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Specifications (2) FOR OFFICE USE ONLY-SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. 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 III " Transmittal Letter 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: l t'n-i F✓l,d 3 a.:T re r DATI Et IiiFr$r D DEPT: BUILDING DIVISION C i\/C OCT 202021 FROM: S/?/ / d e rs Orl.J • CITY OF TIGARD COMPANY: 70r7 /u-rSte ��n S rvGl 0✓7 BUILDING DIVISION PHONE: ( r'7 7 i ) 5 5 a O T3 S By:_ EMAIL: a S h-LejCLrc,., p o t l_ •LO RE: q 8 5 51A) 6�re_e_n_t iL[.-r ,e /3LC ' 2 b 20 -- o d.13 (Site Address) (Permit Number) (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s)of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. x Engineer's calculations. Other(explain): j t t �� t l REVISION REMARKS: � �� '' +�►g�. .� - _ �.�.�� re REVISION OFFICE USE ONLY Routed to Permit T ician: Date: )O - , —a Initials Fees Due�-j Y6s C]No Fee Description: Amount Due: $ $ $ Special Instructions: Reprint Permit(per PE): ❑Yes No ❑Done / / Applicant Notified: Date: ltf Jd. .---74 Initials: / V�— B MADDEN&BAUGH MAN ENGINEERINGINC October 19, 2021 Mr. Scott Gunter Don Tankersley Construction 1628 NW Everett St Portland, OR 97209 RE: Crescent Grove Cemetery— 9925 SW Greenburg Rd, Tigard, OR ERV Unit Support Structural Engineering Calculations MBE Project Number 21133 Dear Scott: Please see attached structural calculation sheets 1-3 dated October 19, 2021. The calculations verify the structural adequacy of support for a suspended ERV unit proposed for the Crescent Grove Cemetery Administration Building located at 9925 SW Greenburg Road in Tigard, Oregon and shown on drawing S1 dated October 19, 2021. Design is based on the requirements of the 2019 Oregon Structural Specialty Code. Sincerely, 1 QF£ssS 4144 tDIGITALLY SIGNED QREGQN Thomas S. Baughman, PE, SE Principal qS S BP� � EXPIRES 1 2—31—21 Thomas ti,a,By signhdby Thomas Baughman Baughman 0428 Date::22021.109-07'0'.19 The attached calculations represent design for gravity and lateral loads as determined by the applicable building code.To the extent the design is based on information provided by the client or others, Madden &Baughman Engineering, Inc. has relied on such information and assumes that it is accurate. Madden & Baughman Engineering, Inc. shall have no liability with respect to means and methods of construction. The engineering reflects the finished product and no consideration has been made for temporary conditions that may exist during construction(such as loads induced during erection,shoring,etc.),which are entirely the responsibility of the contractor. Madden & Baughman Engineering, Inc.is and shall remain the owner of the calculations. Unauthorized use of these calculations is prohibited including but not limited to making changes to this project or use on other projects. 1500 SW 15'Avenue,Suite 630,Portland,OR 97201/tel 503.236.7611/www.maddenbaughman.com 1 Google Maps 9925 SW Greenburg Rd PAO ohe .a31'Frx Jewplty 9 aY 7a a L`.0 a � r,:11* .n,r.,oe 5e9 a Aapie washngtP &watch&sCalr5® MGK SMe Geanm9 SWW hlrgr,n eRd Psaua e® • , Ft a ® 9 Glar i 9 Pottery gam® 3 1' e,.., 1 i'f��2G} ��rx=-., 9 WiPhamrsonama ® le,al t t ° ,f71 1 .®1.ne,,go -,arch ® „9 , fl'gn Cna,grng Statta `I Expceas , n e 4 �( u '+.`F}dil Y f ,, t 1, COACH d i f� t}, has Ittt !i i , , I } s n' Saararski S 1 "+ ti t4,Ifs tt}rat r ©,e # zq VM, 4'4 it i }v i k'-w, 0 t €'if a 'rt}gt, # t r ^ncq. .1 £ P1''"'k i? irw RM Cate- 3--, r 3c� xs rca•'finez a a� t t t i � 7 '(, T a }}}}t °",fie }i i �41 £4 } � P,� American Eagle S ,Y yt, &Arne Store© Y� � �L ' M{ 4 t ;�. 99r+!e dame SiwP<i 1T i ez �.M'A rc... 64. 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