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2010, 06-09 Permit App: 10001368 Enclose ChimneyProject Number: 10001368 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: ENCLOSED CHIMNEY Contact: MCLAUGHLIN CONSTRUCTION Address: PO BOX 384 C - S - Z: VALLEY FORD, WA 99036 Setbacks: Front Left: Right: Rear: Phone: (509) 951-2108 Group Name: Site Information: Project Name: Plat Key: 005262 Name: AUTUMN CREST 03RD ADD District: East Date: 6/9/2010 Page 1 of 2 Parcel Number: 45261.4209 SiteAddress: 15217 E 22ND CT Location:: CSV Block: Lot: Owner: Name: IWATA, SUSAN L Address: 15217 E 22ND CRT SPOKANE VALLEY, WA 99037-949 Zoning: R-2 SF Res Suburban District Water District: 010 VERA Hold: ❑ Area: 11,421 Sq Ft Width: 80 Depth: 145 Right Of Way (ft): 50 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Originally Released: 6/9/2010 By: tmelbourn Permits: iv... .. ..{:, ,G .... ... . ; ._f, :..••'r. Building Permit Contractor: MCLAUGHLIN CONSTRUCTION Firm: MCLAUGHLIN CONSTRUCTION Address: 17500 S FRANCIS FAIRE Phone: (509) 951-2108 WORLEY, ID 83876 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation FAC M HAZ F-1 VB CHIMNEY 0 $500.00 0 $500.00 CHASE Item Description RESIDENTIAL PERMIT FEE WSBCC SURCHARGE SF PLNS RVW < 7999 SQ FT Totals: 0 $500.00 0 $500.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Fee Amount $69.25 $4.50 $27.70 Permit Total Fees: $101.45 Operator: jmm Printed By: jmm Print Date: 6/9/2010 Project Number: 10001368 Inv: 1 Notes: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 6/9/2010 Page 2 of 2 Payment Summary: Permit Type Building Permit Fee Amount Invoice Amount $101.45 $101.45 Amount Paid $27.70 Amount Owing $73.75 $101.45 $101.45 $27.70 $73.75 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: jmm Printed By: jmm Print Date: 6/9/2010 Commercial/Multi-Family Plan Review Summary Permit Center Out -Processing Information PLUS Project #: 10-001368 Project Name: Susan Iwata Site Address:15217 E 22nd Ct Project Description: Fire Rated Chimney Chase For Type I Hood Manual Valuation: x Yes ❑ No Valuation: $ $500 Occupancy Group: Group F1 Type of Construction: VB Floor Area 1st floor: 6 sf. other floors (specify each floor sq.ft.): ■ Mechanical p Electrical/Lighting Conditions on Permit (list): 1. Pre -construction Meeting Required ❑ Yes x No 2. 3. Other Technical Information Phased Submittal: o Yes X No Occupant load (OL) 1st Floor: n/a other floors (specify each floor occ. Toad): Assembly Only (OL for room and room location (each assembly room)): NREC Provided: N/A 0 Envelope ■ Mechanical p Electrical/Lighting Building Envelope Design (HB1848): o Provided X Not required Plan Reviewer: Tom Melbourn File Location: Revised: December 23, 2009 Date: June 9, 2010_ Page 1 of 1 Permit Center- f ~"` e, Suite B\ �ialle�06 AX: (509)68 Spokane Community Develo Residential Permit Appl leyG s ment / oIlt.l Pial 1 ;cca'•i " S�bl 3 0037 PERMIT NUMBER: PERMIT FEE: New Construction n Accessory Bldg Addition/Remodel n Deck Other: SITE ADDRESS: /c__(:) -OZ / / � O` )1-'6/C'7- ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: DIMENSIONS: Name: c St/,.r 2 /Js4 r City: 751? / ° Sr State: Address: r5„71 f 7 �� z t. City: - '7/ Vf3/ tate: Zip:/;...0y7 Phone: 5/,/f/ / J y ax: CONSTRUCTION TYPE: Contact Person Name: Phone: Describe the scope of work in detail: Contractor: DIMENSIONS: cc // / Name: /)/1,4.-/�A,� b) �x- Address: City: 751? / ° Sr State: Zip: Phone:4iL /4�L *9 ,} > Fax: IMPERVIOUS SURFACE AREA: Contractor Lic No: Exp Date: i% 'he _,71,0,6 City Business Lic. No: 30% SLOPES ON PROPERTY: Cost of Project: $ o/C__ Proposed Use: 7-74,; **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: - . IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: # 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. 's City of Spokan Valley Permi is not a permit or approval for any violation of federal, state or local laws, codes or ordinan . 6) P : ns or additiori ormation ay be required to be submitted, and subsequently approved before this application can be pr SIGNATURE: Method of Payment: 0 Cash Bankcard #: Authorized Signature: REVISED 2/15/07 0 Check DATE: J ✓ '/D D 0 Mastercard ❑ VISA Expires: VIN#: Mf,) C-L&AMuc� To Cod 41% LI o Fe RA--rOD M 1 J' C.^"',i LY 3 ^5Jc SI .2-1- STt-tst_ S-rGtoS 2 c. c.-e- Sti- -71-F .NG vd l oll r4ytio+2 Ain) -4'4f-X'$ P -=� PosTS limos -T 15AsS MALiam �uctrn I-- 1:— N. 04 '— N04 GONG• { PI &A. - FOOTIAJ .Trp. 5� Z/ l 111 r�L �14Cs 8ao Jackson Development Center CertainTeed Corporation 803 Belden Road Jackson, MI 49203 517-780-3185 FAX 517-780-3156 neil.j.sexton@saint-gobain.com February 1, 2008 Product Compliance Memo CertainTeed Ei Re: WeatherBoardsTM Fiber Cement Siding Underwriters Laboratories Inc. (U.L.) Listed Wall Assemblies Through on-going work with Underwriters Laboratories Inc. (U.L.), it has been determined by U.L. that WeatherBoardsTM Fiber Cement Siding products may be used as exterior cladding in the following U.L. listed, fire rated wall assemblies: U.L. Wall Assembly Design Nos.: U057, U354, U355, U356, U418 and U425. The U.L. wall assembly designs listed above are comprised of various residential exterior wall constructions that have been tested and determined to provide fire resistance ratings of 1 -hour to 2 -hours, depending on the assembly. U.L. listed wall assemblies are invaluable to the architect or building designer when project conditions require the use of fire rated walls. The architect or designer typically only needs to provide the U.L. Design number in its documents as evidence of a properly designed fire rated wall assembly. The U.L. fire rated wall assemblies listed above may be added to the 1 -hour rated wall assembly currently published in our ICC -ES evaluation report ESR -1668 as possible solutions for fire rated walls utilizing our WeatherBoardsTM Fiber Cement Sidings. Details of the U.L. wall assemblies can be found at the following U.L. webpage: http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/gfilenbr.html Simply type in the U.L. design number, click on search, and the wall design details will come up. U.L. has provided CertainTeed with a letter confirming the above information, which can be made available upon request. If you have any questions regarding the utilization of the above information, please contact me at 517-780-3185 or neil.j.sexton@saint-gobain.com. Sin .-rel Neil J. Sexton, A.I.A. Product Compliance Engineer CertainTeed Corporation Revision of Product Compliance Memo dated 12/3/03. ELK The One and Only Solution for Repairing Asbestos Sidinci Fiber Cement Siding - GAF WeatherSide Page 1 of 2 Pority'v Shingle 1Eit;?EC S'Atn,LE Sirtiphf, ih �',cFed c: Wua� I:tlges l�rnhf�,:7,r> r," Shir c11- Profile Shingle 7= ATE:, SJ€rf �E AP" Available to Buy Online! Free Delivery Via UPS or other LTL Carrier Puritym Shingles Textured Surface Straight, Thatched or Wavy Edges Profile Shingles Striated Surface Emphasis TM Shingles Wood Grain Surface GAF WeatherSideTM Fiber -Cement Siding Perfect Design... Virtually identical in size and shape to millions of existing siding shingles installed over the last 50 years Safe... Unlike the original siding it replaces, WeatherSideTM fiber cement siding contains NO asbestos Avoids Hassles and Expenses... Great for repairing damaged shingles, siding small additions or even changing windows without the expense of new siding for the whole house Easy Installation... Just remove the old shingle, nail the new one in place, and paint Click Here for Video: Repairing Asbestos Siding with GAF Elk WeatherSide Pre -Primed... Ready to be painted to match existing wall color Virtually No Maintenance... Won't warp, dent, rot, expand, contract and even resists termite infiltration Fire Safe... WeatherSideTM fiber cement siding meets or exceeds UL approved non-combustible testing (ASTM E136 & UL 723) Also Great For New Construction... Proven Technology... WeatherSideTM fiber cement siding is fire proof, durable and resistant to freeze -thaw conditions Fast installation... http://www.gaf-weatherside.com/?gclid=CKjZnY3Pk6ICFQz_iAodDyszjg 6/9/2010 Fiber Cement Siding - GAF WeatherSide Page 2 of 2 Accessories WeatherSide Warranty WeatherSide MSDS Sheet Unlike some other fiber cement siding products, WeatherSide TM does not require caulking at every joint Classic Look... Distinctive beauty unavailable in other siding products Pre -Primed... Comes with a flat white primed surface, ready for painting Peace of Mind... Backed by a 25 -year ltd. warranty Interested in distributing this product? Contact our office at: gafweatherside@yahoo.com GAF Premium Products Inc. • 440 Katherine Rd • Wind Gap, PA • 18091 • 610-863-4101 x.229 • gafweatherside@yahoo.com GAF-Weatherside.com is fully owned and operated GAF Materials Corporation Click Here for Resources & Information for Handling Old Siding s, a http://www.gaf-weatherside.com/?gclid=CKjZnY3Pk6ICFQz_iAodDyszjg 6/9/2010 ITS Directory of Listed Products WALL ASSEMBLIES JAMES HARDIE BUILDING PRODUCTS, INC. - Mission Viejo, CA USA V General Information GENERAL INFORMATION APPLICABLE TO ALL DESIGNS Page 1 of 10 1. The following 60 minute rated wall assembly designs cover the use of fiber -cement board and plank products produce James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 909-356-6300 James Hardie Building Products, Inc. 820 Sparks Drive Cleburne, TX 76031 817-556-9990 James Hardie Building Products, Inc. 809 Woodrow Wilson Road Plant City, FL 33566 813-754-2000 James Hardie Building Products, Inc. 18200 - 50th Avenue East Tacoma, WA 98446 253-847-8700 James Hardie Building Products, Inc. 17 Unytite Drive Peru, IL 61354 815-220-3000 James Hardie Building Products, Inc. 2425 Highway 77 North Waxahachie, TX 75165 972-923-5300 James Hardie Building Products, Inc. 318 June Avenue PO Box 99 Blandon, PA 19510 610-926-5533 James Hardie Building Products, Inc. 3000 Waltham Way Sparks, NV 89434 775-355-3001 James Hardie & Coy Pty Limited New South Wales Branch 10 Colquhoun Street Rosehill, NSW 2142 Australia PO Box 70 Parramatta, NSW 2142 Australia 011-612-9638-9222 James Hardie & Coy Pty Limited Queensland Branch 46 Randle Road Meeandah, QLD 4008 Australia PO Box 188 Hamilton Center, QLD 4007 Australia 011-617-3248-3248 James Hardie & Coy Pty Limited New Zealand Branch 50 O'Rourke Road Penrose, Auckland, New Zealand PO Box 12070 James Hardie Fibrocementos Ltds Los Boldos 620 Parque Industrial Vallegrande, Lampa, Santiago, Chile 011-652-738-5131 http://etlwhidirectory.etlsemko.com/WebClients/ITS/DLP/products.nsf/a8672a137605af8d8... 6/9/2010 ITS Directory of Listed Products Penrose, New Zealand 011-649-579-9919 Page 2 of 10 2. The fibre -cement board and plank products included in the Listing are certified in Accordance with the following standards: ASTM The James Hardie Building Products siding and soffit products: Hardiplank® lapsiding, HardiflexTM panel, Hardipanel® siding, Harditex® baseboard, Hardisoffit® panel, Hardishingle® cladding shingles, Hardishingle® notched panel, and Hardipanel® shiplap, comply with ASTM - C 1186, Standard Specification for Grade II, Type A, Non Asbestos Fire -Cement Flat Sheets. The James Hardie Building Products siding and soffit products: Harditrimr® XLD® board complies with ASTM -C1186, Standard Specification for Grade I, Type A, Non -Asbestos Fire - Cement Flat Sheets. The James Hardie Building Products lining board and underlayment products: Titan® panel, Hardibacker® backerboard, Hardibacker® underlayment, and Titan® -FR panel, comply with ASTM -C1288, Standard Specification for Grade II Discrete Non -Asbestos Fiber -Cement Interior Substrate Sheets, and with ANSI -A118.9 as cementitious backer units. The James Hardie Building Products lining board and underlayment product, Hardibacker 500'I backerboard, complies with ASTM -C1288, Standard Specification for Grade II Discrete Non - Asbestos Fiber -Cement Interior Substrate Sheets, and with ANSI -A118.9 as cementitious backer units. The James Hardie Building Products siding and soffit products: Hardiplank® lapsiding, HardiflexTM panel, Hardipanel® siding, Harditex® baseboard, Hardisoffit® panel, HardishingleTM cladding shingles, HardishingleTM notched panel, Hardipanell shiplap, and Hadibacker® 1/4" underlayment, comply with ASTM -E84, Standard Test Method for Surface Burning Characteristics of Building Materials. Their ratings are as follows: FSI = 0, SDI = 5. The James Hardie Building Products siding and soffit product: Harditrim® XLD® board, complies with ASTM -E84, Standard Test Method for Surface Burning Characteristics of Building Materials. Its ratings are as follows: FSI = 0, SDI = 0. The James Hardie Building Products siding and soffit products: Hardiplank® lapsiding, HardiflexTM panel, Hardipanel® siding, Harditex® baseboard, Hardisoffit® panel, HardishingleTM cladding shingles, HardishingleTM notched panel, Hardipanel® shiplap, and Hardibacker® 1/4" underlayment, comply with ASTM -E136, Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C. ISO The James Hardie Building Products siding and soffit products: Hardiplank® lap siding, HardiflexTM panel, Hardipanel® siding, Harditex® baseboard, Hardisoffit® panel, Hardishingle® cladding shingles, Hardishingle® notched panel, and Hardipanel® shiplap conform to the requirements of ISO -8336 Fibre -cement flat sheets, for classification as Category 3, Type A. The James Hardie Building Products exterior cladding product, Harditrim® XLD® board, conforms to the requirements of ISO -8336 for classification as Category 2, Type A. The James Hardie Building Products interior lining product, Hardibacker® (Hardibacker 250®) underlayment, conforms to the requirements of ISO -8336 for classification as Category 3, Type B. The James Hardie Building Products interior lining product, Hardibacker 500® backerboard, http://et1whidirectory.etlsemko.com/WebClients/ITS/DLP/products.nsf/a8672a137605af8d8... 6/9/2010 ITS Directory of Listed Products Page 3 of 10 Ilconforms to the requirements of ISO -8336 for classification as Category 2, Type B. EN The James Hardie Building Products siding and soffit products: Hardiplank® lap siding, HardiflexTM panel, Hardipanel® siding, Harditex® baseboard, Hardisoffit® panel, Hardishingle® cladding shingles, Hardishingle® notched panel, and Hardipanel® shiplap, conform to the requirements of EN -12467, Fibre -cement flat sheet — Product specifications and test methods, for classification as Category A, Class 2. The James Hardie Building Products exterior cladding product, Harditrim® XLD® board, conforms to the requirements of EN -12467, Fibre -cement flat sheet — Product specifications and test methods, for classification as Category A, Class 1. The James Hardie Building Products interior lining product, Hardibacker® (Hardibacker 250®) underlayment, conforms to the requirements of EN -12467, Fibre -cement flat sheet — Product specifications and test methods, for classification as Category C, Class 3. The James Hardie Building Products interior lining product, Hardibacker 500® backerboard, conforms to the requirements of EN -12467, Fibre -cement flat sheet — Product specifications and test methods, for classification as Category C, Class 3. CAN/CGSB The James Hardie Building Products siding products: Hardiplank® lap siding, HardishingleTM cladding shingles, and HardishingleTM notched panel, conform to the physical properties requirements of CAN/CGSB-34.4 Siding Asbestos -Cement, Shingles and Clapboards except that Hardiplank lap siding comes in 144" & 168" lengths with varying widths from 5-1/4" to 12" "; HardishingleTM cladding shingle come in lengths of 18" and widths of 6", 8", 12"; and HardishingleTM notched panels come in lengths of 16", 19" and a width of 48". The James Hardie Building Products siding product, Hardipanel® siding, conforms to the physical properties requirements of CAN/CGSB-34.17 Sheets, Asbestos -Cement, Flat, Semicompressed except that density is 1320 kg/m3. CAN/ULC-5102 The James Hardie Building Products siding and soffit products: Hardiplank® lap siding, HardiflexTM panel, Hardipanel® siding, Harditex® baseboard, Hardisoffit® panel, Hardishingle® cladding shingles, Hardishingle® notched panel, Hardipanel® shiplap, Hardibacker® 1/4" underlayment, comply with CAN/ULC-S102, Method Of Test For Surface Burning Characteristics Of Building Materials And Assemblies. Their ratings are as follows: FSI = 0, SDI =0. CAN/ULC-5114 The James Hardie Building Products siding and soffit products: Hardiplank® lapsiding, HardiflexTM panel, Hardipanel® siding, Harditex® baseboard, Hardisoffit® panel, Hardishingle® cladding shingles, Hardishingle® notched panel, Hardipanel® shiplap, and Hardibacker ® 1/4" underlayment, comply with CAN/ULC-S114, Standard Method of Test for Determination of Non - Combustibility in Building Materials. 3. Wall Insulation: Where no insulation is shown in the design, fiberglass batt insulation may be added. 4. Gypsum Wallboard/Sheathing Installation: Unless otherwise specified, gypsum wallboard shall comply with CAN/CSA-A82.27 or ASTM -C36, and gypsum sheathing shall comply with CAN/CSA- A82.27 or ASTM -C79. When gypsum wallboard/sheathing is oriented vertically, edge joints shall be http://etlwhidirectory.etlsemko.coin/WebClients/ITS/DLP/products.nsf/a8672a137605af8d8... 6/9/2010 ITS Directory of Listed Products Page 4 of 10 centered on wall studs. Screws shall be spaced minimum 3/8" from board edges. Screws at top and bottom channels shall be spaced 2" from vertical edges in corners. Gypsum wallboard face layer joints shall be taped and filled with minimum 2 coats of joint compound. Screw heads shall be filled with joint compound or finishing compound. 5. Fibre -cement Board Panels: The Designs indicate the minimum product thickness. Thicker products of the same type may be used. Fastener length shall be increased proportionately when thicker products are used. Ceramic tile may be installed over interior fibre -cement board products. When non -tiled fibre - cement board panels are fastened directly to framing members, joints shall be taped and filled with minimum 2 coats of gypsum joint compound. Screw heads shall be filled with gypsum joint compound or finishing compound. When tiled fibre -cement board panels are fastened directly to framing members, the joints in cement board panels shall be bedded and taped with standard latex -modified thinset mortar and glass fiber mesh joint tape. Ceramic tile shall be bonded with standard latex -modified thinset mortar. 'DESIGN NO. JH/WA 60-01 DESIGN NO. JH/WA 60-01 NON -LOAD-BEARING WALL ASSEMBLY 1. Steel Studs: Minimum 3-5/8" depth 20 gauge (0.0359") galvanized steel studs, spaced 24" oc maximum. 2. Gypsum Wallboard, Side A: 5/8" Type X gypsum wallboard, oriented vertically and fastened with 1-1/4" Type S drywall screws, spaced 8" oc at board edges, and 12" oc in field areas of boards. Gypsum Sheathing, Side B: 1/2" Type X or 5/8" Type X gypsum sheathing, oriented vertically with edge joints staggered from those of Side A, fastened with 1-1/4" Type S drywall screws spaced 24" oc. 3. Fibre -cement Facing, Side B: Minimum 1/4" Titan® (tapered edge) panel, Hardibacker® (square edge) backerboard, Hardipanel vertical siding, or Harditex® baseboard applied vertically, with vertical edges staggered 24" from those of gypsum sheathing substrate. Panel, backerboard, or baseboard is fastened through gypsum sheathing to framing members with minimum 1-5/8" long by 0.323" HD self -drilling ribbed buglehead (or waferhead) screws, located a maximum 8" oc. 'DESIGN NO. JH/WA 60-02 DESIGN NO. JH/WA 60-02 NON -SYMMETRICAL, NON -LOAD-BEARING WALL ASSEMBLY http://etlwhidirectory.etlsemko.com/WebClients/ITS/DLP/products.nsf/a8672a137605af8d8... 6/9/2010 ITS Directory of Listed Products 0 SIDE A SIDE B 0 Page 5 of 10 1. Steel Studs: Minimum 3-5/8" depth, 25 gauge galvanized steel studs, spaced 16" oc. 2. Insulation: Stud cavities insulated with 3" thickness of 3 pcf mineral fiber batt insulation (rockwool), complying with ASTM -C665, Type I. 3. Gypsum Wallboard, Side A: 5/8" Type X gypsum wallboard installed horizontally or vertically and fastened with minimum 1" Type S drywall screws, 8" oc along floor and ceiling runners and 12" oc at intermediate studs. Joints in wallboard to be taped and filled. 4. Fibre -cement Board, Side B: 7/16" Titan® panel, Harditex® baseboard, or Hardibacker® backerboard, applied vertically with vertical edges staggered 16" and fastened with 1" long No. 8 by 0.323" HD self -drilling ribbed buglehead or equivalent furring screws, 8" oc along floor and ceiling runners and intermediate studs. Joints finished with glass fiber mesh tape and standard latex - modified thickset mortar. Titano panel and Hardibacker® backerboard may be faced with ceramic tile. "DESIGN NO. JH/WA 60-03 DESIGN NO. JH/WA 60-03 NON -SYMMETRICAL, LIMITED LOAD-BEARING WALL ASSEMBLY MAXIMUM LOAD - LESSER OF 800 LBS./STUD OR 31% OF FULL DESIGN LOAD 2. 4. SIDE A C3 SIDE B Wood Studs: Nominal 2" by 4" solid sawn wood studs located 16" oc. With two top plates and a single bottom plate. Insulation: Minimum 3" thickness, 3 pcf mineral fiber batt insulation, conforming to ASTM -C665 Type I, friction fit in joist cavities. Gypsum Wallboard, Side A: 5/8" Type X gypsum wallboard, oriented vertically and fastened with 1-7/8" Type S drywall screws, spaced 7" oc along board perimeter and in field areas of boards. Wallboard joints are staggered from those of opposite side of wall. Exposed gypsum wallboard joints shall be taped and filled. Exterior Siding, Side B: 7/16" Titan® panel or Hardibacker® backerboard, oriented vertically and http://etlwhidirectory.etlsemko.com/WebClients/ITS/DLP/products.nsf/a8672a137605af8d8... 6/9/2010 ITS Directory of Listed Products Page 6 of 10 fastened with 1-1/2" No. 11 gauge roofing nails at 6" oc along joints and perimeter, and in field of boards. The fiber -cement board is covered with standard grade ceramic tile, nominal 1/4" thick. iv DESIGN NO. JH/WA 60-04 DESIGN NO. JH/WA 60-04 NON -SYMMETRICAL LOAD-BEARING WALL ASSEMBLY FULL DESIGN LOAD 1. Wood Studs: Nominal 2" by 4" solid sawn wood studs located 24" oc, with two top plates and a single bottom plate. 2. Insulation (Optional, Not Shown): R13 glass fiber batt insulation. r-3-./ Gypsum Wallboard, Side A: 5/8" Type X gypsum wallboard, oriented vertically and fastened with 1-3/4" cup -head gypsum nails, spaced 7" oc at board edges and in field areas, or 1-1/2" Type S drywall screws, spaced 8" oc at board edges and in field areas of boards. Gypsum Sheathing, Side B: 1/2" Type X or 5/8" Type X gypsum sheathing fastened with 1-3/4" long roofing nails spaced 7" oc. Sheathing edge joints shall be staggered from those on opposite sides of the wall. 4. Fibre -cement Exterior Siding: 5/16" thick Hardiplank® lapsiding, applied horizontally with a 1- 1/4" headlap and fastened with a single 6d corrosion resistant common nail driven through the lapped planks at each stud location. 1. DESIGN NO. JH/WA 60-05 DESIGN NO. JH/WA 60-05 SYMMETRICAL/NON-LOAD-BEARING WALL ASSEMBLY Steel Studs: Minimum 3-5/8" depth, 20 gauge (0.0359") galvanized steel studs, spaced 24" oc maximum, with corresponding top and bottom tracks. NIGypsum Wallboard/Sheathing (Base Layer): 1/2" Type X gypsum wallboard or gypsum http://etlwhidirectory.etlsemko.com/WebClients/ITS/DLP/products.nsf/a8672a137605af8d8... 6/9/2010 ITS Directory of Listed Products 3. Page 7of10 sheathing for exterior wall applications, applied horizontally or vertically and fastened with minimum 1" Type S drywall screws, located 24" on floor and ceiling runners and intermediate studs. Base layer wallboard joints staggered 24" from those of base layer on opposite side of studs. Fibre -cement Board (Face Layer): 1/4" thick Titan® panel or Hardibacker® backerboard (for interior wall application), or Harditex® baseboard (for exterior wall applications), applied horizontally or vertically over gypsum wallboard and fastened with 1-5/8" long by 0.323" HDC -drill screws, located 8" oc on floor and ceiling runners and intermediate studs. Face layer panel joints staggered from those of base layer by 24". Face layer joints taped with joint tape and 2 layers of gypsum joint compound. Screw heads filled with gypsum joint compound. "DESIGN NO. JH/WA 60-06 DESIGN NO. JH/WA 60-06 SYMMETRICAL, NON -LOAD-BEARING WALL ASSEMBLY 1. Steel Studs: Minimum 3-5/8" depth 20 gauge (0.0359") galvanized steel studs, spaced 24" oc. 2. Composite Gypsum/Fibre-cement Board: Both sides of wall are faced with one layer of 5/8" Titan® -FR panel. Boards are oriented either horizontally or vertically. Panel joints are offset by 24" from those on opposite side of wall. Panels are fastened with minimum 1" Type S drywall screws, spaced 12" oc. "DESIGN NO. JH/WA 60-07 DESIGN NO. JH/WA 60-07 NON -SYMMETRICAL, NON -LOAD-BEARING WALL ASSEMBLY 3. Steel Studs: Minimum 3-5/8" depth, 25 gauge galvanized steel studs, spaced 16" oc. Insulation: Minimum 3" thickness, 3 pcf mineral fiber batt insulation (rockwool), conforming to ASTM -C665 Type I, friction fit in joist cavities. Gypsum Wallboard, Side A: 5/8" Type X gypsum wallboard installed horizontally or vertically and fastened with minimum 1-1/4" Type S drywall screws, 8" oc at board perimeter and in field http://etlwhidirectory.etlsemko.com/WebClients/ITS/DLP/products.nsf/a8672a137605af8d8... 6/9/2010 ITS Directory of Listed Products [J areas of boards. 4. Page 8 of 10 Fibre -cement Board, Side B: 13/32" Hardibacker 500® backerboard, applied horizontally or vertically and fastened with minimum 1" long No. 8 by 0.323" HD ribbed furring screws, located 8" oc along board perimeter and in field areas of boards. Ceramic Tile: Nominal 4" by 4" by 1/4" standard grade ceramic wall tile. '1'DESIGN NO. JH/WA 60-08 DESIGN NO. JH/WA 60-08 NON -SYMMETRICAL, LIMITED NON -LOAD-BEARING WALL ASSEMBLY MAXIMUM LOAD - 34.6% OF FULL DESIGN LOAD SIDE A ljlfM/ENNNEIEEIVII SIDE B 1. Wood Studs: Nominal 2" by 4" solid sawn wood studs located 16" oc. With two top plates and a single bottom plate. 2. Insulation: Minimum 3" thickness, 3 pcf mineral fiber batt insulation (rockwool), conforming to ASTM -C665 Type I, friction fit in joist cavities. 3. Gypsum Wallboard, Side A: 5/8" Type X gypsum wallboard installed horizontally or vertically and fastened with minimum 1-7/8" long cup -head gypsum board nails or equivalent Type W screws, 8" oc at board perimeter and in field areas of boards. 4. Fibre -cement Board, Side B: 13/32" Hardibacker 500® backerboard, applied horizontally or vertically and fastened with 1-1/2" long by 0.375" HD corrosion resistant roofing nails, located 8" oc along board perimeter and in field areas of boards. FCeramic Tile: Nominal 4" by 4" by 1/4" standard grade ceramic wall tile. 'DESIGN NO. JH/WA 60-09 DESIGN NO. JH/WA 60-09 NON -SYMMETRICAL LOAD-BEARING WALL ASSEMBLY; FULL DESIGN LOAD ME zsicy q,mts_as.isgusT.v SIDE 8 11 http://etlwhidirectory.etlsemko.com/WebClients/ITS/DLP/products.nsf/a8672a137605af8d8... 6/9/2010 ITS Directory of Listed Products 1. Page 9 of 10 Wood Studs: Nominal 2" by 4" solid sawn wood studs located 16" oc, with two top plates and a _ 2. ----o - - Insulation (Optional): Glass fiber batt insulation, conforming to CSA -A101 Glass Fiber Insulation minimum 0.6kg/m2. 3. Gypsum Wallboard, Side A: 5/8" Type X gypsum wallboard, oriented vertically and fastened with 1-3/4" cup -head gypsum nails, spaced 7" oc at board edges and in field areas, or 1-1/2" Type S drywall screws, spaced 8" oc at board edges and in field areas of boards. Gypsum Sheathing, Side B: 5/8" Type X gypsum sheathing fastened with 1-3/4" long roofing nails spaced 7" oc. Sheathing edge joints shall be staggered from those on opposite sides of the wall. 4. Fibre -cement Exterior Siding: 5/16" thick Hardipanel vertical siding applied as per manufacturer's installation instructions. DESIGN NO. JH/WA 60-10 DESIGN NO. JH/WA 60-10 NON -SYMMETRICAL LOAD-BEARING WALL ASSEMBLY; FULL DESIGN LOAD SIDE A v.ilzps88aIRSIS8111% © SIDE B 1. Wood Studs: Nominal 2" by 4" solid sawn wood studs located 24" oc, with two top plates and a 2. ----c-- r----- - Insulation (Required): Glass fiber batt insulation, conforming to CSA -A101 Glass Fiber Insulation minimum 0.6kg/m2. 3. Gypsum Wallboard, Side A: 5/8" Type X gypsum wallboard, oriented vertically and fastened with 1-3/4" cup -head gypsum nails, spaced 7" oc at board edges and in field areas, or 1-1/2" Type S drywall screws, spaced 8" oc at board edges and in field areas of boards. Gypsum Sheathing, Side B: 5/8" Type X gypsum sheathing fastened with 1-3/4" long roofing nails spaced 7" oc. Sheathing edge joints shall be staggered from those on opposite sides of the wall. 4. Fibre -cement Exterior Siding: 5/16" thick Hardipanel vertical siding applied as per manufacturer's installation instructions. Evaluated to the following... Design listings are based on, and supported by, proprietary test reports. The test reports further define proprietary design details which make these listings applicable only to the specified products manufactured by the listed manufacturer. Unless otherwise noted, the assemblies in this section have been evaluated for conformance to the following standards: http://etlwhidirectory.etlsemko.com/WebClients/ITS/DLP/products.nsf/a8672a137605af8d8... 6/9/2010 ITS Directory of Listed Products Page l0 of 10 ASTM -E119, Standard Methods of Fire Tests of Building Construction and Materials. CAN/ULC-S101, Standard Methods of Fire Endurance Tests of Building Construction and Materials. NFPA-251, Fire Tests of Building Construction and Materials. UBC -7-1-94, Uniform Building Code Standard. UL -263, Fire Tests of Building Construction and Materials. Designs listed are minimum construction requirements to achieve fire rating. Unless otherwise noted, fire ratings apply to tests conducted on both sides. NOTE: Design No. 408 is not used in this edition. http://etlwhidirectory.etlsemko.com/WebClients/ITS/DLP/products.nsf/a8672a137605af8d8... 6/9/2010 wall beyond the segment of footing that extends to the lowest framed floor shall be spliced by extending the upper top plate a minimum of 4 feet (1219 mm) along the foundation. Anchor bolts shall be located a maxi- mum of 1 foot and 3 feet (305 and 914 mm) from the step in the foundation. 3. Where cripple walls occur between the top of the foundation and the lowest floor framing, the bracing requirements for a story shall apply. 4. Where only the bottom of the foundation is stepped and the lowest floor framing rests directly on a sill bolted to the foundations, the requirements of Section R602.11.1 shall apply. SECTION R603 STEEL WALL FRAMING R603.1 General. Elements shall be straight and free of any defects that would significantly affect structural performance. Cold -formed steel wall framing members shall comply with the requirements of this section. R603.1.1 Applicability limits. The provisions of this section shall control the construction of exterior steel wall framing and interior load-bearing steel wall framing for buildings not more than 60 feet (18 288 mm) long perpendicular to the joist or truss span, not more than 40 feet (12 192 mm) wide parallel to the joist or truss span, and not more than two stories in height. All exterior walls installed in accordance with the pro- visions of this section shall be considered as load-bearing walls. Steel walls constructed in accordance with the provi- sions of this section shall be limited to sites subjected to a maximum design wind speed of 110 miles per hour (49 m/s) Exposure A, B or C and a maximum ground snow load of 70 psf (3.35 kPa). WALL CONSTRUCTION R603.1.2 In-line framing. Load-bearing steel studs con- structed in accordance with Section R603 shall be located directly in-line with joists, trusses and rafters with a maxi- mum tolerance of 3/4 inch (19.1 mm) between their center lines. Interior load-bearing steel stud walls shall be supported on foundations or shall be located directly above load-bear- ing walls with a maximum tolerance of 3/4 inch (19 mm) between the centerline of the studs. R603.2 Structural framing. Load-bearing steel wall framing members shall comply with Figure R603.2(1) and with the dimensional and minimum thickness requirements specified in Tables R603.2(1) and R603.2(2). Tracks shall comply with Fig- ure R603.2(2) and shall have a minimum flange width of 11/, inches (32 mm). The maximum inside bend radius for members shall be the greater of 3/32 inch (2.4 mm) or twice the uncoated steel thickness. Holes in wall studs and other structural members shall comply with all of the following conditions: 1. Holes shall conform to Figure R603.2(3); 2. Holes shall be permitted only along the centerline of the web of the framing member; 3. Holes shall have a center -to -center spacing of not less than 24 inches (610 mm); 4. Holes shall have a width not greater than 0.5 times the member depth, or 11/2 inches (38.1 mm); 5. Holes shall have a length not exceeding 41/2 inches (114 mm); and 6. Holes shall have a minimum distance between the edge of the bearing surface and the edge of the hole of not less than 10 inches (254 mm). Framing members with web holes violating the above require- ments shall be patched in accordance with Section R603.3.5 or designed in accordance with accepted engineering practices. TABLE R603.2(1) D -BEARING COLD -FORMED STEEL STUD SIZES MEMBER DESIGNATION' WEB DEPTH (inches) MINIMUM FLANGE WIDTH (inches) MAXIMUM FLANGE WIDTH (inches) MINIMUM LIP SIZE (inches) 350S1624 5505 162-t 3.5 1.625 2 0.5 5.5 1.625 2 0.5 For SI: 1 inch = 25.4 mm; I mil = 0.0254 mm. a. The member designation is defined by the first number representing the member depth in hundredths of an inch "S" representing a stud or joist member, the second number representing the flange width in hundredths of an inch, and the letter "t" shall be a number representing the minimum base metal thickness in mils [See Table R603.2(2)]. TABLE R603.2(2) NIMUM THICKNESS OF COLD -FORMED STEEL STUDS DESIGNATION (mils) MINIMUM UNCOATED THICKNESS (inches) REFERENCE GAGE NUMBER 33 0.033 20 43 0.043 18 54 0.054 16 68 0.068 14 For SI: 1 inch = 25.4 mm, 1 mil = 0.0254 tnm. 2006 INTERNATIONAL RESIDENTIAL CODE® 143 WALL CONSTRUCTION WEB FLANGE DEPTH OF WEB (OUTSIDE TO OUTSIDE) FIGURE R603.2(1) C -SECTION LIP R603.2.1 Material. Load-bearing steel framing members shall be cold -formed to shape from structural quality sheet steel complying with the requirements of one of the follow- ing: 1. ASTM A 653: Grades 33, 37, 40 and 50 (Class 1 and 3). 2. ASTM A 792: Grades 33, 37, 40 and 50A. 3. ASTM A 875: Grades 33, 37, 40 and 50 (Class 1 and 3). 4. ASTM A 1003: Grades 33, 37, 40 and 50. R603.2.2 Identification. Load-bearing steel framing mem- bers shall have a legible label, stencil, stamp or embossment with the following information as a minimum: 1. Manufacturer's identification. 2. Minimum uncoated steel thickness in inches (mm). 3. Minimum coating designation. 4. Minimum yield strength, in kips per square inch (ksi) (kN). R603.2.3 Corrosion protection. Load-bearing steel fram- ing shall have a metallic coating complying with one of the following: 1. A minimum of G 60 in accordance with ASTM A 653. 2. A minimum of AZ 50 in accordance with ASTM A 792. 3. A minimum of GF 60 in accordance with ASTM A 875. R603.2.4 Fastening requirements. Screws for steel -to -steel connections shall be installed with a minimum edge distance WEB FLANGE SIZE OF TRACK (INSIDE TO INSIDE) FIGURE R603.2(2) TRACK SECTION 4'/2" MAX. 10" MIN. 24" MIN. For SI: 1 inch = 25.4 mm. PENETRATION (HOLE, PUNCHOUT) 1'%' MAX. STUD & PUNCHOUT FIGURE R603.2(3) WEB HOLES and center -to -center spacing of '/Z inch (12.7 mm), shall be self -drilling tapping and shall conform to SAE J 78. Structural sheathing shall be attached to steel studs with minimum No. 8 self -drilling tapping screws that conform to SAE J 78. Screws for attaching structural sheathing to steel wall framing shall have a minimum head diameter of 0.292 inch (7.4 mm) with countersunk heads and shall be installed with a minimum edge distance of 3/8 inch (9.5 mm). Gypsum board shall be attached 144 2006 INTERNATIONAL RESIDENTIAL CODE® to steel wall framing with minimum No. 6 screws conforming to ASTM C 954 and shall be installed in accordance with Sec- tion R702. For all connections, screws shall extend through the steel a minimum of three exposed threads. All self -drilling tap- ping screws conforming to SAE J 78 shall have a Type II coat- ing in accordance with ASTM B 633. Where No. 8 screws are specified in a steel -to -steel con- nection the required number of screws in the connection is permitted to be reduced in accordance with the reduction factors in Table R603.2.4, when larger screws are used or when one of the sheets of steel being connected is thicker than 33 mils (0.84 mm). When applying the reduction factor the resulting number of screws shall be rounded up. TABLE R603.2.4 SCREW SUBSTITUTION FACTOR SCREW SIZE THINNEST CONNECTED STEEL SHEET (mils) 33 43 #8 1.0 0.67 #10 0.93 0.62 #12 0.86 0.56 For SI: 1 mil = 0.0254 mm. R603.3 Wall construction. All exterior steel framed walls and interior load-bearing steel framed walls shall be constructed in accordance with the provisions of this section and Figure R603.3. R603.3.1 Wall to foundation or floor connections. Steel framed walls shall be anchored to foundations or floors in accordance with Table R603.3.1 and Figure R603.3.1(1) or R603.3.1(2). R603.3.2 Load-bearing walls. Steel studs shall comply with Tables R603.3.2(2) through R603.3.2(21). The tabu- lated stud thickness for structural walls shall be used when the attic load is 10 psf (0.48 kPa) or less. When an attic stor- age load is greater than 10 psf (0.48 kPa) but less than or equal to 20 psf (0.96 kPa), the next higher snow load column value from Tables R603.3.2(2) through R603.3.2(21) shall be used to select the stud size. The tabulated stud thickness for structural walls supporting one floor, roof and ceiling shall be used when the second floor live load is 30 psf (1.44 kPa). When the second floor live load is greater than 30 psf (1.44 kPa) but less than or equal to 40 psf (1.92 kPa) the design value in the next higher snow load column from Tables R603.2(12) through R603.3.2(21) shall be used to select the stud size. Fastening requirements shall be in accordance with Section R603.2.4 and Table R603.3.2(1). Tracks shall have the same minimum thickness as the wall studs. Exterior walls with a minimum of 1/2 -inch (13 mm) gypsum board installed in accordance with Section R702 on the interior surface and wood structural panels of minimum 7/16 inch thick (11 mm) ori- ented -strand board or 15/32 -inch thick (12 mm) plywood installed in accordance with Table R603.3.2(1) on the outside surface shall be permitted to use the next thinner stud from Tables R603.3.2(2) through R603.3.2(13) but not less than 33 mils (0.84 mm). Interior load-bearing walls with a minimum 1/2 -inch (13 mm) gypsum board installed in accordance with Section R702 on both sides of the wall shall be permitted to use WALL CONSTRUCTION the next thinner stud from Tables R603.3.2(2) through R603.3.2(13) but not less than 33 mils (0.84 mm). R603.3.3 Stud bracing. The flanges of steel studs shall be laterally braced in accordance with one of the following: 1. Gypsum board installed with minimum No. 6 screws in accordance with Section R702 or structural sheath- ing installed in accordance with Table R603.3.2(1). 2. Horizontal steel strapping installed in accordance with Figure R603.3 at mid -height for 8 -foot (2438 mm) walls, and one-third points for 9 -foot and 10 -foot (2743 mm and 3048 mm) walls. Steel straps shall be at least 1.5 inches in width and 33 mils in thickness (38 mm by 0.84 mm). Straps shall be attached to the flanges of studs with at least one No. 8 screw. In-line blocking shall be installed between studs at the termi- nation of all straps. Straps shall be fastened to the blocking with at least two No. 8 screws. 3. Sheathing on one side and strapping on the other side. Sheathing shall be installed in accordance with Method #1 above. Steel straps shall be installed in accordance with Method #2 above. R603.3.4 Cutting and notching. Flanges and lips of steel studs and headers shall not be cut or notched. R603.3.5 Hole patching. Web holes violating the require- ments in Section R603.2 shall be designed in accordance with one of the following: 1. Framing members shall be replaced or designed in accordance with accepted engineering practices when web holes exceed the following size limits: 1.1. The depth of the hole, measured across the web, exceeds 70 percent of the flat width of the web; or 1.2. The length of the hole measured along the web exceeds 10 inches (254 mm) or the depth of the web, whichever is greater. 2. Web holes not exceeding the dimensional require- ments in R603.3.5(1) shall be patched with a solid steel plate, stud section, or track section in accordance with Figure R603.3.5. The steel patch shall be as a minimum the same thickness as the receiving mem- ber and shall extend at least 1 inch (25 mm) beyond all edges of the hole. The steel patch shall be fastened to the web of the receiving member with No. 8 screws spaced no more than 1 inch (25 mm) center -to -center along the edges of the patch with a minimum edge dis- tance of inch (13 mm). R603.3.6 Splicing. Steel studs and other structural mem- bers shall not be spliced. Tracks shall be spliced in accor- dance with Figure R603.3.6. R603.4 Corner framing. Corner studs and the top tracks shall be installed in accordance with Figure R603.4. R603.5 Exterior wall covering. The method of attachment of exterior wall covering materials to cold -formed steel stud wall framing shall conform to the manufacturer's installation instructions. 2006 INTERNATIONAL RESIDENTIAL CODE® 145 1 1 WALL CONSTRUCTION WALL FRAMING 24 IN. O.C. MAX. IN-LINE FRAMING HEADER STRUCTURAL SHEATHING CORNER FRAMING For SI: 1 inch = 25.4 min. IN-LINE FRAMING BLOCKING TRACK FOUNDATION ANCHOR STRUCTURAL SHEATHING INTERIOR HORIZONTAL STUD BRACING (OR 1/2 IN. GYPSUM BOARD) FIGURE R603.3 STEEL WALL CONSTRUCTION TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS',b'° FRAMING CONDITION BASIC WIND SPEED (mph) AND EXPOSURE 85 A/B or Seismic Design Categories A, B and C 85 C or less than 110 AIB Less than 110 C Wall bottom track to floor joist or track 1 -No. 8 screw at 12" o.c. 1 -No. 8 screw at 12"o.c. 2 -No. 8 screw at 12" o.c. Wall bottom track to wood sill per Figure R603.3.1(2) Steel plate spaced at 4' o.c., with 4 -No. 8 screws and 4-10d or 6-8d common nails Steel plate spaced at 3' o.c., with 4 -No. 8 screws and 4-10d or 6-8d common nails Steel plate spaced at 2' o.c., with 4 -No. 8 screws and 4-IOd or 6-8d common nails Wall bottom track to foundation per Figure R603.3.1(1) 1/2' minimum diameter anchor bolt at 6' o.c. 1/2" minimum diameter anchor bolt at 6' o.c. 1/2" minimum diameter anchor bolt at 4' o.c. Wind uplift connector capacity for 16 -inch stud spacingc N/R N/R 65 lb Wind uplift connector capacity for 24 -inch stud spacingc N/R N/R 1001b For SI: 1 inch = 25.4 mm, 1 foot = 304.8 min, 1 mile per hour = 0.447 m/s, 1 pound = 4.4 N. a. Anchor bolts shall be located not more than 12 inches from corners or the termination of bottom tracks (e.g., at door openings or corners). Bolts shall extend a mini- mum of 7 inches into concrete or masonry. b. All screw sizes shown are minimum. c. N/R = uplift connector not required. Uplift connectors are in addition to other connection requirements and shall be applied in accordance with Section R603.8. 146 2006 INTERNATIONAL RESIDENTIAL CODE® 4 SCREWS IN EACH FLANGE STUD BLOCKING INSIDE WALL TRACK (MIN. THICKNESS AS WALL STUD) TRACK FOUNDATION For SI: 1 inch = 25.4 rnm. WALL STUD 6 IN. MIN. SCREWS AT EACH FLANGE ANCHOR BOLT FIGURE R603.3.1(1) WALL TO FOUNDATION CONNECTION WALL STUD SCREW AT EACH FLANGE WALL CONSTRUCTION TRACK FOUNDATION For SI: 1 inch = 25.4 mm. 3 IN. x 4 IN. x 33 MIL PLATE (MIN.) 4SCREWS 4-10d OR 6-8d COMMON ANCHOR BOLT THROUGH WOOD SILL FIGURE R603.3.1(2) WALL TO WOOD SILL CONNECTION 2006 INTERNATIONAL RESIDENTIAL CODE® 147 1 WALL CONSTRUCTION TABLE R603.3.2(1) WALL FASTENING SCHEDULEa DESCRIPTION OF BUILDING ELEMENT NUMBER AND SIZE OF FASTENERSa SPACING OF FASTENERS Floor joist to track of load-bearing wall 2 -No. 8 screws Each joist Wall stud to top or bottom track 2 -No. 8 screws Each end of stud, one per flange Structural sheathing to wall studs No. 8 screws 6" o.c. on edges and 12" o.c. at intermediate supports Roof framing to wall Approved design or tie down in accordance with Section R802.11 For SI: 1 inch = 25.4 mm. a. All screw sizes shown are minimum. SCREWS 1 IN. O.C. (TYP.) For SI: 1 inch = 25.4 mm. FIGURE R603.3.5 HOLE PATCH SOLID STEEL PLATE, C -SECTION OR TRACK MINIMUM THICKNESS AS STUD R603.6 Headers. Headers shall be installed above wall open- ings in all exterior walls and interior load-bearing walls in accordance with Figure R603.6 and Tables R603.6(1) through R603.6(8), or shall be designed in accordance with the AISI Standard for Cold -formed Steel Framing—Header Design (COFS/Header Design). R603.6.1 Jack and king studs, and head track. The num- ber of jack and king studs shall comply with Table R603.6(9). King and jack studs shall be of the same dimen- sion and thickness as the adjacent wall studs. Headers con- structed of C -shape framing members shall be connected to king studs in accordance with Table R603.6.(10). One-half the total number of screws shall be applied to the header and one-half to the king stud by use of a minimum 2 -inch by 2 -inch (51 mm by 51 mm) clip angle or 4 -inch -wide (102 mm) steel plate. The clip angle or plate shall extend the depth of the header minus 1/2 inch (13 mm) and shall have a minimum thickness of the header members or the wall studs, whichever is thicker. Head track spans shall comply with Table R603.6(11) and shall be in accordance with Figures R603.3 and R603.6. Increasing the head track tabular value shall not be prohibited when in accordance with one of the following: 1. For openings less than 4 feet (1219 mm) in height that have a top and bottom head track, multiply the tabular value by 1.75; or 2. For openings less than 6 feet (1829 mm) in height that have a top and bottom head track, multiply the tabular value by 1.50. R603.7 Structural sheathing. In areas where the basic wind speed is less than 110 miles per hour (49 m/s), wood structural panel sheathing shall be installed on all exterior walls of build- ings in accordance with this section. Wood structural panel sheathing shall consist of minimum 7/16 -inch -thick (11 mm) oriented -strand board or 15/32 -inch -thick (12 mm) plywood and shall be installed on all exterior wall surfaces in accordance with Section R603.7.1 and Figure R603.3. The minimum length of full height sheathing on exterior walls shall be deter- mined in accordance with Table R603.7, but shall not be less than 20 percent of the braced wall length in any case. The mini- mum percentage of full height sheathing in Table R603.7 shall include only those sheathed wall sections, uninterrupted by openings, which are a minimum of 48 inches (1120 mm) wide. The minimum percentage of full -height structural sheathing shall be multiplied by 1.10 for 9 -foot -high (2743 mm) walls and multiplied by 1.20 for 10 -foot -high (3048 mm) walls. In addition, structural sheathing shall: 1. Be installed with the long dimension parallel to the stud framing and shall cover the full vertical height of studs, from the bottom of the bottom track to the top of the top track of each story. 2. Be applied to each end (corners) of each of the exterior walls with a minimum 48 -inch -wide (1219 mm) panel. R603.7.1 Structural sheathing fastening. All edges and interior areas of wood structural panel sheathing shall be fastened to a framing member and tracks in accordance with Table R603.3.2(1). R603.7.2 Hold-down requirements. Multiplying the per- centage of structural sheathing required in Table R603.7 by 0.6 is permitted where a hold-down anchor with a capacity of 4,300 pounds (19 kN) is provided at each end of exterior walls. Installations of a single hold-down anchor at wall cor- ners is permitted. 148 2006 INTERNATIONAL RESIDENTIAL CODE® For SI: 1 inch = 25.4 mm. 6 IN. MIN. STUD SECTION INSIDE TRACK FIGURE R603.3.6 TRACK SPLICE 4 SCREWS ON EACH SIDE OF SPLICE 4 SCREWS AT LAPPED TRACK WALL CONSTRUCTION SCREWS AT 24 IN. O.C. CONNECTING CORNER STUDS For SI: 1 inch = 25.4 FIGURE R603.4 CORNER FRAMING PLAN 2006 INTERNATIONAL RESIDENTIAL CODE® 149 WALL CONSTRUCTION TABLE R603.3.2(2) 24 -FOOT -WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL WIND SPEED MEMBER SIZE STUD SPACING (inches) MINIMUM STUD THICKNESS (mils) 8 -Foot Studs 9 -Foot Studs 10 -Foot Studs Exp. AIB Exp. C Ground Snow Load (psf) 20 30 50 70 20 30 50 70 20 30 50 70 85 mph — 3505162 16 33 33 33 33 33 33 33 33 33 33 33 33 24 33 33 33 33 33 33 33 33 33 33 33 43 5505162 16 33 33 33 33 33 33 33 33 33 33 33 33 24 33 33 33 33 33 33 33 33 33 33 33 33 90 mph 350S162 16 33 33 33 33 33 33 33 33 33 33 33 33 24 33 33 33 33 33 33 33 33 33 33 33 43 550S162 16 33 33 33 33 33 33 33 33 33 33 33 33 24 33 33 33 33 33 33 33 33 33 33 33 33 100 mph 85 mph 3505162 16 33 33 33 33 33 33 33 33 33 33 33 33 24 33 33 33 33 33 33 33 33 33 33 33 43 5505162 16 33 33 33 33 33 33 33 33 33 33 33 33 24 33 33 33 33 33 33 33 33 33 33 33 33 110 mph 90 mph 350S162 16 33 33 33 33 33 33 33 33 33 33 33 33 24 33 33 33 33 33 33 33 43 33 33 33 43 550S162 16 33 33 33 33 33 33 33 33 33 33 33 33 24 33 33 33 33 33 33 33 33 33 33 33 33 _ 100 mph 3505162 16 33 33 33 33 33 33 33 33 33 33 33 33 24 33 33 33 43 33 33 33 43 43 43 43 43 550S162 16 33 33 33 33 33 33 33 33 33 33 33 33 24 33 33 33 33 33 33 33 33 33 33 33 33 110 mph 350S162 16 33 33 33 33 33 33 33 33 33 33 33 33 24 33 33 33 43 43 43 43 43 54 54 54 54 5505162 16 33 33 33 33 33 33 33 33 33 33 33 33 24 33 33 33 33 33 33 33 33 33 33 33 33 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mil = 0.0254 mm, 1 mile per hour = 0.447 m/s, 1 pound per square foot = 0.0479 kPa, 1 ksi = 1000 psi = 6.895 MPa. a. Deflection criterion: L/240. b. Design load assumptions: Roof/ceiling dead load is 12 psf. Attic live load is 10 psf. c. Building width is in the direction of horizontal framing members supported by the wall studs. 150 2006 INTERNATIONAL RESIDENTIAL CODE® eft 5 6' cre,471c Fr -6 /4...3,-o / k Z E /9 1 »icy L./ f 4 /9e0•" --d 72 1 - /if -lc )970,(‘4 A J./11/9r/ • 4,--, i'sl li C Z) f /1".' t- ''.., ( /— iN) i _9e4'' P r , '' ) e b Ior-A,6:- ,- L5)21311 b v fl>sL 7/6 re"-fi 711 7/ 7co Site Plan Diagram East side of house V1111//..e. shrub shrub �/%//►I\��� 11J//,� shrub u_ shrub shrub � \111I/ i �himneyi�%//ii 7/►"\',Enclosure r� shrub %1/n 11\`x' shrub 1 Fence shared with neighbor on the east side of the property Enlargement of chimney enclosure which will be located on the side of the house Fan enclosure located at 15416 E 22nd Wood chimney located at 15201. E. 21st .......................;.. :,, a ��\w \\\\\\\\\\\\\ \\\\CCC: \\ �......,......... •., ,,.• •\\ �\ �\.;� \� \.\\\\\\ �\\ \\\\\\\\\\\\a\\\a\\\\\\\\\\\\\\\\\\\\\\\\\\ ate\\\\\\\\\ _ ; ;• n\`\1•\ \\ ' ' \\ \\\\\\\\\\\\\\\\ \\\\\\\\\\ \lam\\\\\\\\\\\\\\\\\\\VV Q\\ \ \ fi ;\':c::r,".>"»•^:::..::......,.,'.?:u;`.?.^;.?:^.?^F::^r:`•:•:ti.`•w•;}•;•. \ wx\,�•t`�SC�",y, ho.\: �N ti..,,� `}` \t 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 Sfaro• SPONist, ' LtLLo