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2007, 02-05 Permit App: 07000313 ResidenceProject Number: 07000313 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/5/2007 Page 1 of 3 Project Information: Permit Use: SFR W/ATT GAR Setbacks: Front 25 Left: 5 Right: 5 Rear: 67 Site Information: Plat Key: Contact: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE C - S - Z: SPOKANE VALLEY, WA 99037 Phone: (000) 000-0000 Group Name: Project Name: t: :f4..: ka;VKn .= ...O. .4.,ArygEW'Wµ.;-_ - ,,..: Name: Range Parcel Number: 45233.4303 SiteAddress: 809 S REES LN Location:: CSV Block: Lot: Zoning: UR -7* Urban Residential -7* Water District: 010 VERA n .,. L- roe District: Sout Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information:, Review Building Plan Review Released By: Originally Released: 2/2/2007 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Sewer Review Permits: Originally Released: 2/5/2007 By: mharnois [ Released By: rr!—weir, Operator: JD Printed By: JD Print Date: 2/5/2007 Project Number: 07000313 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/5/2007 Page 2 of 3 Building Permit Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 2602 N SULLIVAN Phone: (509) 924-8964 SPOKANE VALLEY WA 99216 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB 1,509 $137,862.24 1,509 $137,862.24 BASEMENT U R-3 VB 1,509 $22,635.00 1,509 $22,635.00 DECK OPEN R-3 VB 170 $2,550.00 170 $2,550.00 GARAGE U-1 VB 426 $8,094.00 426 $8,094.00 Totals: 3,614 $171,141.24 3,614 $171,141.24 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,396.95 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW < 7999 SQ FT 1 SELECT $558.78 Permit Total Fees: Mechanical Permit $1,960.23 Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 2602 N SULLIVAN Phone: (509) 924-8964 SPOKANE VALLEY WA 99216 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING VENTILATING FANS CLOTHES DRYER HOOD -TYPE II Units Unit Desc 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 2 # OF UNITS 3 NUMBER OF 1 NUMBER OF 1 NUMBER OF Operator: JD Printed By: JD Fee Amount $10.00 $10.00 $12.00 $2.00 $30.00 $10.00 $10.00 Permit Total Fees: $84.00 Print Date: 2/5/2007 Project Number: 07000313 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/5/2007 Page 3 of 3 Contractor: DIAMOND ROCK Address: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 Item Description TOILETSBIDETS SINKS TUBS DISH WASHERS CLOTHES WASHER MISCELLANEOUS FIXTURES Notes: Payment Summary: Permit Type Building Permit Mechanical Permit Plumbing Permit g Plumbing Permit Units 2 3 2 1 1 2 Fee Amount $1,960.23 $84.00 $ 66.00 Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 924-8964 Unit Desc NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF Permit Total Fees: Invoice Amount $1,960.23 $84.00 $ 66.00 $2,110.23 $2,110.23 Fee Amount $12.00 $18.00 $12.00 $6.00 $6.00 $12.00 Amount Paid $0.00 $0.00 $0.00 $66.00 Amount Owing $1,960.23 $ 84.00 $66.00 $0.00 $2,110.23 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: 2/5/2007 Project Number: 07000313 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/2/2007 Page 1 of 3 Project Information: Permit Use: SFR W/ATT GAR Setbacks: Front 25 Left: 5 Right: 5 Rear: 67 Site Information: Plat Key: Name: Range Contact: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE C - S - Z: SPOKANE VALLEY, WA 99037 Phone: (000) 000-0000 Group Name: Project Name: District: Sout Parcel Number: 45233.4303 SiteAddress: 809 S REES LN Location:: CSV Block: Zoning: UR -7* Urban Residential -7* Water District: 010 VERA Lot: Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Originally Released: Landuse/Zoning/HE Conditions Released By: 2/2/2007 By: TMELBOU Released By: 27 Sewer Review Permits: Released By: 1 Operator: JD Printed By: JD Print Date: 2/2/2007 Project Number: 07000313 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit - Date: 2/2/2007 Page 2 of 3 Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 2602 N SULLIVAN Phone: (509) 924-8964 SPOKANE VALLEY WA 99216 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB 1,509 $137,862.24 1,509 $137,862.24 BASEMENT U R-3 VB 1,509 $22,635.00 1,509 $22,635.00 DECK OPEN R-3 VB 170 $2,550.00 170 $2,550.00 GARAGE U-1 VB 426 $8,094.00 426 $8,094.00 Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Totals: 3,614 $171,141.24 3,614 $171,141.24 Units Unit Desc Fee Amount 1 SELECT $1,396.95 1 SELECT $4.50 1 SELECT $558.78 Permit Total Fees: Mechanical Permit $1,960.23 Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO 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 HOOD -TYPE II Phone: (509) 924-8964 Units Unit Desc 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 2 # OF UNITS 3 NUMBER OF 1 NUMBER OF 1 NUMBER OF Operator: JD Printed By: JD Fee Amount $10.00 $10.00 $12.00 $2.00 $30.00 $10.00 $10.00 Permit Total Fees: $84.00 Print Date: 2/2/2007 Proj ect Number: 07000313 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/2/2007 Page 3 of 3 Plumbing Permit Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 2602 N SULLIVAN Phone: (509) 924-8964 SPOKANE VALLEY WA 99216 Item Description TOILETS/BIDETS SINKS TUBS DISH WASHERS CLOTHES WASHER MISCELLANEOUS FIXTURES Notes:�� Payment Summary: .. Permit Type Building Permit Mechanical Permit Plumbing Permit Units Unit Desc 2 NUMBER OF 3 NUMBER OF 2 NUMBER OF 1 NUMBER OF 1 NUMBER OF 2 NUMBER OF Permit Total Fees: Fee Amount $12.00 $18.00 $12.00 $6.00 $6.00 $12.00 $66.00 .r . h Fee Amount Invoice Amount Amount Paid Amount Owing $1,960.23 $84.00 $66.00 $1,960.23 $84.00 $66.00 $0.00 $0.00 $0.00 $1,960.23 $ 84.00 $66.00 $2,110.23 $2,110.23 $0.00 $2,110.23 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 2/2/2007 1 SOOkane Valley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509) vFP047r, www.spokanevallev.org.con.fr,44 4.QQ7 Residential Construction Permit Application PERMIT -NUMBER: PERMIT FEE: N1 New Construction o Addition/Remodel o Other: o Accessory Bldg ❑ Deck SITE ADDRESS p0ct s. S L� ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Lo fi Z A B 1 Z I- l 15 Ii> ✓e Building, owner Name:t7;c, Wye net t e Address: 2(e;6Z , . S1/I).✓an I?cl City: Sp0 1c, ,tit Vel Zip: qCf 216 Phone: C 24 - y Fax: q 2 (v SJ`0 y Contact Person Name: ?k\ Phone: 7-i(fCi 7 y Describe the scope of work in detail: New S JZ Contractor Name: Address: City: Zip: Phone: Fax: Lic No: Exp. Date: City Business Lic No: Cost of Project: I$ 70, a0 **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: 2-4 MAIN FLOOR TO SQ. FTG: FINISHED BASEMENT SQ. FTG: 0 # OF BEDROOMS: .3 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 cian by processed., DIMENSIONS: , 35x5 2Nu FLOOR SQ. FTG: U # OF STORIES: 1 UNFIN BASEMENT SQ. FTG: GARAGE SQ. FIG. -.-r CONSTRUCTION TYPE: SF12 DECK/COV. PATIO SQ. FTG: f7o HEAT SOURCE: /Uc�fiw^I i �.a rn4ce TOTA�5--b9CE ABLE SPA: IMPERVIOUS SURFACE AREA: N/A 30% SLOPES ON PROPERTY: if//m SEWER OR SEPTIC? Sef Signature Date / /Z6/0 Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash 0 Check 0 Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 0 Other Permit Center Spokane 1 1707 E Sprague Ave, Suite 106 �a valley Spokane Valley, WA 99206 ® (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevalley ort.t.com Mechanical Permit Application ❑ Commercial PERMIT NUMBER: PERMIT FEE: jResidential SITE ADDRESS ?C,C< S . kte S Building owner Name: D,-(A.NA » d IZo(' k Com, /l S 't'. Phone: q 7.9 - 4 & (-4 Fax Cf 26- U 4/ Address: Ztel "Z tit S v 11 t vet A tel City Spm Kei vtQ V y State WA Zip 9 2/6; Contractor Name: Co/0 r' f- (L2 ✓1'1-r t Phone: Fax: Address: City State Zip License No: City Business License No: Contact- • Name: Phone: DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT - 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 Z X $12.00 = ( Z 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 (WSEC min. AFUE rating) Equal to or Tess 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 X $10.00 . = 13 RANGE X $10.00 = 14 DRYER X $10.00 = 10 15 FUEL BURNING WATER HEATER 1 X $10.00 = 1O 16 MISC. FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING (each outlet) Z X $1.00 = Z. 18 DUCT SYSTEMS 1 X $10.00 = j (:) 19 VENTILATING FANS 3 X $10.00 = 3 J 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 L' X $10.00 = 1 () 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 30-50 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 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: SUBTOTAL 84/ ❑CASH ❑ CHECK ❑ VISA 0 MC DATE: PROCESSING FEE $35.00 CARD #: EXPIRES. TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 Valley Permit Center 1 1707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development ww-w.spokanevallcy.or.z.com Plumbing Permit Application ❑ Commercial PERMIT NUMBER: PERMIT FEE: ;es,Residential SITE ADDRESS 30r'i S QQS' �� Building owner Name: ;e;,vAr,,r c) ZOC is S ./T Phone: 9 Zy- (o C/ Address: ?GO Z /U. S VII t vet Zd Contractor Fax ! yocf City Sr State 1.,)A. Zip 9C/ "2 /(, Name: 'Oki Ve- ,G SoAS P1v4wA 10;149 Address: Phone: Fax: City State License No: Contact'.' City Business License No: Zip Name: Phone: 9 WATER SOFTENER X $6.00 10 ELECTRIC HOT WATER TANK NOTE: IF GAS, SEE MECHANICAL X $6.00 11 12 FLOOR DRAINS ROOF DRAINS/OVERFLOW DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE X $6.00 X $6.00 13 14 FOUNTAINS, DRINKING WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X X $6.00 $6.00 15 SEWAGE EJECTOR GRINDER, SUMP PUMP 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER Z X X $6.00 $6.00 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $6.00 X $6.00 19 20 MEDICAL GAS (per outlet) MISCELLANEOUS PLUMBING FIXTURE NITROUS, OXYGEN X $6.00 X $6.00 21 22 PRIVATE SEWAGE DISPOSAUSYS INDUSTRIAL WASTE INTERCEPTOR X $20.00 X $15.00 METHOD OF PAYMENT: ❑ CASH DATE: 0 CHECK AUTHORIZED SIGNATURE: ❑ VISA ❑ MASTERCARD EXPIRES: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: REVISED 8/26/05 DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS .z- X $6.00 = 1 2- 2 2 URINALS X $6.00 = 3 TUBS -Z X $6.00 = - i Z- 4 4 SHOWERS (PER TRAP) BATH, STALL, ON-SITE BUILT X $6.00 = 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT 3 X $6.00 = / 6 DISHWASHER ) X $6.00 = le.) 7 CLOTHES WASHER 1 IX $6.00 = 8 GARBAGE DISPOSAL 9 WATER SOFTENER X $6.00 10 ELECTRIC HOT WATER TANK NOTE: IF GAS, SEE MECHANICAL X $6.00 11 12 FLOOR DRAINS ROOF DRAINS/OVERFLOW DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE X $6.00 X $6.00 13 14 FOUNTAINS, DRINKING WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X X $6.00 $6.00 15 SEWAGE EJECTOR GRINDER, SUMP PUMP 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER Z X X $6.00 $6.00 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $6.00 X $6.00 19 20 MEDICAL GAS (per outlet) MISCELLANEOUS PLUMBING FIXTURE NITROUS, OXYGEN X $6.00 X $6.00 21 22 PRIVATE SEWAGE DISPOSAUSYS INDUSTRIAL WASTE INTERCEPTOR X $20.00 X $15.00 METHOD OF PAYMENT: ❑ CASH DATE: 0 CHECK AUTHORIZED SIGNATURE: ❑ VISA ❑ MASTERCARD EXPIRES: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: REVISED 8/26/05 1 SPOKE CUR\ITY ANE COUNTY DEPARTMENT OF BUILDING & PLANNING 1026 WEST BROADWAY AVENUE • SPOKANE, WA 99260-0050 Site Information Project Information Site Address: 809 S REES LN Parcel Number: 45233.4303 Subdivision: RANGE Block: 2 Lot: 2A Zoning: UNK Unknown Owner: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Building Inspector: Water Dist: Project Number: 07000467 Inv: 1 Issue Date: 1/31/2007 Permit Use: SEWER CONNECTION - HILLS HAVEN Applicant: DIAMOND ROCK CONSTRUCTION INC 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Phone: (509) 924-8964 Contact: DIAMOND ROCK CONSTRUCTION INC 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Phone: (509) 924-8964 Setbacks - Front: Group Name: Project Name: Left: Right: Rear: 1 Permits 1 Sewer Connection Permit Contractor: PRECISION GRADING License #: PRECIGL971NJ SEWER CONNECTION 1 $85.00 PROCESSING FEE 1 $15.00 Total Permit Fee: $100.00 FOR SEWER INSPECTIONS CALL THE UTILITIES DEPT AT (509) 477-3604 FROM 8:30-5:00 MONDAY -FRIDAY PRIOR TO COVER. ONE WORKING DAY NOTICE REQUIRED. PERMIT ALLOWS FOR A 30 -MINUTE INSPECTION. ADDITIONAL INSPECTION FEES APPLY AFTER 30 MINUTES. THE INSTALLER IS RESPONSIBLE TO INSURE ALL WASTEWATER DRAINS ARE CONNECTED TO THE SEWER AND MAY BE REQUIRED TO PERFORM TESTS FOR VERIFICATION. INSTALLER IS TO FIELD LOCATE AND CONFIRM THE ELEVATION AND POSITION OF SEWER STUB PRIOR TO ANY OTHER EXCAVATION. SEWER STUBS ARE TO BE CHECKED PRIOR TO CONNECTION TO ENSURE THAT THEY HAVE ACCEPTABLE GRADE AND ARE CLEAR AND UNOBSTRUCTED TO THE MAIN. SEWER LINES SHOULD BE CONSTRUCTED TO ALLOW FOR GRAVITY FLOW FROM THE LOWEST LEVEL OF THE STRUCTURE. THE INSTALLER AND THIS PERMIT MUST BE PRESENT AT THE JOB SITE AT THE SCHEDULED INSPECTION TIME. BOTH STATE LAW RCW 19.122 AND COUNTY CODE REQUIRES THE INSTALLER TO GIVE NOTICE OF EXCAVATION TO OWNERS OF UNDERGROUND FACILITIES. CALL 1-800-424-5555 BEFORE YOU DIG --AT LEAST 2 WORKING DAYS IN ADVANCE. SPOKANE COUNTY CODE REQUIRES THE INSTALLER COMPLY WITH ALL REQUIREMENTS OF THE WA STATE DEPT OF LABOR & INDUSTRIES, INCLUDING THOSE RELATED TO TRENCH SAFETY. Payment Summary Total Fees AmountPaid AmountOwing $100.00 $100.00 $0.00 Tran Date Receipt # Payment Amt 1/31/2007 421 $100.00 Processed By: SHATTO, JULIE Printed By: DECORDE, DEBBIE Page 1 of 1 PERMIT q. S t Border is 5ccil-e yy":5 /fins H -i Lo-/- 2A /JCZ 7Zels Lh PLANNING DEPT. APPROVED BY: 2 - DATE. r )So, 73) OINarn WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°'1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazing Area'°: % of floor Glazing U -Factor Doors U- Factor Ceiling2 Vaulted Ceiling Walla Above Grade Wall? int Below Grade Wall? ext° Below Grade Floors Slabs on Grade Vertical Overhead „ 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 -5s 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 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. WSEC Builder's Field Guide 5th Edition COOPERATIVE EXTENSION WASHINGTON STATE UNIVERSITY 154 ENERGY PROGRAM 1-7 v- 0 N a) 0) C) Q Form TT -077A N C o. 0 0 a) .0 C) C 4-. C) 0 0. a • cd N Q — w o O C Z O Fes-. w. N 0 v Q) C a) E 0 e.) 0 r a) L 3 0) 1060 L8.1-1EAOER STRAP 'n•' ' � Ffx r� 0 � o a CP - - ❑ih #- M ZJ� • V' J 1 I_.0 •Z F. JQ ..&) • I¢--. z.: •'`'-' re F- 0< 1.D WWXXU¢ ¢ O w.J m ugm z SZ LI -I , xw❑g' Z 0 I- tul2C O O H Z Z O IWI - -Z a z>C] ( a n: H0�E3 .a coag I •ce ria 1- 0 H S. O ¢ :: W. LII to . -1 W O LWi l z �� o H�1-a LL . ca ,O- LL. U & ii. IJJ °Q Lu -I-I CC CC -Y <WDzz SZ0 to 0 •w. w CC m W F: I-- A,g, W0 WZRz I. V) zn'`f a Lei 0 w w - 0 Z X x - o c z 0 0 w wZ.LL o 0) z =d~ S ¢ s0• w 0 s rt. a W a to .1- r X' ro N .0 z rr ^A • Q d 0 w t� w CO CO 0 0 0 r (D P.CO O7 t<D ¢ U, 7 M fII In E O .. U • N . Q • E o z Z m rLL. o • � o O• up • Q, m m N L rn c r 0 "EL, o in• r ~ 0 t` FOUNDATIONS R404.1.1 Masonry foundation walls. Concrete masonry and clay masonry foundation walls shall be constructed as set forth in Tables R404.1.1(1), R404.1.1(2), R404.1.1(3) and R404.1.1(4) and shall also comply with the provisions of this section and the applicable provisions of Sections R606, R607 and R608. In Seismic Design Categories D, and D2, concrete masonry and clay masonry foundation walls shall comply with Section R404.1.4. Rubble stone masonry foundation walls shall be constructed in accor- dance with Sections R404.1.8 and R606.2.2. Rubble stone masonry walls shall not be used in Seismic Design Catego- ries D, and D2. R404.1.2 Concrete foundation walls. Concrete foundation walls shall be constructed as set forth in Tables R404.1.1(1), R404.1.1(2), R404.1.1(3) and R404.1.1(4), and shall also comply with the provisions of this section and the applicable provisions of Section R402.2. In Seismic Design Categories D, and D2, concrete foundation walls shall comply with Sec- tion R404.1.4. R404.1.3 Design required. A design in accordance with ac- cepted engineering practice shall be provided for concrete or masonry foundation walls when any of the following con- ditions exist: TABLE R404.1.1(1) 1. Walls are subject to hydrostatic pressure from ground- water. 2. Walls supporting more than 48 inches (1219 mm) of unbalanced backfill that do not have permanent lateral support at the top and bottom. PLAIN CONCRETE AND PLAIN MASONRY FOUND For SI: l inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 Pa. a. Mortar shall be Type M or S and masonry shall be laid in running bond. Ungrouted hollow masonry units are permitted except where otherwise indicated. b. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. c. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab. d. Solid grouted hollow units or solid masonry units. e. Wall construction shall be in accordance with Table R404.1.1(2) or a design shall be provided. f. A design is required. g. Thickness may be 6 inches, provided minimum specified compressive strength of concrete,/ is 4,000 psi. 72 2003 INTERNATIONAL RESIDENTIAL CODE® PLAIN CONCRETE MINIMUM NOMINAL WALL THICKNESS (inches) PLAIN MASONRY° MINIMUM NOMINAL WALL THICKNESS (inches) MAXIMUM WALL MAXIMUM UNBALANCED Soil classes° HEIGHT (feet) BACKFILL HEIGHT` (feet) GW, GP, SW and SP GM, GC, SM, SC, MH, ML -CL GW, GP, SW SM -SC and ML and inorganic CL and SP GM, GC, SM, SM -SC and ML SC, MH, ML -CL and inorganic CL 5 4 5 6 6 6 6 6 6 solidd or 8 6 6 solid° or 8 6 solidd or 8 8 6 solids or 8 10 6 4 6 6 6 6 solidd or 8 6 solid° or 8 6 solid° or 8 5 6 6 6 6 solid° or 8 10 6 6 8g 8g 8 10 12 7 4 6 6 6 6 solid° or 8 8 8 5 6 6 8g 6 solidd or 8 10 10 6 6 8 8 10 12 10 solidd 7 8 8 10 12 10 solidd 12 solidd 8 4 6 6 6 6 solidd or 8 6 solid° or 8 8 5 6 6 8 6 solid° or 8 10 12 6 8g 8 10 10 12 12 solid° 7 8 10 10 12 12 solidd Footnote e 8 10 10 12 10 solidd 12 solid° Footnote e 9 4 6 6 6 6 solidd or 8 6 solid° or 8 8 5 6 8g 8 8 10 12 6 8 8 10 10 12 12 solid° 7 8 10 10 12 12 solidd Footnote e 8 10 10 12 12 solid° Footnote e Footnote e 9 10 12 Footnote f Footnote e Footnote e Footnote e For SI: l inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 Pa. a. Mortar shall be Type M or S and masonry shall be laid in running bond. Ungrouted hollow masonry units are permitted except where otherwise indicated. b. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. c. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab. d. Solid grouted hollow units or solid masonry units. e. Wall construction shall be in accordance with Table R404.1.1(2) or a design shall be provided. f. A design is required. g. Thickness may be 6 inches, provided minimum specified compressive strength of concrete,/ is 4,000 psi. 72 2003 INTERNATIONAL RESIDENTIAL CODE® FOUNDATIONS TABLE R404.1.1(2) REINFORCED CONCRETE AND MASONRY' MAXIMUM WALL HEIGHT (feet) MAXIMUM UNBALANCED BACKFILL HEIGHT' (feet) MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING°'`FOR 8 -INCH NOMINAL WALL THICKNESS Soil classes° GW, GP, SW and SP soils GM, GC, SM, SM -SC and ML soils SC, MH, ML -CL and inorganic CL soils 6 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. 6 #4 at 48" o.c. #4 at 40" o.c. #5 at 48" o.c. 7 4 #4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. 7 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 40" o.c. 6 #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c. 8 7 #4 at 40" o.c. #5 at 40" o.c. #6 at 48" o.c. 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 40" o.c. 8 6 #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c. 7 #5 at 48" o.c. #6 at 48" o.c. #6 at 40" o.c. 9 8 #5 at 40" o.c. #6 at 40" o.c. #6 at 24" o.c. 5 #4 at 48" o.c. #4 at 48" o.c. #5 at 48" o.c. 6 #4 at 48" o.c. #5 at 48" o.c. #6 at 48" o.c. 9 7 #5 at 48" o.c. #6 at 48" o.c. #6 at 32" o.c. 8 #5 at 40" o.c. #6 at 32" o.c. #6 at 24" o.c. 9 #6 at 40" o.c. #6 at 24" o.c. #6 at 16" o.c. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Mortar shall be Type M or S and masonry shall be laid in running bond. b. Alternative reinforcing bar sizes and spacings having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the spacing of the reinforcement does not exceed 72 inches. c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least 5 inches. d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. e. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab. TABLE R404.1.1(3) REINFORCED CONCRETE AND MASONRY' FOUNDATION WALLS MAXIMUM WALL HEIGHT (feet) MAXIMUM UNBALANCED BACKFILL HEIGHT` (feet) VERTICAL REINFORCEMENT SIZE AND SPACING°•` FOR 12 -INCH NOMINAL WALL THICKNESS Soil classes a GW, GP, SW and SP soils GM, GC, SM, SM -SC and ML soils SC, MH, ML -CL and inorganic CL soils 4 #4 at 72" o.c. #4 at 72" o.c. #4 at 72" o.c. 5 #4 at 72" o.c. . #4 at 72" o.c. #4 at 72" o.c. 7 6 #4 at 72" o.c. #4 at 64" o.c. #4 at 48" o.c. 7 #4 at 72" o.c. #4 at 48" o.c. #5 at 56" o.c. 5 #4 at 72" o.c. #4 at 72" o.c. #4 at 72" o.c. 8 6 7 #4 at 72" o.c. #4 at 64" o.c. #4 at 56" o.c. #5 at 64" o.c. #5 at 72" o.c. #4 at 32" o.c. 8 #4 at 48" o.c. #4 at 32" o.c. #5 at 40" o.c. 5 #4 at 72" o.c. #4 at 72" o.c. #4 at 72" o.c. 6 #4 at 72" o.c. #4 at 56" o.c. #5 at 64" o.c. 9 7 #4 at 56" o.c. #4 at 40" o.c. #6 at 64" o.c. 8 #4 at 64" o.c. #6 at 64" o.c. #6 at 48" o.c. 9 #5 at 56" o.c. #7 at 72" o.c. #6 at 40" o.c. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Mortar shall be Type M or S and masonry shall be laid in running bond. b. Alternative reinforcing bar sizes and spacing having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the spacing of the reinforcement does not exceed 72 inches. c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least 8.75 inches. d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. e. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab. 2003 INTERNATIONAL RESIDENTIAL CODE® 73 2) #5 rebar .o extend 24 aches beyond opening. Reinforcement for openings in plain concrete ar to extend ning. Doorway: uire rebar in 1909.6.3 Openings in walls. Not less than two No. 5 bars shall be provided around window and door openings. Such bars shall extend at least 24 inches (610 mm) beyond the corners of openings. * All openings for windows and doors in structural plain concrete walls must be bound by two No. 5 (16) bars as follows. For openings not extending to the bottom of the wall, the bars must be placed on all four sides of the opening. For openings extending to the bottom of the wall, the bars are only necessary along the sides and top. To provide continuity at the corners of the openings, the bars must extend 24 inches (610 mm) past the corners. These extensions should occur at all four corners of an opening not extending to the bottom of the wall, and at the two top corners for other openings. WALL CONSTRUCTION NO. 4 CONTINUOUS BAR AS REQUIRED IN SECTION R611.7.1 TOP OF WALL STORY L < 2' (0.61 m) col E 2M Z c 21.E MIDDLE OF SPAN, A. NOT REQUIRING STIRRUPS SEE TABLE R611.7(2), R611.7(3), R611.7(4), R611.7(5), OR R611.7(8) LINTEL REINFORCEMENT AS REQUIRED 24" / L>_2'(0.61m) m 24" :0.6 m WALL REINFORCEMENT AS REQUIRED OPEN REINFORCEMENT AS REQUIRED PER TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN. MIN. 2.5 IN. MAX.- ir- T • SEE TABLE R611.7(2), R611.7(3), R611.7(8), R611.7(9) OR R611.7(10). -s D For SI: 1 inch = 25.4 mm. NOTE: Section cut through flat wall. i 1.5 IN. MIN. _ 2.5 IN. MAX. NO. 4 BAR LINTEL REINFORCEMENT REQUIRED MINIMUM NO. 3 STIRRUP AS REQUIRED INSULATING FORM HORIZONTAL LINTEL REINFORCEMENT AS REQUIRED FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN -GRID WALLS 186 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION R611.7.1.3 Horizontal steel. Concrete walls with a minimum thickness of 4 inches (102 mm) shall have a minimum of one continuous No. 4 horizontal reinforc- ing bar placed at 32 inches (812 mm) on center with one bar within 12 inches (305 mm) of the top of the wall story. Concrete walls 5.5 inches (140 mm) thick or greater shall have a minimum of one continuous No.4 horizontal reinforcing bar placed at 48 inches (1219 mm) on center with one bar located with in 12 inches (305 mm) of the top of the wall story. For townhouses in Seismic Design Category C, the minimum horizontal reinforcement shall be one No. 5 at 24 inches (610 m) on center or one No. 4 at 16 inches (407 mm) on center. For all buildings in Seismic Design Categories D, and D2, the minimum horizontal rein- forcement shall be one No. 5 at 18 inches (457 mm) on center or one No. 4 at 12 inches (305 mm) on center. Horizontal reinforcement shall be continuous around building corners using corner bars or by bending the bars. In either case, the minimum lap splice shall be 24 inches (610 mm). For townhouses in Seismic Design Category C and for all buildings in Seismic Design Cat- egories Dl and D2, each end of all horizontal reinforce- ment shall terminate with a standard hook or lap splice. R611.7.1.4 Lap Splices. Where lap splicing of vertical or horizontal reinforcing steel is necessary, the lap splice shall be in accordance with Figure R611.7.1.4 and a minimum of 40db, where db is the diameter of the smaller bar. The maximum distance between noncontact parallel bars at a lap splice shall not exceed 8db. R611.7.1.5 Standard hook. Where the free end of a re- inforcing bar is required to have a standard hook, the hook shall be a 180 -degree bend plus 4db extension but not less than 21/2 inches, or a 90 -degree bend plus 12db extension. R611.7.2 Wall openings. Wall openings shall have a mini- mum of 8 inches (203 mm) of depth of concrete for flat and waffle -grid ICF walls and 12 inches (305 mm) for screen -grid walls over the length of the opening. When the depth of concrete above the opening is less than 12 inches for flat or waffle -grid walls, lintels in accordance with Sec- tion R611.7.3 shall be provided. Reinforcement around openings shall be provided in accordance with Table R611.7(1) and Figure R611.7(2). All reinforcement placed horizontally above or below an opening shall extend a mini- mum of 24 inches (610 mm) beyond the limits of the open- ing. Wall opening reinforcement shall be provided in addition to the reinforcement required by Sections R611.3, R611.4, R611.5 and R611.7.1. The perimeter of all wall openings shall be framed with a minimum 2 -inch by 4 -inch plate, anchored to the wall with '/2 -inch (12.7 mm) diameter anchor bolts spaced a maximum of 24 inches (610 mm) on center. The bolts shall be embedded into the concrete a mini- mum of 4 inches (102 mm) and have a minimum of 11/2 (38 mm) inches of concrete cover to the face of the wall. Exception: The 2 -inch by 4 -inch plate is not required where the wall is formed to provide solid concrete around the perimeter of the opening with a minimum depth of 4 inches (102 mm) for the full thickness of the wall. R611.7.3 Lintels. R611.7.3.1 General requirements. Lintels shall be provided over all openings greater than or equal to 2 feet (610 mm) in width. Lintels for flat ICF walls shall be constructed in accordance with Figure R611.7(3) and Table R611.7(2) or R611.7(3). Lintels for waffle -grid ICF walls shall be constructed in accordance with Fig- ure R611.7(4) or Figure R611.7(5) and Table R611.7(4) or R611.7(5). Lintels for screen -grid ICF walls shall be constructed in accordance with Figure R611.7(6) or Figure R611.7(7). Lintel construction in accordance with Figure R611.7(3) shall be permitted to be used with waffle -grid and screen -grid ICF wall construction. Lintel depths are permitted to be increased by the height of the ICF wall located directly above the opening, pro- vided that the lintel depth spans the entire length of the opening. TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS WALL TYPE AND OPENING WIDTH (L) (feet) MINIMUM HORIZONTAL OPENING REINFORCEMENT MINIMUM VERTICAL OPENING REINFORCEMENT Flat, Waffle-, and Screen -Grid: L< 2 (0.61) None required None required Flat, Waffle-, and Screen -Grid: L >_ 2 (0.61) Provide lintels in accordance with Section R611.7.3. Provide one No. 4 bar within 12 inches (305 mm) from the bottom of the opening. Top and bottom lintel reinforcement shall extend a minimum of 24 inches (610 mm) beyond the limits of the opening. In locations with wind speeds less than or equal to 110 mph (177 km/hr) or in Seismic Design Categories A and B, provide one No. 4 bar for the full height of the wall story within 12 inches (305 mm) of each side of the opening. In locations with wind speeds greater than 110 mph (177 km/hr), townhouses in Seismic Design Category C, or all buildings in Seismic Design Categories D, and D2, provide two No. 4 bars or one No. 5 bar for the full height of the wall story within 12 inches (305 mm) of each side of the opening. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 1.609 km/h. NOTE: This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva- lent rectangular cross section. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. 172 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,b,c,d,f NO. 4 BOTTOM BAR SIZE MINIMUM LINTEL THICKNESS, T (inches) 3.5 5.5 7.5 9.5 LINTEL DEPTH, D (inches) 8 12 16 20 24 8 12 16 20 24 8 12 16 20 24 8 12 16 Supporting Roof Only MAXIMUM CLEAR SPAN, (feet -Inches) (Number is Middle of Span, A)a Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof Ground Snow Load 30 psf 4-9 (1-2) 6-8 70 psf 4-2 (0-9) 5-5 (1-3) 30 psf 3-10 (0-8) 70 psf 3-4 (0-6) 30 psf 3-5 (0-6) 70 psf 3-1 (0-5) 5-2 (1-10) 4-2 (1-2) For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/m2, 1 pound per square foot = 0.0479 kN/m2. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used, the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criteria: L/240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light -framed wall dead load is 10 psf e. No. 3 stirrups are required at d/2 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure R611.7(2) and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 2003 INTERNATIONAL RESIDENTIAL CODE® 173 WALL CONSTRUCTION TABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,eAa,t NO. 5 BOTTOM BAR SIZE MINIMUM LINTEL THICKNESS, T (inches) LINTEL DEPTH, D (inches) MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)e Supporting Roof Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof Ground Snow Load 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf 3.5 8 4-9 (1-2) 4-2 (0-9) 3-11 (0-8) 3-7 3-7 (0-6) (0-6) 3-5 (0-5) 12 7-2 (1-11) 6-3 (1-3) 5-11 (1-1) 5-5 5-5 (0-10) (0-10) 5-0 (0-8) 16 9-6 (2-9) 8-0 (1-9) 7-4 (1-6) 6-6 6-7 (1-2) (1-2) 5 11 20 11-1 (3-5) 9-1 (2-3) 24 5.5 8 5-6 (1-10) 4-10 (1-2) 4-7 (1-0) 4-2 4-2 (0-9) (0-10) 3-10 (0-8) 12 8-3 (3-0) 6-9 (2-0) 6-3 (1-9) 5-6 5-7 (1-4) (1-4) � 0. 16 9-9 (4-1) �� . p� a t 4 2024 �'� k *eie + �'�,' � tk�a" 75 8 6-1 (2-6) 5-2 (1-8) 4-9 (1-5) 4-3 4-3 (1-1) (1-1)-; 12 8-2 16 20 a 6-4 (3-1) tt 5-2 (2-1) 4-10 (1-9) 95 8 - 1::-.2 12 x P� 3ar 16 20 24 1� �• 6 a r �4 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/m', 1 pound per square foot = 0.0479 kN/m'. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criterion: L/240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light -framed wall dead load is 10 psf e. No. 3 stirrups are required at d2 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure R611.7(2) and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 174 2003 INTERNATIONAL RESIDENTIAL CODE® City of SPQR; A.NE VALLEY BUILDING DEPARTMENT • 11707 E. Sprauge Avenue, #106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008 1-1/4" to 2" maximum Y Nosing of trca. 34"-38" Handrail Return ends to wall, or terminate at newell post 6' 8" minimum 34" — 38" Intermediate rail spacing or pattern so that 4 -inch sphere cannot pass through Triangular, area formed by tread, riser and guardrail so that 6 in sphere can not pass through REQUIRED WIDTH OF RUNS HALL 8 E PRO VIDED INTHIS LOCATION (SECI70N 1003.3-3.8.2) NOTE HANDRAILS NOT SHOWN FOR CLARITY REQUIRED WIDTH OFRUN SHALL BEPROVIDED 1NTHIS LOCATION ECTION 1003.3.3.8.2) NOTE: HANDRAILS NOT SHOWN FOR CLARITY LIMITATION: APPLIES TO R-3 OCCUPANCY • (SECTIONI003.331.2) AND PRIVATE STAIRWAYS INR -1 OCCUPANCY STAIRWAY WIDTH PLAN VIEW WINDING STAIRWAY STTREAD WIDTH CHTWITHINANT .FSTAIRS SHALL THESMALLLEsT THAN3/IINCH )N1003.3.3.3) PLAN VIEW ALTERNATE USE OF WINDERS MAXIMUM 914 -INCH RISE BE wEEH TREADS PLAN VIEW CIRCULAR STAIRWAY WALL 4 LIMITATIONS: t ONLY APPLIES TO R-3 OCCUPANCY AND PRIVATE STAIRWAYS 84 R-1 OCCUPANCIES. 2 LIMITED TO SERVING AS EXIT FOR 400 SOUARE FEET MAXIMUM. PLAN VIEW SPIRAL STAIRWAY Stair Dimensions 1 1 1 Width (36" minimum) ,t -1:3,4/4 � Rise (4" minimum maximum) Run VW minimum) 1 The greatest riser hcight within any flight of stairs shall not exceed the samllest by more than 3/8". Stair treads shall be of uniform size and shape, except thc largest tread run within any flight of stairs shall not exceed thc smallest n was,ore than 3/8 inch. ' Handrails -'�►• �' /`I x 1 One rcquircd (two rcquircd if stair is open on sidcs) if there arc four or more risers. 1 Height (34" to 38" above nosing of treads). 1 Projection (1-1/2 between handrail and wall). 1 Handrails shall be continuous the full length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals. Guardrails 1 Required if 30" or more above grade. 1 Height (36" high at landings - handrail height at steps). 1 Openings (small enough that a 4" diameter sphere can not pass through). ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL 1=h' MIN . a::.�i!1:IIa:,: l*,�[:;;ref!a>f:wl!,-�,li."LNI:IR�"=".�•rH.=�' 1' WALL NOT ACCEPTABLE THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH THE 'CONTINUOUS' TERMINOLOGY IN THE CODE HANDRAIL CONTINUITY ;ote that while every effort is made to assure the accruacy of the information ument is not intended to address all aspects or regulatory requirements for a detailed information on a particular project, permit, or code requirement refer he appropriate division or staff. NOTACCEPTABLE NOT ACCEPTABLE contained in this brochure it is not warranted for accuracy. project and should serve as a starting point for your investiga- directly to applicable file and/or code/regulatory documents or ��. � � I:_c, c,q: 4�. � . fd � u f Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing Engineered Shear Wall Bracing EMERGENCY EGRESS REOUIREMENTS FROM SLEEPING ROOMS 1) NET CLEAR OPENING: 5'UAREFEET GRADE FLOOR OPENING (MAX 44-) c -,UARE FEET 2) NET CLEAR OPENING HEIGHT HES 3) NET CLEAR OPENING WIDTH -IES 5) EMERGENCYD DESCAPE &SILLI GHT RESCUE OPE Nry ; HAS OPERATIONAL FROM THE INSIDE OF THE ROUNI WITHOUT THE USE OF KEYS OR TORS s SMOKE ALARMS, SHALL BE INTERCON- NECTED AND HARD WIRED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL-,LARMS. (BEDROOMS, AREAS APPRc;'CHING BEDROOMS, VAULTED C FILING WITH RISE OF 24" & ON EACH FLOUR) DJ= EXHAUST; FANS tfl0'eFM kitchen 50 CFM batluooms & laundry VLNla�o To Egress windows openable 5.7 sq. 44" Sill PROTECTION AND OPEN'NGS BETWEEN DWELLING AND PRIVATE GARAGE SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: ❑ 5/8" TYPE "X' GYP BOARD (HABITABLE SPACE ABOVE) OR ❑ 1/2' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING)BE EOBETWEEN E�LEYLU PPED WITH WOOD DOORSOID OR HOIDENCE NEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8•, OR 20 MINUTE FIRE RATED DOORS. D rZO R ------- 35' - �- : _.Ess_Winc0Ws openable 64 -53-sq:= .._:44" sill u r,%F% 20' _ ---� 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 WINDOW WELL: Min. 9 sq. ft. horizontal area. Min. 3 ft. horizontal projection and width. Max. 44 in. vertical depth without a ladder Concrete lintels shall conform to Tables R611.7 (2) or (3) or Engineering is required. Reinforcement for openings in plain concrete is also required. UPC 508.2 — Water heaters require anchoring or strapping at upper and lower one third points to prevent horizontal displacement during earthquakes. Strapping shall be a minimum of 4 inches above controls. CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) FOUNDATION WALLS -3000 # PSI SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI ALL FOOTINGS MUST BE GONTINIJOUS PROVIDE SOLID BLOCKING -UNDER ALL COLUMNS BEARING WALLS AND SHEAR WALLS. PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS PARALLEL ,%SPAN U.N.O. PROVIDE -DOUBLE STUDS (MIN) TO FOUNDATION UNDER ALL.HIPAND GIRDER TRUSSES U.N.O. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES On JOISTS AB01 t Blocking required at mid height in unfinished bearing walls I. _ 2"x10"FJG166"p0 _ µBina rn� I ; 1-3 to "n -�- ( UP S, GARAGE 19' x 20'7 LIVING AREA _—___—.-------_._ I L DECKS: Ledger board requires V2" lag bolt @ 16" o.c. with flashing behind. Guardrail 36 in. high required if floor more than 30 in. above grade. Picket spacing no more than 4 in. apart. Posts require approved base and beam connectors. Min. 24 in. frost protection to finish grade with min. 12 in. footing base. :`�•: cam"`- -'j-- i V'= ( V .O (NI vt Q N1101.3.1– Attic insulation certification required as to R – 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. CEILING: '/z" GWB if perpendicular to rafters or trusses 24" o.c. and no water based texture used— otherwise 5/8" GWB. 30# felt for ice dam protection P 11 sqw 'ftJ 300 suq. ft. attic 15*fegd ED Giii0erelE irussas l D.C. ...,e C&ML-Oani fPliilv:s F;'602.1 �.. r,�,nr tiinwrous !bra;;e u allll r a u!c�" G.BB B�a�E�uiia�aa� HIP 11alp sir}utra� -"GT'se'alralp under sidljm "------ r F Ind- waH mijinTmated gat I�� S"X 114", ffma ijrg 30 Year comp roofing R-38 Blown hm bsull. ------------- 2x4 16-1 D in Z - I siu�ela}don 5�5ten1 '" mid 16 mill vapor banze'r 1F u knr F, Aj t S 6.4 Anchor Bolts- Minimum %Z" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. 7%!n6' QSB Sheathing / 1/8" GAP BE -1 uVEEN SHEATHING 11/2" dVrYwall m i a. fare taped 41 s opm! 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