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2008, 04-10 Permit App: 08001298 Garage Project Number: 08001298 Inv: 1 Application Date: 4/10/2008 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: NEW 20 X 24 GARAGE Contact: Larry Heller Address: 15218 E 4TH C-S-Z: SPOKANE VALLEY WA 99037 Setbacks:Front Left: Right: Rear: Phone: (509)928-1880 Group Name: Site Information: Project Name: a f ern..:. fir._!. .43r.,,,.snx`zs .,. 0.4 oSIOPrq 45"-..".'.x^C�' k 'R°rP` . t Z; ..: -.,,�a,,. as i°. dn,°^.P. '::+1^x17... Plat Key: Name: VERA District: East Parcel Number: 45231.1207 Block: Lot: SiteAddress: 15311 E 4TH AVE Owner:Name: BOWERS,DAVID E/ET AL Address: PO BOX 577 Location::CSV SPOKANE VALLEY,WA 99037 Zoning: MF-1 MF MDR District Water District: 010 VERA Hold: ❑ Area: 16,698 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review In ormation: � , Review Building Plan Review Released By: Originally Released: 4/9/2008 By: JLMain Landuse/Zoning/HE Conditions Released,By: Originally Released: 4/9/2008 By: kkendall Operator: jmm Printed By: jmm Print Date: 4/10/2008 Project Number: 08001298 Inv: 1 Application Date: 4/10/2008 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 Sg Ft Valuation GARAGE U-1 VB 480 $9,120.00 480 $9,120.00 Totals: 480 $9,120.00 480 $9,120.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $181.25 ACCESSORY PLANS REVIEW 1 SELECT $45.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $231.06 Notes Payment Summary , a � Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing, Building Permit $231.06 $231.06 $0.00 $231.06 $231.06 $231.06 $0.00 $231.06 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: jmm Printed By: jmm Print Date: 4/10/2008 Scrrr mom" � 11703E Sprague Ave, Suite. B 3f D' _i PERMIT NUMBER: / 1 j pokane Spokane Valley; W.& 9920 _ Valle j68 PERMIT FEE: (509)688-�QB'.6,' FAX ��(S o8i37 49;00 Y www.s okanevalle (� 6 Communi Develo ment ty P Residential Construction , 'PE MAJT GENS New Construction ❑ Accessory Bldg Permit Application ❑ Addition/Remodel ❑ Deck Other: SITE ADDRESS: ASSESSORS PARCEL NO:-'-ZJ�/.• i K a LEGAL DESCRIPTION: Building Owner: DIMENSIONS: Name: /..:Z, v" Name: ' �,-,1- 4" Address: a Address:�a; City: State: Zip: City: jJ �#. State:a)(t Zip. q%,) r Phone: r; , f / — J y .,c� Fax: � V ,5-,,,,4- G0. / / ', FQY''t, Contact Person Name: Phone: 5o - - i N 8-- / JV yo Describe the scope of work in detail: Contractor: DIMENSIONS: Name: /..:Z, v" TOTAL HABITABLE SPACE: Address: a xs ;Z 54 City: State: Zip: Phone: Fax: Contractor Lic No: Exp Date: City Business Lic. No: Cost of Project: $ 4 Or a,44 h ev-) y 7-�v�Y cfo;z;W Proposed Use: /des / c(e m -,-e- �r **************The following MUST be complete: (write N/A if not annlicable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: n ,y xs ;Z 54 /(-)Q H r - MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: V?O AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON c - SQ. FTG: `/Q �-0/-" 1 PROPERTY: -- 0 1 # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? 'yam. ,2o /'7C - 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: IX Method of Payment ❑ Cash Bankcard #: Authorized Signature: REVISED 2/15/07 ;14111M 141 11.1) DATE: W- /0 — a dCJE ❑ Check ❑ Mastercard Z VISA Expires: VIN#: � 1 CITY OF 11703 E Sprague Ave Suite B-3♦ Spokane Valley WA 99206 apoxane jUalley@ ♦509.688.0036 ♦ Fax: 509.688.0037 M Completed Building and Mechanical Application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature and date. Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans with details, roof plan, framing plans and details. FX 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. MEgress windows: Provide at least one window or'exterior door approved for emergency escape or rescue from basement and in every room for sleeping. MFloor framing details: Joist type, size, spacing and installation details. 0 Roof framing plan and details MFurnace and hot water heater location MR All header locations: type, size and connections pR Foundation plan MInsulation information MDecks 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 Spokane jUalley For City Use Only PLUS Project Number Project Address 11703 E Sprague Ave Suite B-3 0 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 Proiect 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 T EYist%hC> Cove.YJ } I 0 L -L -S fo t 4G�91, L6� I> 7, New 22' Drive µjay ao8 New Lot 1J-- pe.iL�G MF -I 7-av, h& 207 �n{ MR 1 zah, r G h Xr5�/N�6 inati0 .Z 1.5 311 E 34 30 � Gar0.�e ab, 31� 2Dr,ve-WO-y i / EXIStiher PLA fla.N 1e x z* PNH1Fo ON No. 1 C CLURMOM FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: GARAGE OPENING AND HEADER SIZE: C2-) 14 E'4 4-'-) I-DO— INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. MMUM-M.- - 11 R602.10.4 Brace Wall Panel min. 48 in.— 96 in. R602.10.5 Continuous Wood Structural Panel Sheathing R602.10.6.1 Alternate Brace Wall Panel min.28in.-42in. IBC 2305 Engineered Shear Wall Bracing A z LU t 7 Please note that while every effort is made to assure the accuracy of the information contained in this brochure is not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your Investigation. For detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the appropriate division. FIGURE 1 NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation �s ' egments) OR ,, ..a.: Extent of header (one braced wall segment) ----� 1 \— Foundation per code Sheathing filler if needed 16d sinker nails in 2 rows @ 3' o.c. 1000 Ib header - to -jack -stud strap on both sides of opening (Ref. No. LSfA24) 318' min. thickness wood structural panel sheathing TABLE R602.10.5 LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALL', °,` Not to scale MINIMUM LENGTH OF BRACED WALL PANEL (inches) MAXIMUM OPENING HEIGHT NEXT TO THE BRACED WALL PANEL (% of wall height) = � � .fix-- �-~ ���:�,-� ��• � �,; 54 60 100 32 36 40 85 24 27 30 I N- IN- ;1,,.._. ,. 2' to 18 (finished width) , (fi u 7 heo#higsjo header with Top plate 8d common no in 3' grid continuity is , pattern as shown and 3' o.c. in required per. all framing (studs and sills) typ. 8602 3.2 .. strap If, on p e n i n g es of o (install on backside as shown on ' Max.. Side Elevation, Ref. No. LSiA24) height Min. (2) 2x4 F If panel splice is needed B shall Braced wall occur within 24' of mid -height. segment per R602.10.5 .,: Blocking is not required. F Min, width based on 6:1 No. of height -to -width ratio: For jack scuds „y3 per table w 20' for 10' height, etc 8502,5(1 8,2) �+ XUl 6',. plflte,iwasher=-, ... v 1 \— Foundation per code Sheathing filler if needed 16d sinker nails in 2 rows @ 3' o.c. 1000 Ib header - to -jack -stud strap on both sides of opening (Ref. No. LSfA24) 318' min. thickness wood structural panel sheathing TABLE R602.10.5 LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALL', °,` Not to scale MINIMUM LENGTH OF BRACED WALL PANEL (inches) MAXIMUM OPENING HEIGHT NEXT TO THE BRACED WALL PANEL (% of wall height) 8 -foot wall 9 -foot wall 10 -foot watt 48 54 60 100 32 36 40 85 24 27 30 65 For SI: 1 inch= 25.4 mm, 1 foot= 305 mm, 1 pound per square foot= 0.0479kPa. a. Linear interpolation shall be permitted. b. Full -height sheathed wall segments to either side of garage openings that support light frame roofs only, with roof covering dead loads of 3 psf or less shall be per- mitted ermitted to have a 4:1 aspect ratio. C. 16d NAIL AT 12 IN. O.C. 8d NAIL AT 6IN. O.C. (ALL PANEL EDGES) 16d NAIL AT 12 IN. D.C. For SI: l inch = 25.4 mm. Gypsum board nails deleted for clarity. ORIENTATION OF STUD MAY VARY. SEE FIGURE R602.3(2) GYPSUM WALL BOARD INSTALLED IN ACCORDANCE WITH CHAPTER 7 8d NAIL AT 12 IN. D.C.ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (a) OUTSIDE CORNER DETAIL WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH TABLE 8602.30) ORIENTATION OF STUD MAY VARY. SEE FIGURE R602.3(2) GYPSUM WALL BOARD INSTALLED IN ACCORDANCE WITH CHAPTER 7 (INTERIOR) WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH TABLE R602.30) 8d NAIL AT 6 IN. O.C. ALL FRAMING MEMBERS AT PANEL EDGES AND 12 IN. D.C.ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (b) INSIDE CORNER DETAIL FIGURE R602.10.5 TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL PANEL SHEATHING; SHOWING REQUIRED STUD -TO -STUD NAILING R602.10.6.2 Alternate braced wall panel adjacent to a door or window opening. Alternate braced wall panels constructed in accordance with one of the following pro- visions are also permitted to replace each 4 feet (1219 mm) of braced wall panel as required by Section R602.10.4 for use adjacent to a window or door opening with a full-length header: In one-story buildings, each panel shall have a length of not less than 16 inches (406 mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with a single layer of 3/8 -inch -minimum -thickness (10 mm) wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Figure R602.10.6.2. The wood structural panel sheathing shall extend up over the solid sawn or glued -laminated header and shall be nailed in accordance with Figure R602.10.6.2. Use of a built-up header consisting of at least two 2 x 12s and fastened in accordance with Table R602.3(1) shall be permitted A spacer, if used, shall be placed on the side of the built-up beam opposite the wood structural panel sheathing. The header shall extend between the inside faces of the first full-length outer studs of each panel. The clear span of the header between the inner studs of each panel shall be not Iess than 6 feet (1829 mm) and not more than 18 feet (5486 mm) in length. A strap with an uplift capacity of not less than 1000 pounds (4448 N) shall fasten the header to the side of the inner studs opposite the sheathing. One anchor bolt not less than 5/s -inch -diameter (16 mm) and installed in accordance with Section R403.1.6 shall be installed in the center of each sill plate. The studs at each end of the panel shall have a tie -down device fastened to the foundation with an uplift capacity of not less than 4,200 pounds (18 683 N). Where a panel is located on one side of the open- ing, the header shall extend between the inside face of the first full-length stud of the panel and the bear- ing studs at the other end of the opening. A strap with an uplift capacity of not less than 1000 pounds (4448 N) shall fasten the header to the bearing studs. The bearing studs shall also have a tie -down device fastened to the foundation with an uplift capacity of not less than 1000 pounds (4448 N). The tie -down devices shall be an embedded - strap type, installed in accordance with the manu- facturer's recommendations. The panels shall be supported directly on a foundation which is con- tinuous across the entire length of the braced wall line. The foundation shall be reinforced with not less than one No. 4 bar top and bottom. Where the continuous foundation is required to have a depth greater than 12 inches (305 mm), a .. ins�h�SliS;;,mm.,::1zvg05 mm) co faotis2gturne dotWtt°1a edge isTemiued,4rWoorE ca in..the braced- wall• us-footing-or,zt nedadown slab - v arwititttot°less°than �e3�io 4JwrAopAudJ)oUom*,This reinforcement shall be lapped not less than 15 inches (381 mm) with the reinforcement iequired in the continuous founda- tion located directly under the braced wall line. 2. In the first story of two-story buildings, each wall panel shall be braced in accordance with Item 1 above, except that each panel shall have alength of not less than 24 inches (610 mm). 18 X 20 PRINTED ON NO.100011 CLEABPRINr0 geo t55 vAt �\ Q /5311 E 3 o -10 6,0 o l rig G roa{I+n,.3 b¢ lay I Minimum depth for frost protection in the City of Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. CONCRETETO COMPI:YLTO IRC TABLE 404..1.1(1) scc .(e = /"-11 FOUNDATION. WALLS - 3000 # PSI SLABS,GARAGES,CARPORTS & PORCHES - 3500 # PSI ALL OOTINGtS MUST,BE CONI INUOOZ ct ° 9 1p0% i,. 3 6Ycr COM poSr?`toi'' R°° 0 1 /8" GAP b �� BET VEEN SHEATHING Sher f v>.c� fa 2x'/ env", 30#re/( ?Olt Ice Back 2x`r'8i°`k`r�. 16.65 Gr6w, .90 BrpO`: oa(to Sioke. . `}e.vi 2© �. trµrst5 ,Prris yahJ.. $Aec-1h 3r 1 /8" GAP BETWEEN SHEATHING ' N6,' ctls ccy., wir4 chfvs I O .L3L JIT'; !iiO CrvO flap 111 1.Zc+-a ar::: ✓eo oaC_. -. T ret ePc . ,�?- t:�!wV OAL- Ia rN r/, z r 'tier if-? :Z t 7' COYIGY�:I e. ) . z a wit `r.c-SII' 6k�6 X �1O$. 1n/: PAzordont Vieth r• `110. .;0OVi64 rtE Ocro ete'yRI/-salt vw�GYO bL hot boars t° , e 2°x7° sa rf pC: 7f � Si7 REVISIONS BY afl Drawn Job tie ua e Sheet n? Of Sheets PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TC FIELD INSPECTION CORRECTION REVIEW 61) F f= _ r O 'PL¢1NCE 9,POr NE VALLEY E;U LD(N SION APPROVED BY REVISIONS BY S�akaNe vc�IleY GVQ. 9 go3 7 Date y-?f=OR Scale Drawn /"i/� Job a Mir— Sheet d Of �,2 Sheets