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2006, 03-22 Permit App: 06000845 Residence
Project Number: 06000845 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/22/2006 Page 1 of 3 Project Information: Permit Use: single family residence, gas heat on sewer Contact: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE C - S - Z: SPOKANE VALLEY, WA 99037 Setbacks: Front Left: Right: Rear: Phone: (000) 000-0000 Group Name: Site Information: Project Name: Plat Key: Name: Corbin Estates Long Plat District: East Parcel Number: 55191.2608 SiteAddress: 23 S EDEN LN Location:: CSV Block: Lot: Zoning: UR -7* Urban Residential -7* Water District: Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Hold: ❑ Review Information • Review Building Plan Review Released By: Originally Released: 3/22/2006 By: TMELBOU Landuse/Zoning/HE Conditions Released BY: Sewer Review Permits• Originally Released: 3/15/2006 By: CJJANSSE Released By: Operator: AMB Printed By: AMB Print Date: 3/22/2006 Project Number: 06000845 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/22/2006 Page 2 of 3 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 Description Grp Type 1&2 FAMILY R-3 VB BASEMENT U R-3 VB DECK OPEN R-3 VB GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW <7999 SQ FT Notes 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 Approach Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 Units Unit Desc 1 NUMBER OF Permit Total Fees: Building Permit Fee Amount $50.00 $50.00 Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 This Application: Total Project: Sq Ft Valuation So Ft Valuation 1,365 $117,895.05 1,365 $117,895.05 1,365 $20,475.00 1,365 $20,475.00 168 $2,520.00 168 $2,520.00 451 $8,569.00 451 $8,569.00 Totals: 3,349 $149,459.05 3,349 $149,459.05 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Fee Amount $1,273.75 $4.50 $509.50 Permit Total Fees: $1,787.75 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 3/22/2006 Project Number: 06000845 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/22/2006 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 Units Unit Desc Fee Amount TOILETS/BIDETS 2 NUMBER OF $12.00 SINKS 3 NUMBER OF $18.00 SHOWERS 1 NUMBER OF $6.00 TUBS 1 NUMBER OF $6.00 DISH WASHERS 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 WATER PIPING - DWV 2 NUMBER OF $12.00 Notes: Permit Total Fees: $66.00 See plat file for TURTLE CREEK SOUTH 2ND for special drainage requirements Payment Summary. Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Approach $50.00 $50.00 $0.00 $50.00 BuildingPermt $1,787.75 $1,787.75 50.00 $1,787.75 Mechanical Permit $84.00 $84.00 $0.00 $84.00 Plumbing Permit $66.00 $66.00 $0.00 $66.00 $1,987.75 $1,987.75 $0.00 $1,987.75 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: 3/22/2006 Project Number: 06000845 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/15/2006 Page 1 of 2 Project Information: Permit Use: single family residence, gas heat on sewer Contact: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE C - S - Z: SPOKANE VALLEY, WA 99037 Setbacks: Front Left: Right: Rear: Phone: (000) 000-0000 - Group Name: Site Information: Project Name: Plat Key: Name: Corbin Estates Long Plat District: East Parcel Number: 55191.2608 SiteAddress: 23 S EDEN LN Location:: CSV Zoning: UR -7* Water District: Block: Lot: Urban Residential -7* Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information • Review Building Plan Review Released By: _ / Landuse/Zoning/HE Conditions Released By:.. - T _ - • :_ Sewer Review Originally Released: 3/15/2006 By: CJJANSSE Released By: - ' Permits u fi Approach Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 15706 E VALLEYWAY AVE Phone: (509) 218-8510 VERADALE, WA 99037 Operator: AMB Printed By: AMB Print Date: 3/15/2006 Project Number: 06000845 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/15/2006 Page 2 of 2 Building Permit Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 15706 E VALLEYWAY AVE Phone: (509) 218-8510 VERADALE, WA 99037 Mechanical Permit Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 15706 E VALLEYWAY AVE Phone: (509) 218-8510 VERADALE, WA 99037 Plumbing Permit Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 15706 E VALLEYWAY AVE Phone: (509) 218-8510 VERADALE, WA 99037 Notes • See plat file for TURTLE CREEK SOUTH 2ND for special drainage requirements Payment Sunman,: 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 Pnnt Date: 3/15/2006 Project Number: 06000845 Inv: / Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/15/2006 Page 1 of 2 Project Information: Permit Use: single family residence, gas heat on sewer Contact: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE C - S - Z: SPOKANE VALLEY, WA 99037 Setbacks: Front Left: Right: Rear: Phone: (000) 000-0000 Group Name: Site Information: Project Name: Plat Key: Name: Corbin Estates Long Plat District: East Parcel Number: 55191.2608 SiteAddress: 23 S EDEN LN Location:: CSV Zoning: UR -7* Water District: Block: Lot: Urban Residential -7* Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: r - Review Building Plan Review Released By: Landuse/Zoning/HE Conditions Permits: Released By: , L V UP J( J 049 Approach Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Phone: (509) 218-8510 Building Permit Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 15706 E VALLEYWAY AVE Phone: (509) 218-8510 VERADALE, WA 99037 Operator: AMB Printed By: AMB Print Date: 3/15/2006 Project Number: 06000845 Inv: / Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/15/2006 Page 2 of 2 Mechanical Permit Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Notes: Phone: (509) 218-8510 Plumbing Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 See plat file for TURTLE CREEK SOUTH 2ND for special drainage requirements Payment Summary: r 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: 3/15/2006 1 nn rr ,,.,� Permit Center jD®kaIle 11707 E Sprague Ave, Suite 106 Valle Spokane Valley, WA 99206 1 (509)688-0036 FAX: (509)688-0 Community Development t+n w.spokanevallev.ore.com Residential Construction Permit Application ittCE Vrink Imircwaryci MAR 14 2006 Pr'r�L,:1 IiNew Construction ❑-Accessory Dldg o Addition/Remodel o Deck o Other: SITE ADDRESS L 3 5, :Ed e ✓� L ASSESSORS PARCEL N055 91 )LeY LEGAL DESCRIPTION: LOrr ? the / Cor7q*s Building owner i , u r b Name: D;cl )41-0erd /ecte 65,15'71 - 6/t5' -Address: Address: MAIN134S- FLOOR TO SQ. FTG: (3�S o « City: Zip: Phone: Fax: C ontact•'P r`son Name: aq u ) i, rci ro Phone: 2/4 -ti ci Z L/ Describe the scope of work in detail: u Id,>19 Ot Aletj }muse Name: DiO ner 461 &,c:,t S 74 - Address: 26vz ti. Sed jiver el city:S;(1t[ane U/y Zip: (192/ Phone: '2L-- I (y Fax: Q' ? - go 9 c/ Lic No: Exp. Date: City Business Lic No: Cost of Project: I$ (5,Oo0 **************The following MUST be complete• (write NIA if not I• 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 cadbe processed. Vla Signature Date 3//y/06 Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check 9 Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 0 Other HEIGHT TO PEAK: I DIMENSIONS: , , , # OF STORIES: i TOTAL HABITABLE SPACE: MAIN134S- FLOOR TO SQ. FTG: (3�S o « 2' ' FLOOR SQ. FTG: 0)36 UNFIN BASEMENT SQ. FTG: S6K IMPERVIOUS SURFACE AREA: . 43/413 - FINISHED BASEMENT SQ. FTG: fa GARAGE SQ. FTG: ty f� LI S� DECK/COV. PATIO SQ. FT: ' _/@ C� 30% SLOPES ON , PROPERTY: ///WA # OF BEDROOMS: 3 CONSTRUCTION TYPE: we l../ HEAT SOURCE: Nalvra 1 6a5 hirnc G2 SEWER OR SEPTIC? Se te-,-- DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or.has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane -Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application cadbe processed. Vla Signature Date 3//y/06 Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check 9 Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 0 Other Permit Centel Sprague Ave, Suite 106 So©kane 11707 13 Spokane Valley, WA 99206 (509)688-0036 FAX- (509)688-0037 Community Development www,sookanevalley.o{ E con] Mechanical Permit Application 2 Valley +I' ERM I H fiNNB E R : z{ U-1\41, RFE: ❑ Commercial ,Residential SITE ADDRESS 23 S. Ede o) Al •:Rhildifiown'cr=,�'T;i.'�'�...''4rH,'n"'`s. ,.,r,., n�e :___ [". p^t+ ';Building A) --`.J{f- ',. ii4 i F L� -ti5;L:C. Name Ij:Ay 1 FOC (C Co,Ast, Phone: Fax .. ..,.• . . Address: City State Zip '`GOn1faC10t'7:9=i%tS" �yy R. iP- r�'d^�:�il-:-•,•iC.=> X� 'ti � 11��� \\ Name: )cx,vo/VJ y r (ons Imo-/ q Phone' tiZel—�%6y Fax: 976-s1o2%Ci Address: flo Z /ti. Si,i/hri 4 A. 1W city oJ{Ctrir.2 V//State /„j/ii- Zip 9fZ/F. License No: �-- - Ci y Business License No: n 'fir r:� �Citataa .. .s' ontactu z =_ •�.. Srr.U,=f'r' gaff ';-:.t � 1 q7T.'.�" . a:“ Ws;'.r*,._-..._ e.. us Name: c%`au t C✓zteC Phone: .21 f -y9 Z q 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 1/ OF UNITS X 1 2 FUEL BURNING APPLIANCE More than 100,000 X COST 51200 = TOTAL AMOUNT It . X 515 00 3 UNLISTED APPLIANCE (Additional Fee) Equal to or less than 400,000 X $50.00 4 UNLISTED APPLIANCE (Additional Fee) More than 400,000 X $100.00 5 USED APPLIANCE (WSEC min. AFUE rating) Equal to or less than 400.000 X $50.00 6 USED APPLIANCE (WSEC min. AFUE rating) More than 400,000 X $100 00 7 BOILER/REFRIGERATION 1 - 100M BTU X $12 00 6 BOILER/REFRIGERATION 101 - 500M BTU x 520.00 9 BOILER/REFRIGERATION 501 • 1,000M BTU X $25.00 10 BOILER/REFRIGERATION 1,001 - 1,750M BTU X 535 00 -11- BOILER/REFRIGERATION - - - More than 1,750M BTU X 560 00 12 GAS LOG. GAS INSERT. GAS FIREPLACE X 510.00' 13 RANGE X 510.00 14 DRYER X $10 00 15 FUEL BURNING WATER HEATER X $10.00 16 MISC. FUEL BURNING APPLIANCE X $10.00 !b /0 17 GAS PIPING (each outlet) Z X $1 00 18 DUCT SYSTEMS 1' X 51000 19 VENTILATING FANS 3 X $10.00 20 AIR HANDLER (DOES NOT include ducting) Equal to or less than 10,000 CFM X 512.00 /0' 3v 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 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 In 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 535.00 29 30 AIR CONDITIONER LPG STORAGE TANK More than 50 TON X 560.00 X $1000 31 WOOD OR PELLET STOVE/INSERT X $10.00 32 33 WOOD STOVE - FREE STANDING REPAIR 8 ADDITIONS X 525 00 X 515.00 34 VENTILATION SYSTEMS X $12.00 35 VENTILATION MECHANICAL EXHAUST X 512.00 36 INCINERATOR - RESIDENCE X 519.00 37 INCINERATOR - COMMERCIAL X 522.00 METHOD OF PAYMENT: ❑CASH 0 CHECK 0 VISA 0 MC CARD d' AUTHORIZED SIGNATURE: DATE EXPIRES: SUBTOTAL PROCESSING FEE 7 - 535.00 TOTAL PERMIT FEE DUE: REVISED 0/26/05 Pennit Center Spokane 11707E Sprague Ave, Suite 106 �Ualley Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development www spokanevallcy of rz eon, Plumbing Permit Application o Commercial jefkesidential ItTLEM—Iiicirri\IT3Tr r`.LR T;iFL SITE ADDRESS 7 3 S Ld trt L k- i ;:-Building onner. ,__. `_�: z.e'a..."",-.; _3i;=,Fc-:c:;s ems:''. '-v- '14-i`iz ...- _^4_'_E'_.. ��`rfo-f- _=ice ♦ ..-._..__: Name' COST _ Phone: - -- w--� -- - Fax Address: 1 City State Zip 1Con[ract ctor.yR .yr :---c-**-.i _' _,:_-.;3. i�`, 3,.. Name: IDivo wrd )?,rh- ((k»Sii- Phone: 9ZZ/ -?16 y Fax: 976 -B -D 1Z% Address: ?La Z n r 4/. $ll/ i i UC.c 0:L.�! City ao4i444# i'Jr State t -i 4 Zip 99 Z/ 6 License No: X City Business License No: v.Contact r..'s&+C- E'A.';�e ...,�''� - `m'+, ++L � P �' ;, � Z�+* - .. r *.; u�.:... F`1"_rz Name: 'y Qt( s�, Phone: 21 Fr -(/an '7U AUTHORIZED SIGNATURE: REVISED 8/26/05 DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS Z X $6 00 = ) 2 2 URINALS X $600 = 3 TUBS 1 X $600 =/- 6 4 SHOWERS (PER TRAP) BATH, STALL, ON-SITE BUILT 4 X $6 00 = 5 SINKS i LAVSBASINS, BAR, FLOOR, KITCHEN, LAUNDRY. UTILITY, JANITOR, PHOTO,'- X-RAY, FOOD, PREP/CULINARY MEAT X $6 00 = f 6 DISHWASHER 1 X $600 /I -7- CLOTHES WASHER - - - i X _ $6.00 .- _ = .. __ .. - /G V 8 GARBAGE DISPOSAL X $6 00 = 9 WATER SOFTENER X $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 = - 12 ROOF DRAINS/OVERFLOW DRAINS _ X $6.00 = 13 FOUNTAINS, DRINKING X $6 00 = 14 WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X $6.00 = 15 SEWAGE EJECTOR GRINDER, SUMP PUMP X $6.00 = 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER r X $6.00 = / 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS X $6.00 = 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $600 = 19 MEDICAL GAS (per outlet) NITROUS, OXYGEN X $6 00 = 20 MISCELLANEOUS PLUMBING FIXTURE X $6 00 = 21 PRIVATE SEWAGE DISPOSAL/SYS X $20.00 22 INDUSTRIAL WASTE INTERCEPTOR X $1500 = METHOD OF PAYMENT: 1:1CASH 0 CHECK DATE: SUBTOTAL 6/= F' 0 VISA 0 MASTERCARD PROCESSING FEE $35.00 EXPIRES: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 This site plan is obtaining being submitted for the a building permit and is purpose of rei,rAsentation of the a true repr sensation s proposal. All and correct licurb lines, known property have been identified. structures and bodies Also indicatedeasements of w• •r_ s e�opes orother critical areas, Signed: GLfi�� areas. Date: gto o (Z7 Re/,1 v8' c:23 EilorL. Scale 1/ 51 C©r h,11 ZS' 'fie s l30: 1 23 5. tJe o Lo, PLANNING DEPT, APPROVED BY- AN-_) DATE: _tIs��to 29' 10Li. Ig( A ,\L WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°.1 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. 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 Glazing Area10: of floor Glazing U -Factor powWallt2 U- Ceifing2 Ce ling' Above Grade Waif? int' Below Grade Wall? ext4Option Be ow Grade Floors lab s Son Grade Vertical „ Overhead Factor I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 int? R-21 R-12 R-30 R-10 11. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-5° III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-5° IV. 25% 0.35 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/ Group R-1 U=0.031 U=0.034 int? / U=0.029 F=0.54 Occupancy U=0.054 Only V. Unlimited Group R-3 0.35 0.58 0.2D R-38 R-30 R-21 int? R-21 R-12 R-30 R-10 Occupancy Only Vl. Unlimited 0.32 0.58 0.20 R-38 / R-30 / R-21 R-15 R-12 R-30 / R-101 Group R-1 U=0.031 U=0.034 int? / U=0.029 F=0.54 Occupancy U=0.054 Only * Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. WSEC Builder's Field Guide 5th Edition COOPERATIVE EXTENSION WASHINGTON STATE UNIVERSITY ENERGY PROGRAM 1-7 Form TT -077A Figure 1. Recommended construction details for APA portal frame bracing without hold-downs EXTENT OF HEADER MIN. 3' X 11,25" NET HEADER ' t0 •1 :1 I MAX. HEIGHT 10' us' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3" O.C. TYP. 1000 L8 STRAP OPPOSITE SHEATHING FASTEN SHEATHING TO HEADER WITH 8D COMMON OR. GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND 3" O.C. IN,ALL FRAMING (STUDS, BLOCKING, AND. SILLS) TYP. • • WIDTH 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•OCCUR WITHIN 24" OF MID -HEIGHT. ONE ROW OF TYP. SHEATHING=T0.FRAMING NAILING IS REQUIRED. . IF 2X4 BLOCKING IS USED, -THE 2X4'S. MUST BE NAILED TOGETHER WITH 316D SINKERS MIN. 2"X2"X3/16" PLATE WASHER ANCHOR BOLT PER CODE edk X41 �� g ���,I,y^• . FRONT ELEVATION -4 Al 1 1 1 4, -4 A Page2of2 SHEATHING FILLER IF NEEDED 16D SINKER NAILS IN 2 ROWS @.3" O.C. 1000 LB.HEAOER STRAP 3!8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN. 2x4 FRAMING TYP. SECTION A -A 16D NAIL @ 24 IN. O.C. 8D NAIL @ 6 IN. N O.C. IN ALL PANEL EDGES NOT PART OF PORTAL FRAME FRAMING FOR GYPSUM WALL BOARD (OPTIONAL) PORTAL FRAME WALL SEGMENT TYP. SIDE ELEVATION CORNER FRAMING DETAI 7011 South 19th Street • P.O. Box 11700. Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 FOUNDATIONS R404.1.1 Masonry foundation walls. Concrete masonry and clay masonry foundation walls shall be constructed as set forth in Tables R404.1.1(1), R404.1.1(2), R404.1.1(3) and R404.1.1(4) and shall also comply with the provisions of this section and the applicable provisions of Sections R606, R607 and R608_ In Seismic Design Categories D, and D2, concrete masonry and clay masonry foundation walls shall comply with Section R404.1.4. Rubble stone masonry foundation walls shall be constructed in accor- dance with Sections R404.1.8 and R606.2.2. Rubble stone masonry walls shall not be used in Seismic Design Catego- ries D, and D2. R404.1.2 Concrete foundation walls. Concrete foundation walls shall be constructed as set forth in Tables R404.1.1(1), R404.1.1(2), R404.1.1(3) and R404.1.1(4), and shall also comply with the provisions of this section and the applicable provisions of Section R402.2. In Seismic Design Categories D, and D2, concrete foundation walls shall comply with Sec- tion R404.1.4. R404.1.3 Design required. A design in accordance with ac- cepted engineering practice shall be provided for concrete or masonry foundation walls when any of the following con- ditions exist: TABLE R404.1.1(1) PLAIN CONCRETE AND PLAIN MASONRI 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. MAXIMUM WALL HEIGHT (feet) MAXIMUM UNBALANCED BACKFILL HEIGHT` (feet) PLAIN CONCRETE MINIMUM NOMINAL WALL THICKNESS (inches) PLAIN MASONRY' MINIMUM NOMINAL WALL THICKNESS (inches) Soil 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 SC, MH, ML -CL and inorganic CL 5 4 6 6 6 6 solid° or 8 6 solid° or 8 6 solid° or 8 5 6 6 6 6 solid° or 8 8 10 4 6 6 6 6 solid° or 8 6 solid° or 8 6 solid° or 8 6 5 6 6 6 6 solid° or 8 8 10 6 6 8g 8g 8 10 12 4 6 6 6 6 solid° or 8 8 8 7 5 6 6 8g 6 solid° or 8 10 10 6 6 8 8 10 12 10 solid° 7 8 8 10 12 10 solid° 12 solid° 4 6 6 6 6 solid° or 8 6 solid° or 8 8 5 6 6 8 6 solid° or 8 10 12 8 6 8g 8 10 10 12 12 solid° 7 8 10 10 12 12 solid° Footnote e 8 10 10 12 10 solid° 12 solid° Footnote e 4 6 6 6 6 solid° or 8 6 solid° or 8 8 5 6 8g 8 8 10 12 9 6 8 8 10 10 12 12 solid° 7 8 10 10 12 12 solid° Footnote e 8 10 10 12 12 solid° Footnote e Footnote e 9 10 12 Footnote f Footnote e Footnote e Footnote e For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, I pound per square inch = 6.895 Pa. a. Mortar shall be Type M or S and masonry shall be laid in running bond. Ungrouted hollow masonry units are permitted except where otherwise indicated. b. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. c. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab. d. Solid grouted hollow units or solid masonry units. e. Wall construction shall be in accordance with Table R404.1.1(2) or a design shall be provided. f. A design is required. g. Thickness may be 6 inches, provided minimum specified compressive strength of concrete,/ is 4,000 psi. 72 2003 INTERNATIONAL RESIDENTIAL CODE® TABLE R404.1.1(2) REINFORCED CONCRETE AND MASONRY° FOUNDATION WALLS 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 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. 6 6 #4 at 48" o.c. #4 at 40" o.c. #5 at 48" o.c. 4 #4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. 7 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 40" o.c. 6 #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c. 8 7 #4 at 40" o.c. #5 at 40" o.c. #6 at 48" o.c. 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 40" o.c. 8 6 #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c. 7 #5 at 48" o.c. #6 at 48" o.c. #6 at 40" o.c. 8 #5 at 40" o.c. #6 at 40" o.c. #6 at 24" o.c. 9 5 #4 at 48" o.c. #4 at 48" o.c. #5 at 48" o.c. 6 #4 at 48" o.c. #5 at 48" o.c. #6 at 48" o.c. 9 7 #5 at 48" o.c. #6 at 48" o.c. #6 at 32" o.c. 8 #5 at 40" o.c. #6 at 32" o.c. #6 at 24" o.c. 9 #6 at 40" o.c. #6 at 24" o.c. #6 at 16" o.c. FOUNDATIONS For SI: 1 inch = 25 4 mm, l 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 2) 15 rebar o extend 24 aches beyond opening. Reinforcement for openings in plain concrete 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. ar to extend ning. Doorway: uire rebar in of opening. * 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 co D E 20, z N 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' (0.61 m) �24 0.6 m L>_2'(0.61m) 24" 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) D OPEN REINFORCEMENT AS REQUIRED PER TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN. MIN. 2.51N MAX i For SI: 1 inch = 25.4 mm. NOTE: Section cut through flat wall. 1.5 IN. MIN 2.5 IN. MAX. NO. 4 BAR LINTEL ' REINFORCEMENT REQUIRED MINIMUM NO. 3 STIRRUP AS REQUIRED INSULATING FORM HORIZONTAL LINTEL REINFORCEMENT AS REQUIRED FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN -GRID WALLS 186 2003 INTERNATIONAL RESIDENTIAL CODES WALL CONSTRUCTION 12611.7.1.3 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 nun) 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 DI and D2, each end of all horizontal reinforce- ment shall terminate with a standard hook or lap splice. 12611.7.1.4 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 mm) beyond the limits of the open- ing. Wall opening reinforcement shall be provided in addition to the reinforcement required by Sections R611.3, R611.4, R611.5 and R611.7.1. The perimeter of all wall openings shall be framed with a minimum 2 -inch by 4 -inch plate, anchored to the wall with'/2-inch (12.7 mm) diameter I 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. 12611.7.3 Lintels. R611.7.31 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 REOUIREME WALL TYPE AND OPENING WIDTH (L) (feet) MINIMUM HORIZONTAL OPENING REINFORCEMENT MINIMUM VERTICAL OPENING REINFORCEMENT Flat, Waffle-, and Screen -Grid: L <2(0.61) None required None required Flat, Waffle-, and Screen -Grid: L>_ 2 (0.61) • Provide lintels in accordance with Section 12611.7.3. 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 wind speeds greater (177 km/hr), townhouses within Swindic pDesign Category thanC110omphll (177 cs in Seismic Design Categories D, and Dr, 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 = 1.6091an/h. • NOTE; This table is based on concrete with a minimum specified compressive strength of2,500 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 prolubit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. 172 2003INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS°a".t NO. 4 BOTTOM BAR SIZE MINIMUM LINTEL THICKNESS, T (inches) MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)° Supporting Roof Only Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof LINTEL DEPTH, D Ground Snow Load (Inches) 30 psf 70 psi 30 psf 70 psi 30 psi 70 psi 3.5 8 4-9 (1-2) 4-2 (0-9) 3-10 (0-8) 3-4 (0-6) 3-5 (0-6) 3-1 (0-5) 12 6-8 (1-11) 5-5 (1-3) 5-0 (1-1) 4-5 (0-10) 4-6 (0-10) 4-0 (0-8) 16 7-11 (2-9) 6-5 (1-9) 6-0 (1-6) 5-3 (1-2) 5-4 (1-2) 4-10 (1-0) 20 8-11 (3-5) 7-4 (2-3) 6-9 (1-11) 6-0 (1-6) 6-1 (1-7) 5-6 (1-3) 14 9-10 (4-1) 8-1 (2-9) 7-6 (2-4) 6-7 (1-10) 6-9 (1-11) 6-] (1-6) 5.5 8 5-2 (1-10) 4-2 (1-2) 3-10 (1-0) 3-5 (0-9) 3-5 (0-10) 3-1 (0-81 12 6-8 (3-0) 5-5 (2-0) 5-0 (1-9) 4-5 (1-4) 4-6 (1-4) 4-1 (1-1) 16 7-10 (4-1) 6-5 (2-9) 6-0 (2-5) 5-3 (1-10) 5-4 (1-11) 4-10 (1-7) 20 8-10 (5-3) 7-3 (3-6) 6-9 (3-1) 6-0 (2-4) 6-1 (2-5) 5-6 (2-0) 24 9-8 (6-3) 8-0 (4-3) 7-5 (3-8) 6-7 (2-11) 6-8 (3-0) 6-0 (2-5) 7.5 8 5-2 (2-6) 4-2 (1-8) 3 -Il (1-5) 3-5 (1-1) 3-6 (1-1) 3-2 (0-11) 12 6-7 (4-0) - 5-5 (2-8) 5-0 (2-4) 4-5. (1-10) 4-6 (1-10) 4-1 (1-6) 16 7-9 (5-5) 6-5 (3-8) 5-11 (3-3) 5-3 (2-6) 5-4 (2-7) 4-10 (2-2) 20 8-8 ,6-l0) ;. 7-2 (4-8) 6-8 ' (4-2) 5-11 (3-3) 6-0 (3-4) 5-5 (2-9) /q 9-6 `' '(8-2) 7-11 (5-8) 7-4 (5-1) 6-6 (3-11.) 6-7 (4-1) 6-0 (3-4) 9.5 8 P'.Y5-2 -1) 4-2 (2-1) 3-I1 (1-9) 3-5 (1-5) 3-6 (1-5). 3-2 (1-2) 12 6-7 (5-0) 5-5 (3-4) 5-0 (3-0) 4-5 (2-4) 46 (2-5) 4-1 (1-11) 16 :.'7-8 6-9) 6-4 ' (4-7) 5-11 (4-2) 5-3 (3-3) 5-4 (3-4) 4-10 (2-8) 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 = 0.04791 :N/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 criteria: 1/240. 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 R61L7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 2003 INTERNATIONAL RESIDENTIAL CODE® 173 .Cizy.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 34"-38" Triangular arca formed by tread, riser and guardrail so that 6 in sphere can not pass through 6' 8" minimum Handrail Return ends to wall, or terminate at newell post 34" — 38" Intermediate rail spacing or pattern so that 4 -inch sphere cannot pass through REQUIRED WIDTH OFRUNSHALL B EPROVIDED 3NTH[SLOCATION (SECTION 1003.3.3 8.2) 3a NOTE: HANDRAILS NOT { 3 5-�IT,065' SHOWN FOR CLARITY S`P REQUIRED WIDTH OFRUNSHALL BE PROVIDED INTHIS LOCATION ECT/ON 1003 3 3 8.2) �NOT HOWN FOR Cr SHa«Nconcuam ..6MIN w ■� LIMITATION:APPLIES TO Ra OCCUPANCY (SECTION1003.3.3.LS AND PRIVATE STAIRWAYS IN R -I OCCUPANCY ) STARWAYWIDTH PLAN VIEW PLAN VIEW WINDING STAIRWAY - ALTERNATE USE OF WINDERS •ESTTREAD WIDTH EICHr'%T H3NANY OFSTAIRSSHALL :DTHESM.ALLLaT ETHA.N3/11INCH ION 1003.d Li) MAXIMUM p'a-INCH RISE BETWEEN TREADS T1? MIN. PLAN VIEW CIRCULAR STAIRWAY %%Sr. T. LIMITATIONS: p C �' 1. ONLY APPLIES TO RO OCCUPANCY AND PRIVATE STAIRWAYS IN R -I OCCUPANCIES. 2. LIMITED TO SERVING AS EXIT FOR 400 SQUARE FEET MAXIMUM. CENTER SUPPORT COLUMN SMI PLAN VIEW SPIRAL STAIRWAY Stair Dimensions 1 1 1 Run (9" minimum) 1 Width (36" minimum) Rise (4" minimum - 8" maximum) The greatest riser height within any flight of stairs shall not exceed the samllest by morc than 3/8". Stair treads shall be of uniform size and shape, except the largest tread run within any flight of stairs shall not exceed the smallest by m��ore than 3/8 inch. H NostNI%A —'4 /4" A aux f /�" 1 One required (two required if stair is open on sidcs) 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 at steps). 1 Openings (small enough that a 4" diameter sphcrc can not pass through). ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL ;Jf jlx,IlL;fj,J, 1-1M TO 2' NOT ACCEPTABLE THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH ' THE-CONTINUOUS-TERMINOLOGYIN THE CODE - HANDRAIL CONTINUITY NOTACCEPTABLE NOT ACCEPTABLE note that while every effort is made to assure the accruacy of the information contained in this brochure it is not warranted for accuracy. xIment is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga- Ir detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or the appropriate division or staff. i WALL CONSTRUCTION TABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS°•b.`•tl' NO. 5 BOTTOM BAR SIZE MINIMUM LINTEL THICKNESS, T (inches) LINTEL DEPTH, D (inches) MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, Ar 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 8 4-9 4-2 3-11 3-7 3-7 3-5 (1-2) (0-9) (0-8) (0-6) (0-6) (0-5) 12 7-2 6-3 5-11 5-5 5-5 5-0 (1-11) (1-3) (1-1) (0-10) (0-10) (0-8) 3.5 16 9-6 (2-9) 8-0 (1-9) 7-4 (1-6) 6-6 (1-2) 6-7 (1-2) 5-11 (1-0) 20 11-1 (3-5) 9-1 (2-3) 8-4 (1-11) 7-5 (1-6) 7-6 (1-7) 6-9 (1-3) 24 12-2 (4.1) 10-0 (2-9) 9-3 (2-4) 8-2 (1-10) 8-4 (1-11) 7-6 (1-6) 8 5-6 (1-10) 4-10 (1-2) 4-7 (1-0) 4-2 (0-9) 4-2 (0-10) 3-10 (0-8) 12 8-3 6-9 6-3 5-6 5-7 5-0 (3-0) (2-0) (1-9) (1-4) (1-4) (1-1) 5.5 16 9 9 (4-1) 8-0 (2-9) 7-5 (2-5) 6-6 (1-10) 6-7 (1-11) 6-0 (1-7) 20 10-11 9-0 . 8-4 7-5 7-6 6-9 (5-3) (3-6) (3-1) (2-4) (2-5) (2-0) 12-0 9-11 9-3 8-2 8-3 7-6 4 (6-3) 1 (4-3) (3-8) (2-11) (3-0) (2-51 8 6-1 (2-6) 5-2 (1-8:) 4-9 (1-5) 4-3 (1-1) 4-3 (1-1) 3-10 (0-11) 12 8-2 (4-0) 6-9 (2-8) 6-3 (2-4) 5-6 (1-10) 5-7 (1-10) 5-0 (1-6) 7.5 16 9-7 7-11 7-4 6-6 6-7 6-0 (5-5) - (3-8) (3-3) (2-6) (2-7) (2-2) 20 10-10 (6-10) 8-11 (4-8) 8-4 (4-2) 7-4 (3-3) 7-6 (3-4) 6-9 (2-9) 24 11-10 9-10 9-2 8-1 8-3 7-5 (8-2) (5-8) (5-1) (3-11) (4-1) (3-4) 8 6-4 5-' 4-10 4-3 44 3-11 (3-1) (2-1) (1-9) (1-5) (1-5) (1-2)' 12 8-2 6-8 6-2 5-6 5-7 5-0 (5-0) (3-4) (3-0) (2-4) (2-5) (1-11) 9.5 16 9-6 7-11 7-4 6-6 6-7 5-11 ;- (6-9) - (4-7) (4-2) (3-3) (3-4) (2-8) 20 30-8 (8-4) 8-10 (5-10) 8-3 (5-4) 7-4 (4-2) 7-5 (4-3) 6-9 (3-6) 24 ''*11-7 9-9 9-0 8-1 8-2 7-5 40-0). (6-11) (6-5) (5-0) - - (5-2) (4-3) -- For SI: 1 inch = 25.4 min, I 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 rectangularcross 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 30 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®