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2006, 08-11 Permit App: 06003131 Reisdence?roject Number: 06003131 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/11/2006 Page 1 of 3 Project Information: Permit Use: SFR, GAS HEAT, ON SEWER Setbacks: Front Left: Right: Rear: Site Information: RigaMtkIVAMMV Plat Key: Name: Range Contact: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE C - S - Z: SPOKANE VALLEY, WA 99037 Phone: (509) 000-0000 Group Name: Project Name: MMEMONVICUMMIZMANVEMISIUMMVESV WITAIMERVAIMPEN District: Sout Parcel Number: 45233.4202 SiteAddress: 806 S REES LN Location:: CSV Zoning: UR -7* Water District: Area: .00 Acres Block: Lot: Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Urban Residential -7* Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: ���, Review Building Plan Review Hold: ❑ Depth: 0 Right Of Way (ft): 0 Released By: Driveway/Approach Originally Released: 8/9/2006 By: TMELBOU Released By: Originally Released: 8/11/2006 By: amblake Landuse/Zoning/HE Conditions Released By: Sewer Review Originally Released: 8/11/2006 By: Cdesimas Released By: Permits: MMIMMISIUMS5SRA PritrafftEMONMINSEEMMFORMIRIV.V.MaiMIOWAVOMPOMMION Operator: AMB Printed By: AMB Print Date: 8/11/2006 Project Number: 06003131 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/11/2006 Page 2 of 3 Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Description Grp TVpe Notes 1&2 FAMILY R-3 VB BASEMENT U R-3 VB DECK OPEN R-3 VB GAR WOOD U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING VENTILATING FANS CLOTHES DRYER HOOD -TYPE II Building Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 This Application: Total Project: Sq Ft Valuation Si Ft Valuation 1,509 $130,332.33 1,509 $130,332.33 1,509 $22,635.00 1,509 $22,635.00 200 $3,000.00 200 $3,000.00 426 $8,094.00 426 $8,094.00 Totals: 3,644 $164,061.33 3,644 $164,061.33 Units 1 1 1 Unit Desc SELECT SELECT SELECT Fee Amount $1,357.75 $4.50 $543.10 Permit Total Fees: $1,905.35 Mechanical Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 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: AMB Printed By: AMB Permit Total Fees: Print Date: Fee Amount $10.00 $10.00 $12.00 $2.00 $30.00 $10.00 $10.00 $ 84.00 8/11/2006 Project Number: 06003131 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/11/2006 Page 3 of 3 Plumbing Permit Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 15706 E VALLEYWAY AVE Phone: (509) 218-8510 VERADALE, WA 99037 Item Description TOILETSBIDETS SINKS TUBS DISH WASHERS CLOTHES WASHER WATER PIPING - DWV 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 Notes a, ,5m. „g.. ,...igt All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined approach width not to exceed 50% of total frontage. (A)LJTHE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW. (B)[JSOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Payment Summary i ,g .MtININN Permit Type Building Permit Mechanical Permit Plumbing Permit Fee Amount $1,905.35 $ 84.00 $66.00 $2,055.35 Invoice Amount $1,905.35 $ 84.00 $66.00 $2,055.35 Amount Paid $0.00 $0.00 $0.00 Amount Owing $1,905.35 $ 84.00 $66.00 $0.00 $2,055.35 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: AMB Printed By: AMB Print Date: 8/11/2006 Project Number: 06003131 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Contact: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE C - S - Z: SPOKANE VALLEY, WA 99037 Setbacks: Front Phone: (509) 000-0000 Group Name: Project Name: Date: 8/9/2006 Page 1 of 2 Permit Use: SFR, GAS HEAT, ON SEWER Site Information: Plat Key: Left: Right: Rear: Name: Range District: Sout Parcel Number: 45233.4202 SiteAddress: 806 S REES LN Location:: CSV Zoning: UR -7* Water District: Area: .00 Acres Block: Urban Residential -7* Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Lot: Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released By: Driveway/Approach Released By: Landuse/Zoning/HE Conditions Released By: Sewer Review Permits: Released By: Operator: AMB Printed By: AMB Print Date: 8/9/2006 Spokane JVa1I BUILDING PERMIT APPLICATION WORKSHEET City okare Valley Community Development Department , Building Division 2005 11707 E. Sprague Avenue, Suite 106 Spokane Valley, WA 99206 Phone: (509) 688-0036; Fax: (509) 688-0037 REQUIRED SITE INFORMATION Street Address: 13"0 & 5, S Assessor's Tax Parcel Number(s): Legal Description: Lc+ % , 1? / , I > •"//S lin e ri PERMIT DESCRIPTION: f ur'td A n e S r z Building Permit ❑ Change in Use ❑ Grading (1 Manufactured Home El Relocation n Tenant Improvement n Fire Safety ❑ Other OWNER/APPLICANT INFORMATION Owner: T itzi �f.c) lac_, IAC �'o f ❑ Applicant: Phone: ' zq -pit; . j Fax: 9 76 -- a'zo' % Phone: Fax: Address: -z i t... Mics J '!lye Address: c � r 9 'o37 City State Zip Code City State Zip Code n Contractor: t l cA.. � <w » �'� � lC e•/. ❑ Architect: Phone: f -r i, ' Fax: Phone: Fax: Address: Address: City State Zip Code City State Zip Code WA State Contractor License #: Contact: PERMIT/BUILDING INFORMATION HEIGHT TO PEAK: f.x, i DIMENSIONS:f Xl, # OF STORIES: MAIN FLOOR.TOAQ1 FTG:•".F t'D ! .2"LOOR SQ. FTG: UNFIN BASEMENT SQ. FT D : 1 I FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: 1.../DECK/COV. PATIO SQ. FTG:y 4 — OCCUPANCY GROUP: y.... F "' CONSTRUCTION TYPE: i ,_„ L.,...)L.,...)%li?a HEAT SOURCE: i 'ji cz 6" i'1�'"i±. 1 1,2L S ' _ # OF BEDROOMS: --2 TOTAL HABITABLE SPACE' IMPERVIOUS SURFACE AREA:.. COST OF PROJECT: - (...,, i 30% SLOPES ON PROPERTY: SEWER OR ON-SITE SEPTIC. SYSTEM? 51::'�-: : v _ RELOCATION MANUFACTURED HOME Width: Manufacturer: Length: Year: Pit Set: 1 Previous Address: Proposed Use: FIRE SAFETY Fire Sprinkler: # of Heads: Fire Alarm: Tent: Paint Booth: Fireworks Display: Blasting: Date/Time: Valuation: Above/Underground Storage Tank Size: WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE Plans Examiner: Address: Phone: Fax: City State Inspector: Phone: Fax: Address: Zip City State Zip SPECIAL INSPECTIONS ❑ BOLTING ❑ CONCRETE ❑ REINFORCEMENT ❑ WELDING Firm Name: Phone: Fax: Inspector(s): 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. Ownership of resulting development rights granted by any issued permit inure to the property owner. Print Name R(1t t Crap ° Signature Patti �-tez 2 Method of Payment: (Faxed permit applications will only be accepted with major bankcard) El Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: Sjkhe Valley 11707 East Sprague Avenue, Suite 106 509-688-0036 Phone Spokane Valley, WA 99206 509-688.0037 - Fax Plumbing Permit Application PROJECI" ADDRESS: 66 s OWNER LJ -Ly Y MAILING ADDRESS: (street) (city/state) CONTRACTOR: D /CTlee MAILING ADDRESS: street) rC.cp.1,,„ LICENSE It: (ZIP) (city/state) PLUMBING FIXTURES DETAILS WATER CLOSET, TADEIS PHONE 1: AMOUNT Z DISHWASHER CLOTHES WASHER GARBAGE DISPOSAL WATER SOFTENER SAM STALL, ON-SITE BUILT LAVS/BASINS, VAL FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X- RAY, FOOD; PREP/CULINARY/MEAT ELECT. HOT WATER TANK FOUNTAINS, DRINKING WATER PIPINGIDRAIN-IN WASTE, VENT, PLUMBING REVERSAL SEWAGE EJECTOR WATER USING DEVIcE NOTE; W GAS, SEE MECHANICAL AREA, CASE., COIL, TRENCH, CONDENSATE CROSS CONNECTION DEVICE 17 SPRINKLER SYSTEM VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS HOD OF PAYMENT ksii ci-mcj 0 11111111111 CARD NUMBER olUZED SIGNATURE; SUBTOTAL: PLUS PROCESSING FEE: EXPIRES: 176089E6 Oi TOTAL PERMIT FEE DUE: cid TO:Lr 200E OE d3S ** SO'd93d 1U101 ** 1'Y Sale Valley Mechanical Permit Application 11707 East Sprague Avenue, Suite 106 Spokane Valley, WA 99206 PROJECT ADDRESS: PERMIT USE: 509-688-0Q36-1'hQne 509-688-0037 - Fax PHONE (Daytime me Contact 9 )S 3 z( f. M'?f� A �,e G-�r`tc .art le � ---�_ �. � t �t7 (street) (city/state) CONTRACTOR: y t. MAILING ADDRESS: • • PHONE A: street) (city/state) DESCRIPTION OF WORK FUEL BURNING APPLIANCE UNLINFED APPLIAIJC$ (ADDITIONAL MR) UNLRTED APPLIANCE (ADDMONAL FEE) USED APPLIANCE (WSEC min. AFUE Ming) USED APPLIANCE (WS£C min AFUE rntng) BOR.ER/REFIUGERATIQN BOIL£NJREFRIG£RATION BOILER/REFRIGERATION BOIL ERiREFRICERATioN SOILERIREFRICERATION CAS LOG, GAS INSERT, GAS FIREPLACE RANGE DRYER FUEL BURNING WATER HEATER RISC FUEL BURNING APDL. GAS PIPING (ea QuWa DUCTSY$TEMS VgNFRAATING FANS 100,000 -OR</OO,p)0 +or <J00,000 ).4OO,o00 1- jOOM ITU 101•NOM BTU b41-1.000M871J 1001.1,7SOM B77J +1750M BTU AIR HANDLER (pQES NGT Indud< ducting) AIR HANDLER (DOES NOT include dun EVAPORATIVE COOLERS TYPE I HOOD TYPE II HOOD HEAT PUMP/AIR CONDITIONER AIR CONDMONER AIR CONDITIONER MR CONDmONER AIR CoNDrrIONER • QR c 10,000CFM > 10Ace CFM MDTIfOD OP PAYMENT C] CASH 0 CHEM 0 MONS PATE: EXPIRES: BANKCARD NUMBER, AUTHORIZED SIGNATURE: SO/SO ' d P6O096 Ol PLUS PROCESSING FEE TOTAL PERMIT FEE DUE; dJ TO:LT 200Z OZ dOS N 5 0- N L 7roc-f i4 t -is\ Scale 'Ail= Lc+ 1 13 31& I fIs kfatieA 5. des Ln PLANNING DEPT. APPROVED BY• DATE: Scale %''= 5` in+7 3 31&/ < o des Ln. 0 N 0 rn Ek. Form TT -077A Aa 6 z U kLL zd t; 111 h M = Z • 0 a M u eM-• N 0 0 CO N J & Z za . -±-.R Z F �J z a uN Mlfirn" l4" • trg A LU C 0 W {1•yR --3mfY^Y ¢w0zz = z CF W 2 _ oma. fi .te LL •J=�C6t .z JQ� a� aLLi.0ww 1T. Q?0 o p_17 z.xx u� w z d or n w N 4 Q `0 w Lu 9 6m<,z z•0.. WTd3O W 1- .y o.NQQ =ILI r SC7�, ILI Z <m <°�x P5. 00X - LL01- .i 0 . C u�co •arn la LAI .v. ca cazzo lab,. d O W 0 M z ' v Q W Y^ u.• N [I'Rr Eo,W z o60 z e" LL 81 §LLZ .22 m .. 0 0 U W a Q m 0 .0 Q SPOKANE COUNT" SPOKANE COUNTY DEPARTMENT OF BUILDING & PLANNING 1026 WEST BROADWAY AVENUE • SPOKANE, WA 99260-0050 Site Information Project Information Site Address: 806 S REES LN Parcel Number: 45233.4202 Subdivision: RANGE Block: 1 Lot: 1B Zoning: UNK Unknown Owner: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Building Inspector: Water Dist: Sewer Connection Permit 1 Project Number: 06006846 Inv: 1 Issue Date: 9/26/2006 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: Permits1 Contractor: PRECISION GRADING License #: PRECIGL97INJ 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 9/26/2006 5415 $100.00 Processed By: CUMMINGS, KATHY Printed By: HINTZ, FAITH Page 1 of 1 PERMIT Option I IV. v. WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Glazing Area '°: % of floor 25% Group R-1 Occupancy Only Unlimited Group R-3 Occupancy Only Unlimited Group R-1 Occupancy Only * Reference Case Glazing U -Factor Vertical Overhead" Door' U - Factor Ceiling2 U=0.031 U=0.031 Vaulted Ceiling3 U=0.034 U=0.034 Wa1112 Above Grade R-21 int' / U=0.054 R-21 int' / U=0.054 Wall? int° Below Grade Wall? ext4 Below Grade Floors U=0.029 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. Slab6 on Grade 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 ENERGY PROGRAM 1-7 O 1 6 2 0 O I CW Z Z O Q 0 CIZ <0 ZLL Q a" W Ce GC Z �O gulN J W OL DO Z I- OW CC 17-: ..J Z Ce O Z W LL u O Side Elevation Outside Elevation Extent of header (Two braced wall segments) v Extent of header (One braced wall segment) a O cp - . (n o -O 'NO) - N y ' -D s c 0 u 0 QJ Or° -CD 0 0 I C� 0 O Z 0 C 3 °a E C 00 u j y Not to scale L 1l a ok 3-.: Ial O Qk l .Il n:,R-nm 0 0 0 - CO N .. _.......t:...........aa1 itl 10 404 k0 10 0 1014 91 Ijtl 0'tl -.5., tot. 0-101' 1 C C) • O in 0 Cr) ' in s Fri -r 0.= p o Q1.N E C o S c O N C .0 N O N o) -cEo.c `,)ECE N O $ o LL- CO0. 0 oN C O J - 0.y •0 Ou0yZ O 0-0 N �•N� „9", o 0 Q"O O:D 1 0 C = LLJ O o in o C tN Min. (2) 2x4 typ. 771,1, ;ta 0 0: 3 ao N ce co N y N — "8-o -CN C)y- or Z� LN • 0 co 0 Ln S • I O0 0 o O a- 0 D O:- 4 -0 -0 0 -0 -0 -0 W 4 0 9 0 (9 q': Min. 2"x2"x3/16" plate washer 3 4 0 10 O t o .0)0 N r ..0 / City of SPOKANE 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 Nosing of rrea. 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 OFRUNSHALL BE PROVIDED INTHLSLOCATION (SECTION 1003.3.3.8.2) ���"P- 41t"‘ �) NOTE; HANDRAILS NOT , P`cP.6. SHOWN FOR CLARITY 5�t REQUIRED WIDTH OFRUNSHALL 13E PROVIDED TNTHIS LOCATION ECTION 1003.3.3.8.2) NOTE: HANDRAILS NOT SHOWN FOR CLARITY STAIRWAY WIDTH LIMITATION: APPLES TO R-3 OCCUPANCY ' (SECTION 1003.33.82) AND PRF TE STAIR W4YS IN R•1 OCCUPANCY PLAN VIEW WINDING STAIRWAY. 3TTREADWIDTFN GF{TWTTIWNANT .FSTAIRSSHALL )THESFLILU.EST THAN3/SINCH )N 1003.333) PLAN VIEW CIRCULAR STAIRWAY i'1iF•3e, PLAN VIEW ALTERNATE USE OF WINDERS MAXIMUM 914 -INCH RtSE BETWEEN TREADS r� 11i 1 26-41 1. oCENTER SUPPORT Cd COLUMN w G v Oi AND PRI LIMITATIONS: 1. ONLY APPLIES TO R•3 OCCUPANCY VOTE STAIRWAYS INIE R -t OCCUPANCS. 2 UNITED TO SERVING AS EXIT FOR 400 SOU ARE FEET MAXIMUM. PLAN VIEW SPIRAL STAIRWAY Stair Dimensions 1 1 1 1 Width (36" minimum) Rise (4" minimummaximum) Run minimum) The greatest riser height within any flight of stairs shall not cxcccd the samllest by more than 3/8". Stair treads shall be of uniform size and shape, except the largest tread run within any flight of stairs shall not cxcccd the smallest .by more than 3/8 inch. H edrails ,v\sX " 1 One required (two required if stair is open on sides) if there are 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 atsteps). 1 Openings (small enough that a 4" diameter sphere can not pass through). ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL I+wI..�ronlI lll? tPliiir dlilit i! rmilf ;,rr ear W MIN u'.ii''nilirni.•:'1,Ekliu,titl+�it d4il,w:ili!ill'Lill;l K µ' I.v'tlit t WALL NOT ACCEPTABLE THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH THE 'CONTINUOUS' TERMINOLOGY IN THE COOS HANDRAIL CONTINUITY NOTACCEPTABLE NOT ACCEPTABLE rote that while every effort is made to assure the accruacy of the information contained in this brochure it is not warranted for accuracy. ument is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga- • detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or he appropriate division or staff. 2) #5 rebar :o extend 24 .aches beyond opening. Reinforcement for openings in plain concrete (2) #5 rear to extend beyond op -ping. Doorway: do not reiuire rebar in in bottom of opening. 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 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 L<2'(0.61m) A LINTEL 24 L>_2'(0.61m) ^24� 40.6 m ;0.6 m' WALL REINFORCEMENT AS REQUIRED SEE TABLE R611.7(2), R611.7(3), R611.7(8), R611.7(9) OR R611.7(10). For SI: 1 inch = 25.4 mm. NOTE: Section cut through flat wall. OPEN REINFORCEMENT AS REQUIRED PER TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN. MIN. 2.5 IN. MAX.— T� NO. 4 BAR LINTEL. REINFORCEMENT REQUIRED MINIMUM NO. 3 STIRRUP AS REQUIRED —"C` INSULATING FORM 1.5 IN. MIN. _ 2.5 IN. MAX. 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 DI 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 D1 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 TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS 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 1/2 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. WALL TYPE AND OPENING WIDTH (L) (feet) Flat, Waffle-, and Screen -Grid: L< 2 (0.61) MINIMUM HORIZONTAL OPENING REINFORCEMENT MINIMUM VERTICAL OPENING REINFORCEMENT 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 D,, 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 Z500 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. 2003 INTERNATIONAL RESIDENTIAL CODE® 172 WALL CONSTRUCTION TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa.b.c.a.r NO. 4 BOTTOM BAR SIZE MINIMUM LINTEL THICKNESS, T (inches) MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)° LINTEL DEPTH, D (inches) 8 12 3.5 5.5 7.5 16 20 24 Supporting Roof Only Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof Ground Snow Load 30 psf 4-9 (1-2) 8 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) 12 16 5-2 (1-10) 20 24 4-2 (1-2) 8 12 16 20 24 9.5 8 12 16 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,b,`,a'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 35 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)11-1 5-11 1-0) 20 (3-5) 9-1 (2-3) 9, 24 re.�•.,.�n'$1.�o�„�r'�`. "��o'�'�hYA. .. �A "9�.�.. ... T� :���� `. ..M'�.,r� ��,?iw %.. .°`..�.t'+i:`+'$.' � mn�i'�,. .�'"��.�.^ y 55 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) 16(4-1) 20 24 7.5 8 6-1 (2-6) 5-2 (1-8) 4-9 (1-5) 4-3 4-3 (1-1) (1-1)8-2 12 (4-0) � • �,,` �r y��.„,' x. 16 20 x 24 95 8 6-4 (3-1) 5-2 4-10 (2-1) (1-9) � �” •� 12 , 16 20 24 t 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: 11240. 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. 174 2003 INTERNATIONAL RESIDENTIAL CODE® u /tel t �f e AA'G (5- W A t. L- 'PAN 5 L-- GYPSUM BOARD USED FOR lo' 3 INTERIOR BRACED WALL i10_Fed CONSTRUCTION SHALL BE5e FASTENED NO FURTHER THAN 7" O.C. - - -Egress windows openable 5.7 `sq. ft. 44" sill 3� ::� PJ C A L. N.�_Q 4tV— EMERGENCY EGRESS REQUIREMENTS FROM SLEEPING ROOMS J 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 44-) 5.0 SQUARE FEET 2) NET CI FAR OPENING HEIGHT 241NCHES 3i NET CLEAR OPENING WIDTH 2OINCHES 4) MAX FINISHED SILL HEI%iT 44' ABOVE FLOOR 51 EMERGENCY ESCAPE & 14ESCUE OPENING SHALLSE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT IHE 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' S ON EACH FLOOR) EXHAUST FABS -- l o0 1cFm; kitchen 50 CFM bathrooms &, laundry J -tom -cr4 (E-r"c o k - f 35' A 4" IOETWEEN ESHALL HAVE: ARE R: ,!STWVE ❑ 518' TYPE'X' GYP BOARD (HABITAKE WE AP- VF) OR ❑ 1/2' GYP BOARD (RESIDENWATTIC. ROWCE1: ANG) AOPEGS LAPPED GARAGE ANDS SHAL L BE STE IPPED SOUR WOO()101 OR HM YCOMB CORE STEEL DOORS NMTLESS T11w 1 M FIRE RATED DOORS. 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 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. 9VINDOW 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. 2" x 10" FJ @ 16" oc I I II Egress windows op�','I 5.7 sq. ft. - 44" sill I; FEE' I �I IF 1 Egress windows 53 sq. ft. 44" s CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1 ) r. GARAGE I 19' x 2(Y7 FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS PORCHES - 3500 # PSI Blocking required at mid ALLFOOT MUST BE CONTINUOUS height in unfinished hearing walls PROVIDE SOLID BLOCKING UNDERALL COLUMNS BEARING WALLS AND SHEAR -WALLS., SMOKE ALARMS SHALL BE INTERCOM- LIVING AREA PROVIDEDOUBLE JOINTS( MIN) UNDER PARALLEL TOSI'ANU.N.O.ALL WALLS NECTED AND HARD WIRED IN SUCH A MANNER THAT THE ACTIVATION OF ONE 3 PROVIDE DOUBLE STUDS (MIN) TO FOUNDATION ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS, AREAS APPROACHING BEDROOMS, UNDER ALL HIP AND GIRDER T§USSESU.N.O. VAULTED CEILING WITH RISE OF 24• & ON EACH FLOOR) PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. e� Q N I �4 y 'd; WAC' y O t0 C��+ co S tta C `d C R C aM(D w r- °c -D b q C L gQ,. CD R' R `D C V1 r� O' CCDM • • -.�,� I O p Ory rn rY • IQ ... �., 42En �- CD ui e� Q N 11 sq� 2J;300 sq. ft. aitic 15# tui elm iiia lf"inu: s24" (D.C. ..! 3W felt for ice 'r --7d rd baff ies dam protection 6D.4fa t `r6 )-id-" a ^l'5 a a c1 sx WOA,WALA— She.-Ming A— ' 1111 Ui'•c��ri She.- ling 1 /2"' 111 a" b P 11aip srid � -1kataS'e w1raip uau�d)e r Sidiva gra s l�, d y�� J pa ti �m ton 14-4 �u�ail�rc�,. ��vvail� umliim�►reaati�l l i� RJ x 1I4 "ffm rag '" drywall 2X4 1611 ©.'LY. Ink. Walls Passhmr,don sysieim „_ by 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. ZV4" OSB 30 Year comp roofing 13-33 BfCwn dim kr Suuu. 2x5.1W V C, Ext Wails R-21 Batt 7A(U' CSB Sheawung �1 /8" GAP B EN SHEATHING 2x41S�r'�yO.Cq. 1®rap ed uns�l9. . ¢W G�i7 3 b alfQdradnbr banL� r NO V 11/2"drywall mica. fire tap6d ftl k daw # t Garage S 4° =rr- 111 or 9S1opB bward¢1 C. t PROVIDE DIAGRAMS ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FIR,4'f':H INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWGi FC.M. GUDE COMPLiANL7,E SPOKANE B' !LUNG DIVISION (z.,