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Permit
CITY OF TIGARD MASTER PERMIT is • • COMMUNITY DEVELOPMENT Permit #: MST2012 -00183 T IGARD 13125 SW Hall Blvd., Tigard OR 97223 503.718.2439 Date Issued: 08/08/2012 Parcel: 2S103BD02000 Jurisdiction: Tigard Site address: 11835 SW CARMEN ST Subdivision: CARMEN PARK Lot: 11 Project: Johnson Project Description: Construction of 475 square foot accessory structure. BUILDING Floor Areas Required Setbacks Required Stories: 1 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: No Total: 0 sf Value: $18,734.00 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 Drywall -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 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: 1 0 -200 amp: 0 W/ Svc or Fdr: 3 Ea add'I 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: ACS SF VB U 0 Owner: Contractor: JOHNSON, DAVID W OWNER Required Items and Reports (Conditions) 11835 SW CARMEN ST TIGARD, OR 97223 PHONE: 503 - 267 -2607 PHONE: FAX: Total Fees: $864.18 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. ATT . n law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952 -00 010 through OAR 952- 001 -009 u y obtain a copy f the rules or direct questions to OUNC by calling 503.23 1987 or 1.800.332.2 4. �/p� �c Issue By: 1 . 4/41 ( Permittee Signature: r W Call 503.639.4175 by 7:00 a.m. for the next available Inspectlo date. This permit card shall be kept In a conspicuous place on the Job site until corn o the project Approved plans are required on the job site at the time of each Inspection. Building Permit Application Residential FIECEN3ED roR owlet: list: ONL City of Tigard 2 Date /By: 7 3 ► 7- ,P Permit No ra yg_60 g5 IN • 13125 SW Hall Blvd., Fax: Tigard, 503.598.196 OR 97223 JUL 2 3 2012 Plan R DateJBy: i U,I 0 Phone: 503.718.2439 Other Permit: - c _ A R I) Inspection Line: 503.639.4175 CITY CF Tk A f D Date Rea • e � ��g El See Page 2 for Internet: www.ti ardor. ov Notifi ethod: 0 7 (/ Supplemental Information g g BUILD; G D .:IS Oflt TYPE OF WORK REQUIRED DATA: 1- AND 2- FAMILY DWELLING JNew 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. ❑ 1- and 2- family dwelling ❑ Commercial/industrial Valuation: $ ,Accessory building ❑ Multi- family — Number of bedrooms: r ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: I I $ Col -g mEdo 5-r New dwelling area: square feet City /State /ZIP: '1-1{)-4e0 f 0 R '17 Z23 Garage /carport area: square feet Suite/bldg. /apt. no.: Project name: Covered porch area square feet Cross street/directions to job site: d{kk) Deck area: square feet N M l P(/' / / S T 1 4L. 'c4T Other structure area: square feet Los I REQUIRED DATA: COMMERCIAL -USE CHECKLIST Subdivision: I 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 f G✓ 01(.1Z-01,1i6 < SCb FE_Er (,<f24--e Valuation: $ 6 L.-6.e....---T- CAL_ O.!/ f ".(11-77 Existing building area square feet ff(( 6- X �Ts, -16-- NO ME_'_ New building area: square feet 'PROPERTY OWNER ❑ TENANT Number of stories: Name: Je T3(-t NSOIJ Type of construction: Address: 1A 5c..i ( x.3 ST Occupancy groups: City /State /ZIP: TT -,4.R01 i () g._ l 1 ZZ?j Existing: Phone: (() ) 2,6 7 y4 0 7 Fax: ( ) New: APPLICANT ❑ CONTACT PERSON BUILDING PERMIT FEES* , _ review refer (or fee deposit): Contact name: le) Business name: / Structural plan review fee (or deposit): �" 4 FLS plan review fee (if applicable): Address: City /State /ZIP: Total fees due upon application: ,i �L Phone: ( ) Fax :: ( ) Amount received: !f /o7. A E -mail: PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* Commercial and residential prescriptive installation of CONTRACTOR roof -top mounted PhotoVoltaic Solar Panel System. Business name: r Submit • • -ts of roof plan with connection details and fire departmen : cess, along with the 2010 0 , :on Address: Solar Installation Spec . , Code checkli, City /State /ZIP: Permit Fee (includes • r- $180.00 and admini .. 1 - es): Phone: ( ) Fax: ( ) State surcharg A of permit fee . $21.60 CCB lic.: Tr al fee due upon application: .201.60 Authorized signature: % �/) / This permit application expires if a permit is not obtained I (/ within 180 days after it has been accepted as complete. �� ) * Fee methodology set by Tri -County Building Industry Print name: �gtri-' j Op-) I Date: Z'S /7_.41 / Service Board. I: \Building\Permits\BUP- RESPermitApp.doc 02/ 24/2011 440- 4613T(11/02 /COM/WEB) Building Permit Application Checklist One- and Two - Family Dwelling FOR OFFICE USE ONLY 1,4 City of Tigard Received Permit No.: u 13 125 SW Hall Blvd., Tigard, OR 972 A ssdny: C Phone: 503.718.2439 Fax: 503.598.1960 Associated permits: I" G n R D 24- Hour Inspection Line: 503.639.4175 ❑ Electrical ❑Plumbing ❑Mechanical Internet: www.tigard -or.gov ❑ Other: • THE FOLLOWING ITEMS ARE REQUIRED FOR PLAN REVIEW Yes No NI,". I Land use actions completed. See jurisdiction criteria for concurrent reviews. El • • _ 2 Zoning. Flood plain, solar balance points, seismic soils designation, historic district, etc. ❑ ❑ ❑ _ 3 Verification of approved plat/lot. ❑ ❑ ❑ - 4 Fire district approval required. Name of district: . ❑ El - 5 Septic system permit or authorization for remodel. Existing system capacity . ❑ ❑ ❑ 6 Sewer permit. ❑ ❑ ❑ 7 Water district approval. El ❑ ❑ 8 Soils report. Must carry original applicable stamp and signature on file or with application. ❑ ❑ ❑ 9 Erosion control ❑ plan ❑ permit required. Include drainage -way protection, silt fence design and location of catch- ❑ El El basin protection, etc. 10 3 Complete sets of legible plans. Must be drawn to scale, showing conformance to applicable local and state ❑ ❑ ❑ building codes. Lateral design details and connections must be incorporated into the plans or on a separate full -size . sheet attached to the plans with cross references between plan location and details. Plan review cannot be completed if copyright violations exist. II Site /plot plan drawn to scale. The plan must show lot and building setback dimensions; property corner elevations (if ❑ ❑ ❑ there is more than a 4 -ft. elevation differential, plan must show contour lines at 2 -ft. intervals); location of easements and driveway; footprint of structure (including decks); location of wells /septic systems; utility locations; direction indicator; lot area; building coverage area; percentage of coverage; impervious area; existing structures on site; and surface drainage. 12 Foundation plan. Show dimensions, anchor bolts, any hold -downs and reinforcing pads, connection details, vent size ❑ ❑ El and location. 13 Floor plans. Show all dimensions, room identification, window size, location of smoke detectors, water heater, ❑ ❑ El furnace, ventilation fans, plumbing fixtures, balconies and decks 30 inches above grade, etc. 14 Cross section(s) and details. Show all framing- member sizes and spacing such as floor beams, headers, joists, sub- ❑ ❑ ❑ floor, wall construction, roof construction. More than one cross section may be required to clearly portray construction. Show details of all wall and roof sheathing, roofing, roof slope, ceiling height, siding material, footings and foundation, stairs, fireplace construction, thermal insulation, etc. 15 Elevation views. Provide elevations for new construction; minimum of two elevations for additions and remodels. ❑ ❑ ❑ Exterior elevations must reflect the actual grade if the change in grade is greater than four foot at building envelope. Full -size sheet addendums showing foundation elevations with cross references are acceptable. 16 Wall bracing (prescriptive path) and /or lateral analysis plans. Must indicate details and locations; for non ❑ El ❑ prescriptive path analysis provide specifications and calculations to engineering standards. 17 Floor /roof framing. Provide plans for all floors/roof assemblies, indicating member sizing, spacing, and bearing ❑ ❑ ❑ locations. Show attic ventilation. 18 Basement and retaining walls. Provide cross sections and details showing placement of rebar. For engineered ❑ ❑ ❑ systems, see item 22, "Engineer's calculations." 19 Beam calculations. Provide two sets of calculations using current code design values for all beams and multiple joists ❑ ❑ ❑ over 10 feet long and/or any beam/joist carrying a non - uniform load. 20 Manufactured floor /roof truss design details. El ❑ ❑ 21 Energy Code compliance. Identify the prescriptive path or provide calculations. A gas- piping schematic is required ❑ El ❑ for four or more appliances. 22 Engineer's calculations. When required or provided, (i.e., shear wall, roof truss) shall be stamped by an engineer or ❑ ❑ ❑ architect licensed in Ore_on and shall be shown to be applicable to the .ro'ect under review. .IURISDICTIONAL SPECIFICS 23 Three (3) site plans are required for Item 11 above. Site plans must be 8 -1/2" x 11" or 11" x 17 ". ❑ ❑ ❑ 24 Two (2) sets each are required for Items 16, 19, 20 and 22 above. ❑ ❑ El 25 Building plans shall not contain red lines or tape -ons. "Mirrored" building plans will not be accepted. ❑ ❑ ❑ 26 "Reversed" building plans must meet criteria outlined in the Permit & System Development Fees document. ❑ ❑ ❑ '27 "Drawn to scale" indicates standard architect or engineer scale. ❑ ❑ ❑ 28 Site plan to include tree size, type and location per approved project street tree plan (if applicable), and City of Tigard El El ❑ Street Tree List. 29 Site plan to include trees and tree protection measures as required by conditions of approval. Tree locations, driplines, ❑ ❑ El and protection measures must be drawn to scale and must include the project arborist's signature of approval. 30 A Clean Water Services' Sensitive Area Pre - Screening Site Assessment form is required for all building additions, ❑ ❑ El 'including decks, patio covers (over non - impervious surface) and accessory structures to existing residential dwellings on a lot of record approved prior to September 9, 1995. I: \Building\Permits\BUP- RESPermitApp.doc 02/24/2011 440- 4613T(I 1/02 /COM/WEB) I Electr Permit Applica rri J� FO 12 OFFICE USL O� Ci of Ti and C I o� Received ONLY . `.7 g Date/By: 7 0/3 fp I Permit No.: Norae) IO re3 .7 ° 13125 SW Hall Blvd., Tigard, OR 97 3n, Plan Review Phone: 503.718.2439 Fax: 503.59 60 2 3 2012 Date/By: Other Permit: l I G R D Inspection Line: 503.639.4175 Date Ready/By: Jurist El See Page 2 for Internet: www.tigard - or.gov CITY CF T16'AfD Notified/Method: _ Supplemental Information TYPE kditC or miOP,t PLAN REVIEW Please check all that apply (submit 2 sets of plans w /items checked below): 'New construction ❑ Addition/alteration/replacement ❑ Service or feeder 400 amps or more ❑ Building over three stories. ❑ Demolition ❑ Other: where the available fault current ❑ Marinas and boatyards. CATEGORY OF CONSTRUCTION exceeds 10,000 amps at 150 volts or ❑ Floating buildings. less to ground, or exceeds 14,000 ❑ Commercial -use agricultural ❑ 1- and 2- family dwelling ❑ Commercial/industrial X Accessory building amps for all other installations. buildings. ❑ Multi- family ❑ Master builder ❑ Other: ❑ Fire pump. ❑ Installation of 75 KVA or JOB SITE INFORMATION AND LOCATION ❑ Emergency system. larger separately derived system. ❑ Addition of new motor load of ❑ "A ", "E ", "I -2 ", "1 -3 ", Job no.: Job site address: 1 C /' Q f `` 100HP or more. occupancy. ` J ( 1 J 4'kY�1�' ❑ Six or more residential units. ❑ Recreational vehicle parks. ty �(� 22 3 ❑ Health -care facilities. ❑ Supply voltage for more than City/State/ZIP: T Z ❑ Hazardous locations. 600 volts nominal. Suite/bldg. /apt. no.: Project name: ❑ Service or feeder 600 amps or more. ` FEE SCHEDULE Cross street /directions to job site: p H X3 J Description I Qty. I Fee. I Total I • / � New residential single- or multi - family dwelling unit. i v 642_ /5r � ` &t. / — Includes attached garage. ( Subdivision: Lot no.: 1,000 sq. ft. or less 168.54 4 Tax map /parcel no.: Ea. add'I 500 sq. ft. or portion 33.92 1 Limited energy, residential 75.00 2 DESCRIPTION OF WORK (with above sq. ft.) Limited energy, multi- family 75.00 2 residential (with above sq. ft.) Services or feeders installation, alteration, and/or relocation 200 amps or less 1 100.70 2 A PROPERTY OWNER I ❑ TENANT 201 amps to 400 amps 133.56 2 Name: 1 J,� o N Sb 401 amps to 600 amps 200.34 2 t l 601 amps to 1,000 amps 301.04 2 Address: l l� S ,> CA J r Over 1,000 amps or volts _ _ 552.26 _ 2 Ci City/State/ZIP: �r� � f� f v j Temporary services or feeders installation, alteration, and/or �' ¶ `I l� " I C) p_ c ... Z_2 3 relocation Phone: (5p7 ) 2t,7 _ 2,Z 07 Fax: ( ) 200 amps or less 59.36 l 201 amps to 400 amps 125.08 2 Owner installation: This installation is being made on property that I own which is not 401 amps to 599 amps 168.54 2 intended for sale, lease, rent, or exchange, according to ORS 447, 449, 670, and 701. Branch circuits – new, alteration, or extension, per panel Owner signature: Date: A. Fee for branch circuits with ❑ APPLICANT ❑ CONTACT PERSON above service or feeder fee 3 7.42 2 each branch circuit Business name: 441/AfF B. Fee for branch circuits rstthout Contact name: service or feeder fee, first 56.18 2 branch circuit Each add I branch circuit 7.42 2 Address: Miscellaneous (service or feeder not included) City/State/ZIP: Each manufactured or modular 67.84 2 ty dwelling, service and/or feeder Phone: ( ) Fax: : ( ) Reconnect only 67.84 2 Pump or irrigation circle 67.84 2 E -mail: Sign or outline lighting 67.84 2 CONTRACTOR Signal circuit(s) or limited - energy Business name: panel, alteration, or extension. Page 2 2 Each additional inspection over allowable in any of the above Address: Additional inspection (1 hr min) 66.25/ hr City/State /ZIP: Investigation (1 hr min) 66.25/ hr Industrial plant (1 hr min) 78.18 / hr Phone: ( ) Fax: ( ) Inspections for which no fee is specifically listed (%: hr min) 90.00 / hr CCB Lic.: Electrical Lic.: Suprv. Lic.: ELECTRICAL PERMIT FEES Subtotal: Suprv. Electrician signature, required: Plan review (25% of permit fee): Print name: Date: State surcharge (12% of permit fee): Authorized signature: :–/ � This permit application TOTAL PERMIT FEE: expires if a permit is not obtained within 180 7� Date: I� days after it has been accepted as complete. Print name: D � � 7/13/2)0 Number of inspections allowed per permit. I:\Building\Pemtits\ELC- PermitApp.doc 07/01/10 ` 440.4615T(I I /05 /COM/WEB Electrical Permit Application - City of Tigard Page 2 - Supplemental Information LIMITED ENERGY PERMIT FEES: RESIDENTIAL WORK ONLY: Fee for all residential systems combined $75.00 Check Type of Work Involved: ❑ Audio and Stereo Systems* ❑ Burglar Alarm ❑ Garage Door Opener* ❑ Heating, Ventilation and Air Conditioning System* E] Vacuum Systems* : ' _ . - ❑ Other: COMMERCIAL WORK ONLY: Fee for each commercial $75.00 system (SEE OAR 918- 309 -0000) Check Type of Work Involved: ❑ Audio and Stereo Systems • ❑ Boiler Controls ❑ Clock Systems ❑ Data Telecommunication Installation ❑ Fire Alarm Installation ❑ HVAC ❑ Instrumentation ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control* ❑ Medical ❑ Nurse Calls ❑ Outdoor Landscape Lighting* ❑ Protective Signaling ❑ Other Total number of commercial systems: *No licenses are required. Licenses are required for all other installations 1:\ Building \Permils\ELC- PermitApp.doc 07/01/10 ilic3,catz e fA/ �a71/3 56,0 14 ° Building Division Development Code Provision Review T l c n li Residential Projects Building Permit No: H oZ 0/2 -00 1 5 3 CWS Service Provider Letter Received: Yes ❑ No I N/A ❑ /PPL/ r To CoA)r' T 0405 Routed Plans: Original Plan Submittal Date: 745 b Pt Revision Submittal Date: ❑ Site Plan Only 2 Revision Submittal Date: ❑ Site Plan Only To the Applicant: Each review type must be approved. If the plan is not approved, please revise and resubmit three (3) copies to the Building Division. Only checked ( ✓) items are approved. Items not approved and those listed in the notes must be revised prior to re- submittal. For questions please contact the appropriate staff person(s) listed above each section. Staff: please check items along left only if approved. Planning Review (contact 1i�1 I Caa.7e at 503-718- or Clue, -1 I @tigard - or.gov) Land Use Case No. - Name „ - - - - I X I Zoning PR — L . 5 0 Setbacks: Ate ess o rh S ►,i ►.dare Front — Rear 5 Side S Street Side — Garage — I Maximum Building Height i5 Actual Building Height 13 .43" Dif Visual Clearance ki /q cg Easements cif Sensitive Lands Type: 5i gni- co-+-f 14-101 I-G.+ — no r e c j -kl o. o..s o-pp ms's Care Notes: i u h It ss -i rY es a► -t be l nc/ rerrto, t tc � r , _ h � s ci V N a34- si- o IJ - 4 -ri-.t I`! rvi c1 ia- L . TW U {- ( r Q iC .ch d VJ ✓1 a - d. yeJ u 4 - r ` r c ta∎ net a e.i"i a I• Original Plan: Approved Not Approved ❑ Date: 7' 2 3 - /ot Revision 1: Approved ❑ Not Approved ❑ Date: Revision 2: Approved ❑ Not Approved ❑ Date: Engineering Review (contact Mike White at 503 - 718 -2464 or MikeW @tigard - or.gov) .I" Actual Slope: Notes: Original Plan: Approved�l" Not Approved ❑ Date: 7 ( Z Revision 1: Approved ❑ Not Approved ❑ Date: Revision 2: Approved ❑ Not Approved ❑ Date: (Review Continues on Page 2) Page 1 of 2 City,krborist Review. (contact Todd Prager at 503 - 718 -2700 or todd @ tigard - or.gov) � J / Street Trees [°J Protected Trees // Notes: A0 ireare.r-o -w G ;' a. 'I'm I'C ai rero -ti Original Plan: Approved L4' . Not Approved ❑ Date: >'a`l t Revision 1: Approved ❑ Not Approved ❑ Date: Revision 2: Approved ❑ Not Approved ❑ Date: . Permit Coordinator Review (contact Albert Shields at 503 - 718 -2426 or albert@tigard-or.gov) ❑ Conditions of Approval Prior to Issuance of Building Permit Notes : Original Plan: Date Sent to Applicant: Revision 1: Date Sent to Applicant Revision 2: Date Sent to Applicant Okay to Issue Permit: Yes No ❑ Date Routed to Building: / f �. Page 2 of 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 a Transmittal Letter r i c A It n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard- or.gov TO: 1, )�� DATE RECEIVED: DEPT: BUILDING DIVISION CEIVED 072012 FROM: d _ :: 1 2 CITY OFTIGARD COMPANY: BUILDINGDIVIS PHONE: _ — RE: 1 55 5� ✓vut „. c , l`�i o'to /%C -6d 1 o s (Site A dress) (Permit Number) ,' h (Proje , t nam o sub div i s i on name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: I 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. Engineer's calculations. Other (explain): (6) • REMARKS: ) ,,ALj !e -r) FOR OFFICE USE ONLY Routed to Permit Technician: Date: et 7 11 Initials: Fees Due: ❑ Yes El-1(o Fee Description: Amount Due: $ $ $ $ Special Instructions: Reprint Permit (per PE): ❑ Yes I ❑ No ❑ Done Applicant Notified: Date: Initials: 1:\Building\ Forms \TransmittalLetter - Revisions.doc 05/25!2012 ,. ? City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT RE D Residential Wall Bracing Guide 1 �� g /. 0 7 2012 TI G A k D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov CITYOrTIOARD iiUALDING DIVISION This step -by -step guide and worksheet is intended to assist designers in applying the prescriptive lateral wall bracing provisions of the 2011 Oregon Residential Specialty Code, in lieu of a design and calculations by a licensed engineer. The Code must be consulted while using this guide, and in the case of a conflict between the two, the Code takes precedence. 1. Determine braced wall lines. A braced wall line is an imaginary line which might not occur where actual braced panels are located. Identify braced wall lines and braced wall panels on a separate schematic floor plan with braced wall lines identified by numbers in one direction and letters in the opposite direction. Dimension the length of each braced wall line and the distance between braced wall lines. See Sections 8602.10.1.4 and R602.10.1.5. • Braced wall panels may be offset up to 4 ft from the braced wall line. • The total out -to -out offset of braced wall panels in a braced wall line may not exceed 8 ft. ✓• The spacing between braced wall lines may not exceed 25 ft except as noted below. • In 1 & 2 story homes, the bracing may increase to 35 ft to accommodate one room not larger than 900 SF. 2. Dytermine general adjustment factors for wind. These factors may vary in each direction and for each story. • Exposure Factor - No adjustment is required for Exposure B, the typical condition in Portland. See Section R301.2.1.4 in Chapter 3 and Footnote b in Table R602:10.1.2 (1). • Eave Height Factor - No adjustment is required if the eave to ridge height is > 5 ft and < 10 ft. See Footnote c in Table R602.10.1.2 (1). If an adjustment is required, the adjustment will vary with each story . • Wall Height Factor - See Footnoted in Table R602.10.1.2 (1). • Number of Braced Wall Lines Factor - See Footnote e in Table R602.10.1.2 (1). There is no adjustment if there are only 2 braced wall lines. Multiply the above factors together to determine the Total General Wind Adjustment Factor. This must be calculated for each story and in each direction. Complete top half of Page 1 of the Worksheet. 3. Determine specific adjustment factors for wind. These factors only apply to certain braced wall lines, under certain conditions, and may or may not apply to any of the braced wall lines. See Worksheet. • Gypsum Wall Board Factor - If gypsum wall board is not applied to the interior side of an exterior braced wall line, this factor will occur. See Footnote fin Table R602.10.1.2 (1). • Gypsum Wall Board Bracing Method Factor - If special attachment methods are followed at interior braced wall lines, the required bracing length can be reduced. See Footnote gin Table R602.10.1.2 (1). • One Sided Gypsum Wall Board Factor - If gypsum board is only attached to one side of an interior braced wall line, this adjustment factor will apply. See Footnote g in Table R602.10.1.2 (1). • Hold Down Factor - This only applies to one story houses or the top story of multi -story houses. Hold downs must be installed at each braced panel. See Footnote i in Table R602.10.1.2 (1). • Cripple Wall Bracing Factor - This factor applies if there is a cripple wall. Alternatively, cripple walls may be treated as an additional story instead of applying this adjustment factor. See Section R602.10.9 and R602.10.9.1. Calculate each Braced Wall Line separately. Complete the bottom half of Page 1 of the Worksheet. 4. Determine the adjustment factors for seismic. Except for the Story Height Factor, these factors only apply to certain braced wall lines, under certain conditions. • Story Height Factor - If the story height is greater than 10 feet, see Table 602.10.1.2 (3). • Braced Wall Line Spacing Factor - If the spacing between braced wall lines is greater than 25 ft, the adjustment factor increases. See Section 602.10.1.5 & Table 602.10.1.5. • Wall Dead Load Factor - If the wall dead load is less than or equal to 8 psf, (this is typical for interior walls), the adjustment factor decreases. See Table 602.10.1.2 (3). • Roof /Ceiling Dead Load Factor - If the roof dead load is large (such as a concrete tile roof) or there is habitable space in the attic, this adjustment factor is applied. See Table 602.10.1.2 (3). • Cripple Wall Bracing Factor - This factor applies if there is a cripple wall. Alternatively, cripple walls may be treated as an additional story instead of applying this adjustment factor. See Section R602.10.9 and R602.10.9.1. • Stone or Masonry Veneer Factor - This factor applies if there is a stone or masonry veneer. See Section 602.12, Table 602.12(2) and Section R703.7 in Chapter 7 Each braced wall line must be calculated separately. Complete Page 2 of the Worksheet. All information in this document is subject to change. Residential Wall Bracing Guide Rev. 1/2012 Page 1 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT i Residential Wall Bracin g Guide T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov 5. Complete the wind calculation for braced wall length - Refer to top half of Page 3 of the Worksheet. • Identify bracing method. If Intermittent Sheathing is proposed - the most common options are WSP (Wood Structural Panel) for exterior walls and GB (Gypsum Board) for interior walls. If Continuous Sheathing is proposed, it is sufficient to note CS (Continuous Sheathing). See Table R602.10.2 for Intermittent Bracing Methods and Table 8602.10.4.1 for Continuous Sheathing Methods. • Identify the braced wall line spacing. This is the distance between the braced wall lines, not braced wall panels (see Step 1.) For interior braced walls the largest dimension must be selected. • Indicate the Required Bracing Length based on Table R602.10.1.2(1). The Basic Wind Speed for Portland is < 95 mph. Select the appropriate story location. The Required Bracing Length can be interpolated. For example, if the table requires 2.5 ft of bracing for 10 ft wall line spacing and 5 ft of bracing for 20 ft wall line spacing, the actual required length of bracing for 15 ft wall line spacing would be 3.75. • Multiple the Required Bracing Length by the General Wind Adjustment Factor and the Specific Wind Adjustment Factors and enter the result in Total Adjusted Bracing Length. 6. Complete the seismic calculation for braced wall length - Refer to bottom half of Page 3. • Identify bracing method. For intermittent sheathing, the most common options are WSP (Wood Structural Panel) for exterior walls and GB (Gypsum Board) for interior walls. If continuous sheathing is proposed, it is sufficient to note CS (Continuous Sheathing). For intermittent bracing methods, see Section R602.10.2 and Table 8602.10.2 For continuous sheathing methods, see Section R602.10.4 and Table R602.10.4.1. • Determine the Braced Wall Line Length - See Figure R602.10.1.3. • Indicate the Required Bracing Length based on Table R602.10.1.2(2). The Seismic Design Category for Portland is Dl. Select the appropriate story location. The Required Bracing Length cannot be interpolated. • Multiple the Required Bracing Length by the Seismic Adjustment Factors to determine the Total Adjusted Bracing Length. If there are multiple adjustments for one braced wall line, multiply these factors together. 7. Compare the Total Adjusted Bracing Lengths for Wind and for Seismic. Use the greater of the two. 8. Identify Braced Wall Panels on floor plan. Indicate the type of each panel, its location and length. • For intermittent bracing methods DWB, WSP, SFB, PBS, PCP, HPS, and GB the minimum panel length is 48 ". See Section R602.10.3. The effective length of the panel shall be equal to the actual length of the panel. Method ABW is limited to the 1 story of 1 or 2 story houses and a maximum wall height of 10 ft. and the minimum required length and hold down varies based on wall height and number of stories. See Section R602.10.3.2, Table R602.10.3.2 and Figure R602.10.3.2. Method ABW is the equivalent of 48" of braced wall panel. Method PFH is limited to the 1 story of 1 or 2 story houses and a maximum wall height of 10 ft. The minimum required length varies based on wall height and number of stories. See Section 8602.10.3 and Figure R602.10.3.3. Method PFH is the equivalent of 48" of braced wall panel. • For all continuous bracing methods the minimum panel length varies, based on wall height and adjacent clear opening height. See Section 602.10.4.3 and Table 602.10.4.2. Method CS -PF requires a tension strap. See Section R602.10.4.1.1, Figure 602.10.4.1.1 and Table R602.10.4.1.1. • A Braced Wall Panel shall be located at each end of the braced wall line and the distance between braced wall panels shall not exceed 25 feet. The Braced Wall Panel shall be permitted to begin no more than 8 ft from each end of the braced wall line provided the following occurs: For the Intermittent braced wall method WSP. Either 1) a minimum 24" wide panel is applied to each side of the building corner and the two 24" panels at the corner are attached to framing in accordance with Figure R602.10.4.4(1) or 2) the end of each Braced Wall Panel closest to the corner shall have an 1800 lb hold -down device fastened to the stud at the edge of the Braced Wall Panel closest to the corner and to the foundation or framing below. See Figure R602.10.1.4.1. For the Continuous Sheathing method. Either 1) a minimum 24" wide panel is applied to each side of the building corner in accordance with Figures R602.10.4.4(1) and R602.10.4.4(5) or 2) the braced wall panel closest to the corner shall have an 800 lb hold -down device fastened to the stud at the edge of the braced wall panel closest to the corner and to the foundation or framing below. See Figure R602.10.4.4 (5). All information in this document is subject to change. Residential Wall Bracing Guide Rev. 1/2012 Page 2 1+g ,. . City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 71 Prescriptive Wall Bracing Worksheet p g - r l G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov See Residential Wall Bracing Guide for step -by -step instructions on how to use this worksheet. WIND ADJUSTMENT FACTORS Numbered Lettered Table R602.10.1.2(1) assumes wind exposure category B, 30 ft mean roof height, 10 ft eave to Wall Lines Wall Lines ridge height, 10 ft wall height, and 2 braced wall lines sharing load in a given plan direction on a 1' 2 °° 3' 1 2 °d 3 given story level. For any other conditions, apply the appropriate adjustment factors. Story Story Story Story Story Story EXPOSURE FACTOR - select adjustment factor based on exposure and story height: I (Exposure B is typical. Exposure C only occurs where exposed to open terrain such as shorelines) I 0 1 .0 Ex . osure - 1 story = 1.0_) -2 story = 1.0 - 3 story = 1.0 I xposure C - — . - 2 story =1.3 - 3 story = 1.4 EAVE HEIGHT FACTOR - select support condition & height to determine adjustment factor: 0-'7 1 0.1 Support Condition Roof E a v e T o Ridge Height <5ft <10ft <15ft <20ft 1 Story or Top Story of 2 or 3 Story • C 1.0 1.3 1.6 1 Story of 2 Story or 2 Story of 3 Story 0.85 1.0 1.15 1.3 1' Story of 3 Story 0.9 1.0 1.1 NP • WALL HEIGHT FACTOR - select adjustment factor based on ceiling height: 6 c,, 5" I 0 C - 8 Ft Ceiling = 0.90 - 9 Ft Ceiling = 0.95 - 10 Ft Ceiling = 1.0 - 11 Ft Ceiling = 1.05 - 12 Ft Ceiling = 1.10 g p a : t� � 5 NO. OF BRACED WALL LINES FACTOR /0 7i W M-- 7 ` j ' ,'f i - select adjustment factor based on nu braced wall lines: . 1 7, 11,3 - 2 Wall Lines: 1.0 - 3 Ines: - .30 - 4 Wall Lines: 1.45 - 5 Wall Lines: 1.60 - TOTAL GENERAL WIND ADJUSTMENT FACTORS Multiply all of the above adjustment factors for each story: • ©' 1.0,i26. SPECIFIC WIND ADJUSTMENT FACTORS - Specific to certain types of bracing methods or building conditions: GYPSUM WALL BOARD FACTOR - Apply 1.4 adjustment factor if all the following conditions occur: - Bracing method is either DWB, WSP, FSB, PBS, PCP or HPS and - Gypsum board is not applied to inside face of braced wall panels. @ Braced Wall Lines @ Story GYPSUM WALL BOARD BRACING METHOD - Apply 0.7 adjustment factor if all of the following conditions are met: - Bracing method is GB and • - Gypsum board is attached with 4" spacing at panel edges, including top and bottom p2 es .' - Blocking is provided at all horizontal joints. U17 @ Bra - .. � t' nes r 1 t 8 r - . ^ tory O D GYPSUM WALL BOARD FACTOR - Apply 2.0 adjustment factor if__ of the following conditions are met: - Bracing method is GB and - Gypsum board is only attached to one side. @ Braced Wall Lines @ Story HOLD DOWN FACTOR - Apply 0.8 adjustment factor if all of the following conditions are met: - Bracing method is DWB, WSP, SFB, PBS, PCP and HPS methods and - Limited to 1 story buildings or top story of 2 or 3 story buildings and - 800# hold down installed at each end of braced wall panels along the braced wall line. @ Braced Wall Lines @ Story CRIPPLE WALL BRACING - Apply 1.15 adjustment factor if cripple walls occur Wall panel spacing shall be decreased to 18 ft. See additional requirements in Section 602.10.9. 1 . i 5 @ Braced Wall Lines 3 / .4 All information in this document is subject to change. Prescriptive Wall Bracing Worksheet Rev. 1/2012 Page 1 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 0 Prescriptive Wall Bracing Worksheet P g T I G A k D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • wwwtigard- or.gov SEISMIC ADJUSTMENT FACTORS STORY HEIGHT FAC - Select the adjustment factor based on story height All Wall Lines <10ft =1.0 <llft =1.1 < 12ft =1.2 (•0 BRACED WALL LINE SPACING FACTOR - Select the adjustment factor if braced wall line spacing is greater than 25 ft. The spacing can only exceed 25 ft once in each direction. When a braced wall line has a parallel braced wall line on both sides, the larger adjustment fact shall be used. See additional requirements in Section 602.10.1.5 < 25 ft = 1. < 30 ft = 1.2 < 35 ft = 1.4 h. @ Braced Wall Line Lined � `I @ Story I @ Braced Wall Lines @ Story WALL DEAD LOAD FACTOR - Apply 0.85 adjustment factor if wall dead load is less than or equal to 8 psf. (This applies only to interior walls with gypsum board on each side.) @ Braced Wall Lines @ Story ROOF /CEILING DEAD LOAD FACTOR FOR WALL SUPPORTING - Select adjustment factor based on the roof/ceiling dead load and wall support condition. (Typical composition or metal roof covering will have a roof dead load < l5psf if no ceiling finish is installed. The addition of a finished ceiling will increase the dead load to > 15 psf . Wall Supporting Roof/Ceiling Dead Load Adj. Factor l I /� t�l l: p r c Roof Only , + "� _ 1.0 1 // Roof Only �` psf < 25 .sf 1.1 Roof plus Occupied Attic "7 psf < 25 psf 1.2 f • CP @ Braced Wall Lines @ Story CRIPPLE WALL BRACING - Apply 1.15 adjustment factor if cripple walls occur. Wall panel spacing shall be decreased to 18 ft. See additional requirements in Section 602.10.9.1 (. 1 @ Braced Wall Lines A , 3 @ Story 1 WALLS WITH STONE OR MASONRY VENEER See Section 602.12 and 703.7. Braced wall length shall not be less than required by Table 602.12(2) All information in this document is subject to change. Prescriptive Wall Bracing Worksheet Rev. 1/2012 Page 2 �� 6d ColuvtrsK �,,6.ES c" 5P� (2.4)4 0,113 ") F i0 /Z'r 5(' oiLg City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 11 : " Prescriptive Wall Bracing Worksheet p g TI G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov CALCULATIONS FOR LENGTH OF WALL PANELS STORY d Multiply all adjustment factors and the required wall bracing lengths to determine the total adjusted wall bracing length for each wall line for wind and for seismic. The bracing length provided shall be equal to or greater than the higher of the two. Provide a separate calculation for each story. WIND CALCULATION Refer to Table R602.10.1.2 (1) - 7 ,.. L Braced Bracing Braced Required General Wind Specific Wind Total Adjusted Bracing Length Bracing Wall Line Method Wall Line Bracing Adjustment Adjustment (Required Bracing Length Length Spacing Length Factor Factor(s) • X All Adjustment Factors) Provided 1 G5 1"56. 2.2s 0.8(c; At (.t'5 -5 3- S ti 2 C S 1,-) 2.25 0 , vC¢7 MI (.' c Hi lo.5 3 c5 7 1, 25' o,g6c 1,15 2.2 lc 67 / 4 5 . � S P A C - 5 to 2° 2-C �,°6S 1.14 I --Y--. (p . 5 ;, B C 29.3 V Z 0,6a /,/A-. 9.4,3 _z ‘ ! g t: c 5 25,3 it .2_ o,86. 0 3,63 —`f— D E * A braced wall line may have more than one specific wind adjustment factor. SEISMIC CALCULATION Refer to Table R602.10.1.2 (2) Braced Bracing Braced Required Seismic Total Adjusted Bracing Length Bracing Wall Line Method Wall Line Bracing Adjustment (Required Bracing Length Length Length Length Factor(s) • X All Adjustment Factors) Provided 1 GS' 52/ E " it, G 0. D)x ( /r (1. /)=Li ., d Go 3 15 i /I 2 GS q 1.7 /x Ix 1, /= 0,1 GO 7 .... � � lo. • 3 CC 23 /`/ 6 '{.0 / / /. /x /, /7=f,S' 5.2 .- 4 5 u B CS IV 7" 3..,5 /k tic (. / = 1,1 2.7,E ...--ef • C 8 C C5 l 7'' - .'5 - i ›c/x/./ x /•/s hi 2.7 V D E * A braced wall line will be likely to have more than one seismic adjustment factor. Show all adjustment factors. All information in this document is subject to change. Prescriptive Wall Bracing Worksheet Rev. 1/2012 Page 3 A A Property Owner Statement Regarding Construction Responsibilities Oregon Law requires residential construction permit applicants who are not licensed with the Construction Contractors Board to sign the following statement before a building permit can be issued. (ORS 701.055 (4)) This statement is required for residential building, electrical, mechanical, and plumbing permits. Licensed architect and engineer applicants, exempt from licensing under ORS 701.010 (7), need not submit this statement. This statement will be filed with the permit. Please check the appropriate box: • I own, reside in, or will reside in the completed structure and my general contractor is: Name CCB# Expiration Date I will inform my general contractor that all subcontractors who work on the structure must be licensed with the Construction Contractors Board. or I will be performing work on property I own, a residence that I reside in, or a residence that I will reside in. If I hire subcontractors, I will hire only subcontractors licensed with the Construction Contractors Board. If I change my mind and hire a general contractor, I will select a contractor who is licensed with the CCB and will immediately give the name of the contractor to the office issuing this Building Permit. I have read and understand the Information Notice to Homeowners About Construction Responsibilities, and I hereby certify that the information on this homeowner statement is true and accurate. Print Name of Permit Applicant 2-0t Z ign re of Permit scant Date Permit #: ��O f a — 00/S5 118 35 5 w C Address: >c r) ttoA 1�, t�2 , • Issued by:Qb Date: g r �� • This Copy for Permit Offices • I `� An j � Clean Water Services File Number \ 2012 AUG 1 0 Z 11 p 8 C1eanWater ervj %es,, I i (- 0 - nsitive Area Pre -Sc l i d . VOSessment Jurisdiction: - ^Be^•t t9 - T(.(*4 2. Property Information (example 1S234AB01400) 3. Owner Information Tax lot ID(s): Name: David W Johnson Company: Address: 11835 SW Carmen St Site Address: 11835 SW Carmen St City, State, Zip: Tigard, OR, 97223 City, State, Zip: Tigard, OR, 97223 Phone /Fax: 503 - 267 -2607 Nearest Cross Street: SW 121st E -Mail: dJohnson @alumni.calpoly.edu 4. Development Activity (check all that apply) 6. Applicant Information • Addition to Single Family Residence (rooms, deck, garage) Name: David W Johnson ❑ Lot Line Adjustment ❑ Minor Land Partition Company: ❑ Residential Condominium ❑ Commercial Condominium Address: 11835 SW Carmen St ID Residential Subdivision (CI Commercial Subdivision ❑ Single Lot Commercial 1=1 Multi Lot Commercial City, State, Zip: Tigard, OR, 97223 Other Phone /Fax: 503-267-2607 E -Mail: dJohnson @alumnl.calpoly.edu 6. Will the project Involve any off -site work? ❑ Yes la No ❑ Unknown Location and description of off -site work 7. Additional comments or information that may - be needed to understand your project — -- This application does NOT replace Grading and Erosion Control Permits, Connection Permits, Building Permits, Ske Development Permits, DEQ 12004 Permit or other permits as issued by the Department of Environmental Quality, Department of State Lands andlor 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 Owners authorized agent or representative, acknowledges and agrees that employees of Clean Water Services have authority to enter the project site at all reasonable times for the purpose of inspecting project site conditions and gathering Information related to the project site. I certify that I am familiar with the Information contained in this document, and to the best of my knowledge and belief, this information Is true, complete, and accurate. Print/ Type Name David W Johnson Print/Type Title ONLINE SUBMITTAL Date 8/10/2011 FOR DISTRICT USE ONLY ❑ 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 LETTER. If Sensitive Areas exist on the site or within 200 feet on adjacent properties, a Natural Resources Assessment Report /may also be required. 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 if they are subsequently discovered. This document will serve as your Service Provider letter as required by Resolution and Order 07.20, Section 3.02.1. All required permits and approvals must be obtained and completed under applicable local, State, and federal law. ❑ Based on review of the submitted materials 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 sensitive areas if they are subsequently discovered. This document will serve as your Service Provider letter as required by Resolution and Order 07 -20, Section 3.02.1. All required permits and approvals must be obtained and completed under applicable local, state and federal law. ❑ This Service Provider Letter is not valid unless 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 PROVID LETTER IS REQU • ED. - Reviewed b ' u _ - .' Date g/ l err 2550 SN Hillsboro Highway • Hillsboro. Oregon 97123 • Phone: (503) 681 -5100 • Fax (503) 681-4439 • vrww .cleanwaterservices.org