.0.5 1 HCE I (503)HCEas2•s�s2 REDWOOD_2557A.4fe I leo@homce.com Page 9 of 16 i i F O R T E ` MEMBER REPORT Main_FLR BM,B4 F9 PASSED �! 1 piece(s)3 1/2"x 16" BIG BEAM r Overall Length: 13'6" o + 6a 4,4,4 1?"' ��� 1, '.....,, :-.,-.-.1.-',:,, ;. ��, s < �"��i 13' 4. 0 p All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual "; r ''''''''i.'''''..',7, i. '',..,:;,:e0 -71: zr Y . '+1 �c'. ;cam 7.. .v.-a.. ,l., .twy c2mx a.a.__- �....3��.4 , =� ._...s-z sE ,:� � . ;. '.�'° �a�z�s`•`.,1Y; SYstem:Floor Member Reaction(Ibs) 1912 @ 3" 3413(1.50") Passed(56%) — 1.0'D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Shear(Ibs) 1520 @ 1'7" 11377 Passed(13%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 6213 @ 6'6" 34347 Passed(18%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2015 Lire Load Defl.(in) 0.032 @ 6'9" 0.325 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Deli.(in) 0.088 @ 6'9" 0.433 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(1/480)and Tl_(L/360). •Top Edge Bracing(Lu):Top compression edge must be braced at 13'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13'o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13'. •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. ,r.'Q' x^.2:.'19'3 2+-.7";„ „t' N..4_`g'• 1 +�.+' °'r '°+2Y44::,y� -"":i":111,T,. ° t4".'r ;+ * :,"t 1-Hanger on 16"DF beam 3.00" Hanger, 1.50" k 1256 360 608s 2224 See note 1 2-Hanger on 16"DF beam 3.00" Hanger, 1.50" 1256 360 608 2224 See note 1 •At hanger supports,the Total Bearing dimension is equal to the width of the material that Is supporting the hanger •1 See Connector grid below for additional information and/or requirements. y a 1-Face Mount Hanger THF35112 2.50" N/A 16-10d x 1-1/2 2-10d x 1-1/2 2-Face Mount Hanger TNF35112 2.50" WA 16-10d x 1-1/2 2-10d x 1-1/2 } yy V 0-Self Weight(PLF) 3"to 13'3" N/A 13.6 1-Uniform(PSF) 0 to 13'6"(Top) 3' 15.0 - 30.0 Roof 2-Uniform(PSF) 0 to 13'6"(Top) 9' 12.0 - - Wall ABV. 3-Uniform(PSF) 0 to 13'6"(Front) 1'4" 15.0 40.0 - FLR r -" ,,,;--£,.,-.1.f4,-.'i-;-, .,. x y ep er r '...z:g":-..,,,N n^ A..,...-:''';',S.. '�+ i`y` :,."'*--,..-',,f,''.7'.ark@'� '",,', '?? `Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,(wilder or framer is responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable for ebb standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyertweuser.comhwoodproducts/dociment-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator j Forte Software Operator Job Notes 10/31/2017 10:02:52 AM Leo Vu Forte v5.3,Design Engine:V7.0.0.5 HCE (503)892-5782 REDWOOD 2557A.4te j leoehornce.com _____ Page 10 of 16 F® RTE " MEMBER REPORT Mein FLR BM,B5 1 PASSED i• 1 piece(s) 3 1/2"x 16" BIG BEAM F 0 Overall Length:9'8 1/2" i + � + 44,..„,,• ,,. ,...,t...0.,,,,...„-,„„vo..,,t_t , 0.4.,,,r1,2 44,4 ,,,,,,4 SI:,,,t,taic: ,,,������,,,,,,��P�����` 1 7 . a r �xt ✓ "a III 9 -4' C11 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Itifilit3 € .a ,.',:: '' .aMm; .: `, t "*- , ter .,,C.,,.,,,,,-,..!:" ::•fir: . S 'r`4` ..Ttiia System:Floor Member Reaction(Ibs) 3241 @ 9'7" 6825(3.00") Passed(47%) - 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Rush Beam Shear(Ibs) 2160 @ 1'9 1/2" 11377 Passed(19%) 1.15 1.0 0+0.75 L+0.75 S(All Spans) 1 Building Use:Residential Pos Moment(Ft-lbs) 7297 @ 4'11 1/2" 34347 Passed(21%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2015 Live Load Deft.(in) 0.027 @ 4'11 1/2" 0.231 Passed(L/999+) - 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Deft.(in) 0.052 @ 4'11 1/2" 0.308 Passed(1/999+) — 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LI(L/480)and TL(1/360). •Top Edge Bracing(Lu):Top compression edge must be braced at 9'9"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'9"o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'3". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NDS. �ir "13Y A • fi �'h'$ Y ,- ::,r.' T ems, rik 2 r• r.,',.•:,,, "�"- r•. z•7?z.,4»h.,a-t .n� s -,-^t§.... .d.. .,+ ,rirwc�"�5- -,-,94 '`-,7;1_,--,-- ,'-:-? '''~gA.;-'z;;••••--47,:,:t',21644#: 1-Stud wall-DF 5.50" 5.50" 1.55" 1644 942 1376 3962 Blocking 2-Column-DF 3.00" 3.00' 1.50" 1575 903 1318 3796 None •Bloddng Panels are,re assumed to carry no loads applied directly above them and the full load is applied to the member being designed. s'i'.+TtB;� J i $- !i �5 � m '',1'',--'''''414'-‘,,i,,;- -3' s. �k 4' e zr a w,"$, 1 rt c 0-Self Weight(PLF) 0 to 9'8 1/2" N/A 13.6 1-Uniform(PSF) 0 to 9'8 1/2"(Top) 9'3" 15.0 30.0 Roof 2-Uniform(PSF) 0 to 9'8 1/2"(Top) 9' 12.0 - - Wall ABV. 3-Uniform(PSF) 0 to 9'8 1/2" 4'9" 15.0 40.0 - FLR (Back) -;'`. h.'t" ",• - s em ' .; _ w ,`:u y , . �. r rr 4,. t.' 3 .�,,` vr .5 ()SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,bulkier or framer is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under l reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Joy Notes 10/31/2017 10:02:52 AM Leo Yu Forte v5.3,Design Engine:V7.0.0.5 HCE 1503)ase-5782 REDWOOD 2557A.4te , leo@homce.com ,- -----____.._�__��--- ___.r.�..�_.___.--_.- Page 11 of 16 J F 0 R T E . MEMBER REPORT Main FLR BM,86 F 1 1 PASSED 1 piece(s)3 1/2"x 16" BIG BEAM f Overall Length:4' 0 + o f 3' 1 T CI CI All locations are measured from the outside face of left support(or left cantilever end).Ail dimensions are horizontai.;Drawing is Conceptual i :..„ m.., . �,. ...,A .Rao o `,,:,.,:::7;-_,-„,„7.,..„,;;--,-; r �x� .;` `al. 8,�" SYstem:Floor Member Reaction(lbs) 4273 @ 2'9 1/4" 12031(5.50") Passed(36%)A. 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Shear(lbs) 1487 @ 4' 11377 Passed(13%) 1.15 1.0 D+0.75 L+0.75 S(Alf Spans) Building Use:Residential Pos Moment(Ft-lbs) 0 @ N/A N/A Passed(N/A) — N/A Building Code:IBC 2015 Neg Moment(Ft-lbs) -2795 @ 2'6 1/4" 26476 Passed(11%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.001 @ 4' 0.200 (2U999+) — 1.0 D+0.75 L+0.75 S(Alt Spans) assed Total Load Deft.(In) 0.003 @ 4' 0.200 (2 +) — 1.0 D+0.75 L+0.75 5(Alt Spans) •Deflection criteria:LL(L/480)and TL(L/360). •Overhang deflection criteria:LL(0.2")and TL(0.2"). •Top Edge Bracing(Lu):Top compression edge must be braced at 3'9'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3'9"o/c unless detailed otherwise. •Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=3'9". •-782 lbs uplift at support 0".Strapping or other restraint may be required. •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. : ' - : ' 'a <? ' gp t.7 1 ` ,V-2.si r ,h, y V "."9';0. ','r''' :4 -i.:, ', . ,N aJS..'t 'E,n -`- ...,_.-;. . . « v,l x`4'r7nf. t P•-i- ffin :;'"..'+1 "�F'C:;v.EP 1-Hanger on 16"DF beam 3.00" Hanger,. 1.50" -413 619/-1% -2% 619/-905 See rote" 2-Stud wall-DF 5.50" 5.50" 1.95" 2335 1679 904 4918 Blocking •Bloddng Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • "See Connector grid below for additional information and/or requirements. 4 a;.'t''';' , ..: 44 6 .44 xts z ' ?gip ' ° "¢a. 3.."^" ' 6e+3 xx +`+a r ;...Z f.,rr.-' �`'j� s;. H... '"4.">:4:::`,1",'%144"7„;4• -.i w,-,V='',.''' k' ,,,l'J, ."r:y'-, i`'''''',1"?," s ..._s, ,�.� 'e e"''. ''`i 'sa` #',A ti',.,` ,.,.,,+.c J .¢x ".s.aa W , =vYt .R-,`*p"x ;.7z 1-Face Mount Hanger HUS412 2.00" N/A 10-16d x 3-1/2 10 16d x 3 1/2 Double ,..4 Shear Nailing Vi-.,= " ». -.,r ,;` , , ,4r , sal .car.x';:1,7,` •v...� '� 0 f x°` y .,,,. a `- k,„, % ' 0-Self Weight(PLF) 3"to 4' N/A 13.6 ��� 1-Uniform(PSF) 0 to 4'(Front) 10'3" 15.0 40.0 - RR 2-Pont(Ib) 4'(Front) N/A 1256 360 608 Linked frau:B4, Su000rt 1 .'.. 0 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,bulkier or framer is responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Bloch)are not designed by this software.Products manufactured at under Weyerhaeusner facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES techicareports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/doaiment-library. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/31/2017 10:02:52 AM Leo Yu Forte v5.3, Design Engine:V7.0.0.5 1 HCE (503)892-5782 REDWOOD_2557A.4te I leo r@i harnce.com -----— --__ Page 12 of 16 IJ F U R T E - MEMBER REPORT Main FLR BM,87 F 1 2 PASSED 1 piece(s) 3 1/2"x 16" BIG BEAM (- Overall Length:21' it o + 0 r .. is::,17r tey.. v �0�ay. �e •.., p a0 a:":i 7.- 4 d� t t;`' A ,t 20'1" 4-- 13 aEl All locations are measured from the outside face of left support(or left cantilever end).Ail dimensions are horizontai.;Drawing is Conceptual ':^l ..:, t X h,:.. tt"'72m%'..' 7u s44eu._..,.�:... ikf. ...'ric -.-,—._.,t,'"-'-'":»x+.h,; `y(k" ?`-. w*.6k,,w" system:Floor Member Reaction(lbs) 1067 @ 4" 12031(5.50") Passed(9%) — 1.0 D+1.0 L(All Spans)[1] Member Type:Flush Beam Shear(lbs) 911 @ 1'9 1/2" 9893 Passed(9%) 1.00 1.0 D+1.0 L(All Spans)[1] Building Use:Residential Pos Moment(Ft-lbs) 5041 @ 9'10 3/4" 29867 Passed(17%) 1.00 1.0 D+1.0 L(All Spans)[1] Buildkg Code:IBC 2015 Neg Moment(Ft-lbs) -1415 @ 5'6" 26476 Passed(5%) 1.15 1.0 D+1.0 S(All Spans)[1] Design Methodology:ASD Live Load Defl.(In) 0.156©10'5/8" 0.508 Passed(L/999+) — 1.0 D+1.0 L(All Spans)[1] Total Load Defl.(In) 0.176 @ 10'4 3/8" 0.678 Passed(L/999+) -- 1.0 D+1.0 L(All Spans)[1] •Deflection criteria:LL(L/480)and 11(1/360). •Top Edge Bracing(Lu):Top compression edge must be braced at 21'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 21'o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=20'4". •Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=10'8 5/8". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. • as" 4 .„ sAf,r Ra , F :X :,ate„ J a . 1 41, ,. 1. 3a n t s a � "� 1-Stud wall-DF 5.50" 5.50° 1.50" 45 1022 -221 1067/-221 Blocking 2-Stud wall-DF 5.50" 5.50" 1.50" 248 717 -75 965/-75 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load b applied to the member being designed. ,`- �, k s-„,.V. vi" 4` ' `cue .f.,1 y ,_t••p`+:o ;„:„44.1,-,,,,, -4.# 'k;.,: -, L c a • ,=.. 6xa 0-Self Weight(PLF) 0 to 21' N/A 13.6 1-Uniform(PSF) 0 to 21'(Front) 1'4" 15.0 40.0 - FIR 2-Point(Ib) 5'6"(Front) N/A -413 619/-196 -2% Linked 66, Support 1 �F Y 5�� Br 3.Y f T }9- .-_ ., —,-,,,,,,..,-;--2-,,,,,,,,,,....,T X.47f x f "..i4.kS . �K ''' 'h s� /� _.. .r.,.:�.,. .,.._ .> t� .: - '< '.t�a.�,2., ( )SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. �Y/ Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.oom/waodproduds/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes I 10/31/2017 10:02:52 AM LHCE eo u i Forte v5.3,Design Engine:V7.0.0.5 (503)892-5782 REDWOOD 2557A.4te leo(�homce.com _—��-.�._.� --- ----..J _ Page 13 of 16 �'J F 0 R T E '" MEMBER REPORT Main FLR BM,B8 F13 PASSED � 1 piece(s) 5 1/2" x 16" BIG BEAM Overall Length:18'5" i + i. 0 o ' 17'6' 0 El All locations are measured from the outside face of left support(or left cantilever end).ABl dimensions are horizontat;Drawing is Conceptual >:• ,g" r.Gi. ,g4:.,:-,:,-.,,,,, k,a *a_ti� S �''� � � , :, r�` �� �` K,€ r*�,� F F:,.. .. o,r, .".r...,,;4,„i,,,4 System'Floor Member Reaction(Ibs) 8300 @ 4" 18906(5.50") Passed(44%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 6685 @ 1'9 1/2" 15547 Passed(43%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 35499 @ 9'2 1/2" 46049 Passed(77%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Deft,(in) 0.423 @ 9'2 1/2" 0.444 Passed(L/504) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD 1 Total Load Defl.(in) 0.596 @ 9'2 1/2" 0.592 Passed(L/358) — 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/480)and TL(L/360). •Top Edge Bracing(Lu):Top compression edge must be braced at 18'5"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 18'5"o/c unless detailed otherwise. • Critical positive moment adjusted by a volume factor of 0.98 that was calculated using length L=17'9". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NDS. T,,,;-'5,4,0 ,"'^ ?SS ;'4, ,! 4,,,,,.... , , ,« ` s t '', a- r Z ivt . � Yu . ix2.-!......,.. -„,.., ..... w . ,; - '"� ` mo .:,':..,: 1;7Xr. 4A,Vr p, ei ,..' „,,,roo.^�ks "'”- i�,� "^ ,4 , iy .y .. ,+ " 1-Stud wall-DF 5.50" 5.50" 2.41" 2407 5893 8300 Blocking 2-Stud wall-DF 5.50" 5.50" 2.41" 2407 5893 8300 Blocking •Bloddng Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. s..,,,3,1 ' si re i d t4 w`k- {» �'*, " '; sin ry o-Self Weight(PLF) 0 to 18'5" N/A 21.4 1-Uniform(PSF) 0 to 18'5"(Front) 10' 15.0 40.0 FIR 2-Uniform(PSF) 0 to 18'5"(Back) 6' 15.0 40.0 FLR , fit i i;' �' .. � ,. Y f 'S"3r a .:,, s.v ,ver -r r. ;ti N +'r' ,.'«`. �-",9-3a z.�J.' ' �.'-". v.,.,,, tZ�) s&A SUSTAI61E FORESTRY INItIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. YY Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that alis calculation Is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser fadlities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literabm and installation details refer to www.weyertiaeuser.atm/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/31/2017 10:02:52 AM Leo Yu Forte v5.3,Design Engine:V7.0.0.5 I HCE (503)892-5782 REDWOOD 2557A.4te leo@homce corn Page 14 of 16 J F 0 R T E ' MEMBER REPORT Main FLR BM,B9 F 1 /� PASSED 1 piece(s) 3 1/2"x 16" BIG BEAM • r i} Overall Length:11'1/2" 1 I o t .f, 10'6- ,t' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontai;Drawing is Conceptual ° ...a^ as E •.r 4.,t,,..: ,1•;A to x(..x •,,,,s, ":"--.44r`.. System:Floor Member Reaction(lbs) 1523 @ 3" 3413(1.50") Passed(45%) - 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 1140 @ 1'7" 9893 Passed(12%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(R-lbs) 4044 @ 5'3 3/4" 29867 Passed(14%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.016 @ 5'6 3/4" 0.266 Passed(1./999+) - 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.038 @ 5'6 3/4" 0.354 Passed(L/999+) - 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/360). •Top Edge Bracing(Lu):Top compression edge must be braced at 10'10"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10'10"o/c unless detailed otherwise. •Critical positive manert adjusted by a volume factor of 1.00 that was calculated using length L'10'7 1/2". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The spe•ed glulam Ls assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NOS. µ .G .� ry h� eve `s.Y�" t " .' r fMi�a''t'FA Po...R"•" • -.��Y+c',?��__. ._. N„_�r�-..rg,,�.:.. .'�T`-w', <'” ick "Y',,,•"'41:. )• •—"'"(47'''•1" .!r+: �•� 1-Hanger on 16"DF beam 3.00" Hangers 1.50" 923 668 1591 See robe 1 2-Stud wall-DF _ 3.50" 3.50' 1.50" 913 658 1571 Blocking •Blocking Panels are assumed to carry no loads applied dlrectiy above them and the full load Is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ,See Connector grid below for additional information and/or requirements. +„ 4'''''... '?,,...-44,,,,..v. , >,..,r,„:'4.):,•••;0?,.'' ? ,",. 3;a* ,F•s73w:r "ez--:;..;,:-..-.., ' _s.-.. .rami r&' 1'4`: S4' '0 4: ? =7'.'* x'''S e e'qr.. '•"c '. ...*', ",.. ;v f rz�s 1-Face Mount Hanger THF35112 2.50" N/A 16.10d x 1-1/2 2-10d x 1-1/2 0-Self Weight(PLF) 3"to 11'1/2" N/A 13.6 1-Uniform(PSF) 0 to 11'1/2"(Top) 9' 12.0 - Wall ABV. 2-Uniform(PSF) 0 to 111 2" 3' 15.0 40.0 FIR Weyerhaeuse • ^' "' 'T" •�`�'*? 1 SUSTAINABLE FORESTRY INITIATIVE thar warrants t the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 111 Weyerhaeuser expressly dsdaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer's responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Bloch)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser•.com/woodprodud,/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/31/2017 10:02:52 AM Leo rt, HCE Forte v5.3,Design Engine:V7.0.0.5 9 9 (503)892-5782 REDWOOD 2557A.4te I leo@homce.com —.____ _____—___...�__.____-.._.___._._.� __�.___._ Page 15 of 16 F 0 R T E �" MEMBER REPORT Main FLR BM,B10 F.15 PASSED �+ ■, 1 piece(s) 3 1/2"x 16" BIG BEAM (- Overall Length:8' i 1 + i o 1 + . r ; .:t s :.' . �� ar t - titAtaitst,4,-„„-40,4,1„,r,,4*,,s..0.*,,,,,f4.1%,,-.4.i,4,', T.:4,4',"‘r,' ''It4'-`f-tekilr ',:-.''.--:., r 3• 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing Is Conceptual :,... .-,:,., ..�'r v°a e{�•Maa 'ti eYza„ v,.' r u. e �.. �� � j< rf :' a ?a Sy5tern:Hoar Member Reaction(lbs) 2089 @ 7'10" 7656(3.50") Passed(27%) 1.0 D+1.0 L(All Spans) Member Type:Rush Beam Shear(lbs) 1524 @ 6'4 1/2" 9893 Passed(15%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 2545 @ 5'5 5/16" 29867 Passed(9%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Uve Load Defl.(In) 0.004 @ 4'4" 0.188 Passed(1/999+) — 1.0 D+1.0 1(All Spans) Design Methodology:ASD Total Load Deft.(In) 0.012 @ 4'3 7/16" 0.250 Passed(L/999+) — 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(1/480)and TL(1/360). •Top Edge Bracing(Lu):Top compression edge must be braced at 8'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=7'6". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NDS. � a a cAl�', 'Ike .k ,..� "rte& .,�?" ,1?”.• a..rk _arAsm. , 4 5x, ,.w ':A:1;x, - :,:,-,---..1444,`,:4'''',1'43.1- 1-Stud wall-DF 5.50" 5.50" 1.50" 732 329 1061 Blocking 2-Stud wall-DF 3.50" 3.50" 1.50" 1324 766 2090 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ''''''::A-C''''' r _, ' 'r4'4. '' n .41'-aeus • h',;j f4.* ;,,yt^. 4 4', •». m ft. .:': `��`.4,.-ex, ' `�� ....,.,.k..Y v'_�"�-�.,z p 0-Self Weight(PLF) 0 to 8' N/A 13.6 1-Uniform(PSF) 0 to 8'(Top) 1'4" 15.0 40.0 FLR 2-Uniform(PSF) 0 to 8'(Tcp) 9' 12.0 - Wall ABY. 3-Point(lb) 6'7"(Back) N/A 923 668 Linked from:89, Support 1 <Y a •t< , _! • `• .3" e A SUSTAItJABIE roRESTRr INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Pim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESP.-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/31/2017 10:02:52 AM Leo Yu Forte v5.3,Design Engine:V7.0.0.5 HCE (503)892-5782 REDWOOD 2557A.4te ieo@homce.com --• —•-- _ _ _—�—__.__.__�__..__—_--_--. Page 16 of 16 PROJECT Lary- 17 - 160 SHEET .ba - s /\%k HCE SUBJECT D&.IC FPAMIM4 DATE 1l.1µ. f� Horn Consulting Engineers LLC BY L}� r 3 + 1 R « (0 6:3 )035X - 3.4? " (o..).66)co.C.: ^ A = Co- g3002:J/g - I1,2 '_ 6, iN Pc-1') -70 Ste= .:• •h P T 4LX 1. (-2.4) (.4.-$) [ 82.. 1 L w. m.0,68 (. 1q' ) 6 : o8+ '$ 1 (4.06")�.S :(6-151-..1st) 12�+5'� .,r , 1sk -C 36 INS 0.465)1!x8) M m(0-81 ISOCI3.S'j,t, = 13.8 k•r .; = 74:2 ,'I1 • S )4.'-2/) ql� pn3 (A.r jc 0.93 P.T. 4L � x F2 R. - �F4 FC +. 5.7 = 1/.014 Cour. Fr4 P = 11.Qk t )15 K.CF = 7.4 -re t /3.. .#4's • Q Oss./ to I tt. • P = 7• 2,6 1.6 K s F +��1{ S" x.u" „nrc. Frt, 4 3 #14 :9320 SW BARBUR BLVD. 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