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Permit D05-125 - ROBERSON RESIDENCE - GARAGE
ROBERSON RESIDENCE 14845 51 AV S D05 -125 Z _- Z re Lu2 6 j0. U O: J =. H. N LL. W O: Q2 u.¢ _ d. • w: Z Z o,. U (• 3' O -, ❑ I-: 2 V` LI O Z W OA O N �2 ��h. •� 1908 City a.L Steven M. Mullet, Mayor Departbnent of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT 4 i i Steve Lancaster, Director Parcel No.: 0042000170 Permit Number D05 -125 Address: 14845 51 AV S TUKW Issue Date: 05/23/2006 Suite No: Permit Expires On: 11/19/2006 Tenant: Name: ROBERSON RESIDENCE Address: 14845 51 AV S, TUKWILA WA Owner: Name: ROBERSON MELVIN E & MYRTLE Address: PO BOX 68543, SEATTLE WA 98168 Phone: Contact Person: Name: DALE ROBERSON Address: 14845 51 AV S, TUKWILA WA 98168 Phone: 206 242 -4132 Contractor: Name: NORTHWEST REMODELING Address: 13403 160 AV SE, RENTON WA 98059 Phone: 425 227 -6880 Contractor License No: NORTHR *015KJ Expiration Date: 05/27/2007 DESCRIPTION OF WORK: CONSTRUCT NEW 2 CAR DETACHED WOOD FRAME GARAGE. Value of Construction: $22,128.96 Type of Fire Protection: NONE Type of Construction: VB Fees Collected: $747.43 International Building Code Edition: 2003 Occupancy per IBC: 26 * *continued on next page ** .. D0 00. ♦ : �� �< t :ti;7J.. `,pi ;Y�. tits. 't'J.:.uvk:u "� ,.n; yz' hb�.� i " "sr.�_,ttf. '1 �.n..x7 ki'•7iY�vaii•p •'i `•'t.+ %„1,bL Mt..+n.i:.�+.- �cS: �i.[N 4s3�m�;W {:Lit�S rc: z i= W 00. U) J f-. Co U. w O LL Q N D. =w z� �— O z i--. LLI w U CO: D h- w U- ti! z U =. 0 N Cit y ax' Tukwila Steven M. Mullet, Mayor Departineitt of Connttituuty Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.titlnvila.wa.us Permit Number: Issue Date: Permit Expires On: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Number: 0 N N Start Time: N Volumes: Cut 0 C.Y. N N Start Time: N N Private: N N Profit: N N Private: N Steve Lancaster, Director D05 -125 05/23/2006 11/19/2006 Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: Permit Center Authorized Signature: I Date: I hereby certify that I have read an e m this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will with, whether specified herein or not. The granting of this permitdges not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction o erfor nce of work. I am authorized to sign and obtain this development ermit. Signature: / G /G'"�_ Dater Print Name: 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. doc: IBC- PERMIT D05 -125 Printed: 05 -23 -2006 Z �Z �W QQ � JU UO Cl) CO J F-- C0 LL w 0 LLQ co D = �W Z Z U13 Ocl) D F- w H� UO .• Z w U =. O ~. Z � 1908 � City 6..Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukivila.wa.tts PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Parcel No.: 0042000170 Permit Number: DOS -125 Address: 14845 51 AV S TUKW Status: ISSUED Suite No: Applied Date: 04/19/2005 Tenant: ROBERSON RESIDENCE Issue Date: 05/23/2006 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: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: 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. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: 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). 12: 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 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: Conditions D05 -125 Printed: 05 -23 -2006 z ~ W tY 2 D 00 Wo co w J � to LL w V La co T �w z T- F- z� 2� D O N o r -. ww F-- 4:8 w z U =. z �J� O� �2 W N 2 1 908 City ox Tukwila �^ Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.wkwila.wa.us Steve Lancaster, Director 15: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 16: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City I Ordinance #2052) 17: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 18: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. i 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. i * *continued on next page ** i i , doc: Conditions D05 -125 Printed: 05 -23 -2006 t__ Z �Z 2 �D U O' (0 O. w= J � .co L W O. U_ ¢ U) D 7 0 * w H- O. Z 4— 25 D 0, O co, o t_' w w U — O. LLi Z' U 3 O~ Z fog City 61 Tukwila Steven M. Mullet, Mayor Department of Community Developn:eyet 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.titkwila.wa.its Steve Lancaster, Director 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. Signature: Print Name Date: �Z H U O CI) w =' J � V) w O. u. ¢ S2 �. M . d 1— W . z� �- O: w E-- . w: �o O cn; 43 w W. �U 1= •• Z w U CO �Z �' y Z J N 2 rsots CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No. Mechanical Permit No. Dom -1zs Public Works Permit No. Project No. use 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 LOCATION r King Co Assessor's Tax No.: Site Address: M s Suite Number: Floor: Tenant Name: 2.d ,!5�2Ta x) New Tenant:) i❑ .... Yes ❑ ..No Property Owners Name: /'Zd Mailing Address: S "_ City State Zip CONTACT PERSON Mailing E -Mail Address: Day Telephone: 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 RECORD All.plans must be wet stamped by Architect of Record Company Name: Mailing Address: City State zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans.must be wet stamped by Engineer of Record Company Name:_ Mailing Address: Contact Person: E -Mail Address: City Stale Zip Day Telephone: Fax Number: \permits plus \icc changes\permit application Q -2004) Page 1 I 1 #� 11 Z �Z �W W Q2 JU UO U J= H Tw WO 2 QQ LLQ UD 2 F- W Z �O Z�_ W W U� ON ❑ t_ WW 2 LL —0 W Z U U) H O Z BUILDING PERMIT INFORM -• 206- 431 -3670 Valuation of Project (contractor's bid price): $ GDO Existing Building Valuation: $ Scope of Work (please provide detailed information): r}— ��Ge ;i is Will there be new rack storage? ❑ ..Yes J.. 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: I S �X Compact: Handicap: Will there be a change in use? ❑ ....Yes .No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm ❑..None (s ❑ . Other eci 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 I I paper indicating quantities and Material Safety Data Sheets. \permits plus\icc changes \permit application (7.2004) Page 2 r. Z ~w 0 Cl) J = H CO LL WO J LL co Cl ZF I O Z H W �5 U� ON 0 H W W 2 ~ 1— — 0 •Z W U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 0 Floor ,...�- 2 Floor 3 �� l 3` d Floor Floors thru Basement Accessory Structure* Attached Garage �— Detached Garage �_ + Attached Carport Detached Carport Covered Deck 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: I S �X Compact: Handicap: Will there be a change in use? ❑ ....Yes .No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm ❑..None (s ❑ . Other eci 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 I I paper indicating quantities and Material Safety Data Sheets. \permits plus\icc changes \permit application (7.2004) Page 2 r. Z ~w 0 Cl) J = H CO LL WO J LL co Cl ZF I O Z H W �5 U� ON 0 H W W 2 ~ 1— — 0 •Z W U= O Z PUBLIC WORKS PERMIT INFORMATION - 206 - 433 -0179 Scope of Work (please provide detailed information): ❑ :..Sanitary Side Sewer '` ❑ ...Cap or Remove Utilities ❑ ... Frontage Improvements ❑ ...Traffic Control ❑ ... Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO# _ ❑ ...Temporary Water Meter Size.. WO# _ ❑ ...Water Only Meter Size............ WO# _ ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ... Sewer Name: Mailing Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment O j 11.� Day Telephone: Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: Ci stale Zip \permits plus\icc changeslpermit application (7.2004) Page 3 j ZZ W 0 U CO C3 co W J = F— CO LL W O �Zi co Z) = W r Z F F— O Z F— W W U� o co o � WW 2 U LL P 0 llJ Z U= O Z Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. i Water District ❑ ...Tukwila El ... Water District # 125 ❑ .. Highline ❑ ...Renton ❑...Water Availability Provided i Sewer District ❑ ...Tukwila ❑... Va1Vue ❑ .. 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 El .. insurance El .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that apply): ` ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ :..Sanitary Side Sewer '` ❑ ...Cap or Remove Utilities ❑ ... Frontage Improvements ❑ ...Traffic Control ❑ ... Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO# _ ❑ ...Temporary Water Meter Size.. WO# _ ❑ ...Water Only Meter Size............ WO# _ ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ... Sewer Name: Mailing Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment O j 11.� Day Telephone: Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: Ci stale Zip \permits plus\icc changeslpermit application (7.2004) Page 3 j ZZ W 0 U CO C3 co W J = F— CO LL W O �Zi co Z) = W r Z F F— O Z F— W W U� o co o � WW 2 U LL P 0 llJ Z U= O 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): ii Use: Residential: New ....❑ Replacement ..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <I OOK BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>IOOK BTU 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 <I0,000 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNM OR Date: Print Na - o 0 Day Telephone: .�� Mailing Address: Z kWlnl• j City State Zip Date Application Accepted: Date Application Expires: Staff Initials: \permits plus \icc changes \permit application (7.2004) Page 4 Z = Z tY � W� J 0 00 C0 W J = CO LL W O U_ Q = CY F. W Z F- Z o W W U� O� 0 1.- W W ~ H O Z W 0 O Z %1 w --� City of Tukwila 1906 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0042000170 Permit Number D05 -125 Address: 14845 51 AV S TUKW Status: PENDING Suite No: Applied Date: 04/19/2005 Applicant: ROBERSON RESIDENCE Issue Date: s I Receipt No.: i R05 -00552 Payment Amount: 747.43 Initials: SKS Payment Date: 04/19/2005 03:36 PM User ID: 1165 Balance: $0.00 E Payee: MYRTLE C. ROBERSON TRANSACTION LIST: Type Method Description Amount - -- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 2343 747.43 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 450.26 PLAN CHECK - RES 000/345.830 292.67 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 747.43 ,- 04/19 99716 TOTAL 747 43 Printed: 04 -1 : �•. . ...:.. ....... .:.�..... ,__. ..:,_s:,.;,,....: '.....r......:......:«- .+.:_.i� 1 ::;: ... 5.:.:.i_. ! � :u�:'.xka�,:".S' ,udlt«.vw � ka.+. ocurv�. u.:._ 5:...: w:..:.- ..�.,;c..a:':...u,...�Fi c�':.,; �:'uv ' iselwa »� z Z' �W U 0 N o C0 LLI W J = H S2 U. W .J u_ Q; C0 d, 1=- _ z f .. I— 0: z F- 5 U� C0 :0 — 0 H- WW ~ H. u- O .• Z. W � z�, o'' z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER T O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3�6 0 Project: Type of Inspection: 0 6 tS&V - 3 • l` �tJ�� / Address: t l,;Ig 45 -5 Date Called: Special Instructions: Date Wanted: �aVm,. p.m. Requester: Phone No: C 2 0 6 .% ye 1 Z f7 $58.6EINSPECTION FEL' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: I Z =H �~ W JU U W = �LL WO L_ � _.. W Z F- E O W H W �5 U O N W F� LL Z Ill U= O Z Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4"444 r Inspector Date: �' 4 f7 $58.6EINSPECTION FEL' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: I Z =H �~ W JU U W = �LL WO L_ � _.. W Z F- E O W H W �5 U O N W F� LL Z Ill U= O Z . , INSPECTION RECORD Retain a copy with permit E"�- N NO. P T O. /,✓ , CITY OF TUKWILA BUILDING DIVISIONJ� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36A a Approved per applicable codes. COMMENTS: _) % 3/- Corrections required prior to approval. C Inspector:/ ! 1 Date: // -. ,i - , ,o L ( $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be f paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection P Project Type of ns a tion: Address: Date Called: Special Instructions: Date Wanted: a. _... ,, p.m. Requester: Phone No: Receipt No.: Date: Z �_- W fY � J U� UO U J = �L w O L L U �. = a f .-W Z Z WO W � p. U 0 00 D F- WW LL U Z LLI N U -- z INSPECTION RECORD Retain a co ith p ermit INSPECfiION NO, cop w erm p W ET CITY OF TUKWILA BUILDING DIVISION ° 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: Q f' S©/V 1;?e ' Type of Inspection: 1? Address: �1 5 /SUS' Date Called: Special Instructions: Date Wanted: - —'� p.m. Requester: Phone No: Receipt No.: Date: Corrections required prior to approval. I NA a - 7 ,$68.00 REINS ECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. t Z �Z W JU UO Cl) 0 J � Cf) U. W O 9 LLQ N d = W Z� �a W ~ W U� O CO OH W W F- tJ.l z U= O Z INSPECTION RECORD Retain a copy with permit WPE INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 0 Y." Pr (- ]1 /� w ,�� .r ` 0 bp Type f In pectio (/�� �/ VA Address: 's Z P,V aial Date Called: Instructions: Date Want .m: p.m. Requester: Phone No: r y t c j 5 [ per applicable codes. Corrections required prior to approval. COMMENTS: Ljj J 1 4. �J r.- JtkJ s:. I n s peA r: Da $5 .00 REINSPECTION FEE REQUIRED Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 7:1 Z J- Z JU U O CO 0 W= J F- CO LL WO Q LL co W Z F- Zo W U� O WW u_ Z tLl U =. O Z INSPECTION RECORD 2 .-'"'"" ~ Retain a copy with permit D0 ^125 INSPECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -36 Pr ect Type of Inspection: Add res q 51 0v S Date Called: Special Instructions: Date Wanted: a.m p.m. Requester: P o o. t7- 9 1 9 i Approved per applicable codes. Corrections required prior to approval. !, COMMENTS: ct . Date: Ale -f� 58.09 REINSPECTION FEE RE UIRED. Prig to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Re ei No.: Date: .�h� ,. .. .1 •a ... Sr,:�r;i++: :ry i •i 1yk > ..+ c `E; +;, �,. r...LS e.;u.'i �.ni�:i:'. ..'}. ■ Z H '~ W �QQ � JU 00 ND C0 LLI J � �w wO }. J L? Cy =w z f- Zo W W U� 0-1 0 1-- wW U LL LLI Z C/) U =. O F- Z INSPECTION RE-CORD Retain a copy with permit INSPECTION NO. PERMIT)NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6 Pro,ject Type of Inspection; © t,4 F'OO - ri NJ Address: 'j 4 , Date Called: Special IfftrUctions: Date Wanted: a.m. GO — Requester: Phone No: a? Approved per applicable codes. Corrections required prior to approval. COMMENTS: to Nskector: Date: I I d Z Z W L) 00 U) 0 (1) W W CO LL 0 LL W Z O. W W 5 C.) Cn 0 0 1-- WW F- 0 Z W U) 0 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. E WI CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project Type of lnspe=' n: Address: . Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: R eceipt No.: z w ()C) Cl) 0 IU) LLJ W J (1) LL WO 2� 95 U- cl) 0 W z .z W UJ 10 N. 0- .0 F- W U J 3: LL 0, z C0 X 0 z paid at 6300 Southcenter Blvd., Suite 100. Call to sech dule re inspection. r INSPECTION RECORD I Retain a copy with permit bo.5 - la-_S l INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206 - 575 -4407 Project: Type of Inspection: Address: lq!Sc.(; Contact Person: Suite #: h Special Instructions: Phone No.: ®. Approved per applicable codes. Corrections required prior to approval. Needs Shift Inspection: n) S prinklers: 0 Fire Alarm: Hood & Duct: h Monitor: Pre -Fire: Permits: r< Occu anc T e: Inspector: � Date: �r /i; /��(� H rs.: [—] $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 z ~z �w �U UO NO co W J = CO W WO n� LQ co = �W z �O zI-- W W U� ON o�- W W H� LO w z co O z iV i Z ,55 G�lj / A — /7d, v0 >� '�' �r �• 7�/�'�/�� --, u�1-�. Gib �� 8 7A. 2-5 0 0 D INCOM�ETE LT R# _fL_ \40 I MMOM to \�• � LJl oo prz.� u��w N a Q o Rx 7, 5; FIT . i •a� atr m« a �menacvrx• � =; f °�t"..S" «�:�.'d22�.��1.n."�`.�u ' Wit!'' .�` y �.. I� o CITY OF TU PERMIT CENTER �L. z �z W 2 D U O WX DLL WO U. ?. c = W I- _ z� ZO W W U ❑. o� W O iii z U= H O z Public Health -- Seattle & King County Applicadou for Healtb Department Approval of Building Permit For houses or structures served by an on -site sewage (septic)system (OSS) Eastgate Public Health Center -14350 SE Eastgate Way, Bellevue WA 98007 (206) 296 -4932 Fax: (206) 2% -4919 Application Fee: $285.00 Please somit, application and �ll sunwr„dMuments in triplicate ne minimum support documents include: PAZ QQPIP 1. detailed route map and directions to pr pe 1. plot plan scalod at 1"-20 or 1 " =30', 1 7" max. aizU clads: • house footprint and any proposed changes to that footprint --�,_ + location of septic tank and pump tsutk, drainfield and all tight sewer hn_ es • location of reserve drainfield attic (repair area) • all water lines and well sites, show 1008 radius around all well sites • location of all out buildings 3. Health Uepararrem tlse Only Record T.D. Number ON Ot9, r�r Health Dept Use Only T - Guide Page/Loc. For*DES use Only Date Received Tracking'Nq, Permit 'Tech • location of all driveways and parking areas y • all property youndaries and easements HD Fee Collected: Yes No • all attean>s and bodies of water rloor plans of what is changing in the building 11" x 17 maximum size paper. ft2gerty Informat Address of Property -4�7 S ...f ...� Parcel No (APN): City .c�C11 -/.��- _ Zip code Applicant's Name y ' `? _ Day Phone Applicant's Mailin A dress Owner's Narnc gee ,� Age of House Existing Square fox)tage of ho e Square footage to be added O Descnption of proposed changes Day Plione7 �i Distance to nearest public sewer Number of existing bedrooms Number of bedrooms being added Type of Chi -Situ Sewage System Serving Property: 7_!.�- •—> / Additions or repairs to sewage system (give dates cad describe briefly) _ Describe or attach any drainfield easements, covenants or notices on title, which may impact the property f i Public water system (water supply with Z or Water System Name: more connections) _ State I.D. Number: Private (well, spring, etc.) attach copies of well log, well covenants, chemical/bacteriological sample reports. Eon flealtih 2CDart1netlt 1jit ,Onfiv Released Initials Date Approved „l( 7/0 Date By: /7 G am_ _0,w EGG - � v nn al oved Date By �. -- - � Disapproved Opt' Q Hold Date By: Comments /C'ondaiuns: _ A8TEWAT -F_ IERATING PLUMBING JUL 0 5 20 _%jRt)GTIIRE ___..EA TGATE PUBLIC HEALT M y person agSrieved by any decision or final order of the Health Officer may Ste written application for appeal to the Hca)th Officer within 6 colander days of the decision. (Title 13, K.C.B.O.H. Chapta 13.12 — Sew^age P.eview Comrnictee REV &22M, X( �2 / L �S E RECEIVED N CITY OF TUKWILA L T R # ____I OCT 2 12005 tMMIMIA 6 - t2MS7 RMITCENTER ..........:...D .� .�..,..11 "..:,...... __.._w......._ . p.,._ .,._._........�.._......M_...ri. "' `tl_ z }_- z �w 2 D 00 0 CO �U_ w u_ a = w z F .. w� 2� U o CO_ i— ww F_ lL O W Z CO H� O z 16110 , - * -, - 1* NTH u�r• N� 0 0 Or y� G OB �P 4-� •- 2 2 g '' 3 85 '� ,z -r ol ,1 I �d r i z �w UO 0 W = C0 U- wO U Q T D 1 �w Z Zo W U� o� w F-F- U- o w z U= O z *t N tioli (1t d �Q NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. v� I.I.• Mir ft 00 0 0 N v� Jan , 05 -01 -2006 DALE ROBERSON 14845 51 AV S TUKWILA WA 98168 City of Tul"ila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. D05 -125 14845 51 AV S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 04/19/2005, has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 06/28/2006. If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 06/28/2006. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event you do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, e it r arshall ` P mit echnician xc: Permit File No. D05 -125 z Z JU UO to o W =. J 1... N W W O . U- 4 U D = C1 W F— O z t— D p' U O N` WW Z O 111 z CO O z v O = 1908 1 February 9, 2006 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Dale Roberson 14825 51 Av S Tukwila, WA 98168 RE: INCOMPLETE LETTER #3 Development Permit Application Number D05 -125 Roberson Residence —14845 51 Av S 1 i i Dear Mr. Roberson: This letter is to inform you that your application received at the City of Tukwila Permit Center on April 19, 2005 is determined to be incomplete. Before your application can continue the plan review process the attached. items from the following department(s) need to be addressed: Plannine Deaartment: Brandon Miles, at 206 433 -3684, if you have any questions concerning the attached memo. Please address the above 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. i Sincerely, a i t e er arshall F t echnician Enclosures File: Permit D05 -125 3 P:VennifeAlncomplete Letters\2005 \1305 -125 Incomplete Ltr 0.130C 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431 -3665 I z =z W D LY 0 U) o . U) LLJ W = H Lo LL W O LL = I.. W Z� H O z I— U� o U O H W U LL o W z U= O z 0 PLANNING DIVISION COMMENTS DATE: February 7, 2006 CONTACT: Dale Roberson RE: D05-125 ADDRESS: 14825 5 1 5 ` Ave South ZONING: Low Density Residential (LDR) Planning Division of DCD has reviewed the revision submitted. The application is still incomplete, the applicant has still not addressed Planning original comments regarding the need for a lot consolidation. ij The original comment letter is attached. z W� D U 00 (1)0" (1) LU; LU co U. � WO LLQ C j) a ,F- W; Z +- 0 Z F-t W LU fy D a '0 01 W W. �x 0" U); t �7 Z PLANNING DIVISION COMMENTS DATE: October 26, 2005 CONTACT: Dale Roberson RE: DOS -125 ADDRESS: 14825 51 Ave South ZONING: Low Density Residential (LDR) Planning Division of DCD has reviewed the above permit revisions that were submitted on October 21, 2005 Planning has reviewed the revision and the application cannot be approved. The parcel (004200 -0170) currently includes five lots of the Adams Home Tracts 2 nd Addition. Adams Home Tracts 2 " Addition was a plat that was recorded with King County prior to 1937. The 1937 date is significant because prior to 1937 there were no subdivision laws. The City of Tukwila does not recognize each lot as being a separate building site since the lots are under common ownership and have been conveyed as one large lot. Additionally, the proposed new garage will be built over the lot line that separates lots 11 and 12, which is not permitted. In order to proceed with your project you must submit and have approved a lot consolidation, which will i formally combine all the lots on this parcel. 1 The application is attached to this letter. z Z w JU U U 0; co w J = f- U-' w O LL co d = w Z� Z O, � 5 UL O� o � w w �: _z ui U— � F; O Z IF R. W4J A, ............ �1 908 Z O October 27, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Dale Roberson 14825 51 Av S Tukwila, WA 98168 RE: INCOMPLETE LETTER #2 Development Permit Application Number D05 -125 Roberson Residence —14845 51 Av S Dear Mr. Roberson: This letter is to inform you that your application received at the City of Tukwila Permit Center on April 19, 2005 is determined to be incomplete. Before your application can continue the plan review process the attached items from. the following department(s) need to be addressed: Building Department: Allen Johannessen, at 206 431 -7163, if you have any questions concerning the attached memo. Planning Department: Brandon Miles, at 206 433 -3684, if you have any questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or,other documentation. The City requires that four (4) completes 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. Revisions must be made in person and will not be accented thrortieh the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Je i�trarshall Permit Technician Enclosures File: Permit D05 -125 P:Vennifer \incomplete Letters \1305 -125 Incomplete Ltr #2.DOC 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 * Fax: 206 -431 -3665 7:7177 .:.....'.'.'. ..'.:....t,.,r. '...'..J .:..•..,,.�`. �.:y:i.,::: ::b;..:a `i:r:s;. ', �, s�..;rr:a;,.�sk z1.rq,".}+'M !. ,, x+:. w, rn«:, i.+.:: �a. s�.;:<: �x:/. r. t�rl,.-.. nfaim .rSL.rr�i!,t;a;::llJ�`tStnakb :iS..C,+ k;..: 'r.3i• U . yillk �rd : . Y:sla.nw vcr ..r u:w Z �~ W . � J U. UO .co o C0 LU J = H CO LL-, WO 2� 9 d to = d �W Z I— E- O Z I-- W W U� ON 0 F— W H FU-- �O .• Z W U= O Z .l Determination of Completeness Memo Date: October 25, 2005 Project Name: Robinson Residence Permit #: D05 -125 Plan Review: Allen Johannessen, Plans Examiner A follow -up Building Division plan review has been conducted on the subject permit application and has deemed the subject permit application incomplete. Only one item of concern remains. Please address the following comment with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11 x1 7 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 The drawings submitted shows a rockery that does not meet the surcharge ratio requirements of (2) horizontal and (1) vertical. Revise plans to where the rockery wall shall meet the (2 to 1) ratio and surcharge requirements or provide geotechnical engineering that shall show the ground conditions sufficient to support the construction of the rockery walls. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 1' Z �Z w u�D U O Cl) 0 U) =' CO W w O LL � = w �O Z �_ �5 U� o �-. wW =U LL O. Z 6i U =. OF- Z r' PLANNING DIVISION COMMENTS DATE: October 26, 2005 CONTACT: Dale Roberson RE: D05 -125 ADDRESS: 14825 51" Ave South ZONING: Low Density Residential (LDR) Planning Division of DCD has reviewed the above permit revisions that were submitted on October 21, 2005 Planning has reviewed the revision and the application cannot be approved. The parcel (004200 -0170) currently includes five lots of the Adams Home Tracts 2 " Addition. Adams Home Tracts 2 " Addition was a plat that was recorded with King County prior to 1937. The 1937 date is significant because prior to 1937 there were no subdivision laws. The City of Tukwila does not recognize each lot as being a separate building site since the lots are under common ownership and have been conveyed as one large lot. Additionally, the proposed new garage will be built over the lot line that separates lots 11 and 12, which is not permitted. In order to proceed with your project you must submit and have approved a lot consolidation, which will formally combine all the lots on this parcel. The application is attached to this letter. t z ,�-- w U UO U 0 W =. N LL WO �5 LL Q a = w F _ z� � z F-. W LLI U� OS W w. z U LL O Z W U CO O Z rt a City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1908 April 21, 2005 Mr. Dale Roberson 14845 51 Avenue South Tukwila, WA 98168 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -125 Roberson Residence — Garage — 14825 51 Avenue South Dear Dale: This letter is to inform you that your application received at the City of Tukwila Permit Center on April 19, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have questions concerning the attached memo. Public Works Department: Joanna Spencer, at 206 431 -2440, if you have questions concerning the following: 1. The property is on septic, please submit a permit or approval from the King County Health Department. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) completes 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefani pencer Permit Technician Enclosures File: Permit File No. D05 -030 T: \Links \Does \D05 - 125 \DO5 -125 - Incomplete Letter #I.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 •Phone: 206 - 431 -3670 •Fax. 206 - 431.3665 t � Z J.- w J U UO Cl) 0 CO) J I— NLL WO -- . J u- �a = W Z f=.. 1-- O Z F— LU Dp O 0 1-- W Lu 2 �O W Z CO 0 Z `4 ,f Determination of Completeness Memo Date: April 21, 2005 Project Name: Robertson Residence Garage Permit #: D05 -125 Plan Review: Allen Johannessen, Plans Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1. The plot plan submitted for the garage is showing the installation of a 4' rockery wall. Provide elevation detail for that rockery wall with dimensions showing a better description of the construction, height, location and surcharge of that wall. (IBC SECTION 1806) 2. The plans submitted for the garage are comprised of numerous unnecessary pages with general notes pertaining to other residential construction not pertaining to that garage. Submit only those general notes that pertain to the garage for structural information and cross out that information not applicable (N /A). IRC R106.1.1 3. Indicate what the intended brace -wall- nailing schedule is and refer to them on the drawings. Should there be questions concerning the above requirements; contact the Building Division at 206-431 -3670. No further comments at this time. �L:. ...�: ,�a z^ .at:.i li; : �...::r�y3iJA�`,'e tu�i:. a:+ �.. �sP. �: nei« �J: i+•' esal la. Z. isa< w. weY;. ���- Y''�W:.:i�ci�S.;.+k#�.i:a:' w'�»�33�w�U.4a.::rivdh. 9� �• .�:Y�+"s'SbS,Li?' •.:,ur.: Z �~ W JU U (/) CO J H (1 ) LL w LL ¢ UD = F- w z F- O Z F- w W �5 U . 0— 0 I-- wW u—' O Z w CO H x.. 0 Z PERMIT C08RD COPY PLAN REVIEW /ROUTING SLIP SITE ADDRESS 14845 51 AV S Original Plan Submittal X Response to Incomplete Letter # 3 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS BulRing Division Fire Prevention Plartnin Division ❑ g Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMI OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-18-06 Complete 1Z 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 ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ i REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D05 -125 PROJECT NAME ROBERSON RESIDENC DATE: 05 -17 -06 APPROVALS OR CORRECTIONS DUE DATE: 06-1 5-06 Approved F Approved with Conditions M Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -2g -02 z Uj iZ UO rn � JH N LL WO LL ?. rn Cy =w I— ?H Zo U� ON C3 I.- wW T- 6 0 t - z to O z �4 ! PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -125 DATE: 2 -6 -06 PROJECT NAME ROBERSON RESIDENCE SITE ADDRESS 14845 51 AV S Original Plan Submittal X Response to Incomplete Letter # Z Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS Building Division Fire Prevention Planning Division Public Wo s Structural ❑ Permit Coordinator ❑ Ole DETERMINATION OF COMPLETENESS (Tues. Thurs.) DUE DATE: 2 Complete 17 Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER F COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire F] Departments PW ❑ Staff Initials: TUES /THURS ROUTING: 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: 3 -7 -06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Qocurnents /routing shp,doc 2.28.02 f 1 .a,,, sf } ' a *.ti.• •. f ' .�,' 'G. b, t 1F a%rt r ":.;" C' �1, �.. �•,+," ..4' .:Frn ::14(s�f;,;xu' ��i.l:(' LfMt +. n" l''� ;4:i � "' ..� 'lf: 'tis �h:t ., 4::�8i,L•inJN:Eu it `fSx z Fz �w JU UO 0 U) �w wo �Q = a �w z w� W ma O - o f- W LL O w z U CO H= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -125 DATE: 10 -21 -05 PROJECT NAME ROBERSON RESIDENCE SITE ADDRESS 14845 51 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: o� ,� (o. � Or G o. . Buffing Division ❑ Fire evention Planning Division Public Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Th irs.) DUE DATE: 10-25-05 Complete ❑ Incomplete Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: d' 2110 ✓ LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping PW ❑ Staff Initials TUES/THURS ROUTING: z �~ w r � JU UO CO 0 0 111 J = F.. cn u. w' 9 :. U� � =w ? F- ZO w W U� ON O I.-- Ww LL O w z U= O I— z Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 1 1-22-05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28 -02 r ........: < W...,:....,: t.: u:.= ..»..Y:<.•«.:.W.0 «:.xy.i✓ -++fw a;^.+iG ,'S:,i.w'f+. .:i+, }i.M1�.'4.»3j 1d;ic . .'S' :« `.t�v�.:;:4 r "t ;it+ 4 i ' "% S eri X 11 s,ii:, PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -125 DATE: 04 -19 -05 PROJECT NAME: ROBERSON RESIDENCE - GARAGE SITE ADDRESS: 1484551 5T AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #after /before permit is issued DEPARTMENTS: Bull i g A 1 io Public Works I.. f . Planning Division Permit Coordinator r1/�5► hl a �('U �S Fire revention [� Structural ❑ DETERMINATION OF COMPLETENESS (Tues., Th s.) Complete ❑ Incomplete Comments: DUE DATE: 04 -21 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: 'y� ���65 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW X Staff Initials: 5rys TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ 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 Initials: DUE DATE: 05 -19 -05 Not Approved (attach comments) ❑ PERMIT COORD Cop Documenlslrouling slip.doc 2.28 -02 z z �W JI U UO Cl) W = I-" WW WO U__ � =W Z F- i_ O z I— 25 U ON 0 H- WW u. O .. z W CO b F- Q z AK 1 0 A City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 - Fax: 206-431-3665 Web site: http : / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must he submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 Plan Check/Permit Number: D - D 4� Response to Incomplete Letter ❑ R E C E I V F-Fr-', Response to Correction Letter ❑ Revision # after Permit is Issued MAY 17 2006 ❑ Revision requested by a City Building Inspector or Plans Examiner PEHival k:Ej\j I E-,-, Project Name: �2��,ct5� -, tL�Sj(��q({' Project Address: Contact Person: Od t— Phone Number: Summary of Revision:. --t�L- c t, (AY1 b I -I n , J Cal Sheet Number(s): "Cloud" or highlight all areas of revision including date of Received at the City of Tukwila Permit Center by: c i1 T Entered in Permits Plus on \applications\forms-applications on lineVevision submittal Created: 8-13-2004 Revised: z LLJ D 0 0 CO w 0 CO W CO LL, WO 2 � 9-1 LL < D Ul z 0 z �- W LLJ 5 U CO CO 0 .0 H W X (.)' F- u- z Iii CO 0 P 0 Z1. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 - 431 -3665 Web site: http : / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director r , RISION SYJBNIITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: d` Plan Check/Permit Number: [ Response to Incomplete Letter # L n ❑ Response to Correction Letter # V evision # after Permit is Issued evision requested by a City Building Inspector or Plans Examiner Project Name: Project Address &//Z/O G �OO FT�UKWI' I PR CENTER r � C' GY�T' X 07 -S �— 7k X d T ;��,, r �� �✓ � l) G7'�OSS' 6�r7 -- ����!1�i�17�� IL�dFT' �'�L1G.,� � �,. o Sheet Number(s): 7 ..2.� .7 Ll7X' ` �� "Cloud" or highlight a areas of revision including date of revision Received at the City of Tukwila Permit Center by: _ t�VUIP -Al Entered in Permits Plus on lapplicationsUonns- applications on linekreviswn submittal Created: 8 -13 -2004 Revised: z Z 1U UQ CO W-r H CO L WO L� � =W z Z� U� O� o�- W H� -O ilri Z. U= O z Contact Person: X,�I-A-J ,1-kZ-4, i9 l,P Phone Number: Summary of Revision: � -vhf CJ�= �C- 7� —'•+y C City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: / /Www.ci.tukwila.waus Steven M. Mullet, Mayor Steve Lancaster, Director WN 0# TU A OCT 2 1 2005 PERMIT CENTER :.L REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ���2� Plan Check/Permit Number: 2) Response to Incomplete Letter # 2 1 ` ❑ Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name I , 5; ? , A) A Project Address: " Contact Person: � / ;�L� ' 1� Phone Number: ¢Z.S' -2 Z -o Summary of Revision: UP /L.- `, S Sheet Number(s): 3 64 S "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /� C1 C /0 1� Entered in Permits Plus on 1 0 ,1 (2 11 0— S u pp ications forms -app ications on ineVevision submittal Created: 8 -13 -2004 Revised: Z }_— Z �W � D U UO to Cl U) U. w LL ?. co a =W z� z� �5 U� ON O 1— u1 W � U= O ~' Z Look Up a Contractor, Electrir -. fin or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. i Y t 1 i } i r License Information License NORTHR *015KJ Licensee Name NORTHWEST REMODELING Licensee Type CONSTRUCTION CONTRACTOR UBI 601500528 Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 13403 160 AVE SE Address 2 Cancel City RENTON County KING State WA Zip 98059 Phone 4252276880 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/11/1999 Expiration Date 5/27/2007 Suspend Date Separation Date Parent Company Until Previous License NORTHRL033MB Next License Associated License Business Owner Information Name Role Effective Date Expiration Date TACKMAN, MICHAEL L OWNER 01/01/1980 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date DEVELOPERS SURETY & Until #3 INDEM CO 850051C 05/07/2002 Cancelled $12,000.00 02/26/200 DEVELOPERS 4 s Page 1 of 2 r S https: // fortress. wa. gov /lnilbbip /printer.aspx ?License= NORTHR *015KJ 05/23/2006 I NINE Z Z. �W u�l � J C) UO U) o W= J � N L W O LL Q. N� = �W Z H f- O Z 1— WW � p. O T. O F- W LLI h=- U LL O .. 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Title: Li' HOLLAND DESIGN - Jahn ,, �,,:;�%,•••���•�•- -�''��' /„/� 1 2427 . 1 09th AVES.F„ ' G M N' ti W A 09059 (425) 2 $ -. 1 $. 54 1 w l VII 1 IMN 1� h Z a y M •, 1� 1 1 1 T 3 ! 0 L7 3 _lI_ j N VI t%-. 0 I . ap s i 1 r w ' _ do 1 t • ` r ,fir ' 1. Q '� ; ..rte• ` / , :.. V% r . vIIII ° C' �� • •. / �� 7� 111 _• •J'' �' d ' .. __-- .ma f �'r1 . N. ~ ' , 1 , r / '• M' \ w�o•li•. •t.�•y- wf• � c . ' ' �•.. .. .. • : + •.• ., ,� • ,•!••..J'IYMU.' . • �f '' i•• •Yn�� • 'w , A • J'• •:�" � •• ,••�R •■ - ` , v i'•i .. Mrtwr.wlW.NtA�►w. +���+•.:yr�i �• ;�. • �V• ' + w . I • r i�• • .t.•, -yY �e�. w .• •w..y .«�i•••..I�Ir...•'r11rw.!y.�, � , .• •,..•'1 ...•' � '' �•,t, r„ •�. .i, �'. \ .. �.� , • ,•.pQ ,. ., •':.'' 1J, •, �'.� •'.' �.: !.d� �.•; • 'ia' .lt. •• ;. �•1.1. •t'=' •••' .. ' yr •r'p .,• ,��.• �'•:��'• ' . +�. ... .X ��`' . � � •• 1 • l` • a 1 1 .mow �w+lw•.• �r •I�w�r�••+wl ,.•rte••.. ��.• .wri.r•� � • :�¢. ,�.� ,' *:wl•a�ar' , .. .�.. + °• .. ., . "�: ',� r • IA I do q ua Ob ��. .I�r•rr+ �r1 ww.r It•♦qp� • 1 ..�� rte•.• op lee P O �A 4p modo 104 i 0 �7 i ' f WI In Ell <7 01 .rim r... .rnwr- ��.. �.•.� "�'..� �r, war .1..1� ' ,•� N 1 •• w.R M -•i 1 . •, w.1 •. C. « C'I m • ......_'_ . REVI 13Y DATE \, � / ..�� •s al'.'•- •'' �' % Imo' 1 • l ;...• �� 7 Pl,� �, �• �� • .. A . I =? 7�,_ ` fir . �..._.•......_.._.__...�....._. .:�..•. e � r..•.�.• For: LIP' HOLLAND HESIC;N -Jahn %W00%" •� �� � 12427 - 169th AVE S.L. , . •.. •, .•' •' � : .. • • •• . P. Ris'TCsN, WA 98059 (425).228.385 ' .... �rrw -�• . ', '. • •. • • •�wr•�•.... ... ..... •• . .• • .. ... .. .r,. _.... .. ..ter .. _..� . . r s SECTION 8304 MINIMUM ROOM AREAS 8304.1 Minimum area. Every dwelling unit shall have at least one habitable room that shall have not less than 120 square feet' (J. 2 m of gross floor area. t SECTION 8304 MINIMUM ROOM AREAS 1 R30 M' dwelling unit shall have � Min imum area. Every g . east _ one h 'table room that shall have not less than 120 s pu * a feet (11:2- of gross floor area, R304.2 her rooms. Other habitable rooms shall hay-"e a floor area of n ess than 70 square feet (6.5 m"). Excepti' : Kitchens. R304.3 Min um dimensions. Habitable room'v shall not be less than 7 fe n horizontal d'iiension. (2134 min) �n any , ;�, Exception; itchens. R304.4 Height 'ect on room a reca. Port icy `` of a room with a sloping ceiling � asurl ng less than 5 f j � (1524 111111) or a furred ceiling me wring less than 7 feet" 134 nlnl) from the finished floor to ' � ce iling sha b be considered s th �lnlshc,d c.e g lot . 1 f contributing to the nilnum required. abitable area for that room. :.. 3 �= SECTION 8306 SANITATION V 06.1 Toilet facilities. Every dwelling unit shall be pro'' ed wi a water closet, lavatory, and atbathtub or shower f : 8306. itchen. Each dwelling unit shall be provi with a kitchen a and every kitchen area shall be prov ad with a sink. ' f' 8306.3 Sewa disposal. All plumbing fixtu shall be con- nected to a sanit sewer or to an approved ate sewage dis- posal system.. 8306.4 Water*suppi o fixtures., All p bing fixtures shall be connected to an appr d water sup .Kitchen sinks, lava- tories,bathtubs, showers, ets, lawn ' tubs and washing ma- chine outlets shall be provi wi . of and cold water. . SECT TOILET, BATH AND SHOD R307.1 Space required. ' 'xtures shall 8307.2. f . 7 J ER SPACES \bspa'ced as per Figure R307.2 Bathtub a shower spaces. Bat ub and . shower floors and waVls*� e bathtubs with installe shower heads and in showln p artments shall be fin ed with a nonabsorbent ce. Stich wal l surfaces shall tend to a 1 h = h 6 �� � 189 b h � . R 4 Carports. Carports shall be open on at lea o sides. Carporsurfaces . shall be of . approve ncombustible material. Carp of open on at least sides shall be con- . sidereda garage an .- 1 comply � the provisions of�this. section for garagesa Exception: Asphalt aces sha ermined at ground rt level in carpo The area o oor used for parking of automobiles or ve- hieles s e sloped to facilitate the movement of liquids t drai toward the main vehicle entry doorway. SECTION 8310 S TI N 05 3 elg t of not. 46w . s t an feet ( "1111 a ove t e oor. S ON CE ' NG IGHT R307.2 shower or tub equipped with a showerhea R305.1 Minimum Neigh • a ' able rooms, hallways, corri shall e a minimum ceilin hei ht of 6 feet 8 nches � nd y oonis an dors bathrooms to let roo u r g g i � a r � d bas 'l � s � s e lie nt ( 20 mm ) above i a minimum area 30 nches (762 ~hall lla e a c. • • v • •ei l i ncy he io ht c of lass than 7 feet ( 2134 mill ) . l b y ( mm ) at the showerhead. 30 inches 762 � The re uired hei ht shall b '.' '- asured from the finish floor to ec.•tlo f i�c)111' a ''I'll lll�j. ION R309 the to west p ro J -� ��" A S Exceptions• R309.1 Opening protection. Openings from a private gar* • • • = n ot less tha 4 feet 1 ? 19 directl into a room used for slee in ur shall not be er- 1. Beams and `,j l rs s pac. � ( y p !� p p oses p 111111) o cent pl ay prod ` -� not more than 6 i nches �: mated. Other openings between the garage and residence shall ' ' �j j bee ui ed with solid wood doors not less than 1 inches (35 152 null) b w the, regL d c.ellino height. q pp g , mm) in thickness, solid or honeycomb core steel doors not less 2. Ceilings i112 ce m ent s w lth t habitable spaces play 3 r than 1 /� inches (35 mm) thick, or 20- minute fire -rated doors. prc�jeet t o . la 6 feet 8 i nc. 1 ' ():i_ 111111 ) of the t ill - ished f7o_' , and beams, girde' �, du ets or other ob R309.1.1 Duct penetration. Ducts in the garage and ducts • ro'ect to ���ithill '«t 4 inches 1931 ' enetratinQ he walls or e' inors •e aratina th w 1 ina struction Allay p l ( p t c �l s p� e d e l min) ot.- a finished floor. T from the garage shall be constructed of a minimum No. 26 3. Not ni e chap 50 ercent of - the re fired floor area of ( ) . - a e 0.48 mm sheet steel ol• ot pp her a roved material and - g g ace is erlllitted to ha�� slo ed eeilin shall have no openings into the garage. s a roo or p p p g less • � an 7 feet 2134 mm i n hei ht Zvi no ortion of• � � R 09.2 it ( ) g p 3 Separation requ ed. The garage shall be separated the: q uired floor area less than 5 feet - 524 mm) in from the residence and its attic area b y • not less than '/, -inch he ht. V (12.7 mm) gypsum board applied to the garage side. Garages hroolns shall nave �l I111n1I11Ui11 ce �ei� of 6 beneath habitable rooms shall be separated from all habitable 4. B . - rooms above b not less than s/ -inch (15.9 mm) T e e i t 8 nches (2036 mill) over the f fixture nd at the y - y � yp X Q byp nt cicle re�� for f ihtures a ' - • s shown in Fi ure sum board or equi valent. Where €he separation is a floor - ceiling pP q R307.2. A shower or tube ui ed with a showerhead assembly, the structure supporting the separation shall also be shall have a minimum ceiling height of•6 feet 8 inches protected by not less than Y, - inch (12.7 inn) gypsum board or e uivalent. (2036 inm) abov e a minimum area 30 inches (76.. 9 min) b Y 30 inches (762 nom) at the showerhead. 8309.3 Floor surface. GaragR e � floor surf : , es shall be of • ap- � roved noncombustible material. • ERGENCY ESCAPE AND RESCUE OPENING 8310. Emergency esc.a a and rescue re uired. Basements p q with ha 'table space anal every sleeping room shall have at lea one o p e ble emer, escape and rescue opening. Wh. re � en y p basements ontain one or. more sleeping rooms, emerge, Cy egress and -cue openings shall be required in each sle ping C) room s but sha not be required i n adjoining areas of the ase- ment. Where e er ens.• escape and rescue openings a pro - g y p d the shall ave a sill height of not inore than inches 4 in vide y � � . (1118 mm) above he floor. Where a door openin = aving a threshold below th a%. jacent round elevations ves as an opening and is ro t ried with a emer�R ellc.y escape a 1 resc p 8 p. ad enclosure t %C- bulkhead enclosure shag . omply with bu�l.he . , Section 310.3. The net ear opening dimensiq ;_s required by this section shall be obta ed by the normal : Aeration of the - ---°, emeraenc escape and res le opening from.... e inside. Ell e"'""i_ OR b y p 63MM escape e� nos withafin. - :hedsillheight eO gency p ., p : �. . # � low the adjacent ground elegy tlon - shall -. .e provided w it a window well in accordance wi* Sectio 310.2. R310.1.1 lvlinimura op ening area : ' 11 emergency esca I e p ptTuk��fa and rescue o enino shall hav � ��nimum net clear opel - MY � ������� ) N 7 s uare feet 0.530 m :� 1�1 in of 5. q Exception: Grade floor o e . ill s shall have a minimum 2) net clear openilltr of 5 squ . e fe (0.465 m. R310.1.2 Minimum open ' hei rh . The minimum net P ., g g clear opening heigh p t shall - e 24 inche. (610 mm). 0.1.3 1`Iininlu i� o e lin j titi'idth• he minimum net R31 l , g clear o enino width sh- l be 20 inches (5 8 mm). p b t 8310.1.4 O p eratiti,si constraints. Emerg � cy escape and rescue openings sly- be operational from th inside of the room without the e of keys or tools. 831 . 0 2 Window w ls. The minimum horizontal ea of the window well shall e 9 square feet (0.84 m'), with a inimum horizontal J ro'ec on and width of 36 inches (914 m . The p area of the vin w Avell shall allow the emergency esca and rescue openin to be fully opened. r Exceptio The !adder or steps required by Sects n R310.2. shall be ; )ernlltted to encroach a maximum of �� ' � ' � � required dimensions of the « CM °F inches 152 mm) i 3to the g 2006 dow ell. R3100' .1 Ladder and steps. Window wells with a vertical d th greater than 44 iiich (1118 mm) shall be equipped . ith a ermanentINP affixed ladder or steps usable with the P �l'indow in the full:. ope;i position. Ladders or steps required by this section sha'.l not be required to comply with Sections R311.5 and R311.6. Ladders or rungs shall have an inside width of at least 12 inches (305 mm), shall project at least 3 inches (76 mm) from the wall and shall be spaced not more E E X J �J 00 M -, C4 ca Mond w 0 1 i E t 1 G 1 r OUN 0 01.2 Requirements. Foundation construction shall be capa- e of accommodating all loads according to Section R301 and of transmitting the resulting loads to the supporting soil. Fill soils that support footings and foundations shall be designed, installed and tested in accordance with accepted engineering practice. Gravel fill used as footings for wood and precast con- crete foundation's shall comply with Section R403. � R401.3 Drainage. Surface drainage shall be diverted to a storm f .sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foun- dation walls shall fall a minimum of 6 inches (152 mm) within the first 10 feet (3048 mm). Exception: Where lot lines, walls, slopes or other physical barriers prohibit 6 inches (152. mm) of fall within 10 feet (3048 mm), drains or swales shall be provided to ensure drainage away from the structure. R401.4 Soil tests. In areas likely to have expansive, compress- ible, shifting or other unknown soil characteristics, the building official shall determine whether to require a soil test to deter- mine the soil's characteristics at aparticular location. This test shall be made 'by an approved agency using an approved method. C R401.4.1 Geotechnicat evaluation. In lieu of a complete (yeotechnical evaluation, the load- bearing values in Table R401.4.1 shall be assumed. TABLE R401.4.1 PRESUMPTIVE LOAD — BEARING VALUES OF FOUNDATION MATERIALSa T i- r For SI: 1 pound per foot = 0.0479 kN /m a. When soil tests are required by Section R401.4, the allowable bearing ca- pacities of the soil shall be part of the recommendations. b. Where the building official determines that in —place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall be determined by a soils investigation. R402.2 Concrete. Concrete shall have a minimum specified compressive strength as shown its Table R402.2. Concrete sub- ject to weathering as indicated in Table R301.2(l) shall be air entrained as specified in Table R402.2. The maximum weight of fly ash, other pozzolans, silica fume, or slag that is included in concrete mixtures for garage floor slabs and for exterior porches, carport slabs, and steps that wi ll be exposed to deicing chemicals shall not exceed the percentages of the total weight of cementitious materials specified in ACI 318. Materials used I to produce concrete and testing thereof shall comply with the at 1Rjjjjj It t applicable standards listed in ACI 318. In addition to the ce- mentspermitted by ACI 318, cement complying with ASTM C 1157 is permitted. R402.3 Precast concrete. Approved precast concrete founda- tions shall be designed and installed in accordance with the provisions of this code and the manufacturer's installation in- V. structions, SECTION R403 FOOTINGS R403.1 General. All exterior walls shall be supported on con- tinuous solid or fully grouted masonry or concrete footings, wood foundations, or other approved structural systems which shall be of sufficient design to accommodate all loads accord- ing to Section R301 and to transmit the resulting loads to the soil within the limitations as determined from the character of the soil. Footings shall be supported on undisturbed natural soils or engineered fill. i TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches)" - LOAD—BEARING VALU OF S - (psf ) - •_w• _mow -__._ __ PRESSURE = 1 2 (pounds per CL OF MATER square foot) Crystalline bedr F 12,000 Sedimentary and foliated ro 4,000 Sandy gravel an /o r Uravel (GW and GP) 3 Sand, silty sand, clayey sand, silty gravel and! Severe 2,500c clayey gravel s 21,000 (SW, SP, SM, SC G a nd GC) 2-sto i Clay, sandy clay, silty clay, clayey silt, silt 12 and sandy silt 1 (CI, ML, MH and CH) r For SI: 1 pound per foot = 0.0479 kN /m a. When soil tests are required by Section R401.4, the allowable bearing ca- pacities of the soil shall be part of the recommendations. b. Where the building official determines that in —place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall be determined by a soils investigation. R402.2 Concrete. Concrete shall have a minimum specified compressive strength as shown its Table R402.2. Concrete sub- ject to weathering as indicated in Table R301.2(l) shall be air entrained as specified in Table R402.2. The maximum weight of fly ash, other pozzolans, silica fume, or slag that is included in concrete mixtures for garage floor slabs and for exterior porches, carport slabs, and steps that wi ll be exposed to deicing chemicals shall not exceed the percentages of the total weight of cementitious materials specified in ACI 318. Materials used I to produce concrete and testing thereof shall comply with the at 1Rjjjjj It t applicable standards listed in ACI 318. In addition to the ce- mentspermitted by ACI 318, cement complying with ASTM C 1157 is permitted. R402.3 Precast concrete. Approved precast concrete founda- tions shall be designed and installed in accordance with the provisions of this code and the manufacturer's installation in- V. structions, SECTION R403 FOOTINGS R403.1 General. All exterior walls shall be supported on con- tinuous solid or fully grouted masonry or concrete footings, wood foundations, or other approved structural systems which shall be of sufficient design to accommodate all loads accord- ing to Section R301 and to transmit the resulting loads to the soil within the limitations as determined from the character of the soil. Footings shall be supported on undisturbed natural soils or engineered fill. i TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches)" - For SI: 1 inch = 25.4 nom, 1 pound per square tout = 0.0479 kN /n1'. a. Where minimum footing width is ' 12 inches, a single w) of solid or fully grouted 12 —inch nominal concrete masonry units is permitted to be used. R4034' 1.1 Minimum size. Minimum sizes for concrete and masonry footings shall be as set forth in Table R403.1 and Figure R403.1(1). The footing width, W, shall be based on the load- bearing valLte of the soil in accordance with Table R401.4.1. Spread footings .shall be at least '6 inches (152 mm) in thickness.. Footing projections, P. shall be at least inches (51 mm) and shall not exceed the thicknes' of the footing. The size of footin supporting piers and columns shall be based on the tributary load and allowable soil prey- sure in accordance with Table R401.4.1. Footings for - wood foundations shall be in accordance with the details set forth . in Section R403.2, and Figures R403.1(2) and R403.10). TABLE R402.2 DD5 I MINIMUM SPECIFIED COi1IIPRE55IVE STRENGTH OF CONCRETE LOAD- BEARING • +..r.�_.`_��„- r'_- "_'_"�•`__- VALU OF S - (psf ) - •_w• _mow -__._ __ (f -- j = 1 2 �_ `. 3 000 >_4 9 000 Conventional light- -frame construction .. , 1 -sto 12 - 12 :. 12 s . 12 Severe 2,500c Basement walls, foundations and other concrete not exposed to the weather Wpm 2-sto 1 t 1 ;' , 12 12 3 -story 23 17 except 500 2,500 2500` garage floor slab 4 -inch brick veneer over light frame or 8 -inch hollow concrete masonry Basement walls, foundation walls, exterior walls and 3.0001 I -story weather 12 12 _ Parches, carport slabs and steps exposed to the weather, _ �.�• 3 -.00 � - �- 3, 0W- and garage floor slabs 2-s 21 16 1? 1 3-story . 32 24 16 12 8 -inch solid or fully grouted masonry I -story 16 12 12 12 2 -sto 29 21 14 1 3-story _ 42- 32 21 = - 16 For SI: 1 inch = 25.4 nom, 1 pound per square tout = 0.0479 kN /n1'. a. Where minimum footing width is ' 12 inches, a single w) of solid or fully grouted 12 —inch nominal concrete masonry units is permitted to be used. R4034' 1.1 Minimum size. Minimum sizes for concrete and masonry footings shall be as set forth in Table R403.1 and Figure R403.1(1). The footing width, W, shall be based on the load- bearing valLte of the soil in accordance with Table R401.4.1. Spread footings .shall be at least '6 inches (152 mm) in thickness.. Footing projections, P. shall be at least inches (51 mm) and shall not exceed the thicknes' of the footing. The size of footin supporting piers and columns shall be based on the tributary load and allowable soil prey- sure in accordance with Table R401.4.1. Footings for - wood foundations shall be in accordance with the details set forth . in Section R403.2, and Figures R403.1(2) and R403.10). TABLE R402.2 DD5 I MINIMUM SPECIFIED COi1IIPRE55IVE STRENGTH OF CONCRETE For SI: I pound per square inch = 6.895 k Pa. a. At 28 clays psi. b. See Table R301.2( I) f6r weathering jxuenfial. C- Concrete in these I ations that may be subject to freezing and thawing during construcnon shall tx air c�i::ra�it ed concrete in a �� idi Fimin d. d. Concrete shall be air entrained. Total air content (percent by volume of concrete) shall n ot be less than i pt• rceni or more than 7 l rcent. e. See Section R402.2 for minimum cement content. - . u 1 a- 4 i NO Ift of 1= PERWCBM :J V I CA z 0 C ell ell o x V h 7 ZJ MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f -- j Weathering potential � � x Z < < r i J TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION Negligible 2,500 Mo I i ! 2,500 Severe 2,500c Basement walls, foundations and other concrete not exposed to the weather Wpm C Basement slabs and interior slabs on rade, g except 500 2,500 2500` garage floor slab ~ Basement walls, foundation walls, exterior walls and 3.0001 other vertical concrete work exp osed to the weather Parches, carport slabs and steps exposed to the weather, 1 , 5 00 �.�• 3 -.00 � - �- 3, 0W- and garage floor slabs For SI: I pound per square inch = 6.895 k Pa. a. At 28 clays psi. b. See Table R301.2( I) f6r weathering jxuenfial. C- Concrete in these I ations that may be subject to freezing and thawing during construcnon shall tx air c�i::ra�it ed concrete in a �� idi Fimin d. d. Concrete shall be air entrained. Total air content (percent by volume of concrete) shall n ot be less than i pt• rceni or more than 7 l rcent. e. See Section R402.2 for minimum cement content. - . u 1 a- 4 i NO Ift of 1= PERWCBM :J V I CA z 0 C ell ell o x V h 7 ZJ I r-,.fs P r P f 'MAJO 0 6 j Q � G � � x Z < < r i J ..i I Wpm C I r-,.fs P r P f 'MAJO 0 6 j r 6 4 ' top iluous footin �s in Seisi»ic Design Catev 'R403.1.2 Conti � •.. 1 panels at exterior walls of all pies D i and D, Tile braced ed wal p • ,� ' • 'c; Design Categories D and D, )uildings located 111 Seisms C L_ . • b y continuous e�otinas. All required inte- shall be su pported by • buildings with lan dimensions rloi braced «all panels in p • • 5 2 40 111m shall also be supported by greater than �0 feet (1. � } continuous footings. Co ci•ete f'ootillgs located in R403.1.3St.ismicrein q • . •a •ies D and D,, as established tit Ta - Seismic Desi Cate I _ , ble R301.2(1), shall have minimum reinforcement. Bottom a . • c'Cl minimum 1minimum of 3 niches (76 reinforcement shall be l ocated mill ) clear from the bottom of the footlilg. In Seon g ismic Desi Cate ories D I and D, w here a con - � ' ` • between a concrete fooig and struction point is cleated tn stern wa r , a mi nimum of one No. 4 bar shall be provided at min not more than 4 feet (1219 ) on center. Tile vertical bar mm clear of the bottom of the shall extend to 3 inches ( 76 ) • hook and tend a illininlu1 of 14 footing, have a standard h ex inches (357 mm) into the stem wall. • i Ca tegories D and D, where a grouted In Se15 CI11C DeSl�i Cat � I • • su pp orted oil a concrete mason stem wall is supp and stem wall a minimu of one No. 4 bar shall be provided at • feet on center. The vertical bar shall ex- not more than tour ft . ng inc hes (76 i11ITi i tend to 3 inc ) clear of the bottom of the toot and have a standard fool:. R403.1.4.1 Frost p rotection. Except where otherwise protected from frost foundation walls. piers and other permanent supp orts of buildings and structures shall be 11 f rost b ' one or more of til following protected froi } o methods: 1. Extending nding below the frost line specified in Table R301 ss' 0 truetin« in accordance with Section R403.3; _ Cons 3. Consti • u ctina ill accordance with ASCE 32 - 01; and 4. Erected oil solid rock. Exceptions: 1. Freestanding accessory structures wit all area of 400 square feet (37 in' - ) or less and an eave height of 10 feet (3048 Min) or less shall not be required to be pro- tected. 2. Decks not sup ported by a dwellino need ri r not be p with footiil`is that extend below the frost life. Footin s s hall not bear on frozen soil unless such C frozen condition is of a permanent character. 40 conditions. In Seismic; Design Cat - R403.1.4.2 dories D and D1, interior footings supporting earitlg or e� � - 11 , . ' slab can • L walls an cast monolithica wi a bracin � . • extend to a depth of not less than 12 inches grade shall e P 305 slim) below the top of slab. p R403.1.5 Slope. The to surface of footings shall be level. The bottom surface of footings shall not have a slope ex ceed one. unit vertical in 10 units horizontal (10- percent ' vs shall be step slope). Foot where it is necessary to ele vation of the to surface of the footings or chan the ere P where the slope of bottom surface of the footings will ex- ceed one unit vertical in ten units horizontal ( 10- percent % 4 , slope). .. 4. Alm tM� • ti• : . "n• "'�'::R7`•Mvt�'s ti''L t ° : I'.F • ;A+r : n « + ��lir•r. •t�Ai: ;. 1�•. -v .• . . 1. - i.�,� - � ti �� �✓�• •� �� ArrL�� •v, �� � - - .. ;, ,.� �., . - M , . ._ .•r •y TABLE R4013 - PROTECTED FOOTINGS IN HEATED 6UILDINGS MINIMUM INSULATION REQUIREMENTS FOR FROST HORIZONTAL INSULATION DIMENSIONS . .. ;.. . • • `.,'• - ��• I RE 4 .3 inc_ hes) VERTICAL HORIZONT INSULATION R•VALUE • _ PER F GU R0 1 _. _- �) (inches) _ _.._ -. _.... i INSULATION - �- � AIR FREEZING _._..__.__.__.___ . _ -- __.__ _..- - '- . - -_ -__ _. ... _ .. S C °F•da Ys )b R VA LUE�I d - Along wails At corners ° ! _ _..... - -# ... ..._ . _....._ _ . _ .. . __- ._.._.. _...__._.._. . IN ( Y � __.__ --.__ __- ----.- _.._ _. _ . - --•:;- . - - - - - -- .. -_ � -_ ; - • ` e t No re quired Not required - `' Not rared Not re uired q _ - _ - . ..._. __.. 1 500 or less 4• S _ _ N ot requir L..cl_•• _.._ _.__...__.. ._�!._ _. _ . _._._ ._ - -_.. q_..__ ._ . _........ _. -- - _ -.. _ requ Nt Ieclt�� led Not ired ` 5 6 Not re uired : Not required . _ _- - _N (t _� _ re c luir ed _ - - - -, _ -... c _ -... -- - ..._....... __..__ __ ._._. -- _ 29500 .__ ! - ... - - - -- - _ _ . _ - .._ . - -__. -- : - - -. - - -. .. �._._._.._ ._._.. __ _ .__ _ . _ .. _ ._.... _ .._ _�.. ?4 .._. _ ..- - - - - -- 0 K _-- ()()(� 7 r8 6.5 . .f� _ _...- ....._ • ,: • • 1 4 �() Cat) 31500- - 9.0 ......._--`t . - .._ ..._ _ . - - - - - -- - - -. - - ; = 24 36 60 000 105 1 • : , . • . • f Greater value Ez�ay be re'cluired to meet energy conservation standards. Inter -, a. insulation requ for protection again flt�,t dalna�c. i�; heated . polation between values Is permissible. : 3 for Air Freezing Index values. : b. See I -Igure R4O3.. O • , f ollowing ; . 1_ - olst below - groun conditions in l•ree7. eliillatea. nc� . , C. insulation materials shall provide the stated mIIilli�ulii R- values under long-term exposure to Iii � ,�� per inch Type extruded polysty r: • • - to determine insulations thicknesses required f this application: Type II expanded polystyrene ?. ! ' Yl ' ' ' _i R-- values shall be, used • , • e IX exp anded poly styrene- 3.2 R ! }c' II1e•I1; "1 }'pe X extr Ude�d polystyrene' --4.5R Per inch:. rene --4.5R per inch, Type V I extruded poly styrene. -4.5R per linen, Typ p = • ,• polystyrene insulation or extruded polystyrene insulation. = : . d. Vertical insulation shall b� expanded .. ; - e. Horizontal insulation shall be extruded polystyrene insulation:. � R403 .1.6 Foundation anchorage. When braced wall p 2. Interior braced wall plates shall have anchor bolts supported directly on continuous f'ouildations, the els are spaced at not more than 6 feet l 829 mm) on center ' y p C - .. •'`� led steel bottom track shall - wall wood sill late or cold -fora and located within 1? inches (305 mm) from the - ' � .�.: - "•�� red to the foundation in accordance with this sec- -�``• be anchored ends of each plate section when supported on a tion. continuous foundatiot. . 1 late at exterior walls on monolithic slabs 3. 1 nterior bearing war 1 sole late The wood sole shall have anchor e p g p d wood sill plate shall be anchored to the foundation with bolts spaced at not more than 6 feet (1829 mni) on anchor bolts spaced a maximum of 6 feet (1829 mm' ) on cen - = center and located within 12 inches (305 mm) from ,� _�. W f0� p �RCe of two bolts per late section the ends of each late section when orted oil a 1 be a minimum pp 00�L� ter. There shat p p p �� . h one bolt located not more than 12 inches (305 mm) or continuous foundation. ����' wit diameters from each end of the plate - less than seen bolt maximum anchor• bolts aclna shall be 4 feet � N1 •-l. The I � p %_ � section. In Seismic Design Categories D, and D,, anchor i 21 c� I11n1 for buildings over t�ti�o stor 'in height. bolts shall also be spaced at 6 feet (18,29 mm) oil center and. �� • R403.11 Foundations adjoining frost protected shallow t� oF�' - t located within 12 inches (305 mm) from the ends of each � , o r p � �I �,�-i�JJ interior foundations. Foundations that ad oin frost p rotected shal- f' plate section at interior braced wall lilies when required by .1, _ p • _ low foundations shall be protected fro frost in accordance Section R602.10.9 to be supported orted on a continuous founds P M pp with Section R403.1.4. �6 ' tion. Bolts shall be at least '/, inch (12.7 111111) 11 diameter r and shall extend a rniniinuin of 7 inches (178 mm) into ma- sonr y or concrete. Interior bearing wall sole plates on mono lithic slab foundations shall be positively anchored with ap fasteners. A nut and washer shall be tightened on each bolt to the late. Sills and sole plates shall be protected p against ainst decal and termites where required by Sections R318 and R31 • 9. Cold - formed steel framinLy s }steins shall be fa to the wood sill plates or anchored directly to the foundation as required in Section R505.31. I or R603.1.1. ci E xception: Foundation anchor straps. spaced as re- t to provide a . - alent anchoraoft e to '/,- quire p q eter (12.7 mni) anther bolts. 1 Foundation anchorage i it4U3.l.b. n Seismic Design t ories C D and D In addition to the requirements Ca eg , of Section R403-1.6. the fo llowint requirements shall • wood li��ht- frame structures - ii Seismic Desil n a p p ly to Ca tei oriel D , _ and D, and w ood light - frame townhouses �. in Sei DesiLyn Catcoory C. 1. Platt washers • tillers conformine to Sect R602. shill be used on each bolt. i .. ,.*"MfW_ .• .• f pec"40 CnY (WTuMA • I L L i J Z CIS c� 4 i M i I r ,gagAi R.; r 1 r s �� ..�u�M: .. Y r• •Truss design drawl `�T s A5029 8.1 Sa l'' vi�n luny er, otches rrl so rd lumber Joists, rat - 2 .4 Truss design dr awing. iiigs. n�� , • articleboard or other approved materials adequately ,S - ters and beams shall not exceed one -sixth of the depth of the �i prepared in compliance with Section R502.11.1, shuts b�. - . P ted. Draftsto in shall be installed p arallel to the c�I • _ • • rovided to the building official and a roved p rior to instal - PP o . M shall i�ot be lon�ei tl1aE� one thrill of the depth of p PP , Q b t urlcf • _ fray n members unless otherwise approved y h the men ber and shall not be located in the middle one - third l ation. Truss design drawinor shill be provided with the ship integrity _ in c� vial. The ftstops shal a main . h • • not ex meat of trusses delivered to sire job Site. Truss design of all dra oft a span. Notches at the ends of the member shall _ . tamed. teed one-fourth the de a member. The tension side drawings shall include, at a minimum, the information spec- - depth of the � g of members 4 inches 102 nine or greater in nominal thick- ified below: - :�f inches ( 102 g _ Fir kin required.' Fireblock shall be pro- • R502.13 a oe g q P ness shall not be notched except at the ends of the members. 1. Slope or de th s an Gilds acing. - oor- ceilin - P P P vided in wood me floor construction a f1 g as The diameter of holes bored or cut into members shall not s s • . . , 2. Location of all joints. semblies in accor nce w ith Section R6 y exceed one -third d the depth of the member. Holes shal not be - Y closer than 2 inches (51 mm) to the top or bottom of the 3. Required bearing widths. member, or to an other hole located in the member. where • y 4. Design loads as applicable. :Y the member is also notched, the hole shall not be closer than i 1 4.1. To chord live load including snow loads). 2 inches (51 mill) to the notch. SEC C ; R503 4.2. Top chord dead load. R502.8.2 Engineered wood products, Cuts, notches and FLOOR EATHING s . -. : holes bored in trusses laminated veneer lumber, }} s � lue -lama- 4.3. Bottom Choi d lip e load. Ma • imum allowable spans for nated members or 1-joists are not erillitted unless the ef- , 4.4. Bottom* chord dead load. RS(I3.1 Lumber sheatli� g. P :. - fects of such penetrations are specifically considered in th , - . Concentrated ,• . points o lumber used as floor she• ing shal onforin to Tables R503.1, P P y 4.5i ated loads acid their it f apple= f the member. ,. R503.2.1 .1( l ) and RS design 21,1(2), = g ��•y Y { r ca tion. • k,On.lFase . loor framin shall be nailed in aec a , g g 4.6. Controllin «end a�ld ear thgt�al.e loads. as • .. R�03.1.1 En _.�o�nts. End.. Joints lumber used wit able R602.3(1). There posts and beans o air er consti cic- .. 5. Adjustments to lumber and joint connector design `' subfloorina all occur over su orts un ss arid matched v n os i e •connections shall .. b F- PP . ,`. tion is ed to support f1 of framing, p � _ . , -9 Valdes for conditions of use. lumber is ed, in which case each piece all bear on at be provi to ensure against uplift . d lateral displacement. • . = • • least tw gists. Subflooring niay be !omitte _ when joist . , . 6. Each reaction f orce and direction. J , R502.10 Fr ing of openin - . Openings in floor framing :; spacin jdoes not exceed 16 inches (4 mm) a a I -inch be frame ith a hea rand triil�iner joists. when the 7. Joint connector type and description (e.a., size, _ � • shall j Q �. m) nominal tongue- and = Groove wood'strip oorinb t ( 1219 111 n1 the header thickness or aauae); and the dimensioned location • 7 • r to the joists. = = t header Joist span s n xceed 4 fee ), is • - -died perpendicc lar J joist a single inber the sarne size as the floor joist. tricall of each Joint connector except where symmey . may be � .. . • ='. rr • � ' • located relative the interface. joint Single trimmer Joi : -=ma a used to care y a sin header Joist that is located w' in 3 feet 4 i11r11) of the trimmer joist bear- • • J 8. Llrniher size, species Gild Grade for each nleinbc.r. in g. When the e�ader joists an ceeds4 feet (1219 ruin), the , • • . .. , g _ J P 9. Connec regUir enients fo trimmer' of -`and the header joist s 11 be doubled and of suffi- . «Tito the 9.1. Trciss-to -truss Girder. � cient Gros section to support the fioo Olsts frai - nin es i header. proved hangers shall be used the Deader Joist to 9.2. Truss plti -ply. trim i joist connections when the header Jor. span exceeds 6 9.3. Fields lives. Over fee 1 829 mm). Tail j oists ov er 12 feet ( 3658 nim no shall be , . •• � J 1 U. Calculated cleflec.tron atiU ar�d /Ur i�ia de- S orted at the header b y framing anchors or on le r strips p } sari tion for live and total load. o y less than 2 inches b 2 inches (51 mill b 51 mill). p ' 11. Maximum axial compression forces in the truss .� 2.11 Wood trusse . r members to enable the buildings designer to design the � L_ 0 R502.11.1 Desig wood trusses shall be designed in ac;cor- •�: size, connections and a n chorage of the pe r m anent 3 dance with approved en ineerin practice. Tile design and ; contintious lateral brachia. Forces shall be shown on . PP g P manufacture of metal plate connected wood trusses shall '� the ti•rrss drawirlg or coil supplemental documents. comply with ANSI/TP1 I. The truss design drawings shall �� ` - � • . g P y 12. Requ permanent truss member bracin location. be prepared by a registered professional where required by _ _t = ` the statutes of the Jurisdiction in which the project is to be 7, R 1 ra in 4Mre l _ ace • both ve and below the concealed space of a flo . iling as constructed in accordance with Section R 106.1. P sembly, ftstops shall be installed so that the, a of the con - R502.11.2 Bracing. Trusses shall be braced to prevent rota- Geed 1 000 s u feet (92.9 m , cealed spa does not ex q . ) tion and provide lateral stability in accordance with the re- D f . 11 d' ''d tl s ace into a roxi I �ct *ilk M, ra tstoppi n a i� i e zt c oncea _ p pp specified in the construction documents for the l e ual • e� . where the asse v is enclosed by a floor quirements matey q ar .: building and on the individual truss design drawings. In the = • membrane abo an ceilinti! n ubrane below draftstoppina r absence of specific bracing requirements, trusses shall be shall be provided in flo e Q assemblies cinder the follow - braced in accordance with the TPi, HIB. s in g circumstances: .. R502.11.3 Alterations to trusses Truss inembers and corn- - • • ' - i - tided tinge a floor t rain i n er. . 1 g . ceilin is tit �. onents shall not be cut, notched, spliced or otherwise altered � P . , 2. Floor fr• ina, is constructed o uss -type ope -web or in any way without the approval of a registered design proles- t .. ddition I perfo ed members. sional. Alterations resultin i n the a of load (e.g., • • - des ign R50 f12.1 Materials. Drattsto ino rnat s shall not be HVAC equipment, water heater, etc that exceed the s : pP d for the truss shall not be permitted without verification le than '/, -inch l 12.7 nim t crvpsuin bo ard, inch (9.5 log p L � the truss is c of su ortin the additional l oading . ill) ��•UC}d sti panels. ' t ��.5 I11I11 > 'I'% -�ti' that e p pp �l � g 1 I $ 6 CffYOFrJGM I I F I v 4IL M C� � N 2� � r si C1 i l i I Ir r a TABLE R503.1 M INIMUM THICKNESS OF LUMBER - FLOOR SHEATHING a dead l Sl: I inch FOOTNOTES TO TABLE R503.2.1 A (1) 2 or 25.4 nini. I pound per square toot 0.0479 M in . MINIMUM NET THICKNESS • T f r ! TOR a. 1"he allowable total loads were determined usin kCI OR BEAM j e load of 1 0 pir. ti' dead load exceeds 10 )s • • load -shall be reduced accordiiii-ily. 1'. then the li% _inches) Inches) I. Perpendicular to joist I Diagonal t? b. PanelsC011tintIOLUS ON 1%k more spans with lono dimension perpendicul supports. S ar to suortspans shall be limited (o values* h(" - -nb' ol'possibleeff 4 Joist M CCZILISC 4 centrated loads. 24 //4 c. Applies to panels 24 inches or wider. T__ d. Lumber blockincy. panel edge clip-S (one midwcay between each support, except two equally spaced betwcen • supports %% `48 • inches). lonotie-and-groove / 5 ienspan •is 16 5 1 1 . . . .. - . : f:; . - :: � panel edoes. or other approved type of edge support. - ---- -- e Includes Structural I panels in these orades. 48a f. Uniform load deflection limitation: I/ of span under live load plus dead load, V, of span under live load 0111 1.10 40 Y. 54b k1aximuili span 24 inches for' '/,-inch panels. N/A h. Maximum span 24 inches wher e 314 inch Wood finish flooring is installed at right angles tojolsts. i. Nlaxinium span 24 inches where 1.5 inches of lightweight concrete or approved cellular concrete is pla'e'd 60c c o 'erfhe:_subflo0r. i. Unsupported edges shall have tongue- and - groove joints or shall be supported with block in cy less minimum nomul'al k' nderl ith end wid For SI: U c if ament _4 edoejoints offset at least I inches • or 1.5 inches of lightweight concrete or cellular concrete is pla�ed_o'ver - the subfloor. 1 wood finish floorim-1 is I inch 25.4 1 pound per square inch 6. kPa. c 6 installed at right anifles to the supports. Allowable uniform live load A maxinium span. based on deflect of -- Is -100 psf. cino a a. For this support lumber sheathing shall have a mi um F. of 675 h-thick'u nde'day'nient with end and edoejoint% and minim k. Unsupported edoe.s shall have tonoue-and-groove joint's or - shall be sui pporttld by blocking unless fi P/ ill . c of I 100,000 (see AF& PA/N DS). 4 0 7 :J: ffsei at least 2 inches of- - nch wood finish floorino is installed at rictht ant.-fles, to the supports. Allowable • livti load ni - xim 4 -i m i a uni span, based ondelle b. For this�.0 incr, lumber sheathing shall have a minimum of 765 port spac , 0 L tivil of of span. is 100 psi'. except panels' with a span rating of 48 on c and pffi E of .1,400,000 (see AF&PA/NDS). enter are limited to 65 psf Iota] - uniformload"at ma'xinium span F fiis suppoil spacing, lumber sheathing shall have a minimum Fbof .ce K 1101%op& minimum E of 1,700000 (see AF&PA/NDS). lip q * S u 61 - 1* 1 001 combined subf10 p uctural panel sheathing undel leat* Wllel*e Used its SUN 160101110 01 • L I mil StIbIloo ��0( A 1411*2* 1 * I Al. R503.2.1 Identification and grade. Wood structural panel y lei dstruct anels siliti I he f t' Me (I 1*"L `1003.1 1 1 sheathing used for structural purposes shall conform to )ecit"Ied i whell 1*�%ood i. S-c.om DEC PS 1, DOC PS 2 or, when manufactured in Canada, )ZHI011 S Libilooi • V CS 0437 or CSA 0325. All panels shall be. identified by a t1ilderlay11101111 tile )CCil'ied if) 143ble grade mark of certificate of ingnection issued hv an nn.- R 503 . 1 . 1 • l ti roved agency. roved gency. 2 r . TABLE R503 W. ALLOWABLE SPANS FOR SANDED" PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa LE R503.2,1.1(1) A L ABLE S I& moth, -0 PANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF .b.c SPACING OF jOISTS AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT (inches) f OR DE IF IDE ATION 16 MAXIMUM SPAN _1 - - --- 20 MINIMUM NOMINAL LOAD (pounds per square foot, 24.- IFIC at S )d Onche AMD PANEL THICKNESS maximum span) S" T_ AN P�C C I t. MAXIMUM SPAN SPAN RATING (inch) With edge supp or 1, ml 2 0 J Without edge support Total load Live I (inches) oad I n A- ti Sheathig" Roof Subfloor f • - I 4 7/ 4 3/ Of 0 30 4 12/0 12 0 16/0 4U 30 0 A Cs' Ir Sl: I inch 20/0 16 20 -)o -5-4 pomid Per ' 0.0419 k Nhn 40 30 0 l ace gn cowillimus ox M* 1110re elltfictilar to IL11 I) Pei 2-4/0 . 24 -)Of 1111ork. I 111suppor(ed edee hall he to 40 In" 30 %_ 0 _rl roove or blocked • CXCePt illch d lerklyll � W hilish 11001* is ``1 m 24/16 24 4 50 16 Allot, lillifill live loaf - 11 1] - lectio l , () I - 40 iMUM %pan hased on clef I(N I)NI. 32/16 32 8 40 30 1 6 Pe pI \r 40/20 40 32 40 30 20' 16012.2 Allon __ ______ _ _ -. _ )a ns. 'riie allmvable spall S Y :5. struclurk-6.1 46. d its M tise* t)fl() of - * c(mlibillation 48/24 _ 48 36 45 35 ) 4 lellt shal I h ill Table 60/3. 60 48 45 35 32 R50 . 1. 1 (1 tie 11RIX111111111 sixell) 1( • stinded )1 « Combination subfloor yb U 11ded ay file III S Underlayment, C-C plugged, single floors 1 . e as set fOrtil i underlaym IF Roof' ent' T' Mlle R.503 IJ 5 16 o.c. 24 5 0 40 16 0 113til altHPIL I StRICItil I)IIII 32 11 Sed as 20 o.c. 3 40 30 % 20 r or Plation stil)floor t1ilderkavillellt A I I)e !it- • 48 lad I() witiod I'l'i"11111110 III 11611cc 36 35 1 -5 1) ordalice Willi 11ible R6 .34 1 .4 f "I %hilll I)e . 1111:11ch' a - . &;.-d w 32 o.c. 41 %' 40 P ir feel fic 50 40 IL mom A. . e %% [h "I'able 1005.3.1(2). 3 COYOFURMU 48 o.c. 60 48 50 X) AQ . jqj. 4 u I continited) CENM .5:.. -���� - �� Lam__ ` 16 rA 00 b5 — TZ !. V Inv 1rJ 0 C 17 % Go CIA es > << LL: r • 4 "S SECTION R506 0 CONCRETE FLOORS (ON GROUND) W R 506-1 G on fl shall be a eneral. Concrete slab- -round oors • m 3.5 inches (89 min thick (tor expan y , : SECTION R601 minisive sods, see ' f .•: :.z • th of con- GENERAL ` Sect R403.1.8). The specified compressive streng �- h crete shall be as set forth in Section R402.20 Y R601.1 Application. The provisions of this chap ter shall , con . , trol the design and construction of all walls and P artitions for all R506.2 Site preparation., The area within the foundation walls I buildings. i N P p Shall have all ve etation, to soil and foreign material removed. = g P I R601.2 Requirements. Nall construction shall be capable of # accommodating all loads imposed according to Section R301 R506 .2.1 Fill. Fill material shall be tree of vegetation and � ' and of transmitting the resulting loads to the supporting struc- foreig material. The fill shall be compacted to ass«re uni- ur e g t 1 ments. f orm supp ort of the slab and except where a roved, the fill f supp P pp A., • ' in ches 610 mn� for clean sand or Compress*ble floor - covering materials. depths shall not exceed 24 incl ( ) . 11111 for earth. •• pressible overing materials that coin Q pre than ravel and 8 inches (20_ min ,,;�� ` • '/32 inch (0.794 mn en subjected to,.. 0: pounds , (23 kg) • ap over 1 inch s uar mm�of material and are - k (102 rnrn base course co�1 PP q ) R�06.2.2 Base. A 4 islch thic ) f:. 1 . :.:: ' -. . greater than / inc .�% in in t s in the uncom- crushed stone or b s sisting of clean graded sand, gravel, . - � .... - �- - • , . • - 2-inch ( mill) si�v _ � pressed st „; hal not extend beneath walls, ions or crushed blast furnace slag passing a col. ;which are fastened to the floor. shall be p laced on the pr e pared sub«rade when the slab is be P Y . low grade.; Al, - a w the con SECTION R602 E A base course is not required N _ p _ WOOD WALL FRAMING << installed on well- drained or sand-g mix . Crete slab is install g . . • - - ' - dins to the United . - R602.1 Identification. Load-bearing •- • i n tune soils classified as Group I accoi b `� i g dime son lumber for So i l C lassification System in accordance with Table'1_' studs, plates and headers shall be identified by a grade mark of a 1: So C y • lumber g rading or in agency that has been a p p roved b : S4 8405.1. g g P g Y PP Y an accreditation body that complies with DOC PS 20. - In lieu of r - 6 mil (0.006 inch; I a grade mark, a certification of ins ection issued b r retarder. A f- _ P Y a lumber v a p or r_ et _ _ :• is t apped RT grading or inspection agency meeting the requirements of this polyethylene p :•,.: • laced between the section shall be accepted. not less than 6 inches. , P �an _. _ � = concrete , ::�. d the base co red R602,1.1 End - jointed lumber. Approved end-join'te'd lum- s e where no base course exists. ' ber identified by a grade mark conforming - to Section Y .= .•��- r,�1:r. =i`` �+ • �_ R602.1 may be used interchangeably with solid -sawn mein Except ..�r va retarder may be omitted: Exception p y bers of the same species and grade. . 1. From garages, utility buildings and other unheate R602.1.2 Structural glued laminated timbers. Glued accessory structures. l aminated timbers shall be manufactured and identified as • . , - required in AITC A 190.1 and ASTM D3737. , , p 2. From driveways w al ks, and other f�latwork q y not likely to be enclosed and heated at a later date. R602.2 Grade. Studs shall be a minimum No. 3, standard or 3. where a roved by the building official, based on stud grade lumber. PP local site conditions. Exception: Bearing studs not supporting floors ` and 4, p g PP g nonbearing studs may be utility grade lumber, provided the studs are spaced in accordance with Table R602. . p !_ R602.3 Design and construction. Exterior walls of wood -frame construction shall be designed and constructed in accordance with the provisions of this cha and Figures i i • R602.30) and R602.3(2) or in accordance with AF &PA's NDS. Components of exterior walls shall be fastened in accor- dance with Table R602.30) through R602.3(4). Exterior walls covered with foam plastic sheathing shall be braced in accor- dance with Section R60 2. - - fa 10. Structural sheathing shall be _. .tened directly o structural framing members. Y - xp Nw • ,.'• 'tip' • - i'.. • + r '.�' ; R602.3.1 Stud size, height and . s acin The size; height p g and spacing of studs .'shall. b e 'in- accordance with Table R602,3.(5) • p ;., I . Utility'' g r ade studs 'shall not b e spaced more than .16 inches . (406 m on center, shall not supp bore than •a roof and ceiliri and shall not exceed 8 feet (2438* min) ih .hei htl6r. walls and load - bearing walls or, 10 feet (3048 m_ m) for ante - nor nonload- bearin walls".� ,...:: :! 2. Studs more. than 10 : feet (3048 . mm} in height Which are in accordance with .Table R602.3.1. R602.3.2 Top plate: Wood stud walls shall be capped with a .. PP double top late installed t o ovide -over in comers P P. PP g at co and intersections `with: bearin + . artitions: End joints in to plate s shall be offset at -24 inches .(610 mm). Plates shall be a nominal 2 inches in depth'(5l: min) and have a width at least equal to "the width' of the - t Exception: 'A single to ate... . ` b " e installed in stud P p Y walls, provided the plate is ade uatel' tied At joints, cor�- �* y ners - and intersectin .:walls =.b a� minimum I g s Y 3 - inch =by - -i nc h. b a UO36 -inch =thick (7b mm b 152 �. mm by 0.914 min) galvanized :steel plate that is nailed to each wall or segment of - -wall by six 8d naits.ori each side,_ f' rovided the ra ters or joists �are over the studs ' with a tolerance of no more `than Tinch (25.4'mm). The ' top plate may b-- omitted over lintels that are ade uatel . tied to*adjacent :wall sections with' steel plates ore q uiva- . . lent as previously described. R602 .,3.3 Beariii g studs: Where joists, trusses or rafters are spaced more than 16 inches (406 center and the bearing studs below are s aced 24 inches (6 10 mm) on cen P . ter, such members shall bear within 5 inches (1 '.27 mm) of the studs beneath. Exceptions: = 1. The top plates are two 2 - inch by 6 - inch (38 mm by 140 mini) or two 3 -inch by 4 -inch (64 mm by 89 ! mm) i en , l bers. ' '2e A third top p late is installed. 3. Solid blocking equal in size to the studs is installed to reinforce the double to . PP late. J • R602.3.4 Bottom (iole) plate. Studs shall have full bearin g on a nominal 2 by (38 mm) or larger plate or sill having a 3 Fidth at le equal to the width of the studs. R6029 rio _ - g walls shal Wock as specif ed for exterior walls. C�5�125 f �J 1. F r� i tEWED F OR r. CODS COMPL1AT40E SAY 2nd ' Ott . Y .f T� v i� t 4 . ry " F OCEM powcom :ti J J . i r. a � V N V� mom 0 z S CIA O' P U z u y � N J f r s TABLE R60293(1) -• - •: ^ ,: ti:..,.._ FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 1 s NUMBER AND TYPE * ' DESCRIPT OF BUILDING ELE % _ OF FA STE INE R'' b,c,d SPA OF FA S TEN ERS . s joist to sill or, irder, toe nai __.___ —� _ _. __�_ :._.___ 3 -8d __ // 2 -8d // .: ►' 1 x 6 subfloor or less to each Joist, face nail 2 staple 1' /� --, 2 subfloor to or girder bl ind and fa nail _ 2- late to joist or bl 16 1 b o .c Sole ockin , face n ail _ -- _ -- ___..._.... - - - - ;� . . :, .. To or sole late to stud, end nail _ _____.._ _._____ ` Stud to sole plate, toe nail 3 - 8d or 2 - 16d ---, 1 O 24 O.C. d f Double studs, ace nail _ ------ - _ =� ' face n 10 2 4 Doublet o fates O.C. 1 _ - -'- - --- --- -- - - _ . Sole late to joist or blocking at braced wall panels _ - _ f 3 .16d 16 = o.c. nail in Double top plates, minimum 24-inch o ffset of end J oints, tac.c, 8 - 16d la ed area - -- - - - � _ -�.._ - .. ' t� - ; • - .:. - :. • - - -. o nail • . .:; , .. ... i _ +� - • � - - - , - r aft f 1 ., .: - late, toe 3- ,- Blocks between joists or rafters to t _ _ _ _ _ joist to to late toe nail o.c �' 8d 6 :. .:. Rim - - _ -- Ri Top plates, laps at corners and intersections, face nai 2-10d " _ _ lb" o.c,- al ong each edge - Built- u header, two pieces with 'I spacer 1 _ - - - --- ___ ---- ---_ Continued header two ieces 16d 1 o.c. along each edge i Ceilin joists to late, toe nail .__ A 3- -- --- ' toe 4 -8d --•- } :�� Continuous header to stud, o nail . jo ' art �� Ceiin laps over itions, face nail 3 -1Od _ , ' 3 -1 Ceiling to parallel rafters, face nail Rafter to plate, toe n ail _ __ - -- - _- - ___ 2 -16d __ i __ - :. :• 1" brace to each stud and plate, face nail 2 -8d staples, P/ :. 8d ' ./ .. , bearing, face nail �� � '• - • 1 x b sheathing to each a g, 11/ 2. staple 2 -8d 1" x 8" sheathing to each bearing, face nail 3 staples, P/," x = 3 -8d Wider than I" x 8" sheathing to each bearing, face nail _ 4 s taples, 1 ;/ _ Built-up corner studs _ _ ----- --- - -- - -- 1Od 24 o.c. V ail each layer as follows: 32" Y o.c. at #= f a nd beams 2 -inch lumber l 10d ;top and bottom and staggered. Two Built-up girders a � Y ` -� - - n ails at ends and at each splice. 2 -16d At each bea 2 lanks - ---- . Roof rafters to ridge, valley or hip rafters: :t toe nail 4-1 face nail 3 -16d • 3 -8d { Rafter ties to rafters, face 'f t • - r i 6 ' Gl • ,iii \k�� . "C MAWO 1)5 %OOP I IL5 E C. r J L z 1 . s . r i i Coll z " el V e A � Ok 7 < t i Q P 0 r� 0 - v W x oc t l i r FJ f 'agaAi 9 1xv =!±_,• „t Y � : 1i y? � 'C' C% ` " - ' ' • rr. 1E'= ::"glMr. . `• ' tt `� ` , ~`+ ' ' l ►:r R�r •1.�• . - ..'..7 TABLE 146013(l FASTENER SCHEDULE FOR STRUCTURAL MEMBERS SPACING OF FASTENERS DESCRIPTION OF BUILDING �-- MATERIALS 1 DESCRIPTION OF FASTENER a , c ,a, • Edges (inche ) 1 Intermediate supports°s (inches) t Wood structural panels, subfloor, roof and w all sh to framing, and part w ail sheat to framing s '6d common nail � subfloor wall) t s / b - /2 6 •12 :8d co mmon nail (r oof' ' 1 1 9j _18 c nail 6 12$ 11 / s" -1 1 /4 " .1 0d common nail or 8d deformed nail 6 12 Oth wal sheathing - / regular cellulosic fiberboard :1 1 / 2 . galvanized roofing nail 6d common nail staple heathin ! l lon 3 6 s g 16 ga., 1 /, / structural cellulosic fiberboard 1 1, galvanized roofing nail 8d common mail staple sheathing � 3 6 .. : . g .1 ga., 1 / lo 1 'S / structural cellulosic 11 / galvanized roofing nail 8d common nail staple - ` 3 1 6 (( fiberboard sheathing ` 16 ga., 1 long ' �/ "galvanized roofing nail-, 6d common nail; staple ; t /, gypsum sheathing 4 g . galvanized, I V, long, 1 screws, Type W or S . ;1 3 / 4 " galvanized roofin - nail; 8d com nail; sta ple 8 gypsum sheathing . 1 4 8 :g alvanized, 1 - 1 / 8 " l ono , b 1 s / •/ screws, Type W or S -� - Wood structural panels, combin ation subfloor underlayment to fram / and less 6d def ormed nail o r 8d common n ail 6 12 8d common nail or 8d deformed nail 6 12 1 1 / " -1'/ � " - =10d common nail or 8d deformed nail 6 12 8 1 ' SI: l inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 1.609 km/h. a: All nails are smooth - common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum av 1- era a bending yield streng as shown: 80 ksi (551 MPa) for shank diameter of0A92 inch (20d common nail), 90 ksi (620 MPa) fcA shank diameters larger than g g Y g - - 0.142 inch but not larger than 0.177 inch, and 100 ksi (689 MPa) for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum '1,-inch on diameter crown width. C. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four - foot -by -8 -foot or 4- foot -by -9 -foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). t f. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet maximum. . For regions having basic w ind speed is greater than 100 mph, n a ils winds speed of 100 or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic g g g �• p mph p • ' - ils ' for attaching panel roof sheathing t o intermediate sup ports aced 6 inches on center for pp orts shall be p minimum 48 -inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. - r i h. Gyp sum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to either AHA 194.1 or ASTM C 208. = _ °i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeter only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters. Blocking of roof or floor sheathing panel edges e to the framing members shall not be required except at intersection of adjacent root planes. Floor and root perimetershall be supported by framing niembers or solid blocking. TABLE R602.3(3) ALLOWABLE STUD SPACING FOR WOOD STRUCTURAL PANEL WALL SHEATHING i MAXIMUM STUD SPACING (inches) Siding nailed to:a PANEL NOMINAL THICKNESS - - - - '_ " - - - -- - --" -- -- - - -- - PANEL SPAN RATING (inch) - Stud - • _ . - _ Sheathing _ � i 16IU 2U /0 or well 1(� O.C. 16 -- - . -- . - - - -- 16'' -- - -- -- �� 16 car w�t1! ? c�.c.'. i l., 'I , 'il 'l, 14 2-4c �� /U, 24!16, . �l ,,, _ I l inch 25.4 nim. 3 a. Blocking of horizontal jc�tnts shall not he rrcluireci. - -�--- car le tis sl�ail bc. applied w ith long ` • - b. pl wow sheathing /,Jnci1 thick pp � � • Three-p 1 •w•cxxl panels shall tie applied with long dit� ensioit across studs. . �. n S Ll 0 V 'iii r :•.. � � .� s • •' , .�. � /iii •• , •, : '. -. . �f` VM - � is •: - - f.. — . C W • a S ' CnYOFT� r2. Y G -i I r 1 'MgMAO f ' E i r� 1 C s x C-: w J � M `7 OG O C N1 L i v x 0 C� L V I -1 V V JU - It ' I ,II '. t .:, .. IIIIII I . . - - 1 -4 - - L9 • _ J1602 1.3"l MAXIMUM ALLOWABLE'LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C and D, b9c MI ON-CENTER SPACING (inches) HEIGHT _w �---- (feet) 24 16 12 8 Supporting a roof only >10- 2 x 4 2 x 4 2 x 4 2x4 TOP PLATES 12 2 x 6 2 x 4 I 2 x 4 .2x4 14 2 x 6 2 x 6 2 x 6 2 x 4 16 It 2 x 6 x 6 2 x 6 .2x4 _T_ 18 NAa 2 x 6 2 x 6 2 x 6 1. 20 NAa NAa 2 x 6 2 x 6 = STUD 24 NA" NAa NA 2 6 BORED HOLE MAX DIAMETER 40 PER OF STUD DEPTH Supporting one floor and a roof r. I - A >10 12 Supporting two floors and a roof 2 x 6 2 x 6 2 x 4 2 x 6 2 x 6 2 x 6 2x4 2. x 6 >10 ? 2x4- 2 x 4 2 x 4 12 2 x 6 2 x 6 t I 2 x 6 2 x 6 2 x 6 2 x 6 2 2 x x 4 6 14 16 NA" 2 x 6 2 x 6 2x 18 NA6 NAJ 2 x 6 NAa 2 x 6 2 x 6 20 x 6 2x6 . 2 24 NAa NAa NAa 2 x 6 >10 12 Supporting two floors and a roof 2 x 6 2 x 6 2 x 4 2 x 6 2 x 6 2 x 6 2x4 2. x 6 14 2 x 6 1 x 6 2 x 6 2 X 6 2 x 6 t r NA' 16 NA 18 NA;% j NA;' 9 x 6 2 x 6 20 NA;' NA;' NAa 2 x 6 22 NA;' NA NAa NA 2 NA NAa NA-' NA .� For Sl: I inch = 25.4 mni. I foot 304.8 min, I pound per square foot 0.0479 kN/m I pound per square inch = 6.895 kPa, I mile per hour = 1.609 kin/h. a. Design required. b. Applicability of this table assumes the following: Snow load not exceeding 25 psff not less than 13 10 psi determined b multiplyi n g AF&PA NDS tabular y multipg 1 0 C: base design value by the repetitive use factor, and by the size factor for all species except southern pine, E not less than 1.6 by 106 psi, tributary dimensions for floors and roofs not exceeding 6 feet. maximum span for floors and roof not exceeding 12 feet, eaves not greater than 2 feet in dimension and exterior sheathing. b= Where the conditions are not wit hin these parameters, design is required. c. Utility, standard, stud and No. 3 grade lumber of any species are not permitted. (cone tutee) that the diaineter of the resulting hole is no greater than 40 per- R601.5 Interior nonbearing walls. Interim noilbearincy cent of the stud width, the edge of the hole is no closer than 5 / walls shall be permitted to be constructed with r1ft 8 i 2-inch-by-3 -inch (51 mm by 76 mm) studs spaced '24 inches inch (15.9 mm) to the edge of th e stud, and the hole s not lo- sated in the same section as a cut or notch. See Figures mm) on center or, when not part of a braced wall line, ;. b10 2-inch-by-4-inch (51 mm by 102 mm) flat studs spaced at 16 R602.60) and R602.6(2). inches (406 mm) on center. Interior nonbearino walls shall Exceptions: be capped with at least a single top plate. Interior nonbearint I A stud may C� be bored to a diameter not exceeding 60 i walls shall be fireblocked in accordance with Section I percent of its width, provided that. such studs located R602.8. in exterior walls or bearino., partitions are doubled and o successiv R602.6 e studs are bored. Drilling and notching that not more than t%% wall or bearing partition may be cut or notched to a depth not C� 2- Approved stud shoes mav be used when installed in exceeding 15 percent of its width. Studs in nonbearino pai 'w accordance with the manufacturer's reconimenda- A tiot.7 may be notched to a depth not to exceed 40 percent of a sinole stud width. Any stud may be bored or drilled, provide I tion. _ :_+�._ 5 tj I j A 5 /8 IN. MIN. TO EDGE olo It * ov r 1,10 NOTCH MUST NOT EXCEED 25 PERCENT OF STUD DEPTH . .d 3 A NOTE: Condition for exterior and bearing walls. 00 411' 0 BORED HOLES SHALL NOT BE IF HOLE IS'BETWEEN 40 PERCENT AND LOCATED IN THE SAME CROSS a 4 60 PERCENT OF STUD DEPTH, THEN STUD SECTION OF CIJT%OR NOTCH IN MUST BE DOUBLE AND NO MORE THAN TWO STUD SUCCESSIVE STUDS ARE DOUBLED AND SO BORED FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS IF 0 REC coyof V III, 0. 1 t - e - -.) - " __%V PEMTCEMM A • �a5- �2� 0 Z ON > 0 F- 0 Z J* I If -.WAA r 8 - r, V f R602.8.1.2 Firebloeking integrity. The integrity.. f A OP ireblocks shall be maintained. ., . 8602. fipple walls. Foundation crippy,-Avalls shall be framed of s not less in size than the�tudding above. When exceeding 114 1219 mm) in _ fight, such walls shall be framed of studs ham he siz : 6q`uired for an additional story._ Cripple walls with., height less than 14 inches (356 mm) shall be she don at ��� ne side with a wood struc- tural panel t t��s fastened to both t�te�;t� and bottom plates in accords `�th Table R602.3(1), or the crippl.g .walls shall be' � con uct6d of solid blocking. Cripple walls shall orted ontinuous. foundations,--,,:. T � -:�. • U 6 - 02.10 Wall bracing. All exterior walls shall be braced in a = cordance with this section. In addition, interior braced wall lines shall be provided in accordance with Section R602.10.1:1. For buildings in Seismic Design Categories D, nd D,, walls shall be constructed in accordance with the addi- ional requirements of 8602.10.9, R602. 10.11 and 8602.11. 8602.10.1 Braced wall lines. Braced wall lines shall consist of braced _wall -panel construction methods in accordance with Section 8602.10.3. The amount and location of bracing shall be in accordance with Table R602. 10.1 and the amount of bracing shall be the greater of that required by the Seismic Design Category or the design wind speed. Braced wall pan- els shall begin no more than 12.5 feet (3810 mm) from each . end of a braced wall line. Braced wall panels that are counted t as part of a braced wall line shall be in line, except that offsets out -of -plane of up to 4 feet (1219 mm) shall be permitted pro- vided that the total out -to -out offset dimension in any braced � wall line is not more than 8 feet (2438 mm). `� A designed collector shall be provided if the bracing be- gins more than 12 feet (3658 mm) from each end of a braced '. wall line. • 4� Is- . a [ t H .re. e ' 1 f -t� ! Y \�f , n�A �.• \" , � t T'��.� �•.�� - f•* .ry •'t'�r.�,'(� 1 y• �• � . i ��i, u '!. ' �_•• � ��;+�'''•� }7.� •• �• !•'- '��t�. • �i . " . � ' '��� t• ., 1• �.f i7 `. . - -':tom �• y�j } � . �j - �~ TAB - LE 13602.10.1 • . • �... • WALL BRACING •• t IEVVED FOR C- OMPZIANCE MAY 2 2 2006 City Of TyWlR jIJ)TAIP i`1i1JfiQ IN . ■ y Cripple walls ;Method 3 :on center but not less than 75% of braced wall • , :tine. For S1: 1 inch = 25.4 min, I toot = 304.8 mm, 1 pound per square foot = 0.0479 kN /m', 1 mile per Lour = 1.609 km/h. a. Wall bracing amounts are based on a soil site class "D:' Interpolation of bracing amounts between tl•e S values associated with the Seismic De Cate s shall be permitted when a site specific S value is determined in accordance with Section 1615 cif the biter t itional Builtling C'ocle. b. Foundation cripple wall panels shall be braced in accord_ ante with Section 11602.10.2• c. Methods of bracing shall be as described in Section 8602.10.3. The alternate braced wall panels d•--;eribed in Section R602.1 shall also be permitted. N. 3 ± N d. The bracing amounts for Seismic Design Categories are based on a 15 psf wall dead load. For wally %::th a dead load of 8 psfor leis, the bracing amounts shall be permitted to be multiplied by 0.85 provided that the adjusted bracing amount is not less than that rec ::!. d for the site's wind speed The minimum length of braced r panel shall not be less than required by Section R602.10.3. e. When the dead load of the roof /eeilin`= exceed% 11 psi', the bracing amounts %hall be increased in accordance with Section R301.2. 2.4. Bracing required for a site's f wind speed shall not be adjusted. - , -.,. _ ✓ �`� `: s X'" T �,.-Ai -SNIP- com Do • ['Ai u V J t 0 Z O �s • I f '� OC o M . 00 f N Z N V O I L N s.n tt w= a <c Q 0 O «z a f f V 1 1 _.Mmaj SEISMIC DESIGN CATEGORY OR : t W IND SPE ED CONDITION TYPE OF BRACE . 1, AMOUNT OF BRAC1NG One story Located at each end and at least every 25 feet Methods 1, 2, 3, 4, S; 6,--7 or 8 Ion center but not less than 16% of braced wall Top of two or three story , .;, f line. -1 Located` at each. erid and at least eve 25 feet First story of two story on center but not less than .16% of braced wall Category A and B (S,:5 0.35g .Methods 1, 2, 3, 4, S, 6, 7 of 8 . < Second story of three story i ,line for Method 3 and 2S% of braced wall line and S _ 0.33g) or 100 mph for Methods 2,�'4, 5; 6; 7 or 8. and less _ !Mini mum - 48 inch wide panels located at each end and at least •eve 25 feet cehter but not First story of three story Methods 2, 3, 4, 5, 6, 7 or 8 less than 25% of braced wall line for method 3 - . = ;and 35% of braced wall line for Methods 2, 4• I 5, 6, 7 or 9. • 1 Located at each end' nd at every 25 feet 10ne story ! on center but - not : less than - 16% of braced wal l 'Top of two or three story � Methods I 2, 3, 4, S, 6,, or 8! . p y ;1 the for Method 3 and 25% of braced wall line for Methods 2,' 5, 6, 7 or 8. 1 Located at .eac h e nd and a < t least every 25 feet Category C (S _ 0.6g and - ' First story - of two story on center but not less than 30% of braced wall S :5 0.50g) or less than 110 Methods 2, 3, 4, S, 6, 7 of 8 m h I I Second . story of three story .., line for Method 3 and 45 %'of braced wall line P .: ::. for Methods` 2 .4 S; 6, 7 ' r 8; f •:r, ' +, ' C c.y •' . :1:' , , it • - • • • - Located at each end' and at least every 25 feet on center but not less than`45% of braced wall First story of three story Methods 2, 3, 4, 5 6 7 or 8 line_ for Method 3 and 60°Io•of braced wall line for Methods 2, 4 5, 6, 7 or 8: lLocated - at each s end and at least every 25 feet ;One story on center To but not less than 20% of braced wall • ' • � Methods 2, 3, 4, 5, 6, 7 or 8 - - ' ' - Top o #� two or three story ' line for. Method 3 and - 30% - of braced wall line !for Methods 2, - 4 5, •6, 7 or 8. - . < Q I Located at each end ' and not more than 25 feet Category D (S _ 1.25 and . g Y s _ b - 'F i rst story of two story center but not less than 45% of braced wall S 0.83a) or less than 110 Y y- !Methods ds � Second story of three s or � etho s 2, 3,'4, 5, 6, 7 or $ . mph y t y line for Method 3 and 60 % braced wall line - t I for Methods 2,4 ; 5, 6 7 or 8. [Located at each end'and not more than 25 feet • ton center but not less than 60% of braced wall First story of three story { Methods 2, 3, 4, 5, 6, 7 or 8 .-A for Method 3 and 85% of braced wall line for Method 2, 4, 5,• 6", 7 or 8. I _ ! Located at each end and at least every 25 feet One story Ion center but not less than 25% of braced wall •Methods 2, 3, 4, 5, 6, 7 or 8 Top of two story 1 !line for Method 3 and 40% of braced wall line for Methods 2,4, 5 6 7 or 8. Located at each end and not more than 25 feet Category D, or less than � � - - . ion center but not less than 55% of braced wall 110 mph First story of two story ,Methods 2, 3, 4, 5, 6, 7 or 8 1 line for Method 3 and 750 of braced wall line for Methods 2, 4, 5, 6, 7 or 8. I Located at each end and not more than 25 feet f r 0 1 R602.10,ol Spacing. Spacing of braced w all lines shall �,. " Ir (6 10 mm) stud spacing. Wood structural panels shall not exceed 35 feet (10,668 mm) on center in both the lon- be installed in accordance with Table R602.3(3),. � itudinal and transverse directions in each story �, One -half -inch (12.7 mm) or' - (19.8 mm) thic 32 Exception: Spacing of braced wall lines not exceed- `structural fiberboard sheathing applied vertically � ing 50 feet shall be permitted where: ; � � prizontally on studs spaced a maximum of 16 inc h min) on cPntPr h thi n If The wall bracing rovided a uals or exceeds the ar sea g P sh 1 be installed in accordance with Table R602. amount of bracing required by Table, R602.10. I multiplied b a f • to the braced wa 5• Gyp um board with minimum '/, -inch (12 .7: m) r p y a toi equal lines ac i n a divided b feet slid . f thick ss placed on studs spaced a maxi of 24 P y 35 • inches 10 mm) on center and fastened at - inches 2. The length -to -width ratio the floor /wall dia- ; (178nii"on center with the size nails specie` din Ta- hragm does not exceed 3:1. . ,�� .- - ,. Y }: ble R602. (1) for sheathing and Table R 2.3.5 for 2 C r t � ter' � � ti ;� .�.,� : � _•,,--- ...,...,�? -�:� . . -• - _ .� 02.10 - le�wal "};=�` interior um • : pp i bracing. gy board'. 6. Particleboar s all sheathing p anels in - • 602.10.2.1 Seismic Design Categories Other that g p sta ed in accor In Seismic Dena • D cri dance with Ta e R602.3(4) n Categ other than �e wa s shall be braced with an amount and type of bracing 7. Portland ce;nen'6 faster on studs s ac.` d a maximum f as r uired for the wall above in accordance with Table of 16 inches (406 m) on 'center an - installed in ac R602: 0.1 with the following modi f icatioils f or.cri Pp le cordance with Sect. n R703.6. C> wall bra ing: 8. Hardboard panel sid •: i when nsta fed in accordance.-,. 1. Theo, ercent bracing amount as determined from with Table R703.4. Table f 602.10.1 shall be increased by 15 per cent, Exception: Alternate braced wall nt is constructed in �. P and _ accordance with Section R = 2.1 a - ' 0 shell be permitted to 2. The wall" panel spacing shall be decreased to 18 replace any of the above meth ds • f braced wall panels....". E, feet (5486'Rm) instead of 25 feet (7620 mni). R602.10.4 Len th of r . N ..� g braced pa Is. For Methods 2, 3, 4, . . R602.10.2.2 SeismiV Design Category D in Seismic 6, 7 and 8 above, each braced �� �. anel shall be at least 48 • t: Desig Category D,,reri le walls�`shall be brayed in ac- inches (1219 n�nl in Ten th g _ , pp ) length, c en - g a minimum of three cordanc.e with-Table R602.10.1 •/ studs aces where studs s are s • .ced I�0'tnclies (406 mm) on .. . center and covering • A. -� g a mini m of two stud spaces where R602.10.2.3 Redesignatlon W cripple ti ;labs. In any � studs are spaced 24 inches 0 mm) A,ceilter. For Method Seismic Design Category, c Ipple walls are permitted to �y * - 5 above, each braced wall anel shall b at least 96 inches be redesignated as the first tory walls for purposes of de- .i 0.438 mm) in length whe , applied to ohe -face of a braced termining wall bracing requirements. If the l i crppe walls wall �� . panel and at least 4 • inches (1219 min) where applied are redesignated, the stories above the redesignated story to both faces. : ; shall be counted as the second and third stories respec - : = tively. V Exceptions: • :, ` R602.10.3 Braced W 11 panel construction methods. The 1. Lengths of brac wall panels f© continuous P �'. • wood stru - ural panel sheathing shal s�be in accor - construction of brae. d wall panels shall be in accordance wood . P g with one of the fol owi methods: dance u,' Section R602.10.5. 1 v 1 2. Length of alternate braced wall panels . -hall be in 1. Nominal I inch -by -4 -inch (15.4 let mn1 by 102 nirn) cc 2 10 a or nee with Section R60�...6. . continuou diagonal braces in to the top and hot , • R602.10.5 C tinuous structural panel sheathin• - When - tom pia �s and the intervening studs or approved • - _ P metal strap devices installed in accordance. with the continuous - ood structural panel sheathing is prov . e in manta �acturer' ecifications accordance ith Method 3 of R602.10.3 on' all she a� able •� s sp ecifications. . The let-in bracing shal ,/be p laced at an angle not more than 60` earees areas of exterior walls, and interior braced wall F es, % 1. 6 r•ad or less than 45 degrees (0.79 rad) i�om the . Where re fired, including areas above and below opens s, aced all panel lengths shall be in accordance with Ta . e h izontal. br R602. .5. Wood structural anel sheathing hall be i boa rds of V inch 15.9 nin it • p g ood boa s ( �) n r11r t1 t inu m stal le at corners i n accordance with ' a Fi R602.10.5. Th thickness applied diagonally on studs spaced a maxi- brae' amounts ants in Table R602.10.1 for Method 3 shall b mum of 24 inches (6 10 inns). Diagonal boards shall :i; a t.. per fitted to be multiplied by a factor of 0.9 for walls with a attached to studs in accordance with Table R602.30) 602.30 )• Q - POW n1 i mum openin height that does not exceed 85 percent of . - 0o structurid anel sl ae thin with a thickness nor _ - t wall height or a factor of 0.8 for walls with ' . P � � a maximum less than S/ inch (7.9 mm) for 16 -inch (406 rnm) stud ening hei�ellt that does not exceed 67 percent of the wall ,6 P spacing and not less than / inch (9.5 nim) for 24-i.! i c Ph, Uht. .� � �_ - TAB L 860 •10. LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALL MINIMUM LENGTH OF BRACED WALL PANEL (inches) MAXIMUM OPENING HEIGHT NEXT TO THE BRACED WALL PANEL 8 -foot wall 9 -foot wall i o -foot wall (% of wall height) a. Linear interpolatiotl shall be permitted. b. Full -heig t s T e is to either side'bf gara a one ' •- tit - =1 ht�ffift:: r "s` nly, with roof covering dead loads Y ply Y� of 3 psi car less sh ,1 16d NAIL AT 24 IN. O.C. GYPSUM WALL BOAR D INSTALLED I N ' ACCORDANCE WITH CHARTER 7 ' 8d NAIL AT fi IN. O.C. 8d NAIL AT 12 IN. Q.C. ON ALL WOOD STRUCTURAL PANEL (ALL-PANEL EDGES). FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE PANEL EDGES WITH TABLE R602.3(1 .., (a) OUTSIDE CORNER DETAIL Or V 't� :. GYPSUM WALL BOARD IN STALLED IN ' t �� ; � ACCORDANCE WITH CH NTERiOR ACCORD CHAPTER 7 (IN TERIOR) :. .: - _ WOOD STRUCTURAL PANEL 16d NAIL AT 24 IN. O.C. INSTALLED IN ACCORDANCE ,f ' - WITH TABLE R602.3(1) jF =. - 8d NAIL AT 6 IN. O.C. ON ALL FRAMING = .i : MEMBERS AT PANEL EDGES AND 12 IN. - m O.C.: ON ALL FRAMING MEMBERS NOT p AT PANEL EDGES - t (b) INSIDE CORDER DETAIL FIGURE R602.10.5 EXTERIOR CORNER FRAMING 1 i 48 4 60 - 100% 32 36 40 2_4 27 30 65% V s %g.,\i 0 \ . ��5-125 0 OW "TU E CZ X u a u L DO c Z G - i �i I �. r i N z " V Wb Q�� o �: f ant N � wa � r_ H FA i r s Ji ti. Rafter ties 4 feet (1219 mm member, or to any other hole located in the member. Where shall spiced not more than � , on center. { ' he member is also notched, the bole shall not be closer than ,•E ::' inches (51 mm) to the notch. R802.3.2 Ceiling joists la ed. E ;ids of ceilin joists s all - • � Pp g f raft r butte Exception. Notches on cantilevered portions o rs � e l ap ped a minimum of 3 inches (76 mm) o d over 0 - •e permitted provided the dimension of the remaining aring partitions or beams and toenailed to the fearing, f• ion of the r after is not less than 4 -inch nominal (102 ber. Whenceiling oists are used to provide resistance p j oists the length of the cantilever does not - exceed 24 to . fter thrust la ped joists shall be nailed to ether in. ac- mri�, an g Pg r •oists shall be tied inch s (6 10 mm). ...� co ce with Table andbutted j to et , r in a mann thrust. er to r fist such i R802.7.2 n ineered wood roducts. Cuts, �:�iotches and g es g P • • holes bore in laminated veneer lumber; glue- laminated � R8U2.4 A w t of able ceiling joist spans. Spans for ceiling Joists it are not - ff • members o -joists p ermitted unless the effect hall be in a' cordance with Tables R802.4 and R802.4(2). J p • s 1 � � e des' • • h enetrat ns are specifically considered in th g ; F or other rades and species and for other loading conditions, such p t p y P refer to the AIF&PA Span Tables for Joists and R afters. of the member: }f R802.8 Lateral sup por t. Rafters and ceiling Joists having a for.= afters shall be in • R802.5 Ailowali�e rafter spans. Spans .� rat exceedin 5 to .�1 based on nominal di- - f d rat • g �, , accordance with Tables R802.5.1(1) through R802.5.1(8). For at oints of • • mensions shall be provided with lateral support p other grades and sp ties and for other log ing conditions, refer .bearing to prevent rotatio_�. r Joists an Rafters. The span of g p to the AF &PA SpanTables fo J p ���• • j� - hall be mea ured alon the horizontal ro'ection of 8802.8.1 Bridging. ern nd ceiling Joists having a each rafters s g projection r, r depth-to-thickness ratio a ce ding 6 to 1 based on nominal the rafter. p , shall be su o ti ed laterall b solid blocking, dimensions y y inst alled to re- • 8802.5.1 Purlins. Purlins are per'? fitted to be i (wood � m tai inuous 1 -inch by dig onal bridg ng ) or a cont • Purlins . g - � � � ` duce the span of rafters as shown ; Figure R802.5.1. _ w d stri nailed across the raf- , • ,l 3 inch (25.4 mm by 76 ) op p rafter's that shall be sized no less than the re fired size of t xceedin 8 feet (2438 • ters or ceiling Joists / ntervals pot e g they support. Purlins shall be oeontinuous and shall be sup mm). p orted by 2 -inch by 4 -inch (5 � mm by 102 mm) braces in P - . • N f o in s. O penings in roof - and ceiling stalled to bearing walls q t a : o e not less than 45 degrees R802.9 Framing o g p g ; • framing shall be fra . gd with header and Joists. When from the horizontal. The ,br. ces shall be spaced not more g .�, braced length of - the header joist sp n does not exceed 4. eet (1219 mm), th than 4 feet (1219 mm) on c nter and the un g header oast may - a single member the sam size as the ceilin braces shall not -exceed 8 feet (2438 mm). J • x .. - joist or rafter. $ le trimmer joists may be u • ed to carry a sin- = 8802.6 Bearin . The ends f each rafter or ceiling Joist shall `• that is located within 3 feet` 14 mm) of th g gle header jo ..p have not less than V/, inches (38 mm) of bearing on wood or aria .When the header joist s : an exceeds trimmer Joist e g p, metal and not less than 3 inches (76 mm) on masonry or con- feet (1219 mm), the trimmer Joists and the header oist shall be Crete. doubled and of sufficient cross section to suppo rt tthe ceilin • If the finished ceiling joists or rafter framing into the header. Approved hangers shat 0 a 0 8802.6,1 Finished oiling material. b J : e ceilin prior to the attachment of be used for the header Jo1st to trimmer Joist connectioQs whe . -- material is installed. th g p mat • -.� ' • • facto a the header joists an exceeds 6 feet (1829 mm). Tail ioik��_ ove ceilin to the walls, such as i n construction at a factory, J P the g - • finish ceilin 12 f et (3658 mm) long hall be supported at the header b compression strip of the same thickness as the fin g � g P • t1 above the to late of fra, ing anchors or on ledger strips not less than mater 2 inches b; material shall be nstalled directly if the comp ressive stren th of the finish cell- iI es (51 mm by 5,1 mm). bearing wal . , p g is less than the loads it will be required to with- - ing material R 2.10 ood russe s. stand. The co mpr ession ression strip shall cover the entire length of :.p R802.10.1 Truss design drawings. Tr uss - design drawing . s, and shall be at least one -half the width of the _ g , such top plate in conformance with Section 8802.10.1, shall be top plate. It hall be of material capable of transmitting the prepa s l p b r h uilding official and approved prior to instal - �. , provided to the b b pp p loads transferred through it. lation. Truss design drawings shall include, at a minimum, R802.7 Cuttin j and notching. Structural roof members shall the informations pecified below. Truss design drawing shall not be cut, bared or notched in excess of the limitations speci- : be provided with the shipment of trusses delivered to the fied in this $ ection. - jobsite. solid joists raf - R802.7._ awn lumber. Notches i n 1 u tuber 1. Slope or depth, span and spat: i n g. exceed one -sixth of the depth of the ters and�beams shall note P - � 2. Location of all joints. Q than of the th of t be lon er tha member, shall no � , + I not be located in the middle one -third 3. Required bearing widths. the mg mt)er and shat th =:s an. Notches at the ends of the member shall not ex- 4. Design loads as applicable. of p . 1. To chord live load'(including snow loads). . 4 . p - '' 4.2. T6p'chord dead load. ; 4.3, Bottom chord live load. cad load: 4.4; Bottom chc rd d loa `��and pli- their oints of a 4.5. Concentrated �s p P cation = : Co thuake loads. 4.6. b wind -and ear q 5. Adjustments to lumber and • onnector design values for conditions :fuse, • • ; ' force and direction.: 60 . Each reaction int or t ype - : arid descri tioi� e.g., . size, 7. J o connect P C thick ne g �) ss or eau a and the dimensioned location of . each joint connector. except where symmetrically lo- cated relative to the Joint interface . 0 8 • Lumber size, species and grade for each member. . P -9. Connection req arements for: . 9.1. Truss to truss girder. 9.2. Truss ply to ply. 9.3. Field s • liLes. ' on r=atio and /or ma ximum de- ma Calc ulated defl�,cti . 10.. Calc . - stir tion for 1 iNt a and total load. com Cession f orces in the truss I L - Maximum m axia l p :able the building designer" to design members 'to enable g the size connections and anchorage of `the perms- _ � . ntinuoLss' lateral bracing: F shall .be es . Went co , . n the tress desi gn'drawing or on supplemen- . Shown o g - tal documents. • .E f_ = 120 Re uired permanent truss. member bracinglocation. q P ' = - tru be�designed in accor- R802.10.2 Design N-Vood tru g accepted t �� ineerin p ractice. dance with accep g g -The design and p - t a# late - connected wood trusses shall u manfacture of me p comply wi th ANS IM4 1. The truss design drawings shall • a re is tered professional where required by be prepared by b o P . the statutes of the juri- in which the project is to be co nstructed in accordance with Section R106.1. - R802.10.3 Bracing. "Trusses shall be braced to prevent rota f ion and provide lateral stability in accordance with the re- qu ireni ents ecifred in the construction documents for the uildin and - on the individual truss design drawings. In the bg absence p - of specific bracing requirements, trusses shall be b braced in accordance with TPI/HIB. 4 Alteratio ;:s to trusses. Truss 8802.10. shall not � P be cut, notched drill-A, spliced or otherwise altered in any without the a ri val of a re istered design professional. way «itho PI' . . resultino in the addition of load. (e.g., HVAC Alterations ecl«ipllie nt water lie:_er that exceeds the design load for the truss • shall not be Pc- �r:: i itted without verification that the truss is cap able of suppc :jig such additional loading. e - one-fourth the depth of the member. The tension side of f bers 4 inches (102 mm) or o reater in nominal thi ckn ess me _ except the ends of the members. •The_ -� — - - sI l not be notched p - e holes bored or cut into members shall not meterof th .r• e -third the de th of the member. Holes shall not be �,. d on P an 2 inches (51 mm) to the top or bottom of the ; closer th 4 • • .i ;t l ` i �D lit t✓iY 1i _0 \ ` O VO� r= Z ICA z a I I i i i i 1= r M z " ww U3 O Q� J .- z O ''4 z IRr� , �Cj) NFIFFTNIM u r 1 5 _.dddA0 I s R802*10*5 Truss tow .. ���� "• SECTION R805 >�. �. R OOF . .. wa ll connection. Trusses shall be con � j � I ES � nected to wall plates by the use of approved connectors hav- CEILING of not less than 175 pounds (79.45 FINISHES Ong a resistance to uplift ry . SECTION R902 kg.) and shall be installed in accordance with the manufac- �`� R805.1 Cill ing�� mPallation. Ceilings shall be installed_i�c- ROOF CLASSIFICATION cordance with the rre�e. r_. interior wall finishes aspro- turer sspecifications. For roof assemblies subject to wind ��, Sectio' � "' -� ; ;�....�._ ..R902.1 Roofing covering materials. Roofs shall be covered J vided in ri -R702: �' uplift pressures of 20 pounds per square foot (0.95 8' kN /m :�' .:� r r �` ��l� '� �� : � with materials as set forth in Sections R904 and R905. Class A; or greater, as in Table R301.2(2), adjusted for ��-�� � :' B or C roofing shall be installed are designated by lestablished aw as height and exposure per Table R301.2(3),. see section � requiring their use or when-the edge of the roof is less than 3 8802.11. - }� SECTION 8806 t feet (914 mm) from & pr line.: Classes A B and C roofing ROOF VENTILATION required to be listed by this section shall be tested in accordance X802.11 Roof tip -down. , � with UL 790 or ASTM E 108. Roof assemblies with coverin s R8 ` 1 Ventilation required. Enclosed attics and enclo d .. . g R802ol1.1 •Uplift resistance. Roof assemblies which are •� ° ;� of brick fte aces formed w dhere ceilings at e applied directly t the .masonry; slate, cl:: ra y or concrete roof tile, exposed cones 1 subject to - wind uplift pressures of 20 pounds per square foot �� � ` �;�crete roof deck, ferrous or � opper shingles or sheets, and metal ; under e of roof rafters shall have .cross ventilation fo : each A (0.98 kN/ml) or greater shall have roof rafters or trusses at• separat pace by ventilating openings protected against e en- . ; sheets and shingles, shall L;\.- considered Class A roof coverings. Cached to their supporting wall assemblies by connections : trice o ain or snow. Ventiladn o enin s shall be ovided .,'' ` � � ` `� � "`` g P g � 8902.2 Fire- retardant- t�•��ated shingles and shakes. Fire -re- capable of providing the resistance required in Table `+ with con ion - resistant wire mesh, with 1 / g inch (3.2 m) min- tazdant- treated wood shah.; sand shingles shall be treated by . 8802.11. Wind uplift pressures shall be determined using an imum to' 'rich (6.4 mm) maximum openings. : impregnation with chemicals by the full -cell vacuum - pressure ;effective wind area of 100 square feet (9.3 m and Zone 1 in , Table 8301.2(2), as adjusted for height and exposure per Ta- ._� 8806.2 Mi mum area. The total net free ve Hating area � process, in accordance with AWPA C I - Each bundle shall be shall not be 1 s than 1 to 150 of the area of the s : ce ventilated marked to identify the manufactured unit and the manufacturer, � ble 8301.2(3). •� and shall also be labeled to identify the classification of the ma- A continuous load path shall be provided to transmit the � except that th ` tal area is permitted to be reds ed to 1 to 300, p p � provided at leas 0 percent and not more than '0 percent of the terial in accordance with, :the testing required in Section uplift forces from the rafter or truss ties to the foundation. i '�. 8902.1 the treating company and the quality control agency. required ventilat ''g area is provided by ve �lators located in the upper portion '� the space to be ventil . 'ed at least 3 feet s . 0 (914 mm) above e e� or cornice vents wi � "the balance of the `, SECTION 8803 � required ventilation ovided by eave or orrice vents. As an � � SECTION 8903 ROOF WEATHEil alternative, the net fr .cross•ventilatio ,area may be reduced PROTECTION R803.1 Lumber sheathing. Allowable spans for lumber used to 1 to 340 when a vap barrier Navin 'transmission rate not 8903.1 General. Roof decks shall be covered with approved as roof sheathing shall conform to Table 8803.1. Spaced lum- exceeding 1 perm (57.4 g/s • m • Pa) . s installed on the warm :roof coverings secured to the building or structure in accor- ber sheathing for wood shingle and shake roofing shall. con- side of the ceiling. � dance with the provisions of this chapter. Roof assemblies shall Form to the requirements of Sections 8905.7 and 8905.8. j •' � be designed and installed in accordance with this code and the R806.3 Vent clearance. ere e e or cornice vents are in- aced lumber sheathing is not allowed in Seismic Design Cat- . � approved manufacturer's it ►stallation instructions such that the d }r stalled, insulation shall no lock 'e free flow of air. A mini- rgory D2. roof assembly shall serve to protect the building or structure, mum of a 1 -inch (25.4 mm ?� pna shall be provided between ' TABLE R803 the the insulation and the roof she .' g at the locution of the vent. 8903.2 Flashing. Flashings shall be installed in such a manner MINIMUM THICKNESS OF LUMBER ROOF SHEATHING ..�i . • so as to prevent moisture entering the .wall _and roof through RAFTER OR BEAM SPACING MINIMUM NET THICKNESS joints in copings, through n.oisture permeable materials, and at (inches) (inches) intersections with parapet walls and other penetrations through s � SECT O .f 807 , = the roof plane. 24 s -.1 ATTI �AC SS 48a ��' 8807.1 Attic access. In b ildings � combs � stible ceiling or� , 8903.2.1 Locations. Fleshings shall be installed at wall and 60 1' /, T & G � roof construction, an atti access op e 'rig shall be provided to ' : roof intersections; wherever there is a change in roof slope : attic areas that exceed 3 .'square feet ( m and have a verti or direction; and around roof openings. Where flashing is of 72 � � � cal height of 30 inches X62 mm) or gr er. metal, the metal shall be corrosion resistant with a thickness torsi 1 inch 25.4 mm. of not less than 0.019 inch (No. 26 galvanized sheet). �. Minimum 270 F 340,000 E. The rough - framed by shall not b '. ess than 22 inches :: 8903.3 Coping. Parapet walls shall be properly coped with Q Minimum 420 F b . 660,000 E. � by 30 inches 762 d Il be located i • es (559 b mm) an s ocaten a noncombustible, weathenr. materials of a width no less than a. Minimum 600 F 1, 150,000 E hallway or other r dily accessible locatio - A 30 - inch (762 `the thickness of the parapr i wall. 8803.2 Wood structural panel sheathing. � mm) minimum un t , structed headroom in th ttic space shall be provided at so ; e point above the access o t ing. See Sec- 'X03.4 Roof drainage. Unless roofs are sloped to drain over 8803.2.1 Identification and grade. Wood structural pan- � s ion M 1305.1.3 or access requirements whe mechanical . roof edges, roof drains sham be installed at each low point of the els shall conform to DOC PS 1, DOC PS 2 or, when manu- �,. equipment is to ated in attics. � roof. Where required _ for roof drainage. scuaners shall be A factored in Canada, CSA 0437, and shall be identified by level with the rooi surface in a wall or parapet. The grade mark or certificate of inspection issued by an ap- = _scupper shall be located :� :determined by the roof slope and 1-i proved agency. Wood structural panels shall comply with �� � � SECTION 8808 �� contributing roof area. the grades specified in Table 8503.2.1.1(1). = INSULATION CLEARANCE 8903.4.1 Overflow airs and scuppers. Where roof 8803.2.1.1 Exposure durability. All wood structural 8808.1 C bustible insulation. Combustibiz insulati shalt . - drains are required, ov;., :low drains having the same size as panels, when designed to be permanently exposed in out- �. I ,_ be separ , ed a minimum of 3 inches (76 m►I:} from re 'ssed I : the roof drains shall be installed with the inlet flow line lo- door applications, shall be of an exterior exposure dura- ' lightin xtures, fan motors and other heat-pr(,ducing dev es. t - Gated 2 inches (51 mm) above the low point of the roof, or bility, Wood structural panel roof sheathing exposed to E Ex ption: When heat - producing devices are listed or overflow scuppers havoi:Lg three times the size of the roof the underside may be of interior type bonded with exte- le er clearances, combustible insulation complying w drains and having a raiimum opening height of 4 inches rior glue, identified as Exposure 1. ='' e listing requirements shall be separated in accordant (102 mm) shall be in.S.:11ed in the adjacent parapet walls ith the conditions stipulated in the listing. with the inlet flow locat. �:d 2 inches (51 mm above the low ecessed lighting fixtures installed in the building thermal } Point of the roof served. The installation and sizing of over- velope shall meet the requirements of Section N 1 102.1.11. flow drains, leaders any conductors shall comply with the International Plumbin.- Code . • -qrrpws ^- -I"- -- - Overflow drains shall discharge to an approved location and shall not be connected to roof drain lines. 19 i W V11 OWD • } � - � �� C "O� PEA C V E Z V� V y+ I a H 6 Z 0 i i o ti C4 Z N v w y � d r a O NZ x^� V r .w I� i i i 1 0 0 ow vertical in 12 units horizontal (33 -percent slo a or reater R905 slope) g , REOUIREMEN underlayment shall be one la era lied in the followin g FOR ROOF COVERINGS Y pp �� � f � , manner. Underla inert fashion, 905.1 Roof eo y shall be applied shingle c application. Roof coverings shall be parallel to and starting i nches in acc` . , . p g front the eave and lapped 2 (51 pp • ordanCe with the applicable p rov isi ons " of this min), f tion pp .p i , suficient) to hold in lac sec and the manufact y p e. End laps shall be urer s installation instructions. offset by 6 feet (1829 mm). •• R905e2 Asphalt shin leS, g The installation of asphalt shingles ,. {shall comply with the provitiio . n c t this section. R905.2.7.1 Ice rot p ection• In areas where the average 4 ;R905.2.1 Sheathing - • - - - dail tem erature in Januar is 2 ° ( 4' Q - requir�.nients. Asphalt shinul s shall Y p y S ,F . or less or z be fastened to solidly sheathed decks. when Table R301.2(1) criteria so clesi Hates an ice bar -:. rier that consists of a leas w - t two layers of underlayment ce : V 8905.2.2 Slope. Asphalt sly i n a les shall only be used on roof : •. I s orizon y mented to or of a self- adhering polymer modified • . slopes of two units vertical iii 12 unit htal (2:12) or . bitumen sheet, shall be used in lieu of normal 'greater. For roof - slo es from two units vertical in 12 units p Linderla anent and extend from the eave's edge to a point • :horizontal ( 2:12) u t - - Y p . p o tour units � el t lil 1.. units Dori �.. at least 24 inches (610 mm i )aside the exterior wall line A zontal (4: 12), double underlayment application is required • y pp of the bulldlilg. . in accordance with Section R905.#,) y: CC R905.2.3 Underlayment, - � - � ' • Exce tion: Detached accessor structures that con - Unless otherwise not requ 1? • , Y 4. underlayment shall conform with ASTM D 226, Type 1, of twin n o conditioned floor area. ASTM D 4869, Type I. . y 12905.2.7.2 Underlayment n. � a n d high wind. �: Sel poly mer modified brtLI111 1l sheet Sh `fi Underlayment applied in areas subject to high winds comply with ASTM D 1970. [greater than 110 mph (177km/h) per Figure R301.2(4)] y. )v R905.2.4 Asphalt shingles. Asphalt shingles shall have shall be applied with corrosion- resistant fasteners in ac- h.. self - seal strips or be interlocking, and comply with ASTM cordance with manufacturers installation instructions. tz D 22S or D 3462. .3. Fasteners are to be applied along the overlap not farther ap art than 36 inches (914 mm p ) on center. 4 . R905.2.5 Fasteners. Fasteners for asphalt shingles shall be : i- g alvanized steel, stainless steel, aluminum or cop roof pp R905.2.8 Flashing. Flashing for asphalt shin les shat co m- nli�l shank g g p 9 l m .: ing nails, minimum 12 ga [0. 105 inch (2.67 )] , . f. ' /,-inch (9.S i nn)) diameter head, ASTM F ply with this section. i - ti�ith a minimum _ 1667, of a length to penetrate through the rooting inaterials and a minimum of 1 / 4 inch C 19.1 mrn ) into the roof sheathinc 11905.2.8.1 Base and cap flashing. Base and cap flash- • ' n �/ inch (19.1 111n1 i ng shall be installed in accordance with manufactu er's where the roof sheathinQ is less a ) I thick g p the fasteners shall penetrate throut7li the sheathing. installation instructions. Base flashing shall be of either C) . Fasteners shall comply with ASTM F 166 7. corrosion- resistant metal of minimum nominal •� .� p Y 0.019 - inch (0.483 min) thickness or mineral surface roll R905.2.6 Attachment. Asphalt shingles shall have the Min- r •oofi il� weitr a rlllnlrllunl of 77 p ounds p er 100 � �. � g p p . imum number of fasteners required by the manufacturer. square feet (3.76 kg /m-'). Cap flashing shall be corro- For normal application, asphalt shinles shall be SeCUred to - 0.01 -inch g p b l slon resi stant metal of minimum nominal 0.01 � inch th wi not less than four fasteners per sti shingle or - thickness. e roof th ( p ( 0.48 3 nim) thickness. At tw fasteners p er individUal shingle. where the rool' slope exceeds 20 units vertical iii 12 units horizontal (20:12), spe- _ , •: 05.2.8.2 V alleys. Valle }� linings shall be last #�d in ci al methods of fastening are requir d. For r oofs - located , ins s • a a� rdance with manufacturer's tallation i ctions where the basic wind speed per Fi 8301 ._( -�) is 1 10 . .. bet applying shingles. Valley linings oft ollowing mph (177 km/h) or greater, special methods of f asteninb are : .i types 11 be permitted. required. Special fasteninz� methods shall be tasted In acc:or It ` dance with ASTM D 3161, modi to use a wind speed of _ . 110 mph 0 77 kn - dh). .f If Shingles classified using ASTM D 3161 are acce ptable J. ( g . - if for use in wind zones less than 110 mph. Shingles classified ied using ASTM D 3161 modified to use a wind speed of 110 ' mph are acceptable for use in all cases- here special fasten # S inQ is re uired. s b `1 R905,2.7 Underlavment application• For root ~lopes f rom two units Vertical in 12 units horizontal (17-percent slope), - aj . - i up to four units vertical in 12 units horizontal (33- percent slope), underlayment shall be two layers applied in the fol- • :t lowing manner. Apply a 19 -inch (483 nim) strip of != � g t underlayment felt parallel with and startint! at the eaves. fas- tened sufficiently to hold in place. Startint., at the cave, apply. 36- inch - wide (914 nim) sheets of underlayment. overlap- ping successive sheets 19 Inches (483 min), and fastened sufficient) to hold in place. For root slopes of tour units s 4 .w' 1. Fo en valley lining sed lined with Y g ) meta e valley lining steal f � at least 24 inches (610 ni wide and of an r : 1 the corrosion-r`sis- tant meta 'n Table R9.- :?.8.2. 2. For open va* ss, va eral surface 249, shall be pe 18 inches (45 of 36 inch '$14 31`1 ining of tw plies of min- ng, complying with ASTM D ted. The bottom layer shill be nd the top layer a miniiiium m�•ide. 3. For cloy = valleys (val lc- overed with Shit ~ `'es), valle\r ding of one ply ofsi tli roll roofine : om- ply with ASTM 13.22-4 Ty or Type III ;arid at le " # 36 inches (914 min ) wide' Palley 1 i ni n e1 as scribed in Items 1 and 2 above s ! be permit - ed. Specialty underlavinent com - ing with ASTM D 1970 may be used in lieu o lining material. • f 11190 w Crickets and saddles. A cricket or saddle shall be insta a ridge side of an chim g refer than 30 inches (762 mm ket*Iaddle - cover hall b �� ings s e sly tn1`or of the sa • me the roof c: R9 4 Sidewall flashing* ng. Flashing against a ve - al sidewa a by the step-flashing me !:ti�-��• p g ��o� . R905918.5 Other . � . flash1 . �Rr. & a vertical front wall, as well as s•tck� �ven ' ' 0.0 . d chimney flashing, shall ..• pitied according to ash g p a '�Cle mane s printed instructions. ft O MCO I Olt IN1 'Rio • I J 'I_ V _F> y� C. z a M IT 2 "41 mom x � v •,- r �.. C r Jr 0 r File: D05 -0125 35mm Drawing #1 -2 PF 4 f T I Inch 1/16 � rl V 2l Jw s��� X ,, +a 5 ��! hi'�:c °P�° � 4y ) e q� ; ++ �i++ ilu++++.+" L+:++ ����� ++ +. I I I ilf h. Q y� L_ 0 �l h � M � 1 ��� 1I 11 11�11 2 I11. I 1�I, �I�I�� il��l�l,ll�ll�lllllllll��l jr � 10 12 14 15 13 ffu 77� t' All - I A KA T J � III II,�III I II I ��(I �I II H ut -M IfIIIIII �l �I I-- a� , CN �� O ol I �/ V\ i J I 1 4 O y ' C, Yl FEVISIONS O By I DATE h i -