Loading...
2006, 05-04 Permit App: 06001643 Egress Windows Project Number: 06001643 Inv: 1 Application Date: 05/04/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project In formation: Permit Use: INSTALL 2 BASEMENT EGRESS WINDOWS Contact: CORCORAN,MICHAEL D&DIANE M Address: 1411 S WILBUR RD C-S-Z: SPOKANE,WA 99206 Setbacks:Front Left: Right: Rear: Phone: (509)979-6787 Group Name: Site Information Project Name: Plat Key: Name: Range District: Sout Parcel Number: 45214.1408 Block: Lot: SiteAddress: 1411 S WILBUR RD Owner:Name: CORCORAN,MICHAEL D&DIAN Address: 1411 S WILBUR RD Location::CSV SPOKANE,WA 99206 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 14,297 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Building Plan Review Released By; - Originally Released: 05/04/2006 By: TMELBOU Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB OWNER 0 $1,300.00 0 $1,300.00 Totals: 0 $1,300.00 0 $1,300.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $69.25 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $27.70 Permit Total Fees: $101.45 Operator: AMB Printed By: AMB Print Date: 05/04/2006 Project Number: 06001643 Inv: 1 Application Date: 05/04/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Payment Summary: .rimar , ._ .u. -,,L ¢ I Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $101.45 $101.45 $0.00 $101.45 $101.45 $101.45 $0.00 $101.45 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: 05/04/2006 Project Number: 06001643 Inv: 1 Application Date: 5/1/2006 Page 1 of 1 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project In formation: Permit Use: INSTALL 2 BASEMENT EGRESS WINDOWS Contact: CORCORAN,MICHAEL D&DIANE M Address: 1411 S WILBUR RI) C-S-Z: SPOKANE,WA 99206 Setbacks:Front Left: Right: Rear: Phone: (509)979-6787 Group Name: Site Information: Project Name: INSIONSIONNEMINEVENESNOWNEENEV Plat Key: Name: Range District: Sout Parcel Number: 45214.1408 Block: Lot: SiteAddress: 1411 S WILBUR RD Owner:Name: CORCORAN,MICHAEL D&DIAN Address: 1411 S WILBUR RD Location::CSV SPOKANE,WA 99206 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 14,297 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: as Review Building Plan Review , , O' Permits: a s w �uw rx am iuMAINSIMEMONSMINEM Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 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: 5/1/2006 �, Permit Center PERMIT NUMBER: �cj *Mane 11707 E S.rague Ave,Suite 106 Spokane • 1.,,,-,NA,9 06 1 i PERMIT FEE: Valley (509)7-=; 6i4AV: ( )088 ' Onr • Comthunity Development www.s a..k.::+evallev.ore1 ) MAY 0 1 2006' ' . -Th PP enW Construction Accessory Bldg Residential Construe _ Permit Application 1 CJ D . L 13 ��i 'v "ition/Remodel El Deck 4 ❑ Other: SITE ADDRESS ` i ` Al•tb- ASSESSORS PARCEL NOf5 /L1( > LEGAL DESCRIPTION: Building Owners Contractor Name: j j /ii Address: V / ,j1INONINIFMAddress: ,e� Ci State: Zip: ty: Amp- Phone: _ Fax: Phone: Fax: A Contractor Lic No: Exp Date: _ City Business Lic.No: • contact Person - Name:( %War,. �12a Phone: 7 71 _ C2 777 tg Describe the scope of work in detail: Cost of Project: $ /_a/30Z) **************The following MUST be complete: (write N/A if notapplicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2""FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUSASURFACE FTG: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30%SLOPES ON SQ. FTG: TY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? The permitee verifies,acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling,the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or local laws,codes or ordinances.6) Plans or additional information may be required to be submitted,and subsequently approved before this application can be processed. Signature Date Method of Payment: ❑ Cash ❑ Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 stied-I{aidEO � y 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fay 509.921.1008 + city hatl@spokanevalley.org • Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8')and label each • Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22'X 30' attic access location 0 18'X 24' crawl space access: • ❑ One-hour separation detail: between house and garage • ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections • • 0 Foundation plan • ❑ Insulation information • �- Min.4 ft Brace Wall Panel per R602.10.3 &R602.10.4 WHEN INTERIOR ALTERATIONS,REPAIRS OR ADDITIONS Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 REQUIRING A PERMIT OCCUR,OR WHEN ONE OR MORE Min. 16, 18 or 20 in. APA Portal Frame Bracing SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING Engineered Shear Wall Bracing /� DWELLINGS.THE DWELLING UNIT SHALL BE PROVIDED g WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW / ;' 'v7 DWELLINGS. WINDOW WELL: i SMOKE ALARMS SH LL_ BE INTERCON- Min. 9 sq. ft. horizontal area. NECTED AND HARD ED 114 SUGW A Min. 3 ft. horizontal projection and width. I� MANNER THAT THE CTIVATION OF ONE ALARM WILL ACT I V TE ALL ALARMS. Max. 44 in. vertical depth without a ladder Q n (BEDROOMS, ARE S APPROACHING BEDROOMS, VA LTED CEILIN WITH RISE OF 24" & ON'EACH FLOOR) '1 CI 411P Egress windo s openable j ' �" 5.7 sq. ft. - 44" sill r , IN f—\ivy // C; 7,„,?q,e/A),<L) V` p a i m 2 L_„, \ 4 / 7/ �/ -- i3 v/2 S k Ar Y.;)` --e4 ' A, Concrete lintels shall conform to Tables EMERGENCY E RE REO R611.7 (2) or(3) Engineering or En n is FROM S EEPING ROOMS MENTS v q g g g 1)NET CLEAR OPENING ,, _ ,-,Rt FEET required. Reinforcement for openings s in GRADE FI',, r,OPENI G(MAX 44 I `, ,,_:,-(E T plain concrete is also required. 2)NET CLEAR(,r'ENING HEIGHT 2:i"� .S 3)NET CLEAR nl'LMNG WTITH .^Ir.5H 4)MAX FINISHED SILL "'".",,,,..•••••"` 5)EMERGENCY ESCAPE&RESCUE OPENING SHALL SF OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOU i THE USE OF KEYS OR TOOLS " ,-44-S c PI .KDC d 5 (-2) //° S 4, •s Fe. (Z 5A-sett-tato- t----2) S sw T Reinforcement for openings in plain concrete 2) #5 rebar • .o extend 24 .aches beyond opening. (2) #5 rebar to extend beyond op=ning. Doorway: do not re.uire rebar in in bottom of opening. 1909.6.3 Openings in walls.Not less than two No. 5 bars shall be provided around window and door openings. Such bars shall extend at least 24 inches (610 mm) beyond the corners of openings. * All openings for windows and doors in structural plain concrete walls must be bound by two No. 5(16)bars as follows. For openings not extending to the bottom of the wall,the bars must be placed on all four sides of the opening.For openings extending to the bottom of the wall,the bars are only necessary along the sides and top.To provide continuity at the corners of the openings,the bars must extend 24 inches (610 mm) past the corners. These extensions should occur at all four corners of an opening not extending to the bottom of the wall,and at the two top corners for other openings. WALL CONSTRUCTION d FIG R611.7(3) NO.4 CONTINUOUS BAR MIDDLE OF SPAN,A. R6iii(4) NOT REQUIRING STIRRUPS AS REQUIRED IN -611.7(5 SEE TABLE R611.7(2), R611.7(3), SECTION R611.7.1 R611.7(4), R611.7(5),OR R611.7(8) iii(6) LINTEL REINFORCEMENT TOP OF WALL STORY Rs -611.7(7 AS REQUIRED ----------- --- — ----j --- --- — — — --I- A Z N LINTEL s_ // // // � I L<2' (0.61m) I 24" L>_2' (0.61m) 24" f 1 ;0.6 m ' m)6 AI I I I I I OPEN REINFORCEMENT /WALL REINFORCEMENT AS REQUIRED PER AS REQUIRED TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN.MIN. 2.5 IN.MAX.— 1,4--T� A A ■■i —L■■i ■■1 ■■I ■a; NO.4.BAR LINTEL MI EMI REINFORCEMENT REQUIRED 1111115 SEE TABLE R611.7(2), EMI NMI R611.7(3),R611.7(8), d .11111 ��= MINIMUM NO.3 STIRRUP R611.7(9)OR R611.7(10).—>D MI NMI AS REQUIRED ■■M ■■I MM MI ■I ■■I gm NEI INSULATING FORM MI MI • ■■I ■■1 ■■t ■■1 t I!! NMI 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. FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS 186 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION R611.7.1.3 Horizontal steel. Concrete walls with a screen-grid walls over the length of the opening.When the minimum thickness of 4 inches(102 mm)shall have a depth of concrete above the opening is less than 12 inches minimum of one continuous No.4 horizontal reinforc- for flat or waffle-grid walls,lintels in accordance with Sec- ing bar placed at 32 inches(812 mm)on center with one tion R611.7.3 shall be provided. Reinforcement around bar within 12 inches (305 mm) of the top of the wall openings shall be provided in accordance with Table story. Concrete walls 5.5 inches (140 mm) thick or R611.7(1)and Figure R611.7(2).All reinforcement placed greater shall have a minimum of one continuous No.4 horizontally above or below an opening shall extend a mini- horizontal reinforcing bar placed at 48 inches (1219 mum of 24 inches(610 mm)beyond the limits of the open- mm) on center with one bar located with in 12 inches ing. Wall opening reinforcement shall be provided in (305 mm)of the top of the wall story. addition to the reinforcement required by Sections R611.3, R611.4, R611.5 and R6.11.7.1. The perimeter of all wall For townhouses in Seismic Design Category C, the minimum horizontal reinforcement shall be one No. 5 openings shall be framed with a minimum 2-inch by 4-inch at 24 inches(610 m)on center or one No.4 at 16 inches plate,anchored to the wall with'/2-inch(12.7 mm)diameter (407 mm)on center.For all buildings in Seismic Design anchor bolts spaced a maximum of 24 inches(610 mm)on Categories Dl and D2, the minimum horizontal rein- center.The bolts shall be embedded into the concrete a mini- forcement shall be one No.5 at 18 inches(457 mm)on mum of 4 inches(102 mm)and have a minimum of 1'/2(38 center or one No.4 at 12 inches(305 mm)on center. mm)inches of concrete cover to the face of the wall. Horizontal reinforcement shall be continuous around Exception: The 2-inch by 4-inch plate is not required building corners using corner bars or by bending the where the wall is formed to provide solid concrete bars.In either case,the minimum lap splice shall be 24 around the perimeter of the opening with a minimum inches (610 mm). For townhouses in Seismic Design depth of 4 inches(102 mm)for the full thickness of the Category C and for all buildings in Seismic Design Cat- wall. egories Di and D2,each end of all horizontal reinforce- R611.7.3 Lintels. ment shall terminate with a standard hook or lap splice. R611.7.1.4 Lap Splices.Where lap splicing of vertical R611.7.3.1 General requirements. Lintels shall be or horizontal reinforcing steel is necessary, the lap provided over all openings greater than or equal to 2 feet splice shall be in accordance with Figure R611.7.1.4 (610 mm) in width. Lintels for flat ICF walls shall be and a minimum of 40db,where db is the diameter of the constructed in accordance with Figure R611.7(3) and smaller bar. The maximum distance between Table R611.7(2) or R611.7(3). Lintels for waffle-grid noncontact parallel bars at a lap splice shall not exceed ICF walls shall be constructed in accordance with Fig- 8db. ure R611.7(4)or Figure R611.7(5)and Table R611.7(4) R611.7.1.5 Standard hook.Where the free end of a re- or R611.7(5).Lintels for screen-grid ICF walls shall be constructed in accordance with Figure R611.7(6) or inforcing bar is required to have a standard hook, the Figure R611.7(7). Lintel construction in accordance hook shall be a 180-degree bend plus 4db extension but with Figure R611.7(3) shall be permitted to be used not less than 2'/2 inches,or a 90-degree bend plus 12db with waffle-grid and screen-grid ICF wall construction. extension. Lintel depths are permitted to be increased by the height R611.7.2 Wall openings.Wall openings shall have a mini- of the ICF wall located directly above the opening,pro- mum of 8 inches(203 mm)of depth of concrete for flat and vided that the lintel depth spans the entire length of the waffle-grid ICF walls and 12 inches (305 mm) for opening. TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS WALL TYPE AND MINIMUM HORIZONTAL MINIMUM VERTICAL OPENING WIDTH(L)(feet) OPENING REINFORCEMENT OPENING REINFORCEMENT Flat,Waffle-,and Screen-Grid: None required None required L<2(0.61) In locations with wind speeds less than or equal to 110 mph(177 km/hr)or in Seismic Design Categories A and B,provide one No.4 Provide lintels in accordance with Section R611.7.3. bar for the full height of the wall story within 12 inches(305 mm)of Flat,Waffle-,and Provide one No.4 bar within 12 inches(305 mm)from the each side of the opening. Screen-Grid: bottom of the opening.Top and bottom lintel In locations with wind speeds greater than 110 mph(177 km/hr), L>_2(0.61) reinforcement shall extend a minimum of 24 inches(610 townhouses in Seismic Design Category C,or all buildings in mm)beyond the limits of the opening. Seismic Design Categories D,and D2,provide two No.4 bars or one No.5 bar for the full height of the wall story within 12 inches(305 mm)of each side of the opening. For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=1.609 km/h. NOTE:This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva- lent rectangular cross section.This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. 172 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION ' TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS°.D`," NO.4 BOTTOM BAR SIZE MAXIMUM CLEAR SPAN,(feet-inches) (Number is Middle of Span,Ar Supporting Light Framed Supporting ICF Second Story Supporting Roof Only 2nd Story and Roof and Roof MINIMUM LINTEL Ground Snow Load THICKNESS,T LINTEL DEPTH,D (inches) (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf 8 4-9 4-2 3-10 3-4 3-5 3-1 (1-2) (0-9) (0-8) (0-6) (0-6) (0-5) 12 6-8 5-5 5.0 g l-5 s 7. qi ,.. (1 11) (1-3) ..',..� ) s �. `>, .(0-r0),.,- `4..,.(0-10) ° 111) -,:„,-T.,'?[ a" a ilk,: gyp. 3 44,-,11,..,67,v1,, -ry x �' 7 11 � ''eek x r ,- , ¢,- t fr rc., , 3.5 16 , �),- r ,"b, - 1 �. ' s . N 5 z d- A A' (2-9) i M 19)� 44-''n,'''(1 & ', _, z, (1-2) 1 . 1, ,.(1-2).:;> , (]0) h.' r�+. .� r b, �'-; , v0 .e,, s> 'x*r "kx^ Wad a r ;c^ -.�, �` .a ,s�. A. 20 -.`30- �.5 * ; '440-U$~4-b a �' ) :4's (1-6)114 `, . ..- 77,`"1''- ' n s»j phi ',5'� ,A7A ,. -, ..*". w 'kq r ''1'40,-' ''''' : � t 8 (1 10) (1 2) tiltint t �� s--fit e nA ,°` A. = x.s. n :, 5.5 16 rt l'I''''': t a "t 'FAA'-= lt res et � s R 20 „yy ' t.t , ie , g " „mAi 8 ,# b = ,',As., ,, N p.w -` j 7.5 16 20 t 24 t 8 :.. fit `I 9.5 12 4', . For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per square inch=6.895 kN/m2,1 pound per square foot=0.0479 kN/m2. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section.When reinforcement with a minimum yield strength of 60,000 psi is used,the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criteria:L/240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light-framed wall dead load is 10 psf e. No.3 stirrups are required at d/2 spacing except no stirrups are required for the distance,(A),shown in the middle portion of the span in accordance with Figure R611.7(2)and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 173 2003 INTERNATIONAL RESIDENTIAL CODE® • WALL CONSTRUCTION , TABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa'b,e,a,t NO.S BOTTOM BAR SIZE MAXIMUM CLEAR SPAN,(feet-inches)(Number is Middle of Span,A MINIMUM LINTEL THICKNESS,T LINTEL DEPTH,D )e Supporting Light Framed 2nd Story Supporting ICF Second Story and Supporting Roof and Roof Roof Ground Snow Load (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) 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- j (2-9) (1-9) (1 6) (1 2) (I 2) 17 20 11-1 9-1 ,w pail- a.,�t • t• • ,, ,� �,�' 4x69G (3-5) (2-3) �., )..Il . . i". . k , �(1-3 .:. ' , - te- t t�".v44 3f, x ' • � 1'„a a 6 4; 24 2 s ' ,..,?... ,4� .�O). :. ,_ - 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 (3 0) (2 0) (1 9) (1-4) (1 4) i ,i- °`_ ilk : t 1� Frersk e 9-9 I. ,a V.16 (4-1) - iz. ks' V 4 ) ; t ? ( B,s :". -,7,20 24 �° '0444- 'a an'o ...' .�>„,, - c- if 8 6-1 5-2 4-9 4-3 4-3 t `° (2-6) (1-8) (1-5) (1-1) (1-1) rif-ct - -..,r-mimm,VIncfrgtWr7nr.:::1..:-1. '';7-'',`,.&, 0114.i.ik*.:e.,>410 12 82 75 16 g Wil-W.}..,,,,r_411.1:472 ,:z. Tr10/31hic Vat.Wtti,7,.7 reli-- ITV,Cdl,:V7ff7rtiAlf4:it'D't% A;::''': Ig_5,...s"Ma 20 tfrkiliiiiit 24 c t pki*8 6-4 5-2 410 (3-1) (2-1) (1-9) Ata ¢ 12 . f „ .9.5 16 Pa 4-. �` ^k3 �; ra@ 'a204 ' ; m . „ e b 24 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 pound per square inch=6.895 ItN/m',1 pound per squarefoot=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:L/240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light-framed wall dead load is 10 psf e. No.3 stirrups are required at d'2 spacing except no stirrups are required for the distance,(A),shown in the middle portion of the span in accordance with Figure R611.7(2)and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 174 2003 INTERNATIONAL RESIDENTIAL CODE® A FLOORS • TABLE R502.5(1) GIRDER SPANS'AND HEADER SPANS'FOR EXTERIOR BEARING WALLS i (Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-firb and required number of jack studs) GROUND SNOW LOAD(psf)' 30 50 Building width'(feet) I GIRDERS AND 20 28 36 20 28 36 HEADERS SUPPORTING SIZE Span NJ° Span NJ° Span NJ° Span NJ° Span NJ° Span NJ° 2-2x4 3-6 1 3-2 1 2-10 I 3-2 1 2-9 1 2-6 1 2-2x6 5-5 1 4-8 1 4-2 1 4-8 1 4-1 1 3-8 2 2-2x8 6-10 1 5-11 2 5-4 2 5-11 2 5-2 2 4-7 2 2-2x10 8-5 2 7-3 2 6-6 2 7-3 2 6-3 2 5-7 2 2-2x12 9-9 2 8-5 2 7-6 2 8-5 2 7-3 2 6-6 2 Roof and ceiling 3-2x8 8-4 1 7-5 1 6-8 1 7-5 1 6-5 2 5-9 2 3-2x10 10-6 1 9-1 2 8-2 2 9-1 2 7-10 2 7-0 2 3-2x12 12-2 2 10-7 2 9-5 2 10-7 2 9-2 2 8-2 4-2x8 7-0 1 6-1 2 5-5 2 6-1 2 5-3 2 4-8 2 4-2x10 11-8 1 10-6 1 9-5 2 10-6 1 9-1 2 8-2 2 4-2x12 14-1 1 12-2 2 10-11 2 12-2 2 10-7 2 9-5 2 2-2x4 3-1 1 2-9 1 2-5 1 2-9 1 2-5 1 2-2 1 2-2x6 4-6 1 4-0 I 3-7 2 4-1 I 3-7 2 3-3 2 2-2x8 5-9 2 5-0 2 4-6 2 5-2 2 4-6 2 4-1 2 2-2x10 7-0 2 6-2 2 5-6 2 6-4 2 5-6 2 5-0 2 2-2x12 8-1 2 7-1 2 6-5 2 7-4 2 6-5 2 5-9 3 Roof,ceiling and one 3-2x8 7-2 1 6-3 2 5-8 2 6-5 2 5-8 2 5-1 2 center-bearing floor 3-2x10 8-9 2 7-8 2 6-11 2 7-11 2 6-11 2 6-3 2 3-2x12 10-2 2 8-11 2 8-0 2 9-2 2 8-0 2 7-3 2 4-2x8 5-10 2 5-2 2 4-8 2 5-3 2 4-7 2 4-2 2 4-2x10 10-1 1 8-10 2 8-0 2 9-1 2 8-0 2 7-2 2 4-2x12 11-9 2 10-3 2 9-3 2 10-7 2 9-3 2 8-4 2 2-2x4 2-8 I 2-4 I 2-1 1 2-7 1 2-3 1 2-0 1 2-2x6 3-11 1 3-5 2 3-0 2 3-10 2 3-4 2 3-0 2 2-2x8 5-0 2 4-4 2 3-10 2 4-10 2 4-2 2 3-9 2 2-2x10 6-1 2 5-3 2 4-8 2 5-11 2 5-1 2 4-7 3 2-2x12 7-I 2 6-1 3 5-5 3 6-10 2 5-11 3 5-4 3 Roof,ceiling and one clear 3-2x8 6-3 2 5-5 2 4-10 2 6-1 2 5-3 2 4-8 2 span floor 3-2x10 7-7 2 6-7 2 5-11 2 7-5 2 6-5 2 5-9 2 3-2x12 8-10 2 7-8 2 6-10 2 8-7 2 7-5 2 6-8 2 4-2x8 5-1 2 4-5 2 3-11 2 4-11 2 4-3 2 3-10 2 4-2x10 8-9 2 7-7 2 6-10 2 8-7 2- 7-5 2 6-7 2 4-2x12 10-2 2 8-10 2 7-11 2 9-11 2 8-7 2 7-8 2 2-2x4 2-7 1 2-3 1 2-0 1 2-6 1 2-2 1 1-11 1 2-2x6 3-9 2 3-3 2 2-11 2 3-8 2 3-2 2 2-10 2 2-2x8 4-9 2 4-2 2 3-9 2 4-7 2 4-0 2 3-8 2 2-2x10 5-9 2 5-1 2 4-7 3 5-8 2 4-11 2 4-5 3 2-2x12 6-8 2 5-10 3 5-3 3 6-6 2 5-9 3 5-2 3 Roof,ceiling and two 3-2x8 5-11 2 5-2 2 4-8 2 5-9 2 5-1 2 4-7 2 center-bearing floors 3-2x10 7-3 2 6-4 2 5-8 2 7-1 2 6-2 2 5-7 2 3-2x12 8-5 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 3 4-2x8 4-10 2 4-3 2 3-10 2 4-9 2 4-2 2 3-9 2 4-2x10 8-4 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 2 4-2x12 9-8 2 8-6 2 7-8 2 9-5 2 8-3 2 7-5 2 (continued) 90 2003 INTERNATIONAL RESIDENTIAL CODE® FLOOi tS TABLE R502.5(1)—continued GIRDER SPANS'AND HEADER SPANS°FOR EXTERIOR BEARING WALLS ' (Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-firb and required number of jack studs) GROUND SNOW LOAD(pat)* 3D SD Building width'(feet) GIRDERS AND 20 28 36 20 28 36 ' HEADERS SUPPORTING SIZE Span NJ' Span Ne Span NJ° Span Ne Span NJ° Span Ne 2-2x4 2-1 1 1-8 1 3-6 2 2-0 1 1-8 3 1-5 2 2-2x6 3-1 2 24 2 2-4 2 3-0 2 2-7 2 2-3 2 2-2x8 3-10 2 3-4 3 3-0 3 3-10 2 3-4 2 2-11 3 2-2x10 4-9 2 4-1 3 3-8 3 4-8 2 4-0 3 3-7 3 2-2x12 5-6 3 4-9 3 4-3 3 5-5 3 4-8 3 4-2 3 Roof:ceiling and ' two clear span 3-24 4-10 2 4-2 2 3-9 2 4-9 2 4-1 2 3-8 2 floor 3-2x10 5-11 2 5-1 2 4-7 3 5-10 2 5-0 2 4-6 3 3-2x12 6-10 2 5-11 3 5-4 3 6-9 2 5-10 3 5-3 3 4-24 5-7 2 4-10 2 4-4 2 5-6 2 4-9 2 4-3 2 4-2x10 6-10 2 5-11 2 5-3 2 6-9 2 5-10 2 5-2 2 4-2x12 7-11 2 6-10 2 6-2 3 7-9 2 6-9 2 6-0 3 For SL 1 inch=25.4 mm,1 pound per square foot=0.0479 EN/m2. a. Spans are given in feet and inches. b. Tabulated values assume#2 grade lumber. c. Building width is measured perpendicular to the ridge.For widths between those shown,spans are permitted to be interpolated. d.NJ-Number of jack studs required to support each end.Where the number of required jack studs equals one,the header is permitted to be supported by an ap- proved framing anchor attached to the full-height wall stud and to the header. e. Use 30 psf ground snow load for cases in which ground snow load is less than 30 psf and the roof live load is equal to or less than 20 psf. 2003 INTERNATIONAL RESIDENTIAL CODE® 91 FLOORS i a TABLE R502.5(2) I GIRDER SPANS'AND HEADER SPANS'FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-firb and required number of jack studs) BUILDING WIDTH`(feet) 20 28 36 HEADERS AND GIRDERS SUPPORTING SIZE _ Span NJ° Span NJ° Span No 2-2x4 3-1 1 2-8 1 2-5 1 2-2x6 4-6 1 3-11 1 3-6 1 2-2x8 5-9 1 5-0 2 4-5 2 2-2x10 7-0 2 6-1 2 5-5 2 2.2x12 8-1 2 7-0 2 6-3 2 One floor only 3-2x8 7-2 1 6-3 1 5-7 2 3-2x10 8-9 1 7-7 2 6-9 2 3-2x12 10-2 2 8-10 2 7-10 2 4-2x8 9-0 1 7-8 1 6-9 1 4-2x10 10-1 1 8-9 .1 7-10 2 4-2x12 11-9 1 10-2 2 9-1 2 2-2x4 2-2 1 1-10 1 1-7 1 2-2x6 3-2 2 2-9 2 2-5 2 2-2x8 4-1 2 3-6 2 3-2 2 2-2x10 4-11 2 4-3 2 3-10 3 ;, 2-2x12 5-9 2 5-0 3 4-5 3 7 floors 3.2x8 5-1 2 4-5 2 3-11 2 3-2x10 6-2 2 5-4 2 4-10 2 3-2x12 7-2 2 6-3 2 5-7 3 4-24 6-1 1 5-3 2 4-8 2 4-2x10 7-2 2 6-2 2 5-6 2 4-2x12 8-4 2 7-2 2 6-5 2 For SI: 1 inch=25.4 mm,l foot=304.8 mm. a. Spans are given in feet and inches. b. Tabulated values assume#2 grade lumber. '' c. Building width is measured perpendicular a ridge.For widths between those shown,Spans are permitted to be interpolated. d.NJ-Number of jack studs required to support each end.Where the number of required jack studs equals one,the header is permitted to be supported by an ap- proved framing anchor attached to the full-height wall stud and to the header. 8502.6 Bearing.The ends of each joist,beam or girder shall R502.7 Lateral restraint at supports. Joists shall be sup- have not less than 1.5 inches(38 mm)of bearing on wood or ported laterally at the ends by full-depth solid blocking not less metal and not less than 3 inches(76 mm)on masonry or con- than 2 inches(51 mm)nominal in thickness;or by attachment trete except where supported on a 1-inch-by-4-inch(25.4 mm to a header,band,or rim joist,or to an adjoining stud;or shall be by 102 mm)ribbon strip and nailed to the adjacent stud or by otherwise provided with lateral support to prevent rotation. the use of approved joist hangers. Exception:In Seismic Design Categories Di and D2,lateral restraint shall also be provided at each intermediate support. R502.6.1 Floor systems.Joists framing from opposite sides over a bearing support shall lap a minimum of 3 inches(76 R502.7.1 Bridging.Joists exceeding a nominal 2 inches by mm)and shall be nailed together with a minimum three 10d 12 inches(51 mm by 305 mm)shall be supported laterally face nails.A wood or metal splice with strength equal to or by solid blocking,diagonal bridging(wood or metal), or a greater than that provided by the nailed lap is permitted. continuous 1-inch-by-3-inch (25.4 mm by 76 mm) strip nailed across the bottom of joists perpendicular to joists at R.502.6.2 Joist framing.Joists framing into the side of a intervals not exceeding 8 feet(2438 mm). wood girder shall be supported by approved framing an- R502.8 Drilling and notching.Structural floor members shall chors or on ledger strips not less than nominal 2 inches by 2 not be cut,bored or notched in excess of the limitations sped- inches(51 mm by 51 mm). fled in this section.See Figure R502.8. 92 2003 INTERNATIONAL RESIDENTIAL CODE® 4 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FC., . _="-: 'C% MPLIANCE SPOKANE VA' t ;`'1 1i ON DIVISION