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Permit Support Document (41) FOR OFFICE USE ONLY—SITE ADDRESS: \1145 SW W oonu- Si - 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 li _ *, Transmittal Letter i ,G;A RC) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: At., DATE RECEIVED: DEPT: BUILDING DIVISION , Ls 1V .id FROM: . h it t.e ti ..S4-?C7) p1AY 2 21Z3 COMPANY: �I'T`f OF TIGARD ,r /� _ 3UILDING DIVI ON PHONE: S ( - 7 "6 C /,o By: gef 49 EMAIL: j e11 If\LZS5O 1 6 flG1-t'LOv . teAtA— RE: 1 a a 7 S Isw IA/04 of . 1 tq 1--a0913 - 000 `7 S (Site Address) (Permit Number) 3 EVi / % ►.+ sr' / I% ( (Project name. subdivis' name and lot numbe-) S . ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: C 1 .ies: Description: Additional set(s) of plans. I {, Revisions: Cross section(s) and details. p Wall bracing and/or lateral analysis. Floor/roof framing. `b4 — Basement and retaining walls. Beam calculations. 6 Engineer's calculations. Other(explain): , v REMARKS: . C€c+ «YVa-P . a��c�v.n `)Y `—v / ✓ (✓I t i FOROF ICE USE ONLY Routed to Permit Techni1 : : Date: Zt.i/23 Initials: Fees Due: ❑ Yes /A No Fee Description: Amount Due: $ 1\''.---\0 6 $ (0 Special Instruc •o, : Reprin •ermit(per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Ni Date: 5'11A 1 p23•twutailoi1 &X\Yll12.. ' Initials: AQ 1:\Building\Forms\TransmittalLetter-Revisions_073120.doc NDDe YY1 S I o A 3 OOu7S EMERGENCY EXIT DOOR FOR RESIDENTIAL ADDITION SITE: 12245 SW Walnut St. FVIs oN Tigard, OR 97223 VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION FOR: James Parker& Jennie Hasson DOCUMENTS AND OTHER DATA SHALL NOT PREVENT 12245 SW Walnut St. THE CODE OFFICIAL FROM Tigard, OR 97223 REQUIRING THE CORRECTION OF ERRORS. ORSC 105.4 BY: DALLER ENGINEERING 12345 SW 60th Avenue OFFICE COPY Portland, OR 97219-7012 503-452-0505 503-246-0456 fax r Or'Nam 3ppr©ved PIS fly /4'l4- Date � Z Li3 DATE: May 18, 2023 m s-rio23—00o7 S s450,�a`£,. l aaLi, 5- SW \j c v o S � b 8457 4r+ , /' V, e MOON '4, ' �Q, �'� n.a The City of T ata q4 D L. C3 \' employee,: responsible II) expires 12-31-23 which may ;k sheets 1-3 Approved plan the be on ob set?. - 1 - GENERAL NOTES 1.0 GENERAL 1.1 DESIGN LIVE LOADS ROOF: 20.PSF FLOOR: 40. PSF WIND: 80. MPH,exposure B 1.2 APPLICABLE CODE THE DESIGN AND CONSTRUCTION OF THIS STRUCTURE SHALL CONFORM WITH THE PROVISIONS OF THE OREGON RESIDENTIAL SPECIALTY CODE, 2021 EDITION. FOR DETAILS OF CONSTRUCTION NOT SHOWN,THE PROVISIONS OF THE 0.5.5.C. AND O.R.S.C. SHALL FORM THE MINIMUM ACCEPTABLE STANDARDS OF CONSTRUCTION. 1.3 FIELD VERIFICATION CONTRACTOR SHALL VERIFY ALL DIMENSIONS, AND LOCATIONS. REPORT ANY DEVIATIONS TO DALLER ENGINEERING FOR RESOLUTION. 1.4 USE OF INFORMATION THESE SPECIFICATIONS AND DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR USE ON OTHER PROJECTS WITHOUT WRITTEN AUTHORIZATION FROM DALLER ENGINEERING. 1.5 RESPONSIBILITY CONTRACTOR IS RESPONSIBLE FOR: CONFIRMING AND CORRELATING DIMENSIONS AND QUANTITIES AT THE JOB SITE FOR ACCURACY; FABRICATION AND ERECTION PROCESSES AND TECHNIQUES; SAFE CONSTRUCTION METHODS: COORDINATION OF WORK WITH OTHER TRADES AND CONTRACTORS; AND SATISFACTORY PERFORMANCE OF WORK IN CONFORMANCE WITH CONTRACT DOCUMENTS. DALLER ENGINEERING SHALL NOT BE HELD ACCOUNTABLE FOR DAMAGES DUE TO CHANGES OF DIMENSIONS, MEMBER SIZES,CONNECTION DETAILS, OR SUBSTITUTION OF MATERIALS INITIATED AND/OR AUTHORIZED BY OTHERS WITHOUT WRITTEN CONCURRENCE BY DALLER ENGINEERING. 2.0 MATERIALS 2.3 LUMBER ALL LUMBER SHALL BE DOUGLAS FIR-LARCH NUMBER 2 OR BETTER, UNLESS NOTED OTHERWISE. 2.9 NAILS ALL EDGE DISTANCES,END DISTANCES, AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. - 2- EX.1 ST,2x b@ 16 EW 6xto WDR NEW A$L 2)(6 0,c 2yd FLR • WEST WALL ELEVATION INTERtOt V ( EW tit _ F 5 1 L.T 12245 Srry /3ZI- LNUT sT. T ( G. pr-RT ) OQ 472.-Z3 —3— gFop .