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Permit 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 1111 >s Transmittal Letter r i&,;1.i,:n 13125 SW Hall Blvd. •Tigard, Oregon 97223 • 503.718.2439 •www.tigard-or.gov TO: Edgardo Maldonado DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED I FROM: Stan Moore APR 2 8 202i COMPANY: Moore Construciton CITY OF TIGA D PHONE: 503-522-0047 BUILDING DIVIS EMAIL: stan@mooredecks.com RE: 12462 SW Aspen Ridge Dr.Tigard,OR 97224 MST2020-00321 (Site Address) (Permit Number) Steward Deck project (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: 1 Additional set(s)of plans. 1 Revisions: page 1,2,3,&6 Cross section(s)and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. 1 Engineer's calculations. Other(explain): REMARKS: Homeowner wanted to change configuration of landings and stairs. I have attached revised drawings for the Site plan,Top view,Front view,and details page. Also attached the engineering which should still apply. Please call or email if you have any questions.Thank you I FOR F E USE ONLY kit- Fees Routed to Palit/Technician: Date: L a ?� Initials: Due: YeYEJ No Fee Descri tion. Amount Due: $ (f 2 pA►✓\i to(1 fc, QW $ Li SD O I P $ $ i Special Instructions: Reprint Permit(per P ): ❑Yes No" ❑Done Applicant Notified: Date: 5-7/ ,(� Z I Initials: /0 1 1 City of Tigard .11‘ COMMUNITY DEVELOPMENT DEPARTMENT ■ l c n l:l� Building Permit Review — Residential 1Building Permit #: lid ST'2020 -cr 52,i Site Address: 12462 SW Aspen Ridge Dr Project Name: Steward Deck Lot #: Planning Review c?ne1 .c , 21121312 1 �-�1` S1 pt. Proposal: New deceon rear of existing home 0 Verify address/suite#active in Accela. 0 In River Terrace: Q No ❑ Yes, River Ten-ace Review Adlendum Site Plan Elements: 7rosion Control 1:1c copies of site plan on 8-1/2"x 11"or 11 x 17"paper _itetained trees with drip line and tree protection measures 0 s rawn to scale(standard architect or engineer scale) .„rootpritit of new structure(including decks)and FFE IS orth arrow \�,,,E.aility locations&easements(required for new and additions) �:ite address,project or subdivision name and lot number Q .iidewalk/driveway approach applicant information(name and phone number) .J.ocation of wells/septic systems 0 • dimensions and building setback dimensions _Street tree size,type and location 1`t!,uare footage of buildings to be demolished 't et names 0 xisting structures on site �mer elevations(2'contours if more than 4'differential © .t area,building coverage area,percentage of coverage and >1,000 sf of impervious area created or replaced? es o impervious area(applicable if R-7,R-12,R-25&R-40) If yes,is a storm water quality facility shown? es r o 0 Clean Water Services-Service Provider Letter (lot platted prior to 9/10/1995): Required: ❑Yes,applicant was notified ❑No Received ❑° Yes 0 No II Water Meter Fixture Unit Worksheet-Additions,Remodels and ADUs Required: 0 Yes,applicant was notified 8 No Received: Yes 8 No , ►,�I SDC Exemption for ADU applied for: Yes ° No Received: Yes No II Public Facilities Improvement(PH)Permit: Required: ❑Yes,applicant was notified El No Applied For: ❑Yes ❑No,stop intake II Land Use Case#: ❑° Zoning: R-7 Ci Required Setbacks: Front: N/A Rear: 15 Side: 5 Street Side: N/A Garage: N/A 0 Building Height: Max.Height: 35 Actual Height: <35 - ❑ Landsca a Area: 20 % 0 Lot Coverage Max: 80 Entrance ack no more than 8'from street-facing wall ❑ Parallel to street set 45 degrees or less Windows Minimum f area of all street-facing facade Garage Gage door is behin " st street-facing wall s No,one of the following is met: . Door extends no more tha ' 'om wall and t is a covered porch extending beyond garage. _ Door extends no more than 5'from d there is a 12 sq ft. " dow above garage on 2nd floor. ❑ G r e door width is 12' s 50%o e acade 60%or less and includes 7 of following: Covered porch cessed entrance U Wall offset 1'Roof cave Roof offset Fire s " es Lap Siding 0 Roof itch 0 Gable,hi , brel roof ❑Dormer t ccent siding Window trim UWindow recessWindow pro" " n ❑ Balcony ii 'isual Clearance 0 Urban Fores 'Plan S- sitive Lands: 0 Yes U No Type: Steep slopes 1t' 'onditions met prior to issuance of building permit ores: -, �j- 0 Approved By Pl ng: ---�.= �htv Date: 11/20/20 Revisions (after B ding Submittal only) ,, Revie er :�---- D e Revision 1: ❑ Approved ❑ Not Approved .. " Revision 2: 0 Approved ❑ Not Approved 1,1Building\Forms\81dgPermitRvw_RES_122419.docx Building Permit Submittal Original Submittal Date: ii 1 9/2020 Site Plans: # 3 Building Plans: # 5 Building Permit#: IkEnter I buildinggerwmit# above. � n� Workflow Routing: Planning U.'Engineering I�Permit Coordinator I[tuilding Workflow Sign-off: Sign-off for Planning(include notes from planning review) Route Application Documents: Eftngineering: (1) copy of permit application, (1)site plan, (1) building plan and original plan review routing form. f Iy "Building: original permit application, site plans,building plans,engineer and beam calculations and details,if applicable,etc. Notes: By Permit Technician: _..— �''/j/J 7P# Date: gf Z,�J� 20 Engineering Review Lq LySlope at building pad: A/. [3 Conditions "Met"prior to issuance of building permit I� Easements(encroachments) per engineering conditions of approval and plat iliwater Quality/Quantity Facility: Assess Water Quality Fee in-lieu: 0 Yes o Assess Water Quantity Fee in-lieu: ❑ Yes No LIDA Facility on lot: ❑ Yes No 0 Final Plat Recorded: ❑ NOT Approved by Engineering: Date: Notes: re-iipproved by Engineering: .......,;---2:-... . ...i� . Date: �f �,S�Z47 / ,,.� Revisions (after B :ding Submittal only) evtewer Date Revision 1: Approved ❑ Not Approved �.�✓`� Revision 2: ❑ Approved ❑ Not Approved Permit Coordinator Review Conditions"Met"prior to issuance of building permit \W 161 Approved,NOT Released: Date: Notes: Revisions (after Building Submittal only) Revision Notice 1: Date Sent to Applicant: Revision Notice 2: Date Sent to Applicant: 1I SDC Exemption: ❑ Received SL/J Does not a ff II SDC Fees Entered: Wash Co Trans Dev Tax: ❑ Yes /.rA Tigard"Trans SDC: ❑ Yes / �/` Parks SDC: ❑ Yes /A LIDA ❑ Yes N/A ',OK to Issue Permit Z Approved by Permit Coordinator: ' Date: 1j/2-c/ , _(-----.:;:::=- ./41/..2--/ 1:\Building\P orms1131dgPermi lRvw_RES_122419.docx I NOTES: !; ;. , This drawing shows the lateral bracing and landing framing for L _J i L_ J ' stairways between decks.See contractor's drawings for overall 2x8 or 4x8 i i plans and details. fib beam in UC c �� ffs_ -0 hangars On All diagonal braces are PT 2x4 lumber. lid,,. �(31NE� �•d R5 .az 9 i ; 14 (4 17�427 9 -t g the posts 2x joists in ��� Attached each end of 2x4 braces to posts with three 4" j , 11 CO 1-- '5 structural screws. i so LU28 hangars ir ' �/ ~S on the 4x8 a+ r CD Cl = Screw X-braces together at the crossing point. �0�`�REGON 4' (!) beams, T 28, 1 QO * 8S = f— a [_i: _: :i_ J i b Existing Deck 0 Q LANDING FRAMING - I 1 / oesQ til scale: 1"=4' U) _ CO cp Use zig zag �t j Use zil • g-zag CV i bracing to bracing on all i I 1' stiffen the four sides of the L _1 I 1 three stair landing support • support posts. posts. 2X4 Diagonal brace on all 4 2x4 Zigzag sides or extend footing up to 2bcing bracing for 4' mount directly to beam for 8'spaced spaced — %.113 ' 110 11 "0`"' Mb, posts. posts. Doyle =--1- • iI ' ( 1 Engineering Inc. / IIfl 11 Y II1 1 _IL_II �.11` PO Box 193 Newberg,Or 97132 IF^x;.r I' 'y "s.y'' .flr!� . y; .s ' �y, 503 538 2380 ? / <Y / :a:<1 :ti •Ka I / ;;�/ doyleb@asme.org LANDING ELEV. ASSEMBLY ELEVATION 'FNSbre-Stewart " scale: 1"=6' scale: 1"=6' `220ct2022 E1/1 r XX i \ . I FORTE`CC] MEMBER REPORT PASSED Lower Deck,Beam A 1 piece(s)4 x 8 Douglas Fir-Larch No.2 Overall Length:12 p 0 .1 .1 •• •• I 11 1 / ,� 3 k 2' / All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual et Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1766 @ 2'1 3/4" 7656(3.50") Passed(23%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 948 @ 2'10 3/4" 3045 Passed(31(%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015 Moment(Ft-lbs) 2000 @ 6' 2989 Passed(670/0) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Live Load Deft(in) 0.107 @ 6' 0.257 Passed(L/863) — 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.119 @ 6' 0.385 Passed(L/777) -- 1.0 D+1.0 L(Alt Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Overhang deflection criteria:LL(2L/360)and TL(2U240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(ibs) Supports Total Available Required Dead I Floor Live Total Accessories I-Stud wall-DF 3.50" 3.50" 1.50" 255 1512 1767 Blocking 2-Stud wall-DF 3.50" 3.50" 1.50" 255 1512 1767 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 12'o/c Bottom Edge(Lu) 12'o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 12' N/A 6.4 — 1-Uniform(PSF) 0 to 12'(Top) 6' 6.0 40.0 Default Load 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/moodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEBSoftwareOperator Job Notes 10/22/2020 10:41:51 PM UTC Brian W Doyle t,. Doyle Engineering Inc ' a ForteWEB v3.0,Engine:V8.1.4.2,Data:V8.0.0.0 (503)538-2380 #r i+)a. doyleb@asme.org WeytTilacuscr File Name: Moore-Stewart Page 1/ 1 IiiFORTE12113 MEMBER REPORT PASSED Lower Deck,Beam B 2 piece(s)2 x 8 Douglas Fir-Larch No.2 Overall Length:1 ' It I •• •• •• •• 11 2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual O Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1761 @ 2'13/4" 6563(3.50") Passed(27%) — 1.0 D+1.0 L(Adj Spans) Member Type Drop Beam Building Use:Residential Shear(Ibs) 946 @ 2'10 3/4" 2610 Passed(36%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 1995 @ 6' 2365 Passed(84%) 1.00 1.0 D+1.0 l(Alt Spans) Design Methodology:ASD Live Load Deft.(in) 0.125 @ 6' 0.257 Passed(L/740) -- 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.139 @ 6' 0.385 Passed(L/667) -- 1.0 D+1.0 L(Alt Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Overhang deflection criteria:LL(2L/360)and TL(2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Has) Supports Total Available Required Dead Floor Live Total Accessories 1-Stud wall-DF 3.50" 3.50" 1.50" 249 1512 1761 Blocking 2•Stud wall-OF 3.50" 3.50" 1.50" 249 1512 1761 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bradng Intervals Comments Top Edge(Lu) 12'o/c Bottom Edge(Lu) 12'o/c 'Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 12' N/A 5.5 1-Uniform(PSF) 0 to 12'(Top) 6' 6.0 40.0 Default Load 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 cakulation 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-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated try 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.conr/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Sofbvare Operator .lob Notes 10/22/2020 10:44:26 PM UTC Brian W Doyle t Doyle Engineering Inc ForteWEB v3.0,Engine:V8.1.4.2,Data:V8.0.0.0 (503)538-2380 17+t doyleb@asme.org Weyerhacu cr File Name: Moore-Stewart Pagel/1 1faFoRTEIS110 MEMBER REPORT PASSED Landing,Beam 1 piece(s)2 x 8 Douglas Fir-Larch No.2 Overall Length:4' cif 1: r is _ .� 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 382 @ 1 1/2" 2813(3.00") Passed(140/o) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 219 @ 10 1/4" 1305 Passed(17%) 1.00 1.0 D+1.0 L(All Spans) Building Use:RIBC 2015l Building Cafe:IBC 2015 Moment(Ft-Ibs) 335 @ 2' 1183 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology ASD Live Load Dgfl.(in) 0.009 @ 2' 0.094 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.011 @ 2' 0.188 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TI.(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor live Total Accessories 1-Column-DF 3.00" 3.00" 1.50" 62 320 382 None 2-Column-DF 3.00" 3.00" 1.50" 62 320 382 None Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 4'o/c Bottom Edge(Lu) 4'o/c •Maximum allowable bracing intervals based on applied load. Dead Floor live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 4' N/A 2.8 -- 1-Uniform(PSF) 0 to 4'(Top) 4' 7.0 40.0 Default Load 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.weyerhaeusercom/woodproducts/document-library. The product application,input design loads,dimensions and support Information have been provided by ForteWEB Software Operator • ForteWEB Software Operator lob Notes Brian W Doyle 10/19/2020 10:34:54 PM UTC Doyle Engineering Inca ForteWEB v3.0,Engine:V8.1.4.2,Data:V8.0.0.0 (503)538-2380 doyieb{alasme.org \Ycr«rhacuser File Name: Moore-Stewart Page 1/ 1 71 CITY OF TIGARD MASTER PERMIT Permit _ COMMUNITY DEVELOPMENT #: MST2020-00321 Date Issued: 03/25/2021 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S110BC08400 Jurisdiction: Tigard Site address: 12462 SW ASPEN RIDGE DR Subdivision: THORNWOOD Lot: 55 Project: Steward Project Description: New 312 sf deck with landing and stairs from existing upper deck BUILDING Floor Areas Required Setbacks Required Stories: 0 Bedrooms: 0 First: 0 sf Basement: 0 sf Left: 5 Parking Spaces: 0 Height: 0 Bathrooms: 0 Second: 0 sf Garage: 0 sf Front: Smoke Dwelling Units: 0 Third: 0 sf Right: 5 Detectors: Total: 0 sf Value: $7,603.44 Rear: 15 PLUMBING Sinks: 0 Water Closets: 0 Washing Mach: 0 Laundry Trays: 0 Rain Drain: 0 Urinals: 0 Lavatories: 0 Dishwashers: 0 Floor Drains: 0 Sewer Lines: 0 SF Rain 0 Storm Sewer: 0 Tubs/Showers: 0 Garbage Disp: 0 Water Heaters: 0 Water Lines: 0 Drains: Catch Basins: 0 Bckflw Prevntr: 0 Footing Drain: 0 Ice Maker: 0 Hose Bib: 0 Backwater Value: 0 Other Fixtures: 0 Drywell-Trench Drain: 0 Other Fixture Units: MECHANICAL Fuel Types Air Conditioning: N Vent Fans: 0 Clothes Dryers: 0 Heat Pump: N Hoods: 0 Other Units: 0 Furn<100K: 0 Vents: 0 Woodstoves: 0 Gas Outlets: 0 Fum>=100K: 0 ELECTRICAL Residential Unit Service Feeder Temp Srvc/Feeders Branch Circuits 1000 sf or less: 0 0-200 amp: 0 0-200 amp: 0 W/Svc or Fdr: 0 Ea add?500 sf: 0 201-400 amp: 0 201-400 amp: 0 W/O Svc/Fdr: 0 Mfd Home/Feeder/Svc: 0 401-600 amp: 0 401-600 amp: 0 601-1000 amp: 0 601+amp-1000v: 0 1000+amp/volt: 0 ELECTRICAL-RESTRICTED ENERGY SF Residential Audio&Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener: N All Ecompasing: N Other: N Other Description: BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: ALT SF VB R-3 0 Owner: Contractor: STEWARD,CHRISTINE&JASON STANLEY DEWAYNE MOORE Required Items and Reports(Conditions) 12462 SW ASPEN RIDGE DR 6107 SW MURRAY BLVD#263 TIGARD,OR 97224 BEAVERTON,OR 97008 PHONE: PHONE: 503-522-0047 FAX: Total Fees: $582.85 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344. Issued By: V Qiri�C_3 e.)X Permittee Signature: QV (1 l c et V L7` Call 503.639.4175 by 7:00 a.m.for the next available inspection date. CCC This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the Job site at the time of each inspection. Building Permit Application - 11 i- 2• Residential FOR OFFICE USE ON!.\ RECEIVED City of Tigard Rem"� /J 2 Permit No.:li/(�2� � • 13125 SW Hall Blvd.,Tigard,OR 97223 1 qt� Datc/By. 'u 9 2OLp Plan Revie Phone: 503.718.2439 Fax 503.598.1960� D,�y_ (( 3p �� other Permit: Inspection line: 503.639.4175 RDate Ready By: funs:s Et See Page 2 for CITY OF.�iGAF�U Internet: www.ligard-or.gov Notified/Method: -rl1 Supplemental Information sir I'll/'t !^ I ✓I �2 5-7— 1 Tr-1 PP TYPE OF WORK REQUIRED DATA:1-AND 2-FAMILY DWELLING 04 New construction 0 Demolition Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all ❑Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. 0 1-and 2-family dwelling 0 Commercial/industrial Valuation: $ 3 44 ❑Accessory building 0 Multi-family Number of bedrooms: �\ ❑Master builder 0 Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: (24(P 2 so ASQet-1• R tckl Dr, New dwelling area square feet City/State/ZIP: Tlard Ofz c -72y,tr Garage/carport area: square feet i Suite/bldg./apt.no.: Project name: 6re1..RP Covered porch area: square feet Cross street/directions to job site: 7j u 1! M rntn 64 in Rfil Deck area -2012,-. 71744, square feet Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: Lot no.: Permit fees*are based on the value of the work performed. Tax map,/parcel no.: Indicate the value(rounded to the nearest dollar)of all equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. 1 6',,tild /IP141 tierll, V--'1VI lanolin/isG�ta� SI aIrS -Fvf.ri Valuation: $ Z( (2 of 114-r 1Y t -i A dtG{� Existing building area: square feet J New building area: square feet 0 PROPERTY OWNER 0 TENANT Number of stories: Name: Jaya:-t C.brt hott. 51-ei^'Gr Type of construction: Address: i y{(07. $ta /4ype.fi R(c1e L, ])r- Occupancygroups: s:p City/State/ZIP: There), 0A. On 224. Existing: Phone: (5i./3 ) (,,115 - Iri 03 Fax:( ) New: ®,APPLICANT ❑ CONTACT PERSON BUILDING PERMIT FEES* Business name: 34-4n Moore �...onSAt'uek n (�easerejoroj�adedate Contact name: 5h MtlDf Structural plan review fee(or deposit): FLS plan review fee(if applicable): Address: ( i07 5 W tovrrax 13lud- #2(.3 City/State/ZIP: geave -Ion r OR- 'I'l Dog Total fees due upon application: Phone:(so) ) 5a— 0o47 Fax: :( hi/A Amount received: E-mail: 5{ ui ) l 'c 2 t.�� c I , C 2✓r+ PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* CONTRACTOR Commercial and residential prescriptive installation of ` ,- roof-top mounted PhotoVoltaic Solar Panel System. Business name: cJ lztin itko in i �n Sit ax-+L la n Submit two(2)sets of roof plan with connection details and fire department access,along with the 2010 Oregon Address: (te t07 5W yYl U,fYay g iV d- i 21,3 Solar Installalion Specialty Code checklist. City/State/ZIP: v p� pn b/J(L �1�8 Permit Fee(includes plan review $180.00 f and administrative fees): Phone:( 1:1j ) 512—Ob1-1.7 Fax: ( /VA- State surcharge(12%of permit fee): $21.60 CCB lic.: (055 28 Total fee due upon application: $201.60 Authorized signature: / — This permit application expires if a permit is not obtained J� within 180 days after it has been accepted as complete. Print name: /� Date: *Fee methodology set by Tri-County Building Industry cStE(n ►v t I7o{� rl/rb © Service Board. I:\Building\Permits\BUP-RESPermitApp.doc 02/24/2011 440-4613T(11/02/COM/WEB) 1 City of Tigard 41 COMMUNITY DEVELOPMENT DEPARTMENT C TIGARD Building Permit Review — Residential Building Permit #: MSTZOZO -60324 Site Address: 12462 SW Aspen Ridge Dr Project Name: Steward Deck Lot #: Planning Review ndi; Proposal: New deckAon rear of existing home ❑r Verify address/suite #active in Accela. ❑r In River Terrace: ❑o No ❑ Yes, River Terrace Rerun)Addendum Site Plan Elements: •rosion Control Di copies of site plan on 8-1/2"x 11"or 11 x 17"paper ,Retained trees with drip line and tree protection measures Prawn to scale(standard architect or engineer scale) ,Footprint of new structure(including decks)and FFE 0 oxth arrow �� tility locations&easements (required for new and additions) 'lite address,project or subdivision name and lot number Q\ _Sidewalk/driveway approach I9 pplicant information(name and phone number) J.ocation of wells/septic systems 0 • dimensions and building setback dimensions _Street tree size,type and location gl►,uare footage of buildings to be demolished "'t et names 0 xisting structures on site rner elevations(2'contours if more than 4'differential II •t area,building coverage area,percentage of coverage and `>1,000 sf of impervious area created or replaced? j es o impervious area(applicable if R-7,R-12,R-25 Sr R-40) If yes,is a storm water quality facility shown? ( fi es ° o ❑. Clean Water Services-Service Provider Letter (lot platted prior to 9/10/1995): Required: ❑r Yes,applicant was notified ❑ No ' ❑r Yes ❑ No II Water Meter Fixture Unit Worksheet-Additions,Remodels and ADUs Required: ❑Yes,applicant was notified ❑✓ No Received: ❑ Yes El No i�I SDC Exemption for ADU applied for: ❑ Yes ❑o No Received: El Yes ❑r No II Public Facilities Improvement(PFI) Permit: Required: ❑Yes,applicant was notified ❑o No Applied For: ❑Yes ❑ No,stop intake Il Land Use Case#: D Zoning: R-7 0 Required Setbacks: Front: N/A Rear: 15 Side: 5 Street Side: N/A Garage: N/A ❑r Building Height: Max. Height: 35 Actual Height: <35 ❑r Landsca e Area: 20 % El Lot Coverage Max: 80 Entrance ack no more than 8'from street-facing wall ❑ Parallel to street o set 45 degrees or less Windows Minimum ° of area of all street-facing facade Garage Gara e door is behin ' st street-facing wall s No,one of the following is met: Door extends no more tha ' om wall and t is a covered porch extending beyond garage. Door extends no more than 5'from d there is a 12 sq ft.window above garage on tad floor. ❑ Gara e door width is 12' s 50%or e acade 60%or less and includes 7 of following: Covered porch cessed entrance ❑Wall offset 1'Roof eave Roof offset Fire s es Lap Siding ❑ Roof itch ❑ Gable,hi , brel roof Dormer ccent siding Window trim Window recess Window pro n ❑ Balcony isual Clearance ❑ Urban Forestry'Plan Q S- sitive Lands: El Yes ❑ No Type: Steep slopes 1' onditions met prior to issuance of building permit otes: 11 Approved By Planning: Date: 11/20/20 Revisions (after Building Submittal only) Reviewer Date Revision 1: ❑ Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved I:\Bu itding\Forms\BldgPemiitRvw_RES_122419.docx Building Permit Submittal / Original Submittal Date: /0 f q 2020 Site Plans: # ," Building Plans: # 5 Building Permit#: nfnter building ermit#above. n� n� Workflow Routing: I Planning engineering LET Permit Coordinator L�tsuilding Workflow Sign-off: Sign-off for Planning(include notes from planning review) Route Application Documents: Engineering: (1) copy of permit application, (1) site plan, (1) building plan and original plan review routing form. @•"$uilding: original permit application, site plans,building plans,engineer and beam calculations and details,if applicable,etc. Notes: By Permit Technician: -- it /j)!7' Date: IIM/ 20 Engineering Review Slope at building pad: A/ IltConditions "Met"prior to issuance of building permit �7�/Easements (encroachments)per engineering conditions of approval and plat Ili Water Quality/Quantity Facility: Assess Water Quality Fee in-lieu: ❑ Yes ft o Assess Water Quantity Fee in-lieu: ❑ Yes L No LIDA Facility on lot: ❑ Yes gi/No ❑ Final Plat Recorded: ❑ NOT Approved by Engineering: Date: Notes:tr /�� Approved by Engineering: _�� �� Date: /�/Zg��z� Revisions (after Building Submittal only) Reviewer ! Date Revision 1: ❑ Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved Permit Coordinator Review Conditions "Met"prior to issuance of building permit I\ Approved, NOT Released: Date: Notes: Revisions (after Building Submittal only) Revision Notice 1: Date Sent to Applicant: Revision Notice 2: Date Sent to Applicant: it SDC Exemption: ❑ Received Does not a ff II SDC Fees Entered: Wash Co Trans Dev Tax: ❑ Yes /A Tigard Trans SDC: ❑ Yes / Parks SDC: ❑ Yes /A LIDA ❑ Yes L�J N/A OK to Issue Permit Approved by Permit Coordinator: L. Date: jJ/2S/,2C) I:\Bu i Id ing\Forms\BIdgPermitRvw_RE S_1224I9.docx -e v Clean Water Services Fite Number �/ 20-001695 R E C E y ED CleanWate��Services t-1 � Sensitive Area Pre-Screening Site Assessment NOV 1 9 020 i. surisdictlon:=1..1-f gni Cl i i'Or Ti ARD 2. Property Information(example 1S234A801400) 3. OwnerInformation UILDING DI lSIOfV Tax lot ID(s): 2S110BC08400 ,Name: J�Son ChrrstinL � w4rr Company: Address: i 2 if'L 2 SW Aspc" 14rdcjt- i)r. .42 Site Address: 1 1-4 42 vi Aw4.a. gtOte4 te 17r. City,State,zip: i lrr r oc. q'72.2`- city,State,Zip: Tyrtll OR q17 2-44- Phone/Fax: Nearest Cross Street: fault Mow-thin E-Mail: f i 4. Development Activity(check all that apply) 5. Applicant Information it Addition to Single Family Residence(rooms,deck,garage) Name: Stan Moore ❑ Lot Line Adjustment ❑ Minor Land Partition company: Stan Moore Construction ❑ Residential Condominium ❑ Commercial Condominium Address: 6107 SW Murray Blvd.263 13 Residential Subdivision ❑ Commercial Subdivision City,State,tip: Beaverton,Oregon,97008 CI Single Lot Commercial CI Multi Lot Commercial 503�+2P 0047 i Other Phone/Fax E-Mail: scan@mooredecks.com 6. Will the project involve any off-site work? ❑Yes IX No Q Unknown Location and description of off-site work I 7. Additional comments it information that may be needed to understand your project 1, Building a proposed i 2 %1 a. deck on back at house. C'/L4+rtli fttJ 4- ,SAI la i This application does NOT replace Grading and Erosion Control Permits,Connection Permits,Building Permits,Site Development Permits, DEO 12110-C Permit or other permits as issued by the Department of Environmental Quality,Department of State Lands and/or Department of the Army COE. All required permits and approvals must be obtained and completed under applicable local,state,and federal law. By signing this form,the Owner or Ownets authorized agent or representative,acknowledges and agrees that employees of Clean Water Services have authority to enter II the project site at all reasonable times for the purpose of inspecting project site conditions and gathering information related to the project site. I certily that I am lamiliarwith the information contained in this document and to the best o1 my Imowiedge and belief,this information is true,complete,and accurate. ' Print/Type Name'Stan Moore PrintlType Title Owner Signature V f/P/C--"----.. Date 41 '/Z-'c' FOR DISTRICT USE ONLY L.1 Sensitive areas potentially exist on site or within 200'of the site. THE APPLICANT MUST PERFORM A SITE ASSESSMENT PRIOR TO ISSUANCE OF A SERVICE PROVIDER Lei t ett. If Sensitive Areas exist on the site or within 200 feet on adjacent properties,a Natural Resources Assessment Report may also be required. 0 Based on review of the submitted materials and best available information Sensitive areas do not appear to exist on site or within 200'of the site.This Sensitive Area Pre-Screening Site Assessment does NOT eliminate the need to evaluate and protect water quality sensitive areas l they are subsequently discovered.This document will serve as your Service Provider letter as required by Resolution and Order 19-05, Section 3.02.1.All required permits and approvals must be obtained and completed under applicable local,State,and federal law. Z1 Based on review of the submitted matedats and best available information the above referenced project will not significantly impact the existing or potentially sensitive area(s)found near the site.This Sensitive Area Pre-Screening Site Assessment does NOT eliminate the need to evaluate and protect additional water quality if sensitive areas it they are subsequently discovered.This document will serve as your Service Provider letter as required by Resolution and Order 19-05,Section 3.02.E. All required permits and approvals must be obtained and completed underapplirable local,state and federal law. X This Service Provider Letter is not valid unless 1 CWS approved site plan(s)are attached. [ The proposed activity does not meet the definition of development or the lot was platted after 9/9/95 ORS 92.040(2). NO SITE ASSESSMENT OR SERVICE PROVIDER LETTER ISSp REQUIRED. SEE THORNWOOD PLAT ri 4' j` ,, ,C,...._ Date 7/9/2020ii Reviewed by E 9 Once complete, email to: SPLReview©Gleanwaterservices.arg • Fax:(503)681-4439 OR mail to: SPL Review, Clean Water Services,2550 SW Hillsboro Highway,Hillsboro,Oregon 97123 Revered 6I2017 CWSFILENO. 2,0•e0i69s Approved Clean Water Services FOR ENVIRONMENTAL REVIEW By CA.- Oatei.q..Zatto SPr.ATTACHMENT 1 OF / SlwRV DEGK mommummemims Jib pc,rzd 64-C.7 r3 ?GC. d. 12i I 5e) Branden Taggart From: Branden Taggart Sent: Friday, December 4, 2020 4:21 PM To: 'stan@mooredecks.com' Subject: Deck Permit for Jason & Christine Steward: MST2020-00321 - 12462 SW Aspen Ridge Dr. Attachments: Invoice.pdf Hi Stan, The Building permit for Jason and Christine Steward is ready to issue now. The balance due is$ 454.33, and I have attached an invoice above for you to reference. The permit fees can be paid online through our website: https://aca.accela.com/tigard/Default.aspx. From there, click on the Building tab, enter the permit number (MST2020-00321) in the Record Number field, and click Search. Once paid, please notify us at TigardBuildingPermits@tigard-or.gov, and we will place this permit in our open Permit Center conference room for you to pick up between the hours of 8:00 a.m. and 5:00 p.m., Monday through Thursday. We are closed on Fridays. Thanks, Branden Taggart IN ■ City of Tigard U Senior Permit Technician Community Development 13125 SW Hall Blvd Tigard,OR 97223 (503}718-2449 bra ndent@tigard-or,gov 1