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Specifications Project: Dirksen Boardwalk Date: 1h1-/7-I 11130 SW Tiedeman Ave. Page: Z Tigard, OR 97223 By: ,a-vo Client: ESA Job #: 220552 VIP('=p Slot 7.49 vto tr tj..1/40 tx„, -- NOV 1 I wz \ei = Gil 7x Zat P t,.F w - v 1 K 'L.fJ x 217 04 pL Z 3 2-01 >t 5' 4" 5'I k 5. IC .5. 1'43 r. IcP VP:01C-itA4a- '1 4.► -I -- —n+ `> Grummet Engineering LLC-920 SW 3,d Ave.,Suite 200,Portland,OR 97204-Phone:(503)244-7014 Project: Dirksen Boardwalk Date: ' T:I /Ti( 11130 SW Tiedeman Ave. Page: 5 Tigard, OR 97223 By; r4�� Client: ESA Job #: 220552 2 WI sm tr- or ----� — P 12- = 2-6 -� t •`S V sr x-- P ✓ e 4.4*.firz- �, 1z..� zIrr Pt c r.S TrPrrA k S T' Zi tlift ,4t."17 Pt (..fr7.s Pr -v, cry Grummel Engineering LLC—920 SW 3rd Ave.,Suite 200,Portland,OR 97204-Phone:(503)244-7014 Project: Dirksen Boardwalk Date: t/tom-f'e 11130 SW Tiedeman Ave. Page: 4 Tigard, OR 97223 By: A-4A Client: ESA Job #: 220552 .*214✓1.1E D 3 t j ) in--. G( ...MM..._••••••., . v.. _ .31ca tic '-rrreQ""747l USrz L3K3x Va. 12e Ca � 4'why A (A 3 Grummel Engineering LLC—920 SW 3rd Ave.,Suite 200,Portland,OR 97204-Phone:(503)244-7014 Project: Dirksen Boardwalk Date: t/Vt-tz1 11130 SW Tiedeman Ave. Page: 5 Tigard, OR 97223 By: f'.0 Client: ESA Job #: 220552 G�= d SwL1_ Coi:--7P �"e ��-- pc c, - c J NA./ rve- •? - I.25- 4- 74-'3 • Z/-4c Sb2 3 1S4O 2. :? • " ' t.zc�.r� %,off -t- .cat. — `� I- Grummet Engineering LLC—920 SW 3rd Ave.,Suite 200,Portland,OR 97204-Phone:(503)244-7014 Project: Dirksen Boardwalk Date: ttvitiwi 11130 SW Tiedeman Ave. Page: .4 Tigard, OR 97223 By: 1., Client: ESA Job #: 220552 • y 1....• •K ... eff,„„„ ?....,. ptLe Y I ) I .- I -0 - )----i- . _. i . �_ 0" q'J t` t.41..1 letclEotol o Grummel Engineering LLC—920 SW 3rd Ave.,Suite 200,Portland,OR 97204-Phone:(503)244-7014 Project: Dirksen Boardwalk Date: trzs-/T4 11130 SW Tiedeman Ave. Page: '4- Tigard, OR 97223 By: , .,L0 Client: ESA Job #: 220552 Trz1 t S �V 55-PSr - or l'Sf- UI 47 4"s' tz,,,.. ,�.T'. 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Grummel Engineering LLC-920 SW 3'4 Ave.,Suite 200,Portland,OR 97204-Phone:(503)244-7014 ;%ll.t"Utt I t LW MEMBER REPORT PASSED Level,Copy of Floor:Flush Beam 1 piece(s)4 x 12 Hem-Fir No.2 13 Overall Length:10'7` 1 0 0 ri rare . . ; , ..itiit ti e- .RX ,:. .e =011 .. €•t.,. — a: p.' ir 10' if 1❑ El All locations are measured from the outside face of left support(or left cantilever end).Ali dimensions are horizontal. bpi Rdgilfir:). , ; r r c F .x r \ �T} 's f System:Floor Member Reaction(bs) 1222 0 2" 3189(2.25") Passed(38%) — 1.0 D+1.0 L(All Spans) ' Member Type:Flush Beam Building Use:Residential Shear(ibs) 957 0 1'2 3/4" _ 3938 Passed(24%) 1.00 1.0 D+1.0 L(Ad Spans) Building Code:IBC 2015 Moment(Ftdbs) 3092 0 5'3 1/2" 5752 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) Design methodology:ASD Live Load Dell.(in) 0.093 0 5'3 1/2" _ 0.256 Passed(L/999+) 1.0 D+1.0 L(All Spans) Total Load Den.(km) 0.108 0 5'3 1/2" 0.512 Passed(L/999+) , — 1.0 D+1.0 L(All Spans) •Defledion criteria:LL(L/480)and TL(1/240). •Mowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. - �7.{91( . ` .. ,`''�{ y�r',:a ��te ' t h, mot •t Cyy , : .� 1 . :�`l� y �:'' s 1-Shed was-SPF 3.50" 2.25" 1.50' 171 1074 1245 1 1/4"Rim Board , 2-Rod wet-SPF 3.50" 2.25" 1.50" 171 1074 1245 11/4"Rim Board •Rrn Board is assumed to carry all loads applied directly above It,bypassing the member being designed. • Top Edge(Lu) 10'5"o/c bottom Edge(Lu) 10'5"o/c "Maximum allowable bracing Intervals based on applied load. i.s..N l ; .i`';' I... ,w.` -.,', :# -.1 ,-4.:.°..-f::.SF%.'!''./e`.. ' 6�M"Il;•' `,,ra0�tizti'.;-, t,'' ;^;:.? 0-Self Weight(PIP) 1 1/4"to 10's 3/4" N/A 10.0. — 1-Uniform(PLF) 0 to 10'7"(Front) N/A 22.5 203.0 Default Load Westenia 0600 NOtos . .. . ., , r_ :,-: 'y . Y• ^a ."t... Weyerhaeuser warrants that the sting of its products will be In accordance with Weyerhaeuser product design criter a 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 reoord,builder or framer is responsible fro assure that this calculation Is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are riot 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 sander evaluation 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 deters refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support Information have been provided by ForteWEB Software Operator FortoWEB Sannware Operator Job Notes; Alexander C GrummN 1/27/2021 4:07:55 PM UTC Grummet Engineering ForteWEB v3.1,Engine:V8.1.5,1, Data:V8.0.1.0 (360)510-3797 alextilgnimmeiengineering.com Weyerhaeuser File Name:220552 Dirksen boardwalk at"()K1t4'112 MEMBER REPORT PASSED Level,Floor: Flush Beam pp 1 piece(s)6 x 12 Nem-fir No.2 Overall Length:G'7" iiiimimmilL + + 0 0 1 . ilk ' tri.,4':: x&c'.,�rr' P ''<r ;�raR,i, 4 V , ;iP 4a m,,.. a s z F "-s h. ip it 6' 4 o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. ��� _.7,:.. 1�. �a i` ..�..,. _ �. ..�.. ,,;: ;�.,a,..t.�.....,.ni,:....... tea,..... Akin l4: )r, x 1**:O14:1iih., 'i 'kiii�ll�E 4 :i > {1 ! L n >l 4.! System:floor Member Reaction abs) 3239 0 2' 5012(2.25') _Passed(65%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(ibs) 2074 01'3' 5903 Passed(35%) 1.00 1.0 D+1.0 L(Ail Spans) Building toe:Residential $ulldinp Cade:IBC 2015 Moment(Ft4bs) 49610 3'3 1/2' 6819 Passed(73%) 1.00 1.0 D+1.0 L(AI Spans) Design Methodology:ASD Live Load Dell.(In) 0.040 0 3'3 1/2" 0.156 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Total Load Dell.(in) 0.045 0 3'3 1/2" 0.313 Passed(L/999+) — 1.0 D+1.0 L(All Spans) •Deflection crtterie LL(t/480)and IL(L/240). •Allowed moment does not reflect the adjustment for the bean stability factor. •Applicable calculations are based on NDS. ;',::4t,:ift4f',,.4 .V�`f.r`,:7- 7 %,".i'4-':.1 isy.o�om� 41 Ai.v, xir.f:'r1"i;'. ?,...... i.,.. ,, i' I S.'g.. �e :. , T` _'� �.�y T .rir�e.� f� .1 - .S 1-Stud wall-SPF 3.50" 2.25" 1.50" 380 2963 3343 1 1/4'(dm Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 380 2963 3343 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. ;tY.Cif ..L.. :u + �,' �.,is rA �, ;,.`..��„" T.:`:i..L�^•1A . Top Edge ILA) 6'5'o/c Bottom Edge(Lu) 6'5'o/c - •Maximum allowable bradng intervals based on applied load. CNI��y�, r r ;Oill*{ .may i tti .;a.•, ..' R 3 Frs•4wR . s} ic .YT i .�'r!YTih:t h R 117a 1. ' •. j 4M)F.ti aripi ra 0-Self Weight(PLF) 1 1/4"to 6'5 3/4" N/A 16.0 - - 1-Uniform(PSF) 0 to 6'7'(Front) 10' 10.0 90.0 Default Load WeyerbaeuGer'Not , .`-`:. .'.. • r. .".. .' Weyerhaeuser warrants that the siring 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 mentdactwed at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation 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.weyerhaeusar.com/woodproducts/docurent-Rbrary. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Alexander C Grummet 1/27/2021 4:09:58 PM(ITC Grummet Engineering A ForteWEB v3.1,Engine:V8.1.5.1, Data:V8.0.1.0 (360)510.3797 alsaragnanmetenglneering.00m Weyerhaeuser File Name:220552 Dlrksen boardwalk n........ 4 1 4 Project: Dirksen Boardwalk Date: 11130 SW Tiedeman Ave. Page:to, Tigard, OR 97223 By: ke-c-o Client: ESA Job #: 220552 41 475)s or= th„,"!7•; I 41( (..; CV • • - --- i Grumnnel Engineering LLC—920 SW 3rd Ave.,Suite 200,Portland,OR 97204-Phone: (503)244-7014 Project: Dirksen Boardwalk Date: t/z .z{ 11130 SW Tiedeman Ave. Page: 4l Tigard, OR 97223 By: 1 L, Client: ESA Job #: 220552 cLAr 1:>T$.,4ct,t, gresc b St G+ g.Sret-‘ ppt1" 21"rt-� _ GI ?-. -r . 5 .. S7J 4 -rt* ►o S i pie_ Gatnatare2- 7 'tar %.4z. V ?®sT cdPPeie n 1p l. 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