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2009, 03-18 Permit App: 09000441 Cover for Patio
Project Number: 09000441 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/18/2009 Page 1 of 2 Project Information: Permit Use: NEW COVER FOR PATIO Contact: BEAR BUILDERS Address: 7705 S ASSEMBLY RD C - S - Z: SPOKANE WA 99224 Setbacks: Front Left: Right: Rear: Phone: (509) 217-2524 Group Name: Site Information: Project Name: Plat Key: 999999 Name: Range District: Nort Parcel Number: 45174.9004 Block: Lot: SiteAddress: 712 N HERALD RD Owner: Name: POLICHNAYA, ANNA Address: 712 N HERALD RD Location:: CSV SPOKANE, WA 99206-3890 Zoning: R-3 Water District: SF Res District Hold: 0 Area: .38 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Originally Released: 3/5/2009 By: RGUERRY Landuse/Zoning/HE Conditions Operator: JD Printed By: JD Released By: Print Date: 3/18/2009 Proj eCt Number: 09000441 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/18/2009 Page 2 of 2 Building Permit Contractor: BEAR BUILDERS Firm: BEAR BUILDERS Address: 7705 S ASSEMBLY Phone: (509) 869-4812 SPOKANE WA 99224 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation COV DECK R-3 VB PLAN 0 $4,000.00 0 $4,000.00 REVIEW FEE Item Description RESIDENTIAL PERMIT FEE WSBCC SURCHARGE SF PLNS RVW < 7999 SQ FT Totals: 0 $4,000.00 0 $4,000.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount $97.25 $4.50 $38.90 $140.65 Notes: F:s Z _ a.. l-,/,.WM-._ _Z-- -.; Payment Summary: maefOOMPAS. Permit Type Building Permit Fee Amount $140.65 $140.65 Invoice Amount $140.65 $140.65 Amount Paid Amount Owing $38.90 $101.75 $38.90 $101.75 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 3/18/2009 Spokane jUalley Site Address: 712 N HERALD RD Parcel Number: 45174.9004 Zoning: R-3 Fire District: FD 01 Project Transmittal City of Spokane Valley Community Development Department 11703 E. Sprague Ave, Suite B3 Spokane Valley, WA 99206 Phone: 509.688.0036 New project Previous pre -app meeting El Plan revisions Transmittal Date: Tuesday, February 24, 2009 Water District: Project Number: 09000441 Applicant: BEAR BUILDERS 7705 S ASSEMBLY RD SPOKANE WA 99224 (509) 217-2524 e-mail: Contact: BEAR BUILDERS 7705 S ASSEMBLY RD SPOKANE WA 99224 (509) 217-2524 e-mail: Contractor: BEAR BUILDERS 7705 S ASSEMBLY SPOKANE WA 99224 (509) 869-4812 Owner: POLICHNAYA, ANNA 712 N HERALD RD SPOKANE, WA 99206-3890 e-mail: Occupant: e-mail: Arch / Engineer: e-mail: Project NEW COVER FOR PATIO Description: Building Landuse Engineer Utilities Health Fire Dist Assessor applicatio r site pla n plan s 1 Please send all plan review and project comments via e-mail to the highlighted individuals. Spol�~ jUalley° For City Use Only PLUS Project Number r Uk_-k Project Address 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re -submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. ➢ Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. > Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date, please feel free to contact us if you haven 't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure, you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re - submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by the Permit Specialist at that time. WHITE -APPLICANT PINK - BUILDING FILE REV 9/07 Spokane . Valley Community Development Residential Construction Permit Application Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org PERMIT NUMBER: PERMIT FEE: New Construction Plc Addition/Remodel Other: n Accessory Bldg Deck SITE ADDRESS: '7 12 A /ler a lie/ R-0/ 3 ppt tj til`Q `t q Z0 6 ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: Name: Prw/ Al.fZviIAG>C?' ' Address: Z 7 as- $ /35 e Peg' Name: Anna f i� o Ii e A na Contractor Lic No: 8ExDate: --42663 9,3p�EP D► 3 / 2 //0 Q Address: 712_ Al a_sk `► e -e L t'r' get FINISHED BASEMENT SQ. FTG: City:r 5 PO o State:a/4 Zip:, ? Phone: Fax: HEAT SOURCE: Contact Person Name: Phone: P A U € i v -r 217 ZS -2-'1 Describe the cope of work in det il: p Remou.e ©(d `ZO4// ( 7 Po Tt? AP,/ SLrAST P7�f/FGQ' n€w Wilt" An 3 , Contractor: Name: Prw/ Al.fZviIAG>C?' ' Address: Z 7 as- $ /35 e Peg' City: S po �( 01 frte State: !j, Zip: Phone:( 3 q ) Z3.7. Z S z `x_ 5330%6 6 Contractor Lic No: 8ExDate: --42663 9,3p�EP D► 3 / 2 //0 Q City Business Lic. No: Q c T ^ 222 get 7/ 13` Oft Cost of Project: $ 4 O be,, �d ilea/ ' erHOLct crl4 Wa (Q a►sor IPM( dile T. Proposed Use: **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 2"D FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) T.'s City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinan es. '`Tans or additional information may be required to be submitted, and subsequently approved before this application can be pro SIGNATURE: Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Check DATE:Z/2 0/ 0 6% ❑ Mastercard ❑ VISA Expires: VIN#: N , S,o V CSN 2o' I 2 LI F10h-� • /5' ®,3% A�z� I SR, 712N NPertsi R0 ,gL See details House wall 1/8" GAP BE WEENSHEATHING Roofing material Sheathing 14144:Reafifrrcrrn 18" minimum width '7 05 P3 k 44 Rafter size A spacing I& " (LC 2x blocking Existing wall Existing rafters 2x blocking Nevrafter to existing bearing 1(:T/C( c (Jr Beam siz. 61/ix lo tt Post size L1 x Lf (4 x 4 minimum) spacing 71 (6 x 6 recommended) Pre-engi, leered bracket 1:16.51‘mr-r, Foe upu "minimum depth Existing wall Continuous 2x ledger anchor by lag screws tvi , I- (4 et i‘el, Approved hanger New rafter ROOF -CEILING CONSTRUCTION TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES d snow. oa d--30 sf c�itinn attached to rafters, L/D = 240 RAFTER SPACING (Inches) tu..,,i,.now SPECIES AND GRADE p DEAD LOAD = 10 psf DEAD LOAD = 20 psf 2x4 2x6 2x8 2x10 2x12 2x4 2x6 2x8 2x10 2x12 Maximum rafter spans' (feet - inches) (feet - inches) (feet - inches) (feet - inches) (feet - inches) (feet - Inches) (feet - inches) (feet - inches) (feet - inches) (feet - inches) Douglas fir -larch SS 9-1 14-4 18-10 24-1 Note b 9-1 14-4 18-10 24-1 Note b Douglas fir -larch #1 8-9 13-9 18-2 22-9 Note b 8-9 13-2 16-8 20-4 23-7 Douglas fir -larch #2 8-7 13-6 17-5 21-4 24-8 8-5 12-4 15-7 19-1 22-1 Douglas fir -larch #3 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8 Hem -fir SS 8-7 13-6 17-10 22-9 Note b 8-7 13-6 17-10 22-9 Note b Hem -fir #1 8-5 13-3 17-5 22-2 25-9 8-5 12-10 16-3 19-10 23-0 Hem -fir #2 8-0 12-7 16-7 21-0 24-4 8-0 12-2 15-4 18-9 21-9 12 Hem -fir #3 Southern pine SS 7-1 8-11 10-5 14-1 13-2 18-6 16-1 23-8 18-8 Note b 6-4 8-11 9-4 14-1 11-9 18-6 14-5 23-8 16-8 Note b Southern pine #1 8-9 13-9 18-2 23-2 Note b 8-9 13-9 18-2 22-2 Note b Southern pine #2 8-7 13-6 17-10 22-3 Note b 8-7 12-11 16-8 19-11 23-4 Southern pine #3 7-7 11-2 14-3 16-10 20-0 6-9 10-0 12-9 15-1 17-11 Spruce -pine -fir SS 8-5 13-3 17-5 22-3 Note b 8-5 13-3 17-5 22-3 Note b Spruce -pine -fir #1 8-3 12-11 17-0 21-4 24-8 8-3 12-4 15-7 19-1 22-1 Spruce -pine -fir #2 8-3 12-11 17-0 21-4 24-8 8-3 12-4 15-7 19-1 22-1 Spruce -pine -fir #3 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8 Douglas fir -larch SS 8-3 13-0 17-2 21-10 Note b 8-3 13-0 17-2 21-3 24-8 Douglas fir -larch #1 8-0 12-6 16-2 19-9 22-10 7-10 11-5 14-5 17-8 20-5 Douglas fir -larch #2 7-10 11-11 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2 Douglas fir -larch #3 6-2 9-0 11-5 13-11 16-2 5-6 8-1 10-3 12-6 14-6 Hem -fir SS 7-10 12-3 16-2 20-8 25-1 7-10 12-3 16-2 20-8 24-2 Hem -fir #1 7-8 12-0 15-9 19-3 22-3 7-7 11-1 14-1 17-2 19-11 Hem -fir #2 7-3 11-5 14-11 18-2 21-1 7-2 10-6 13-4 16-3 18-10 16 Hem -fir #3 Southern pine SS 6-2 8-1 940 12-9 11-5 16-10 13-11 21-6 16-2 Note b 5-6 8-1 8-1 12-9 10-3 16-10 12-6 21-6 14-6 Note b Southern pine #1 8-0 12-6 16-6 21-1 25-7 8-0 12-6 16-2 19-2 22-10 Southern pine #2 7-10 12-3 16-2 19-3 22-7 7-10 11-2 14-5 17-3 20-2 Southern pine #3 6-7 9-8 12-4 14-7 17-4 5-10 8-8 11-0 13-0 15-6 Spruce -pine -fir SS 7-8 12-0 15-10 20-2 24-7 7-8 12-0 15-10 19-9 22-10 Spruce -pine -fir #1 7-6 11-9 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2 Spruce -pine -fir #2 7-6 11-9 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2 Spruce -pine -fir #3 6-2 9-0 11-5 13-11 16-2 5-6 8-1 10-3 12-6 14-6 Douglas fir -larch SS 7-9 12-3 16-1 20-7 25-0 7-9 12-3 15-10 19-5 • 22-6 Douglas fir -larch #1 7-6 11-8 14-9 18-0 20-11 7-1 10-5 13-2 16-1 18-8 Douglas fir -larch #2 7-4 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6 Douglas fir -larch #3 5-7 8-3 10-5 12-9 14-9 5-0 7-4 9-4 11-5 13-2 Hem -fir SS 7-4 11-7 15-3 19-5 23-7 7-4 11-7 15-3 19-1 22-1 Hem -fir #1 7-2 11-4 14-4 17-7 20-4 6-11 10-2 12-10 15-8 18-2 Hem -fir #2 6-10 10-9 13-7 16-7 19-3 6-7 9-7 12-2 14-10 17-3 19.2 Hem -fir #3 Southern pine SS 5-7 7-8 8-3 12-0 10-5 15-10 12-9 20-2 14-9 24-7 5-0 7-8 7-4 12-0 9-4 15-10 11-5 20-2 13-2 24-7 Southern pine #1 7-6 11-9 15-6 19-7 23-4 7-6 11-9 14-9 17-6 20-11 Southern pine #2 7-4 11-5 14-9 17-7 20-7 7-1 10-2 13-2 15-9 18-5 Southern pine #3 6-0 8-10 11-3 13-4 15-10 5-4 7-11 10-1 11-11 14-2 Spruce -pine -fir SS 7-2 11-4 14-11 19-0 23-1 7-2 11-4 14-9 18-0 20-11 Spruce -pine -fir #1 7-0 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6 Spruce -pine -fir #2 7-0 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6 Spruce -pine -fir #3 5-7 8-3 10-5 12-9 14-9 5-0 7-4 9-4 11-5 13-2 (continued) 258 2006 INTERNATIONAL RESIDENTIAL CODE® ROOF -CEILING CONSTRUCTION TABLE R802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES id snow load=30 psf, ceiling attached to rafters LJA = 240) RAFTER SPACING ,.–_. DEAD LOAD =10 psf DEAD LOAD = 20 psf SPECIES AND GRADE 2x4 I 2x6 I 2x8 I 2x10 I 2x12 2x4 I 2x6 I 2x8 I 2x10 I 2x12 Maximum rafter spans' (feet- inches) (feet- inches) (feet- inches) (feet- inches) (feet- inches) (feet- inches) (feet- inches) (feet- inches) (feet- inches) (feet - inches) (inches) Douglas fir -larch SS 7-3 11-4 15-0 19-1 22-6 7-3 11-3 14-2 17-4 20-1 16-8 Douglas fir -larch #1 7-0 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 15-7 Douglas fir -larch #2 6-8 9-9 12-4 15-1 17-6 5-11 8-8 11-0 13-6 Douglas fir -larch #3 5-0 7-4 9-4 11-5 13-2 4-6 6-7 8-4 10-2 11-10 Hem -fir SS 6-10 10-9 14-2 18-0 21-11 6-10 10-9 13-11 17-0 19-9 Hem -fir #1 6-8 10-2 12-10 15-8 18-2 6-2 9-1 11-6 14-0 16-3 Hem -fir #2 6-4 9-7 12-2 14-10 17-3 5-10 8-7 10-10 13-3 15-5 24 Hem -fir #3 Southern SS 5-0 7-1 7-4 11-2 9-4 14-8 11-5 18-9 13-2 22-10 4-6 7-1 6-7 11-2 8-4 14-8 10-2 18-9 11-10 22-10 pine Southern pine #1 7-0 10-11 14-5 17-6 20-11 7-0 10-6 13-2 15-8 18-8 Southern pine #2 6-10- 6-4 9-2 11-9 14-1 16-6 Southern pine #3 5-4 7- 1�11'(1 4-9 7-1 9-0 10-8 12-8 Spruce -pine -fir ine-fir SS 6-8 10- 1 0 1 6-8 10-5 13-2 16-1 18-8 Spruce -pine -fir #1 6-6 9-9 12-4 15-1 17-6 5-11 8-8 11-0 13-6 15-7 Spruce -pine -fir #2 6-6 9-9 12-4 15-1 17-6 5-11 8-8 11-0 13-6 15-7 Spruce -pine -fir #3 5-0 7-4 9-4 11-5 13-2 4-6 6-7 8-4 10-2 11-10 Check sources for availability of lumber in lengths greater than 20 feet. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479kPa. a. The tabulated rafter spans assume that ceiling joists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters on the bearing walls, such as rafter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be multiplied by the factors given below: f/ Rafter Span Adjustment Factor 1/3 0.67 1/4 0.76 1/5 0.83 1/6 0.90 1/7.5 or less 1.00 where: Hc = Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls. HR = Height of roof ridge measured vertically above the top of the rafter support walls. b. Span exceeds 26 feet in length. WK1�lle REVIEW FOR OMPUANCE SP, V • 41 ) UILDING DIVISION r / CITY COPY