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Plans (18) OFFICE COPY Approved plans 0K...1,07247_ `°' u ,A shall be on job site. 11240 Vim Vi."A AN =% it`d, OCZ CITY OF TIGARD (VI 1.L.6 PI T,VII-_;tW'I D I'OI CODE COMPLIANCE ApproNcd: [ ] O"a'C: [ ] Pcriiiit #: PASfjOn -----00 (( 1 i i l l k i Ai1diess: t2Zoo i5ti) NI?". Ae._ u 11 s; Suite #: By: MA�- 0 ce Date: t /?>'23 Bedroom Bedroom Master Bedroom (061)nada Bonus Rm Zt 1\ v 6� `. \ \ el Bedroom C23 Bath Bath 111 33Pr 4. 47111 0 ft$ ro, frITM, . , Dining Room U Front Living Rm Garage Z - J i:P. Q"' q n Bathoom l:} On)tom aof G pr (5510 I 7) .4 r Laundry Kitchen Living Rm iii UDui i . 91 """-•••• EL "I` erordar. I I Door being reframed box OM Sid ttV3 re AC,Ce.c .+rk rti _ to tt e) door mfrorncr oCrQ VALIDITY OF PERMIT diW, voiNra "I ?.w x 104 . 111 THE ISSUANCE OF A PERMIT we it- _ '';',AVYAOVNI Ce0°L MAI— BASED ON CONSTRUCTION DOCUMENTS AND OTHER ieg4a <<k<e) DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. OP^f` 1 r 1 JQ1/4.)t ii levit-t,A VI .V, ...,-,,%•N,--'t 4,-n, L. k..;‘-§'L V '....). ,.., kor- bC).-E) 1VN-'P.-‘ -tc‘r.- rii‘,-\ -ii,(4,trd OR Citl-L-LS , t If lj Si_,I2._ L3 (c 1------- 14\ r k-....) 11 t; 1 1 1 1 , I - 4 1 7 ? t , t i \ 1 1 1 ' 1 i i , . . .... -. . OFORTEW EB MEMBER REPORT PASSED Level,Wall: Header 1 piece(s)5 1/2"x 6" 24F-V4 DF Glulam UreraI._engc'n:6' I1' 0 0 6' d All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 3590 @ 4" 19663(5.50") Passed(18%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 2595 @ 11 1/2" 6705 Passed(39%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Building Code:IBC 2015 Pos Moment(Ft-Ibs) 5068©3'5 1/2" 7590 Passed(67%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Live Load Deft(in) 0.113 @ 3'5 1/2" 0.208 Passed(1/665) -- 1.0 D+0.75 L+0.75 S(All Spans) Total Load Defl.(in) 0.200 @ 3'5 1/2" 0.313 Passed(1/375) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L=6'3". •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 cakulations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Lire Roof Live Snow Factored Accessories 1-Trimmer-SPF 5.50" 5.50" 1.50" 1567 968 1383 1729 3590 None 2-Trimmer-SPF 5.50" 5.50" 1.50" 1567 968 1383 1729 3590 None Lateral Bracing Bracing Intervals Comment Top Edge(Lu) 6'11"o/c Bottom Edge(Lu) 6'11"o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Roof Live Snow Vertical Loads Location Tributary Width (0.90) (1.00) (non-snow:1.25) (1.15) Comments 0-Self Weight(PLF) 0 to 6'11" N/A 8.0 — — -- 1-Uniform(PSF) 0 to 6'11" T 15.0 40.0 - - 2-Uniform(PSF) 0 to 6'11" 20' 17.0 - 20.0' 25.0 Weyerhaeuser Notes 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 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.weyerhaeuser.com/woodprojucts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 10/23/2023 10:13:55 PM UTC Spencer mbewks Parr Lumber ForteWEBv3.6, Engine:V8.3.1.5,Data:V8.1.4.1 (503)638-6512 spencer.hawks@parr.com Weyerhaeuser File Name: Default Page 1/ 1 • I , , �..• "` . " Pia r . �wrT« .r r )16-'6 d' iji.4 • z a i Yaw ♦ b 1 . 0. v . #11 . jam,. _ .. t .y , ----- ,,,,-,,,.•.4-,.-,:p.•-;',72. •7. -,-4.-...- -W . . . _ ' h• . "; it '-.' --' .'.*..."-.*"-.#-,;--'a•... ,M'°Ai*'•.• 1„*4,„v',.., ' .-•°.'' IOiit1IIPl1IItif1 1V14l,,`'1LesiiI1 11 11I'1,} 4t r „ ,..11 J ..• ..-,;.'-;,f,•-,t‘1' '..•f lgIaO4i.'.4,lXa' EAT .• . % „ . o 4 11 °..4 i1'a°t, ‘.,_.IA,s l,„4I4a.7Ot.....".`.ssaI erI,..asaw-iI7astiIi;..'.1':;,7Iu'JIj4.2O1',)..0.Ii0:4'a,I t,1'4;''''iO0„s M''-a1 Ot1-4r.o-1'k'-Os 0'Nr','.'li1-.a,-t-'14,,!.,-.17.Wa..t1°A OagENle ImOnita.1[',''4..•:.=I-atP:'Z),.z'..5':'''.°i5'_43'!. 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