Loading...
Permit CITY OF TIGARD MASTER PERMIT IN IIII a COMMUNITY DEVELOPMENT Permit#: MST2015-00084 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 06/04/2015 Parcel: 2S 114AD03800 Jurisdiction: Tigard Site address: 16659 SW 90TH PL Subdivision: WAVERLY ESTATES Lot: 37 Project: Wicker Project Description: Replacement of existing deck in the same location. BUILDING Floor Areas Required Setbacks Required Stories: 0 Bedrooms: 0 First: 0 sf Basement: 0 sf Left: 0 Parking Spaces: 0 Height: 0 Bathrooms: 0 Second: 0 sf Garage: 0 sf Front: 0 Smoke Dwelling Units: 0 Third: 0 sf Right: 0 Detectors: Total: 0 sf Value: $12,000.00 Rear: 0 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 Storm Sewer: 0 Drains: 0 Tubs/Showers: 0 Garbage Disp: 0 Water Heaters: 0 Water Lines: 0 Catch Basins: 0 Bckflw Prevntr: 0 Footing Drain: 0 Ice Maker: 0 Hose Bib: 0 Backwater Value: 0 Drywell-Trench Drain: 0 Other Fixtures: 0 Other Fixture Units: MECHANICAL Fuel Types Air Conditioning: N Vent Fans: 0 Clothes Dryers: 0 Heat Pump: N Hoods: 0 Other Units: 0 Fum<100K: 0 Vents: 0 Woodstoves: 0 Gas Outlets: 0 Furn>=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 Other: N Other Description: Ecompasing: N BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: ALT SF VB R-3 0 Owner: Contractor: WICKER,JAMES&CAITLIN CREATIVE FENCES&DECKS INC Required Items and Reports(Conditions) 16659 SW 90TH PL 14782 SW FERN ST TIGARD,OR 97224 TIGARD,OR 97223 PHONE: 971-713-3100 PHONE: 503-969-8850 FAX: 503-521-9840 Total Fees: $544.51 This permit is • subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be don- ' accordance '• approved plans. This permit will expire if work is not started within 180 days of issuance. o work is suspended for more the 180 days ATTENTION: Oregon -w requires you to follow the rules adopted by the Oregon Utility Notif atio Center. Those rules are set forth in OAR 95. 001-0010 t rough OAR 952-00 -a 090. ou may obtain a copy of the rules or direct questions to OUNC by calling-03.22.199877• :•• II Is ued By: Permittee Signature: • k'tA , Call 503.639.4175 by 7:00 a.m.for the next available inspect on date. 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. e, * Building Permit Application RECEIVE S Residential i t1It vi I It I I tiI t,\I 1 City of Tigard MAY 2 7 2015 Received p `J g Date/B :,ep7 �� �i � Permit N. . / .5.1....eel' 13125 SW Hall Blvd.,Tigard,OR 97223 ■ CITY OF TIGAR II " �''*�T�©� Other Permit: Phone: 503.718.2439 Fax: 503.598.1',1 UILDING DIVIS1I- `"��' "' I i t\I Inspection Line: 503.639.4175 Rgdy"y: kris: Ei See Page 2 for Internet: www.tigard-or.gov Notified/Method: .y/ %76--- Supplemental Information *ices....4,1 M s' M. TYPE OF WORK REQUIRED DATA:1-AND 2-FAMILY DWELLING ❑New construction ❑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. ® l-and 2-family dwelling ❑Commercial/industrial Valuation: $12,000.00 ❑Accessory building ❑Multi-family Number of bedrooms: ❑Master builder ❑Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address:JAMES&CAITLIN WICKER New dwelling area: square feet City/State/ZIP: 16659 SW 90TH PL.,TIGARD OR 97224 Garage/carport area: square feet Suite/bldg./apt.no.: Project name:WICKER Covered porch area: square feet Cross street/directions to job site: Deck area: 246' square feet Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision:W247439 Lot no.: Permit fees*are based on the value of the work performed. Tax map/parcel no.:2S114AD03800 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. REPLACEMENT OF EXISTING DECK IN SAME LOCATION Valuation: $ Existing building area: square feet New building area: square feet ❑ PROPERTY OWNER ❑ TENANT Number of stories: Name:fames&caitlin wicker Type of construction: Address: 16659 sw 90th p1.. Occupancy groups: City/State/ZIP:TIGARD OR 97224 Existing: Phone:(971)713-3100 Fax:( ) New: 0 APPLICANT ❑ CONTACT PERSON BUILDING PERMIT FEES* Business name:SIMPL HOME DESIGNS le' ersD�e"� &� Structural plan review fee(or deposit): Contact name:MIKE MONTGOMERY FLS plan review fee(if applicable): Address:5531 SW BUDDINGTON ST Total fees due upon application: City/State/ZIP:PORTLAND OR 97219 Amount received: Phone:(503)515-6495 Fax::(503)719-4825 r -S E-mail:mikewmontgomery@gmail.com PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* Commercial and residential prescriptive installation of CONTRACTOR roof-top mounted Photo Voltaic Solar Panel System. Business name:CREATIVE FENCES&DECKS Submit two(2)sets of roof plan with connection details and fire department access,along with the 2010 Oregon Address:14782 SW FERN STREET Solar Installation Specialty Code checklist. City/State/ZIP:TIGARD OR 97223 Permit Fee(includes plan review $180.00 and administrative fees): Phone:(503)969.8850 Fax:(5023)521.9840 State surcharge(12%of permit fee): $21.60 CCB lic.:147483 i 3,11 7 Total fee due upon application: $201.60 Authorized signatur —"sow This permit application expires if a permit is not obtained °v within 180 days after it has been accepted as complete. Print name:MIKE MONTGOMERY Date:05/26/15 *Fee methodology set by Tri-County Building Industry Service Board. I:\Building\Permits\BUP-RESPermitApp.doc 02/24/21 1 440-46131(1 I/02/COM/WEB) 3- • City of Tigard IN / COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Review — Residential I Icy \ RI) Building Permit #: /VS 7 2 i/s— DO 10F7 Site Address: ( (oG 5q S w G O Project Name: Lot #: (New dwelling=subdivision name;Addition or Alteration=last name of owner) Planning Review Proposal: G IL Q.X 11 t1 h c t click Verify site address/suite#exists and active in permit system. I-1 River Terrace Plan District: ❑ Yes / No Site Plan Elements: Three(3)copies of site plan /Existing structures on site Site plan iiiult be on 8-1/2"x 11"or 11 x 17"paper Footprint of new structure(including decks)with finished ,'prawn to scale(standard architect or engineer scale) floor elevations /211North arrow $Ihtility locations(required for new,may apply for additions) Site address,project or subdivision name and lot number —Etatation of wells/septic systems %Applicant information(name and phone number) 1JEresion control(including drainage-way protection,silt fence Lot dimensions and building setback dimensions design,location of catch basin,etc.) area,building coverage area,percentage of coverage and �treet names N pervious area(applicable if R-7,R-12,R-25&R-40) Sfeet tree size,type and location perty corner elevations(2 foot contour lines if more than $etting trees to be retained with drip line,and tree 4 foot differential) protection measures -$lean Water Services—Service Provider Letter(lot platted prior to 9/10/1995): N/-Required: ❑ Yes,applicant was notified ❑ No Received: ❑ Yes ❑ No ❑ Public Facilities Improvement(PFI) Permit: Required: ❑ Yes,applicant was notified ❑ No Applied For: ❑ Yes ❑ No,stop intake —g—Land Use Case#: Zoning: (-12 Setbacks: Front I S Rear ' S Side S Street Side U Garage LC ZLandscape Requirement: 29 % ALot Coverage Maximum: °%a Building Height: Maximum Height 3s' Actual Height NJir '� !f_3Zisual Clearance �' 2I asements 6-Er-Sensitive Lands: ❑ Yes ❑ No Type Urban Forestry Plan — -conditions "Met"prior to issuance of building permit Notes: Approved By Planning: /14 0 V)lZw �l I m Date: 5121 1 1 S Revisions (after Building Submittal only) Reviewer Date Revision 1: ❑ Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved Revision 3: ❑ Approved ❑ Not Approved I:\Building\Fors\BldgPertnitRvw_RES_031015.docx , Building Permit Submittal Original Submittal Date: 4Z 7//_5-- Site Plans: # 3 Building Plans: # Building Permit#: ID-Triter building permit#above. Workflow Routing: i.2"-Planning Engineeringrmit Coordinator '-0'B—wilding Workflow Sign-off: .. 1-Sign-off for Planning(include notes from planning review) Route Application Documents: L12--Engineering: (1) copy of permit application, (1) site plan, (1) building plan and original plan review routing form. l Building: original permit application, site plans,building plans,engineer and beam calculations and trust details,if applicable,etc. Notes: By Permit Technician: zt .e Date: g..).-7/15- gineering Review Slope at building pad: Conditions"Met"prior to issuance of building permit Easements (encroachments) per engineering conditions of approval and plat ❑ Water Quality/Quantity Facility: ❑ Facility: Assess Water Quality Fee in-lieu: El Yes ❑ No Assess Water Quantity Fee in lieu: ❑ Yes ❑ No LIDA Facility on lot: ❑ Yes El No ❑ NOT Approved by Engineeri • ) Date: Notes: A Approved by Engineering: 2 p Date: �� /5 Revisions (after Building Submittal only) Reviewer Date Revision 1: ❑ Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved Revision 3: ❑ Approved El Not Approved Permit Coordinator Review ❑ Conditions "Met"prior to issuance of building permit ❑ Approved,NOT Released: Date: Notes: Revisions (after Building Submittal only) Revision Notice 1: Date Sent to Applicant: Revision Notice 2: Date Sent to Applicant: Revision Notice 3: Date Sent to Applicant: K to Issue Permit _ Approved by Permit Coordinator: Date: / I:\BuildingWForms\BldgPermitRvw_RES_031015.docx (V Boise Cascade Single 5-1/2" x 14" KING BEAMTM 3OF-E4 DF/SP Floor BeamIFB01 ��`/ Dry I 1 span I No cantilevers 1 0/12 slope May 26, 2015 17:00:11 BC CALC®Design Report Build 4064 File Name: BC CALC Project Job Name: JAMES & CAITLIN WICKER Description: Designs1FB01 Address: 16659 SW 90TH PL. Specifier: NEW OUT DECK BEAM City, State, Zip: TIGARD, OR 97224 Designer: MIKE MONTGOMERY Customer: WICKER Company: SIMPL HOME DESIGNS Code reports: PR-L313 Misc: . . ,--_L__ --5-- _.7._____2_ 1 L_T . . .7 V V--_ -_L'-�-_r . S.-3__ --- L"---77--- . ------- 20-00-00 BO 81 Total Horizontal Product Length=20-00-00 Reaction Summary(Down /Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 4,000/0 1,187/0 B1, 3-1/2" 4,000/0 1,187/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 20-00-00 40 10 10-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 24,761 ft-lbs 56.1% 100% 1 10-00-00 be verified by anyone who would rely on End Shear 4,431 lbs 28.8% 100% 1 01-05-08 output as evidence of suitability for Total Load Defl. U399 (0.588") 60.2% n/a 1 10-00-00 particular application.Output here based on building code-accepted design Live Load Defl. U517 (0.454") 69.7% n/a 2 10-00-00 properties and analysis methods. Max Defl. 0.588" 58.8% n/a 1 10-00-00 Installation of BOISE engineered wood Span/Depth 16.7 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. BO Post 3-1/2"x 3-1/2" 5,187 lbs n/a 52.6% Unspecified B1 Post 3-1/2"x 3-1/2" 5,187 lbs n/a 52.6% Unspecified ABC COALISL T®®B,BC C F RRIAM BEOR® DAT"JS,T*'BC I®, BOISE GLULAMTM,SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM Member is not fully supported at post B0. A connector is required at this bearing. PLUS®,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRANDS,Boise Cascade Wood y Pp P q 9� trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 $BoiseCascade Single 5-1/2" x 14" KING BEAMTM 30F-E4 DF/SP Floor BeamIFB01 Dry I 1 span I No cantilevers I 0/12 slope May 26, 2015 17:00:17 Build 4064D Design Report File Name: BC CALC Project Job Name: JAMES & CAITLIN WICKER Description: Designs1FB01 Address: 16659 SW 90TH PL. Specifier: NEW OUT DECK BEAM City, State, Zip: TIGARD, OR 97224 Designer: MIKE MONTGOMERY Customer: WICKER Company: SIMPL HOME DESIGNS Code reports: PR-L313 Misc: V V__-_Y_._I__Y__S__-S---S__■____S__Y—S_..S__1_--L._-2 Y___t--L_L__L.S_-_Y_._I _�_...._IL_-7_C___S__T__L______L_L-.7 _IL_ .3r__S__J 20-00-00 BO B1 Total Horizontal Product Length=20-00-00 Loadcase User: Loads defined by User as displayed in the Beam Diagram on the Design tab.SMD diagrams are not displayed. Point Of Interest00-00-00 General Data Name: Designs\FB01 Design Type: Floor Beam 0/12 Number or spans: 1 Repetitive: n/a Left Cant. : No Construction: n/a Right Cant. : No Product Data Product name: 5-1/2" x 14" KING BEAM'" 30F-E4 DF/SP E / 10^6 = 2.30 psi EI / 10^6 = 2892.63 lb-in^2 K / 10^6 = 0.00 lbs Allowable resistive moment at 100% = 44, 133 ft-lbs Allowable end shear at 100% = 15, 400 lbs Allowable continuous shear at 100% = 15, 400 lbs Modification Factors Pos. Moment Load Duration 100.00 Lateral Stability 1.00 Moisture Content 1.00 End Shear Load Duration 100.00 Moisture Content 1.00 . Member Bearing Load Duration 1.00 Moisture Content 1.00 Member Final Load Cases: Span Data Load Case #0: (1.00D) 1.00 Dead Load Type Start Pos End Pos Start Value End Value Dead Load 00-02-12 19-09-04 100.00 lb/ft ---- Dead Load 00-02-12 19-09-04 18.72 lb/ft ---- Dead Load 00-00-00 ---- 22.92 lbs ---- Dead Load 00-00-00 ---- 4.29 lbs ---- Dead Load 20-00-00 ---- 22.92 lbs ---- Dead Load 20-00-00 ---- 4.29 lbs ---- Span 1 Moment Left: 0 ft-lbs Moment Right: 0 ft-lbs Bending: 5,667 ft-lbs Shear Left: -1,153 lbs Shear Right: 1,153 lbs Shear Red. Left: 139 lbs Shear Red. Right: 139 lbs Total Defl: 0.135" Total Neg. Defl: -0" Uplift: 0 lbs Reaction @ BO: 1,187 lbs Reaction @ B1: 1,187 lbs Load Case #1: (1.00D+1.00L) 1.00 Dead Load + 1.00 Live Load on span #1 • Type Start Pos End Pos Start Value End Value Dead Load 00-02-12 19-09-04 100.00 lb/ft ---- Live Load 00-02-12 19-09-04 400.00 lb/ft ---- . Dead Load 00-02-12 19-09-04 18.72 lb/ft ---- Dead Load 00-00-00 ---- 22.92 lbs ---- Live Load 00-00-00 ---- 91.67 lbs ---- Dead Load 00-00-00 ---- 4.29 lbs ---- Dead Load 20-00-00 ---- 22.92 lbs ---- Live Load 20-00-00 ---- 91.67 lbs ---- Dead Load 20-00-00 ---- 4.29 lbs ---- Span 1 Moment Left: 0 ft-lbs Moment Right: 0 ft-lbs Bending: 24,761 ft-lbs Shear Left: -5,036 lbs Shear Right: 5,036 lbs Shear Red. Left: 605 lbs Shear Red. Right: 605 lbs Total Defl: 0.588" Total Neg. Defl: -0" Uplift: 0 lbs Reaction @ BO: 5, 187 lbs Reaction @ B1: 5,187 lbs , Load Case #2: (1.00L) 1.00 Live Load on span #1 Type Start Pos End Pos Start Value End Value Live Load 00-02-12 19-09-04 400.00 lb/ft ---- Live Load 00-00-00 ---- 91.67 lbs ---- Live Load 20-00-00 ---- 91.67 lbs ---- Span 1 Moment Left: 0 ft-lbs Moment Right: 0 ft-lbs Bending: 19,094 ft-lbs Shear Left: -3,883 lbs Shear Right: 3,883 lbs Shear Red. Left: 467 lbs Shear Red. Right: 467 lbs Total Defl: 0.454" Total Neg. Defl: -0" Uplift: 0 lbs Reaction @ BO: 4,000 lbs Reaction @ B1: 4,000 lbs Member Final Load Cases : Maximums Load Case #0: (1.00D) 1.00 Dead Load • Max Moment Span: 1 5, 667 ft-lbs Max Shear Span: 1 1, 153 lbs Load Case #1: (1.00D+1.00L) • 1.00 Dead Load + 1.00 Live Load on span #1 Max Moment Span: 1 24,761 ft-lbs Max Shear Span: 1 5,036 lbs _ Load Case #2: (1.00L) 1.00 Live Load on span #1 Max Moment Span: 1 19,094 ft-lbs Max Shear Span: 1 3,883 lbs