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2008, 08-11 Permit App: 08003107 Trusses, ReroofProject Number: 08003107 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/11/2008 Page 1 of 2 Project Information: Permit Use: NEW TRUSSES AND RE -ROOF Contact: REDL, JOHN A Address: 13323 E BOONE AVE C - S - Z: SPOKANE, WA 99216 Setbacks: Front Left: Right: Rear: Phone: (509) 230-5199 Group Name: Site Information: Project Name: Plat Key: Name: Range District: Nort Parcel Number: 45151.0104 Block: Lot: SiteAddress: 13323 E BOONE AVE Location:: CSV Zoning: MF -2 MF HDR District Water District: Area: 12,150 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Owner: Name: REDL, JOHN A Address: 13323 E BOONE AVE SPOKANE VALLEY, WA 99216 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Permits: Released By: Originally Released: 8/11/2008 By: tmelbourn Building Permit Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Description Gra lips Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB NEW 0 $1,500.00 0 $1,500.00 TRUSSES & REROOF Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Totals: 0 $1,500.00 0 $1,500.00 Units Unit Desc Fee Amount 1 SELECT $69.25 1 SELECT $4.50 1 SELECT $27.70 Permit Total Fees: $101.45 Operator: JD Printed By: jmm Print Date: 8/11/2008 Project Number: 08003107 Inv: 1 Application Date: 8/11/2008 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: OWNER Item Description TOILETSBIDETS SINKS SHOWERS DISH WASHERS CLOTHES WASHER MISCELLANEOUS FIXTURES Notes: Payment Summary: Permit Type Building Permit Plumbing Permit Plumbing Permit Firm: OWNER Phone: (000) 000-0000 Units Unit Desc 2 NUMBER OF 4 NUMBER OF 2 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF Fee Amount $12.00 $24.00 $12.00 $6.00 $6.00 $6.00 Permit Total Fees: $66.00 Fee Amount Invoice Amount Amount Paid Amount Owing $101.45 $101.45 $0.00 $101.45 $66.00 $66.00 $0.00 $66.00 $167.45 $167.45 $0.00 $167.45 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: 8/11/2008 Spokane jValleyL 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: if — 3 to 7 PERMIT FEE: New Construction Accessory Bldg Addition/Remodel Deck i Other: >1ew Trv sS ooof SITE ADDRESS: ) 3 32 5 E expor ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: DIMENSIONS: # OF STORIES: Name: ----.,3 r,. �e� MAIN FLOOR TO SQ. FTG: 2"" FLOOR SQ. FTG: Address: 1 3323 E 'goan P IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: City:koqne V �\ State: �P �% ,A ti Zip: 9,z16.9,z16.C7., Phone:C509. 2 -5lc,6 Fax: Fax: HEAT SOURCE: Contact Person Name: —.70V\ QeG�I Phone:C 509) 230-- S'Ici 5 Describe the scope of work in detail: Contractor: DIMENSIONS: # OF STORIES: Name: )OL vv\e_ MAIN FLOOR TO SQ. FTG: 2"" FLOOR SQ. FTG: Address: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: City: State: Zip: Phone: Fax: HEAT SOURCE: Contractor Lic No: Exp Date: City Business Lic. No: Cost of Project $ /Soo. 00 ore r1 eco 'rt"rL) SS a v�, re cb 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"" 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) 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: Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 7/15/07 ❑ Check El Mastercard Expires: DATE: ,' — l f - 200 ❑ VISA VIN#: *lane 11703 E Sprague Ave Suite B-3• Spokane Valley WA 99206 ♦ 509.688.0036 ♦ Fax: 509.688.0037 • Valle Y ❑X 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. ❑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. Egress windows: Provide at least one window or exterior door approved for emergency escape or rescue from basement and in every room for sleeping. ❑X Floor framing details: Joist type, size, spacing and installation details. ❑x Roof framing plan and details ❑X Furnace and hot water heater location ❑X All header locations: type, size and connections ❑X Foundation plan ❑X 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 (lil of l�l� .. Valley Community Development Plumbing Permit Application n Commercial 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: 9 Cji PERMIT FEE: Residential SITE ADDRESS: 13 32. 3 l� goor\e_ Building Owner Name: O k Q f ^ Phone: Z 3O "S J �f Fax: 1 332.3 //�� I IJUf`i r\e City: S�0 kane 00,1lpy State: ill4 Zip: 9/� q922/‘Address: Contractor / Name: Phone: Fax: Address: City: State: Zip: License No: City Business Lic: Contact Name: Phone: DESCRIPTION OF WORK # OF UNITS X COST TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS X $6.00 2 URINALS X $6.00 3 TUBS X $6.00 4 SHOWERS (PER TRAP) BATH, STALL, ON-SITE BUILT Z X $6.00 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT X $6.00 6 DISHWASHER X $6.00 7 CLOTHES WASHER 1 X $6.00 8 GARBAGE DISPOSAL X $6.00 9 WATER SOFTENER x $6.00 10 ELECTRIC WATER HEATER NOTE: IF GAS, SEE MECHANICAL X $6.00 11 FLOOR DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE X $6.00 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 13 FOUNTAINS, DRINKING X $6.00 14 WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X $6.00 15 SEWAGE EJECTOR GRINDER, SUMP PUMP X $6.00 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER X $6.00 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS X $6.00 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $6.00 19 MEDICAL GAS (per outlet) NITROUS, OXYGEN X $6.00 20 MISCELLANEOUS PLUMBING FIXTURE X $6.00 21 PRIVATE SEWAGE DISPOSAUSYS X $20.00 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 METHOD OF PAYMENT: ['CASH ❑ CHECK ❑ VISA ❑ MC Card# AUTHORIZED SIGNATURE: EXPIRES: VIN: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: Effective October 28, 2007 P:\Community Development\Forms\Building forms\Plumbing Permit Application.doc WASHINGTON STATE ENERGY CODE TABLE 6-2 PRESCRIPTIVE REQUIREMENT S°" FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazin Area' : `)/0 of Floor Glazin U -Factor Door 9 U -Factor ceilinn2 ° Vaulted Ceiling" wa1112 Above Grade Wall. int4 Below Grade Wall. ext4 Below Grade Floors SIab6 on Grade Vertical Overhead 1. 12% 0.35 0.58 0.20 R-38 R-30 R-21 int7 R-21 R-12 R-30 R-10 II.* 15% 0.35 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 III. 17% 0.32 0.58 0.20 R-38 R-30 R-19 + R-21 R-12 R-30 R-10 R-58 IV. 25% 0.35 0.58 0.20 R-38 / R-30 / R-21 R-15 R -I2 R-30 / R-10 / Group R-1 and R-2 U9.031 U=0.034 int7 / U=0.054 U=0.029 F=0.54 Occupancies Only V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 Group R-3 and R-4 R-58 Occupancies Only VI. Unlimited Group R-3 and R-4 0.30 0.58 0.20 R-49 or R-38 Adv R-38 R-21 int7 R-21 R-12 R-30 R-10 Occupancies Only VH. Unlimited 0.32 0.58 0.20 R-38 / R-30 / R-21 R-15 R-12 R-30 / R-10 / Group R-1 and R-2 U=0.031 U=0.034 int7 / U.054 U=0.029 F=0.54 Occupancies Only * Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1 -inch vented airspace above the insulation. Other single rafter or joist vaulted ceilings shall comply with the "ceiling" requirements. This option is limited to 500 square feet of ceiling area for any one dwelling unit. 4. Below grade walls shall be insulated eitber on the exterior to a minimum level of R-12, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default U -factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U -factor of U=0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U -factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. Effective July 1, 2007 WALL CONSTRUCTION TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa'b,` SPACING OF FASTENERS Joist to sill or girder, toe nail 3-8d (2-1/2" x 0.113") - 1" x 6" subfloor or less to each joist, face nail 2-8d (21/2" x 0.113") 2 staples, 13/4" - - 2" subfloor to joist or girder, blind and face nail 2-16d (31/2" x 0.135") - Sole plate to joist or blocking, face nail 16d (31/2" x 0.135") 16" o.c. Top or sole plate to stud, end nail 2-16d (31/2" x 0.135") - Stud to sole plate, toe nail 3-8d (21/2" x 0.113") or 2-16d (31/2" x 0.135") - Double studs, face nail 10d (3" x 0.128") 24" o.c. Double top plates, face nail 10d (3" x 0.128") 24" o.c. Sole plate to joist or blocking at braced wall panels 3-16d (31/2" x 0.135") 16" o.c. Double top plates, minimum 24 -inch offset of end joints, face nail in lapped area 8-16d (31/2" x 0.135') - Blocking between joists or rafters to top plate, toe nail 3-8d (21/2' x 0.113") - Rim joist to top plate, toe nail 8d (21/2" x 0.113") 6" o.c. Top plates, laps at corners and intersections, face nail 2-10d (3" x 0.128") - Built-up header, two pieces with 1/2" spacer 16d (31/2" x 0.135") 16" o.c. along each edge Continued header, two pieces 16d (31/2" x 0.135") 16" o.c. along each edge Ceiling joists to plate, toe nail 3-8d (21/2" x 0.113") - Continuous header to stud, toe nail 4-8d (21/2" x 0.113") - Ceiling joist, laps over partitions, face nail 3-10d (3" x 0.128") - Ceiling joist to parallel rafters, face nail 3-10d (3" x 0.128") - Rafter to plate, toe nail 2-16d (31/2" x 0.135") - 1" brace to each stud and plate, face nail 2-8d (21/2" x 0.113") 2 staples, 13/4" - - 1" x 6" sheathing to each bearing, face nail 2-8d (21/2" x 0.113") 2 staples, 13/4 - 1" x 8" sheathing to each bearing, face nail 2-8d (21/2" x 0.113") 3 staples, 13/4" - - Wider than 1" x 8" sheathing to each bearing, face nail 3-8d (21/2" x 0.113") 4 staples, 13/4' - - Built-up corner studs 10d (3" x 0.128") 24"o.c. Built-up girders and beams, 2 -inch lumber layers 10d (3" x 0.128") Nail each layer as follows: 32" o.c. at top and bottom and staggered. Two nails at ends and at each splice. 2" planks 2-16d (31/2" x 0.135") At each bearing Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-16d (31/2" x 0.135") 3-16d (31/2" X 0.135") - _ Rafter ties to rafters, face nail 3-8d (21/2" x 0.113") - Collar tie to rafter, face nail, or 11/4' x 20 gage ridge strap 3-10d (3" x 0.128") - (continued) 124 2006 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENERb' `•e SPACING OF FASTENERS Edges (inches)' Intermediate supports` a (inches) Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing 5/16 / 1/2' 6d common (2" x 0.113") nail (subfloor, wall) 8d common (21/2" x 0.131") nail (roof)f 6 12g 19/32" -1" 8d common nail (21/2" x 0.131") 6 12g 11/8"-11/4" 10d common (3" x 0.148") nail or 8d (21/2' x 0.131") deformed nail 6 12 Other wall sheathingh 1/2" structural cellulosic fiberboard sheathing 11/2" galvanized roofing nail 8d common (21/2" x 0.131") nail; staple 16 ga., 11/2" long 3 6 25/32" structural cellulosic fiberboard sheathing 13/4" galvanized roofing nail 8d common (21/2" x 0.131") nail; staple 16 ga., 13/4" long 3 6 1/2" gypsum sheathings 11/2" galvanized roofing nail; 6d common (2" x 0.131") nail; staple galvanized 11/2' long; 11/4" screws, Type W or S 4 8 5/8" gypsum sheathing' 13/4" galvanized roofing nail; 8d common (21/2' x 0.131") nail; staple galvanized 15/8" long; 15/8" screws, Type W or S 4 8 Wood structural panels, combination subfloor underlayment to framing 3/4" and less 6d deformed (2" x 0.120") nail or 8d common (21/2' x 0.131") nail 6 12 7/ "-1" s 8d common (21/2" x 0.131") nail or 8d deformed (21/7" x 0.120") nail 6 12 11/ "_l i/ " 8 4 10d common (3" x 0.148") nail or 8d deformed (21/2' x 0.120") nail 6 12 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; lksi = 6.895 MPa. a. All nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum aver- age bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7/16 -inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four -foot -by -8 -foot or 4 -foot -by -9 -foot panels shall be applied Vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For regions having basic wind speed of 110 mph or greater, 8d deformed (21/2' x 0.120) nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet maximum. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48 -inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheath- ing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. 2006 INTERNATIONAL RESIDENTIAL CODE® 125 • 6 y Lk 1. 3 20 hit 1(0" /1" /5' 7 ""xIZ t IIocr\5 F 5 ��I )S ib P Zx)Z TrL,SS -1'"z AvGI foe .14e,-- 11/4,1' 4-ICr 4/" Io" o 1 /8" GAP BE vVEEN SHEATHING Q ( ;Ce Sle ei 1,J 0,11 POUF 3 Oyeekr U�w,ehsic,.�.1 Sk',Ayle i , 13%y &-'P edy . L •I (rrpi►+1 9 dru.w 1 r\ -i.or 230__ si 9 9 ,.r� So r\ JO 1 1-tange: S. 3:S2.3r&nne -6-Dkcane vrkl�ey To g ee CEILING: `/z" GWB allowed if perpendicular to rafters or trusses 24" oc and no water based texture used — otherwise 5/8" GWB. Water -Resistive Barrier required under siding 7 Attie Ventilation 1 Sq Ft per every 300 Sq Ft of space ventilated with at least 50% in the upper portion of roof area. C - cc 7/it, ���� k -30 t\s;, ko.4►c;v-, e o 4 er t1I Z. -Ail w a-1 2a b % � ___- z Yy �-��, Pl-l-_s .01,41 ego 14 ll y 219„ 2 I2 �4. 1 5323 E Boone 3o�-one r vo`1� �ec� 23©5 9