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2007, 04-20 Permit App: 07001390 Remodel
Project Number: 07001390 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 4/20/2007 Page 1 of 2 Project Information: Permit Use: FINISH BASEMENT Setbacks: Front Left: Site Information: Plat Key: Right: Rear: Name: Range Contact: HUCK, PATTI & PAUL Address: 11520 E VALLEYWAY AVE C - S - Z: SPOKANE VALLEY, WA 99206 Phone: (509) 893-3062 Group Name: Project Name: Parcel Number: 45164.0407 Block: SiteAddress: 11520 E VALLEYWAY AVE Location:: CSV Zoning: UR -3.5 Water District: Area: 25,700 Sq Ft Nbr of Bldgs: 0 Review Information: Urban Residential 3.5 Width: 0 Nbr of Dwellings: 0 Lot: District: West Owner: Name: HUCK, PATTI & PAUL Address: 11520 E VALLEYWAY AVE SPOKANE VALLEY, WA 99206 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Permits: Contractor: OWNER Description Grp BASEMENT F R-3 Building Permit Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Tvne Notes Sa Ft Valuation Sq Ft Valuation VB FINISH 0 $2,000.00 0 $2,000.00 BSMT 1 BTH/1 BD Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Operator: JD Totals: 0 $2,000.00 0 $2,000.00 Units Unit Desc Fee Amount 1 SELECT $69.25 1 SELECT $4.50 1 SELECT $27.70 Permit Total Fees: $101.45 Printed By: JD Print Date: 4/20/2007 Project Number: 07001390 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 4/20/2007 Page 2 of 2 Contractor: OWNER Item Description TOILETSBIDETS SHOWERS Plumbing Permit Firm: OWNER Phone: (000) 000-0000 Units Unit Desc 1 NUMBER OF 3 NUMBER OF Permit Total Fees: Fee Amount $6.00 $18.00 $24.00 Notes: HOME PROFESSION PERMIT REQUIRED FOR "MDS AUTO DETAILING." LETTER SENT 9/19/05 Payment Summary: Permit Type Building Permit Plumbing Permit Fee Amount Invoice Amount $101.45 $101.45 $24.00 $24.00 Amount Paid $0.00 $0.00 Amount Owing $101.45 $24.00 $125.45 $125.45 $0.00 $125.45 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: JD Print Date: 4/20/2007 e j�alleyb Community Development Residential Construction Permit Application Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, \VA 99206 �('� HJI t (509)688-0036 FAX: (509)688-0037 www.spokanevallev.org AP .4wo, " I Il ( ;❑ 011, Construction ❑ Accessory Bldg -Addition/Remodel ❑ Deck ❑ Other: PERMIT NUMBER: 1,C1 0 PERMIT FEE: SITE ADDRESS: J / f LLEyw"1-7 ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: DIMENSIONS: Name: NAL cl 104.7.7_ 1 N kt, cr__ Address: ..46 , /ii -L -L W Ili Citysitl me , ,/ State: kik Zip: 901 Phone:.S 3 -- 3 549 Fax: Contact Person Name: /04wL tt Phone: in, 9_ 2/94,9— Describe O4 — Describe the scope of work in detail: Contractor: OW Nem DIMENSIONS: # OF STORIES: Name: MAIN FLOOR TO SQ. FTG: 2Nu 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: dost f Project: $ c96,06,Airi " /i✓ %.v/S N T.Y 7.7 ls1 /) 61(A me -AA 7 - 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: 2Nu 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 • • - sed. SIGNATUR Method of Payment: 0 Cash Bankcard #: Authorized Signature: REVISED 2/15/07 0 Check 71/ ❑ Mastercard Expires: DATE: 4/17 % �Q J ❑ VISA VIN#: Spokane Valley 11707 E Sprague Ave Suite 106 1 Spokane Valley WA 99206 509.921.1000 1 Fax: 509.921.1003 ♦ cityhall@spokanevaliey.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ 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. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18° X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Fumace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information Permit Center e , 11707 E Sprague Ave, Suite 106 �.FMalley Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevalley.org Plumbing Permit Application n Commercial PERMIT NUMBER: PERMIT FEE: Residential SITE ADDRESS: / /5J.0 6'. !I' fl- LY/ Ry Buildin• g ... .• Name: I Phone: Fax: s�,�u� L Pa ra Alit. C cr.-9 3 _� Viet Address: )/S-ao t, V4- j,/ Lt, C1tSp0.coi e- r /gam a, State: /g Zip: ! (i.._�`•+,/ �i�st Coutrador•-.( ./ Name: -©W/Ver- Phone: Fax: Address: City: State: Zip: License No: City Business Lic: ,// �.. "4L. Contact $ _,:.,� /[ r_y. -. .. . Name: Y„goat /7 ne_z_ Phone: Oen L 1306 2— DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS / X 56.00 = 6 00 2 URINALS X 56.00 = 3 TUBS X 56.00 = 4 SHOWERS (PER TRAP) BATH, STALL ON-SITE BUILT 3/2 X 56.00 = p0 5 SINKS IAVSBASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD; PREP/CULINARY MEAT X 56.00 = 6 DISHWASHER X 56.00 = 7 CLOTHES WASHER X 56.00 = 8 GARBAGE DISPOSAL X 56.00 = 9 WATER SOFTENER X 56.00 = 10 ELECTRIC HOT WATER TANK NOTE: IF GAS, SEE MECHANICAL X 56.00 = 11 FLOOR DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE X 56.00 = 12 ROOF DRAINS/OVERFLOW DRAINS X 56.00 = 13 FOUNTAINS, DRINKING X 56.00 = 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 56.00 = 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 56.00 = 19 MEDICAL GAS (per outlet) NITROUS, OXYGEN X 56.00 = 20 MISCELLANEOUS PLUMBING FIXTURE X $6.00 = 21 PRIVATE SEWAGE DISPOSAL/SYS X $20.00 = 22 INDUSTRIAL WASTE INTERCEPTOR • X $15.00 = METHOD OF PAYMENT: DCASH 0 CHECK 0 VISA 0 MC EXPIRES: Card# -------) VIN: / SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: AUTHORIZED SIGNA REVISED 826105 Permit Center Spokane 11707 E Sprague Ave, Suite 106 ......sV Spokane Valley, WA 99206 Voll71ey (509)688-0036 FAX: (509)688-0037 Community Development www sookanevallev,orr Mechanical Permit Application ❑ Commercial ❑ Residential PERMIT NUMBER: • PERMIT FEE: SITE ADDRESS: Bdilding Owner.- Name: Phone: Fax: Address: City', State: Zip: Contractor • Name: Phone: Fax: Address: City. State: Zip: License No: City Business Lie: Contact. ... Name: Phone: DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or Tess than 100,000 X $12.00 = 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 = 3 UNLISTED APPLIANCE (Additional Fee) Equal to or less than 400,000 X $50.00 = 4 UNLISTED APPLIANCE (Additional Fee) More than 400,000 X $100.00 = 5 USED APPLIANCE ('SEC min. AFUE rating) Equal to or less than 400,000 X $50.00 = 8 USED APPLIANCE (WSEC min. AFUE rating) More than 400,000 X $100.00 = 7 BOILER/REFRIGERATION 1 - 100M BTU X $12.00 = 8 BOILER/REFRIGERATION 101 - 500M BTU X $20.00 = 9 BOILER/REFRIGERATION 501 - 1,000M BTU X $25.00 = - 10 BOILER/REFRIGERATION 1,001 - 1,750M BTU X $35.00 = 11 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 = 12 GAS LOG, GAS INSERT, GAS FIREPLACE X $10.00 = 13 RANGE X $10.00 = 14 DRYER X $10.00 = 15 FUEL BURNING WATER HEATER X $10.00 = 16 MISC. FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING (each oullet) X $1.00 = 18 DUCT SYSTEMS X $10.00 = 19 VENTILATING FANS X $10.00 = 20 AIR HANDLER (DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 = 21 AIR HANDLER (DOES NOT include ducting) Greater than 10,000 CFM X $15.00 = 22 EVAPORATIVE COOLERS X $10.00 = 23 TYPE I HOOD X $50.00 = 24 TYPE II HOOD X $10.00 = 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 = 26 AIR CONDITIONER 3-15 TON X $20.00 = 27 AIR CONDITIONER 15-30 TON X 525.00 = 28 AIR CONDITIONER 30-50 TON X $35.00 = 29 AIR CONDITIONER More than 50 TON X $60.00 = 30 LPG STORAGE TANK X $10.00 = 31 WOOD OR PELLET STOVEANSERT X 510.00 = 32 WOOD STOVE - FREE STANDING X $25.00 = 33 REPAIR & ADDITIONS X 515.00 = 34 VENTILATION SYSTEMS X 512.00 = 35 VENTILATION MECHANICAL EXHAUST X 512.00 = 38 INCINERATOR -RESIDENCE X 519.00 = 37 INCINERATOR -COMMERCIAL X 522.00 = METHOD OF PAYMENT: DCASH 0 CHECK 0 VISA 0 MC EXPIRES: ("ACM A. VIN: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: • AUTHORIZED SIGNATURE: REVISED 526/05 FLOORS TABLE R502.5(1) GIRDER SPANS° AND HEADER SPANS° FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir -larch, hem -fir, southern pine and spruce -pine -fir° and required number of jack studs) GIRDERS AND HEADERS SUPPORTING SIZE GROUND SNOW LOAD (psi)* 30 50 Building width` (feet) 20 28 36 20 28 36 Span NJd Span NJ° Span NJ° Span NJ° Span NJ° Span NJ° Roof and ceiling 2-2x4 3-6 I 3-2 1 2-10 1 3-2 1 2-9 1 2-6 1 2-2x6 5-5 1 4-8 1 4-2 1 4-8 1 4-1 1 3-8 2 2-2x8 6-10 1 5-11 2 5-4 2 5-11 2 5-2 2 4-7 2 2-2x10 8-5 2 7-3 2 6-6 2 7-3 2 6-3 2 5-7 2 2-2x12 9-9 2 8-5 2 7-6 2 8-5 2 7-3 2 6-6 2 3-2x8 8-4 1 7-5 1 6-8 1 7-5 1 6-5 2 5-9 2 3-2x10 10-6 1 9-1 2 8-2 2 9-1 2 7-10 2 7-0 2 3-2x12 12-2 2 10-7 2 9-5 2 10-7 2 9-2 2 8-2 4-2x8 7-0 1 6-1 2 5-5 2 6-1 2 5-3 2 4-8 2 4-2x10 11-8 1 10-6 1 9-5 2 10-6 I 9-1 2 8-2 2 4-2x12 14-1 1 12-2 2 10-11 2 12-2 2 10-7 2 9-5 2 Roof, ceiling and one center -tearing floor 2-2x4 3-1 1 2-9 1 2-5 1 2-9 1 2-5 1 2-2 1 2-2x6 4-6 1 4-0 1 3-7 2 4-1 1 3-7 2 3-3 2 2-2x8 5-9 2 5-0 2 4-6 2 5-2 2 4-6 2 4-1 2 2-2x10 7-0 2 6-2 2 5-6 2 6-4 2 5-6 2 5-0 2 2-2x12 8-1 2 7-1 2 6-5 2 7-4 2 6-5 2 5-9 3 3-2x8 7-2 1 6-3 2 5-8 2 6-5 2 5-8 2 5-1 2 3-2x10 8-9 2 7-8 2 6-11 2 7-11 2 6-11 2 6-3 2 3-2x12 10-2 2 8-11 2 8-0 2 9-2 2 8-0 2 7-3 2 4-2x8 5-10 2 5-2 2 4-8 2 5-3 2 4-7 2 4-2 2 4-2x10 10-1 1 8-10 2 8-0 2 9-1 2 8-0 2 7-2 2 4-2x12 11-9 2 10-3 2 9-3 2 10-7 2 9-3 2 8-4 2 Roof, ceiling and one clear span floor 2-2x4 2-8 1 2-4 1 2-1 1 2-7 1 2-3 1 2-0 1 2-2x6 3-11 1 3-5 2 3-0 2 3-10 2 3-4 2 3-0 2 2-2x8 5-0 2 4-4 2 3-10 2 4-10 2 4-2 2 3-9 2 2-2x10 6-1 2 5-3 2 4-8 2 5-11 2 5-1 2 4-7 3 2-2x12 7-1 2 6-1 3 5-5 3 6-10 2 5-11 3 5-4 3 3-2x8 6-3 2 5-5 2 4-10 2 6-1 2 5-3 2 4-8 2 3-2x10 7-7 2 6-7 2 5-11 2 7-5 2 6-5 2 5-9 2 3-2x12 8-10 2 7-8 2 6-10 2 8-7 2 7-5 2 6-8 2 4-2x8 5-1 2 4-5 2 3-11 2 4-11 2 4-3 2 3-10 2 4-2x10 8-9 2 7-7 2 6-10 2 8-7 2 7-5 2 6-7 2 4.2x12 10-2 2 8-10 2 7-11 2 9-11 2 8-7 2 7-8 2 Raaf, Idling and two center -bearing floors 2-2x4 2-7 1 2-3 1 2-0 1 2-6 1 2-2 1 1-11 1 2-2x6 3-9 2 3-3 2 2-11 2 3-8 2 3-2 2 2-10 2 2-2x8 4-9 2 4-2 2 3-9 2 4-7 2 4-0 2 3-8 2 2-2x10 5-9 2 5-1 2 4-7 3 5-8 2 4-11 2 4-5 3 2-2x12 6-8 2 5-10 3 5-3 3 6-6 2 5-9 3 5-2 3 3-2x8 5-11 2 5-2 2 4-8 2 5-9 2 5-I 2 4-7 2 3-2x10 7-3 2 6-4 2 5-8 2 7-1 2 6-2 2 5-7 2 3-2x12 8-5 2 7-4 2 6.7 2 8-2 2 7-2 2 6-5 3 4-2x8 4-10 2 4-3 2 3-10 2 4-9 2 4-2 2 3-9 2 4-2x10 8-4 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 2 4-2x12 9-8 2 8-6 2 7-8 2 9-5 2 8-3 2 7-5 2 (continued) 90 2003 INTERNATIONAL RESIDENTIAL CODE® rs.k.wara TABLE R502.5(1) —continued GIRDER SPANS' AND HEADER SPANS' FOR EXTERIOR BEARING WALLS D las fir -larch helm -fir southern pine and spruce-pIne-fir° and required number of jack studs Imaz°mum GIRDERS AHD HEADERS SUPPORTING sym.a .w SIZE OUg GROUND SNOW LOAD (psf)' 30 60 Building Width' (teat) 20 28 36 20 23 36 Span NJ° Span NJ° Span NJ° Span NJ° Span HJ° Span Re Rocf ceiling and two clear spas oocr 2-244 2-1 1 1-8 1 3-6 2 2-0 1 1-6 1 1.5 2 2.2x6 3-1 2 2-8 2 2-4 2 3-0 2 2-7 2 2-3 2 2-24 3-10 2 3-4 3 3-0 3 3-10 2 3-4 2 2-11 3 2.2410 4-9 2 4-1 3 3-8 3 4-8 2 4-0 3 3-7 3 2-2x12 5-6 3 4-9 3 4-3 3 5-5 3 4-8 3 4-2 3 3-2x8 4-10 2 4-2 2 3-9 2 4-9 2 4-1 2 3-8 2 3-2x10 5-11 2 5-1 2 4-7 3 5-10 2 5-0 2 4-6 3 3.2x12 6-10 2 5-11 3 5-4 3 6-9 2 5-10 3 5-3 3 4-24 5-7 2 4-10 2 4-4 2 5-6 2 4-9 2 4-3 2 4-2x10 6-10 2 5-11 2 5-3 2 6-9 2 5-10 2 5-2 2 4-2x12 7-11 2 6-10 2 6-2 3 7-9 2 6-9 2 6-0 3 Por SI: 1 inch = 25.4 mm. I pound per square foot = 0.0479 kN/m2. a. Spans are given in feet and Inches. b. Tabulated values assume I/2 grade (umber. c. Building width is measured perpendicular to the ridge. For widths between those shown, spans are permitted to be interpolated. d. NJ - Number of jack studs required to support each end. Where the number of requited jack studs equals one, the beader is permitted to be supported by ad ap- proved framing anchor attached to the full -height wall stud and to the header. e. Use 30 psfground snow load for cases in which ground stow load is leu than 30 psf and the roof live load is equal to or less than 20 psf. 2003 INTERNATIONAL RESIDENTIAL CODE® 91 • ��rl� Stit kerne .000Vallet EMERGENCY ESCAPE AND RESCUE EGRESS WINDOW *Minimum 20" wide clear opening. *Minimum 24" high clear. opening *Minimum 5.7 sq ft openable area **5.0 sq ft minimum @ grade floor *Top of sill maximum of 44" above finished floor II -7- .- 20' CLEAR MIN MINIMUM SIZE WINDOW FOR 20 IN. CLEAR WIDTH 4V CLEAR SQL HEIGHT 44' MAX 10 34' CLEAR • • • i • • • OPENABLE AREA 5.7 SQ FT MIN (5.0 SQ FT MIN @ GRADE FLOOR) MINIMUM SIZE WINDOW FOR 24 IN. CLEAR HEIGHT 1 24' CLEAR MIN FLOOR Grade floor opening is a Window or other openings located such that the sill height of the opening is not more than 44" above or below the finished ground level adjacent to the opening. // i i i / • OPENABLE i AREA 5.7 SQ FT MIN x(5.0 SQ FT MIN CO GRADE FLOOR) • • • • • i • MINIMUM SIZE WINDOW FOR 20 IN. CLEAR WIDTH 4V CLEAR SQL HEIGHT 44' MAX 10 34' CLEAR • • • i • • • OPENABLE AREA 5.7 SQ FT MIN (5.0 SQ FT MIN @ GRADE FLOOR) MINIMUM SIZE WINDOW FOR 24 IN. CLEAR HEIGHT 1 24' CLEAR MIN FLOOR Grade floor opening is a Window or other openings located such that the sill height of the opening is not more than 44" above or below the finished ground level adjacent to the opening. WINDOW WELL *Minimum 36" x 36" *Minimum 9 sq ft clear floor area *Top of wall a maximum of 44" above the floor of the well *A guardrail is not required unless an exit way adjoins the well. *Provide drainage DEEP WELLS *If the top of the window well wall is more than 44" above the floor of the well, either a permanently fixed ladder or stair egress is required. *The ladder or stair may encroach a maximum of 6" into the required clear floor space. WINDOW WELL LADDER OR STAIR REQUIRED NET CLEAR DIMENSIONS WHEN FULLY OPENED TO PROVIDE 9 SQUARE FEET OF OPENING VII '//A\\v/1/ EMERGENCY ESCAPE OR RESCUE OPENING WITH FINISHED SILL HEIGHT BELOW ADJACENT GRADE LADDER EGRESS *At least 12" in width *Rungs not more than 18" on center *Minimum 3" toe space *Permanently fixed *Non-combustible *Shall extend to top of wall LADDER OR STAIR PERMITTED TO ENCROACH MAXIMUM OF 6 INCHES INTO REQUIRED DIMENSIONS-� \\V/// \\\ '/// \\\ y// \\V/// \\\` /// \\V//// 36 MIN 36' MIN *Where bars, grills, covers, screens or similar devices are installed over emergency escape and rescue openings, they must be openable from the inside without the need of special knowledge or special tools, and the force to open them may not be greater than that required of the opening itself. WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazing %Area10: of floor Glazing U -Factor Door9 U- CeilingZ Vaulted Celing3 Wall'Z Above Grade Wall? Below Grade Wall? Below, Grade Floors Slabs on Grade Vertical Overhead" Factor I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 III. 17% 0.37 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-12 R-30 / R-10 / Group R-1 U=0.031 U=0.034 int' / U=0.029 F=0.54 Occupancy U=0.054 Only V. Unlimited Group R-3 0.35 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 Occupancy Only VI. Unlimited 0.32 0.58 0.20 R-38 / R-30 / R-21 R-15 R-12 R-30 / R-10 / Group R-1 U=0.031 U=0.034 int' / U=0.029 F=0.54 Occupancy U=0.054 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 calcul'at4 compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to -all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, 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-5 insulation. WSEC Builder's Field Guide 5th Edition COOPERATIVE EXTENSION WASHINGTON STATE UNIVERSITY till ENERGY PROGRAM 1-7 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 R II DINT DIVISION -r---^A._`I 1,1 0 7 _ j L 0 0 ) 3 I I i gress; wfr'ndd4 1 nabie r aE SrF� to, now ,1v'Lt Gary EMERGENCY EGRESSREOWREMENTS... OC3Y� S t Z � FROM SLEEPING ROOMS WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS .:. ' I) NET CLEAR OPENING: Sl SQUARE FEET REQUIRING A PERMIT OCCUR, DR WHEN ONE OR MORE (MAX . �f*EEPING ROOMS ARE ADDED OR CREATED IN EXISTING GRADE FLOOR OPENING 0 SQUARE FEET MAX 44• 5 -- _ 21 NF. T Ct EAR OPENING HEIGHT _. - 241NCHES DWELLINGS, THE DWELLING UNIT SHALL BE PROVIDED 3) NE T CLEAR OPENING WIDTH201NCHE5 WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW - ��' 41 MAX FINISHED SILL HEIGHT` - 44•ABOVEFLOOR-- DWELLINGS.'-- - 51 EMERGENCY ESCAPE & RESCUE OPENING SHALLBE I OPERATIONAL FROM THE INSIDE OFTHE ROOM WITHOUT )SMOKE -ALARMS SHALL SE_INTERCON• ME USE OF KEYS OR TOOLS NEOTED AND HARD WIRED IN SUCH A _.- .. ._..-_.... _ MANNER. THAT THE ACTIVATION OF ONE O EXHAUST.FANS ALARM- WILL ACTIVATE ALL ALARMS. 100t'FMlii�tiCA ' _ (BEDROOMS, AREAS APPROACHING - - -- - - BEDROOMS, VAULTED .CEILING- WITH RISE OF 24• & ON EACH FLOOR) 50'CFM badn'061r a & laundry VtwTcB WINDOW WELL (� Tom,>c T cow Min. 9 sq. ft. horizontal area. Min. 3 ft. horizontal projection and width. Max. 44 in. vertical depth without a ladder