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Permit D05-263 - HADZIHASONOVIC RESIDENCE - ADDITION AND DECK
HADZIHASONOVIC RESIDENCE 4240 S 148 ST D05.263 Cit y 6..Tukwila Department of Coinmunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: ci.tukwilama.us DEVELOPMENT PERMIT Parcel No.: 0040000795 Permit Number: Address: 4240 S 148 ST TUKW Issue Date: Suite No: Permit Expires On: Tenant: Name: HADZIHASONOVIC RESIDENCE Address: 4240 S 148 ST, TUKWILA WA Owner: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -263 0 '1 - 0 .05 n. 0$•ou Name: FEROE PAUL & MARLENE Phone: Address: 3506 NE 127TH ST, VANCOUVER WA Contact Person: Name: DON ATWOOD Phone: 206 - 935 -2712 Address: 5416 CALIFORNIA AV SW, SEATTLE WA Contractor: Name: OWNER AFFIDAVIT ON FILE Phone: Address: , Contractor License No: Expiration Date: DESCRIPTION OF WORK: RAISE EXISTING RESIDENCE AND CONSTRUCT NEW LOWER FLOOR AND ADD TWO LEVEL COVERED DECK. Value of Construction: $91,687.31 Fees Collected: $1,922.69 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 C.Y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Z '~ w u� D JU UO ND co UJI, CO U- W La U� = �W Z F- O Z F W U� O C. �H W W H UO WZ co F- H z doc: IBC- Permit D05 -263 Printed: 09 -08 -2005 J ,�WILA,�k q �N 2 isoa City o Tukwila Department of Cotnntunity Developmei :t 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.wa.us * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director doc: IBC - Permit D05 -263 Printed: 09 -08 -2005 City o Tukwila Department of Commirit ty Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: ci.tulnvila.wa.us Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -263 Permit Center Authorized Signature: _ .1 M` Al--1 Date: ` vb _ os I hereby certify that I have read and e�i amined'this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this ermit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constru Ion or the performance of work. I am authorized to sign and obtain this development permit. Signatur Date: Q - O O S' I1 . Print Name 4 C0 M 6 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. `s i 1 doc: IBC- Permit 005 -263 Printed: 09 -08 -2005 Z ILI JU 00' Co 0 U) J H U) IL. w o 1 5; U. co d = w Z F ... �O Z w U� O to C1 1- w �U .U- F .. Z W P� O Z %) J Cit of Tukwila raps Y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0040000795 Permit Number: D05 -263 Address: 4240 S 148 ST TUKW Status: ISSUED Suite No: Applied Date: 07/19/2005 Tenant: HADZIHASONOVIC RESIDENCE Issue Date: 10/04/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Conditions D05 -263 Printed: 10 -04 -2005 Z Z �W QQ 2 J0 00 (1)0 J = U) IL W0 U_Q CO)d =w F- _ Z P F— O WW U� O co, OH w U LL O . - Z W U= O Z City of Tukwila rou Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of `{ Public Health - Seattle and King County (206/296- 4932). 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 18: VALIDITY OF PERMIT: The issuance or granting 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 building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila a shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Conditions D05 -263 Printed: 09 -08 -2005 I I i �b Z '~ w o g WV UO NO J= H 0w W U . N D S �W Z t ~ �_0 Z�_ W 25: UU) O— �H W W LL 0. .Z w CO) O f. Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. r I(�cv�za� Date: e29 - O.( Z w u� D U0 W= CO W O: LL (J) w z � zr- UJI O N: O E— W UJ LL. 0 .z W O F " z doc: Conditions D05 -263 Printed: 09 -08 -2005 %kA CITY OF TUKWILA Community Development Department g Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** ,,SITE 1OCATION C I King Co Assessor's Tax No.: �90 4-0006) 71-1752-ID Site Address: / Suite Number: Floor: Tenant Name: C©lZat d / f -i2 d2IAQSA ?o ylC New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: Mailing Address: �-i S �'� S�_ �V k�.21.w�t= C(WD City State Zip CONTACT PERSON . . Mailing Address: E -Mail Address: Day Telephone:_ '21� City State Zip Fax Number: GENERAL.CONTRACTOR INFORMATION - (Mechanical'Contractor information on back page) Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORRD = All plans must be wet stamped by Architect of Record Company Name: Mailing Address Contact Person: E -Mail Address: City State Zip Day Telephone: iv Fax Number: �cvll� ENGINEER; OF RECORD - All plans must be wet stamped by Engineer of Record Company Name:_ Mailing Address: Contact Person: E -Mail Address: City State Zip Day Telephone: Fax Number: Z =Z �W QQ JD UO J � u- W �J LL. 4 Cj) = W F— 3: Z� 1--0 Z �- U� o� WW H- u" O ..Z w U= O Z q: \\permits plus\icc chanscApermit application (7.2004) Revised: 6.8.05 Page 1 bh BUILDING PERMIT.INFORMATION . 206-431-3670 Valuation of Project (contractor's bid price): $ ?�� Existing Building Valuation: $ Scope of Work (please provide detailed information): , g,67 1! � ( 5 p&�S kmJ Will there be new rack storage? ❑ ..Yes ❑ .. No If "yes ", see Handout No. for requirements. Provide.All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: � Floor area for accessory dwelling: — — *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Z— Compact: Handicap: Will there be a change in use? ❑ ....Yes )...No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers [:]..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? []..Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. q: \\permits plus \icc chan8es \permit application (7.2004) Revised 6.8.05 Page 2 6h st 'P111Dtf � �■i..... \ Z ;= Z �W QQ� JU U Cl) o L0 W J = I— �LL w }} 1�J LL � = W F_ _ Z� I— O Z H W 25 U O- O F_, W HF- �Z 111 co ~O F- Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1'.` Floor 2 "d Floor 3r .Floor Floors thru Basement Accessory Structure *. Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck I A 5 Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: � Floor area for accessory dwelling: — — *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Z— Compact: Handicap: Will there be a change in use? ❑ ....Yes )...No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers [:]..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? []..Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. q: \\permits plus \icc chan8es \permit application (7.2004) Revised 6.8.05 Page 2 6h st 'P111Dtf � �■i..... \ Z ;= Z �W QQ� JU U Cl) o L0 W J = I— �LL w }} 1�J LL � = W F_ _ Z� I— O Z H W 25 U O- O F_, W HF- �Z 111 co ~O F- Z ;i I 4 rj Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin. #1 for fees and estimate sheet. Water District ❑ ...Tukwila El ... Water District # 125 El.. Highline ❑ . Renton ❑ ... Water Availability Provided . Sewer District ❑ ... Tukwila El ... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ... Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ... Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ... Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .Xonstruction/Excavation/Fill - Right -of -way Non Right -of -way ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ,,. ❑ ... Total Cut cubic yards ❑ .. Work in Flood Zone ' ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ':j ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization d3.... ;. ❑ ... Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation El—Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding .: ❑ ... Backflow Prevention - Fire Protection " Irrigation " ; Domestic Water " - ❑ ...Permanent Water Meter Size... WON ❑ ... Temporary Water Meter Size.. WON `' ❑ ... Water Only Meter Size............ WON ...Deduct Water Meter Size ........ " ❑ ...Sewer Main Extension Public Private C] ... Water Main Extension ............. Public Private I Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: Day Telephone: Mailing Address: City state Zip Name: Day Telephone: Mailing Address:. Ci State Zip E .. q: \\permits plus \ice changes\permit application (7.2004) t. Revised: 6.8.05 bh Page 3 ZZ 2Z ' Z at 2 6D 0 UO ND co Uj J C0 LL WO J LL N = W H ZF H O Z I— �5 U CO 0 1.- WW W Z UCf) H� Z MECHANICAL PERMIT INFORMATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... Commercial: New .... ❑ Fuel Type Electric ..... ❑ Gas....[. Replacement..... ❑ Replacement..... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit T e: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace >100K BTU J Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall/Floor Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <10,000 CFM Equipment PERMIT APPLICATION NOTES Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THA I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BYTHE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR &VTHORIZED AGENT: Signature: Date: rr} 7 - l q — �� Print Name: Day Telephone: 2 G 6 - Z6 a� Mailing Address: A2 4 � S • �4 8 S IUr.�r v /G LlJf1 . 2 &6�8 City State Zip Date Application Accepted: Date Application Expires: Fg itials: I- 9 -a l -/ q -oL q:Mpermits plus\ice changes \permit application (7.2004) Revised: 6 -8-05 Page 4 bh Z =H '~ Ul � QQ � JU 0 N 0 W J I N LL W } O t- LL- Q = d F- W Z F- Z0 W 5 U O� � F- W W H �O Z W U C. H� Z �A City of Tukwila { 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0040000795 Address: 4240 S 148 ST TUKW Suite No: Applicant: HADZIHASONOVIC RESIDENCE Permit Number: Status: Applied Date: Issue Date: D05 -263 ISSUED 07/19/2005 10/04/2005 Receipt No.: R05 -01494 Initials: JEM User ID: 1165 Payee: HADZIHASONOVIC Payment Amount: Payment Date: Balance: TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Cash 58.00 i ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- i BUILDING INVESTIGATION 000/322.800 58.00 Total: 58.00 a 58.00 10/10/2005 09:45 AM $0.00 8() iq 10/10 07 TOTAL 58.00 doc: Receipt Printed: 10 -10 -2005 i i zz Q SZ Lu J U 00 U) 0 CO) LU J = C0 LL w O 9 -. w j. N CI = to Z �. t- O z F-. W Lu � o U 0 H W 111 . H LL — 0 W z 10 Co)i P =: O F z { .g City of Tukwila 1908 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670 RECEIPT 1 Parcel No.: 0040000795 Permit Number: D05 - 263 Address: 4240 S 148 ST TUKW Status: APPROVED a Suite No: Applied Date: 07/19/2005 Applicant: HADZIHASONOVIC RESIDENCE Issue Date: j Receipt No.: ROS -01339 Payment Amount: 1 3 Initials: 3EM Payment Date: 09/08/2005 02:25 PM j User ID: 1165 Balance: $0.00 i i f 1 Payee: NEDZAD HADZIHASANOVIC TRANSACTION LIST: Type - - -- Method Description - - - - -- Amount - - - - -- -- - - - - -- --------------------------- Payment Check 1541 1,167.04 i i j ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,162.54 j STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,167.04 i y z W U O 0 U) =. H NLL W O U. Cd d W z� E- O z E-- WWI U� O N. o f-- WW H LL Z , W CO) O ~ � z 6964 09/013 9716 TOTAL 1167 -04 dac: Receipt Printed: 09 -08 -2005 VtA f9pB y A�g .Cit of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000795 Address: 4240 S 148 ST TUKW Suite No: Applicant: HADZIHASONOVIC RESIDENCE Receipt No.: ROS -01047 Initials: BLH User ID: ADMIN RECEIPT Permit Number: Status: Applied Date: Issue Date: D05 -263 PENDING 07/19/2005 Payment Amount: 755.65 Payment Date: 07/19/2005 10:20 AM Balance: $1,167.04 Payee: NEDZAD HADZIHASANOVIC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1512 755.65 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 755.65 Total: 755.65 Z W QQ � J U. 0 0 , Co 0 J N U- W O u_ Q (D a = W z� 1— O Z 1— W �p O C0 0 F- W H L O .. Z W O Z 5124 07/20 9710 TOTAL 755.65 doc: Receipt Printed: 07 -19 -2005 17 INSPECTION RECORD Retain a copy with permit lz)6 _ .2 (6, INSPECTION NO. iR T 0 CITY OF TUKWILA BUILDING DIVISION ( 6)4 31- 3d, 7p 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Type of Inspection, , �J AJ A .5 0 A/ d 1// Xddress: 4 /, -) - Z- /0 5 Date Called: Special Instructions: Date Wanted: M Requester: Phone No: 0 './' — A pproved per applicable codes. Corrections required prior to approval. Inspector Date: / j3 V.? $58. eREINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: e: Z Z Ily-QQ W 30 00 00 CO) ILILI W J CO U- U J 0 2 �. 9-1 LL CY W Z E- 0 W �- W LLJ 5 CO) 0 LLJ Z. ) 0 ill Z � CO Z INSPECTION RECORD 4— Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - i rdc 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (21V ) J31-3670 Projec azz-2 Ins tio V Type of c 7-744e Addfess. L- 1 2-1 �Z2 Date Called: Special Instructions* Date Wanted: a. Requestee: Phone No: Approved per applicable codes. Corrections required prior to approval. C OMMENTS: C 0 M M:E:N:T S: C, 7' CAV A l - 7 A/ Inspect Date 1V $58.00 REINSPECT101i FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: I Date: z Z W 00 CO) 0 co W LLI :C -J I.- U) LL WO 2� 9-1 LL Cj) F. LLI z 3: 0 W � W LLJ :i L) C0 0 .a I-' W LLI Z.) LL I-- —0 W z L) C0 Z' I INSPECTION RECORD 6 Retain a copy with permit INSPECTION NO. PE I O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36710 I 11 Projec c. Type of In ction: Address: Z`T U 50 ate Called: Special Instructions: Date Wanted* ,may a.m Requester: Phone No: Receipt No.: 1 77 2 �2 '~ W L W J . JU L) 0, NO` J l'— S2 U- 0 J LL Q N� = a I.—W ? F W O. W 5 VO ON �H WW H U tii z CO) Z I i paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD € Retain a copy with permit 4 INSPE to N0. PER &%T NQ. CITY OF TUKWILA BUILDING DIVISION l i. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 lwf- Project: Type of Inspection: Addres : d y ate Called: " Special Instructions: Date Wanted: M. Requester: , Phone No: paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: �P) r J. Z = Z LLI JU 0 N o co LLJ J = H N u. W O L L S z ZO �5 U� N 0 F_- .tu W U. 0 w'` O z INSPECTION RECORD'' Retain a copy with permit INSPECTION NO. PER I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-367 Project: Type of Inspection: Acldrdss� s Date Called: Special Instructions Date Wanted: — Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. C OMMENTS: OM i121 7 U Ins ect Date: $58.00 REINSPE XTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: -JDate - : x R z W� J C.) 00 (00 Cf) w. Ill x —J H. CO IL LU 0 L S2 a F- LU Z F - z O W W 5 O- 0 1— LU W U. z '^ 0 Z I 4�� Z INSPECTIONIRECORD Retain a copy with permit INSPECTION NO. PERMI O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Or Project* Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: 1 5 — P .M. Requester: Phone No: Approved per,appli6ble codes. Corrections required prior to approval. C OMMENTS: 0 1/' 1 2 - e 4 4aZ Af InspectorZ JDate: E F� $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300,Southcenter Blvd., Suite 100. Call to secheduLe reinspection. Receipt No.: — rale -7— Z W C.) 00 (00 CO) UJI W C0 LL 0 LL <' a LU Z z W UJ , CO. 0 ,a � W W M I---Q LL �- 0 z co 0 z f � INSPECTION RECORD t Retain a copy with permit INSPECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 tO Project: Type of Ins ection 0 ; , Address: Date Ca led: Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable codes. n Corrections required prior to approval. Inspector: (/ Date: , e $58.00 RE INSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: 1 77 Z SZ Q�Q 2 JU UO o. CO) !2 LL WO ILLQ i v �W Z F W U� .O - C3 H WW LO ui Z CO O Z .. _ INSPECTION RECORD ' Retain a copy with permit J } INSPEcri N N0. P IT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -36 0 � I I 4. 1 . Project: Type of Ins ction: to ` b+ Addle � 46.._ � _/ . / ` Date Called: Special Instructions: Date Wanted: Requester: Phone No: i E] Approved per applicable codes. Corrections required prior to approval. COMMENTS: L, I I 1 I i t Inspector: Date: $58.00 NSPECTION FEE REQUIRED. Prior to inspection, fee must be I e+ iinn e„IIf►,nenlor RI-A etli +n inn Fell +n eno-hnAda rnincnnr+inn . I Receipt No.: Date: Z �Z �W JU U O Cl) 0 C0 LLJ J = S2 LL � O' 15 LL a W O W U� O N 13 F- W LL J W Z: W CO) O Z -�- -1,11-11 ---t- 1- I- INSPECTION RECORD Retain a copy with permit L INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (2 0 6 )431 -36 kO !r Approved per applicable codes. Corrections required prior to approval. F Project Type of InspU_tion: Address 5 4a ate Called: J Special Inst1ructions: Date Wanted: M. �Z Requester: Phone No: • Wrja &PERFA OW F $58.00 RMNSPECTION FEEfREQUIRED. Prior to inspection, fee must be . paid at 6300 Southcenter Blvd., Suite 100. Call to secheduie reinspection. Z LU LY U 0 co W W:c J CO LL W O 2 � LL D CY W . Z F– 0 1--1 W uj� 5 co 0—t W X 6 �LL 0 z 0 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER NO CITY OF TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t 61Al - 567 0 Pro'ect: - Type of I pection M P dDate Called: ecial, Instructions: Date Wanted: a -.� p.m: Requester: Ph9ne No: ^ �/ i. pproved. per applicable codes. Corrections required prior to approval. I COMME { Y t Inspector: Date: j $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule rei Receipt No.: Date: r i Z Z'. W. JU U 0 W= Cl) u_ w O LL cf)d = W H Z F. Zo W U� O - 0 t•- W UJ H0 LL Z' W U =- O Z 749, INSPECTION RECORD Retain a copy with permit I NSPECTION N0. P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 YJ, Proj c : It 1 Type of Insp tion: Addr ss: d D to Cal ed: Special nstructions: Date Want d*, a p. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. MMENTS CO i; 0 Inspector: uate: - f if $58. 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z W� J U: UO to 0. W 3: �LL W O 5 LL ?. Cf) a = W H = Z I� O. Z F-. 5 U O CO. = v` �- 0 Z ll l CO) O Z.. . • i �i INSPECTION RECORD ' i � ' Retain a co 5 o� copy with permit •. INSPECTION NO. MPERT _1B CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 k Pr ject: � � Ty of Ins ectio Address: 1 f t v Date Called: Special In ructions: Date Wanted: a.m Requester: AA,?_� Ph No: r A pproved per applicable codes. Corrections required prior to approval MMENTS: 9 Inspector Date: �� A $58.00 REINSPECTIOP FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: s 1 Z Z`. W 3 UO 0 C0 UJI W= N U. W O CO d �W - Z f ZO W U� 0—' � lr WW — Z tiJ U =, Z 1 f t i i c Inspector Date: �� A $58.00 REINSPECTIOP FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: s 1 Z Z`. W 3 UO 0 C0 UJI W= N U. W O CO d �W - Z f ZO W U� 0—' � lr WW — Z tiJ U =, Z v� da S INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P ect: I BZ` Typ Inspect ? A ress• .;�� � ate Called: I Special Instructions: Date Wanted: p.m. Requester, Pho q31 ""t proved per applicable codes. Corrections required prior to approval. I ENTS: A) Inspector: Date S $ INSPECTION F Vvd., QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Suite 100. Call to schedule reinspection, Receipt No.: Date: � t Z WW QQ i JU U t!) 0. co W �� LD LL W O 2 � J' U. co �W Z= H H O W ~ W U O� 0 I—. W H� W Z. tll U= O ~, Z r.; ,p ,x -,�a.n .mac.. *,.. .. ;,�s. .0 •- .... .. - , INSPECTION RECORD' �� Retain a copy with permit 3 -INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION !} 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ject: ype o Inspection: A Is: � � � Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No* Approved per applicable codes. Corrections required prior to approval. COMMENTS: i^1 6► � � Receipt No.: Date: mspecto : uate: $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to sechedute reinspection. z Z. W �QQ � JU (U O to co Ill J x NLL W O U. C! �W z H ►— O W H U � O co 01— W H 5. U. O .. z W U = ; � z INSPECTION RECORD'- L' Retain a copy with permit INSPECTION N0. PERMIT NO. Q CITY OF TUKWILA BUILDING DIVISION L � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: �� T of Inspectio : , 4 ddress: O S� s� ISpbcial to Called: 1 Instructions: Date Wanted: L0 p.m. Requester: Phone n P v / ql�e Fl Approved per applicable codes. COMMENTS: Z" Corrections required prior to approval. v I spector: a Date: f $58.00 REINSPECTION .REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. IReceint No.: IDate: r Z r Z �W a JU UO . co co LU J = (0 L W O 9-1 u_ = Cy �W H O Z H- U� O N W W. H � u_ — 0 .. Z W U= O z INSPECTION RECORD Retain a copy with permit �` 2 � INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: A t A U IL Address: Date Called: Spe cial Instructions: Date Wanted: C a. m. C" -{ ?JUY 7� (Q 1 ()- ', m. Requester: Phone No: (Q4 f �I Receipt No.: Date: I Z Z tQQY � JU U0 CO) W cn U- W O u_ Q S2 d = W F- O W F-- �p LIJ �O N � H WW LL 0 W Z ' p _ O I.-. Z lJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio INSPECTION RECORD: Retain a copy with permit - a� INSPECTION NO. PERMIT NO. " Y CITY OF TUKWILA BUILDING DIVISION U � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 y Project: Type of Inspectio . Address ate Cal �D Special Instructions: �Lf.L Date Wanted: ` a.m. /� p.m. Requester: G Approved per applicable codes. J Corrections required prior to approval. COMMENTS: N Inspector: c / Date: $58.00 EINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �Z W U Q. W= J 9 W. W O �E LL 1 0. F- W Z Z° W 5 U� : 0 t` W LLJ I— ~; LL O . Z . W N H H. O Z r INSPECTION RECORD Retain a copy with permit i NSPECTION NO. PERM O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection Address: 2�0 Date Called: Special Instructions: Date Wanted: p� Requester: Phone No: ��AA � VI Approved per applicable codes. Q Corrections required prior to approval. Inspecto 4 Date: �---- $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �W W� U O NO UJ J F.. S2 LL W O LL �W 2 Z � • �o W ~ W U� O� O F- W F- U- O 6i Z. U =. O Z Z i1- Z �W 2 �U U O. (no. CO w J N LL, WD LLQ N :) _ CY. F- _ Z F. F- O Z F- W 2 5. U O N o F-. W U LL ~O. liJ Z U= ~ O� Z f� I I ; ;tA .. tv.� /'(W7 f` 4 , 1e' � w i' k s1+ i , f r W 1 a , OF C KM h'y� �ry� LA z Z uj �U UO W= S2 U_ w U. Cf) D = a �_ ZF- W w CO U� o w t U LL O w Cl) o F- z„ •eii�. r 1908 w gsy `O August 2, 2005 t City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Don Atwood 5416 California Avenue SW Seattle, WA 98136 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -263 Hazihasonovic Residence — 4240 S 148 Street Dear Mr. Atwood: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time, the Public Works and Fire Departments have no comments. Building Department: Allen Johannessen, at 206 -433 -7163, if you have questions regarding the attached memo. Plannine Department: Brandon Miles, at 206 - 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throu2 the mail or by a messenmer service. If you have any questions, please contact me at (206) 433 -7165. Si ere y, Brenda Holt gu4--- Permit Coordinator encl xc: File No. D05 -263 PAplanning%rendaMO5 -265 — correction Itr 9I.doc bb Z �z. �U UO CJ ) 0 co w J H W. w o 95 U- a Wd = W Z F--- F— O w 2� U� O � WW �O •Z CO) F- O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 3 The exterior (28' -6 ") end walls do not meet code requirements for spacing between brace wall lines. In addition, it is not clear, the West wall shall meet requirements for brace wall lines. The 2003 IBC R602.10.11 wall bracing for Seismic design Categories D2 requires spacing between brace wall lines shall not exceed 25 feet. Revise plans to meet the requirements of the code or provide engineering with calculations. Be specific in calling out the different brace walls, referencing the intended method of brace wall and/or shear wall fastening. (IRC R106.1, R602.10) Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. Z Building Division Review Memo W . JU 00 Date: July 25, 2005 Project Name: Hadzihasonovic Residence co = P #: D05 -263 J � Plan Review: Allen Johannessen, Plans Examiner W 0 ¢ A Building Division conducted a plan review on the subject permit application. Please address the following U- = d. comments in an itemized format with revised plans, specifications and /or other applicable documentation. ~ _ PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). Z ~ (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) w O 1 The site plan does not show a footing or roof -drain discharge system. Provide additional plan details to identify a w v o footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing p co discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems o �- w with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or v crawl space. ►'-- O ..Z 2 The plans refer to some interior walls with a double line inside the walls with a note indicating shearwall construction. Other similar walls do not have a note reference assuming they are shearwalls. A wall legend shall clarify which walls p are shear walls. Please clarify each type of intended wall construction and show on the plans. Z 3 The exterior (28' -6 ") end walls do not meet code requirements for spacing between brace wall lines. In addition, it is not clear, the West wall shall meet requirements for brace wall lines. The 2003 IBC R602.10.11 wall bracing for Seismic design Categories D2 requires spacing between brace wall lines shall not exceed 25 feet. Revise plans to meet the requirements of the code or provide engineering with calculations. Be specific in calling out the different brace walls, referencing the intended method of brace wall and/or shear wall fastening. (IRC R106.1, R602.10) Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. %f r� PLANNING DIVISION COMMENTS DATE: August 2, 2005 CONTACT: Hadzihasonvic Residence RE: D05 -263 ADDRESS: 4240 S. 148 ° i Street The Planning Division of DCD has reviewed the above permit application that was submitted on July 19, 2005. Planning cannot approve the application for the following reason(s): 1. The property is zoned Low Density Residential (LDR). The side setback requirements for the LDR zone are five feet. The existing house does not meet setbacks and is consider non - conforming. Tukwila Municipal Code (TMC) 18.70 governs non - conforming structures in the City. TMC 18.70.050 (3) notes: "Should such structure be moved for any reason or any distance whatsoever, it shall be thereafter conform to the regulations for the zone in which it is located after it is moved ". The proposal to raise the existing structure up is considered moving and the building must meet setbacks. I I f I Z u� D. UO C0 LLI �o J X �LL W O, 2� J. LL j N d =w Z F- I- O Z ~' U� W w. H U' tL 0 O ..Z W U =, O ~' Z ARMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 - 263 DATE: PROJECT NAME HADZIHASO RESIDENCE 01 -18 -06 SITE ADDRESS: 4240 S 148 ST Original Plan Submitta Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTME B I ing ivi o Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINAT ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-19-06 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 02-1 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documems(rouling slip.doc 2 -2"2 z �z � WV 00 Co . J H C0 U- w . U N� 2 F- W Z H O Z F- LLI U O N oIr- wW I '—' O .. z W N i` H . O z PLAN REVIEWPR&S"QiNG SLIP ACTIVITY NUMBER: D05 -263 DATE: 8 -24 -05 PR03ECT NAME HAZIHASONOVIC RESIDENCE SITE ADDRESS 4240 S 148 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: / mt Bu hn A ivision Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator► DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-30-05 Complete d Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route 12 Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions F Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: Documents /routing slip.doc 2 -28.02 DUE DATE: 9 -27 -05 Not Approved (attach comments) ❑ z Z �w QQ JU UO NO J = CO U_ w Q. Co d �w Z F Wo 2� U13 N o �- wW UO ..z w co O z Fire Prevention Structural ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -263 DATE: 7 -19 -05 PROJECT NAME HADZIHASONOVIC RESIDENCE SITE ADDRESS 4240 S 148 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: d�k1� B ui{ g Division Public Wo Plg Division ok Permit Coordinator 0 DETERMINATION OF COMPLETENESS Complete Z Incomplete Comments: (Tues., Thurs.) DUE DATE: 7-21-05 ❑ Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS tTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping PW ❑ Staff Initial Documents /routlng shp,doc 2 -28 -02 .,.,.._ DUE DATE: 8 Not Approved (attach comments) z Z �w aa JU 00 093 � w� UQ �a =w zF- 25 U ON 0H w UO ..z W U= O z PROJECT NAME: J��� -i :~ - � �nyi�'�[�i ��tUlcz, PER,Y - NO Site Address: 1A C) IWY - - -- Original Issue Date: REVISION LOG Revision • No. Date I Staff I Date ` Received Initials Issued Initials I •0(p Summary of Revision: I lit 1,q A GW llrYS yk I Received By• N. (please pnno Revision No. I Date ! Staff Received i Initials I Date I Staff Issued Initials I I I Summary of Revision: Summary of Revision: Received By: (please print) ' Revision No. I Date Received I Staff Initials I Date i Staff Issued Initials I Summary of Revision: Received By: (please print) (please prim Revision No. Date I Received Staff I Initials Date I Staff I Issued i Initials I I Summary of Revision: Received By: %{ncazc P1 11.11 z �z '~ w J U. U N CO w J = H NW WO LL U) a = w z F- I— O z I— w U ON o�- WW LL O W z CO O z � City of Tukwila Department of Community Development -J 0 6300 Southcenter Boulevard, Suite #100 N ` �Z Tukwila, Washington 98188 Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 Web site: ht(p: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director r : REVISION„SUBMITTA►L Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1. 1 7 106� ) Plan Check/PermitNumber: Dd ❑ Response to Incomplete Letter # ggp�y�rp ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued A 1 8 2006 '0, Revision requested by a City Building Inspector or Plans Examiner PEAMITCE m Project Name: Project Address: Contact Person:_ Summary of Revision: Phone Number: 0� 0 SC.. I – J /`Y7 t ome, V hL � — "T–` - I — I" 1 a-h t u nc 71 rs;w ^711 r--. 2 '/ 9 Sheet Number(s): CC &` f!DQ f2 (1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0 d �J pp ications forms - applications on line evision submittal Created: 8 -13 -2004 Revised: z Z '~ w a � a 2 JU UO CO CO W wO 9-1 LL? � = w z� z0 W5 U� O CO o t— wW U �- O z U= z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ht1p:11mvw.citulnvi1a.iva.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, ftvc, etc. Date: o 52 Plan ChecWPermit Number D05 -263 ❑ Response to Incomplete Letter # Z Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name HAZIHASONOVIC RESIDENCE Project Address 4240 S 148 St Contact Person Don Atwood Phone Number: 1 rim Summary of Revision: --� (,BLS 9 9 " " pECLIVED orry o6 TUKW1Uk PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including (late of Received at the City of Tukwila Permit Center by: OS Entered in Permits Plus on applications forms- applications on line revision submittal Created: 8 -13 -2004 Revised: t.. �:st:..w.,. Y..d. «� -uvLV. f. ..- L' «w::"vi" �kaa�.ia.4w.%.L ,riu :i�lawyw.:kv.+ e::t':+«iC�.�.ti+:t+ Waaix "'' } i. rar .Sta�Alu+vL'titrr..aL::.. »Lw.ws .u.u•J;r.J.d.rin;o.H:.. h..4..Ji..as,w.F ^. :GL:r:iE Yt;:;.a Z w �QQ2 JU UO C O J W O J U- Q �d = W ? F- H- O w LIJ U� CO O— 0H WW ui z U= O� Z tu, J 1905 CITY OF TUKWIL4 Permit Center /Building Division Community Development Department 206 -431 -3670 Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206 - 433 -0179 Tukwila, WA 98188 Planning Division: 206 -431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION a o: W PERMIT NO.: v UO STATE OF WASHINGTON) N 0 ss. CD W J COUNTY OF KING ) LL W O �a, Me dZ W U. TIDia:�! S0�►�oyrG e, , states as follows: to [please print] CY 1. I have made application for a building permit from the City of Tukwila, Washington. �w Z H O 2: 1 understand that state law requires that all building construction contractors be registered with the State of w ~ Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of � Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW v N 18.27.090. 0 H 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of H v. Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions F stated under RCW 18.27.090 applies. Z wCO 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that H = after reading the exemptions from the registration requirement of RCW 18.27.090, 1 consider the work authorized z ~ u this building permit to be exempt under No. /3 , and will therefore not be performed by a registered contractor. _ I understand that I may be waiving certain rights that I might otherwir h6ve under state law in any decision to engage an unregistered contractor to perform construction work. APPLICANT and sworn to before me this day of Sep f ern ber , 20 d5 GE A. pF �t�1t P� �SaION : ry NOTAAI- �ts�•: i N B LIG ' OF WASO� \applications\8 -2004 affidavit in lieu of contractor registration 04_'*r� a - &a- NOTARY PUBLIC in and for the of Washington, Residing at kl h A , County. Name as commissioned: Mice— A. 0CaCV My commission expires: 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter .shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 17. Contractors on highway projects who have been prequalified -as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform: highway construction, reconstruction, or maintenance work. 7.......,. `i' .w.S:iJ.ii2W 'K'J:ii.C[• ' ll. iii:.. Wa1tu.A.if'»!a]ulu:itiAS.f4::lt " ikl t..oFU.'i.7r✓l�U:i..w'i:3:iC' "' :aP.+W. z } Z �w QQ JU 00 CO w= H CO U_ w U_ Q co D = �. w Z Z� w w U ON 0 E_ wW f- F- 0 w Z co O Z r I t i i r i i i t s + i i i 1 I I{ I ti c P_ f :r .. t R602.10.3 Braced wall panel conslrucllat awbods. jU construction of braced wall panels shall be in accontance with one of the following methods: 1. Nominal 14wh -by4-inch (25.4 mm by 102 mm) continuous diagonal braces kt in to the top aril bot. tom plates and the intervening studs or approved met. al strap devices hKWWd in soeondanee witb the manufacxur+er's specifications. The het -in bracing " A. r_�Tg?_ rr_� IWt-A,�64. 2. ,.engths elf alternate braved wall panels shall be in accordance with Section R602.10.6. R602.105 Coetlatr0111s Wiedural panel sbeatblog,. When Continuous wood Structural panel s1twittog is provided in accordam with Method 3 of 860110.3 on all sheathable areas of all exterior walk and interior braced wall line& where required. indudihhg atlas above and below openings. braced wall I ten •. � Shall be placed at an angle not more am W degrees pane gabs shall bt ua accordance wrth'[bble 8602.10.5. Wod structural pamel sheathing. hall be Ic (1.06 rad) or less than 45 degrees (0.79 rad) from the horizontal. installed at corners in accordance with FigR602.105. not more Than 10 feet (3048 men). Each panel shall be \ T _T 2. Wood boards S/8 The bracing amounts in Tabk R602. 10.1 for Method 3 shall bepennktedtobomultipliedbyafackwof0 1�11 - of inch (15.9 mm) net minimum .9forwallswith � Ilpp1pW Of Wrdbtttllon d0t>Ypl 0 lb don at adWW o thickness applied diagonally on t tudsspac ed a maxi- a maximum opening height that dots not exceed 85 percent ip Ulf WOiaU011 Of MW aooerbad oodf ear �l�ll mum of24 inches (6tOmm).Diagonalboankshallbe ofthewallheight Ora factorof08forwalls with amaximum attachedtosludsina000rdanoewilbTAe R60G2-3(1). Wood structural panel sheathing with a thickness not offing height dot does not exceed 67 percent of the wall he m• c 1 Mtban s / 16iach (7.9n>1V)f0r164Wb(406mutt)s1ud spadogand not lesstban /ghnct(9.Smm)for2Zh -inch Q RWZ19AAIternate braced wall panels. AltematebmcW wall lines constructed in accordance 1 C� � `4 (610 mm) stud spacing. Whod structural panel ; shall with one of the follow- ing provisionsshall bepermittedtomplaeteach4fed (1219 _ i T4 be installed in aeoerdanee with Table 8602.3(4 nom ) of braved wall panel as regttirod by Section 8602 .10.4: , _ -...� 4. One- half -inc h (12.7 mm) or 25 1,%4 tch (19.E mm) - •. � Wick structure! Sbgboard shatbiggapplied vertigl- 1 of naatotybuildings „escbpanelshallhavealen inches (406 mm) on center: Strnoxural filx+ltoard not more Than 10 feet (3048 men). Each panel shall be 8602.3(1). 1 staidural panel sheathing nailed 1�11 - 5 W summon or galvanized box nails is a000r- � � Ilpp1pW Of Wrdbtttllon d0t>Ypl 0 lb don at adWW o - s structural panel sheathing edges. 'lard anchor bolts � Ulf WOiaU011 Of MW aooerbad oodf ear �l�ll on center and f inSW1ed in a000rdanMu ith l~ r �r I (178 mm) on center with the size nails specified in proviaodincwbpaw l.Mchorboltssballbeplamdal 1rlYdtl Fttdd r tmd Is Rd * l02 .3(1)forahca&W9andUb1e R 702.3S for . (�P 1 interi cR6 or gypsam board. l l� quaver poi � panel cud stud shall have a ��• !� ` ie -down device fastened to the foundation , capable of I �- 00....r.. 6. Partieleboardwallshothhagpondsinsialledinn =r- providing an uplift capacity of at least 1,800 pounds M2 6 i 7i dance with Table 8602.3(4) (8165 leg}. 7U tie -down device shall be installed in ��'/ 7. PWdaW cement plaster on studs spaood a ma rimum accordance with the manufactumes recommends- lions. The Poets shall be of 16 inches {406 tram} on center and installtci in ac � supported d irectl y on a r M OT oordawe with Section 8703.6. foundationoronfloarftsmingsuppMMdke edyona 8. Hardboard panel siding when installed in aceocdance foundation which is continuous across the entire - [�0 - with Table R703.4. ra � wbbrranoedwall line »Thisfewndationdwnbe -� otkssdmoacNo.4bartopandbot- _ 6T-o' l ?aeeption: Al bract k oonstrucled • tom. When the eontinttotrs foundation is regtrirod to waaae m acoordartee with Soch'o>a 10.6 shall have adepth grater than 12 inches (305 mm), a mini- ace any of the methods of braced wall pancis. incur 12- fact -by- l2 -inch (30S nun by 305 mm) con- �- - - -- ' tinuous footing or turned down slab edge is ankled _ .. - � 7 and 8 A of palnels.ForMethods2.3,4� atdooropeniagsintheWacedwallline Thisscon irm )tFW1S '� panel shall be at least.48 , ous hooting or turned down slab edge shall be rein - -- inches (1219 mm) in kngtb. covering a minimum of three foroodwithsUl ssthanoneNo.4bartepandbou m. stud spaces where studs are spaced 16 inches {406 tom) on '17tis reinforcement shall be lapped 15 inches (38 Ix� r�s to G'�c sropt� 1 1 center a nd cover a minimum of two sand i tT' - - • :' -: ot• tthprovxl of spao�. where mm) with the ceiafon�oerrient required in the conchae- D; +: ,, sm+ts are spaced 24 incha (610 mm) on aotet:For Method 5 ous foundation located directly under the braced wall • _ �.r -_ a r -C.-1 plan sub.ri;t+il above, each braced wall parcel shall be at kart 96 inches line. i :.��. a:�-; o nzl (2438 mm) in length where applied to out face of a braced u _ _. :veal l panel and at least 48 iacttts (1219 mm) where applidd to 2. In the first story of [wo n buildings, each braced t 1 `+ •e 1 - - - both faces wall panel shall be in accordance with item 1 above, except that the wood structural panel sheathing shall I�� &eeptions: be provided on both faces, sliathing edge nailing r i j spaciagshall notexceed four incbcs on center, at last 1. ; bsof brand wall - --� L Lengt patrelsforcotitimeatswood Wire ancho>! boles shall be placed at onafhRb points, structural panel sheathing shall be in aeomdanee and fie-do" device uplift capacity shall not be less with Section R602.10.5. than 3,000 pounds (1360.8 kg)- n JAN 0 , nr ot \ l Bv�ln � ray L i • ! (1 j �l & 1 � � � qm Z : Z !�W07 ogw I -=- - - - .___ _._ - ---- -- E ' - -- - - 1 i . 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N. -•r. �. ri Co 2 - .n: W o,lA►G: ' A HAUDMA WALL. lo Ut5 ti t Y GJ'>'It DI`i� r Seismic Zone: Jp/ Roof Snow Load -0 ibs Design and design criteria Buildings and structures, and all parts thereof, shall be constructed to safely support all loads, including dead loads, live bads, roof loads, flood loads, snow loads, wind loads and seismic bads as prescribed by this code. The construction of buildings and structures shall result In a system that provides a complete load path capable of transferring all loads from their point of origin through the load - resisting elements to the foundation. R301.1 As an alternative to the requirements In Section R301.1 the following standards are permitted subject to the limitations of this code and the limitations therein. Where engineered design is used In conjunction with these standards the design shall comply with the International Building Code. 1. American Forest and Paper Association (AF &PA) Wood Frame Construction Manual (WFCM). 2. American Iron and Steel Institute (AiSI), Standard for Cold- Formed Steel Framing -- Prescriptive Method for One- and Two - family Dwellings (COFSIPM). R301.1.1 Table R301.2(1) as Adopted for Unincorporated King County CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR KING COUNTY Ground Wind ' Seismic Subject to damage from Winter Ice - Flood Air Mean Frost snow speed design i design shield freezing annual Weathering line Termite Decay hazards toad (mph) category temp. required index temp. depth 12"< Slight D1 or Slight to 100 to Varies, 85 Moderate 1,000ff to 25 No Varies 50 D22 Mod. ' 250 elev.3 Mod. 1: The "Snow toad Analysis for Washington" Second Edition (1995), publlsheu by the b iral toghneers Hssochahion or Washington, shall be used in determining snow load except where the department determines by public rule that a different standard is necessary to protect the public health and safety. The minimum roof snow toad shall be 25 pounds per square feet. 2. Seismic design category shall be D1 for areas of unincorporated ling County to the east of the Snoqualmie River as it traverses from the King Coun"nohomish County line to the city limits of Snoqualmle, east of the town of Snoqualmle, east of the Snoqualmle Parkway and the Echo Lake- Snoqualmle Cut -off SE as they run from the city limits of the town of Snoqualmle to State Highway 18 and to the south or east of State Highway 18. All•other portions of unincorporated King County shall be seismic design category D2. 3. The frost line depth shall be considered to be 12 inches for sites up to an elevation of 1000 feet above sea level. For sites over 1,000 feet above sea level a specific site analysis may be required. 4. Flood hazard within King County varies. See the flood hazard code provisions of KCC 21A.24. Building Planning Definition Habitable Space - A space in a building for living, sleeping, eating or cooking. Bathrooms, toilet norms. closets, halls, storage or utility spaces are not considered habitable spaces. R Chapter 2 1. Habitable rooms - Light, Ventilation and Heating - All habitable rooms shall be provided with aggregate glazing area of not less than 8% of the floor area of such rooms. Natural ventilation shall be througli windows, door, louvers or other approved openings to the outdoor air. The*min[mum openable area to the outdoors shall be 4% of the floor area being ventilated. Exceptions: 1) The glazing areas need not be operable where the opening Is not required by section R310 (emergency egress) and an approved mechanical ventilation system is provided capable of producing 0.35 air changes per hour in a room or a whole house mechanical ventilation system is installed capable of supplying outdoor ventilation air of 15 cubic feet per minute per occupant computed on a basis of two occupants for the first bedroom and one occupant for each additional bedroom. 2) The glazed area need not be provided in rooms where exception .1 above is satisfied and arti"�r dal light Is provided capable of producing an average Illumination of 6 footcandles (6.461ux) over the area of the room at a height of 30 inches above the floor level. R303.1 2. Illumination of Stairs - AN exterior and interior stairways shall be provided with a means to illurifhinate (not less than 1 footcandle) the stairs, including the landings and treads. Interior stairways shall be provided with an artificial light source located in the immediate vicinity of each landing. Exterior stairways shag be provided with an artificial light source located in the immediate vicinity of the top landing of the stairway. Exterior stairways providing access to a basement from the outside grade level shall be provided with an artificial right source located in the immediate vicinity of the bottom landing of the stairway. Except[on:An artificial light source is not required at the top and bottom landing, provided an artificial light source is located directly over each stairway section. ' • Light Activation - the control for activation of the required interior stairway rightIM shag be accessible at the top and bottom of each stair without traversing any step of the stair. The Illumination of exterior stairs shall be controlled from inside the dwelling unit. Exception tights that are continuously illuminated or automatically activated. R303.6, 8311.5, R315 3: Required Heating -When the winter design temperature In Table R301.2(1) is below 60 °F (16 °C), every dwelling unitshall be provided with heating facilities capable of maintaining a minimum room temperature of 68 °F (20 °C) at a point -3 feet (914 mm) above the floor and 2 feet (610 mm) from exterior walls in all habitable rooms at the design temperature. R303.8 4. Minimum Room areas dimensions and height ■ Every dwelling unit shag have at least one habitable room that shag have not less than 120 square feet of gross floor area. Other rooms. Other habitable rooms shag have a floor area of not less than 70 square feet. Exception: Kitchens. R304.2 • Minimum dimensions. Habitable rooms shall not be less than 7 feet in any horizontal dimension. Exception: Kitchens. R304.3 ■ Height effect on room area. Portions of a room with a sloping ceiling measuring less than 5 feet or a flat ceiling measuring less than 7 feet from the finished floor to the finished ceNng shag not be considered as contributing to the minimum required habitable area for that room. R304.4 5. Ceiling Heights - not less than 7' measured to Me lowest projection. Exceptions: 1. Beams and girders spaced not less than 4 feet (1219 mm) on center may project not more than 6 inches (152 mm) below the required coding height 2. Ceilings in basements without habitable spaces may project to within 6 feet, 8 inches (2032 mm) of the finished floor, and beams. girders. duds or other obstructions may project to within 6 feet. 4 Inches (1931 mhm) of the finished floor. 3. Not more than 50 percent of the required floor area of a room or space is permitted to have a sloped ceiling less than 7 feet (2134 mm) in height with no portion of the required floor area less than 5 feet (1524 mm) in height. 4. Bathrooms shag have a minimum ceNing height of 6 feet 8 Inches (2036 mm) over the fixture and at the front clearance area for fixtures as shown in Figure R3072. A shower or tub equipped with a shower head shall have a minimum ceiling height of 6 feet 8 'indmes (2036 mm) above a minimum area 30 inches (762 mm) by 30 inches (762 nun) at the shower head. R305 9. Human impact loads. Individual glazed areas Including glass mirrors In hazardous locations such as those indicates as aennea in Section R308A shall pass the test requirements of CPSC 16 CFR, Part 1201. Glazing shall comply with the CPSC16 CFR, Part 1201 criteria for category 1 or Category Il as indicated in Table R308.3. , ■ Hazardous locations. - The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing In storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing In doors and enclosures for hot tubs, whirlpools. saunas. steam rooms, bathtubs and showers. Glazing in any part of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 Inches (1524 mm) measured vertically above any standing or walking surface. ' 6. Glazing, in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24 -inch (610 mm) are of the door In a dosed position and whose bottom edge Is less than 60 inches (1524 mm) above the floor or walking surface. 7. Glazing In an individual fixed or operable panel, other than those locations described in Items 5 and 6 above, that meets all of the following conditions: 7.1. Exposed area of an individual pane greater than 9 square feet (0.836 m2). 7.2. Bottom edge less than 18 inches (457 mm) above the floor. 7.3. Top edge greater than 36 inches (914 mm) above the floor. 7.4. One or more walking surfaces within 36 inches (914 mm) horizontally of the glazing. 8. All glazing in railings regardless of an area or height above a walking surface. Included are structural baluster panels and nonstructural infill panels. 9. Glazing In walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where tlib bottom edge of the glazing is less than 60 Inches (1524 mm) above a walking surface and within 60 inches (1524 mm) horizontally of the water's edge. This shall apply to single glazing and all panes in multiple glazing. 10. Glazing adjacent to stairways, landings and ramps within 36 inches (914 mm) horizontally of a walking surface when the exposed surface of the glass Is less than 60 inches (1524 min) above the plane of the adjacent walking surface. 11. Glazing adjacent to stairways within 60 inches (1524 mm) horizontally of the bottom tread of a stairway In any direction when the exposed surface of the glass is less than 60 inches (1524 mm) above the nose of the tread. R308.4 Exception: see section R308.4 for exceptions 1- 9.2 to hazardous locations 10. Skylights and sloped glazing 0 5 degrees or more from the vertical plane) shall comply with R300.6.1- R308.6.9. The following types of glazing may be used: 1. Laminated glass with a minimum 0.015 -inch (0.38 mm) polyvinyl butyral interlayer for glass panes 16 square feet (1.5 m2) - • Screens need not be provided when Screens shall not be required when fully tempered glass is used as single glazing or the inboard pane in multiple glazing and either of the following conditions are met: 1. Glass area 16 square feet (1.49 m2) or less. Highest point of glass not more than 12 feet (3658 mm) above a walking surface or other accessible area, nominal glass thickness not more than 3116 inch (4.76 mm), and (for multiple glazing only) the other pane or panes fully tempered, laminated or wired glass. 2. Highest point of glass not more than 12 feet (3658 mrh) above a walking surface or other accessible area, nominal glass thickness not more than 3116 Inch (4.7.Q mm), and (for multiple glazing only) the other pane or panes fully tempered, laminated or wired glass.. Glass area greater than 16 square feet (1.49 m2). Glass sloped 30 degrees (0.52 rad) or less-from vertical, and highest point of glass not more than 10 feet (3048 mm) above a walking surface or other accessible area. R308.6.5. Garages and Carports 11. Opening protection - Openings from a private garage directly into a room used for steeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with sold wood doors not less than 1 318 inches (35 mm) in thickness, solid or honeycomb core steel doors not less than 1318 [riches (35 mm) thick, or 20- minute fire -rated doors. R309.1 • Duct penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shag be constructed of a minlmum No. 26 (0.48 mm) sheet steel or other approved material and shall have no openings into the garage 309.1.1 • Separation required. The garage shall be separated from the residence and its attic area by not less than 112 -inch (12.7 mm) gypsum board applied to the garage side. Garages beneath habitable rooms shall-be separated from all habitable rooms above by not less than 5f84nch (15.9 mm) Type X gypsum board or equity lent. Where the separation is a floor - ceiling assembly, the stricture supporting the separation shall also be protected by not less than 112 -inch (12.7 mri) gypsum board or equivalent. 8309.2 ■ Floor surface. Garage floor surfaces shall be of approved noncombustible material. The area of floor used for parking of automobiles or other vehicles shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway R309.3 • Carports. Carports shall be open on at least two sides. Carport floor surfaces shall be of approved noncombustible material. Carports not open on at least two sides shall be considered a garage and shah comply with the provisions this section for garages. Exception: Asphalt surfaces shall be permitted at ground level in carports. R3C9A i Emergency Escape and Rescue Openings 12. Emergency escape and rescue required.- Basements with habitable space and every sleeping room shall have at.least one openable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping noon, but shall not be required in adjoining areas of the basement. Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches (1118 mm) above the floor. Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a bulkhead enclosure, the bullhead enclosure shag comply with Section R310.3. The net dear opening dimensions required by this section shag be obtained by the normal operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shag be provided with a window well in accordance with'Section R310.2: ■ Minimum opening area. All emergency escape and rescue openings shall have a minimum dear opening of 5.7 square feet (0.530 m2). Exception: Grade floor openings shag have a minimum net dear opening of 5 square feet (0.465 m2). R310.1.2 Minimum opening height. The minimum net dear opening height shag be 24 Inches (610 mm). R310.1.1 ■ Minimum opening width. The minimum net dear opening width shat) be 20 inches (508 mm). 8310.1.3 • Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the room without the use of treys or tools. 8310.1 A • Window wells. The minimum horizontal area of the window wen shall be 9 square feet (0.84 m2), with a minimum horizontal projection and width of 36 inches (914 many The area of the window well shall allow the emergency escape and rescue opening to be fully opened. 310.2 Window wells. Exception: The ladder or steps required by Section R310.2.1 shag be permitted too encroach a maximum of 6 inches (152 mm) into the required dimensions of the window well. R3102 • Ladder and steps. Window wells with a vertical depth greater than 44 inches (1118 mm) shag be equipped with a permanently affixed ladder or steps usable with the window in the fully open position. Ladders or steps required by this section shall not be required do comply with Sections R311.5 and R311.6. Ladders or rungs : shag have an Inside width of at least 12 inches (305 mm), shaft project at least 3 Inches (76 mm) from the wag and shalt be spaced not more than 18 inches (457 mm) on center vertically for the fug height of the wendowwell. The ladder or steps required by Section R310.2.1 shag be permitted to encroach a maximum of 6 inches (152 min) into the required dimensions of the window well. 8310.2.1 Means of Egress Stairways. ramps. exterior exit balconies, hallways and doors shag comply section 311 13. Attachment. Rem exterior exit balconies. stairs and sirivUr exit facilities shall be positively anchored to the primary structure to resist both vertical and lateral forces. Such attachrrient shall not be accomplished by use of toenails or nails subject to withdrawal. R3112.1 14. Under stair protection. Enclosed accessible space mender stairs shag have wails, under stair surface and any soffits protected on the endosed side with 1124nch (12.7 mm) gypsum board. R31122 15. Hallways. The n>frhi mxn width of a ha" shag be not less than 3 feet (914 mrnj R311.3 16. Exit door required. • Not less than one exit door c nkwming to this section shag be provided for each dweling unit. The required exit door shag provide for die# access from the habitable portions of the dwelling to the exterior vA#x d requ i&V travel through a garage. Access to habitable lei not halving an exit in accordance with this section shag be by a ramp in accordance with Section R311.6 or a stairway in accordance with Section 8311.5. R31IA • Door type and size. The required exit door shat; be a side hinged door not less than 3 feet (914 min) in width and 6 feet 8 inches (2032 mm) in height. Other doors shat not be required to eormply with these mirftum dimensions. 311.42 • Landings at dr. ors. There shall be a floor or i oft on each side of each exterior door. Exception: Where a stairway of two or fewer risers is located on the exterior side of a door, other than the required exit door, a bridbig is not required for the exterior side of the door. The floor or iarxbV at the exit door required by Section R311.4.1 shag not be more than 1.5 incites (38 mm) lower 11m the top of the thireshoid. The Boor or landing at exterior doors other than time exit door required[ by Secbon R31 I A.1 shall not be required to 000mpiy with this iegclredrormt but sh have a rise no greater than that permMed in Section R311,5.3. Exception: The lancing at an exterior doorway shall not be more than 7 314 Ihches (196 mm) below the top of time Oreslald, provided the door, otter Oran an exterior sforrn or screen door does not swing over the fand'arhg. • The vndth of each Isndlrhg shag not be less Oran the door served_ Every lancing shat have a mwarnum dimension of 36 inches (914 .mm) measured in the direc5on of arvM. 83111.4.3 • Type of lock or latch. All egress doors shag be readily openable Fromm the We from which egress is to be made without the use of a key or special lair a4edge or effaL R311.4.4 Toilet, Bath and Shower Spaces 6. Tub and Shower Requirements - - Tub and showerwag shag be finished with a nonabsorbent surface and shall extend to a height of not less than 6' above the finished floor. Show walls shag be finished in accord MM with Section R702.4. Section R702.4 gypsum backer. Gypsum board used as a backer for ceramic tie or other non - absorbent material shag conform to ASTM 0630 or C 1178. Wawr- resistant gypsum backing board is permitted on ceilings where framing spaci .g does not exceed 12 inches I OP. center for !: inch Glick or 16 inches for 5M inch thick. 8307 Limitations. Water - resistant gypsum backing board shah not be used in the following locations: 1. Over a vapor retarder in a shower or bathtub compartment. 2. Whom there wifl be detect exposure to water, or in areas subsea to continuous high humidity. , R702.42 and R702.4.3 7. Water closet Requirements Figure R307.2 IRC- The water closet shag have 15 inches dear from the center line of the stool to the * The water closet shall have a minimum 21 clearance in front of the stool Glazing 8. Identification. - Except as hx.Sw ed in Section 11308.1.1. each pane of glazirog installed in hazardous locations as defined in Section 8308A shag be provided with a mamdbckxWs or installer label, d6sigW&V the type and thickness of glass and" safety gb=V standard with which it complies which is visible in the final instagaton. The label shag be add etched, sa )iasted. cerawacAred. massed mark, or shag be of a type Mulch once applied cannot be rerroved %`about being destroyed. Exceptions: 1. For other than tempered glass. labels may be omitted prodded the burl ft official approves the use of a centiate, affidavit or ofier evidence - con firm n9 complFance with this code. ; 2. Tempered spandrel gloss m8y be iderhtifed by One mhanuftclurer with a removable paper label. R308.1 • ir e ;, Stairways - Design Parameters. 17. Stairway design parameters • Width. Stairways shall not be less than 36 Inches (914 mm) In clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairway and the minimum dear width of the stairway at and below the handrail height, Including treads and landings, shall not ' be less than 31.5 Inches (787 mm) where a handrail Is installed on one side and 27 (698 mm) where handrails are provided on both sides. Exception: The width of spiral stairways shall be In accordance with Section R311.5.8. R311.5.1 • Headroom. The minimum headroom In all parts of the stairway shall not be less than 6 feet 8 Inches (2036 mm) measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. R311.5.2 ■ Riser height. The maximum riser height shall be 7 314 inches (196 mm). - The riser shall be measured vertically between I leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more I than 318 Inch (9.5 mm). R311.5.3.1 ■ Tread depth. The minimum tread depth shall be 10 Inches (254 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The ; greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch (9.5 mm). Winder treads - shall have a minimum tread depth of 10 inches (254 mm) measured as above at a point 12 inches (305) mm from the side where the treads are narrower. Winder treads shall have a minimum tread depth of 6 inches (152 mm) at any point. Within any flight of stairs, the greatest winder tread depth at the 12 inch (305 rim) walk line shall not exceed the smallest by more than 318 Inch (9.5 mm). R311.5.3.2 I ■ Profile. The radius of curvature at the leading edge of the tread shall be no than 9116 inch (14.3 mm). A nosing not less than 3/4 inch (19 rinm) but not more than 1 114 inch (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 inch (9.5 mm) between two stories, Including the nosing at the level of floors and landings. Beveling of nosing shall not exceed 112 Inch (12.7 mm). Risers shall be vertical or sloped from the underside of the leading edge of the tread above at an angle not more than 30 (0.51 rad) degrees from the vertical. Open risers are permitted, provided that the opening between treads does not permit the passage of a 44nch diameter (102 mm) sphere. Exceptions: • 1. A nosing is not required where the tread depth is a minimum of 11 inches (279 mm). 2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm) or less. . R311.5.3.3 18. Landings for stairways. There shall be a4loor or landing at the top and bottom of each stairway. Exception: A floor or landing Is not required at the top of an Interior flight of stairs, provided a door does not swing over the stairs. A flight of stairs shall not have a vertical rise greater than -12 feet (3658 mm) between floor levels or landings. The width of each landing shall not be less than the stairway served. Every landing- shalt have a minimum dimension of 36 inches (914 mm) measured in the direction of travel. R311.5A 19. Stairway walking surface. The walking surface of treads and landings of stairways shall be sloped no steeper than one unit i vertical in 48 inches horizontal (2- percent slope). R311.5.5 ' 20. Handralls. Handrails shall be provided on at least side of each continuous run of treads or flight with four or more risers. R311.5.6 • Height. Handrail height measured vertically from the sbped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm).R311.5.6.1 . : - i • Continuity. Handrails for stairways shall be continuous for the full length of the flight, from a point tillrectly above the top riser of the flight to a point directly above lowest rimer of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminats. Handrails adjacent to a wall shall have a space of not less than 1 112 inch (38 mm) between the wall and the handraits. Exceptions: 1. Handrails shall be permitted to be interrupted by a newel post at the turn. 2. The use of a volute, lumout, starting easing or starting newel shall be allowed over the lowest tread. R311.5.6.2 • Handrail grip size. AN required handrails shag be of one of the following types or provide equivalent graspability. 1. Type L Handrails with a circular cross section shall have an outside diameter of at least 1 114 inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular it shaft have a perimeter dimension of at! least 4 inches (102 mm) and not greater than 6114 inches (160 mm) with a maximum cross section of dimension of 2114 inches (57 mm). - 2. Type II. Handrails with a perimeter greaten than 6 114 inches (160 mm) shall provide a graspable finger recess[ area on both sides of the profile. The finger recess shall begin within a distance of 314 inch (19 mm) measured vertically from the tallest portion of.the profile and achieve a depth of at least 5116 inch (8 mm) within 718 inch (22 mm) below the vivkW portion of the profile. This required depth shall continue for at least 318 inch (10 mm) to a level that is not less than 1 314 inches (45 mm) below the tallest portion of the profile. The minimum width of the I handrail above the - recess shall be 1 114 inches (32 mm) to a maximum of 2 314 inches (70 mm). Edges shall have a minimum radius of 0.01 inches (0.25 mm). R311.5.6.3 21. Illumination. All stairs shah be provided with Illumination in accordance with Section R303.6. R311.5.7 See #4 22. Special stairways. Circular stairways, spiral stairways, winders and bulkhead enclosure stairways shall comply with all requirements of Section R311.5 except as specified below. 831 1.5.8 ■ Spiral stairways. Spiral stairways are permtted, provided the minimum width shag be 26 inches (660 mm) with each tread having s a _ 7 71 112- inches (190 mm) minimum ' tread depth at 12 inches from the narrower edge. Alf treads shag be identical and f�1�J be no nWXp_ %M A 4 M 7...•h..... J7A 4 i4 Msrisrwrtt fi e�oo rn c��eel;6�i�w � C � � irwt► Foundations - Strength of Concrete. 32. Strength of concrete shall be 25W psi. for concrete not exposed to weather except for garage floor slabs. 33. Strength of concrete shall be 3000 psi for concrete exposed to weather, garage floor slabs, carport floor slabs and porches per Table R402.2 Foundations- Footings 34: General. Ag exterior wails shag be supported on con � solid or luny grouted masonry or concrete footi wood foundations, or other approved s systems which shag be ofsttfficient to transmit the resulting bads to the son within the Imitations as determined ch arac t e lo of the sog�� to Section be and supported on undisturbed natural sons or engineered 11111.11403.1 n9 be 35. Foundation construction - Seismic Zone D - IBC Table 1805.5(5) as revised by King County: Concrete and masonry foundation walls. (See attached table.) Table 1805.5(5) Seismic Zone D - Concrete and Masonne Foundation Walls' For Sin le Fami And Du ex Residential occu pancles and Pdvate Garage occupa ncies only. a• g Minimum Wall Tmax][mum Wall I Maximum Minimum Vertical Minimum Horizontal Thickness C Height (fLf I Unbalanced Backfin I Reinfor+cemene I Reinforcement! I ow" OOD�ED f�R aoeanhrcn JM 2 4 ZOO yOfTukWU 6 4' 6 4 . 94 @ 48' O �. 8' g - 5' #4 @ 48' O.C. #4 @ 48' O.C. 8' g' 8 . #4 @ 16 O.C. #4 @ 48 O.C_ 8' g g . v #4 @ 1r o.C_ #4 @ 48' O.C_ Footnotes: , DC6 20 1. A design in vAl h pracom shaiitie pmvided when arty of fie kg&Aing e)ost: subject b &Awstabc pressure fr+cm gr+ouri b. Walls swooning more than 48' of cahbalanced bWA 1110i do not have permanent lateral at the trop and bottom_ lkat; Wised backfti height is the woe in t+hftk of the exterior &i0 interior Irish around levels` 2 The floordiaphragm shall be completed bet= bacddingor the ioun0ali mwab suffipenpy braced b prevent damage by the ba". 3. This table is not khtended to prevent iempwakire and shrinkage cracks. Rdriforcirig steed shall be placed on tension side of the watt and provided riot less therm 3� dxaMet tan the face of the wa6 In conazle castagakW eartlh airifo dog shall be placed a minimum of 3 incites from the sod_ 4. Mortar shat be type M er S and masanysha>f be raid in nnmWg bond. 5. VVA heWd is me-auxed as the verecai drsbnm from the top of the wai b the top cat the footing. & All bob& m shah [ndkide (2) 24 r+eber at the top of the wa and (2) 94 in the boltan of fie footing, conlirwous hociizonfal reiaifor+dshg. 7. Time disEarice tram the face dxf tine sou side aE Omewafs b the oESi>;er of vestiral reiNoroermerd shall be at least 5 iricties "sh an 8�idi v►211. 6 Whim braced vat pates are supported drec ty on ooritirmys foumdAmr,, thhe Will sR plate shall be anchored b the foundation as f ios. The wood sole plate and woot! sill plate shall be anctrored b Iha kur daion%A anchor bobs spaced a maxkrnurn of 6 feet on oar Wv here the delight of the ta_ibaianeed fib does not and 5 felt The a odWbotes shat be spaced s rmao6rm m c,f 2 Won center where the height of the uibamneed beaN exceeds 5 feet There shat be a nirimm of two bobs per plate seam Soils 0a0 be at least % iii dh in diarrnebw and sha3 exterhd a minimum of 7 khches 'sib nnasoriry or Conciliate` A nut and 3116v x 2'k r washer "be fagl.. t" M each bolt b time prate (Section 23063 MQ 8400.1.6 lrhterrmedn M Resideniat Code.) 9. The praorisiahs Of this table may be applied b GraW R-3 and Group U oowpendes, acct WaxXises as defined in Sec6cn 202 k tasnataor at ResidanOal Code. F: f REC_1:;:D CJT.fr.� 6 _.AA 9 r 36. Minimum size of footings. Minimum sizes shall be as set forth In Table 403.1 and Figure 403.1(1) as revised In King Co...... Spread footings shall be at least 6 inches in thickness. Footing projections shall be at least 2 Inches In thickness and shah not exceed the thickness of the fooling. R403.1.1 TABLE 403.1 (KC) FOUNDATIONS FOR STUD BEARING WALLS°' b. ` NUMBER OF STORIES SUPPORTED BY THE FOUNDATION THICKNESS OF -' .FOUNDATION WALL {INCHES) d WIDTH OF FOOTING CONVENTIONAL LIGHT- FRAM CONSTRUCTION INCHES 4" VENEER OVER LIGHT FRAM OF 8" HOLLOW CONCRETE MASONRY 1-Story 8" 12" 12" 2 -Story 8' 12" 16" 3 -Story 8" - - 17 -- 24" Footnotes: a. All exterior footings shall be placed at least 12' (305 mm) below the undisturbed ground or below the frost depth. whichever is deeper per Section R403.1.4. b. Seismic conditions: Interior footings supporting bearing or tracing walls and cast monolithically with a slap on grade shall extend to a depth of not less than 18" below the top of the slap per Section R403.1.4.2. c. When braced wall panels are support directly on continuous foundatlws, the was shl place shall be anchored to the foundation as follows: > The wood sole plate and wood sgl plate shall be anchored to the foundation with anchor bolts spaced a maximum of 6! (1829 mm) on center. A There shall be a mini n um of two bolts per plate section. > Bolts shah be at least W (12.7 mm) in diameter and shag extend a minimum of T (178 mm) into or concrete. A nut and washer shall be tightened on each bolt to the plate Section R403.1.6. d. Wall thickness may be 6" where wall height does not exceed 46. 37. The size of footings supporting piers and columns shall be based on the tributary load and allowable soll pressure In accordance with Table R401 A.I. R403.1.1 TABLE 404.1.1 (20) CONCRETE AND MASONRY FOUNDATION WALLS'' b, a r, n FOR SINGLE FAMILY AND DUPLEX RESIDENCES MINIMUM WALL THICKNESS MAXIMUM WALL HEIGHT (FT)* MAXIMUM UNBAL FILL (FT.) MINIMUM VERTICLE REINFORCING MINIMUM HORIZONTAL REINFORCING 6" 4'W 4' #4 @ 4W oc 12 2 8" 9' 5' #4 @ 4 oc #4 @ 41r oc 8" 9' 8' #4 @ 16" 00 #4 @ 487 oc W 9' 9' #4 @ 12" ocP #4 @ 48' oc Footnotes: a. A design in accordance with accepted engineering practice shy be provided when any of the following exist: subject > wags are bject to hydrostatic pressure from groundwater. > walls supporting more than Qr of unbalanced badM that do not have permanent lateral support at the top and bottom. Unbalanced baddi l height is the difference in height of the exterior and interior finish ground levels. b. The floor diaphragm shag be completed before badMV or the bmidatim wag sufficiently braced to pr+averit damage by the bads ill. Q This table is not Intended to prevent temperature and shrinkage cracks. Reinforcing steel shah be placed on tension side of the wall and Provided not less than' /: cover from the face of the wall. to concrete cast against earth reinforcing shall be paced a minimum of 3" from the soil. d. Mortar shag be type M or S and masonry shall be hand in nunnhg bond. e. Wall height Is measured as the vertical distance from the top of the wall to the top of the footing. f. Ali foundations shag include (2) #4 rebar at the top of the wall and (2) #4 in the bottom of the footing, continuous horizontal reinforcing. g. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least 5 . h. When traced wall panels are support directly on continuous foundations. the wall sill place shall be anchored to the foundation as follows: > The wood sole plate and wood sill plate shall be anchored to the foundation with anchor trolls spaced a maximum of 6' (1 829 mm) on center. > There shag be a nftnurn of two bolts per plate section. > Bolts shall be at least W (12.7 mmj in diameter and shah extend a minimum of 7" (178 mm) into masonry or concrete. A nut and washer shall be tightened on each bolt to the plate Section R403.1.6. 38. Minimum depth. All exterior footings shall be placed at least 12 inches below the undisturbed ground -and shall..... extend below the frost line specified in Table R301.2(1). R403.1A 39. Stepped Footings - Slope. The top surface of footing shad be level. The bottom surface shall not have a slope .exceeding one unit vertical in 10 units horizontal. Footings shag be stepped where it is necessary to change the elevation of the top surface of the footings or where the slope of the bottom surface of the footings will exceed one unit vertical in ten units horizontal. R403.1.5 40. Posts, poles, and columns. Posts, poles and columns supporting permanent structures that are embedded in concrete in direct contact with the ground or embedded in concrete exposed to the weather shall be approved pressure preservative treated wood suitable for ground contact use. R319.1.3 41. Footings on or adjacent to slopes. The placement of buildings and structures on or adjacent to slopes super than 1 unit vertical in 3 units horizontal (33.3 - percent slope) shag eonfOrm to Sections R403.1.7.1 through R403.1.7A. R403.1.7 ■ Building clearances from ascending slopes. In general, buildings below slopes shag be set a sufficient distance from the slope to provide protection from slope draamage, erosion and shallow faiilures. Except as provided in Section R403.1.7 -4 and Figure R403.1.7.1, the following criteria will be assumed to provide this protection. Where the existing slope is steeper than on unit vertical in one unit horizontal (1001ereent slope). the toe of the slope shall be assumed to be at the intersection of a horizontal plane drawn tangent to the slope at an angle of 45 degrees to the horizontal. Where a retaining wall is eonsWded at the toe of the sbpe, the height of the slope shall be measured from the top of the wag to the top of the slope. R403.1.7.1 • Footing setback from descending slope surfaces. Footings on or adjacent to slope - surfaces shag be founded in material with an embedment and setback from the slope surfam sufficient to provide vertical and lateral support for the footing without detrimental settlement. Except as provided for in Section R403.13A and Figure 11403.1.7.1, the following setback is deemed adequate to meet the criteria: Where the slope is steeper than one unit vertical in one unit horizontal (100 - percent slope), the required setback shag be measured from an imaginary plane 45 degrees to the horizontal, projected from the toe of the slope. R403.1.7.2 Foundations - Drainage 42. Concrete or masonry foundations. Drains shag be provided around all concrete or masonry foundations that retain earth and enclose habitable or usable spaces located below grade- Drain age ties, gravel or crushed stone drains, pedarated pipe or other approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. Gravel or crushed stone drains shag extend at least 1 foot (305 mm) beyond the outside edge of the footing and 6 inches (153 nun) above the top of the footing and be covered with an approved filter membrane material_ The top of open joints of drain tiles shall be protected with ships of buiding paper, and the drainage ties or perorated pipe shag be placed on a minimum of 2 inches (51 mm) of washed gravel or gushed rock at least one sieve size larger than the the pint opening or perforation and covered with not less than 6 lhches (153 mm) of the same material. Exception: A drainage system is not requited when the foundation is k%statled on well - drained ground or sand greived mixture sons 30" &m to the Unified Soil Classfiration System, Group 1 Soils. as detailed in Table 8405.1. [Need to add note re drainage uiteria from title 9) R405.1 Foundation Waterproofing and Dampproofing s Foundations - Columns 44. Woo_ d columns shall be approved wood of natural decay resistance or approved pressure preservatively treated wood. Exceptions: 1. Posts or columns which are either exposed to the weather or located in basements or cellars, supported by piers or metal pedestals projecting 1 Inch (25.4 mm) above the floor or finished grade and 6 inches (152 mm) above exposed earth, and are separated therefrom by an approved impervious moisture barrier. Structural requirements. 2. Posts or columns in enclosed crawl spaces or unexcavated areas located within the periphery of the building, supported by a concrete pier or metal pedestal at a height greater than 8 inches (203mm) from exposed ground, are separated therefrom by an impervious moisture baffler. R407.3 45. The columns shall be restrained to prevent lateral displacement at the bottom end. Wood columns shall not be less in nominal size than 4 inches by 4 Inches (102 mm by 102 mm) and steel columns shall not be less than 3-inch-diameter (76 mm) standard pipe or approved equivalent 8319.1 A Foundations - Under Floor Space 46. The under -floor space between the bottom of the floor joists and the earth under any building (except space occupied by a basement or cellar) shall be provided with ventilation openings through foundation walls or exterior wails. The minimum net area of ventilation openings shall not be less than 1 square foot for each 150 square feet (0.67 m2for each 100 m2) of under -floor space area. One such ventilating opening shall be within 3 feet (914 mm) of each corner of said building. R408.1 Floors - Wood Floor Framing 47. Decks. Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and - designed for both vertical and lateral loads as applicable. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal, Where positive connection to the primary building structure cannot be verified duff inspection, decks shall be self - supporting. = For decks with cantilevered framing members. connections to exterior walls or other framing members, shalt be designed and constructed to resist uplift resulting from the full live load specified in Table R301 A acting on the cantilevered portion of the deck. R502.2.1 48. Overflow drains and scuppers. Where roof drains are required, overflow drains having the same size as the roof drains shall be installed with the Inlet flow line located 2 inches (51 mm) above the low point of the goof, or overflow scuppers having three times the size of the roof drains and having a minimum opening height of 4 inches (102 mm) shall be installed in the adjacent parapet walls with the inlet flow located 2 inches (51 mm) above the low point of the roof served. The Installation and sizing of overflow drains, leaders and conductors shall comply with the Intematlonal Plumbing Code. Overflow drains shall discharge to an approved location and shall not be connected to roof drain lines. R903.4.1 49. Joists under bearing partitions. Joists under parallel bearing partitions shall be of adequate size to support the load. Double joists, sized to adequately support the load, that are separated to permit the installation of piping or vents shall be full depth solid blocked with lumber not less than 2 inches (51 mm) in nominal thickness spaced not more than 4 feet (1219 mm) on center. Bearing partitions perpendicular to joists shall not be offset from supporting girders, walls or partitions more than the joist depth unless such joists are of sufficient size to carry the additional load. R502A 50. Drilling and notching. Structural floor members shall not be cut, bored or notched in excess of the limitations specified in this section. See Figure R502.8 Floor - Floor Sheathing 56. Subfloor and combined subfloor undedayment. Where used as subfloodng or combination subfloor undedayment, wood structural panels shall be of one of the grades specified in Table R503.2.1.1 (1). When sanded plywood is used as combination subfloor undedayment, the grade shall be as specified in Table R503.2.1.1 (2). R503.2.1.1 57. Lateral restraint at supports. Joists shall be supported laterally at the ends by f "epth solid blocking not less than 2 Inches (51 mm) nominal in thickness; or by attachment to a header, band, or rim joist, or to an adjoining stud; or shall be otherwise provided with lateral support to prevent rotation. Exception: In Seismic Design Categories D1 and D2, lateral restraint'shall also be provided at each intermediate support. R502.7 58. Bridging. Joists exceeding a nominal 2 inches by 12 inches (51 mm by 305 mm) shall be supported laterally by solid blocking, diagonal bridging (wood or metal), or a continuous 14nch -by -34nch (25.4 mm by 76 mm) strip nailed across the bottom of joists perpendicular to joists at intervals not exceeding 8 feet (2438 mm). R502.7.1 59. Construction. Joists in wood basement floors shall bear tightly against the narrow face of studs in the foundation wall or directly against a band joist that bears on the studs. Plywood subfloor shall be continuous over lapped joists or over butt joints between inline joists. Sufficient blocking shall be provided between joists to transfer lateral forces at the base of the end walls into the floor system. R504.1.2 Wall Construction - General 6o. Wall construction shall be capable of accommodating all bads Imposed according to Section R301 and of transmitting the resulting loads to the supporting structural elements. R601.2 Wall Construction - Wood Wall Framing 61. Identification. Load- bearing dimension lumber for studs, plates and headers shag be identified by a grademark of a lumber grading or inspection agency that has been approved by an accreditation body that complies with DOCPS 20. In lieu of a grade mark, a cerbf' cation of inspection issued by a lumber grading or inspection agency meeting the requirements of this section shall be accepted. R602.1 62. End4ointed lumber. Approved end-jointed lumber identified by a grademark conforming to Section R602.1 may be used interchangeably with sold -sawn members of the same species and grade. R602.1 .1 63. Structural glued laminated! timbers. Glued laminated timbers shall be manufactured and identified as required in AIfC A190.1 and ASTM D3737. R602.1.2 64. Studs shall be a minimtmn No. 3, standard or stud grade lumber. Exception: Bearing s tuds not supporting floors and 'n onbearing s tuds in ay be utility grade lumber, provided the studs are spaced in aecotdance with Table R6023(5). R602.2 65. Exterior walis of woodframe construction shag be designed and constructed in accordance with the provisions of this chapter and Figures 86023(1) and R602.3(2) or in accordance with AF &PA.s NDS. Components of exterior walls shall be fastened in accordance with Table R602.3(1) through tcouc.s141. txwmr walls covered with foam plastic sheathing shall be braced in accordance with Section R602.10. Structural sheathing shall be fastened directly to structural framing members. 8602.3 66. The size, height and spacing of studs shall be in accordance with Table R602.3.(5). Exceptions: 1. UbTdy grade studs shall not be spaced more than - 16 inches (406 mm) on center, shall not support more than a roof and ceiling, and shag not exceed 8 feet (2438 min) in height for exterior wags and load-bearing wags or 10 feet (3048mm) for interior nonload- bearing wags. 2. Studs more than 10 feet (3048 ran) in !might which are in accordance with Table 8602.3.1. R602.3.1 67. Wood stud walls shag be capped with a double top plate installed to provide ov partitions. End joints in top plates shag be offset at least - 24 inches (610 mm). be a nominal 2 nominal with bearing and have a width at least equal to the width of the studs. Exception: A single top plate may be installed in stud wags. provided the pWe is adequately tied at joints, comers and intersecting wags by a minimum 34nchby -64 nch by a 0.03644 h-dit (76 mm by 152 mm by G.9'l4 mrn) galvanized steel plate that is nailed to each wag or segment of wag by slot 8d nags on each side, provided the rafters or joists are centered over the studs with a tolerance of no more than 1 inch (25.4mm). The top platy may be omitted over lintels that are adequately tied to wag sections with steel plates or equivalent as Weviausiy described. 8602.32 68. Where joists, trusses or rafters are spaced more than 16 mcnes (406rnm) on center and the bearing studs below are spaced 24 inches (610 mm) on center, such rnembas shall bear within 5 inches (127 mm) of the studs beneath. Exceptions: 1. The lop plates arse two 24nch by 64ncl (38 mm by 140 nun) or two 34 nch by 44nch (64 mm by 89 mm) members. 2. A third top plate is kwAaled. 3. Solid bloddng equal in size to the skids is installed th reinorce the double top plate. 8602.3.3 69. Studs shall have full bearing on a nominal 2 by (38 min) or larger plate or sib having a width at least equal to the width of the studs. R602.3.4 70- interior load bearing walls or exterior walls • kderior load - bearing walls shaft be constructed, haired and Webbcked as specified for exterior wafts_ R602.4 • AN exterior waft shall be braced in accordance with ft section. In adclilSon, interior braced wall lines shaft be provided in accordance vinih Seckon 1 02 .10.1.1. For bd&liings in Seismic Design Categories D11 and D2. wags sha8 be constnxied in aocorda!hoe with the additional wq ements of 8602.10.9. RWZ10.11 and R502.11. R602 - 71. Braced wail lines shall consist of braced wall panel oonskuction me#rods in accordance with Seclol 12"2802.10.3. The amours and location of bracing shall be in accordance wish Table R602.10.1 and the amount of bracing shaft be the greater of gnat acquired by the Seismic Design Category or the design wind speed. Braced wall panels slraq begin no more than 12.5 feet (3810 mm) from each end of a braced vial ire. Braced was panels that are counted as part of 2 brayed watt line shaO be in line, except that offsets out[f -plane of up is 4 feet (1219 mm) shat be permitted prodded that the brat out- tc-out o€loef dimension in am7 braced wag fi is rat more than 8 €eet (2438 mm). A designed aolbcllor shwa be provided if Ste bracing begins more than 12 feet (3658 nun) froi7m each 00 a listed wail fine. R062.10.1 72. Bracing In Seismic Design Categories 61 and D2. Structures located In $slim - EVis - ga Categories D1 cirri D2 ---- provided with exterior and interior braced wail lines. Spacing between braced wall lines In each story shall not exceed 25 feet (7620 mm) on center in both the longitudinal and transverse directions. Exception: In one- and two -story buildings, spacing between braced wall lines shall not exceed 35 feet (10 363 mm) on center in order to accommodate one single room not exceeding 900 square feet (83.61 m2) In each dwelling unit. The length of wall bracing in braced wall Imes spaced greater or less other than 25 feet (7620 mm) apart shall be the length required by Table R602.10.1 multiplied by the appropriate adjustment factor from Table R602.10.11. Exterior braced wall lines shall have a braced wall panel located at each end of the braced wall line. Exception: For braced wall panel construction Method 3 of Section R602.10.3, the braced wall panel shall be permitted to begin no more than 12 feet (3810 mm) from each end of the braced wall line provided one of the following is satisfied: 1. A•minlmum 24- inch -wide (610 mm) panel Is applied to eadh side of the building comer and the two 24 -inch -wide (610 mm) panels at the comer shall be attached to framing in accordance with Figure R602.10.5 or, 2. The end of each braced wall panel closest to the corner shall have a tie -down device fastened the stud at the edge of the braced wall panel closest to the comer and to the foundation or framing below. The tie -down device shall be capable of providing an uplift allowable design value of at least 1,800 pounds (816.5 kg). The tle -down device shall be Installed In accordance with the manufacturer's recommendations. A designed collector shall be provided if the bracing is not located at each and of a braced wall line as indicated above or more than 8 feet (2438 mm) from each end of a braced wall line as Indicated in the exception. R602.10.11 73. Braced wall panel sole plates shall be fastened to the floor framing and top plates shall be connected to the framing above In accordance with Table R602.3(1). Sills shall be fastened to the foundation or slab in accordance with Sections R403.1.6 and R602A 1. Where joists are perpendicular to the braced wall lines above, blocking shall be provided under and in line with the braced wall panels. R602.10.8 74. Interior braced wail support In one -story buildings located In Seismic Design Category D2, interior braced wall lines shall be supported on continuous foundations at intervals not exceeding 50 feet (15 240 mm). In two story buildings located in Seismic Design Category D2, all Interior braced wall panels shall be supported on continuous foundations. Exception: Two-story Buildings shall be permitted to have interior braced wall lines supported on continuous foundations at intervals not exceeding 50 feet (15 240 mm) provided that 1. The height of cripple walls does not exceed 4 feet (1219 mm). 2. First-floor braced wall panels are supported on doubled floor joists, continuous blocking or floor beams. 3. The distance between bracing lines does not exceed twice the building width measured parallel to the braced wall fine. R602.10.9 75. Where a building, or portion thereof, does not comply with one or more of the bracing requirements in this section, those portions shall be designed and constructed in accordance with accepted engineering practice. R602.10.10 76. Fireblocking required. • Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space: Fireblocking shall be provided in wood -frame oons#uctloh In the following locations. 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows: 1.1. Vertically at the ceiling - and floor levels. 1.2. Horizontally at intervals not exceeding 10 feet (3048 mm). 2 . At All intAt mnnAdinn_C hAtwAAtn etnnr -AolPd VArrl %2I anrt IWnr17nnf71 QnaroQ a.r.•h% e- #%A'.i.. ifii.n ..nil!...... -^ structural panels with joints backed by 2=2-Inch (19.8 mm) wood structural panels or one thickness of 314 -inch (19.1 mm) particleboard with joints backed by 314 -inch (19.1 mm) particleboard,1124nch (12.7 mm) gypsum board, or 114 -inch (6.4 mm) cement -based millboard. Batts or blankets of mineral wool or glass fiber or other approved materials Installed In such a manner as to be securely retalned in place shall be permitted as an acceptable fire block. Batts or blankets of mineral or glass fiber or other approved non -rigid materials shall be permitted for compliance - with the 10 foot horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. Loose -fill insulation material shag not be used as a fire block unless specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard Me spread of fire and hot gases. R602.8.1 = Unfaced fiberglass bait insulation used as fireblocdng shall fill the entire cross section of the wall cavity to a minimum height of 161 riches (406 m m) measured vertically. When p !ping, conduit or s i nilar obstructions are -e nco untered, the Insulation shall be packed tightly around the obstruction. R602.8.1.1 ■ Fireblocking Integrity - The integrity of all freblodks shall be maintained. R602.8.1.2 77. Foundation cripple walls shall be framed of studs not less in size than the studding above. When exceeding 4 feet (1219 mm) in height such walls shall be framed of studs having the size required for an additional story. Cripple walls with a stud height less than 14 inches (356 mm) shag be sheathed on at least one side with a wood structural panel that is fastened to both the top and bottom plates In accordance with Table R602.3(1), or the cripple walls shall be constructed of solid blocking. Cripple walls shall be supported on continuous foundations. R602.9 TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESS iN SEISMIC DESIGN CATMORIPS A- R_ C Amn mb c HEIGHT (feet) O ON- CENTER SPACING inches) 24 16 12 8 Supporting a roof o onl >10 2 2x4 2 2x4 2 2x4 2 2x4 12 2 24 2 2x4 2 2x4 2 2x4 14 2 2x6 2 2x6 2 2x6 2 2x4 16 2 2x6 2 2x6 2 2x6 2 2x4 18 N NA' 2 2x6 2 24 2 2x6 20 N NA W W 2 2x6 2 2x6 24 - N NA N NA N NA 2 2X6 Supporting one floor a and a roof >10 2 2x6 2 2x4 2 2x4 2 2x4 12 2 2x6. 2 2x6 2 2x6 2 2x4 14 2 2x6 2 2x6 2 2x6 2 2x6 16 N NA! 2 2x6 2 2x6 2 2x6 18 N NA 2 2x6 2 2x6 2 2x6 20 N NA N NA' 2 2x6 2 2x6 24 N NA' . N Na N NA e 2 2x6 Supporting two f floors and a roof >10 2 2x6 2 2x6 2 2 2 2x4 12 2 26 2 2x6 2 2x6 2 2x6 14 . .24 2 2x6 2 2x6 2 2x6 16 N NA' N NA! 2 2x6 2 2x6 18 N NA N NA 2 2x6 2 2x6 20 N NA H HAa N Na 2 2x6 22 N NA N NA' N NA N NA 24 N NA N NA' N NA N NA! For SI: 1 inch = 25A m mm- T MM = 3A4_R min_ •1 mxmd npf snmrra front = n_111479 k kwm 1 pound per square inch = 6 895 kPa 1 mih . per hour =1.609 kmfh. a. Design requked. b. Appia0 ty of this table assumes the Mm": Snoar load not exceedsg 25 psf. A& not less Oran 1310 psi del ak" by m llipift the AF&PA MS tabular base design value by the repeNve use bc1m. and by the size factor for all species except soullhem pine. E not less Ilan 1.6 ley 10 psk bftAwydmensions for floors and roof not exeeedwg 6 feet, maodirri m span for floors and roof not exceeding 12 feet, eaves not greater than 2 W in dimension and exterior sheaiimg. Where In cond6ans are no wAdn these parameters, design is required. c. UNty. standard. stud and No 3 grade lumber of any species are not perriMed. TABLE [2602.3(5) S 17E_ NP[GNT AWn SPAd WrZ CW WWnnn -Ti nto BEARNO WALLS - - - NON - BEARING WALLS t maodmum spacing Madfluffn spacing when Nlaxirnum i when 9 supporting spacing La twauy Madam � ST (inch") wh , u PPa�d sup�porfing fl � otter urrsupport+ed rig j stud woof and one floor. feat roof and sWpporbing stud unctles (feet) and ceTirg one floor (test} f ) i [M f ) °rely onhr f ) 2 x . - - - -- - 10 16 2 x 4 10 24 16 - 24 14 24 3 x 4 10 24 24 16 24 14 24 2x5 10 24 24 - 24 16 24' 2x8 10 24 24 16 24 20 24 rvr W. I ff=1= M 4 an . REVI�INED �FOOM Ado ^ JAN 2 4 2006 y Of Tukwila ai m n0i nr ;TCfnNl Do5wva,z7 F its, _0 PEFcW Y CE W , ER a. listed heft are distances between points of lateral support placed Punter b the pane of the wa& bxreases in urta"orted height are pa Aft ;by. b_ SNA not be tried in exiee" waits. S E -AAA rvr W. I ff=1= M 4 an . REVI�INED �FOOM Ado ^ JAN 2 4 2006 y Of Tukwila ai m n0i nr ;TCfnNl Do5wva,z7 F its, _0 PEFcW Y CE W , ER a. listed heft are distances between points of lateral support placed Punter b the pane of the wa& bxreases in urta"orted height are pa Aft ;by. b_ SNA not be tried in exiee" waits. S E -AAA TABLE R602.10.1 WALL BRACIN F 0r: I mcn = Za.4 m m, - i uwt = am.0 mm, l pound per square toot = 0.0479 k1Wm mile per hour =1.609 km/h. a. War tracing amounts are based on a soil site class `i r. interpolation of racing amounts betoAeen the S" values associated with the Seismic Design Categories shall be permitted when a site specific S°, va" is determined In accordance with the Section 1615 of the International Building Code. b. Foundation cripple wail panels shall be braced in accordance with Section R602.10.2. c. Methods of bracing shall be as described in Section R602.10.3. The alternate traced wall panels described in Section R602.10.6 shall also be permitted. d. The bracing amounts for Seismic Design Categories are based a-15 psf wall dead load. For walls with a deal load oM psf or less. the bracing amounts shall be permitted to be multiplied by 0.85 provided that the adjusted bracing amount is not less than that required for the site's wind speed. The minimum length of braced panel shall not be less than required by Section R602.10.3. d. When the deal bad of the roof/eetiiitg exceeds 15 psf, the bracing amounts shalt be increased in accordance with Section R301.2.2.4. Bracing required for a site's wind speed shall not be adjusted. TABLE R602.10.5 LENGTH REQUIREMENTS FOR RRAMn watt_ PANRI s IM a nnuTI Ind 1st v sh.hP rslF WAI I o.b LENGTH OF BRACED WALL PANEL (Inches) One story 8 -foot wall Located at each end and at least every 25 feet on 110-foot wall Top of two or three Methods 2, 3, 4, 5, 6, 7 or 8 center but not less than 20% of braced wall line 60 story 32 for Method 3 and 30% of braced wall tine for Category Di 85% 24 Methods 2 4,5,6, or 8. First story of two story 65% Located at each end and at least every 25 feet on (,%<0-83g) I or Second story of three Methods 2, 3. 4. 5, 6, 7 or 8 center but not less than 45 of braced wall line less than 110 story wood for Method 3 and 60% of braced wall line for mph Foam Methods 2, 4 5 7 or 8. NOMINAL. SHEATHIN Located at each end and at least every 25 feet on Fiberboard Gypsum First story of three Methods 2, 3, 4, 5, 6, 7 or 8 center but not less than 60% of braced wall One THICKNESS story panel for Method 3 and 85% of braced wall line for sheathing sheathing Direct io Methods 2, 4, 5 6, 7 or 8. SING MAYERIAL " TREATMENT REQUIRED sheathing Located at each end and at least evey 25 feet on into stud One story � ovofs orb Methods 2 4.5.6.7 or 8 �--'' center but not less than 25% of braced wall line 3 and 40% of b wahlll ne Category D 0.0194 No ,fplMethod, Methods 2.4.5, 6 7 or 8. 0.120 PA 0.120 nag Located at each end and at least every 25 feet on or less than 11 Ifiri-st s cry of two story Methods 2,�3 4.5, 6, 7 or 8 center but not less than f braced wall Itne mph 2 long r long for Malbod 3 ond 75% of braced wall line for Methods 2, 4.5 6 7 or 8.. Cripple walls Method 3 Located at each end and at least every 25 feet on center but not less than 75% of braced wall line. F 0r: I mcn = Za.4 m m, - i uwt = am.0 mm, l pound per square toot = 0.0479 k1Wm mile per hour =1.609 km/h. a. War tracing amounts are based on a soil site class `i r. interpolation of racing amounts betoAeen the S" values associated with the Seismic Design Categories shall be permitted when a site specific S°, va" is determined In accordance with the Section 1615 of the International Building Code. b. Foundation cripple wail panels shall be braced in accordance with Section R602.10.2. c. Methods of bracing shall be as described in Section R602.10.3. The alternate traced wall panels described in Section R602.10.6 shall also be permitted. d. The bracing amounts for Seismic Design Categories are based a-15 psf wall dead load. For walls with a deal load oM psf or less. the bracing amounts shall be permitted to be multiplied by 0.85 provided that the adjusted bracing amount is not less than that required for the site's wind speed. The minimum length of braced panel shall not be less than required by Section R602.10.3. d. When the deal bad of the roof/eetiiitg exceeds 15 psf, the bracing amounts shalt be increased in accordance with Section R301.2.2.4. Bracing required for a site's wind speed shall not be adjusted. TABLE R602.10.5 LENGTH REQUIREMENTS FOR RRAMn watt_ PANRI s IM a nnuTI Ind 1st v sh.hP rslF WAI I o.b LENGTH OF BRACED WALL PANEL (Inches) MAXIMUM OPENING HEIGHT NEXT TO THE BRACED WALL PANEL (% of wall height) 8 -foot wall 9400t: wall 110-foot wall 0.8 48 54 60 100 32 36 40 85% 24 27 30 65% r-ur 0i: I inm = z0.4 mm, l mot = su5 mm . 1 pound per square foot = 0.0479 kN1W a) linear interpolation shall be permitted. b) Rill- height sheathed wall segments to either side of garage openings that support right frame roofs with roof covering dead bads of 3 psf or less shall be permitted to have a 4 .1 aspect ratio. M1 TABLE R602.10.11 ADJUSTMENT OF BRACING AMOUNTS FOR INTERIOR BRACED WALL LINES ACCORDING TO BRACED WALL LINE SPArnmreA BRACED WALL LINE SPACING (feet) MULTIPLY BRACING AMOUNT iN TABLE R602.10.3 BY: 15 less 0.6 20 0.8 25 1.0 30 1.2 35 1.4 r or: r T = wq mm. a) Linear interpolation is permissible. b) The adjustment is limited to the larger spacing between braced wet tines to either side of an ulterior braced wall nine. Roof -- Ceiling Construction -- Wood Roof Framing 82. Rafters shall be framed to ridge board or to each other with a gusset plate as a tie. Ridge board shall be at least 14ndh (25.4 mm) nominal thickness and not less in depth than the cut end of the rafter. At all valleys and hips there shag be a valley or hip rafter not less than 24nch (51 mm) ihominal the and not less in depth than the cwt end of the rafter. Hip and valley rafters shall be supported at the ridge by brace to a bearing partition or be designed to carry and distribute the specific load at that point Where the roof pitch is less than three units vertical in 12 units horizontal (25- percent slope). structural members that support rafters and ceiling joists. such as ridge beams, hips and valleys, shall be designed as beams. R802.3 83. Ceiling joist and rafter connections. Ceiling joists and afters shall be nal'led to each other in accordance with Tables R602.3(1) and R802.5.1(9), and the assembly shall be nailed :o the top wall plate in accordance with Table R602.3(1). Ceft joists shall be continuous or securely joined where they meet over interior partitions and' nailed to adjacent rafters to provide a continuous tie across the building when such joists are parallel to the rafters. R802.3.1 ■ Where ceiling joists are not parallel to rafters, subdooring or metal straps attached to the ends of the rafters shad be installed in a manner to provide a continuous tie across the building, or rafters shag be tied to 1-inch by 44nch (25.4 nun by 102 mm) (nominal) minimum -size cross ties. The connections shall be in accordance with Table R6023 (1) or connections of equivalent capackies shad be provided. Where eefng joists or rafter ties are not provided at the top plate, the ridge formed by these rafters shall also be supported by a girder designed ui accordance with accepted engineering practice. Rafter ties shall be spaced not more than 4 feet (1219 mrn) on center. R802.3 84. Trusses ■ Truss design drawings. Truss design drawings. prepared in eonf xwmice with Section 8802.10.1. shall be prodded 1ii the buildrg official and approved prior to installation. Truss design drawings shall include. at a minimum, the k4ommlion specified below. Tam design drawing shad be provided with the shipment of misses delivered to the job site 1. Slope or depth. span and spacing. 2. Location of all joints. 3. Required bearing widths. 4. Design bads as applicable. 4.1. Top chord I ve bad (1ndt6rng snow- loads). 4.2. Top chord dead load. 4.3. Bottom chord live load. 4.4. Bottom card dead bad. 4.5. Concentrated bads and their points of application. 4.6. Controlling wind and earthquake loads. 5. ACpsstmerft to harbor and joint connector design', values for condidons of use. 6. Each reaction force and direction. 7. Joint connector type and description (e.g., size, thickness or gauge) and the dimensimved location of each joint connector except where located retafhve to the joint interface. 8. Lurnber skM species and grade for each member. 9. Connection requirements for. 9.1. Truss to truss Seder. 9.2. Tins ply to ply 9.3. Fiie6d splices. 10. Calculaied deflection rato a:ndfor mwdrnun description for five and total bad. 11. Maximum axial eonpression forces in the truss members to enable the building desic,)rher b design the size, connect orts and ardwrdge of the permanent c orilkwus lateral bracing. Forces shhail be down on tine buss design drawing or on stspple'Rherhtal documents. 12. Required pedrrrhanennt truss member bracing location. R802.10.1 IF e • Wood trusses shbli be designed in accordance with accepted engineering practice. The design and manufacture of metal plate connected woos} trusses shall comply with ANSI/TP1 1. The truss design drawings shall be prepared by a registered professional where required by the statutes of the Jurisdiction in which the project Is to be constructed in accordance with Section R108A. R802.10.2 • Trusses shall be braced to prevent rotation and provide lateral stability In accordance with the requirements specified in the construction documents for the building and on the individual truss design drawings. in the absence of specific bracing requirements, trusses shall be braced in accordance with TPI/HIB. R802.10.3 • Truss members shall not bd cut, notched, drilled, spliced or otherwise altered in any way without the approval of a registered design professional. Alterations resulting in the addition of load (e.g., HVAC equipment, water heater) that exceeds the design load for the truss shall not be permitted without verification that the miss Is capable of supporting such additional loading. R802.10.4 • Trusses shall be connected to wall plates by the use of approved connectors having a resistance to uplift of not less than 175 pounds (79.45 kg.) and shall be installed in accordance with the manufacturers specifications. For roof assemblies subject to wind uplift*pressures of 20 pounds per sgtiare foot (0.958 kWm2) or greater, as established in Table R301.2(2), adjusted for height and exposure per Table R301.2(3), see section R802.11. R802.10.5 Roof - Ceiling Construction - Roof Sheathing 85. Allowable spans for lumber used as roof sheathing shall conform to Table R803.1. Spaced lumber sheathing for wood shingle and shake roofing shag conform to the requirements of Sections R905.7 and R905.8. Spaced lumber sheathing Is not allowed IFY Seismic Design Category 132. R803.1 86. Wood Structural Panels • Wood structural panels shall conform to DOC PS 1. DOC PS 2 or, when manufactured in Canada, CSA0437, and shall be Identified by grade mark or certificate of inspection- Issued by an approved agency. Wood structural panels shall comply with. the grades specified in Table R503.2.1.1 (1). R803.2.1 • AJI wood structural panels, when designed to be permanently exposed In outdoor applications, shall be of an exterior exposure durability. Wood structural panel roof sheathing exposed to the underside maybe of interior type bonded with exterior glue, Identified as Exposure 1. R803.2.1.1 • The maximum allowable spans for wood structural panel roof sheathing shall not exceed the values set forth in Table R503.2.1.1 (1). R803.2.2. • Wood structural panel used as roof sheathing shall be installed with joints staggered or non- staggered in accordance with Table R602.3(1), or APA E30 for wood roof framing or with Table R804.3 for steel roof framing. R803.2.3 87. The allowable unit stresses for fire- retardant - treated plywood. including fastener values. shall be developed from an approved method of investigation that considers the effects of anticipated temperature and humidity to which the fire - retardant - treated plywood will be subjected, the type of treatment and redrying process. The fire- retardant- treated plywood shall be graded by an approved agency. R803.2.1.2 Roof - Ceiling Construction - Roof Ventilation 88. The nqt free ventilating area of enclosed rafter or attic space shill. be riot less than 11150 of the area of each space to be ventilated. Ventilating opening shall be provided with corrosion - resistant wire mesh with 1W min to Y4* maximum openings. The total area is permitted to be reduced to 11300 provided at least 50% and not more than 80% of the required ventilation area is provided by ventilators located in Me'upper portion of the space to be ventilated at least 3 feet above the save or cornice vents with the balance of the required ventilation provided by eave or cornice vents. As an alternative. the net free cross ventilation area may be reduced to 11300 when a vapor barrier having a transmission rate not exceeding 1 perm Is installed on the warm side_ of the telling. R R806.1, 808.2 Roof - Ceiling Construction - Attic Access 89. An opening not less than 22" x 30" shall be provided to any attic area having a dear height of over 30" and exceeding 30 square feet. A 30' minimum dear headroom shall be provided at or above the access opening. R807 Roof - Assemblies -- Roof Classification 90. Roofs shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in areas designated by law as requiring their use or when the edge of the roof Is less than 3 feet (914 mm) from a property line. Classes A. B and C roofing required to be listed by this section shall be tested in accordance with UL 790 or ASTM E 108. Roof assemblies with coverings of brick, masonry, slate. day or concrete roof tile, exposed concrete roof deck, ferrous or copper shingles or sheets, and metal sheets and shingles. shall be considered Class A roof coverings. R902.1 91. Fire-retardant-treated wood shakes and shingles shall be treated by impregnation with chemicals by the full -cell vacuum - pressure process, in accordance with AWPA C1. Each bundle shall be marked to identify the manufactured unit and the manufacturer, and shall also be labeled to Identify the classification of the material in accordance witli the testing required in Section R902.1, the treating company and the quality control agency. R902.2 - Roof - Assemblies -- Weather Protection 92. Flashings • Flashings shall be installed in such a manner so as to prevent moisture entering the wall and roof through joints in copings. through moisture permeable materials, and at intersections with parapet walls and other penetrations through the roof plane. R903.2 • Fiashings shall be installed at well and roof intersections; wherever there is a change in roof slope or direction; and around roof openings. Where flashing is of metal, the metal shall be corrosion resistant with a thickness of not less than 0.019 inch (No. 26 galvanized sheet). R903.2.1 (note each different roofing material has specific flashing requirements) Roof - Assemblies - Reroofing 93. New roof coverings shall not be installed witho_ ut first removing existing roof coverings where any of the folbwbV conditions occur: . 1. Where the existing roof or roof covering is water - soaked or has deteriorated to the point that the existing roof or roof covering is not adequate as a base for additional roofmg. 2. Where the existing roof eovemV is wood shake, slate, day or cement or asbestos- cement tt'le R9073 Chimneys and Fireplaces 94. Masonry and Factory Chimneys • Masonry chimneys shall be constructed, anchored. supported and reinforced as required in this chapter and the applicable provisions of Chapters 3.4 and 6. In Seismic Design Categories D1 and D2, masonry and concrete chimneys shall be reirdbived and anchored as detailed in Section R1003 for chimneys serving fireplaces. Chimneys shall be structurally turally sound. durable, smoke -tight and capable of conveying flue gases to the exterior safely. R1001.1 • Factory-buik chimneys shag be listed and labeled and shall be installed and terminated in accordance with the manufacturers installation instructions. R1002.1 Mechanical Systems. - - - ~�- - 96. The provisions of this chapter shall govem the installation of mechanical systems not covered in other chapters applicable to mechamcaf systems installations of mechanical appliances. ewipment and systems not addressed by this code shall comply with the applicable provisions of the Intemadonal Mechanical Code and the International Fuel Gas Code. M1301.1 97. Appliances - • A permanent factory - applied nameplate (s) shall be affixed to appliances on whk h shad appear. in legible lettering, the manufacturers name or trademark, the model number, serial number. and the seal or mark of the testing agency. A label shall also include the Waft 1. Electrical appdances. Electrical rating in volts. amperes and motor phase; identification of indNidual electrical in volts. amperes or watts. and motor phase; and in Bkdhh (W) output and required clearances. M1303.1 • Appliances shall be accessibls for inspection. service, repair and rgolacetnent wffiout removing permanent construction. Thifty kwdm (762 min) of working space shag be provided in front of the control side to service an aPPdarrce. Room heaters shall be permitted to be innstalled with - at least an 18- inch (457 mm) working space- A pkalform shall not be required for room heaters. M1305.1 • Appliances installed in a compartmenk alcove, basement or similar space shad be accessed by an opening or door and an measuring not less than 24 inches (610 mm) wide and large enough to allow removal of the largest appliance in the space, provided IhM a live# service space of not less than 30 inches (762 mm) deep and the Height of Me appliance, but not less than 30 etches (762 ram), is present at the frontt or service side of Una appliance with the door open M1305.1.2 • 1 Istailadon of appliances shah conform to the conditions of their fisting and Well and the rnanutacknees motion instructions. The manufacturers operating and iron instructions shad remain attached to the appliance. M1307.1 • ppoances designed to be fixed In position shad be fastened or anchored in an appr&wred manrer- In Seismic Design Categories D 1 and D2, water heaters shad be anchored orstrapped to resrsthorizontai d isplamment due to eadkpialke motion. Strappi s shag be at points aitm the upper one - timid and lower one -thrd of the appliance's vertical cl rnensions_ At the to aw point, the scrapping shall awitam a awwrium distxrhee of 4 inches (102 mm) above the controls. M13072 • Appliances having an lgnalOn source shati be elevated such 6rrat the source of hgn W is not less than 18 NlchheS (457 mm) above the 6" in garages- For the purpose of this section, rooms or spaces that are not pert of the hiving space of a dwaft unit and that conimuriirate rich a pdvate garage through openings shah be considered to be pant of the garage. M13073 98. Cenbai furnaces onion eamF a knents or alcoves shall have a nhi imam wt d*V space dleaaanoe of 3 niches (76 mm) a" the sides, back and top with a total %vkM of the etldosing space being at West 12 irictm (305 rim) wider than the furrow Furrhaces hair$ a * ebox open to d* abrKm# shag halve at least a 64 hch (152 mm) vAxI ft gr ace along the front eornbustion chamber side. air openings at the rear or side of the Its of Chapter 17. M1305.1A 99. Appliances W%relted in a garage or carport shall be protected from knped by autornoblles. M1307.3.1 1001leddric baseboard convectors andlbr sketric rlklu t heating systems shag be installed in aeoordanoe w1h Ole marhufac A e es istalltiorn kv*u c6Dns and'TV' ltgtorh State code. TABLE R703.4 WEATHER - RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS 703.4 AUsch rients. - Urdm eppolied otherwise, all wall coverings shall be securely fasUsled In accordance with Table R703A or with other approved aluminum stoinless steel Ano- coated or other astener For SI:1 inch = 25.4 mm. a. teased on stud spacing of 16 inches on corder. Where studs are spaced 24 inches. siding shall be applied to sheathing approved for that spacing. b. Nail Is a general descdpdon and dial! be T- head. modified round head. or round head vrith smooth or deformed shanks. d~ Staples shall have a minimum adwn Width of 71164nch outside diameter and be mantilackffedof minimum Nil. 16 gage Vke. d. Nags or staples shall be aluri iinum; galvartbzed. or rust- preventive coated and shall be drum into the studs for fiberboard or gypswn backing. e. A>umin m nails shail-be used to attach aluminum siding. C Aluminium (0.019 inch) shah be unbacked only when the ma)dmiun panel %vldth is 10 inches and the max nitxn fiat area is 8 inches. The tolerance for aluminum Wing shall be 40.002 inch of the nominal dimension. g. If boards or panels are applied over sheattimg or a weatlier-resbstant membrane, pints need not be treated. 0 0mvdse, vertical covered vAh battens or be lapped. joints shall occur at steels and be h. AN altadnrents shall be coated with a corrosion - resistive coating. L Shag be of approved type. I. Three- eighlhs4rich plywood strait not be applied directly to studs spaced greater than 16 Inches on ceda when brig dimension is parallel to studs. One-ha# inch plywood shall not be applied diecdy to studs spaced greater Um24 inches on can ter. The stud spacing shag not exceW the panel span rating provided by the manufachm unless the panels are km t W with the face grain perpendicular to sWds or order sheathing approved for that stud spackV. It. woociboard sidings applied vertically shag be naiad to horbonW naft strips or bioclung set 24 inches on center. Nail shah penetrate 1.5 inches into studs, studs and Wood sheathig eorrtl>hted. or blociung. A weather- resistant membrane shy be insfaftd weatherboard fashion under the vertical sidttrg urdess the sidir•:g boards are napped or battens are used. 1. Hardboard siding shat comply win AMA A135.6. m. For masonry veneer. a weatitw ensbW membrane or buMM paper a not requited o%w water-repellent stte ou g materials when al -inch ampaee is provi between t he veneer and the sheathing. When the 1-Inch space is tilled with mortar, a weath w4esistant mernbiam or bull ft paper is required aver IL Y9M sidling shag comply vidh ASTM D 3675 o_ Knmum shank d of 0.092 inch. minimum head d diameter of 0.225 inch, and nai length must accommodate sheathing and penetrate training 1.5 inches. P. When used to resist shear tomes. the spacing aunt be 4 inches at panel edges and 8'- d es oa interior supports. q. Minimum shank duReW 0€0.099 Inch. Mkiimtmr hared diameter of 0.240 itch, and rail length must accommodate sheathing and penetrate farming 1.5 inches. r - Vertical end joints shad occur at studs and shall be covered viii a joint rover or shall be cauBked. s. Fiber cement "M shall Comply wt'tlt the regdremerds of ASTM C 1186. t. See Section R703.10.1. u. ktiiiinnum 0.102 inch smooth shank. 0255 itch Torrid head. v. 164niiam 0AW itch smooth shack, 0.250 inch round head. w See Section R703.10.2. X Face nOW 2 rails at each stud- Concealed riaFirig: one 11 gage 1112 gale. roofing nai (0.371 inch head d'tzmeter. 0.120 'kith shank) or 6d gWvy box nar7 at each stud. Y. see section R703.2. Exceptions. Z. Mi nimum mml Ieagth mu st a nawwa sheathing and penebate frartaing 1.5 inches. Exhaust Systems 101.Range & Dryer Vents Dryer exhaust shall tennklate outside the burg. Exhaust duds shag not exceed 25' and be constructed of n d men of 0. 016 4nch thick rigid ducts having a smooth irnterior surface with joints running in the direction of the airflow. Flex duct can be used to connect the dryer to the exhaust duct system and hmited to single lengths not to exceed 8. The maximum length of the duct shale be reduced by 2.5 feet for every 45 degree bend and by 5 feet for every 90 degree Mend. Range hoods SW dflsdsaW outdoors and be equipped with a back -draft damper. Ducts serving range hoods shall not terminate in an attic, crawl space or inside the builclitig. Exception: Where insUled in aowManee with the nrarufac urees motion aistruuctiorhs, and where mechanical or natural vion is Othalwise provided, fisted and labeled ductless range hoods snail not be required to discharge b the outdoors. M1501.1, M1501.2, M1501.3. M1502.1 IRC Duct Systems 1102-Duct systems serving heating, cooling and vend ation equipment shat be fabricated in accordance with the provisions of this section and ACCA Maritunt D or other approved awl hodds.. M1601.1 Combustion Air - General 103-ft supply- Liquid and solid iuel.bun>irlg appbar>ces shag be pry vAh a supply of as for Wo combustion, draft hood dilution and v on of the space in wf" the appOarce is medalled. in accordance wNh Section M17M or Section M1703. The methods Of providhhg cAWxm*on air in this chapter do not apply to fireplaces. f+replad a stoves and direct vest apps arnees. td1701 in bu"MOS Of unusually tight consbucWk combustion air shall be obtained from outside the sealed thermal envelope M1T01.1.1 Chimneys and Vents 104_ appUances shall be vented to the oubide in a000rdarioe vft their fisting and label and manufacturers kWallation ir>structonls except applances fisted and labeled for unvd cited use. Vef** system'shaill consist of approved chimneys or vents. Or venting assemb " that are integral pails of labeled appliances- Cw•fired appliances stroll be vented in a000W ice with Chapter 24. U1801.1 105.7he location of vmft systm krmirs♦ Mons shad oomphy with the 6o0oii4ng: I. A mecianical draft venting system shag tefthkate at least -3 feet ('914 mini) above any fore9d•air inlet bcated wiOhin 10 fleet (3048 mm). 02427 (503.8) E)wepllom-- V 0 G m� , E ;n :Q m - Cc F- 0 > m t.0 0 > N C W �m C c to •v R 3 3 N 3 > m C 3Z '02 3 m� € %'$� - o10 we CL 0 10 m'� y °C E� 5.2 3�> c� me .. I? o � � a 0 Coo- C CO< C� � m Echo 'ym�tn � o�mm E 12 " loo o 00 C0 w - crn a� N Ca ca C i' a 3 0 Wac'R �•°° -3 078 101 E,000 Tnoc m° E > >° w c%_ o 0 •° a•a c � ant. O �.._ a� O V c - " m 0 mm'3m0 » oom e t! . 0 L_ p'm ON to 7 � 3 as C CLM".6" 0 C r o rb •0 0 0 C ° c m .. m c e Q b o ce•m a 0- m� E N y � r. a C _ > §.G q o�Ecm toC=Z C C� 0 2 ato�► c m0 v m • -d1 cin`vt E no'°0 . 0 - mae OE -o 3 CS:150 - 0-o a c ca 0 0 •p>+ o 1! '6 1! 81% Qf0' - ° - «mil W - �ym�C Y O O 0- a. a rn m ,raca N E `n � ooaE � occ>'mC0%- L �CVcr! N t�If+�. E O� O E "0 l0 l0 0 �= � W. 0 �5tnQas�m•�0 dU ° E .YE 0 00 E - N V C CFJ rA C - a- O m - �8= 3�'�c Qc Cm o viii z" m0 to o E 0 V- CD E O 9 - : - E o O co M:3 �` m aj ° '�R( a om� o in mtaEwEn m tD O L 0 CL- rmcoE o0b c•'Tic *,R ao�mmm� -o m CL ° iOCi�mt = = e m 3 > O v a - O 6 m m� E �o =M -o• °o 2CL O pfA E CL ®fir x m m« Mco arm OYr.O =0C aa ,0 m o 3� - ar. 90 o�0q�� ~ �L ��mCr� °a .. O em r 3-0-0 ° o 0�co 0 w- toOQ,0�' Vt�C2 a°c- o0c ®9mo ra0Oe =E� - 3Fm m- U 7 3 E n •o >. = CE °gym �. L mv3m0E M 3Qaa 4M «csoc�ca � m•'� ab OY mAig eEoomoCQ'� Q VZ • a 3-0 a IQE 0 a IL 0) 4 CL N WED ss►r►i► iN ?.6 Of r ONNO 'vm PECE -': . - PE.u:r . Cri hr 4Z F 9 to r 4 _MdA era dxtrr s. TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS Wood or wood Foam NOMINAL. SHEATHIN structural Fiberboard Gypsum ptasilc Number or THICKNESS JOINT G PAPER panel sheaNdng sheathing sheathing Direct io spacing of SING MAYERIAL " TREATMENT REQUIRED sheathing Into stud into stud Into stud studs fasteners 0.0194 No 0.120 nag 0.120 PA 0.120 nag 0.120 nail No allowed Witliocrt 1 % t0m9 2 long r long tnsv>etb Hori� n 0.024 p La No 0.120 mill 1 fs: loag 0.120 nad 2' long 0.120 nag 2' long 0.120 nag N01 agawed S as spadng With Lap No 0.120 nall 0.120 nag 0.120 nag o12o mail: 0.1 20 nag . t1"U1050 0.019 t %-" 2W" 2 W kmg . 1 f. long n . Snick veneer 2 Cona°te nosonry section Yes (note 2 veneer R703 m) See Section R703 and Figure R703.7" 8' parer , Panel siding vertiCel InG Note g See R703.2 Note o Note o Note o Note o Note o ed�12' S s Same as Hardboard' slid Paned Whwizontal 716 strut Note q See R703.2 Note q Note q Note q Note q Note'q spacing 2 per beadno 0.113 0.113 nail 0.113 nail nag O.i 13 naiir Same as steel 29 ga. Lap No 1 %. 2'/.' 2 'Yi SO Not aiieowed stud Staple -1'r Staple-2 W Slapie -2 . spacing /4 . Stone veneer 2 Section (note Yes ( Ses SeGion R703 and Figure 11703.7" 6d box nail. S' panty Par6debowd panels 318-12 Note g Note 9 66 box nag 6d tax nag lid box nag box nags 3f8 rat edge allowed 12 inter. 516 sup. _ Notg Note 9 W box nail lid box nag lid box nag loo~ ckW lid box nag Ptywood panel 36 exterior Note Note g s 0.099 mal-r 0.113 Sf<' .0.099 11111-2' 0.113 nag: 0.099 snag -2' Wan e dges G.t20 nai nag 0.120 na 0.120 Same ss vi nyl siding" 0.036 Lap No !=1-2 - 1 h' r mad` Not allowed stud 2 Ste 2 W ' W Rustic, dw 3i min Lap No Face nairing swbp 19W Ayeraae lap NO up to 6' Bevel ins FadwwpOndration into stud -l 0.113 roll -2 W vlidths.I nail per beaMM 8 Bull tip Y16 Lap No Staple -2' V"111ss ew over. 2 nails wbeaft 6d 6d 6: 0c on Rm cement pand Yes (note corrosion corrosion 6d c"msion 4d cmosim edges„ U r . Srldi We It y) redsW Molt resistant resistant Mon rail rtar nag" Itwr" - inteimed. studs Yes (rate oatosbn corcosh n 6d 00110sion resinta Fiber cement lap sid'ags 51ta Note yr, y) resistan resistant Note x - fee � rraN" nail For SI:1 inch = 25.4 mm. a. teased on stud spacing of 16 inches on corder. Where studs are spaced 24 inches. siding shall be applied to sheathing approved for that spacing. b. Nail Is a general descdpdon and dial! be T- head. modified round head. or round head vrith smooth or deformed shanks. d~ Staples shall have a minimum adwn Width of 71164nch outside diameter and be mantilackffedof minimum Nil. 16 gage Vke. d. Nags or staples shall be aluri iinum; galvartbzed. or rust- preventive coated and shall be drum into the studs for fiberboard or gypswn backing. e. A>umin m nails shail-be used to attach aluminum siding. C Aluminium (0.019 inch) shah be unbacked only when the ma)dmiun panel %vldth is 10 inches and the max nitxn fiat area is 8 inches. The tolerance for aluminum Wing shall be 40.002 inch of the nominal dimension. g. If boards or panels are applied over sheattimg or a weatlier-resbstant membrane, pints need not be treated. 0 0mvdse, vertical covered vAh battens or be lapped. joints shall occur at steels and be h. AN altadnrents shall be coated with a corrosion - resistive coating. L Shag be of approved type. I. Three- eighlhs4rich plywood strait not be applied directly to studs spaced greater than 16 Inches on ceda when brig dimension is parallel to studs. One-ha# inch plywood shall not be applied diecdy to studs spaced greater Um24 inches on can ter. The stud spacing shag not exceW the panel span rating provided by the manufachm unless the panels are km t W with the face grain perpendicular to sWds or order sheathing approved for that stud spackV. It. woociboard sidings applied vertically shag be naiad to horbonW naft strips or bioclung set 24 inches on center. Nail shah penetrate 1.5 inches into studs, studs and Wood sheathig eorrtl>hted. or blociung. A weather- resistant membrane shy be insfaftd weatherboard fashion under the vertical sidttrg urdess the sidir•:g boards are napped or battens are used. 1. Hardboard siding shat comply win AMA A135.6. m. For masonry veneer. a weatitw ensbW membrane or buMM paper a not requited o%w water-repellent stte ou g materials when al -inch ampaee is provi between t he veneer and the sheathing. When the 1-Inch space is tilled with mortar, a weath w4esistant mernbiam or bull ft paper is required aver IL Y9M sidling shag comply vidh ASTM D 3675 o_ Knmum shank d of 0.092 inch. minimum head d diameter of 0.225 inch, and nai length must accommodate sheathing and penetrate training 1.5 inches. P. When used to resist shear tomes. the spacing aunt be 4 inches at panel edges and 8'- d es oa interior supports. q. Minimum shank duReW 0€0.099 Inch. Mkiimtmr hared diameter of 0.240 itch, and rail length must accommodate sheathing and penetrate farming 1.5 inches. r - Vertical end joints shad occur at studs and shall be covered viii a joint rover or shall be cauBked. s. Fiber cement "M shall Comply wt'tlt the regdremerds of ASTM C 1186. t. See Section R703.10.1. u. ktiiiinnum 0.102 inch smooth shank. 0255 itch Torrid head. v. 164niiam 0AW itch smooth shack, 0.250 inch round head. w See Section R703.10.2. X Face nOW 2 rails at each stud- Concealed riaFirig: one 11 gage 1112 gale. roofing nai (0.371 inch head d'tzmeter. 0.120 'kith shank) or 6d gWvy box nar7 at each stud. Y. see section R703.2. Exceptions. Z. Mi nimum mml Ieagth mu st a nawwa sheathing and penebate frartaing 1.5 inches. Exhaust Systems 101.Range & Dryer Vents Dryer exhaust shall tennklate outside the burg. Exhaust duds shag not exceed 25' and be constructed of n d men of 0. 016 4nch thick rigid ducts having a smooth irnterior surface with joints running in the direction of the airflow. Flex duct can be used to connect the dryer to the exhaust duct system and hmited to single lengths not to exceed 8. The maximum length of the duct shale be reduced by 2.5 feet for every 45 degree bend and by 5 feet for every 90 degree Mend. Range hoods SW dflsdsaW outdoors and be equipped with a back -draft damper. Ducts serving range hoods shall not terminate in an attic, crawl space or inside the builclitig. Exception: Where insUled in aowManee with the nrarufac urees motion aistruuctiorhs, and where mechanical or natural vion is Othalwise provided, fisted and labeled ductless range hoods snail not be required to discharge b the outdoors. M1501.1, M1501.2, M1501.3. M1502.1 IRC Duct Systems 1102-Duct systems serving heating, cooling and vend ation equipment shat be fabricated in accordance with the provisions of this section and ACCA Maritunt D or other approved awl hodds.. M1601.1 Combustion Air - General 103-ft supply- Liquid and solid iuel.bun>irlg appbar>ces shag be pry vAh a supply of as for Wo combustion, draft hood dilution and v on of the space in wf" the appOarce is medalled. in accordance wNh Section M17M or Section M1703. The methods Of providhhg cAWxm*on air in this chapter do not apply to fireplaces. f+replad a stoves and direct vest apps arnees. td1701 in bu"MOS Of unusually tight consbucWk combustion air shall be obtained from outside the sealed thermal envelope M1T01.1.1 Chimneys and Vents 104_ appUances shall be vented to the oubide in a000rdarioe vft their fisting and label and manufacturers kWallation ir>structonls except applances fisted and labeled for unvd cited use. Vef** system'shaill consist of approved chimneys or vents. 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