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2008, 03-24 Permit App: 08000969 Garage Project Number: 08000969 Inv: 1 Application Date: 3/24/2008 Page 1 of 2 THIS IS NOT A PERM][T Penalties will be assessed for commencing work without a permit Project Information: _ Permit Use: NEW 20 X 28 GARAGE Contact: PROHASKA,ROBERT I Address: 4125 E BOONE AVE C-S-Z: SPOKANE,WA 99202-4510 Setbacks:Front Left: Right: Rear: Phone: (509)928-7698 Group Name: Site Information: Project Name: Plat Key: 001834 Name: OPPORTUNITY TR#01-354 District: Nort Parcel Number: 45172.1311 Block: 57 Lot: SiteAddress: 1009 N WOODRUFF RD Owner:Name: PROHASKA,ROBERT I Address: 4125 E BOONE AVE Location::CSV SPOKANE,WA 992024510 Zoning: R-3 SF Res District Water District: 011 MODERN Hold: ❑ Area: 21,974 Sq Ft Width: 72 Depth: 301 Right Of Way(ft): 40 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review In formation: .._. Review Building Plan Review Released_By: ' Originally Released: 3/21/2008 By: tmelbourn Landuse/Zoning/HE Conditions Released By: Originally Released: 3/20/2008 By: kkendall Permits: e..d,. afl -. ...... -. . ., M „ atrateWMEIMIRMENSP. Operator: jmm Printed By: JD Print Date: 3/24/2008 Project Number: 08000969 Inv: 1 Application Date: 3/24/2008 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sp Ft Valuation GARAGE U-1 VB 560 $10,640.00 560 $10,640.00 Totals: 560 $10,640.00 560 $10,640.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $195.25 ACCESSORY PLANS REVIEW 1 SELECT $48.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $248.56 Payment Summary: . newer, z :_.- V, Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $248.56 $248.56 $0.00 $248.56 $248.56 $248.56 $0.00 $248.56 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the ovvner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws andior 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: jmm Printed By: JD Print Date: 3/24/2008 Peuiut Center 1 C i c' Ccrry oe T� �_ 11703 E Sprague Ave, Suite B-3 PERMIT NUMBER:' 1 1 I JpO11Ane Spokane Valley, ? 9J �"(� BY PERMIT FEE: Vatter (509)688-0036 f _ o n_LEY www.spokanl�l�e�rg % Community Development SMR 1 I) LOOS Residential Construction poimij-cEf New_Construction Accessory Bldg Permit Application rtion/Remodel ❑ Deck Other: SITE ADDRESS: 1 O'D N► W DUO U r f`O OPPO,, N ,,y TT OF -357 S fly ASSESSORS PARCEL NO: 'i 5 7 2 < 13 11 LEGAL DESCRIPTION: OF c I/u 1=XC W ZO fl Ta m d N t Building Owners Contractor: Name: ©'6E - �2dv4 ysi51 rcAName: 3 A'M E Address: I 0 4 N 0002111+ �,D Address: City:Sc Kf N i )14-L Ni State: GO Zip:q g ZOb City: State: Zip: Phone: Fax: Phone: Fax: Contractor Lic No: Exp Date: Contact Person City Business Lic.No: Name: ,SAME Phone: Describe the scope of work in detail: Cost of Project: $ -gur LINvJ c A Q_A& Proposed Use: C/ACS- **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: ty` S Zg i N AMAIN FLOOR TO SQ. 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: N. A Al A AREA: N n FINISHED BASEMENT GARAGE S TG: s DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: 1`((a a N 14 PROPERTY: NO #OF BEDROOMS: CONSTRUCTIO TYPE: HEAT SOURCE: SEWER OR SEPTIC? 14 A WOOD riZA m INt SELOM 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) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances.6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. SIGNATURE: g0 I<ed .�-4014- DATE: Jam ) N R1 D g Method of Payment: 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 SCITY OF11703 E Sprague Ave Suite B-3♦ Spokane Valley WA 99206 po1ine ♦509.688.0036 ♦ Fax: 509.688.0037• Valle ® y © Completed Building and Mechanical Application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature and date. ❑X Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans with details, roof plan, framing plans and details. MX Show the height of any proposed buildings or accessory structures. �X Floor plan for each floor: Dimension to scale(minimum 1/8") and label each room (including sq footage of house and garage on plans) show each level of existing house and square footage of any additions. . © Egress windows: Provide at least one window or exterior door approved for emergency escape or rescue from basement and in every room for sleeping. MX Floor framing details: Joist type, size, spacing and installation details. © Roof framing plan and details MX Furnace and hot water heater location JAll header locations: type, size and connections ElFoundation plan ❑X Insulation information ElDecks and Stairway details All braced wall panel types: show locations and details of installation, including engineered design Smoke detector locations 22" x 30" attic access location 18" x 24" crawl space access One-hour separation detail: between house and garage PERMIT CENTER CITV' SpoOFkane Project Transmittal .go, Valley. 11703 E Sprague Ave. Suite B-3 Spokane Valley WA 99206 Phone: 509.688.0036 Fax: 509.688.0037 New Application/Pre-Application ❑ Provide one of'the ,following (REQUIRED FOR ACCEPTANCE): Response to Review Comments ❑ PLUS Project#: (i c7 L j Revisions to Application f Parcel Number: Other (Describe Below): ❑ Site Address: /-6• .' `i 1 1, /(-,t(cT t Gg1 ' Route to(Please check all that apply): Division #of Sheets/Type of Document/#of Copies Received by: VERIFIEDpITIAL S Building .�`. 'l 1 1 / Com-i.'LG PIC.' r. /j o / / / / ❑ QC Check by: / / 1 VERIFIED/INITIALS 111 Development Engineering / / o o I / QC Check by: I Planning F VERIFIED/I IALS / it( i. t-1( (( t .k„..) .J / ( , ) I `��t.� i)�c ,. . / o / / .�'+ t‘ / I QC Check by: / / VERIFIED/INITIALS ❑ SV Fire Department 0 I / / / 0 / / o 0 QC Check by: Project Contact Information: 11 Name: ‹... , •i-c._,-..1\t —15.� Phone: Email: Fax: Relationship to Project: ❑ Architect ❑ Engineer 0 Other Design Professional ❑ Contractor wner/Applicant EIF'HC BY DATE STAMP: CITY OF SPnKAJE VAL MAR ; ..)`2008 PERMIT CENTER . • PLANNING DEPT. APPROVED PLANNING D PT. a PPROVED BY: 0�� � BY. e�`.. Al. AA. DATE: 5/tea/Zo r DATE: : - If 14-P4ovc� MobipdAnroW ro. -rc4C PA-TE:1 Sfj$ios 8'-0" T 1009 N Woodruff 39'-0" 937 sq. ft. 8'-0" b 73'-0" A 4.5 New Garage Existing Barn -• 40' – 20 x 28 ---20'-0"—•-• N 416 sq. ft. 37'-0" # # AO % 10'-6" 4giatt. ..0 OP -'–\\ 301' Robert Prohaska Parcel Number: 45172.1311 1009 N Woodruff R 21,974.00 Square Feet Spokane Valley, WA 1 I For City Use Only CITY OF Spokane PLUS Project Number 'i-4/,a Project Address /a39 /2 600 /rag . Valley® 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. I v�i ,2sYour application review TARGET DATE is 7 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. 1 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 New project�X 1 Project Previous pre-app meeting 410.4.119\railtis Ar-Naryom Kane Transmittal mi tta1 Plan revisions 0 1 .....00Valley City of Spokane Valley Transmittal Date: Commucuty Development Wednesday,March 19,2008 Department 11703 E.Sprague Ave,Suite B3 Spokane Valley,WA 99206 Phone:509.688.0036 Site Address: 1009 N WOODRUFF RD Project Number: 08000969 Parcel Number: 45172.1311 Zoning: R-3 Water District: MODERN Fire District: FD 01 Applicant: PROHASKA, ROBERT I Owner: PROHASKA, ROBERT I 4125 E BOONE AVE 4125 E BOONE AVE SPOKANE, WA 99202-4510 SPOKANE, WA 99202-4510 (509) 928-7698 e-mail: e-mail: Contact: PROHASKA, ROBERT I Occupant: 4125 E BOONE AVE e-mail: SPOKANE, WA 99202-4510 (509) 928-7698 e-mail: lECENV L�Contractor: OWNER Arch/Engineer: IS ---D3D Ud ___-- nONG e-mail: Project NEW 16 X 28 GARAGE Description: Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION CONSTRUCTION PLANS a SITE PLAN TDS Please send all plan review and project comments via e-mail to the highlighted individuals. 96 in. R602.10.6.1 Alternate Brace Wall Panel min.28in.-42in. -24in. Engineered Shear Wall Bracing I .10" /Niti ( ) ZX!L 14 004- 4eirminio 1 I 10' wide double door 3' Door — 2 x 6 Double Header Ridge line 28'-0" j 10'wide double door -$1 iy C_J 2.5Cr Z. O I 1 Robert Prohaska 1009 N Woodruff Rd Spokane Valley, WA R602.10.6.2 Alternate braced wall panel adjacent to a door or window opening.Alternate braced wall panels full-length outer studs of each panel. The clear The tie-down devices shall be an embedded- constructed in accordance with one of the following pro- span of the header between the inner studs of each strap type,installed in accordance with the mann- visions are also permitted to replace each 4 feet(1219 panel shall be not less than 6 feet(1829 mm)and facturer's recommendations.The panels shall be mm) of braced wall panel as required by Section not more than 18 feet(5486 mm)in length.A strap supported directly on a foundation which is con- . R602.10.4 for use adjacent to a window or door opening with an uplift capacity of not less than 1000 tinuous across the entire length of the braced wall with a full-length header: pounds(4,1/18 N)shall fasten the header to the side line.The foundation shall be reinforced with not of the inner studs opposite the sheathing. One less than one No.4 bar top and bottom. 1. In one-story buildings, each panel shall have a anchor bolt not less than 5/s-inch-diameter (16 Where the continuous foundation is required to length of not less than 16 inches(406 mm)and a mm) and installed in accordance with Section have a depth greater than 12 inches(305 mm), a height of not more than 10 feet(3048 mm).Each p ) panel shall be sheathed on one face with a single R403.1.6 shall be installed in the center of each sill minimum 12-inch-by-12-inch (305 mm by 305 layer of 3/8-inch-minimum-thickness (10 mm) plate.The studs at each end of the panel shall have mm)continuous footing or turned down slab edge wood structural panel sheathing nailed with 8d a tie-down device fastened to the foundation with is permitted at door openings in the braced wall common or galvanized box nails in accordance an uplift capacity of not less than 4,200 pounds line.This continuous footing or turned down slab with Figure R602.10.6.2. The wood structural (18 683 N). edge shall be reinforced with not less than one No. panel sheathing shall extend up over the solid sawn Where a panel is located on one side of the open- 4 bar top and bottom.This reinforcement shall be or glued-laminated header and shall be nailed in ing,the header shall extend between the inside face lapped not less than 15 inches(381 mm)with the accordance with Figure R602.10.6.2. Use of a of the first full-length stud of the panel and the bear- reinforcement required in the continuous founda- built-up header consisting of at least two 2 x 12s ing studs at the other end of the opening.A strap non located directly under the braced wall line. and fastened in accordance with Table R602.3(1) with an uplift capacity of not less than 1000 pounds 2. In the first story of two-story buildings,each wall shall be permitted. A spacer, if used, shall be (4448 N) shall fasten the header to the bearing panel shall be braced in accordance with Item 1 placed on the side of the built-up beam opposite studs.The bearing studs shall also have a tie-down above,except that each panel shall have a length of the wood structural panel sheathing. The header device fastened to the foundation with an uplift not less than 24 inches(610 mm). shall extend between the inside faces of the first capacity of not less than 1000 pounds(4448 N). EXTENT OF HEADER I DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) r EXTENT OF HEADER SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) J▪i MIN.3"X 11.25' NET HEADER ,,r. f . . 6'TO18' IH �~�i •- • i.: •_ it'r,•I .i,• \� FASTEN TOP PLATE TO HEADER WITH TWO TYPICAL PORTAL _. ' "{' ROWS OF 16D SINKER NAILS AT 3"O.C.TYR 1000 LB FRAME ;Ii L . •1• E4+ —• ;,I� STRAP CONSTRUCTION •�• :i ; 1000 LB STRAP OPPOSITE SHEATHING -I' FOR A PANEL SPLICE •FASTEN SHEATHING TO HEADER WITH 8D COMMON OR (IF NEEDED),PANEL GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND EDGES SHALL BE MAX. '▪I• • 3"O.C.IN ALL FRAMING (STUDS,BLOCKING,AND SILLS)TYP BLOCKED,AND OCCURHEIGHT .1.1 . WITHIN 24"OF MID- 1LJ10' HEIGHT.ONE ROW OF .j•I j• MIN.WIDTH=16'FOR ONE STORY STRUCTURES TYP.SHEATHING-TO- FRAMING HEATHING-TO • • `. MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO FRAMING NAILING IS �' lit STORY STRUCTURES REQUIRED. •• •• .'.1 «--.�� IF 2X4 BLOCKING IS ' ` MIN.2x4 FRAMING MIN. USED,THE 2X4'S MUST .• ,j, 3/8"MIN.THICKNESS WOOD DOUBLE BE NAILED TOGETHER - .I. -: •I• STRUCTURAL PANEL SHEATHING 2x4 POST WITH316D SINKERS •• -1:_,.....----- MIN.4200 LB TIE-DOWN DEVICE(EMBEDDED INTO •• •• CONCRETE AND NAILED INTO FRAMING) MIN.1000 LB - •—• TIE DOWN ' --�. ��� 1 ' �' SEE SECTION R602.10.6.2 5,/8 r+^✓c,vort4 1301-r /#4 . , DEVICE II,� j ' Re.- k] ft o P * es rre:M OF F O is iV.4 t-1 004 WALL- ` I ` ` I , FIGURE R602.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING 140 2006 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION ORIENTATION OF STUD MAY VARY.SEE FIGURE R602.3(2) 16d NAIL AT 12 IN.O.C. GYPSUM WALL BOARD INSTALLED IN /ACCORDANCE WITH CHAPTER 7 'a11 — ,0111r N 8d NAIL AT 6IN.O.C. Bd NAIL AT 12 IN.O.C.ON ALL WOOD STRUCTURAL PANEL (ALL PANEL EDGES) FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE PANEL EDGES WITH TABLE R602.3(1) (a}OUTSIDE CORNER DETAIL ORIENTATION OF STUD MAY VARY.SEE FIGURE R602.3(2) GYPSUM WALL BOARD INSTALLED IN /ACCORDANCE WITH CHAPTER 7(INTERIOR) pit 11111 N 16d NAIL AT 12 IN.O.C. WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH TABLE R602.3(1) 8d NAIL AT 6 IN.O.C.ALL FRAMING MEMBERS AT PANEL EDGES AND 12 IN. 0.C.ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (b)INSIDE CORNER DETAIL For SI: 1 inch=25.4 mm. Gypsum board nails deleted for clarity. FIGURE R602.10.5 TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL PANEL SHEATHING; SHOWING REQUIRED STUD-TO-STUD NAILING I- / i A.(t/V (� F -r- Rafter 2 x 6 @ 16" ia----1 b Asphalt shingles Ay22Attic Axccess30ible Joist 2 x 10 @ 16" , iel Roof sheeting 7/16 osb Select Structural SOL-I ,Bt-oc14tA.1G OA_ (4.1.4pAtcovic r7c1 ,l double top plate wall height 8'5" 2 x 4 studs@16" I waferboard siding N1' rJ 3/5" W o00 5-r-Ac-c(.4im-L- S k+ A---r+-i %ti G, pressure treated sole plate ►1 anchor bolts 6'max spacing 6" �r-r��� ��� 'M�= Anchor Bolts-Min. '/2"x 9" f:off . . . with 7"concrete embedment at 6' o.c.and 12"from ends ) \{` � 0t of sill plates. j6 x 12 concrete footing 1-0.A131. c'_MluJ U Robert Prohaska 1009 N Woodruff Rd Spokane Valley,WA Minimum depth for frost protection in the City of FOUNDATION.WALLS-3000#PSI Spokane Valley is 24 inches measured from the bottom SLABS,GARAGES, CARPORTS of the footing to finish grade. Grade slope away from &PORCHES-3500#PSI building a minimum 6 inches in first 10 feet. ALL FOOTINGS MUST& CONTINUOUS CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEY BUILDING DIVISION