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Specifications FOR OFFICE USE ONLY-SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. j Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City Of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Ili Transmittal Letter i , l• 13125 SW Hall Blvd. • Tigard,Oregon 97223 • 503.718.2439• www.tigard-or.gov TO: Al I\ISOl l DATE RECEIVED: DEPT.: BUiLDING DIVISION RECEIVED FROM: CAWS gm 5„TLftiLibDt NAY 2 7 2021 COMPANY: pcercc.tY Da-wilco" -10•t u'novts CITY OF TIGIARD PHONE: SoL• S'41•t;t c 1 BUILDING DI11 ( . EMAIL: coots a PDSL-L-C-S.tp4.cowl RE: 11210 Sti.t b% fistuo pt. Mst sou-0006a (Site Address) (Permit Number) Flag. Drew• L4E (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. t Revisions: rt. sertwt•s Pm twePtcte.- Cross section(s)and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. je Othes(explain): tahra0Sft. to ?ttt.o Nstt1 ro v.4%Ptcrest r.-00 ►2- PiA-Al 1;41-';r'T" A-1 IZrt. rw2-e- tg•t=*7- v°crLurOA • REMARKS: F►V.v WS?*croft- rtwocu.° 6..owl►AT µ+a[S Owit.E-to v4 /► nuns i'Wo QtiVeSftM w rrw Fa t_ flit coo*tnth FOR VICE USE ONLY Routed to P Technician: Date: �7 7 ��� ,Initials: Arr— Fees Due: Yes Q No Fee Desc ti n: Amount Due: $ 6-6 v, 1 c-in 112-VI'L-1•3 $ LIS . $ Special ____________ _____- - Instructions: Reprint Permit(per PE :• _ Li Yes I a _ - Done Applicant Notified: z Date: 7/9 �/ Initials: 4/0 /t wit C/N Ci s Structural Calculations for ReP Truss Repair at 11230 SW Buffalo Place Tigard, OR April 30, 2021 DESIGN CODE 2019 Oregon Structural Specialty Code DESIGN LOADS Gravity Loads Material Wt lbs (Dead) 40 psf (Live- Floor) 25 psf (Live-Snow) \S���ytip PROpeo �( � GtN6 � Q,. 92496PE I i.EG 4 F'e • ,1. 2 r M.R. tJ� EXPIRES: 12/31/2022 SCOPE OF WORK The attached calculations pertain to the gravity analysis of the repair of one girder truss at the above address only. This scope of work does not include any analysis of any other portions of structure to remain. HAYDEN BY sm DATE E� ENGINEERS JOB DATE STRUCTURAL CIVIL REV JOB 20317.01 (503)968-9994 p (503) 968-8444 f SHEET 1 of /5 2,-3 x �v I I 4 .„ I� N 1� IA t 446' # •-• - -— _ 2x10 o t 4'-9' 2'f' / SPLIT / 12-1- X SPLIT IN BOTTOM CHORD 4'HOLES IN BOTTOM OF TRUSS (TYPICAL OF CHORD(9 HOLES), RED COLOR) TYPICAL TRUSS DAMAGE N i M7 Ian o 3 — 4'10 * 4:J7 — N9 TRUSS MODEL HHAYDEN BY Sill DATE ENGINEERS 1220 SW Buffalo REV DATE STRUCTURAL I CIVIL JOB NO 20317 2 /5 (503)968-9994 p (503) 968-8444 f SHEET OF Connections for sister to M7-M10 - 2x to 2x Vconn = 'Max = 5184 lb #SDS Screws = vlb n = 15.25 screws 340 (Cd) Screw Use Min (16) SDS 25312 Screws each member Connections for sister to M13 & M14 - 2x to 2x vconn = UMax = 1799 lb #SDS Screws = vlb n = 5.29 screws 340 Screw (Cd) Use Min (6) SDS 25312 Screws each member NAYDEN BY sm DATE ENGINEERS 11220 SW Buffalo Rev DATE STRUCTURAL I CIVIL JOB NO 20317 3 /5 (503)968-9994 p (503)968-8444 f SHEET OF Company Apr 23,2021 IlIRISA Designer Checks Job Numher Checked By. ANEMETSCHEK COMPANY Model Name Wood Design Parameters Label Shape Length[... Le-out[ft] Le-in[ft] _le-bend to... le-bend bo... K-out K-in CV Cr Out sw... In sway 1 M2 2x6 4.717 2 2 Lb out 2 M3 2x6 2.915 2 2 Lb out 3 M4 2x6 2.916 2 1 2 Lb out 4 M5 2x6 4.718 2 2 Lb out 5 M7 2x1 0 Ivl 3.833 2 2 Lb out 6 M8 2x10 Iv! 2.5 2 2 Lb out 7 M9 2x1 0 Iv] 2.5 2 2 Lb out 8 M10 2x10 Iv! 3.833 2 2 Lb out J 9 M12 2x4 post 2.75 Lb out _ 10 M13 2-2x4 3.717 5.5 5.5 Lb out 11 M14 2-2x4 3.717 5.5 5.5 Lb out 12 M15 2x4 post 2.75 lb out 13 M17 2x4 post 4.25 Lb out Member Distributed Loads (BLC 1 : dead) Member Label Direction Start Magnitude[k...End Magnitude[k/...Start Location[ft,%1 End Location[ft,%_ Inactive 1 M2 PY -0.014 -0.014 0 0 Active 2 M3 PY -0.014 -0.014 0 0 Active 3 M4 PY -0.014 -0.014 0 0 Active 4 M5 PY -0.014 -0.014 0 0 Active 5 M7 PY -0.315 -0.315 0 0 Active 6 M8 PY -0.315 -0.315 0 0 Active 7 M9 PY -0.315 -0.315 0 0 Active 8 M10 PY -1 -0.315 -0.315 0 0 Active Member Distributed Loads (BLC 2:live) Member Label Direction Start Magnitude[k...End Magnitude[k/...Start Location[ft,%1 End Location[ft,%] Inactive 1 M7 PY -0.02 -0.02 0 0 Active 2 , M8 PY _ -0.02 -0.02 0 0 Active 3 M9 PY -0.02 -0.02 0 0 Active 4 M10 PY -0.02 -0.02 0 0 • Active Member Distributed Loads (BLC 3 :snow) Member Label Direction Start Magnitude[k...End Magnitude[k/...Start Location[ft,%1 End Location[ft,%_ Inactive 1 M2 PY -0.05 -0.05 _ 0 0 Active 2 M3 PY -0.05 -0.05 0 0 Active 3 M4 PY -0.05 -0.05 0 0 Active 4 M5 PY -0.05 _ -0.05 0 _ 0 Active 5 M7 PY -0.463 -0.463 0 0 Active 6 M8 PY -0.463 -0.463 _ 0 0 Active 7 M9 PY -0.463 -0.463 0 0 Active 8 M10 PY -0.463 -0.463 0 0 I Active RISA-2D Version 19.0.0 [Z:\projects12020 Projects12031 7 11 220 SW Buffalo PI\TRUSS MODEL.r2d] Page 1 4 /5 Company : Apr 23. 2021 IlIRISA (Number � Checked By ANEMETSCHEK COMPANY Model Name . Load Combinations Description SoI..PD..SR..BLC Fact...BLC Fact..BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact... 1 D+S Yes DL 1 SL 1 2 D+.75(1...1-Ws DL 1 SL 0.75 LL 1 3 D+L Yes DL 1 LL 1 Envelope Wood Code Checks Member Shape Code Check Loc[ft LC Shear..Loc[ft LC Fc'[ks]Ft'[ksi]Fb'[k...Fv'[ksi] RB CL CP Eqn 1 M2 2X6 0.63 ' 0 1 i0.101 4.717 1 1.241 0.878 1.28 0.18 11.763'9.985 0.752 3.6.3 2 M3 2X6 0.457 0 1 0.069 2.915 1 1.241 0.878 1.289 0.18 9.248.10.991 0.752 3.6.3 3 M4 2X6 0.457 2.916 1 0.069 2.916 1 1.241 0.878 1.289 0.18 9.248 0.991 0.752 3.6.3 4 M5 2X6 0.63 4.718 1 0.101 4.718 1 1.241 0.878 1.28 0.18 11.764 0.985 0.752 3.6.3 5 M7 2X1 0 0.529 1.917 1 0.566 3.833 1 2.11 1.69 2.566 0.285 9.933 0.987 0.841 3.9-1 6 _ M8 2X10 0.352 1.25 1 0.389 2.5 1 2.11 1.69 2.566 0.285 9.933 0.987 0.841 3.9-1 7 M9 2X1 0 0.352 1.25 1 0.369 2.5 1 2.11 1.69 2.566 0.285 9.933 0.987 0.841 3.9-1 8 M10 2X10 0.529 1.917 1 0.566 3.833 1 2.11 1.69 2.566 0.285 9.933 0.987 0.841 3.9-1 9 M12 2X4 0.463 2.75 1 0 2.75 3 0.875 1.013 1.491 0.18 7.165 0.994 0.507 3.9-1 10 M13 2-2X4 0.326 3.717 1 0 3.717 3 0.525 1.013 1.497 0.18 4.165 0.998 0.304 3.6.3 11 M14 2-2X4 0.327 3.717 1 0 3.717 3 0.525 1.013 1.497 0.18 4.165 0.998 0.304 3.6.3 12 M15 2X4 0.464 2.75 1 0 2.75 3 0.875 1.013 1.491 0.18 7.165 0.994 0.507 3.9-1 13 M17 2X4 0.867 4.25 1 0 4.25 3 0.415 1.013 1.486 0.18 8.907 0.991 0.241 3.9-1 Envelope Maximum Member Section Forces Member AAal[k] Loc[ft] . LC Shear[kl Loc[ft] LC Moment[k-ft] Loc[ft] LC 1 M2 max 6.451 0 1 0.1 0 1 0 4.717 1 2 min 2.629 4.717 3 -0.1 4.717 1 -0.118 2.359 1 3M3 max 4.675 0 1 0.069 0 1 0 2.915 1 4 min 1.912 2.915 3 -0.069 2.915 1 -0.05 1.458 1 5 M4 max 4.675 2.916 i 1 0.069 0 1 0 2.916 1 6 min 1.912 0 3 -0.069 2.916 1 -0.05 1.458 1 7 M5 max 6.451 4.718 1 0.1 0 1 0 4.718 1 8 min 2.629 0 3 -0.1 4.718 1 -0.118 2.359 1 9 M7 max -2.149 3.833 3 1.491 0 1 0 3.833 1 • 10 min .-5:184 0 1 -1.491 3.833 1 4:429`` 1.916 1 11 M8 max -2.149 2.5 3 0.973 0 1 0 2.5 1 12 rein -5.184 0 1 -0.972 2.5 1 -0.608 1.25 1 • 13 M9 max -2.149 2.5 3 0.973 0 1 0 2.5 1 14 min -5.184 0 1 -0.973 2.5 1 -0.608 1.25 1 15 M10 max -2.149 3.833 3 1.491 0 1 0 3.833 1 16 I min -5.184 0 1 -1.491 3.833 1 -1.429 1.917 1 17 M12 max -1.061 2.75 3 0 2.75 1 0 2.75 1 18 min -2.464 0 1 0 0 1 0 0 1 19 M13 max 1.799 3.717 1 _ 0 3.717 1 0 3.717 1 20 min 0.746 0 3 0 0 1 0 0 1 21 M14 max 1.799 3.717 1 0 3.717 1 0 3.717 1 22 min 0.746 0 3 0 0 1 0 0 1 23 M15 max -1.061 2.75 3 0 2.75 1 0 2.75 1 24 min -2.464 0 1 0 0 1 0 0 1 25 M17 max -1.941 4.25 3 0 4.25 1 0 4.25 1 26 min -4.608 0 1 0 0 1 0 0 1 RISA-2D Version 19.0.0 [Z:1projects12020 Projects120317 11220 SW Buffalo PIITRUSS MODEL.r2d] Page 2 5 /5