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2007, 10-11 Permit App: 07004016 Residence
Project Number: 07004016 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 10/11/2007 Page 1 of 3 Project Information: Permit Use: NEW SFR -SEWER Setbacks: Front Site Information: Plat Key: Left: Right: Rear: Name: Greenacres Valley Estates Contact: CLIFF SCHMITZ CONSTRUCTION Address: 16520 E. SECRETARIAT C - S - Z: VERADALE, WA 99037 Phone: (509) 922-4297 Group Name: Project Name: District: East Parcel Number: 55074.3912 Block: SiteAddress: 18210 E SHANNON AVE Location:: CSV Lot: Owner: Name: CLIFF SCHMITZ CONSTRUCTIO Address: 16520 E SECRETARIAT SPOKANE VALLEY, WA 99037 Zoning: UR -7* Urban Residential -7* Water District: 134 CONSOLIDATED ID #19 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: 10/8/2007 By: tmelbourn Landuse/Zoning/HE Conditions Released By: Sewer Review Permits: Originally Released: 10/10/2007 By: mbasinger Released By: Originally Released: 10/11/2007 By: jdavis Operator: jmm Printed By: JD Print Date: 10/11/2007 Project Number: 07004016 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 10/11/2007 Page 2 of 3 Contractor: CLIFF SCHMITZ Address: 16520 E SECRETARIAT VERADALE WA 99037 Description Grp Type Notes 1&2 FAMILY R-3 VB 2ND FLOOR R-3 VB BASEMENT U R-3 VB GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Contractor: STURM HEATING Address: 1112 N NELSON SPOKANE, WA 99202 Item Description GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING VENTILATING FANS HOOD -TYPE II Building Permit Firm: CLIFF SCHMITZ CONSTRUCTIO Phone: (509) 922-4297 This Application: Total Project: Sg Ft Valuation Sq Ft Valuation 851 $77,747.36 851 $77,747.36 427 $31,888.36 427 $31,888.36 851 $12,765.00 851 $12,765.00 850 $16,150.00 850 $16,150.00 Totals: 2,979 $138,550.72 2,979 $138,550.72 Units Unit Desc SELECT SELECT SELECT Permit Total Fees: Mechanical Permit Units 1 1 2 2 1 Operator: jmm Printed By: 3D Fee Amount $1,212.15 $4.50 $484.86 $1,701.51 Firm: STURM HEATING Phone: (509) 325-4505 Unit Desc NUMBER OF NUMBER OF # OF UNITS NUMBER OF NUMBER OF Permit Total Fees: Fee Amount $10.00 $12.00 $2.00 $20.00 $10.00 $54.00 Print Date: 10/11/2007 Project Number: 07004016 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 10/11/2007 Contractor: Address: LIGHTNING MECHANICAL INC 7110 E 6TH AVE SPOKANE VALLEY WA 99212 Item Description TOILETSBIDETS SINKS TUBS DISH WASHERS GARBAGE DISPOSAL CLOTHES WASHER FLOOR DRAINS MISCELLANEOUS FIXTURES Notes: Payment Summary Permit Type Building Permit Mechanical Permit Plumbing Permit Units 2 3 2 1 1 1 1 3 Fee Amount $1,701.51 $54.00 $84.00 Plumbing Permit Page 3 of 3 Firm: LIGHTNING MECHANICAL INC Phone: Unit Desc NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF Permit Total Fees: Invoice Amount $1,701.51 $54.00 $84.00 (509) 533-9089 Fee Amount $12.00 $18.00 $12.00 $6.00 $6.00 $6.00 $6.00 $18.00 Amount Paid $0.00 $0.00 $0.00 $84.00 Amount Owing $1,701.51 $54.00 $84.00 $1,839.51 $1,839.51 $0.00 $1,839.51 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: jmm Printed By: JD Print Date: 10/11/2007 pPermit Center '''T'' 11707 E Sprague Ave, Suite 106 `� kerne 410sVal ley Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 U31NAO ]JV Community Development www spokanevalleY or,,.corn.LOU () 0 Residential Construction Permit Application SITE ADDRESS ASSESSORS PARCEL NO: 1 Building owner Name: Address: City: Phone: Contact Person Name: Phone: Zip: Fax: PERMIT NUNrWER: 9PERMIT FEE: ❑ Addition/Remodel o Other: \ c LEGAL DESCRIPTION: I_ 04, o Accessory Bldg o Deck Describe the scope of work in detail: iU&i RLSi)e/I( **************Tbe HEIGHT TO PEAK: Zti MAIN FLOOR TO SQ. FTG: FINISHED BASEMENT SQ. FTG: # OF BEDROOMS: Contractor. Name: C L//iitp Sc rn "('rz 60rO S Address: i (!I S 1 ' 'SCi Gg% - City: j,hejethO_ Zip: /gel 3'� Phone:99T77 Fax: q Z. r'5dU Lic No: Exp. Date: City Business Lic No: Cost of Project: $ /0 .s--vo following MUST be complete: (write N/A if not applicable)********************** DIMENSIONS: # OF STORIES: TOTAHABITABLE C SPACE: Sax 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: AREA: IMPERVIOUS SURFACE 6 l'' 4/ / 0(4'g' f o e DECK/COV. PATIO SQ. FTG: 30% SLOPES ON 19- PROPERTY: ,73•' SEWER OR SEPTIC? GARAGE SQ. FTG: CONSTRUCTION TYPE: HEAT SOURCE: 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 ordinanc 6 Plans or additional information may be required to be submitted, and subsequently approved before this application can be pr Signature Method of Payme ❑ Cash Bankcard #: Authorized Signature: REVISED 8252005 axed permit a ❑ Check Date lb — 6--'Q l% !!cations will only be accepted with major bar kca ) 0 Mastercard ❑ Expires: VIN#: ❑ Other SpeAanems Valley , Con -Enmity Development Mechanical Permit rl lllll 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX:(509)6H-0037 um-a1-snokanergaIle v. ora Application PERMIT NU ER: U Commercial Fesidential PERMIT FEE: Sit A._•.7. -}DRESS: �v Building Ovrner - - .. - .. v.LIL)f. p UKANE -' -1..• .. , Phone: Fax: Name: VAI LEY 6- �•.( % p Add est: City State: OUT�) L I. Contra tar G - Phone: ilni PERMIT . CENTER ,:,--c-iikz_vio14eriortiQ Name City: State: Address: License No: City Business Lic: Contact-_. Name Phone �_. OF WORK 0 OF UNITS X COST = TOTAL AMOUNT DESCRIPTION APPLIANCE Equal to or less than 100,000 I X $120D = 1 FUEL BURNING APPLIANCE More than 100,000 - X $15.00 = 2 FUEL BURNING APPLIANCE (Additional Fee) Equal to or less than 400,000 X $50.00 = 3 UNLISTED (Additional Fee) More than 400,000 X $100.00 = 4 UNLISTED APPLIANCE min. AFUE rating) Equal to or less than 400.000 X $50.00 = 5 USED APPLIANCE (WSEC (WSEC min. AFUE rating) More than 400,000 X $100.00 = 6 USED APPLIANCE 1 - 100M BTU X $1200 = 7 BOILER/REFRIGERATION 101 - 50DM BTU X $20.00 = 6 BOILER/REFRIGERATION $25.00 = 501 - 1,00DM BTU X 9 BOILER/REFRIGERATION 1,001 - 1,750M BTU X $35.00 = 10 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 = 11 BOILER/REFRIGERATION GAS INSERT, GAS FIREPLACE X $10.00 = 12 GAS LOG, X $10.00 = 13 RANGE X $10.00 = 14 DRYER BURNING WATER HEATER 1 X $10.00 = 15 FUEL FUEL BURNING APPLIANCE X $10.00 = 16 MISC. PIPING (each outlet) X $1.00 = 17 GAS SYSTEMS� X $10.00 = 18 DUCT VENTILATING FANS ri x $10.00 = 19 AIR HANDLER (DOES NOT include ducting) Equal to or less than 10.000 CFM X $12.00 = 2D HANDLER (DOES NOT include ducting) Greater than 10.000 CFM X $15.0D = 21 AIR EVAPORATIVE COOLERS x $10.00 = 22 TYPE I HOOD X $50.00 = 23 TYPE II HOOD 1 X $10.00 = 24 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 = 25 AIR CONDmONER 3-15 TON X $20.00 = 26 AIR CONDmONER 15-3D TON X $25.00 = 27 AIR CONDITIONER 30-50 TON X $35.00 = 28 29 AIR CONDITIONER More than 50 TON X $60.00 = 3D LPG STORAGE TANK X $10.00 = WOOD OR PELLET STOVE/INSERT X $10.00 = 31 32 WOOD STOVE - FREE STANDING X $2500 = 33 REPAIR & ADDmONS X $15.00 = VENTILATION SYSTEMS X $12.00 = 34 VENTILATION MECHANICAL EXHAUST X $1200 = 35 - RESIDENCE X $1900 = 36 INCINERATOR - COMMERCIAL X $2200 = 37 INCINERATOR METHOD OF PAYMENT: EXPIRES: OCASH 0 CHECK ❑ VISA OMC VIN: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: CARD r. AUTHORIZED SIGNATURE: R.EV1SED 6126/05 4_r 41'6 �tUv ... �*kri c_u.. .-��c, Juts Av0 Spokane Valley, WA 99206 (509)58&-0036 FAX: (509)688-0937 Co rnunityDevelopnent w-A-w.caokanevaiiev.oro Plumbing Permit Application Commercial FERMI I NUMBER HERMIT t k.E: I I Residential S. ADDPFcS: ECEIVED BY CRY OF KANF v�,1 Building Owners Nape: Thane: Fax: A> a,- City:s _ PE 01 CEIREF1 C utTacfur }�-w in 2-�' I)1 I N� ---4..-.77,_.-!----„_____,....:. eA.. Nam: Phone: Fax: Address: City: Staff: .Zip: License Na: City Business Lic Contact ;'name: Phone_ DESCRIPTION OF WORK & OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS _ X $6.00 = 2 URINALS X $6.00 _ - 3 TUBS 1/ X $6.01) = 4 SHOWERS (PER TRAP) BATH, STALL. ONSITE BUILT X $6.00 = 5 SINKS LAVSfBASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT 3 X $6.00 = 6 DISHWASHER X $6.00 = 7 CLOTHES WASHER J 11 $6.00 6 GARBAGE DISPOSAL ' X $6.00 = 9 WA .t -t SOFTENER X $6.0D = 10 - ELECTRIC HOT WATER TANK _ NOTE IF GAS, SEE MECHANICAL X $6.00 = 11 FLOOR DRAINS AREA. CASE, COIL, TRENCH, CONDENSATE 1 X $6.00 = 12 ROOF DRAINS/OVERFLOW DRAINS X 56.00 = 13 FOUNTAINS, DRINKING x $6.00 = 14 WA EN PIPING/DRAIN-IN WASTE. VENT. PLUMBING. REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X S6 -DO = 15 SEWAGE EJECTOR 1 GRINDER, SUMP PUMP X $6.00 = 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP3 COOLER X $8-00 = 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND RP-B.P.D. FOR VATS, TANKS, BOILERS X $6.0D = 18 INTERCEk- 1 ORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $6_00 = 19 MEDICAL GAS (per outlet) NITROUS, OXYGEN _ X $6.00 = 2D MISCELLANEOUS PLUMBING FIXTURE X 00 _ 21 PRIVATE SEWAGE DISPOSAL/SYS X $20.00 = — 22 INDUSTRIAL WASTE INTERCEPTOR _- X $15.00_ = METHOD OF PAYMENT: SUBTOTAL ©CASH D CHECK 0 VISA D MC EXPIRES: PROCESSING FEE 535.00 Card# VIN: TOTAL PERMIT FEE DUE: AORIZED SIGNATURE: REVLS✓i &17bN5 �SeoI(ArIE CouRTv SPOKANE COUNTY DEPARTMENT OF BUILDING & PLANNING 1026 WEST BROADWAY AVENUE • SPOKANE, WA 99260-0050 Site Information Information Project Information Site Address: 18210 E SHANNON AVE Parcel Number: 55074.3912 Subdivision: RANGE Block: Lot: Zoning: UNK Unknown Owner: CLIFF SCHMITZ CONSTRUCTION, IN Address: 16520 E SECRETARIAT VERADALE, WA 99037 Building Inspector: Water Dist: Project Number: 07006927 Inv: 1 Issue Date: 10/9/2007 Permit Use: SEWER CONNECTION - GREENACRES VALLEY EST Applicant: CLIFF SCHMITZ 5722 N VISTA GRANDE DR OTIS ORCHARDS, WA 99027 Contact: CLIFF SCHMITZ 5722 N VISTA GRANDE DR OTIS ORCHARDS, WA 99027 Phone: (509) 999-7733 Phone: (509) 999-7733 Setbacks - Front: Left: Right: Rear: Group Name: Project Name: tPermits Sewer Connection Permit Contractor: HAWKINS CONST CO License #: HAWKICC044KN 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 AmountOwinz $100.00 $100.00 $0.00 Tran Date 10/9/2007 Receipt # Payment Amt 5949 $100.00 Notes / Conditions of Approval FIRE DISTRICT #1 - PLAN REVIEW FEE IS REQUIRED FOR ALL SITE PLAN REVIEWS CONDUCTED BY FD #1. Processed By: DOMPIER, DAWN Printed By: Lemley, Linda Page 1 of 1 PERMIT NOTICE It is the responsibility of the applicant/permittee to see to it that the use described on the front of this permit complies with applicable codes and requirements and that required inspections are requested. Failure to request inspections as listed below and obtain the necessary approvals before progressing beyond the point where inspections are required may necessitate removal of certain parts of the construction at the applicant's/permittee's or property owner's expense. At a minimum, the following inspections ARE REQUIRED by County Code: 1. FOOTING - when forms and reinforcement are in place and prior to placement of concrete—all structures, including manufactured homes. NOTE: This inspection includes review of the structure's setbacks from property lines. Minimum setbacks are established by County zoning regulations. Front, flanking, side and rear yard setbacks are measured from property lines. Curb lines and fence lines are not necessarily indicative of property lines. In some residential areas, the County can own as much as 20 feet of right-of-way between your property and the actual improved street/ curb. The responsibility to comply with applicable setback provisions lies solely with the permittee—neither Spokane County nor its authorized representatives assume any responsibility for the verification or location of your property lines. Please verify their location prior to locating your structure. Failure to properly locate the structure may require its relocation at the owner's/permittee's expense. 2. FOUNDATION - when forms and reinforcement are in place and prior to placement of concrete. 3. FRAMING - after all framing, bracing and blocking is in place, plumbing, mechanical rough -in inspections have been approved, and prior to concealing. 4. INSULATION - prior to the installation of drywall. 5. PLUMBING - after rough -in, before covering, and final. 6. MECHANICAL - rough -in of piping, before covering, metal chimneys before concealment, and final. 7. FINAL - when complete and prior to occupancy and/or use. Please provide 24 hours notice. All permits require final inspection. NOTE: In addition to inspection of the structure, this inspection includes review of site improvements (typically depicted on the approved site plan) required by ordinance or as a condition of approval of this permit. Items such as the installation of fire hydrants, fire department access, on-site drainage ('208 swales"), road improvements, parking, and landscaping are common requirements of a permit/site plan which must be completed prior to final approval of a building or issuance of a Certificate of Occupancy. 8. MANUFACTURED HOMES - In addition to Foundation inspections prior to pouring pads, inspection of blocking, tie -downs, stairs, handrails, skirting, etc., installations when completed per manufacturers installation instructions; Final inspection approval prior to occupancy: completed Wains Tag(s) must be affixed to the home and completed inspection record card and manufacturers installation instructions must be available on site. 9. SEWERS - prior to cover 10. RIGHT-OF-WAY/APPROACH - prior to placement of concrete, or, if gravel approach, after completion. In addition to the above, any plumbing or mechanical systems or material which would be concealed by framing, drywall, concrete, etc., must be inspected prior to cover. Check with the department for "special inspections" in conjunction with commercial projects. FOR INSPECTIONS: TO INSURE PROMPT SERVICE, PLEASE GIVE ONE WORKING DAY/24 HOUR NOTICE PARTS OF YOUR PROJECT MAY REQUIRE PERMITS AND INSPECTIONS FROM MORE THAN ONE AGENCY. • Building, plumbing, mechanical and fire inspections, Department of Building & Planning 477-3675 • Construction in a flood plain, Division of Engineering & Roads 477-3600 • Electrical wiring, State Department of Labor and Industries 324-2640 • On-site waste disposal system, Spokane Regional Health District 324-1560 • Road cuts for utilities or driveways, Division of Engineering & Roads - 48-HOUR NOTICE REQUIRED 477-3600 or State Department of Transportation 456-3000 • Sewer connection, Division of Utilities 477-3604 or City Public Works Department 625-6300 PERMIT EXPIRATION AND REFUNDS Unless otherwise noted, building, plumbing, fire and mechanical permits will be considered null and void by limitation if the work authorized by the permit is not commenced within 180 days or is stopped for a period of 180 days, unless a written request for an extension of the permit is received and approved by the Building Official prior to expiration. At a minimum an inspection should be requested at least once every 180 days to assure the validity of the permit. Please call if you have any questions concerning the validity of your permit. Please contact the other agencies with respect to their refund policy on all other permit types. All requests for building permit refunds must be made in writing by the applicant/permittee (shown on the reverse) no later than 180 days after the date of fee payment. Refunds of not more than 80% of the permit fee paid may be authorized when no work has been done under the permit. No refunds may be authorized more than 180 days after fee payment. MISTAKE? If you think we've made an error in processing this permit or in conducting inspections pertaining to it, or find erroneous information in the permit, please bring it to our attention immediately by filing a written request for correction within 10 working days of discovery. All such requests should be directed to the Department of Building and Planning at the below address. Spokane County Department of Building & Planning 1026 West Broadway Avenue Spokane, WA 99260 Phone: (509) 477-3675 Fax: (509) 477-4703 TDD: (509) 477-7133 REVISED 06/07 BLDG PERMIT (,ZtJl Of 2001 WSEC-Residential Compliance Fort r -r' -�i BY Prescriptive (Chapter 6) Options for all R Occupancies, Climate 6tie 2 l !�. i• Heat source: ALL Prt tI D' SPOKANE VALLEY ,Y BUILDI TG DP+- PAR.yy7 J-TENrER 1170716. Sprauge Avenue, #106, Spokane Valley, Washington 99206 - Tel 509-921 100(f ' -1008 DATE: JO— • SITE ADDRESS _ Q F `� l•a•�� no r> PERMIT NO. - I INSTRUCTIONS 1) Your permit will be processed more efficiently if help you with general questions about this form_ exceptions or substitutions. 2) Glazing percentage determines which option to proceeding to the option table below_ GLAZING AREA CALCULATION: SF. HEATED FLOOR AREA (ALL FLOORS) _ % OF GLAZING TOTAL WINDOW AREA - NOTE: Use rough opening (RIO) for window area. Include all half -lite and full -lite door glazing in this calculation_ CANT COMPLY? If none of the Prescriptive (Chapter 6) Options below are acceptable, consider systems analysis h_ The main advantage is uggle individual U - (Chapter ( 4)-v or, Component Performance (xhimuter m value isn't n'tcexceeded- Note at the overall performance requirements a an arefacno (ss string) n than as are no less stringent than the Prescriptive requirements. Calculations may be performed by hand °v.erier using wsu_edu/ acceptable computer software program. Helpful forms and other resources can be downloaded at tittp:// gy buildings_ E you provide all of the requested information- Department staff can Your building must match the selected option requirements without choose. Complete the following glazing area calculation before s 11.6\ r` S Glazing U -Fact 0 4 U Door' Ceiling U -factor z Wall` ext* Below Grade R -21R_21 R-38 R-30 inti Stab` on Grade R-12 R-30 MUST BE ATTACHED TO APPROVED PLANS 15% 0.40 0.58 020 R-21 R-12 R-30 R-10 R-30 R-19 +. R_5e Unlimited Group R-3 Occupancy Only R-21 inti a Nominal R -,aloes are for wood 1611e assemblies only of asserrbfies tariff in ao:o dance with Section ti oned floor area of 13%, it requirements for each option fisted. For example, if. a proposed design has a glazing meet the specific 1 shall comply with a0 of the require eri s of the 15% glazing opton (or higher). Proposed designs, which cannot requirements of a fisted 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. 'Adv denotes Advanced Framed Cei00ng. 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-12or on the interior to the same level as was 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 manufachirees specifications- See Section 6022 6. Floorsoder cap or ego sed to ambient air conditions. 6. Reqguired stab perirreter insulations shaft be a water resistant materiaf.sranufaciured for its intended use. and installed according manufacturer's specifications. 7. Int denotes standard frarring 16 indnes on center with headers insulated S a minimum sheathing. 9. insulation. 6. This wall insulation requirement denotes R-19 wail cavity insulation plus 9. Doors. including all fire doors, shall be assigned default U -factors from Table 10-6C. conditioned floor area 10. Where a ireximuutt grazing area is listed, the total glazing area (combined vertical plus overhead) as a percent avec nditioned shall be less than or equal to that value_ Ove t1ead glazing with U -factor of U 440 or less is not iriciuded in glazing 11. Overhead glazing shall have U -factors deigned in:aaordance. with NERC 100 or as specified in Section 50115- 12. Log and solid timber walls with a minin-um average thickness or 3.S are exempt form this insulation requirerr en t Forn 5-050801-2001 Residential Comp Form FOUNDATIONS R404.1.1 Masonry foundation wails. 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 Di 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: 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. TABLE R404.1.1(1) PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS MAXIMUM WALL HEIGHT (feet) MAXIMUM UNBALANCED BACKFILL HEIGHT` (feet) PLAIN CONCRETE MINIMUM NOMINAL WALL THICKNESS (inches) PLAIN MASONRY' MINIMUM NOMINAL WALL THICKNESS (inches) Sol classes° GW, GP, SW and SP GM, GC, SM, SM -SC and ML SC, MH, ML -CL and inorganic CL GW, GP, SW and SP GM, GC, SM, SM -SC and ML 5 4 5 6 6 6 6 6 6 6 solidd or 8 6 solid° or 8 6 solids or 8 8 SC, MH, ML -CL and inorganic CL 6 solid° or 8 10 6 4 5 6 6 6 6 6 6 8g 6 6 • 8: 6 solid° or 8 6 solid° or 8 8 6 solid° or 8 8 10 6 solid° or 8 10 12 7 4 5 6 7 6 6 6 8 6 6 8 8 6 8g 8 10 6 solid° or 8 6 solid° or 8 10 12 8 10 12 10 solid° 8 10 10 solid° 12 solid° 8 4 5 6 7 8 6 6 8g 8 10 6 6 8 10 10 6 8 10 10 12 6 solid° or 8 6 solid° or 8 10 12 10 solid° 6 solid° or 8 10 12 12 solid° 12 solid° 8 12 12 solid° Footnote e Footnote e 9 4 5 6 7 8 9 6 6 8 8 10 10 6 8g 8 10 10 12 6 8 10 10 12 Footnote f 6 solid° or 8 8 10 12 12 solid° Footnote e 6 solid° or 8 10 12 12 solid° Footnote e Footnote e 8 12 12 solid° Footnote e Footnote e Footnote e For SI: 1 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, f' is 4,000 psi. 72 2003 INTERNATIONAL RESIDENTIAL CODE® FOUNDATIONS • TABLE R404.1.1(2) REINFORCED CONCRETE AND MASONRY° 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) vVI�VIII IVIY ■Yfl I_O 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 6 #4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. #4 at 40" o.c. #4 at 48" o.c. #5 at 48" o.c. 7 4 5 6 7 #4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. #4 at 40" o.c. #4 at 48" o.c. #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c. #4 at 48" o.c. #4 at 40" o.c. #5 at 40" o.c. #6 at 48" o.c. 8 5 6 7 8 #4 at 48" o.c. #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c. #4 at 48" o.c. #5 at 48" o.c. #6 at 48" o.c. #6 at 40" o.c. #4 at 40" o.c. #5 at 40" o.c. #6 at 40" o.c. #6 at 24" o.c. 9 5 6 7 8 9 #4 at 48" o.c. #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c. #6 at 40" o.c. #4 at 48" o.c. #5 at 48" o.c. #6 at 48" o.c. #6 at 32" o.c. #6 at 24" o.c. #5 at 48" o.c. #6 at 48" o.c. #6 at 32" 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° 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. 7 5 #4 at 72" o.c. . #4 at 72" o.c. #4 at 72" o.c. 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 #4 at 72" o.c. #4 at 56" o.c. #5 at 72" o.c. 7 #4 at 64" o.c. #5 at 64" 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 P:P7771:170 BY 23117 VI( CENTER BY: e Lze_A‹ 3 LOT 12 7)141 SF 1N3W3SV3 Anirin roTA N )Acor\ D -n )9vE APPROVED BY