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2006, 03-22 Permit App: 06000843 ResidenceProject Nurnber: 06000843 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: new 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: 55191.2724 SiteAddress: 18 S EDEN LN Location:: CSV Block: Lot: Zoning: UR -7* Urban Residential -7* Water District: Area: .00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Hold: Depth: 0 Right Of Way (ft): 0 Review Information: Review Building Plan Review Released By: Driveway/Approach Originally Released: 3/22/2006 By: TMELBOU Released By: Originally Released: 3/15/2006 By: amblake Landuse/Zoning/HE Conditions Released.By: Sewer Review Originally Released: 3/15/2006 By: HMStinson Released By: Permits: Operator: AMB Printed By: AMB Print Date: 3/22/2006 Prdject Number: 06000843 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 DescriptionGrp Type 1&2 FAMILY R-3 VB 2ND FLOOR 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 Descnption DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING VENTILATING FANS CLOTHES DRYER FIOOD -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 Sq Ft Valuation 1,095 $94,575.15 1,095 $94,575.15 592 $44,210.56 592 $44,210.56 100 $1,500.00 100 $1,500.00 460 $8,740.00 460 $8,740.00 Totals: 2,247 $149,025.71 2,247 $149,025.71 Units Unit Desc Fee Amount 1 SELECT $1,273.75 1 SELECT $4.50 1 SELECT $509.50 Permit Total Fees: Mechanical Permit $1,787.75 Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 Units Unit Desc 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 2 # OF UNITS 4 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 $40.00 $10.00 $10.00 $94.00 3/22/2006 Prdject Number: 06000843 Inv: 1 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 TOILETSBIDETS 4 NUMBER OF $24.00 SINKS 6 NUMBER OF $36.00 SHOWERS 1 NUMBER OF $6.00 TUBS 2 NUMBER OF $12.00 DISH WASHERS 1 NUMBER OF $6.00 CLOTHES WASHER I NUMBER OF $6.00 WATER PIPING - DWV 2 NUMBER OF $12.00 Permit Total Fees: $102.00 Notes: See plat file for TURTLE CREEK SOUTH 2ND for special drainage requirements Payment Summary: Permit Type Approach Building Permit Mechanical Permit Plumbing Permit Fee Amount Invoice Amount $50.00 $1,787.75 $94.00 $102.00 $50.00 $1,787.75 $94.00 $102.00 Amount Paid $0.00 $0.00 $0.00 $0.00 Amount Owing $50.00 $1,787.75 $94.00 $102.00 $2,033.75 $2,033.75 $0.00 $2,033.75 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: 06000843 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/14/2006 Page 1 of 2 Project Information: Permit Use: new 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: e > s Plat Key: Name: Corbin Estates Long Plat District: East Parcel Number: 55191.2724 SiteAddress: 18 S EDEN LN Location:: CSV Block: Lot: Zoning: UR -7* Urban Residential -7* Water District: 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: 3/ Z Z/ 0 G. Driveway/Approach Released By::: Permits: , 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: 3/14/2006 Project Number: 06000843 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/14/2006 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 Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Notes: Plumbing Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 See plat file for TURTLE CREEK SOUTH 2ND for special drainage requirements 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: 3/14/2006 • 36-326/ x Permit Center ®�aIle 11707 E Sprague Ave, Suite 106 coorr7alley Spokane Valley, WA 99206 Yl (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevallev.org com Residential Construction Permit Application t qrA• iuPR..M ITvII3ER:; 1.4:<graiil :i4 -tri ,New Construction o Addition/Remodel o Other: o -Accessory Bldg ❑ Deck SITE ADDRESS 11 S. _:161-e1,1 `✓I ASSESSORS PARCEL NO: LEGAL DESCRIPTION: 4-c, Z C/ )3/rt z Crb /4. £S es- $addinlfap -`'' .: t ` E . ._ Name: b ; ci NiWLG 206 /C eons,* Address: )5 - Z /n;ss;eA 41x City: vera&kIe LA Zip: 990 T7 Phone: 9 214-.8-76e( Fax: qZ4 - $O "C/ Co to reirtEerso Name: Pot U1 Cr -c �)0 Phone: "215' e/ `i -2-y Describe the scope of work in detail: Rolle' /1r IJ EW N -t r e Xa tractor Name: 51) me Address: City: Zip: Phone: Fax: Lic No: Exp. Date: City Business Lic No: Cost of Project: **************The following MUST be complete: (write N/A if not a linable ***** HEIGHT TO PEAK: 1.5'L DIMENSIONS: X 3,. 4 # OF STORIES: •-7 TOTAL HABITABLE SPACE: /cry /..5. -ate ---- MAIN FLOOR TO SQ. _ FTG: 095 2" FLOOR SQ. FTG. LI 2 UNFIN BASEMENT SO. FTG: IMPERVIOUS SURFACE AREA: cc _ RAS FINISHED BASEMENT SQ. FTG: QJ GARAGES FTG' DECK/COV. PATIO S21.; G: T/Q.(J 30% SLOPES ON PROPERTY:ir # OF BEDROOMS: ' nicri AIMPP CONSTRUCTION TYPE: NEL.) HEAT SOURCE: _ ACCI-Vrrj Gas Furnace SEWER OR SEPTIC? Se we( The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of -Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. Signature owl_ C ,. Date Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 0 Other C ■�d' Pernul Center Jp:)H$Ili' tea' 11707 E Sprague Ave, Suite 106 cs,„,olsUa1Jey Spokane Valley, WA 99206 (509)688-0036 FAX (509)688-0037 Community Development www.snokancvallcy of corn Mechanical Permit Application o Commercial AResidential I?liILMI"PaEE: SITE ADDRESS CI S. [Ie ✓1 L/' ' Bnddir g ownerilii. #=� H' -. . 4.,., 1}w4 :el':�'lea s:>aa: _. Name: D;t'Yn Y1 -e) ??ccCC (0)1. S f Phone. Z` -/'s -`!E' („/ Fax Fax q 7‘.--S' (5 /e/ Address i5 3z). r, /if; SSi2w‘ Ay --E City IA r -et ()G tt n.+xT�z State C_.1 A [�rJ Zip99 - I re;a -amu ;-R.. r..,e +?'y k GantradtDl. ='u'F 4i�x rL .G..Oa"�c''�--- `i{-rcA•-F.F.r:.:3v^.iru zan�''...i-.• _ J Name:`/(4-y4.4 r- Phone: Fax: Address: City State Zip License No. City Business License No: _ �y $4 �,,3,, ll rat ;all !`zCOnIOCrFrj-ii���5`e�1Y�9�tF'�i'`L�'�`m$�.wL.4l..r'm4Ja""'%�'y�m ix x. �{�:k` � h� �.`y�.S itirv+�.... Name: TLA 1 CI -c po " Phone: 7 )y'-CLq 1( 2 FUEL BURNING APPLIANCE FUEL BURNING APPLIANCE 11 OF UNITS X COST = TOTAL AMOUNT Equal to or less than 100,000 / X $12.00 More than 100,000 X $15.00 /Z 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 ratingL 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 B OILER/REFRIGERATION 1- 100M BTU X $12.00 8 BOILER/REFRIGERATION 101-500M BTU X $20.00 9 10 BOILER/REFRIGERATION 501 - 1,000M BTU X $25.00 BOILER/REFRIGERATION 1,001 - 1,750M BTU X $35 00 11 BOILER/REFRIGERATION - - More than 1,750M BTU X $60.00 12 GAS LOG, GAS INSERT, GAS FIREPLACE X $10.00 13 RANGE X $10.00 14 DRYER X $10.00 i� 15 FUEL BURNING WATER HEATER 1 X $10 00 16 MISC FUEL BURNING APPLIANCE X $10 00 17 GAS PIPING (each outlet) X $1.00 Z 18 DUCT SYSTEMS X $10.00 19 VENTILATING FANS X $10.00 20 AIR HANDLER (DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 i0 C.10 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 25 TYPE II HOOD HEAT PUMP/AIR CONDITIONER 1 x $10.00 10 0-3 TON X $12.00 26 AIR CONDITIONER 3-15 TON X $20.00 27 AIR CONDITIONER 15-30 TON X $25.00 28 AIR CONDITIONER 30-50 TON X $35.00 29 AIR CONDITIONER More than 50 TON X $60.00 30 LPG STORAGE TANK X $10.00 31 WOOD OR PELLET STOVE/INSERT X $10.00 32 WOOD STOVE - FREE STANDING X $25.00 33 REPAIR 8 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: DCASH D CHECK D VISA 0 MC CARD AUTHORIZED SIGNATURE: DATE. EXPIRES: SUBTOTAL PROCESSING FEE 914 $35.00 TOTAL PERMIT FEE DUE: REVISED x/26/05 Permit Center Spokane 11707E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX- (509)688-0037 Community Development tvv,-w,spokanevallev ore con: ,r,esValIey Li/35/4T t:zat.:g:.z�.uu�sx+ae I�_P>iMi=rzFLr: t Plumbing Permit Application ❑ Commercial _Residential SITE ADDRESS 1 p $, atm% LA - Bitt ildingroi'v crq : : is Name: IX0 9LD4t( 120(;_ -ti Address: / 5' R', 1 P1 ...,r3:k:�'fii i aAk,... ,Contractor„�,,,,+. Name: 5 A --vi P Address: License No: Cons f: /21i ssie Phone: 9ZCj — 5 r% 6/ C/ City L/GiZi {�'i to Phone: Fax Q.7, State tw /1- Zip 9tgov "J• 4:<�S`i '"tom Fax: City State City Business License No Zip Phone: r%t`d-C/ i 7e - 1 2 3 4 5 DESCRIPTION OF WORK TOILETS WATER CLOSET, BIDETS 1/ OF UNITS : y X COST X $6.00 TOTAL AMOUNT URINALS X $6.00 TUBS SHOWERS (PER TRAP) SINKS BATH, STALL, ON-SITE BUILT LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT b X X $6 00 $6 00 56.00 3C* DISHWASHER _ -X -S-6766- 7 CLOTHES WASHER x $6 00 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 12 FLOOR DRAINS ROOF DRAINS/OVERFLOW DRAINS AREA. CASE, COIL, TRENCH, CONDENSATE X $6.00 13 .FOUNTAINS, DRINKING 14 WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X X X $6.00 56.00 $6.00 15 SEWAGE EJECTOR GRINDER, SUMP PUMP 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER 2_ X X $6 00 56.00 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS 16 INTERCEPTORS GREASE TRAP, SAND TRAP. CHEMICAL HOLDING TANK x X $6.00 $6 00 )Z 19 20 MEDICAL GAS (per outlet) MISCELLANEOUS PLUMBING FIXTURE NITROUS, OXYGEN X $6 00 X $6.00 21 22 PRIVATE SEWAGE DISPOSAL/SYS. INDUSTRIAL WASTE INTERCEPTOR X $20.00 X $15.00 METHOD OF PAYMENT: ❑ CASH 0 CHECK DATE. AUTHORIZED SIGNATURE. 0 VISA 0 MASTERCARD EXPIRES: SUBTOTAL , PROCESSING FEE TOTAL PERMIT FEE DUE: 102 $35.00 REVISED 6126/05 rilif eke plan Obtaining a hi, being submitted obtaining r n47fh:, ,, mit for a AurAorr liner r the of rep B.cJrn�n,r, tr,o i8 a true and �o fo•.I 1„+n r ''rr• boos structures nown Proper r' -t r_ �/I�"r't indicated a re .atirnr‘.,.ts have�1t41r u�1. L!/t Q ° other cr fical1ar,.,rrs 2 3' II�SrI?S` cafe Vi"Si Co: b i Y1 81-61+ es L0-1- Z -/ T) K Z / s. e/ PLANNING DEPT. APPROVED BY' DATE: 3 271 —71 1\ 0 i21 Form TT -077A N 0 -J• C-13 U w CO ¢o fl a. Z cc €) z z w' U -J ¢w zC J = Z ❑ 0 o 0 c6 LL L N v ? w o 2 ©O m ¢U` Zto� z a o W ¢ 0. O •�- 0zp [L o.0owCC J CC CC =I- w Z Q W o z Z XZo w , cn 0.w•w eil Cr CC LL �, p U' .0 • ❑ M 46 w w Z _ ❑ io. [L cc? ._-.l z .� In F- cozJ1 =� zaQv� 'z 1‘._�Qin ❑-. 4u. V' W w Y �¢ZO o -O?== �z u x p = (• fl N w C� 1 O , LT1 I° F O oZ r OO • Z'z,_ Z a. .WCCz . vaZ>•. 0 -I - CC Q.• Fp q- aaa_, cr. 0ix.en� wwz. ,Q wZ0� o �zz� ¢_� Ai ¢`t0 -K m Z0CYz mN Q W LL i� o Q�. C C]o.0 Z tUo 2 o Z u. Uaa LL= LLO ` ¢ m Yr O L. • _ LLQ T o , • N , ¢ • In E U • E Z o •- x LL o m 0 Ocoa� • 1n 111� m u0 rn ▪ c ✓ ' O ei D —• 6 0 P•-• WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°•1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazing Area10: % of floor Glazing U -Factor Dow U- Ceiling z Vaulted CeilingBelow "'alp Above Grade Wall? int' Grade Wall? ext4 Below Grade Floors Sc on Grade Vertical Overhead" Factor I. 1D% 0.40 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 II. 15% 0.40 0.55 0.20 R-38 R-30 R-19+ R -5B R-21 R-12 R-30 R-10 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-5° R-21 R-12 R-30 R-10 IV. 25% Group R-1 Occupancy Only 0.35 D.58 0.2D R-38/ U=0.031 R-30/ U=0.034 R-21 int7 / U=0.054 R-15 R-12 R-30/ U=0.029 R-101 F=0.54 V. Unlimited Group R-3 Occupancy Only 0.35 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 Vi. Unlimited Group R-1 Occupancy Only 0.32 0.58 0.20 R-38 / U=0.031 R-30 / U=0.D34 R-21 int' / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 * 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 glaring ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glaring 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 SIAM UNIVERSITY ENERGY PROGRAM 1-7 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 D,, 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 wails 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 DI and D:, 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 MASONRY 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. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 Pa. a. Mortar shall be Type M or S and masonry shall be laid in running bond. Ungrouted hollow masonry units are permitted except where otherwise indicated. b. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. c. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the exterior finish ground level w the top of the interior concrete slab. d. Solid grouted hollow units or solid masonry units. e. Wall construction shall be in accordance with Table R404.1.1(2) or a design shall be provided. f. A design is required. g. Thickness may be 6 inches, provided minimum specified compressive strength of concrete, f'�, is 4,000 psi. 72 2003 INTERNATIONAL RESIDENTIAL CODE® PLAIN CONCRETE MINIMUM NOMINAL WALL THICKNESS (inches) PLAIN MASONRY" MINIMUM NOMINAL WALL THICKNESS (inches) MAXIMUM WALL MAXIMUM UNBALANCED Soil classes° HEIGHT (feet) BACKFILL HEIGHT` (feet) GW, GP, SW and SP GM, GC, SM, SC, MH, ML -CL GW, GP, SW GM, GC, SM, I SC, MH, ML -CL and SM -SC and ML and inorganic CL and SP SM 5 4 5 6 6 6 6 6 6 6 solidd or 8 6solid°or8 -SC and ML 6 solid° or 8 I inorganic CL 6 solid° or 8 8 10 6 4 5 6 6 6 6 6 6 8g 6 6 82 6 solid° or 8 6 solid° or 8 6 solid° or 8 8 6 solid° or 8 10 8 10 12 7 4 5 6 7 8 6 6 6 6 6 8 8 6 82 8 10 6 solid° or 8 6 solid° or 8 10 12 8 ] 0 12 8 10 10 solid° 8 4 5 6 7 8 6 6 8g 8 10 6 6 8 10 10 6 8 10 10 12 6 solid° or 8 6 solid° or 8 10 12 10 solid° 10 solid° 6 solid° or 8 10 12 12 solidd 12 12 solid° 8 12 12 solid° Footnote e 9 4 5 6 7 8 9 6 6 8 8 10 10 6 82 8 10 10 12 solidd Footnote e 6 6 solid° or 8 6 solidd or 8 8 8 8 10 12 10 10 12 12 solid° 10 12 12 solid° Footnote e 12 12 solidd Footnote e Footnote e Footnote f Footnote e Footnote e Footnote e For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 Pa. a. Mortar shall be Type M or S and masonry shall be laid in running bond. Ungrouted hollow masonry units are permitted except where otherwise indicated. b. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. c. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the exterior finish ground level w the top of the interior concrete slab. d. Solid grouted hollow units or solid masonry units. e. Wall construction shall be in accordance with Table R404.1.1(2) or a design shall be provided. f. A design is required. g. Thickness may be 6 inches, provided minimum specified compressive strength of concrete, f'�, is 4,000 psi. 72 2003 INTERNATIONAL RESIDENTIAL CODE® . FOUNDATIONS FOUNDATIONS 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 ctasses° GW, GP, SW and SP soils GM, GC, SM, SM -SC and ML soils SC, MH, ML -CL and inorganic CL soils 6 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. 7 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. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Mortar shall be Type M or S and masonry shall be laid in running bond. b. Alternative reinforcing bar sizes and spacings having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the spacing of the reinforcement does not exceed 72 inches. c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least 5 inches. d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. e. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab. TABLE R404.1.1(3) REINFORCED CONCRETE AND MASONRY' FOUNDATION WALLS MAXIMUM WALL HEIGHT (feet) MAXIMUM UNBALANCED BACKFILL HEIGHT` (feet) VERTICAL REINFORCEMENT SIZE AND SPACING°` FOR 12 -INCH NOMINAL WALL THICKNESS Soil classes° GW, GP, SW and SP soils GM, GC, SM, SM -SC and ML soils SC, MH, ML -CL and inorganic CL soils 4 #4 at 72" o.c. #4 at 72" o.c. 44 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" ac. #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 1909.63 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. 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 FIG R611.7(3) PG R611.7(4) 611.7(5 FG R61 .7(6) 611.7(7 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) A - LINTEL - 424" 0.6 m' L>_2'(0.61m) 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). —in D OPEN REINFORCEMENT AS REQUIRED PER TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN. MIN 2.5 IN. MAX. For SI: 1 inch = 25.4 mm. NOTE: Section cut through flat wall. 11— T—�I 01 MEI 111 MEI ..I ••i MEI MEI MEI ili %ME ME ME ME MEQ ME EC EMI E•1 ME .. ME ME Ell EMI •E1 1� 11 NO. 4 BAR LINTEL REINFORCEMENT REQUIRED MINIMUM NO. 3 STIRRUP AS REOUIRED 1.51N MIN. 2.5 IN MAX NSULATING FORM HORIZONTAL LINTEL REINFORCEMENT AS REQUIRED FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN -GRID WALLS Z7 186 2003 INTERNATIONAL RESIDENTIAL CODE® WALL. CONSTRUCTION R611.7.1.3 Horizontal steel. Concrete walls with a minimum thickness of 4 inches (102 mm) shall have a minimum of one continuous No. 4 horizontal reinforc- ing bar placed at 32 inches (812 mm) on center with one bar within 12 inches (305 mm) of the top of the wall story. Concrete walls 5.5 inches (140 mm) thick or greater shall have a minimum of one continuous No.4 horizontal reinforcing bar placed at 48 inches (1219 mm) on center with one bar located with in 12 inches (305 mm) of the top of the wall story. For townhouses in Seismic Design Category C, the minimum horizontal reinforcement shall be one No. 5 at 24 inches (610 m) on center or one No. 4 at 16 inches (407 mm) on center. For all buildings in Seismic Design Categories D, and D2, the minimum horizontal rein- forcement shall be one No. 5 at 18 inches (457 mm) on center or one No. 4 at 12 inches (305 mm) on center. Horizontal reinforcement shall be continuous around building corners using corner bars or by bending the bars. In either case, the minimum lap splice shall be 24 inches (610 mm). For townhouses in Seismic Design Category C and for all buildings in Seismic Design Cat- egories D, and D2, each end of all horizontal reinforce- ment shall terminate with a standard hook or lap splice. 14611.7.1.4 Lap Splices. Where lap splicing of vertical or horizontal reinforcing steel is necessary, the lap splice shall be in accordance with Figure R611.7.1.4 and a minimum of 40db, where db is the diameter of the smaller bar. The maximum distance between noncontact parallel bars at a lap splice shall not exceed 8db. R611.7.1.5 Standard hook. Where the free end of a re- inforcing bar is required to have a standard hook, the hook shall be a 180 -degree bend plus 4db extension but not less than 21/2 inches, or a 90 -degree bend plus 12db extension. R611.7.2 Wall openings. Wall openings shall have a mini- mum of 8 inches (203 mm) of depth of concrete for flat and waffle -grid ICF walls and 12 inches (305 mm) for screen -grid walls over the length of the opening. When the depth of concrete above the opening is less than 12 inches for flat or waffle -grid walls, lintels in accordance with Sec- tion R611.7.3 shall be provided. Reinforcement around openings shall be provided in accordance with Table R611.7(1) and Figure R611.7(2). All reinforcement placed horizontally above or below an opening shall extend a mini- mum of 24 inches (610 mm) beyond the Limits of the open- ing. Wall opening reinforcement shall be provided in addition to the reinforcement required by Sections R611.3, R611.4, R611.5 and R611.7.1. The perimeter of all wall openings shall be framed with a minimum 2 -inch by 4 -inch plate, anchored to the wall with'/2 inch (12.7 mm) diameter anchor bolts spaced a maximum of 24 inches (610 mm) on center. The bolts shall be embedded into the concrete a mini- mum of 4 inches (102 mm) and have a minimum of 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 REGI 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 ffl Flat, Waffle-, and Screen-Grid: L 2 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 kni r), 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: Tits 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 manufacmrer's tables based on engineering analysis in accordance with ACI 318. 172 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS"'.d,f 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 Ground Snow Load LINTEL DEPTH, D (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 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) 24 9-10 (4-1) 8-1 (2-9) 7-6 (2-4) 6-7 (1-10) 6-9 (1-11) 6-1 (1-6) 5.5 8 5-2 (1-10) 4-2 (1-2) 3-10 (1-0) 3-5 (0-91 3-5 (0-10) 3-1 (0-8) 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) 3-11 (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) I 4-6 (1-10) 4-I (1-6) 16 7-9 (5-5) 6-5 (3_8) 5-1] (3-3) 5-3 (2-6) 5-4 (2-7) 4-10 (2-2) 20 8-8 (6-10) 7-2 (4-8) 6-8 (4-2) 5-11 (3-3) 6-0 (3-4) 5-5 (2-9) 24 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 5-2 (3-1) 4-2 (2-1) 3-11 (1-9) 3-5 (1-5) 3-6 (1-5) 3-2 (1-21 12 6-7 (5-0) 5-5 (3-4) 5-0 ' (3-0) 4-5 (2-4) 4-6 (2-5) 4-1 (1-11) 16 7-8 . (6-9) 6-4 (4-7) 5-11 (4-2) i 5-3 (3-3) 5-4 (3-4) 4-10 (2-8) For SI: 1 inch = 25.4 mm, 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 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: U240. 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 d12 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 WALLS"'.d,l 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)° 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 8-0 7-4 6-6 6-7 5-11 (2-9) (1-9) (1-6) (1-2) (1-2) (1-0) 20 11-1 9-1 8-4 7-5 7-6 6-9 (3-5) (2-3) (1-11) (1-6) (1-7) (1-3) 24 12-2 10-0 9-3 8-2 8-4 7-6 (4-1) (2-9) (2-4) (1-10) (1-11) (1-6) 8 5-6 4-10 4-7 4-2 4-2 3-10 (1-10) (1-2) (1-0) (0-9) (0-10) (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 8-0 7-5 6-6 6-7 6-0 (4-1) (2-9) (2-5) (1-10) (1-11) (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) 24 12-0 9-11 9-3 8-2 8-3 7-6 (6-3) (4-3) (3-8) (2-11) (3-0) (2-5) 8 6-1 5-2 4-9 4-3 4-3 3-10 (0-11) (2-6) (1-8) (1-5) (1-11 (1-1) 12 8-2 6-9 6-3 5-6 5-7 5-0 (4-0) (2-8) (2-4) (I-10) (1-10) (1-6) 7.5 16 9-7; (5-5) 7-11 (3-8) 7-4 - (3-3) 6-6 (2-6) 6-7 (2-7) 6-0 (2-2) 20 10-10 (6-10) 8-11 (4-8) 1 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) Alitilii. (5-8) ; =: (5-1) (3-11) (4-1) (3-4) 8 6-4 5-2 4-10 4-3 4-4 3-11 (3-1 (2-1 (1-9) (1-5) (1-5) (] 2) 12 - 6= 6-2 5-6 5-7 5-0 (5-0) (3-45 • (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 10-8 8-10 8-3 7-4 7-5 6-9 (8-4) (5-10) (5-4) (4-2) (4--3) (3-6) 24 11-7 9-9 9-0 8-1 8-2 7-5 (10-0) (6-11) (6-5) (5-0) I (5-2) (4-3) For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 IcN/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 of60,000 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: 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 R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 174 2003 INTERNATIONAL RESIDENTIAL CODE®