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Home My WebLink About2007, 01-30 Permit App: 07000319 Residence W/ GaragePermit rare Center PERMIT NUMBER: €cx j�e 11707 E Sprague Ave, Suite 106 Spoka F 111 , I" i992g6 ^�/ („ '�alle ( PERMIT FEE: .7 (509)6 - .I 3 ° FA1X: ' S09 6b -Ot�37 Community Development o nevallev.oro corn OD J � r 2007 Residential Construc�� - ;Construction ❑ Accessory Bldg Permit Application ❑ A ition/Remodel ❑ Deck ❑ Other: SITE ADDRESS 1 qq 161 � . A Z ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Z- 3 )3i t -1 tc- Contact Person Name: Phone: , I Describe the scope of work in detail: Cost of Project: * * * * * * * * * * * ** *The following MUST be complete_ (write N/A if not EIGHT TO PEAK: �r { 1 DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: G " jr t d ("- MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: 3 � �7 d I �, IA- i -3'Y 7 o �- AREA: All FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON # OF BEDROOMS: 3 CONSTRUCTION YPE HEAT SOURCE: v�. SEWER OR SEPTNM IC? nr tSi AWED S F P. 1V ( { V", t t� 4, -5 k.- 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 can be processed. Signature �.' �i7 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 6"; Permit Center so", 6jZ-jne 11707 E Sprague Ave, Suite 106 NUMBER: PERMIT Valley Spokane Valley, WA 99206 IT (509)688 -0036 FAX: (509)688-0037 Community Development www.spokanevalley.org.com PERMIT FEE: Mechanical Permit Application ❑ Commercial N Residential SITE ADDRESS 1 g6lk - ki K.,° Lo Building owner Equal to or less than 100,000 # OF UNITS Name: 1� , i °!'l'cy'tyF Iu> k= ��c .j j'f: Phone: L -.� �1 ` �` �° ` Fax Address: ? cx� -z- .ti' r t'r J t F� �� Cit y _ , Zip " < i - Z/az. Contractor X $15.00 Name: C--: ✓b(- , r -� L 't Phone: Fax: Address: City State Zip License No: = City Business License No: Contact More than 400,000 Name: $100.00 Phone: _ viv yr vvumm FUEL BURNING APPLIANCE Equal to or less than 100,000 # OF UNITS I X X COST $12.00 = = TOTAL AMOUNT j FUEL BURNING APPLIANCE More than 100,000 X $15.00 = UNLISTED APPLIANCE Additional Fee Equal to or less than 400,000 X $50.00 = UNLISTED APPLIANCE Additional Fee More than 400,000 X $100.00 = USED APPLIANCE SEC min. AFUE ratio) Equal to or less than 400,000 X $50.00 = USED APPLIANCE ESEC min. AFUE ratio More than 400,000 X $100.00 - BOILER/REFRIGERATION 1 - 100M BTU X $12.00 = BOILER/REFRIGERATION 101 - 500M BTU X $20.00 = BOILER/REFRIGERATION 501 - 1,000M BTU X $25.00 = BOILER/REFRIGERATION 1,001 - 1,750M BTU X $35.00 = BOILER/REFRIGERATION More than 1,750M BTU X $60.00 = GAS LOG, GAS INSERT, GAS FIREPLACE X $10.00 = RANGE X $10.00 = DRYER j X $10.00 = l U FUEL BURNING WATER HEATER X $10.00 MISC. FUEL BURNING APPLIANCE X $10.00 = GAS PIPING each outlet X $1.00 = P DUCT SYSTEMS I X $10.00 VENTILATING FANS 3 X $10.00 = U AIR HANDLER DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 = AIR HANDLER DOES NOT include ducting) Greater than 10,000 CFM X $15.00 = EVAPORATIVE COOLERS X $10.00 = TYPE I HOOD X $50.00 = TYPE II HOOD 1 X $10.00 = HEAT PUMP /AIR CONDITIONER 0 -3 TON X $12.00 = AIR CONDITIONER 3 -15 TON X $20.00 = AIR CONDITIONER 15 -30 TON X $25.00 = AIR CONDITIONER 30 -50 TON X $35.00 = AIR CONDITIONER More than 50 TON X $60.00 = LPG STORAGE TANK X $10.00 = WOOD OR PELLET STOVE /INSERT X $10.00 = WOOD STOVE - FREE STANDING X $25.00 = REPAIR & ADDITIONS X $15.00 = VENTILATION SYSTEMS X $12.00 = VENTILATION MECHANICAL EXHAUST X $12.00 = INCINERATOR - RESIDENCE X $19.00 = INCINERATOR - COMMERCIAL X $22.00 = METHOD OF PAYMENT: ❑CASH El CHECK ❑ VISA El MC DATE: CARD #: EXPIRES: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 �� °' Permit Center `� oKane 11707 E Sprague Ave, Suite 106 VaIley Spokane Valley, WA 99206 PERMIT NUMBER: (509)688 -0036 FAX: (509)688-0037 Community Development www rpokaneralleyClrL.com PERMIT FEE: Plumbing Permit Application � ❑ Commercial "esidential SITEADDRESS i3uildin tiowner Name: 4�iGdvY't } , ,c�.,l� f Phone: �1��(_ � {��- c( Fax Address: City State Zip Contractor Name: 4't, , ti' C75 , Phone: Fax: Address: City State Zip License No: City Business License No: Contact Name: tj :.t) Phone: .Z ( 0 " `1 el z q 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 Z = 4 SHOWERS PER TRAP BATH, STALL, ON -SITE BUILT - Gj 5 SINKS LAVS /BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X -RAY, FOOD, PREP /CULINARY MEAT / ( lJ 6 DISHWASHER W=, - (✓ 7 CLOTHES WASHER = 8 GARBAGE DISPOSAL = 9 WATER SOFTENER - 10 ELECTRIC HOT WATER TANK NOTE: IF GAS, SEE MECHANICAL - 11 FLOOR DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE X $6.00 DR ROOF AINS /OVERFLOW = 12 DRAINS X $6.00 = 13 FOUNTAINS, DRINKING WATER PIPING /DRAIN -IN WASTE, NSTALLATION, ALTERATION, REPAIR, X $6.00 = 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 X $6.00 = PROOFER, CARBONATOR, SWAMP COOLER `J VACUUM BREAKER, CHECK VALVE, 17 CROSS CONNECTION DEVICE AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS X $6.00 = 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $6.00 = 19 MEDICAL GAS (per outlet NITROUS, OXYGEN X $6.00 - MISCELLANEOUS PLUMBING 20 FIXTURE X $6.00 = PRIVATE SEWAGE DISPOSAL/SYS E22 INDUSTRIAL WASTE X $2D.00 - INTERCEPTOR X $15.00 = METHOD OF PAYMENT: SUBTOTAL _7Z ❑ CASH El CHECK ❑ VISA ❑ MASTERCARD PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: DATE: EXPIRES: AUTHORIZED SIGNATURE: REVISED 8/26/05 Project Number: 07000319 Inv: 1 Application Date: 2/8/2007 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: SFR W /ATT GAR Contact: DIAMOND ROCK CONSTRUCTION Address: 2602 N SULLIVAN RD C - S - Z: SPOKANE VALLEY, WA 99216 Setbacks: Front 25 Left: 7 Right: 5 Rear: 35 Phone: (509) 926 -8094 Group Name: Site Information: Project Name � ��.., . � Plat Key: Name: Range District: East Parcel Number: 45144.0522 Block: Lot: SiteAddress: 14910 E ALKI LN Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 2602 N SULLIVAN RD Location:: CSV SPOKANE VALLEY, WA 99216 Zoning: UR -3.5 Urban Residential 3.5 Water District: 010 VERA Hold: ❑ Area: 0 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 : Released By: Originally Released: 2/2/2007 By: TMELBOU Landuse /Zoning/HE Conditions Released By: Originally Released: 2/7/2007 By: mharnois Sewer Review Released By: Permits: Operator: JD Printed By: DJ Print Date: 2/8/2007 Project Number: 07000319 Inv: 1 Application Date: 2/8/2007 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: DIAMOND ROCK Address: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 Description Grp Type Notes 1 &2 FAMILY R -3 VB BASEMENT U R -3 VB DECK OPEN R -3 VB GAR WOOD U -1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Contractor: DIAMOND ROCK Address: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 Building Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 924 -8964 This Application: Sg Ft Valuation 1,387 $126,716.32 1,387 $20,805.00 100 $1,500.00 473 $8,987.00 Total Project: Sg Ft Valuation 1,387 $126,716.32 1,387 $20,805.00 100 $1,500.00 473 $8,987.00 Totals: 3,347 $158,008.32 3,347 $158,008.32 Units Unit Desc Fee Amount 1 SELECT $1,324.15 1 SELECT $4.50 1 SELECT $529.66 Permit Total Fees: $1,858.31 Mechanical Permit 1 _ Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 924 -8964 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE <= I00,000BTU GAS PIPING VENTILATING FANS CLOTHES DRYER HOOD -TYPE II Units Unit Desc 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 2 # OF UNITS 3 NUMBER OF 1 NUMBER OF 1 NUMBER OF Permit Total Fees: Fee Amount $10.00 $10.00 $12.00 $2.00 $30.00 $10.00 $10.00 $ 84.00 Operator: JD Printed By: DJ Print Date: 2/8/2007 Project Number: 07000319 Inv: 1 Application Date: 2/8/2007 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: DIAMOND ROCK Address: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 Item Description TOILETSBIDETS SINKS SHOWERS TUBS DISH WASHERS CLOTHES WASHER MISCELLANEOUS FIXTURES Plumbing Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 924 -8964 Units Unit Desc Fee Amount 2 NUMBER OF $12.00 3 NUMBER OF $18.00 1 NUMBER OF $6.00 2 NUMBER OF $12.00 1 NUMBER OF $6.00 1 NUMBER OF $6.00 2 NUMBER OF $12.00 Permit Total Fees: $72.00 Notes: a "COW n M °— r �II "' ' ! ..�. � " @nl - t NW comer of Progress and Sprague (parent Parcel No. 45144.2145) IS NOT ALLOWED ANY individual freestanding or monument signs for Tract A -E of BSP- 03 -04. See project No. 05- 001343 for multi- business complex sign. (4- 26 -05) KK Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,858.31 $1,858.31 $0.00 $1,858.31 Mechanical Permit $84.00 $84.00 $0.00 $84.00 Plumbing Permit $72.00 $72.00 $0.00 $72.00 $2,014.31 $2,014.31 $0.00 $2,014.31 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: JD Printed By: DJ Print Date: 2/8/2007 Project Number: 07000319 Inv: I Application Date: 2/2/2007 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: . ..:..w ". Permit Use: SFR W /ATT GAR Contact: DIAMOND ROCK CONSTRUCTION Address: 2602 N SULLIVAN RD C - S - Z: SPOKANE VALLEY, WA 99216 Setbacks: Front 25 Left: 7 Right: 5 Rear: 35 Phone: (509) 926 -8094 Group Name: Site Information: Project Name: Plat Key: Name: Range Parcel Number: 45144.0522 Block: SiteAddress: 14910 E ALKI LN District: East Lot: Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 2602 N SULLIVAN RD Location:: CSV SPOKANE VALLEY, WA 99216 Zoning: UR -3.5 Urban Residential 3.5 Water District: 010 VERA Hold: ❑ Area: 0 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 Released By: — KA I Permits: Operator: JD Printed By: JD Print Date: 2/2/2007 QO QQ O�44P O� Ap s a( /4 /1- S, 'Jircln Lle t� Lo+ 3 31 K 1 I�lo AIK; Ln, N -- V y tv tC. SIMPSON UPLIFT STRAP 1,900 POUNDS WIFIVI m R111111111mi 11mriallillill:.1111111111i ■l TWO ANCHOR BOLTS JNSTtJ I ED IN ACCORDANCE WITH FIGURE R403-10) SHALL BE PROVIDED IN EACH PANEL. ANCHOR BLOTS SHALL BE PLACED AT PANEL QUARTER POINTS -w� F F'o u ;,-4 0 A: -ti 2' 8" Mljq. WIDTH 7116'OSB SHEATHING 3/9" MIN. NAILED WITH 8d COMMON OR GALVINIZED BOX NAILS IN ACCORDANCE WITH TABLE R602.3(1) AND BLOCKED AT tJ-L WOOD STRUCTURAL PANEL SHEATHING EDGES. BACK EACH STRAP WlTr A STUD RECOMMENDED HOLD IN 8" FROM EDGE OF BRACING PANEL IN FIRST STORY OF TWO-STORY BUILDINGS, SHALL HAVE AT LEAST THREE ANCHOR BOLTS, PLACED AT ONE-FIFTH POINTS SIMPSON UPLIFT STRAP 3,0D0 POUNDS SCALE: I"= V- 0" �T F E? � ?�T� __,'__.,R_ACrNu - 1 PANEL R6b^_,10.6AL7CR::AILBILI,CLI)%%. LL PANELS s for APA portai frame b i racing design with hold -downs (For use details see, Figure 4. Recommended construction detai� Table 2 ..PjA'.:ANCHbR,BQjj. A t`RONT r ON Form TT -073 YOUBI-t-OOkT Al A S, PC C P! . ?y NOT T I b3CALE I 4A 0 141NOFILLER' • 100.0.4B.- HEADER ;;;'SINKERS- STRAP - .2 ROWS-@- ".:.THICKNESS `:'':WOOD: :sY'R6: 0"i URAL 4200 LB •6CO tp9yvN STRAR .'S E!°! . ING Page 9 of 10 SECTION A-A SIDE ELEVATION NRLE PQRYAL,FRAME x III 25 M PER DIA-T-u I A FA$TEN.TOP"PLAYt- 'fO-HEAD.� Ft IT Y!.. . YV ROWS OF ;000:L8 -STRAO;:OPFOSM ISHIrA 'AS. 'SHOWN7 -T Ek VV 'ITW8qf.Co Mmm L N .. E p -yn -A FOR-MAMMOVOR PANE i NEEMD)SHALLI .0 MID -66KINq k 9QVIREEkW.7x— $:U 126.-,THEN IT. M. $T STI-T W 6 8,111�R� A�- --N�v ic -bOU E BL -99YM.-ST", ARFL160-OVER fl----4200:LQ%HOL0DQAN-STRA -IN&11ALLtp jN -E-..PER PNCR.E.T ..PjA'.:ANCHbR,BQjj. A t`RONT r ON Form TT -073 YOUBI-t-OOkT Al A S, PC C P! . ?y NOT T I b3CALE I 4A 0 141NOFILLER' • 100.0.4B.- HEADER ;;;'SINKERS- STRAP - .2 ROWS-@- ".:.THICKNESS `:'':WOOD: :sY'R6: 0"i URAL 4200 LB •6CO tp9yvN STRAR .'S E!°! . ING Page 9 of 10 SECTION A-A SIDE ELEVATION 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 (6 10 m) on center or one No. 4 at 16 inches (407 mm) on center. For all buildings in Seismic Design Categories D1 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. R611.7.1.4 Lap Splices. Where lap splicing of vertical or horizontal reinforcing steel is necessary, the lap splice shall be in accordance with Figure R611.7.1.4 and a minimum of 40db, where db is the diameter of the smaller bar. The maximum distance between noncontact parallel bars at a lap splice shall not exceed 8db. R611.7.1.5 Standard hook. Where the free end of a re- inforcing bar is required to have a standard hook, the hook shall be a 180- degree bend plus 4db extension but not less than 21/2 inches, or a 90- degree bend plus 12db extension. R611.7.2 Wall openings. Wall openings shall have a mini- mum of 8 inches (203 mm) of depth of concrete for flat and waffle -grid ICF walls and 12 inches (305 mm) for 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 (6 10 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 R6.11.7. L 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 RFINFnRCFMFNT aFni tlCcenceirc im nr .1A . WALL TYPE AND OPENING WIDTH (L) (feet) _ .__.._... MINIMUM HORIZONTAL OPENING REINFORCEMENT n r vvML.LO MINIMUM VERTICAL OPENING REINFORCEMENT Flat, Waffle -, and Screen -Grid: L < 2 (0.61) None required None required 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 nun) from the each side of the opening. Screen -Grid: bottom of the opening. Top and bottom lintel L ? 2 (0.61) 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 tnm) of each side o - 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(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD - BEARING WALLSe,bx,d,f NO d BOTTOM BAR SIZE For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN /m2, I pound per square foot = 0.0479 kN /m2. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used, the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criteria: 0240. 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)e Supporting Light Framed Supporting ICF Second Story Supporting Roof Only 2nd Story and Roof and Roof Ground Snow Load MINIMUM LINTEL THICKNESS, T (inches) LINTEL DEPTH, D (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf 4 -9 4 -2 3 -10 3 -4 3 -5 3 -1 8 (1 -2) (0 -9) (0 -8) (0 -6) (0 -6) (0 -5) 6 -8 5-5 5-0 4 -5 :' 4 -6 4 -0 12 (1 -11) (1 -3) (1 -1) (0 -10) (0 -10) (0 -8) 7 -11 6 -5 6-0 { 5 -3 5 -4 4 -10 3.5 16 (2 -9) (1 -9) (1 -6) j (1 -2) (1 -2) (1 -0) 8 -11 j 7 -4 6-9 6.0 6.1 5 -6 20 (3 -5) (2 -3) (1-11) (1 -6) i (1 -7) (1 -3) 9-10 j 8-1 7 -6 6 -7 6 -9 6-1 � 4 - (4-1) (2 -9) (2-1) I (1 -10) (] -11) (1 -6) 5-2 4-2 3 -10 3 -5 1 3 -_5 3 -1 8 (1-10) (1-2) (1 -0) (0 -9) (0 -10) (0-8) 6-8 5-5 5 -0 4 -5 4-6 4 -1 12 (3-0) (2 -0) (1 -9) (1-4) (1-4) (1 -1) 7 -10 6-5 ; 6 0 5 -3 5 -4 4 -10 5.5 16 (4_1) (2_9) (2 -5) (1 -10) (1 -7) 7 i 6 6-0 6 -1 5 -6 20 8 -10 (5 -3) -3 (3 -6) -9 (3 -1) (2 4) —4— (2 -5) 9 -8 8 -0 1 7 -5 , 6-7 6 -8 6 -0 24 (6 -3) (4-3) r3 -8) (2 -11) (3 -0) (2 5) 5_2 — i 4_2 3 -11 3 -5 3 -6 1-2 8 1 -1) (1 -1) (0 -I 1) 6 -7 5-5 5-0 4-5 4 -6 4 -1 12 (2 -8) (2-4) (1 -10) (1 -10) (1 -6) i_9 6 -5 5 -11 5 -3 5 -4 4 -10 7.5 16 (5-5) j (3 -8) (3-3) (2 -6) (2 -7) (2-2) i 8 -8 7 -2- 6 -8 5-11 6 -0 5-5 20 (6 -10) (4-8) j {4-2) (3 -3) (3 -4) j (2 -9) 9 -6 7 -11 7 -4 6 -6 1 6 -7 6 -0 24 (8 -2) (5 -8) (5 -1) (3 -11) (4 -1) (3 -4) 5 -2 4 -2 i 3 -11 3 5 3 6 3 -2 8 (3 -]) (2 -1) — (1 -9) 1— (1 -S) (1 -5) - - ! (1 -2) 6 -7 5 -5 5 0 4 -5 4-6 4 -1 9.5 12 (5 -0) (3 -4) (— -0) (2 4) (2 -5) t I ) 7 -8 - - -� j 6-4 5 -11 j 3 5-4 4 -10 16 (6-9) (4-7) (4-2) - (3 -3) (3-4) (2 -8) For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN /m2, I pound per square foot = 0.0479 kN /m2. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used, the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criteria: 0240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light - framed wall dead load is 10 psf e. No. 3 stirrups are required at d/2 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure R611.7(2) and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 2003 INTERNATIONAL RESIDENTIAL CODE° 173 WALL CONSTRUCTION TABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD - BEARING WALLSa,e,c,d,t NO. 5 BOTTOM BAR SIZE For SI: 1 inch = 25.4 mm, I foot = 304.8 mm, 1 pound per square inch = 6.895 kN /m', 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: L1240. 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/I 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® MAXIMUM CLEAR SPAN, (feet- inches) (Number is Middle of Span, A)e Supporting Light Framed 2nd Story Supporting ICF Second Story and Supporting Roof and Roof Roof Ground Snow Load MINIMUM LINTEL THICKNESS, T LINTEL DEPTH, D (inches) (inches) 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) 7 -2 6 -3 5 -11 5 -5 5 -5 5 -0 12 (1 -11) (1 -3) (1 -1) (0 -10) (0 -10) (0 -8) 9 -6 8 -0 7 -4 6 -6 6 -7 5 11 3.5 16 (2 -9) (1 -9) 11-6) (1 -2) (1 -2) (1-0) 11 -1 9 -1 8 -4 ' 7-5 7 -6 6 -9 20 (3 -5) (2 -3) {1 -ll) (1 -6) (1 -7) (1 -3) 12 -2 i 10 -0. 9 -3 8-2 8-4 7 -6 24 4 -1) (2 -9) (2-4) (1 -10) 0 -11) (1 -6) 5 -6 4 -10 4 -7 4 -2 4 -2 3 -10 8 (1 -10) (1 -2) (1 -0) (0 -9) (0 -10) (0 -8) 8 -3 6 -9 6 -3 5 -6 5 -7 5 -0 12 (3 -0) (2 -0) (1 -9) (1 -4) (1 -4) (1 -1) 9 -9 8-0 5 6-6 6 -7 6 -0 5.5 16 (4 -1) (2-9) 1 (2 -5) (1 -10) (1 -11) (1 -7) 10 -11 9 -0 8-4 7 -5 7 -6 6 -9 20 I (5 3) (3 -6) (3-1) (2-4) (2 -5) (2 0) 8 2 8 3 7 6 24 5 -3 (4-3) (3 -8 ( 6 -1 5 -2 _ 4 -9 4 -3 4 -3 3 -10 8 (2 -6) (1 -8) (1 -5) (1 -1) 8 -2 6 -9 6 -3 i 5 -6 7 5 0 12 (4 -0) (2 -8) (2 -4) (1 -101 1 -10) (1-6) 9-7 7 -11 7 -4 6 -6 6 -7 6 -0 7.5 16 (5 -5) 1 (3 -8) (3 -3) - (2 -61 (2 -7) �_� (- 2) 10 -10 8 -11 8 -4 7 -4 7 -6 6 -9 20 (6 -10) (4-8) (4-2) {3 -3) (3-4) (2-9) -- 11 -'10 9 -10 9 -2 8 -1 8 -3 7 -5 24 (5 -1) (3 -11) (4 -li (3 -4) 6 -4 5 -2 4 -10 4 -3 i 4-4 3 -11 8 (3 -1) (2 -1) U 91 - (1 -5) 8 -2 6-8 6 -2 1 5 -6 5-7 5 -0 12 (5 -0) (3 -4) (3 -0) (2 -4) (2 -5) _(1 -11) 9 -6 7 -ll 7 -4 6 -6 6 -7 5 -11 9.5 16 (6.9) (4-7) (4-2) (3 -3) (3 -4) (2-8) 10 -8 8 -10 8 -3 7 -4 7 -5 6 -9 20 (8 -4) (5-10) i (5 -4} (4-2) ! (4 -3) (3 -6) 11-7 9 -9 9-0 8 -1 8 -2 7 -5� 24 (10 -0) (6 -11) (6-5)- , (5 -0)_ (5 -2) (4-3) For SI: 1 inch = 25.4 mm, I foot = 304.8 mm, 1 pound per square inch = 6.895 kN /m', 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: L1240. 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/I 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® WALL CONSTRUCTION NO. 4 CONTINUOUS BAR AS REQUIRED IN SECTION R611.7.1 TOP OF WALL STORY --\ w E E � M z ON L < 2'(0.61 m FIG ` R611.7(3) R611.7(4) FIG R611.7 8611.7 .6 m 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 J A . -- LINTEL i ;X/ L >_ 2' (0.61 m) �1�2_ 4"� 0.6 m VC OPEN REINFORCEMENT WALL REINFORCEMENT AS REQUIRED PER AS REQUIRED TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN. MIN. 2.5 IN. MAX. T NO. 4 BAR LINTEL REINFORCEMENT REQUIRED I SEE TABLE R611.7(2), R611.7(3), R611.7(8), d MINIMUM NO. 3 STIRRUP 8611.7(9) OR 8611.7(10). D 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® 2) #5 rebar .o extend 24 . nches beyon d pening. Reinforcement for openings In plain concrete (2) 965 rel a beyond op En do not re in bottom 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. r to extend ing. 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. WSEC TABLE 6 -2 PRESCRIPTIVE REQUIREMENTS0,1 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. 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 camiot 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. 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 WASH INGTON STATE UNIVERSITY 1 -7 ENERGY PROGRAM Glazing Glazing U Factor Doors Wall'2 Wall? Wall? Slab' Option Area U- Ceiling Vaulted Above in t" e° Floors „ % of floor Factor Ceiling Grade Below Below on 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 camiot 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. 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 WASH INGTON STATE UNIVERSITY 1 -7 ENERGY PROGRAM