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2008, 08-12 Permit App: 08002892 Addition GarageProject Number: 08002892 Inv: 1 Application Date: 8/12/2008 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit SiteAddress: 7717 E MARIETTA AVE Location:: CSV Zoning: R-4 SF Res Urban District Water District: 002 ORCHARD AVENUE Area: 20,592 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Owner: Name: BUTLER, VINCENT C & KAREN G Address: 7717 E MARIETTA AVE SPOKANE, WA 99212-2242 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Originally Released: 7/25/2008 By: tmelbourn Septic Sys Review Released By: Originally Released: 7/29/2008 By: LHALSEY Landuse/Zoning/HE Conditions Released By: Originally Released: Permits: 7/25/2008 By: mpalaniuk Operator: JD Printed By: jmm Print Date: 8/12/2008 Project Number: 08002892 Inv: 1 Application Date: 8/12/2008 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: OWNER Description CARPORT OP GARAGE Building Permit Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Grp Type Notes Sq Ft Valuation Sa Ft Valuation R-3 VB 108 $1,620.00 108 $1,620.00 U-1 VB 216 $4,104.00 216 $4,104.00 Totals: 324 $5,724.00 324 $5,724.00 Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes: Payment Summa Units Unit Desc Fee Amount 1 SELECT $125.25 1 SELECT $4.50 1 SELECT $50.10 Permit Total Fees: $179.85 Permit Type Fee Amount Invoice Amount Amount Paid Amount Owine Building Permit $179.85 $179.85 $0.00 $179.85 $179.85 $179.85 $0.00 $179.85 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: jmm Print Date: 8/12/2008 Permit Center PERMIT NUMBER: 2_9 2- $6@ne 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 PERMIT FEE: jValleyF (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org CDevelo ment m omumty p Residential Construction ❑ New Construction [Z Accessory Bldg Permit Application Addition/Remodel ❑ Deck Other: SITE ADDRESS: ASSESSORS PARCEL NO: 1 7 0Z tl ID1 ,;Z1 LEGAL DESCRIPTION: U b 14okoft-6 1. ,Ae} Ff r. t' -Lo 1.795:11=( a [ G`,;' E+ Building Owner: Name: Vimun-0,4,�AfeLi' Address:'•,/' F City: kl State: • ;U "'WA, , Phone• t, - Fax: Contact Person Name: b - Phone: � _ - the scope of work in detail: Proposed Use: Contractor: Name: Address: City: State: Zip: Phone: Fax: Contractor Lic No: Exp Date: City Business Lic. No: Cost of Project: $ **************Thn f^11nwina MiTCT hp rmmnlete- (write N/A if not applicable)********************** 111 . 1V11V HEIGHT TO PEAK: �"j -u DIMENSIONS: # OF STORIES: ' TOTAL HABITABLE SPACE: 82-X t $ �vX l�iIM MAIN FLOOR TO SQ. 2 NU FLOORS . FTG: UNFIN BASEMENT SQ. FTG: ' . IMPERVIOUS SURFACE FTG: '^ /.a +n / AREA: FINISHED BASEMENT GARAGE SQ. FTG: _ DE COV PA 9 S . FTG: 30% SLOPES ON n / I• SQ. FTG: I�S� rD-C)t 160e PROPERTY: V # OF BEDROOMS: CONSTR ON TYPE: HEA SOU SEWER OR SEPTIC? ©6V0 Q 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 c;;ep�o ssed. SIGNATURE;��` DATE: Method of Payment: ❑ Cash ❑ Check Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Mastercard ❑ VISA Expires: VIN#: isJ :J x)11 0' Spdlln�e� jValley CITY OF 11703 E Sprague Ave Suite B-3♦ Spokane Valley WA 99206 ♦ 509.688.0036 ♦ Fax: 509.688.0037 FX Completed Building and Mechanical Application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature and date. FX Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans with details, roof plan, framing plans and details. ❑X 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. FX Egress windows: Provide at least one window or exterior door approved for emergency escape or rescue from basement and in every room for sleeping. pX Floor framing details: Joist type, size, spacing and installation details. 17X Roof framing plan and details pX Furnace and hot water heater location MX All header locations: type, size and connections pX Foundation plan pX Insulation information ❑X Decks 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 n10 1117 04aitert q(l Ivp-, .ANNING DEPT. APPROVED Y. ATE: 717-V7-OOF —6 4 7,059 q()o fit t4 6 /V n10 1117 04aitert q(l Ivp-, .ANNING DEPT. APPROVED Y. ATE: 717-V7-OOF —6 4 7,059 q()o Spokane jUalley For City Use Only PLUS Project Number Project Address 7 '7 , -, r 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 ifyou haven't heardfrom 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 or -ro draf� \� E nrf hah 7117 WIGS rt 2 ►v 0 w 2006 ti r.F f�i y� ►v 0 w 2006 R602.10.6.1 Alternate braced wall panels. Alternate braced wall panels constructed in accordance with one of the following provisions shall be permitted to replace each 4 feet (1219 mm) of braced wall panel as required by Section R602.10.4. The maximum height and minimum width of each panel shall be in accordance with Table 8602.10.6. 1. In one-story buildings, each panel shall be sheathed on one face with 3/8 -inch -minimum -thickness (9.5 mm) wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Table R602.3(1) and blocked at all wood structural panel sheathing edges. Two anchor bolts installed in accordance with Figure R403.l(1)shall be provided in each panel. Anchor bolts shall be placed in from each end of the panel a horizontal distance of one- fourth the panel width. Each panel end stud shall have a tie -down device fastened to the foundation, capable of providing an uplift capacity in accordance with Table R602.10.6. The tie -down device shall be installed in accordance with the manufacturer's recommendations. The panels shall be supported directly on a foundation or on floor framing supported directly on a foundation which is continuous across the entire length of the braced wall line. This foundation shall be reinforced with not less than one No. 4 bar top and bottom. When the continuous foundation is required to have a depth greater than 12 inches (305 mm), a minimum 12 -inch by 12 -inch (305 mm by 305 mm) continuous footing or turned down slab edge is permitted at door openings in the braced wall line. This continuous footing or -turned down slab edge shall be reinforced with not less than one No. 4 bar top and bottom. This reinforcement shall be lapped 15 inches (381 mm) with the reinforcement required in the continuous foundation located directly under the braced wall line. �. In the mast stark of twastcr� build'._; .,act: braced wall panel shall be in accordance with Item 1 above, except that the following: 2.1 The wood structural panel sheathing shall be provided on both faces; 2.2 Sheathing edge nailing spacing shall not exceed 4 inches on center; and 2.3 Anchor bolts shall be placed at the center of the panel width and in from each end of the panel a horizontal distance of one-fiftb the panel width (three total). Strap capacity per Table Footing per R403.1.4 — Tie downs installed in accordance w manufacturer (2) Anchor bolts — 1/2 -inch diameter — at one quarter points DETAILS OF BRACED WALL PANEL WITH HOLD DOWNS ALTERNATIVE (DETAIL FOR SECTION R602.10.6.1) TABLE 8602.10.6 MINIMUM WIDTHS AND TIE -DOWN FORCES OF ALTERNATE BRACED WALL PANELS Min. 3/8" (10 mm) wood structural panel sheathing attached with 8d (0.131" x 2.5") nails at 6" o.c. at panel edges and 12" o.c. in field Minimum 12'x 12" footing or turned down slab at opening, if any. Reinforced with #4 bars top and bottom. SEISMIC DESIGN CATEGORY AND WINDSPEED TIE -DOWN FORCE (lb) HEIGHT OF BRACED WALL PANEL Sheathed Width 8 ft. 2' - 4" 9 ft. 2'- B" 10 ft. 2' - 8" 11 ft. 3' - 2" 12 ft. 3' - 6" SDC A, B, and C R602.10.6.1, Item 1 1800 1800 1800 2000 2200 Windspeed < 110 mph R602.1 0.6. 1, Item 2 3000 3000 3000 3300 3600 10 fnv-,� ay" oco" City or BPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Spmgu_ Avenue a1 DS, Spokane VaDay, Wash7hgton 59206 - Tel 5D9-68Z-DDS6 - Fax SDS-oBS-D037 Fonoming is a typical aws-s_c5on far a residential garage. it rrzy not represent the proposed project If you are using t3zs detail as a por5on of your plan submit[, please nmplete the requested hfommGon h -the b= provided on both sides of this sheat TNs completes sheek along with any addi5oral information nails to be submhisd with your aplucakn and be on site at the rime of h.specson. PROTcGT70N AND OPENINGS SETWEEN DWELLINGS; AND PRIVATE GARAGES SHALL HAVE: 1 j MATERIALS APPRO'YED FOR 014E HOUR FIRE REStST1VE CONSTRUCTION ON THE GARAGE SIDE-- - SW 'TYPE W GYP SQARD 0.1ASITABLE SPACE ABOVE) - V2' GYP BOARD (RESIDENCElATTIC, FLOORICEILING) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THW41 US, OR 2D MINUTE FIRE RATED DOORS. NOTE Diagonal Ovral bracing required on Each comer and every 2S feet of wafL Wafts within 3 feet of a property tine or within S feet of a duw_6mg must be 1 hour rated. (yr type x gypsum sheatiing on both sides of waF). Openings are not pam itted in 1hess wafts. Garages over 3,DDD sq. ft. require prot►c5on when closer 0 -an 20 feet to the property Gne. Parapets may be rewired. ALTERNATE FOUNDATION FOR :" ACCESSORY BUILDINGS FROM " _ D TRUSS OR aoa SQ. Fr. To sono MFT. �'r, - JOAORTA AND SP94G �,. tee'- Z3H �a b c. SECTION A -A MA,`M tk 4: x% s -r, N 4 ROOFING MATERIAL *AtIJ IS# ROOFING PAPER Kb� I ROOF SHEATHING • r ,. ' .. •Jwk ' ri DOUBLE TOP PLATE — • • r I WAHMGHT��4 IL • = BETWEEN.TRUSSES 24" MIN. (2}�4 REBAR ?(�,WALL SHEATHING 2c SIDING PRESSURE TREATED SOLE PLATE • a .4 ..• ... F ( 3-12' CONCRETE SLAB • �• .1 6" MIN. 6'"MIR • '.•���.' •. 24"MIN. • ® ANCHOR BOLTS 24" MIN. : .•�s, - 6' MIN. ; - 12'x9' MIN. . •.. (7' INTO CONCRETE) _ S' O. C. OR APPROVED REBAR / SIX 12" ANCHOR INSTALLED FOOTING PER MANUFACTURER. %A LL -y GI0(.-T-e-D C-uIt WALL- FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: GARAGE OPENING AND HEADER SIZE INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. 4 WIDTH y l [ I CONCRETE TO COMPLY TO IRC TABLE 404.1.1 (1) I I I � t tt I FOUNDATION -WALLS -(,00 # PSI ` t I SLABS, GARAGES, CA ORTS & PORCHES - �5' # PSI A I I = I I ALL FOOTINGS MUST BJ CONTINUOUS u' ! 1 J I I I 1 %J I I - - . 4 . - w e n - .- -*/t 'fJ . ry .9 L' �(J _ f !�`� l 1.� (�.� y 11 I Please note that while every efrort is made to assure the accuracy of the informa5on contained in this brochure is not warranted for a=racy. This document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your invesbgation. 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. 8602.1.0:4 Brace Wall Panel min. 48 in.— 96 in. 8602.10:6.1 Alternate Brace Wall Panel min.28in.-42in. - R602.10.6.2 Alternate Brace Wall Panel min.l6in.-24in. Engineered Shear Wall Bracing A See details House wall 18" minimum width __*4 I� Existing `�x 1 rafters c Existing wall 0 iring .hing L Wter size ,2, x �- ;pacing Ix blocking — Beam size Z� x-, Post size q x (4 x 4 minimum) spacing_ (6 x 6 recommended) Pre-engineered bracket DES I(,NC-D Fol LIPu r7 2-11" minimum depth Existing Continuous 2x ledger wall anchor ,by lag screws z �7 "oG Approved hanger r-- New rafter L Bracing required L Approved metal bracing ROOF -CEILING CONSTRUCTION R802.1.3.4 Interior applications. Interior fire -retar- dant -treated wood shall have a moisture content of not over 28 percent when tested in accordance with ASTM D 3201 procedures at 92 percent relative humidity. Interior fire -retardant -treated wood shall be tested in accordance with Section R802.1.3.2.1 or R802.1.3.2.2. Interior fire -retardant -treated wood designated as Type A shall be tested in accordance with the provisions of this sec- tion. R802.1.3.5 Moisture content. Fire -retardant -treated wood shall be dried to a moisture content of 19 percent or less for lumber and 15 percent or less for wood structural panels before use. For wood kiln dried after treatment (KDAT) the kiln temperatures shall not exceed those used in kiln drying the lumber and plywood submitted for the tests described in Section R802.1.3.2.1 for ply- wood and R802.1.3.2.2 for lumber. R802.1.4 Structural glued laminated timbers. Glued laminated timbers shall be manufactured and identified as required in AITC A190.1 and ASTM D 3737. R802.1.5 Structural log members. Stress grading of struc- tural log members of nonrectangular shape, as typically used in log buildings, shall be in accordance with ASTM D 3957. Such structural log members shall be identified by the grade mark of an approved lumber grading or inspection agency. In lieu of a grade mark on the material, a certificate of inspection as to species and grade issued by a lum- ber -grading or inspection agency meeting the requirements of this section shall be permitted to be accepted. R802.2 Design and construction. The framing details required in Section R802 apply to roofs having a minimum slope of three units vertical in 12 units horizontal (25 -percent slope) r t f- �yibe designed and con- structed a�ce vit tns of this chapter and Figures R606.11(1), R606.11(2) and R606.11(3) or in accor- dance with AFPA/NDS. Components of roof -ceilings shall be fastened in accordance with Table R602.3(1). R802.3 Framing details. Rafters shall be framed to ridge board or to each other with a gusset plate as a tie. Ridge board shall be at least 1 -inch (25 mm) nominal thickness and not less in depth than, the cut end of the rafter. At all valleys and hips there shall be'a valley or hip rafter not less than 27inch (51 mm) A6tninal lhicMess-arid not less in depth'than the cut end of the rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distrib- ute the specific load at that point. Where the roof pitch is less than three units vertical ins horizontal (25 -percent slope), structural members that support rafters and ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. R802.3.1 Ceiling joist and rafter connections. Ceiling joists and rafters shall be nailed to each other in accordance with Table R802.5.1(9), and the rafter shall be nailed to the top wall plate in accordance with Table R602.3(1). Ceiling joists shall be continuous or securely joined in accordance with Table R802.5.1(9) where they meet over interior parti- tions and are nailed to adjacent rafters to provide a continu- ous tie across the building when such joists are parallel to the rafters. Where ceiling joists are not connected to the rafters at the top wall plate, joists connected higher in the attic shall be installed as rafter ties, or rafter ties shall be installed to pro- vide a continuous tie. Where ceiling joists are not parallel to rafters, rafter ties shall be installed. Rafter ties shall be a minimum of 2 -inch by 4 -inch (51 mm by 102 mm) (nomi- nal), installed in accordance with the connection require- ments in Table R802.5.1(9), or connections of equivalent capacities shall be provided. Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with accepted engineering practice. Collar ties or ridge straps to resist wind uplift shall be connected in the upper third of the attic space in accordance with Table R602.3(1). Collar ties shall be a minimum of 1 -inch by 4 -inch (25 mm by 102 mm) (nominal), spaced not more than 4 feet (1219 mm) on center. R802.3.2 Ceiling joists lapped. Ends of ceiling joists shall be lapped a minimum of 3 inches (76 mm) or butted over bearing partitions or beams and toenailed to the bearing member. When ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in accordance with Table R602.3(1) and butted joists shall be tied together in a manner to resist such thrust. R802.4 Allowable ceiling joist spans. Spans for ceiling joists shall be in accordance with Tables R802.4(1) and R802.4(2). For other grades and species and for other loading conditions, refer to the AF&PA Span Tables for Joists and Rafters. R802.5 Allowable rafter spans. Spans for rafters shall be in accordance with Tables R802.5.1(1) through R802.5.1(8). For other grades and species and for other loading conditions, refer to the AF&PA Span Tables for Joists and Rafters. The span of each rafter shall be measured along the horizontal projection of the rafter. R802.5.1 Purlins. Installation of purlins to reduce the span of rafters is permitted as shown in Figure R802.5.1. Purlins shall be sized no less than the required size of the rafters that they support. Purlins shall be continuous and shall be sup- ported by 2 -inch by 4 -inch (51 mm by 102 mm) braces installed to bearing walls at a slope not less than 45 degrees from the horizontal. The braces shall be spaced not more than 4 feet (1219 mm) on center and the unbraced length of braces shall not exceed 8 feet (2438 mm). R802.6 Bearing. The ends of each rafter or ceiling joist shall have not less than 1'/2 inches (38 mm) of bearing on wood or metal and not less than 3 inches (76 mm) on masonry or con- crete. R802.6.1 Finished ceiling material. If the finished ceiling material is installed on the ceiling prior to the attachment of the ceiling to the walls, such as in construction at a factory, a compression strip of the same thickness as the finish ceiling material shall be installed directly above the top plate of bearing walls if the compressive strength of the finish ceil- ing material is less than the loads it will be required to with - 244 2006 INTERNATIONAL RESIDENTIAL CODE° PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITYcopy THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOP "� L G®MPLIANCE SPOKANEvk�_I_E" 1_ DIN DIVISION 0 -