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2006, 04-21 Permit App: 06001431 ResidenceProject Number: 06001431 Inv: I Application Date: 4/21/2006 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: SFR, GAS HEAT, ON SEWER Contact: DIAMOND ROCK CONST Address: 2602 N SULLIVAN C - S - Z: SPOKANE, WA 99216 Setbacks: Front Left: Right: Rear: Phone: (509) 924-8964 Group Name: Site Information: Project Name: Plat Key: Name: Range District: East Parcel Number: 45233.4211 Block: Lot: SiteAddress: 916 S REES LN Owner: Name: DIAMOND ROCK CONST Location:: CSV Zoning: UR -7* Urban Residential -7* Water District: Area: 6,823 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Address: 2602 N SULLIVAN SPOKANE, WA 99216 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Reviews P Driveway/Approach Originally Released: 4/20/2006 By: TMELBOU z ` aw Originally Released: Landuse/Zoning/HE Conditions�y.. 4/19/2006 By: amblake ., Sewer Review Originally Released: 4/19/2006 By: CJJANSSE Released -By: ". e M '� Permits: Operator: AMB Printed By: AMB Print Date: 4/21/2006 Project Number: 06001431 Inv: 1 Application Date: 4/21/2006 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Item Description APPROACH -CONST IN ROW Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Approach - Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 Units Unit Desc Fee Amount 1 NUMBER OF $50.00 Permit Total Fees: $50.00 Building Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Item DescriQtion DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING VENTILATING FANS CLOTHES DRYER HOOD -TYPE II Permit Total Fees: $1,599.59 Mechanical Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 Units Unit Desc Fee Amount 1 This Application: Total Project: Description Grp Tvve Notes Sq Ft Valuation Sg Ft Valuation 1&2 FAMILY R-3 VB $40.00 506 $43,703.22 506 $43,703.22 2ND FLOOR R-3 VB Permit Total Fees: 747 $55,785.96 747 $55,785.96 BASEMENT F R-3 VB 370 $7,400.00 370 $7,400.00 BASEMENT U R-3 VB 502 $7,530.00 502 $7,530.00 DECK OPEN R-3 VB 216 $3,240.00 216 $3,240.00 GARAGE U-1 VB 410 $7,790.00 410 $7,790.00 Totals: 2,751 $125,449.18 2,751 $125,449.18 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,139.35 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW < 7999 SQ FT 1 SELECT $455.74 Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Item DescriQtion DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING VENTILATING FANS CLOTHES DRYER HOOD -TYPE II Permit Total Fees: $1,599.59 Mechanical Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 Units Unit Desc Fee Amount 1 NUMBER OF $10.00 1 NUMBER OF $10.00 1 NUMBER OF $12.00 2 # OF UNITS $2.00 4 NUMBER OF $40.00 1 NUMBER OF $10.00 1 NUMBER OF $10.00 Permit Total Fees: $94.00 Operator: AMB Printed By: AMB Print Date: 4/21/2006 Project Number: 06001431 Inv: 1 Application Date: 4/21/2006 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Item Description TOILETSBIDETS SINKS TUBS DISH WASHERS CLOTHES WASHER WATER PIPING - DWV Notes: Payment Summa Plumbing Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509)218-8510 Units Unit Desc Fee Amount 3 NUMBER OF $18.00 4 NUMBER OF $24.00 2 NUMBER OF $12.00 1 NUMBER OF $6.00 1 NUMBER OF $6.00 2 NUMBER OF $12.00 $78.00 Permit Total Fees: $78.00 Permit TMe Fee Amount Invoice Amount Amount Paid Amount Owiniz Approach $50.00 $50.00 $0.00 $50.00 Building Permit $1,599.59 $1,599.59 $0.00 $1,599.59 Mechanical Permit $94.00 $94.00 $0.00 $94.00 Plumbing Permit $78.00 $78.00 $0.00 $78.00 $1,821.59 $1,821.59 $0.00 $1,821.59 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: 4/21/2006 4 Permit Center 600 e 11707 E Sprague Ave, Suite 106 � `'� ' f �E� NBE.I�` j% Spokane Valley, WA 99206 ixr r "alley (509)688-003 698-0037 Community Development «'AN,�v.spokane�Ull i,.oYLi.com __Residential Construction c -ti; Tew Construction ❑ Accessory Bldg --- Permit Application C ❑ Addition/Remodel ❑ Deck ❑ Other: SITE ADDRESS ASSESSORS PARCEL NO: LEGAL DESCRIPTION: („_O'/ q le/le 7� �� fid . 3s+K 06 c [• ft x:.e'.��� Name: City: 5. a tct ety Address: Phone: 9 2 — T g 6 City: Zip: Phone: Fax: Name: u Phone: 'Z I - 9 Z 07 Ai Name: P U n ®C r— p,1 Address: Z60 Z IV, S 111%14 City: 5. a tct ety V Zip: 9 Z/G Phone: 9 2 — T g 6 Fax: 9 2 6 — 8V Q Lic No: Exp. Date: City Business Lic No: Describe the scope of work in detail: Cost of Project: Ls 7o Ooo 9UIId;hA a ,vee., SF�Z **************The following MUST be complete: (write N/A if not HEIGHT TO PEAKS ZS DIMENSIONS: 39'6 # OF STORIES: TOTAL HABITABLE SPACE - MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: 5o(c t4e- %y ;> I,— AREA: /14 FINISHED BAS MENT SQ. FTG: ('J 370 GARAGE SQ. FTG:, 9/0 DECK/COV. PATIO SQ. FTG: 30% SLOPES ON j t` 6 0Y- PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? ni.qr.l ntnnFR k Pp_w S r- 2 ink ce 544",er- The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. Signature Date Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 7 Permit Center Sp©Wane 11707 E Sprague Ave, Suite 106 PERMIT I�ICTMBER Spokane Valley, WA 99206 ®Valley (509)688-0036 FAX: (509)688-0037�I�E Community Development µ•µ•w•,spokanevallekor .com a Mechanical Permit Application ❑ Commercial kResidential SITE ADDRESS Q l io e e S c*,, Buildin owner° Name: Phone: Fax Address: City State Zip Contractor '- ' `' Name: Phone: 2 t(-yrz iO Fax: Address: Z /� City :2ea AayuL V ( t State Iz,4 Zi ro License No: City Business License No: Name: Phone: - Z DESCRIPTION OF WORK # OF UNITS X COST - TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 X $12.00 - 2 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 = 3 UNLISTED APPLIANCE Additional Fee Equal to or less than 400,000 X $50.00 - 4 UNLISTED APPLIANCE Additional Fee More than 400,000 X $100.00 = 5 USED APPLIANCE SEC min. AFUE rating) Equal to or less than 400,000 X $50.00 = 6 USED APPLIANCE SEC min. AFUE rating) More than 400,000 X $100.00 - 7 BOILER/REFRIGERATION 1 - 100M BTU X $12.00 - 8 BOILERIREFRIGERATION 101 - 500M BTU X $20.00 - 9 BOILER/REFRIGERATION 501 - 1,000M BTU X $25.00 - 10 BOILERIREFRIGERATION 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 = `V 15 FUEL BURNING WATER HEATER X $10.00 - %U 16 MISC. FUEL BURNING APPLIANCE X $10.00 - 17 GAS PIPING each outlet �f G X $1.00 = Z 18 DUCT SYSTEMS X $10.00 = 19 VENTILATING FANS L4 X $10.00 - (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 X $10.00 - /0 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 - 26 AIR CONDITIONER 3-15 TON X $20.00 = 27 AIR CONDITIONER 15-30 TON X $25.00 - 28 AIR CONDITIONER 30-50 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 1 REPAIR & ADDITIONS X $15.00 - 34 VENTILATION SYSTEMS X $12.00 = 35 VENTILATION MECHANICAL EXHAUST X $12.00 - 36 INCINERATOR -RESIDENCE X $19.00 - 37 INCINERATOR - COMMERCIAL X $22.00 - METHOD OF PAYMENT: ❑CASH ❑ CHECK ❑ VISA ❑ MC CARD #: SUBTOTAL DATE: PROCESSING FEE $35.00 EXPIRES: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 Permit Center okane 11707 E Sprague Ave, Suite 106 p Spokane Valley, WA 99206 PERMIT NUMBER: Valley (509)688-0036 FAX: (509)688-0037 Community Development µ.µ,µ,.�pokanevalley.ors.com EERMIT"FEE: ' Plumbing Permit Application ❑ Commercial ,e'][1,esidential SITE ADDRESS 916 !F. K-�S Lon - Building ✓ - Buildin owner'" - Name: Phone: Fax Address: City State Zip Contractor , Name: cm—s Phone: �o q Fax: Address: City State Zi License No: City Business License No: 47.a tr?a77 Name: Phone: AUTHORIZED SIGNATURE: REVISED 8/26/05 DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS X $6.00 - 2 URINALS X $6.00 - 3 TUBS X $6.00 = 1 Z 4 SHOWERS PER TRAP BATH, STALL, ON-SITE BUILT X $6.00 - LAVS/BASINS, BAR, FLOOR, KITCHEN, 5 SINKS LAUNDRY, UTILITY, JANITOR, PHOTO, / J X $6.00 =// X-RAY, FOOD, PREP/CULINARY MEAT 6 DISHWASHER $6.00 - 7 CLOTHES WASHER $6.00 - 8 GARBAGE DISPOSAL AX $6.009 WATER SOFTENER $6.00 - 10 ELECTRIC HOT WATER TANK NOTE: IF GAS, SEE MECHANICAL X $6.00 = 11 FLOOR DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE X $6.00 - ROOF DRAINS/OVERFLOW 12 DRAINS X $6.00 - 13 FOUNTAINS, DRINKING X $6.00 = WATER PIPING/DRAIN-IN WASTE, NSTALLATION, ALTERATION, REPAIR, 14 VENT, PLUMBING, REVERSAL REVERSALS X $6.00 = 15 SEWAGE EJECTOR GRINDER, SUMP PUMP X $6.00 - ICE AN/OR COFFEE MAKER, HOSE BIB, 16 WATER USING DEVICE STEAMER 'z X $6.00 = PROOFER, CARBONATOR, SWAMP COOLER [r- f VACUUM BREAKER, CHECK VALVE, 17 CROSS CONNECTION DEVICE AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS X $6.00 = GREASE TRAP, SAND TRAP, 18 INTERCEPTORS CHEMICAL HOLDING TANK X $6.00 f- 19 MEDICAL GAS(per outlet NITROUS, OXYGEN X $6.00 - MISCELLANEOUS PLUMBING 20 FIXTURE X $6.00 - 21 PRIVATE SEWAGE DISPOSAUSYS H- INDUSTRIAL WASTE X $20.00 - 22 INTERCEPTOR X $15.00 = METHOD OF PAYMENT: SUBTOTAL ^ / [ICASH El CHECK [I VISA [I MASTERCARD MASTERCARD FEE $35.00 TOTAL PERMIT FEE DUE: DATE: EXPIRES: AUTHORIZED SIGNATURE: REVISED 8/26/05 Project Number: 06001431 Inv: I Application Date: 4/19/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Parcel Number: 45233.4211 Block: Lot: SiteAddress: 916 S REES LN Owner: Name: DIAMOND ROCK CONST Address: 2602 N SULLIVAN Location:: CSV SPOKANE, WA 99216 Zoning: UR -7* Urban Residential -7* Water District: Hold: ❑ Area: 6,823 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review l�aseti� ` Driveway/Approach a Landuse/Zoning/HE Conditions " Sewer Review Released:B `Ipi Permits: Operator: AMB Printed By: AMB Print Date: 4/19/2006 Project Number: 06001431 Inv: I Application Date: 4/19/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Notes: Approach Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509)218-8510 Building Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509)218-8510 Mechanical Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509)218-8510 Plumbing Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509)218-8510 Payment Summary: 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: 4/19/2006 Form TT -077A Figure 1. Recommended construction details for APA postal frame bracing without hold-downs EXTENT OF HEADER __WA MAX. HEIGHT 10' NET gTOis! ' .FASTEN TOIL PLATE TO'HEADER WITH TWO ROWS OF 1§D S)NKER NAILSgT 3" O.C. TYP. 1.000 LB STRAP;OP,POSITE•SHEATHING FASTEN SHEATHING TO HEADER WITH 8D COMMON OR,GALVANIZ'ED BOX NAILS IN 3",GRID PATTERN AS SHOWN AND 3' O.C. IN,ALL FRAMING (STUDS, BLOCKING, AND, SILLS) TYP. WIDTM BASED ON 6:1 HEIGHT -TO -WIDTH RATIO: FOR'120" HEIGHT, MIN. WIDTH - 20", FQR•96" HEIGHT, MIN, WIDTH.- 16"; ETC. - MIN_ (2).2x4 MIN. (2);2x4 FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED,AND•06CUR WITHIN 24" OF MID -HEIGHT. ONE ROW OF TYP. SHEATHING=TO-FRAIvtING NAILING IS REQUIRED. IF 2X4 BLOCKING IS USED, -THE WS. MUST BE NAILED TOGETHER WITH 318D SINKERS MIN. 2"X2"X3/16" PLATEWASHER - ANCHOR BOLT PER CODE -f A Page 2 of 2 SHEATHING FILLER IF NEEDED 16D SINKER -NAILS IN 2 ROWS` @.0" O.C, 100b L9.HEA0ER STRAP 3/8" MIN, THICKNESS WOOD STRUCTURAL PANEL •SHEATHING MIN. 2x4-FRAMING-TYP. SECTION A -A SIDE— ELEVAW—N 7011 South 19th Street . P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number. (253) 565-7265 ERF AMIN DETAIL FRAMING FOR 16D NAIL @ 24 GYPSUM WALL IN. O.C. BOARD. (OPTIONAL) 8D NAIL @ 61N. O,C.IN ALL PANEL EDGES NOT PART OF PORTAL FRAME PORTAL FRAME WALL SEGMENT TYP. 7011 South 19th Street . P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number. (253) 565-7265 ERF AMIN DETAIL e WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS-,' FOR GROUP R OCCUPANCY CLIMATE ZONE 2 * Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 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. COOPERATIVE EXTENSION WSEC Builder's Field Guide 5th Edition WASHINGTON STATEUNNERSITY 1-7 ENERGY PROGRAM `v% Glazing Glazing U -Factor Door' Walf12 Wall? Wall? Slab6 Option Area10: U- Ceilingz Vaulted Ceiling above int" Below ext Below Floors on % of floor Factor Grade Grade Vertical Overhead" Grade Grade I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 int? II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 IV. 25% 0.35 0.58 0.20 R-38 / R-30 / R-21 R-15 R-12 R-30 / R-10 / Group R-1 U=0.031 U=0.034 int' / U=0.029 F=0.54 Occupancy U=0.054 Only V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 Group R-3 int' 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. 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. COOPERATIVE EXTENSION WSEC Builder's Field Guide 5th Edition WASHINGTON STATEUNNERSITY 1-7 ENERGY PROGRAM `v% 2) $5 rebar :o extend 24 aches beyond opening. Reinforcement for openings in plain concrete 1909.63 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. o extend . Doorway rebar in pening. WALL CONSTRUCTION NO.4 CONTINUOUS BAR AS REQUIRED IN SECTION R611.7.1 TOP OF WALL STORY--\ L < 2' (0.61 ml FIG FIG MIDDLE OF SPAN, A. R611.7(4) NOT REQUIRING STIRRUPS 611.7(5 SEE TABLE R611.7(2), R611.7(3), R611.7(4), R611.7(5), OR R611.7(8) FIG LINTEL REINFORCEMENT R611.7(7 AS REQUIRED E A z o � -LINTEL -- >_ 2'(0.61 m (0.6 m) (0.6 m • I I I I OPEN REINFORCEMENT WALL REINFORCEMENT AS REQUIRED PER AS REQUIRED TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN. MIN. 2.51 MAX T NO.4 BAR LINTEL REINFORCEMENT REQUIRED SEE TABLE R611.7(2), ; R611.7(3), R611.7(8), d I MINIMUM NO. 3 STIRRUP R611.7(9) OR R611.7(10). AS REQUIRED INSULATING FORM 1.5 IN. MIN. 2.5 IN. MAX. HORIZONTAL LINTEL REINFORCEMENT AS REQUIRED For SI: 1 inch = 25.4 mm. NOTE: Section cut through flat wall. I 186 FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN -GRID WALLS 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION n 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 (6 10 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 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 2'/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 nun) 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 R6.11.7.1. 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 1'/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: None required None required L < 2 (0.61) 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 Provide lintels in accordance with Section R611.7.3. bar for the full height of the wall story within 12 inches (305 mm) of Flat, Waffle-, and Provide one No. 4 bar within 12 inches (305 mm) from the each side of the opening. Screen -Grid: L >_ 2 (0.61) bottom of the opening. Top and bottom lintel reinforcement shall extend a minimum of 24 inches (610 In locations with wind speeds greater than 110 mph (177 km/hr), mm) beyond the limits of the opening. 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 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(3) ebcdf MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS — r QAC C17t= For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 Mm', I 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: !1240. 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® Ln WALL CONSTRUCTION . TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,b•°,d.r FJ r% A CATTAAA 15 A - 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/ml. 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: I/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 MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)° Supporting Light Framed Supporting ICF Second Story Supporting Roof Only 2nd Story and Roof and Roof MINIMUM LINTEL THICKNESS, T LINTEL DEPTH, D Ground Snow Load (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf (inches) 8 4-9 4-2 3-10 3-4 3-5 3-1 (1-2) (0-9) (0-8) (0-6) (0-6) (0-5) 12 6-8 (1 11) 5505a (1-3) 311) 4, (0 X0-8) 3.5 16711 bS bflY4 4l H 20�,pw' ik r7 S,d 42�Y"'A7d 5 t' ? 3 5 A # : 14,55 (111 24 I IF AA 3� 8 5-2 4-2 4v'eS•zN ' Eit3': `alb j �a4't#Sd'"i �x� .1�i, si t6 4tt . (1-10) (1 2) i) ',# 1#{fly Q ��;1�1j� 12�YMill yy r 5.5 16 41 IN20 413 25 24 ; �17 ��� 6 s�6 ft 8 FAIII yX ��y g 12ON s of .`F 7.5 k 16 K4im z . 20,_ IM Emu.. , �. 502,9 24 c �sx32 8 s 9.5 12 -.. 16, .. ,.. - .. i 4—{ � �fl 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/ml. 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: I/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