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Specifications (6) 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 lig _ Transmittal Letter i i ;A 4;i) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov‘---0.TO: DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED MAR 17 2015 FROM: j)cZA) CITY OF TIGARD BUILDING DIVISION COMPANY: --- PHONE: 5b 3 -53 a �3 O H By:6 RE: t 1 Z° . )L/i rbrfr1 S1---, At 14 - ©© ( g (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. Z Engineer's calculations. Other(explain): REMARKS: FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑ No Fee Description: . Amount Due: $ . $ . $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes El No ❑ Done Applicant Notified: Date: Initials: I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012 S-1 2dl �o4l °I� HILL & DALE ENGINEERING, LLC BOX 95 RECEIVED VI DA, OREGON 97488 (541) 868-0667 MAR 17 2015 (541) 896-9205 CITY OF TIGARD BUILDING DIVISION David Booth March 12,2015 3005 N Pacific Hwy W. Rickreall, Oregon 97371 By: R2 Sheet 1 of 7 Job Number:49-15 Contact: client Job Location: 3005 N Pacific Hwy W.Rickreall Job Description: Structural Calculations addition to SFD Design Criteria: � PROrt -OSSC 2014 .��'AGINF� -Roof Snow=20 psf �,v°� w 22P I.' -Dead Roof= 15 psf /` - Floor Live Load = 40 psf , _ . 4 - Floor Dead Load =10 psf "f OREGON `? - Wind= 100 mph Exp B ��'C/ g 11. qRY t � - Seismic=Zone DClA S. Ht� � 7/C - --Geotechnicial--Geotechnicial reports by others Notes: 1. Footing to bear on undisturbed native soil. ==. 2. Geotechnicial investigations by others. 3. Refer to sheet6 for revised wall framing at 15'and second levels. Sheet Index: Sheet Detail Description 6 1/6 Revised 2"d floor plan 6 2/6 Revised 15`floor plan 7 1/7 First Floor framing details 7 2/7 Detail at LSTA straps and window sill HILL & DALE ENGINEERING, LLC PO BOX 95 CLIENT D, t3oo`rt�- 2. VI DA, OREGON, 97488 SHEET NO. 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Rickreall,Oregon 97371 By: R2 Sheet 1 of 7 Job Number:49-15 Contact: client Job Location: 3005 N Pacific Hwy W.Rickreall Job Description: Structural Calculations addition to SFD Design Criteria: R fifty, -OSSC 2014 ':C*1 ` - - Roof Snow=20 psf {� E - Dead Roof= 15 psf 164 ' " 'W - Floor Live Load =40 psf ' 4. . C� - Floor Dead Load =10 psf - Wind = 100 mph Exp B - Seismic=Zone D ` (� — # �j lS --Geotechnicial reports by others Notes: 1. Footing to bear on undisturbed native soil. `` Ey. + 2. Geotechnicial investigations by others. 3. Refer to sheet6 for revised wall framing at 15`and second levels. Sheet Index: Sheet Detail Description 6 1/6 Revised 2"d floor plan 6 2/6 Revised 1St floor plan 7 1/7 First Floor framing details 7 2/7 Detail at LSTA straps and window sill HILL & DALE ENGINEERING, LLC PO BOX 95 CLIENT b- too'Tt-k' 2• V I DA, OREGON, 97488 SHEET NO. 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