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2007, 09-28 Permit 07003675 Duplex-ExpiredProject Number: 07003675 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 9/28/2007 Page 1 of 4 Project Information: Permit Use: DUPLEX W/ATT GAR 17921/17923 E INDIANA Contact: DIAMOND ROCK CONSTRUCTION Address: 2602 N SULLIVAN RD C - S - Z: SPOKANE VALLEY, WA 99216 Setbacks: Front Left: Right: Rear: Phone: (509) 924-8964 Group Name: Project Name: Site hzfor►►zatio►z: Plat Key: Name: Range District: East Parcel Number: 55074.2802 Block: SiteAddress: 17921 E INDIANA AVE Location:: CSV Zoning: UR-3.5 Urban Residential 3.5 Water District: 134 CONSOLIDATED ID #19 Hold: ❑ Area: 34,656 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Lot: Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 2602 N SULLIVAN RD SPOKANE VALLEY, WA 99216 Review Building Plan Review [ieleased By: Originally Released: 9/26/2007 By: TMELBOU Landuse/Zoning/HE Conditions Released By: - Sewer Review Permits: Operator: JD Originally Released: 9/19/2007 By: mbasinger Printed By: JD r Released By: Print Date: 9/28/2007 Project Number: 07003675 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Approach Contractor: DIAMOND ROCK Firnt DIAMOND ROCK CONSTRUCTIO Address: 2602 N SULLIVAN Phone: (509) 924-8964 SPOKANE VALLEY WA 99216 Item Description APPROACH-CONST IN ROW Contractor: DIAMOND ROCK Address: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 Building Characteristics Building Height 23 Description 1&2 FAMILY COV DECK GARAGE Gra Type Notes R-3 VB R-3 VB U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW <7999 SQ FT Operator: JD This Application: Sci Ft Valuation 2,775 $253,524.00 37 $555.00 944 $17,936.00 Totals: 3,756 $272,015.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Printed By: JD Permit Total Fees: Print Date: Units Unit Desc 1 NUMBER OF Permit Total Fees: Date: 9/28/2007 Page 2 of 4 Fee Amount $50.00 $50.00 Building Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 924-8964 Total Project: Sq Ft Valuation 2,775 $253,524.00. 37 $555.00 944 $17,936.00 3,756 $272,015.00 Fee Amount $1,962.55 $4.50 $785.02 $2,752.07 9/28/2007 Project Number: 07003675 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: DIAMOND ROCK Address: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING VENTILATING FANS CLOTHES DRYER GAS LOG OR GAS INSERT HOOD -TYPE II Contractor: DIAMOND ROCK Address: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 Item Description TOILETS/BIDETS SINKS TUBS DISH WASHERS CLOTHES WASHER MISCELLANEOUS FIXTURES Date: 9/28/2007 Page 3 of 4 Mechanical Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 924-8964 Units Unit Desc 2 NUMBER OF 2 NUMBER OF 2 NUMBER OF 4 # OF UNITS 6 NUMBER OF 2 NUMBER OF 2 NUMBER OF 1 NUMBER OF Permit Total Fees: Plumbing Permit Units 4 6 4 2 2 4 Fee Amount $20.00 $20.00 $24.00 $4.00 $60.00 $20.00 $20.00 $10.00 $178.00 Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 924-8964 Unit Desc Fee Amount NUMBER OF $24.00 NUMBER OF $36.00 NUMBER OF $24.00 NUMBER OF $12.00 NUMBER OF $12.00 NUMBER OF $24.00 Permit Total Fees: $132.00 Operator: JD Printed By: JD Print Date: 9/28/2007 Project Number: 07003675 Inv: 1 Notes: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 9/28/2007 Page 4 of 4 Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Approach $50.00 $50.00 $0.00 $50.00 Building Permit $2,752.07 $2,752.07 $0.00 $2,752.07 Mechanical Permit $178.00 $178.00 $0.00 $178.00 Plumbing Permit $132.00 $132.00 $0.00 $132.00 $3,112.07 $3,112.07 $0.00 $3,112.07 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: 9/28/2007 IZeri1 c g 3 HEIGHT TO PEAK: i d-1rrti o� Permit Center iso1 ane 11707 E Sprague Ave, Suite 106 t ^ : Valley Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development WWW.spokanevallev.org.com Residential Construction Permit Application PERMIT NUMBER: 3631 PERMIT FEE: ,New Construction o Accessory Bldg ❑ Addition/Remodel ❑ Deck ❑ Other: SITE ADDRESS ja92.1 'I ei2 ASSESSORS PARCEL NO: S. S'C274/. 1 YDZ LEGAL DESCRIPTION: 1 Name: D i arvtoAd / cC k Cart s •f Address: City: Zip: Phone: Fax: ,Contact Person: Name: 764 I, Phone: Z14S-Y9z'/ Describe the scope of work in detail: 130'i l c ,v-e>,s Dvplex Name: ),;a✓120✓l0 Zook CoYIS'/. Address: Z60Z N. Sull/VA17 City: Spo k'Avt4 y Zip: 99 Z16 Phone: q 9 4, / Fax: 9 Z 6 yo Lic No: Exp. Date: City Business Lic No: Cost of Project: $ l5, o00 **************The following MUST be complete: (write N/A if not applicable)********************** # OF STORIES: MAIN FLOOR TO SQ. FTG: 3-3e tr 217 S FINISHED BASEMENT SQ. FTG: �1 # OF BEDROOMS: fo DISCLAIMER 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. DIMENSIONS: '77' X5%' 6" 2Nu FLOOR SQ. FTG: 1 UNFIN BASEMENT SQ. FTG: TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: A//_ GARAGE S L tt DECKC/SDy a$ SQ. FTG: -7616) 3`j 30% SLOPES ON PROPERTY: ,i/7/4 SEWER OR SEPTIC? Signature CONSTRUCTION TYPE: Awl-1M, ly (Pca Lote- HEAT SOURCE: Val-vrc, I ya S Fes( -eta Date 7! r71O7 Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN#: ❑ Other Authorized Signature: REVISED 8/25/2005 po aiems. Valley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokaneval ley.ore.com PERMIT NUMBER: PERMIT T E: Mechanical Permit Application ❑ Commercial *Residential SITE ADDRESS Building owner Name: 0ICI. wtc,1d �c:)CC (gin St Phone: CIZy-Fl5%(vq Fax 92_6 -Y--t9el Address: 'Zc,(,iz /u. Su/1,)1c,,4 e) City y;KA4 e OP State LJ/} Zip 99Z /.6 Contractor Name: Cc 'vt1.t,C-+- £QA - a I Phone: Fax: Address: City State Zip License No: City Business License No: Contact } Name: `XIA ( Phone: Zik- V9 Z "-/ DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 l C X $12.00 = Z 7 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 = 3 UNLISTED APPLIANCE (Additiona! 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 (WSEC min. AFUE rating) Equal to or less than 400,000 X $50.00 = 6 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 1 / X $10.00 = Z.Q 13 RANGE X $10.00 = 14 DRYER I X $10.00 = Zc) 15 FUEL BURNING WATER HEATER 1 j X $10.00 = -Z-() 16 MISC. FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING (each outlet) it / / X $1.00 = `- 18 DUCT SYSTEMS i i X $10.00 = 7.() 19 VENTILATING FANS 6 X $10.00 = (p[) 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 = 2-0 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 $25.00 = 28 AIR CONDITIONER 30-50TON X $35.00 = 29 AIR CONDITIONER More than 50 TON X $60.00 = 30 LPG STORAGE TANK X $10.00 = 31 WOOD OR PELLET STOVE/INSERT X $10.00 = 32 WOOD STOVE - FREE STANDING X $25.00 = 33 REPAIR & ADDITIONS • X $15.00 = 34 VENTILATION SYSTEMS X $12.00 = 35 VENTILATION MECHANICAL EXHAUST X $12.00 = 36 INCINERATOR - RESIDENCE X $19.00 = 37 INCINERATOR -COMMERCIAL X $22.00 = METHOD OF PAYMENT: ['CASH 0 CHECK 0 VISA ❑ MC CARD #: SUBTOTAL / r3 DATE: PROCESSING FEE $35.00 EXPIRES TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED B/26105 Spokane .;00%;Va11ey Community Development Plumbing Permit SITE ADDRESS Qun[ ler- WP- # 3 Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 ❑ Commercial PERMIT -NUMBER: PERMIT FEE: El idential Building owner _ +: Name: � Phone: (' - � o Fax --,YQ% - Address: IeD A). c, Lve, r7 C City U -y State L)A Zip C 21.6 Contractor _ Name: Mt k,e -j7SO.AS P1 rA 17r /16 Phone: Fax: Address: City State Zi License No. Cit, 15u6i11eSS License No: Contact Name: C Phone: Zj — e Z AUTHORIZED SIGNATURE: REVISED MW5 DESCRIPTION OF WORK # OF UNITS I X COST TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS X $6.00 - Z 2 URINALS X $6.00 - 3 TUBS LifX $6.00 - -Z 4 SHOWERS ER TRAP BATH, STALL ON-SITE BUILT X $6.00 - LAVSBASINS, BAR, FLOOR, KITCHEN, 5 SINKS LAUNDRY, UTILITY, JANITOR, PHOTO, / (� X $6.00 = X-RAY FOOD, PREP/CUUNARY MEAT 6 DISHWASHER 2 X $6.00 7 CLOTHES WASHER - Z 8 GARBAGE DISPOSAL - 9 WATER SOFTENER - 10 ELECTRIC HOT WATER TANK NOTE: IF GAS SEE MECHANICAL W$6 - 11 - FLOOR DRAINS AREA CASE COIL TRENCH CONDENSATE - ROOF DRAINS/OVERFLOW 12 DRAINS - 13 FOUNTAINS DRINKING = WATER PIPINGIDRAIN-IN WASTE, NSTALLATION, ALTERATION, REPAIR, 14 VENT, PLUMBING, REVERSAL REVERSALS X $6.00 - 15 SEWAGE EJECTOR GRINDER SUMP PUMP X $6.00 - ICE AN/OR COFFEE MAKER HOSE BIB, 16 WATER USING DEVICE - STEAMER X $6.00 = PROOFER CARBONATOR SWAMP COOLER UM EAK VACUBREAKER, CHECKVALVE, 17 CROSS CONNECTION DEVICE AND R.P.B.P.D. FOR VATS, TANKS BOILERS X $6.00 - GREASE TRAP, SAND TRAP, ERCEPTORS CHEMICAL HOLDING TANK X $6.00 - DICAL GAS rcutlet NITROUS, OXYGEN X $6.00 = CELLANEOUS PLUMBING t2OFIXTURE X $6.00VATE SEWAGE D.SPOSAUSYSX WASTEERCEPTOR $20.00USTRIAL X $1s.00 - - METHOD OF PAYMENT: SUBTOTAL 132- ❑ CASH ❑CHECK ❑VISA 0 MASTERCARD PROCESSING FEE E35.00 TOTAL PERMIT FEE DUE: DATE: EXPIRES: AUTHORIZED SIGNATURE: REVISED MW5 Siforka. jVailey Site Address: 0 E INDIANA AVE Parcel Number: 55074.2802 Zoning: UR-3.5 Fire District: FD 01 Project Transmittal City of Spokane `'alley Community Development Department 11703 E. Sprague Ave, Suite B3 Spokane Valley, WA 99206 Phone: 509.688.0036 New project Previous pre-app meeting El Plan revisions Transmittal Date: Monday, September 17, 2007 Project ber: _070 36 Water District: CONSOLIDATED ID#19� SEP 1 2007 Applicant: DIAMOND ROCK CONSTRUCTION 2602 N SULLIVAN RD SPOKANE VALLEY, WA 99216 (509) 924-8964 e-mail: e-mail: Contact: DIAMOND ROCK CONSTRUCTION Occupant: 2602 N SULLIVAN RD e-mail: SPOKANE VALLEY, WA 99216 (509) 924-8964 e-mail: Owner: DIAMOND ROCK CONSTRUCTION 2602 N SULLIVAN RD SPOKANE VALLEY, WA 99216 Contractor: DIAMOND ROCK CONSTRUCTION Arch/Engineer: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 (509) 924-8964 e-mail: Project DUPLEX W/ATT GAR Description: Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION ` SITE PLAN ( - FLOOR PLAN PLANS .----) Please send all plan review and project comments via e-mail to the highlighted individuals. Wednesday, Sep 26, 2007 02:43 PM • 7)-333 PROJ #: QS XX DATE: 08/23/07 DRAWN: GFR APPROVED: TRW SCALE: 1 n=5d FIGURE NO. low 30.5' 22.5' L=114' 201.5' 4- 15' 27' L=114' INDIANA AVENUE 30.0 33 0 m v W N S E SITE PLAN PARCEL #55074.2802 INDIANA AVENUE AND LONG STREET CITY OF SPOKANE VALLEY WASHINGTON 4WC E WHIPPLE CONSULTING ENGINEERS CML AND TRANSPORTATION ENGINEERING 2528 NOFTTIi SUWVAN ROAD SPOKANE VALLEY, WASHINGTON 99216 PH: 509-893-2617 FAX: 509-926-0227 20061KC Ten Things You Must Know!! zv Sr 1. R105.2 "Work Exempt From Permit" — Spokane County will maintain the 200 sq/ft threshold for one-story detached accessory structures used as tool and storage sheds, or similar uses. 2. Table R301.5 "Live Loads" — Attic storage is clarified in the footnotes of this table. An example: If two or more adjacent trusses with the same web configuration contain a rectangle 42 inches or greater in height by 24 inches or greater in width, located within the plane of the truss, a 22O psf live load must be applied to the design of the bottom chord components affected._ 3. R319.L5 "Exposed Glued -laminated Timbers" — Those portions of glu-lam timbers that form structural support_of buildings/structures and are exposed to the weather, and not protected by a roof, eave, or similar covering shall be pressure treated, or naturally durable wood. 4. WAC AMENDMENT R327 "Protection Against Radon"State constron ucted in of IRC Appendix F for mitigation measures applicable for buildings "High Radon Potential Counties" (Spokane county). Appendix F, Section AF101.1 (WAC Amendment) no longer permits un-vented (conditioned) crawl spaces. Appendix F further requires passive radon vents to be installed in vented crawl spaces. WAC Amends R408.2, permitting 1:300 sq/ft ratios for ventilating crawl spaces. 5. R406.1 "Foundation Damp -proofing" — Language change removes "habitable or usable spaces", and replaces with "foundation walls that retain earth and enclose interior spaces and floors below grade..." effectively requiring damp -proofing of crawl space foundation walls. R406.2 similar for water -proofing. 6. R613.2 "Window Sills" —New section requires protection similar to guardrails (4" dia. sphere) for operable portions of windows less than 24 inches above the finished floor, and greater than 72 inches above the adjacent exterior grade or surface below. 7. R702.4.2 Tile Backer Board — Requires cement, fiber -cement, or glass mat gypsum backers for tile installation in tub and shower areas and wall panels in shower areas. 8. R703.2 and Table R703.4 "Water -resistive Barrier" — Felt, or other approved barriers (house wrap) are now required over all exterior wall studs or sheathing, and there is no longer an exception for not requiring such felt/barriers under panel sidings with shiplap joints. 9. R703.8 "Flashing" — The provisions for self -flashing windows (use if the window's mounting flange) has been eliminated. Approved corrosion -resistive flashings must be applied shingle fashion at all door/window openings. R613.1 requires window manufacturers to provide installation/flashing instructions for each window. 10. Washington State Energy Code Section 505.3 "Outdoor Lighting" — Luminaries providing outdoor lightinge n bulbs with pind to stylebase. Exceptionential allows gs t be high efficiency (compact fluorescent) incandescent fixtures controlled by motion sensors with integral photo sensors. Option II. WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°4 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Glazing Areai0: %offloor 10% 15% 17% 25% Group R-1 Occupancy Only Unlimited Group R-3 Occupancy Only Unlimited Group R-1 Occupancy 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. 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. Glazing U-Factor Vertical 0.40 0.40 0.37 0.35 Overhead" 0.58 0.58 0.58 0.58 0.58 Door9 U- Factor 0.20 0.20 0.20 0.20 0.20 0.20 R-38 Vaulted Ceiling3 R-38 R-38 R-38 / U=0.031 R-38 R-38 / U=0.031 R-30 R-30 R-30 / U=0.034 R-30 R-30 / U=0.034 Wall12 Above Grade R-21 int' R-19+ R-58 R-19+ R-58 R-21 int' R-21 int' / U=0.054 Below Grade R-21 R-21 R-21 R-15 R-21 Wall? ext4 Below Grade R-12 R-12 R-12 R-12 Floors R-30 R-30 R-30 R-30 Slab8 on Grade R-10 R-10 R-10 R-10 WSEC Builder's Field Guide 5th Edition COOPERATIVE EXTENSION WASHINGTON STATE UNIVERSITY 51 ENERGY PROGRAM 1.7 WALL CONSTRUCTION TABLE R602.10.6 J FORCES OF ALTERNATE BRACED WALL PANELS IVIINIIVIUIVI VVIN I ri.� MIYV 1 .L-L•v•• • SEISMIC DESIGN CATEGORY AND WINDSPEED TIE -DOWN FORCE (lb) HEIGHT OF BRACED WALL PANEL Sheathed Width 8 ft. 2' - 4" 9 ft. 2' - 8" 10 ft. 2' - 8" 11 ft. 3' - 2" 12 ft. 3' - 6" SDC A, B, and C Windspeed < 110 mph R602.10.6.1, Item 1 1800 1800 1800 2000 2200 R602.10.6.1, Item 2 3000 3000 3000 3300 3600 SDC Do, DI and D2 Windspeed < 110 mph R602.10.6.1, Item 1 Sheathed Width 2' - 8" 2' - 8" 2' - 8" Note a Note a 1800 1800 1800 — — R602.10.6.1, Item 2 3000 3000 3000 — — For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Not permitted because maximum height is 10 feet. EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) EXTENT OF HEADER SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) MAX. HEIGHT 10' • MIN. 3' X 11.25' NET HEADER • ▪ ri ' I • I• 6' TO 18' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3' O.C. TYP. 1000 LB STRAP OPPOSITE SHEATHING 1000 LB STRAP FASTEN SHEATHING TO HEADER WITH 80 COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. MIN. WIDTH = 16- FOR ONE STORY STRUCTURES MIN. WIDTH = 24' FOR USE IN THE FIRST OF TWO I STORY STRUCTURES MIN. 2x4 FRAMING 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN. DOUBLE 2x4 POST MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) SEE SECTION R602.10.6.2 /� AN c rE %: t .J L r' W 1 V...€t . To P L h�7 'iYJ.K 0- • TYPICAL PORTAL �--y FRAME CONSTRUCTION �• FOR A PANEL SPLICE (IF NEEDED), PANEL • EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID - HEIGHT. ONE ROW OF TYP. SHEATHING -TO - FRAMING NAILING IS REQUIRED. IF 2X4 BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WITH 3 16D SINKERS MIN. 1000 LB TIE DOWN DEVICE • • FIGURE R602.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING 140 2006 INTERNATIONAL RESIDENTIAL CODE® SECTION R317 DWELLING UNIT SEPARATION Et317.1 Two-family dwellings. Dwelling units in two-family lwellings shall be separated from each other by wall and/or door assemblies having not less than a 1-hour fire -resistance 'ating when tested in accordance with ASTM E 119. Fire-resis- ance-rated floor -ceiling and wall assemblies shall extend to Ind be tight against the exterior wall, and wall assemblies shall extend to the underside of the roof sheathing. Exceptions: 1. A fire -resistance rating of '/2 hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13 2. Wall assemblies need not extend through attic spaces• when the ceiling is protected by not less than 5/8-inch (15.9 mm) Type X gypsum board and an attic draft stop constructed as specified in Section R502.12.1 is provided above and along the wall assembly separat- ing the dwellings. The structural framing supporting the ceiling shall also be protected by not less than 'h -inch (12.7 mm) gypsum board or equivalent. R317.1.1 Supporting construction. When floor assem- .blies are. ..required to be fire -resistance -rated by Section R317.1, the supporting construction of such assemblies shall have an equal or greater fire -resistive rating. R317.2 Townhouses. Each townhouse shall be considered a separate building and shall be separated by fire -resis- tance -rated wall assemblies meeting the requirements of Sec- tion R302 for exterior walls. i Exception: A common 2-hour fire -resistance -rated wall is permitted for townhouses if such walls do not contain R502.12 Draftstopping required. When there is usable space Doth above and below the concealed space of a floor/ceiling issembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (92.9 m2). Draftstopping shall divide the concealed space into- approxi- nately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below draftstopping ;hall be provided in floor/ceiling assemblies under the follow- ng circumstances: 1. Ceiling is suspended under the floor framing. 2. Floor framing is constructed of truss -type open -web or perforated members. R502.12.1 Materials. Draftstopping materials shall not be less than 1/2-inch (12.7 mm) gypsum board, 3/8-inch (9.5 mm) wood structural panels, 3/8-inch (9.5 mm) Type 2-M-W particleboard or other approved materials adequately sup- ported. Draftstopping shall be installed parallel to the floor framing members unless otherwise approved by the building official. The integrity of all draftstops shall be maintained. Rt502.13 Fireblocking required. Fireblocking shall be )rovided in accordance with Section R602.8. i WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED GA FILE NO. WP 3370 1 GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1" apart with 6d coated nails, 17/a" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints staggered 16" on opposite sides. Horizontal bracing required at mid -height. (LOAD - BEARING) GA FILE NO. WP 3380 GENERIC 1 HOUR FIRE 45 to 49 STC SOUND X Thickness: Approx. Weight: Fire Test: GYPSUM WALLBOARD, WOOD STUDS One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. staggered 8" o.c. on 2 x 6 wood plates with 6d coated nails, 17/a" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints staggered 24" on opposite sides. Horizontal bracing required at mid -height. (LOAD - BEARING) LGA FILE NO. WP 3430 I GENERIC J Sound Test: S 9Yz" 8 psf See WP 3605 (UL R1319-4, 6, 6-17-52; UL R2717-39, 1-20-66; UL R3501-52, 3-15-66, UL Design U305; ULC Design W301) Estimated 1 HOUR FIRE 40 to 44 STC SOUND Thickness: Approx. Weight: Fire Test: . GYPSUM LATH, GYPSUM PLASTER, WOOD STUDS 1/2" 1:2 gypsum -sand plaster applied over 3/0" plain gypsum lath applied at right angles to each side of 2 x 4 wood studs 16" o.c. with 13 gage blued lath nails, 11/a" long, 0.0915" shank, 19/a4" heads, 4" o.c. (LOAD -BEARING) Sound Test: X 63/4 , 8 psf See WP 3605 (UL R1319-4, 6, 6-17-52; UL R2717-39, 1-20-66; UL R3501-52, 3-15-66, UL Design U305; ULC Design W301) Estimated 1 HOUR FIRE 40 to 44 STC SOUND Thickness: Approx. Weight: Fire Test: Sound Test: 53/a" 15 psf OSU T-948, 7-17-58; OSU T-1380, 7-5-60 RAL TL58-60, 8-7-58 GA-600-2003 55 b II IMM °I°qq 1 071 - N , Hi EMERGENCY MRESS 111IE0WREMEMTB FROM UM OOOMS 1) NET CLEAR OPENNG: 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 44'1 5.0 SQUARE FEET 2) NET CLEAR OPENING HEIGHT 241NCHES 3) NET CLEAR OPENING WIDTH 20 INCHES 4) MAX FINISHED SILL HEW 4VA80VEFUM 51EMERGE.NCYESCAPE aAS EOPENNISSHALL6f OPERATIONAL FROM TWINSCEOFT*R00N1YNTHOUT THF USE Of KEYS OR TOOLS SMOKE ALARMS SHALL BE INTERCON- NECTED AND HARD WIRED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS, AREAS APPROACHING BEDROOMS, VAULTED CEILING WITH RISE OF 24' & ON EACH FLOOR) U EXHAUST FANS l00 CFM kitchen 50 CFM bathrooms & laundry V" reo Ta C Y,Tgr,&,49-- 0 Z Z !b S' 7 I 1231 F� 41 -- I Gas Appliances in garages require 18 in. elevation or approved floor grade rating. Minimum 3 in. bollard or wheel stop required for vehicular impact protection Maximum 4 ft spacing between bollards. MASTER BDRM� 71'9 X 14'9 BEDROOM 10'2 X 11'1 ®E DR OM I c G PORCH UPC 508.2 — Water heaters require anchoring or (Oil w .—;� Lz�L__ 5 strapping at upper and lower one third points to prevent Bs horizontal displacement during earthquakes. Strapping shall be a minimum of 4 inches above controls. FACTORY -BUILT FIREPLACES: Combustion Air Required Hearth Clearances per Manufacturer's Instructions Tight Fitting Doors Required I }/ DO z3'3 V 00508L Fix OL Living 3 40 � -_w� -- PROTCTION AND 0 EL G AND PRIVATE 1) MATE ALS APPROVED FOR ( CONS UCTION ON THE GARAG 0 /B"TYPE"X"GYPR)ARD;H; ! 1/2" GYr 90ARO (Ft:SI1) ,. E c v 2j OPENINGS kETWEEN ;ARAGI A EOOWED WITH SOLID :'•'OOD ' 0 S; LEL DOORS NOT LESS THAI. 3, DQORS. GARAGE 1 s'7 I _ 60686h 4=0 ®i#®Itl 4=0 07, MA8TER BDRM i i'6 X 14'6 j 22- 4 r 8'B 'F-21 24� NGS BETWEE r} OOM RAGE SHALL HA 10'2 X 11'1 OUR FIRE RESISTIVE ,E°'baveAow E: BLE SPACE ABOVE) OR IC. FLOOR/CEILING) $ ESIDENCE SHALL BE SA. y� GLS �S OLID OR HONEYCOMB CORE a0ee tea OR 20 MINUTE FIRE RATED GARAGE PORCH BEDROOM 6' X 3'6 1 D'2 X 11'1 I I ° --- sr 11VI�1 "'— sir c' Z'9 4s= 201 77, GYPSUM BOARD USED FOR INTERIOR BRACED WALL GO R;aCe Wt, I/ CONSTRUCTION SHALL BIE FASTENED NO FURTHER r .-f ►r2 v-,ol, THAN 7" O.C. 1�e s 5 5.7 sq. ft. - 44" sill G'4 ae_ _N LANDING required on both sides of exit doors with min. size of 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than 1 % in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7 % in. below threshold provided the door does not swing over the landing. f I }/ DO z3'3 V 00508L Fix OL Living 3 40 � -_w� -- PROTCTION AND 0 EL G AND PRIVATE 1) MATE ALS APPROVED FOR ( CONS UCTION ON THE GARAG 0 /B"TYPE"X"GYPR)ARD;H; ! 1/2" GYr 90ARO (Ft:SI1) ,. E c v 2j OPENINGS kETWEEN ;ARAGI A EOOWED WITH SOLID :'•'OOD ' 0 S; LEL DOORS NOT LESS THAI. 3, DQORS. GARAGE 1 s'7 I _ 60686h 4=0 ®i#®Itl 4=0 07, MA8TER BDRM i i'6 X 14'6 j 22- 4 r 8'B 'F-21 24� NGS BETWEE r} OOM RAGE SHALL HA 10'2 X 11'1 OUR FIRE RESISTIVE ,E°'baveAow E: BLE SPACE ABOVE) OR IC. FLOOR/CEILING) $ ESIDENCE SHALL BE SA. y� GLS �S OLID OR HONEYCOMB CORE a0ee tea OR 20 MINUTE FIRE RATED GARAGE PORCH BEDROOM 6' X 3'6 1 D'2 X 11'1 I I ° --- sr 11VI�1 "'— sir c' Z'9 4s= 201 77, GYPSUM BOARD USED FOR INTERIOR BRACED WALL GO R;aCe Wt, I/ CONSTRUCTION SHALL BIE FASTENED NO FURTHER r .-f ►r2 v-,ol, THAN 7" O.C. 1�e s 5 5.7 sq. ft. - 44" sill G'4 ae_ _N LANDING required on both sides of exit doors with min. size of 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than 1 % in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7 % in. below threshold provided the door does not swing over the landing. CONCRETE TO COMPLY TO IRC TABLE 404.1.1 �1) FOUNDATION WALLS - 3000 # PSi SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI I `ALL FOOTINGS MUST BE CONTINUOUS 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. Radon Mitigation System Required With 6 mil Vapor Barrier Slab on Grade ®" f=ound: Wall Thlckenod footing Radon SyM m �I Minimum 322'x 32-" x 10"' Minimum7-1" x Z3 " x 10' thickened concrete pad w/o thickened concrete pad w/o continuous footing for Girder I continuous footing for Girde Truss or Glulam Beam above Truss or Glulam Beam abov I — C3AfiAC3€ I - -- ����® QAf1A®E I� 9gtx�4' r I I – 18'-2" opening 20, —18'=2^ owning �1 AREA --- 4ft ft4 IF-Myll-le JR&.0Z•co 6 •2 5"' 1 13'(0 N1101.3.1— Attic insulation certification required as to value or coverage. Markers, attached to trusses or "! rafters, required for every 300 sf of attic space with 1 inch high numbers for installed thickness of insulation. LL 30 Year COMP roofing J ! _ ��. ��� I t►;� sq.'ft. attic ventilati -38 BloWnlim h.,sull. CC � limt � athilrm fimu `r 1/8" GAP BE vVEEN SHEATHING 30# felt � •c f 'c .• �il�le � for ice ►iit dam4 rQtection by 8602. ero i tx��Lsbrace s" ►wall I?,'6�S'" ©SfB Sh��taunJ '��d"" c1r"ypl W" HP 1alp sj�rjng '2X4•.96" O.C. Int_ walls unclear --Idi a vapar bamtiiar ' EY •r ear ffbtyntL . �Co-nGo`Zloal- 5 fg Anchor Bolts- Minimum %z" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. 11/2c�a ll min !fire �;�er1'�, a�%" rrrmiin_ derR21Bt 34OSB SheaMing �SIIIlI ' �_ p�t2ward d= ill PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMINr, INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR CO - COMPLIANCE SPOKANE VA!_LE`' 3li_DINC VISION