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HomeMy WebLinkAboutPermit D05-158 - JN BUILDERS - NEW HOUSEJN BUILDERS, INC. 12230 48 AV S D05 -158 J�,�111A, wq City O Tukwila S teven M. Mullet, Mayor Jr o / r ',y Department of Community Development Steve Lancaster Directo,- —► ` 1 6300 Southcenter Boulevard, Suite #100 N� = Tukwila, Washington 98188 Phone: 206 -431 -3670 rrrrhrh r`r 1906 Fax: 206 - 431 -3665 Web site: cOukwila.wa.:rs DEVELOPMENT PERMIT Parcel No.: 0179001391 Permit Number: D0S-158 I Address: 12230 48"S TUKW Issue Date: 09/08/2005 j Suite No: Permit Expires On: 03/07/2006 Tenant: Name: 3N BUILDERS, INC. Address: 12230 48 AV S, TUKWILA WA Owner: Name: NGO 3UAN +QUACH JULIE Address: 7553 30 AV SW, SEATTLE WA Phone: Contact Person: Name: JUAN NGO Address: 14310 4 AV SW, BURIEN, WA Contractor: Name: J N BUILDERS INC Address: 14310 4 AV SW, BURIEN, WA Contractor License No: JNBUINB956DS Phone 206 799 -3039 Phone: 206 229 -0498 Expiration Date: 03/10/2007 DESCRIPTION OF WORK: CONSTRUCT NEW 2 -STORY WOOD FRAME HOUSE (2289 SQ FT) WITH AN ATTACHED 403 SQ FT 2 -CAR GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, STREET USE FOR UNDERGROUNDING OF POWER & UTILITIES, WATER METER W /SERVICE LINE, AND SANITARY SIDE SEWER. Value of Construction: $207,171.98 Type of Fire Protection: NONE Type of Construction: VB Fees Collected: $21,726.58 International Building Code Edition: 2003 Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 10 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: doc: IBC- Permit D05 -158 Printed: 09 -08 -2005 Z �w Q = JU UO. CO 0. -� CO LL w U. Q C0 = �w z� t-- O. Z F— w Uj U� O co o F-- ww u. O t11 Z U= O Z City O'. Departmetit of Community Developmew 6300 Southcenter Boulevard, Suite #100 v �N l2 Tukwila, Washington 98188 Phone: 206-431-3670 1908 Fax: 206-431-3665 Web site: ci.tukivila.wams Water Meter: y a Steven M. Mullet, Mayor **continued on next page** Steve Lancaster, Director doc: IBC-Permit D05-158 Printed: 09-08-2005 City oY Tukwila Steven M. Mullet, Mayor Department of Commui ty DevelopmeW 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.its Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director DOS -158 09/08/2005 03/07/2006 1 , f _ s Permit Center Authorized Signature: Date: t I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: 1 g O Print Name: H Q (,(6 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. .. D0 09-08-200 ... '.,. Z Z iw C , W c= . JU UO to o CO) J N (L WO J LL ¢ U) �. W, z F- F— O w 25 U WW � U. LL O .. Z. U= O~ Z City o. Tukwila Steven M. Mullet, Mayor Department of Public Works Janes F Morrow, P.E., Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tttkwila.►va.us WATER METER INFORMATION Parcel No.: 0179001391 Permit Number D05 -158 Address: 12230 48"S TUKW Issue Date: 09/08/2005 Suite No: Permit Expires On: 03/07/2006 DESCRIPTION OF WORK: CONSTRUCT NEW 2 -STORY WOOD FRAME HOUSE (2289 SQ FT) WITH AN ATTACHED 403 SQ FT 2 -CAR GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, STREET USE FOR UNDERGROUNDING OF POWER & UTILITIES, WATER METER W /SERVICE LINE, AND SANITARY SIDE SEWER. METER #1 METER #2 METER #3 i' Water Meter Size: 0.75 0 0 ! . Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: i Connection Charge: Y $60.00 $0.00 $0.00 ` Installation: Y $490.00 $0.00 $0.00 f Additional Install Deposit: , $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 ! Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 i Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $2,222.00 $0.00 $0.00 TOTAL WATER FEES: $2,822.00 doc: PWWATER D05 -158 Printed: 09 -08 -2005 Z iZ �U UO N 0. w= J � cf) U w 0 LL ? N F=- _ Z�- i-0. Z 1— w D0 O N 01-- w U. O W Z U= O~ Z tiu City of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0179001391 Address: 12230 48"S TUKW Suite No: Tenant: JN BUILDERS, INC. Permit Number: Status: Applied Date: Issue Date: D05 -158 ISSUED 05/11/2005 09/08/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: 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. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Conditions D05 -158 Printed: 09 -08 -2005 Z Z � D 00 CO 0 co W J = F-- DLL w LLa co D = Cy �w Z= F- F- O Z H W w U 5 ON � F- wW LO — Z LLI L) O Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Z I z Public Health - Seattle and King County (206/296- 4932). LL. 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department 0 of Labor and Industries (206/248- 6630). C O o 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, co W - H any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits CO w w O 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. LL CO) 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** H = Z 20: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and z O completion of work at least 24 hours in advance. w w 21: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. v co 0 - 22: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be 0 E- w w underground from the point of connection on the pole to the house. v F= w 23: Any material spilled onto any street shall be cleaned up immediately. z w 0 c 24: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally P H insured). Z 25: A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 26: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 27: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 28: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 29: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. Coordinate with the Public Works Utilities Inspector in the field. 30: Coordinate with Public Works Inspector for location of new or existing sanitary side sewer. If side sewer is to be connected to the existing side sewer to the adjacent North property, then provide Private Sanitary Side Sewer Easement /Maintenance Agreeement. 31: Owner /Applicant shall sign a Hold Harmless Agreement, signed by Notary, for work within the Public right -of -way. 32: Provide storm drainage infiltration system. See plan reference D05 -081, for adjacent property to the North. doc: Conditions D05 -158 Printed: 09 -08 -2005 1' 1ilk teas Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: (�—S Print Name: f doc: Conditions 005 -158 Printed: 09 -08 -2005 Z F Z D UO CO 0: CO LL w O 9 0 LL Q CO M.. =w F— O Z F—. W 2 �'. U� ON 0 F— W W. U ILL O itl z CO) O ~' Z tu, w H �+ s isoe f CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No. ,�C1 Mechanical Permit No. Q.�''Q Public Works Permit No. Project No. pr��_____i! 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 ,� /p King Co Assessor's Tax No.: ©Y 7 �6o Site Address: 122)yV T 0 AW Suite Number: Floor: Tenant Name: - 7 /U 0�Te New Tenant: ❑ .... Yes []..No Property Owners Name: Mailing Address: ��¢ /U ¢ �r�/ �.�� ,��/�/'�✓ �i4� �o��� City State Zip CONTACT PERSON.:: Name 1 i ✓ ��� d Day Telephone: 220&— Mailing Address: City State E -Mail Address: J Fax Number: GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: ,��. Mailing Address: Contact Person: .�G� O City Day Telephone: State /j 'Lip e, — - E -Mail Address: '' Fax Number: Contractor Registration Number: �/) 15Lf //U e -q-5 - 6 Expiration Date: a T om ' * *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: Contact Person: E -Mail Address: city stAte' Zi Day Telephone: -���� 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 Day Telephone: Fax Number: State . Zip 1permits plus\icc changeslpennit application (7.204) 1 Page l r 5 Z �Z �W UO Cl) 0 W = C0 w WO U. CO = W H T- 0 Z F- w W U ON off WW H u- O Z ' W U= O Z BUILDING PERMIT INFORMA, AQN - 206- 431 -3670 ''"'' Valuation of Project (contractor's bid price): Scope of Work (please pro information): information): t ,� kl -\ AY IL t Existing uilding Valuation: $ Will there be new rack storage? []..Yes X 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) A *For an Accessory dwelling, provide the following: ? Lot Area (sq ft): J,��' �_ 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: �� Compact: Handicap: Will there be a change in use? ❑ ....Yes 2r..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers []..Automatic Fire Alarm Z<one ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes", attach list of materials and storage locations on a separate 8 -112 x I 1 paper indicating quantities and Material Safety Data Sheets. 1pennits pluslice chanscslpermit application (7 -2004) Page 2 Z Z �W JU UO CO)O J = f- CO W WO �Q N :3 = �W Z F— ZO W �5 U CO O F— WW H U. O W Z U_ O Z Existing Interior Remodel Addition to Existing Structure New Type of :.,.. Construction per IBC Type of Occupancy pe`r I �1BC I" Floor rte- O 2 "d Floor ? v i 2 3` Floor. Floors thru - � � 9 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) A *For an Accessory dwelling, provide the following: ? Lot Area (sq ft): J,��' �_ 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: �� Compact: Handicap: Will there be a change in use? ❑ ....Yes 2r..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers []..Automatic Fire Alarm Z<one ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes", attach list of materials and storage locations on a separate 8 -112 x I 1 paper indicating quantities and Material Safety Data Sheets. 1pennits pluslice chanscslpermit application (7 -2004) Page 2 Z Z �W JU UO CO)O J = f- CO W WO �Q N :3 = �W Z F— ZO W �5 U CO O F— WW H U. O W Z U_ O Z ,PUBLIC WORKS PERMIT INI - 206 - 433 -0179 Scope of Work (please provide detailed information): /!G� Call before you Dig: 1 -800- 424 -5555 SeAg District ..Tukwila El ... ValVue ❑ .. Renton ❑ ...Seattle ❑ ... Sewer Use Certificate ❑ ... Sewer Availability Provided El.. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. W ter District ..Tukwila El ... Water District # 125 F1 .. Highline El ... Renton Water Availability Provided Submitted with Application mark boxes which a t : ..Civil Plans (Maximum Paper Size — 22" x 34 ") M.-Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ... Bond 1 ❑ .. Insurance ❑ .. Easement(s) ❑ .. Agreement(s) ❑ ... Hold Harmless Prop( ed Activi (mark b� that � at apply): ` Fo5m L� ! gow 1 ❑ ...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 *-e..Construction/Excavation/Fill - Right -of -way %/ Non Right -of -way [...Total Cut v cubic yards El.. Work in Flood Zone Total Fill cubic yards ❑ .. Storm Drainage Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ Curb Cut Channelization ` Frontage Improvements IV Pavement Cut Trench Excavation ...Traffic Control El.. Looped Fire Line I. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " WO# WO WO# ❑ ... Deduct Water Meter Size " Private Private E, `...Permanent Water Meter Size... I ❑ ...Temporary Water Meter Size.. " ❑ ...Water Only Meter Size............ " ' ❑ ...Sewer Main Extension ............ Public ❑ ... Water Main Extension .............Public { of . .i . I 3: r FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: city state zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Please refer to Public Works Bulletin #1 for fees and estimate sheet. City state 1.tp �pertnits plusUcc changes \permit application (7 -2004) Page 3 Z il-- W ll' � UO C& 0 J = H NW WO W Q �d zW Z I... ZO W W U O - 0 F-. WW LL S — 0 Z W U= O Z MECHANICAL PERMIT INFORMATION — 206 -431 -3670 ' MECHANICAL CONTRACTOR INFORMATION Company N Mailing Ad( Contact Person: T. City State Zip 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 ** D d Valuation of Project (contractor's bid price): S QQ -f Scope of Work (please provide detailed i Use: Residential: New ....� Commercial: New ....❑ Replacement..... ❑ Replacement..... ❑ ,. Fuel Type: Electric:..w:'j Gas...[ Other:. � Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Com pressor: Q Furnace <100K BTU / Air Handling Unit >10,000 Fire Damper 0 -3 HP 1100,000 BTU CFM Furnace >100K 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 l - Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <10,000 CFM I I Equipment PERMIT APPLICATION NOTES - Applicable io 'ail permits in tfils 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 OWNER ) PR AUTHORIZED Signature: Print Name: _ _ ., k AJ G Mailing Address: Date: Day Telephone: qA �° `Z City Slate Zip Date Application Accepted: Date Application Expires: Staff Initials: \permits plus \ice changes�permit application (7.2004) Page 4 ertt�e� rw. I' Z '~ w 0 : 00 Cl) co LLJ J CO) LL w J U_ j CO a = W t _ Z f.. ZF- W W U� O- 0 E_ W H� �O W Z U co O 1 ` Z V.- BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees w PROJECT NAME --, N 8 U1 Z,tE�_/ . (tJCro !;?i0 PERMIT # poS — IS8 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250(l) 2. Enter total construction cost for each improvement category: $23.50 General $37.00 1,001 -10,000 Erosion prevention 10,001 - 100,000 $49.25 for 1 S t 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. Water S00 200,001 or more Sewer - 7 50 - Storm water /.'300 ' Road /Parking /Access qo - A. Total Improvements 3.500 3. Calculate improvement -based fees: -50 B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, _ but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 5� 4. TOTAL PLAN REVIEW FEE (B +C +D) $ $"? (4) 5. GRADING Plan Review and Permit Fees $ (5) Enter total excavation volume 10 cubic yards Enter total fill volume 10 cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001 -10,000 $49.25 10,001 - 100,000 $49.25 for 1 S t 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000 PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 33'7 s .i The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 z ;3: Z �w QQ JU 0 0 cn ❑ w= U) ~ LL WO u_ N d = w HO w ~ w . U O N ww F - LL ui z O !•- z { 5 0 I 8. GRADING Permit Review Fee $ 23 (8) i Grading Permit Fees are calculated using the following table. Use - the greater of the excavation and fill volumes from Item 5. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit IssuancdInspection Fee (B +C +D) $ $1 5 0 (6) 7. Pavement Mitigation Fee �'ro $ T a r p + � , (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement miti ation fee. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 } $37.00 101-1,000 $37.00 for 1s' 100 CY { 5 0 I 8. GRADING Permit Review Fee $ 23 (8) i Grading Permit Fees are calculated using the following table. Use - the greater of the excavation and fill volumes from Item 5. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit IssuancdInspection Fee (B +C +D) $ $1 5 0 (6) 7. Pavement Mitigation Fee �'ro $ T a r p + � , (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement miti ation fee. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1s' 100 CY 7-5(33%) plus $17.50 for each additional 100 or 5-2(25%) fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY 0 -1 plus $14.50 for each additional 1,000 or fraction thereof. .10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1" 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. fed 09.25.02 d 03.18.03 �d 05.13.03 d 06.07.04 Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 100% $10.00 15-10(75%) $7.50 10-7(50%) $5.00 7-5(33%) $3.30 5-2(25%) $2.50 2 -1 10% $1.00 0 -1 $0.00 2 z Z w u� D. UO co 0 w= J � -. CO L w �5 w? � =w z� F- O z f-- U� ON 01-- W Uj U. �. —O W z UY O z w i i � X BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter- Deduct ($25) B. Flood Control Zone ($50) -- C. Water Meter- Permanent* 60 00 D. Water Meter- Water only* E. WaterMeter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E W 00 $ 6 (9) W .,, TUKWICIr W W 10. ADDITIONAL FEES n A. Allentown Water (Ordinance 1777) $ 5 35& -- B. Allentown Sewer (Ordinance 1777) $ ZS C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ 1 G. Other Fees $ Z 17-7—.-- �o Total A through G $ o _ (10) CASc�E W~ f1LLIA tRCFC /o { DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ g 1 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) i attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. CD kh ? /zz oS Approved 09.25.02. 3 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 4 L; z �z '~ w u� 5 00 Cl) w =' CO UL w 0 LL �D = z� 1-0 z F- w 2 5: D� 0� W w . —0 W z O z a i ,fie City of Tukwila 4 f9�9 r 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179001391 Permit Number: Address: 12230 48 AV S TUKW Status: Suite No: Applied Date: Applicant: 3N BUILDERS, INC. Issue Date: ' Receipt No.: R06 -00481 i Payment Amount: Initials: BLH Payment Date: User ID: ADMIN 1 Balance: Payee: JN BUILDERS INC i j TRANSACTION LIST: Type Method Description ---- - - - - -- -- - - - - -- ------------------- -- - - - - -- Amount ------ - - - - -- ' Payment Check 5160 500.00 i ACCOUNT ITEM LIST: Description Account Code Current Pmts PW PAVEMENT MITIGATION 000/344.101 500.00 D05 -158 ISSUED 05/11/2005 09/08/2005 500.00 04/10/2006 03:48 PM $0.00 Total: 500.00 r t 7 4458 04/12 9710 TOTAL. 500.00 doc: Receipt Printed: 04 -10 -2006 Z �Z. Ut �W U �o w= J � U., tIj O. J LL N LU I— O. W W 5 LU U� D F- 2U U O. Z � W U= O Z.. � Clt Of Tulcwlla y 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179001391 Address: 12230 48 AV S TUKW Suite No: Applicant: JN BUILDERS, INC. i i Receipt No.: R06 -00171 i Initials: LAW i User ID: 1630 Permit Number D05 -158 Status: ISSUED Applied Date: 05/11/2005 Issue Date: 09/08/2005 Payment Amount: 2 Payment Date: 02/06/200611:17 AM Balance: $0.00 Payee: JUAN NGO /JULIE QUACH TRANSACTION LIST: Type Amount - - - - -- Method Description - - - - -- Payment Check 2333 2,250.00 i. ACCOUNT ITEM LIST: i Description Account Code Current Pmts i ---------------- - - - - ---- - - - - -- ---------- - - - - -- ------ - - - - -- BONDS /DEPOSITS 000/386.908 2,250.00 Total: 2,250.00 f. ! { I i s 2094 02/07 9710 TOTAL 22 50.00 doc: Receipt Printed: 02 -06 -2006 Z Z W Q � J U U moo. W D L W O LL j � ? t— Z W O �. W W: U` LL ~O W Z, Z City of Tukwila 1908 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: JULIE QUACH TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 2260 20,124.60 ACCOUNT ITEM LIST: RECEIPT Description Parcel No.: 0179001391 Permit Number DOS-158 Address: 12230 48 AV S TUKW Status: APPROVED Suite No: 000/345.830 Applied Date: 05/11/2005 Applicant: IN BUILDERS, INC. Issue Date: 000/342.400 Receipt No.: ROS -01336 Payment Amount: 20,124.60 Initials: BLH Payment Date: 09/08/2005 01:11 PM User ID: ADMIN Balance: $0.00 Payee: JULIE QUACH TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 2260 20,124.60 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - BUILDING - RES - -- ---------- - - - - -- 000/322.100 ------ - - - - -- 1,981.50 CASCADE WATER ALLIANCE 401/386.550 2,222.00 j PLAN CHECK - . WATER METER 000/345.830 10.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 87.50 j PW PLAN REVIEW 000/345.830 23.50 SEWER - ALLENTOWN /RYAN 402/379.004 9,825.30 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER - ALLENTOWN /RYAN 401/379.004 5,356.80 WATER CONNECTION 401/379.002 60.00 j WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 25.00 Total: 20,124.60 6962 09/08 9716 -TOTAL 22397.66 doc: Receipt Printed: 09 -08 -2005 Z W W JU UO CO o. to =' J � U- W O. J U. to d H= F- O' Z F_ W f U O N. 0 F_ W Z U LL O; W Z U CO) Z ` *kjxe City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i t RECEIPT i Parcel No.: 0179001391 Permit Number D05 -158 Address: Status: PENDING Suite No: Applied Date: 05/11/2005 Applicant: J. N. BUILDERS, INC. Issue Date: } Receipt No.: R05 -00671 Payment Amount: 1 j Initials SKS Payment Date: 05/11/2005 09:17 AM { User ID: 1165 Balance: $2,073.50 i Payee: JULIE H. QUACH /JUAN T. NGO TRANSACTION LIST: k Type Method Description Amount --- ---- --- ----- - -- ----- --- ------------- ---- -- -- --- - ------ Payment Check 3895 1,601.98 I i t t ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ----------------------------- PLAN CHECK - RES 000/345.830 1,287.98 PW BASE APPLICATION FEE 000/322.100 250.00 i PW PLAN REVIEW 000/345.830 64.00. i Total: 1,601.98 i 1 t ry :306? 175112 9716 TOTAL. 161:. 17 doc. Receipt Printed. 05 -11 -2005 Z g 1 Z J L) U O` CO 0 to W J CO) U w O 2 �a to c =w ? f- I— 0 z i- U� o H- w LL O Z. W 0 Z INSPECTION RECORD D015 Retain a copy with permit INSPEnO NO. PER F j NO. CITY OF TUKWILA BUILDING DIVISION 6,300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Pro ct: Lt k Type of Inser tion: Q 4) L Address- S O Date Called: Special Instructions: Date Wanted fa.m. Lt �-,;-7_ 0L Requester: Phone No: Receipt No.: Date: Z W 00 C3 W W 3: 1 1.- S2 LL W O U. W. Z F. Ir- 0 W I--: W LLJ 5 WW LL Z C0 0 — P T_, 0 Z L__j paid at 6300 Southcenter Blvd., Suite 100. Call to s reinspection. INSPECTION RECORD Retain a copy with permit =4 INSPECTION NO. PER H NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3367 Proje t: 4 Type of In t' spec io 7-< Address: 041 — t — al ate Calle'a Spq Instructibbs: — rate Date Wanted a, Requester: Phone No: — 1 F $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaLl to sechedule reinspection. Receipt No.: Date: z 1 1-: �- Z W 0 00 U) 0 W= C0 LL wo L ND LU Z F- 0 z F- W Lij 5 0 a � W W C.) P U- 0 z C0 u— O z INSPECTION RECORD r' J Retain a copy with permit�`�� INSPECTION NO. P M CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 UO Pro' Q, �; i� . -- Inspection: Type of Insp �,v c��, r, Address: l 3 6 !� Date Called: Special Instructions: Date W ted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. r� COMMENTS: KI) ,.t-s 1rL.,� -ors 41-111- 2 1 3 (n or: Date r- 58.00 REINSPECTION FEE R QUIRED., rior to inspection, fee must be paid at 6300 Southcenter Bl ., Suite 100. Call to sechedule reinspection. Receipt No.. Date: _ :.::e:»; _ tiit.' MaicM. m�l�l �rG. riXalb`.+ wx> sPo•.:�ar:...tt�x.+.¢.i e:l! ^.o::.'�.�..i.it YL...;7 •a z — Z ' ~ N W c UO N D W Uj J � N LL WO 9-1 LL CO) = W z� I— o W ~ W 5 U� O� C) F- WW LL —0 W Z W 0 z }}y4. INSPECTION RECORD lS Retain a copy with permit INSPECTION NO. PER 0- ; CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 i a Approved per applicable codes. 1�C.1 Corrections required prior to approval. COMMENTS: Pr / Type of In7 / on� AV: s� z Date Called: Special Instructions: Date Won ed: �� rn p.m. Requester: Phone No: Receipt No.: Date: Y J 1 z z �WW i �U UO (/) C0 W J = (J) LL W O. L L U �. = Cy fr- _. H O w w U� O -. o�- WW LL — 0 , / uJ z U = P = � z V"I" INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER I PE CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 0 6) 4 3 1 6 7 Project . /-? 2 / /* Type of In?ctio a /— / Address: / 2 *2 3 c,? Date Called: Special Instructions: Date Wanted: Crn� a. 71 Requester: Phone No: pproved per applicable codes. F1 Corrections required prior to approval. 11 nspector Dat 0 REINSPECTION �E REQUIRED. Prior to inspection, fee must be E & O �at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Rereipt No.: Date: I Z Z 00 (1)0, C0 W I W x J l.- C0 U. w 0 L cl) :D CY 0 Z Ir- W LLJ U CO 0 — LLI L u T- C O� z C0 M O Z INSPECTION RECORD d Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' Type of Inspection: f! , Add 7iz- D a d Date Called: I a (1 Special Instructions: U "� Date Wanted: a. m. p.m. Requester: LIU Phone No: Fl Approved per applicable codes. Corrections required prior to approval. 6v�y0 L� SS 5 sq 5� Inspector: Date: i - -- 4 1 r 4b $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Soutlicenter Blvd., Suite 100. Call to sechedule reinspectioi Receipt No.: Date: COMMENTS: I i bo to A�,Z:6 w-", a ( 6 Q! — o oh Z �W QQ� JU UO N J H C0 L W O LL CO = �W Z� F- O W �5 U a f-. WW H U. Z U =. O� Z z P INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje tAj Type of Inspection: r� Address: Z 7, 3o �{S GGuQ.� Date Called: d 9 Special Instructions: Date Wanted: f a.m. p.m. Request•. Phone No: a Approved per applicable codes. 4. i Inspector: � Date: Ub $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: , s Z W� UQ Co J = C0 L L W O: LE co d. = W H Z f.. w 0 UJ U� 0 f— W LU. 2 LLl N U Z Corrections required prior to approval. IV INSPECTION RECORD Retain a copy with permit j$ - INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: �, Type of Inspection: �)a; -er ta Address: ,34 Uf Date Called: O 670 Special Instructions: Dae " Wanted* . 0,311010 .m. 1 - e�no�r> IG[Cc Request �r? - J�ILtJ Hv�•h�H . Phone No: 5tte- u y�„ aS3 -ass -(535 a Approved per applicable codes. Corrections required prior to approval. COMMENTS: A .'`n'_ CA -c n $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date:; Z i}— W . UO Cl) CO) J � CO) LL WO 9-1 U. ¢. Cl)� = CY �W ? F f- O Z I— LLJ 5' U� ON .0 H W W LL W Z to Z Inspector: Dat� � Q� INSPECTION RECORD /J �- Retain a copy with permit INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 70 i ProjecL v / f C l r S Type of d �r tj Ta C- I / 2 z- ,S 0 ' (� V, / / U r7 V S Date Called: Special Instructions: Date Wagted: Z oC J m. Requester: Phone No: "Approved per applicable codes. Corrections required prior to approval. COMMENTS: Z W 00 N LU J H C0 LL WO U. Q in = d �W ' Z H H O W ~ W U� ON D F- W W u' O LL! U =� O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670� Project. ,7/Q 32-ol-D,!�Q6-rAL", Type of Inspection: -a V,-9 ii= 7 Address: 1 _7 () 4 2-2 '/(g 4 v S- Date Called: Special Instructions: Date Wanted: j Requester: Phone No: per applicable codes. O Corrections required prior to approval. spe t uate; ION FP9 REQUIRED. P/cor to inspection, fee must be P), 8,00 REINS PE CT at 6300 Southcenter Blvd., Suite 10C. Cali to sechedule reinspection. Re pt No.: Date: Z W JU C.)0 (1) W LU C0 LL W0 2� .9 Ej U- N LU F Z0. �— AU L gy = p L) C0 0 M h— W LU F- LL 0 z C0 0 Z r FF t r NSPECTIO�N RECORD Retain a copy with permit � INSPECTION NO. PERMIT NO. i CITY OF TUKWILA. BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i M1 { . 5; �i Project: �P Type of Inspection: 6D Address: 122-3n - 46 .. A S Date Called: 2 -2,) -06 Special Instructions: Date Wanted: — a.m. m. Requester: , - I — �U�i2. Phone No: 206 -2 2- o 1H k i i h V FI Approved per applicable codes. Fl Corrections required prior to approval.. ,. Sp 1i t( !a r} fi `t ;r z T l i. i i i Inspector: 0� Date: { $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �Z �W JU (U 00 W X �LL W u� CJ) d = W I— Z Z0 W LLI 5. 0 U 0H WW LL lJ l Z U= O F. Z T ,x,,.e ra j t n :;a t .5'. �, r - ;•,.. _ ... .. ..t _... _. .. _... ... _.. _._ .. ... ..... ... 'r .7 .1 INSPECTION RECORD Retain a copy with permit X INSPECTION NO. PE IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: Type of Inspection: _ Address: Date Called: Spetial Ins ructions: Date Wanted: rn 2- 4 Requester: Phone No Approved per applicable codes. Corrections required prior to approval. Inspector: Date: $58.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: J .a i 1 Z il Z W UQ WF C0 W WO LL < W ? F- O W H LLJ U� O u). � F- =U UO W Z U N. O Z '`.+TI W- .`1.uv'R :` J;; 71er: •,irtRji.'n, +�'t4•'tiv�r_iSte'.. .. 1�' t .. .;.yea.•• ? ^.r, 3 . ... INSPECTION RECORD a Retain a copy with permit��� INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431-3670 Pro• �„ ;zD I � 1 2! /CSC / S 1AX Type of Inspection: f /=� /? FYI l n/ dress: `/ .5 � Date Cal ed: / Special Instructions: Date Wanted: SLIM. / (� G p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspe o : Dater 58.00 REINSPECTION FE �lvd., REQUIRED. Pri or t inspection, fee must be paid at 6300 Southcenter Suite 100. Cal to sechedule reinspection eceipt No.: Date: zz }= Z � UO (00 to W W = N W W O 9-j U- U) T O W �O W ~ W U� ON O I--. WW H� u. O W z P _ O F ' z Approved per applicable codes. Corrections required prior to approval. Its INSPECTION RECORD Retain a copy with permit INSPEMON NO. PE I N CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43J,- Projec - Type of Inspection: Address Date Called: Special InfTc oc > f � - / „ fff Date Wanted: P.M. 'Request,-r— Phone No: COMMENTS: e'e� eAl a OTG r/wg - 7 - 64h�44 Alt /1 I-Lk4f $58.60 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Ul 00 CO a co LU W J Ln LL W O 2 �' 9:5 " co W 0 W F W UJ 2 fy D j3 0 co 0 a W Uj T- U. W z 0 z INSPECTION RECORD 15e "'J Retain a copy with permit INSPECTION'NO. PERM O . CITY OF TUKWILA BUILDING DIVISION "` 6300 South 98188 -3center Blvd., #100, Tukwila, WA 06)431.3 67r Pro j e t� Type of Inspection: i2 ,a /V Address: /2 7--3 4 / Date Called- /— 21- Special Instructions: Date Wanted: o Requester: Phone No: Ap proved per applicable codes. C orrections required prior to approval. COMMENTS: le'D Z2 ew), Xf 4 �i Vfispect9r. Date Hdor to inspection, fee must be 00 REINSPECT4 FEE REQUIRED. -� e 0 F 8 at 6300 Southcenter Blvd., Suite 1 0. Call to sechedule reinspection. Receipt No.: Date: Z Z W JU 00 to 0 Cf) LLI W CO LL W O U. < to =) CY UJ Z 0 W � W U J 5 U 0. O N .0 H W W C.) LL 0 z C0 O ~ Z 7 7"" INSPECTION RECORD i�� Retain a copy with permit. INSPECTIO NO. PER 0 CITY 01 TUKWILA BUILDING DIVISION 6300 Sout renter Blvd., *100, Tukwila, WA 98188 06)431-3610 III P '� ti of Inspe 7N _ a l'or _ Type Address: :Ro Da ailed: IC6 54e Instructions: Date Wanted* r6 Requester: 1Phone �p^� ; (_ � I A NcF I R1 Approved per applicable codes. O Corrections required prior to approval. ICOMMENTS: I t it Date: 0 0 REINSPECTION F E REQUIRED P to inspection, fee must be a 1 at 6300 Southcenter Blvd., Suite 12 Call to sechedule reinspection. ReceliSt No.: Date: x Z Z W JU 00 U) 0 Cl) W W N O U- C/) CY F- 0 W ~ F- LLI LLI 5 Cl) 0 u. F- 0 Z' C0 0 Z 77Y INSPECTION REC6Rp..-, Retain a copy with permit INSPECTION NO. / PE CITY OF TUKWILA BUILDING DIVISIb'N 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr e Type of Inspection* Aldn: D' - d: t Special Instructions: • Date Wanted: f 610-5 p.m. Requester: Ph; o• ❑ Approved per applicable codes. RC orrections required prior to approval. COMMENTS: Inspector Date: ffF dor to inspection fee must be $58.OYREINSPECTIO EE REQUIRED. 4 , paid at 6300 Southcenter Blvd., Suite 100. Cal.l to sechedute reinspection. Receipt No.: e: z F- W V. 00 CO 0 w W CO) LL 0 5 LL C') = F- LLI F- F- 0 Z F- W LLJ: 5 CI), 0— 0 F- LLI w Z . ) LL F- O. z: C0 z INSPECTION RECORD Retain a copy with permits INSPECTrOWM PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ; (206)431 -3670 Project T peg of Insp lion:' T-(0 Address: 1 �. Date Call d:,� . Special Instructions. Date Wanted: a.m` Requester: Phone No: I pp per per applicable codes. Corrections required prior to approval. COMMENTS: 1 u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: :1 a Z � Z `~ W JU UO C l ) o C0 LU W = (0 L W O 9a co) _ d H W Z t— E- O W �5 U� O CO H W W. L11 Z CO) O Z Proje "T Type of Inspection: Address: Z2 4 Date Called: Date Called Special Instructions: Date Wanted: , r a. p• �G Requester: Phone No: 7 COMMENTS: C - rim 70 .L)t C)�c z W JU UO to o J �_. N LL W O LL Q �Cf = W z� �O W �5 U� O N o E- WW �O W z CO) O z INSPECTION RECORD l ` Retain a copy with permit INSPEC ION NO. PERMIT NO. S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 is N kpproved per applicable codes. Corrections required prior to approval. COMMENTS: ti. r , Inspector: 7A^ A��9�� -. D ✓f� M $58.00 REINSPECTIONWEE REQUIRED. Prior to inspection, fee must be Pr oj t Typ f Inspecti j Address: Date Called: L _ �/� ,� `f.' Special-Instructio'ns: t Date Wanted: a.m. O 6 ' L 0 Requester: 1 hone No: Receipt No.: Date: i Z • .F Z W W � UO CO W = GO U. W O 9-j U- (1) :) _C �W Z H Z 0;. W W U� ON 0 H. WW LL O W Z U= 0 Z l INSPECTION RECORD , Retain a copy- with permit INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION, t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /(2 )431J670 Proje t: Type of Inspecti n: ( - Address: L Mae Ca led: ` Special Instructions: Date Wanted: a. m. p.m. Reques er Phone` o: -r' i s Approved per applicable codes. FI Corrections required prior to approval. Inspector: ' / Date: �Cr $58.00 REINSPECTION VEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 77 Z = F' Z +� W . W� JU UO U) O J FF- cn LL. w O J u. Co H W_ Z h H O. W ~ W U� O N � H WW LL Z. U co b H O Z � v w � �° � o �. �--► � � na cA WANG ENGINEERING, INC. 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JO NO. r'� -M .M PAGE % OF CONSULTING ENGINEERS DATE 2^ , , a BY CHECKED BY PROJECT _ / q 0 TEL: (425)489 -0927 FAX: (425)489 -0927 SUBJECT r cl e, L�r .............. ; ..... J ..... ,......,......,.. .... t ........................ .... ,.... ...... ,.- •- •I .... ... ... .. .. .... J ..... i.... .. ... . .... . . .. .. .. .. ... ................ ... °l .. .......... .. ,.. ... .. .... ... . -- 7�/ ... .. ... .. .. .. ... .. ... .. .. .._ .. .. .. ... .. .. ... 6 `.. .. .. rte!. ^ .� -• -- . . -- . .. -- ............ . ...... �... .. .. ;.... ... .. .. ... ... ...; .. ................ ... .. .. .. . .. ... 04 � ° t �l"�•� � � fit o -- ..... .. :'z�coa.� ..... . ............ ... .. ._. ... .. .. .. ... . .. -- .. ..... . ..... . ...... . ..... . ...... . ...... . ....... . ...... .. ... .. -- . . ... -- ............ . ........... '?.- ...... .......... -- ................ ....;.. :.....; - - - -- . .. - -- .. .. ...1 /f �.. . . ........ .. .. .. ... .. .. ...... 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Z Z. w 00 0 w J N LL w O u � Z F. w Z H F- 0 w ~ W U� o� W w: U —0 w Z 0 H 0 Z WANG ENGINEERING, INC JOB NO. d C` Q PAGE OF CONSULTING ENGINEERS DATE` BY L4 CHECKED BY PROJECT to TEL: (425)489 -0927 FAX: (425)489 -0927 SUBJECT .. .. ... ... .. .. .................. r .... r ..... 5 ...... .. ...... . ...... ... ... .. ..... ... .. .... 1 .... .. .............. ............ ............... .. .. .. .:....... .. .. .. ... ��.. .. .. . }.}.. .. .. ._. ... .. .. ... ....i_ -- •• --- - . .. .................... _. ..... .. . ............. . ... ... .. .. .. ... .. ... ....... ... -- •• ` ............... � - - -- .. .. ...... { / ^ ... .. .. .... }..... {.... f...:.i " ;.F'. 1."I!x. .. Z✓.!\_ . ... ..... ................ .... ... ..... .. .. ........ .. .... .... . ... .. .. ... ....-�. ._..... -.. .. .. ... : :. :r�.. ... . ...... ...... ... :...... .. .. .._ .... .- - -- -- •. .. .... } ; .. ... ... 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U LL -or W z U =, :O f` .z > isNWYNN> NNNWi4: W50YJ iNNiNi> YY+'I. c> i>iJii:aWOW /ASY'riFYJaJJYAio46} NOS: J) PN6>'J AG6NOWWSNGNWJY JNiGWWNN >}'A}YnAPTiF}Xt NW ? i S7 44i7biW4WAY IWiiiiiF7N53'IiNiiD#iWNOWAi' SHEAR WALL SCHEDULE (Noms 1, z, & 1 o) IIIIlI /NN lNNN/INNNlNINN MARK J SHEATHING N I NAILING !/ BLK'G OR JOIST N BOTTOM PLATE ANCHOR BOLTS ALLOWABLE € (NOTE S 3 & 5) TO TOP PLATE TO BLK'G OR (TO CONCRETE SHEAR { (NOTES 4, 5, & 11): JOIST (NOTES FTG., SEE PLF 5 & 12) GENERAL NOTES) PI-6 3/8" MIN 8d ®6" OC 5/8 " 4' OC 213 PI-4 3/8" MIN 8d ®4" OC 5/8 " (P@ 3' OC 312 ,!!N!!N!I /NNN INIINNIIININIINlNNN!lNINI lNINN! /!lNINN /ININI /NNNlI INIINNlNlN /INN!!NlIINNN /!!! NNNINlINVNNININNI /N! N!N!!!!N!!lNIIINNIN PI-3 3/8" MIN 8d @ 3" OC pia plga 5/8 " (P© 3'-4" OC 402 (NOTE 7) PI -2 3/s" MIN 8d @ 2" OC §bw �[ 0(AVJ �� 518 ® 2'-6" OC 25 (NOTE 7) DLG�3�' DL►�lC��' P2 -3 3/8" MIN, EACH 8d ® 3" OC 5/8 " (P V -8" OC 804 (NOTES 7 FACE .._. I & P2 -2 3/8" MIN, EACH 8d ®2" OC 5/8 " 1' -3" OC 1050 (NOTES 7 FACE gz g) }/ INIIlI IIIl I /IIJ /NlNNNNJNNIINN I! /IINIhY.WJNIIJINNNNHNIIIIU lNNIINlNN/IINlNIINlNNlN! /NII J /lINIINN.YNNNNNIIJ!!I! NINlNNJNJIIJNININJ _ H_ ORIZONTAL DIAPHRAGM SCHEDUL (NOTE 1) ) NNNNNN.N! NN NwNN NNN I 15/32" MIN N2 Sd Q 6" (NOTE 3) _ t 97 (ws UNBLOCKED II 19/32" MIN 10d ® 6 (NOTES 3 z & 8) " UNBLOCKED '.+�' CCASL'/ �ININIIIIIINN` I NII/ NNNII INJ NI JI NII N//II NL JNNIININNJINHIINIJNNNNNj_NJII/ INNI /I/ NNNJ NIJ N / / /ININNNNIINNJ[ NII/ NJNN/ NN/JJ INNIN ININNINI /NJNNIJ/WININNJIII /INI IJI !I IJN/I/INI N! INJI/JNIINNlININ III 15/32" MIN 8d ® 4" (NOTE 3) € 2 � Z qS BLOCKED NNNNNNN.wNwNN,.�. 1 NNMNNNyN .NNNN�..N�,! NOTES: 1. ALL PANELS SHALL BE APA RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.O.). 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE -PINE -FIR, OR BETTER, @16" OC, U.N.O. ALL PANELS EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, U.N.O. 3. APPLY TO ALL PANEL EDGES. SPACE SAME SIZE NAILS @a 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG -TIE• CONNECTORS. 5. COMMON NAILS, U.N.O. 6. APPLY TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED, 10. UNLESS NOTED IN DRAWINGS 11. OVER THE LENGTH OF SHEAR WALL ONLY (10 d TOE NAILS ® 9" OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16 d FACE NAILS ® 12" OC ELSEWHERE) s ...................... .................................................................................................................................................................................................. ....................... �.'_ y .3. ..i _¢.,.v .T.a .. hi.'lo •14.tlb.b�I- i'Ki•.k�C1.. 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I s_o. c7 I I A titu� i i i I Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: d 1t1b ' c 43 10 /a pi Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s.) D5 -16 Section/Township /Range: ,� L ID 4 /. 'Assessor's Tax Parcel Number(s): 01 - 79 00 1,3ci I Property Address: 1;2x50 'f �'' � S. /u�v; �Ct- tL)/q �1�1 - 7 �y� Property Legal Description (abbreviated): 117 M lerittow n Ad I DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page I of zz SZ w w Q JU UO C �. W= J F- N U W O -j < CO) D = d, z o' U O �- �: o � w X U. 8 w CO O ~, z 4 sr The Grantor, 1 Aa , conveys, warrants, and dedicates to the CITY TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: APPROXIMATELY: T k S�� 3 � 4 1 5/ 4" c/ 0/f ENGINEERING COSTS: $ CONSTRUCTION COSTS: $ �2� 6 C , TOTAL: $ DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page ; of 7 Z ,- Z': W' J U. UO: N O' W =.. J� N U WO �J LL Q: N Cy' H= Z� F - O Z t- ; N W UJ Z F- U U- H r � U CO)` z situated in King County, State of Washington. DATED this 3 lq)410 day of L! , 200,L. GRANTOR: n1 &,�, By: -, !/ (signature) (print name) (title) STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this 2 day of March , 200 6 , before me personally appeared Ju li e N. 4)a , to me known to be the ' %reczsurer of �T IV iL7G( ]der!; Inc. , a Washington corporation, that executed the t within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes 1 therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. j Given under my hand and official seal this 2�4 day of /Ma , 200 : �\ G E A . DFgc, Type /Print Name A ht A. DeUC y P Notary Public in and for the \.�oTARy��N State of Washington residing at I N ' PUB 0 R e nfm �' + +9�F'•s'16,-0� •' My Commission expires 6�16�0 OF \ I DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page a of i i Z JU U O: 0 J S2 u.. w O U- a �D _CY �w Z �. �O w ~ W U� O- o r`. .w W U. ui z' U =. o'' Z -1 CITY OFTUKWILA By: Steven M. Mullet, Mayor DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS RECEIVED FOR FILING: day of Page y of `/ z FZ w- LIJ' JU UO U Q! W= J N cl) U. W } O } �J IL Q N d = W z �O zF w w �o O . 0 O -. W W' LL F' — O wz z r s �a r! DOCUMENT RECORDING COVERSHEET Return Address: JULIE QUACH 14310 - 4" Ave. SW Burien, WA 98166 i Document Title(s): Side Sewer Easement Agreement l Party: Quach Julie Last First Initial 14310-4 th Ave. SW Address I Burien WA 98166 City State Zip Legal, Description: A Portion of the NE 1/ of the SE /, Sec. 10, T.23N., R.4E., W.M., (a.k.a.) Lots 10 & 11, Block 8, Allentown Addtion to the City of Seattle, volume 12 of plats, page 100, records of King County. Assessor's Property Tax Parcel/Account Number(s): i i 017900 -1390 017900 -1391 f Z i}— Z . w QQ 2. JU U U 0 w =. J � LL. w O; LL ?. = z o: W U J D . o U U, ;o — o w w' H U: LL O z U� i= T- 0 F- . z.. 4 Return Address: Julie Quach 1#310 l4 T Av S • w Title: SIDE SEWER EASEMENT AGREEMENT Reference Numbers: VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. Grantor. Julie Quach Grantee: Julie Quach / F; Grantors Legal Description: LOT 10, BLOCK 8, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. a Grantees Legal Description: LOT 11, BLOCK 8, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF -KING COUNTY, WASHINGTON; SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. z Z Ce w 2 �D UO Co o; CO I n O. w 9 F J - . U. �. N ry Z �_O Z t— 2 :3 U O N o f- 'w W. U. LL O / Z U= O Z SIDE SEWER EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, ' owner(s) (Grantor) in fee simple of the land described as follows: i LOT 10, BLOCK 8, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN THE VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. _ For and in consideration of mutual covenants and agreements hereinafter expressed and Other` =;;= good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows; 1. The owners of the above described land do hereby define, grant and Convey to the present and future owners (Grantee).of the land described as follows:.. . LOT 11, BLOCK 8, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN THE VOLUME 12 OF PLATS, PAGE SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. . A non - exclusive perpetual.Side Sewer Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: THE WEST 20.00 FEET OF LOT 10', BLOCK 8, ALLENTOWN ADDITION TO THE CITYOF' j SEATTLE, ACCORDING TO THE PLAT.THEREOF RECORDED IN THE VOLUME 12 OF PLATS, PAGE SITUATE IN - COUNTY OF KING, STATE OF.WASHINGTON. 2. This easement is for the sole purpose of the construction, use, and maintenance of a side sewer, together with the right of ingress for such purposes. 3. Maintenance costs of the Side Sewer constructed within said easement shall be divided equally between the fee si eq y owners of the Side Sewer that is used by only one of the Lot 10 or ``' "'_ "•' `' Lot 11 owner, will be the sole responsibility of the lot owner using their individual line. - 4. The amount and type of maintenance to be performed on the jointly used side sewer shall be determined by the majority vote of the lot owners using the side sewer. Each lot shall have one vote regardless of the number of owners owning any lot. 5. For the purpose of maintaining the side sewer within said easement, each fee simple owner using the side sewer shall be assessed a proportional share of the actual cost of such l ..:. maintenance. Such assessment, together with interest thereon, and costs of collection as herein provided, shall be a change and become a continuing lien on the owner(s) land on which assessment is made and shall be the personal obligation of said owner(s) at the time the costs are incurred which fomi the basis of the assessment, If any assessment is not paid within (30) days after it is due, the assessment shall bear interest from the due date at the rate of (12 %) per annum and any of the said owner(s). May bring an action at law against the person or persons obligated to pay the assessment and interest, costs and reasonable attorneys fees of any such action shall be added to the amount of such assessment and all such costs shall be included in any judgment. The lien of the charges provided for in this instrument shall be subordinate to the lien of any bonafide mortgage or deed of trust. 6. The herein easement and covenants may be amended only upon the written agreement of the Grantor and Grantee herein and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part there of. z z �w 2 D 0 C0 W J = C0 L W O LLQ rn D = �w z F- O z �_ U� ON 0 F_ wW �U O wz CO F_ O z ,luau -Ngs and Julie Quach Owner of Lo 0 and 11 C �• rj B (STATE OF WASHINGTON) COUNTY OF I certify that I know or have satisfactory evidence that dtteu -Ply; Julie Quach Appeared before me, and said person acknowledged thatyhe signed thus instrument, on oath stated thabhe was authorized to execute the instrument, and acknowledged it as the A&4 owners of said 4 properties and to be the free and voluntary act and deed of such party for the uses and purposes therein mentioned in the instrument. Given under my hand and official seal this day of OCfa bar , 2005 C �C�� GC. • Nr4, Notary Public in and for �e Washington, residing at: f017 Appointment expires: /(-�(L , A �f `— A GE A. - kil P • , �ssio,y '9� i •' r v ° �NOTgRy m ��: �►..� .. co ' r pVBL10 rtt�OF WASN\%, Z F `z . e y W, U O, (j) O'< C0 Uj J = C0 U. w LL c �. = w f � M , O U� O � o H: .w w LL~ LL iii z U— ~ H Z Indemnification and Hold Harmless and Permit i emporary in Nature Reference Numbers) orRelated Document(s): D05 -158 Grantor JUAN NGO, an Individual Grantee CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along 48` Ave. South and adjacent to 12228 - 48` Ave. South NOW, THEREFORE, the parties agree as follows: _ The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or - employees, this obligation to _ indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of =way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee.- Z F- W o: 2 D J U. U UD J = F— N U. WO La ca =W Z F_ F— O Z F— 5 U� O U 0 F•- W F— H LL O W O CT O F- Z �l Indemnification and Hold Harmless and Permit i emporary in Nature Reference Numbers) orRelated Document(s): D05 -158 Grantor JUAN NGO, an Individual Grantee CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along 48` Ave. South and adjacent to 12228 - 48` Ave. South NOW, THEREFORE, the parties agree as follows: _ The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or - employees, this obligation to _ indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of =way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee.- Z F- W o: 2 D J U. U UD J = F— N U. WO La ca =W Z F_ F— O Z F— 5 U� O U 0 F•- W F— H LL O W O CT O F- Z Ap IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this $rl, day of Scpt��r, b �Y , 2005. ice; Q Aut onzed Si ature Authorized Signature STATE OF WASHINGTON) )ss. - County of King ) I certify that I know or have satisfactory evidence that �u lie �QUaCk and is /� the person who appeared before me, and said individual j acknowledged that /she /tVy signed this instniment and acknowledged it to be /her /tlr free and voluntary act for the uses and purposes mentioned in this instrument. " Dated 8, 2 0 0.5 F�AL-'L - le t , % Al ice- A. De ac (3 rOOTAR} - /9N Notary Public in and for the State of Washington . residing at RE Oi �'UBL1�' ' = o s My appointment expires 6 4 6 -0 .3 N� OF WASr 0, i Z Z ' UQ W =. J � W O LL < S2 d'. = W . Z �. zo �o U O - 'a I_' w LL Z LLi U- H z. . rr Zn DATED this �, day o f �'(^, 2005 GRANTEE: CITY of TUKWILA By: Print Name: James M orrow Its: Public 'Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on f behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECT.QR and I acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. _ ,,_,........,,,,, Name: A ce- c2 A . DeCI A. 4 } Q� .• �c,S10N � .• r v �OT Y N'; NOTARY PUBLIC, in and for the State of PUBLI 01 Washington, residing at WASN" My commission expires: 3 1+ .i Ji z �W V O w= CO u_ WO 2 . I Q Co Z H W. ? t-- O Z E- �o .0 CO W U LL ~ O w z` U .N O Z' f �t 1s0S 09 -05 -2006 `O JUAN NGO 14310 4 AV SW BURIEN, WA 98166 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D05 -158 12230 48 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by, the City of Tukwila Building Division... Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or -if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit: or last inspection; or if the project should be considered abandoned. If such delerminatior. is made, the Building Code does allow, the Building Official to approve one or more extensions, of time for , additional periods exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 10/24/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, e if M rsha ✓ 11, P it Te ician xc: Permit File No. D05 -158 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax. 206 - 431 -3665 Z a W� JU 00 U 0 w z. U) U. WO �.. J LL Q U� 2 fY F. W _ ZF- F_ O W Dp U ON o F-. W W. H- O W Z U N 1= = O H Z ;t tt ?i ti 'h -- t t • . Al 1908 August 8, 2005 City of Tukwila Steven M, Mullet, Mayor Department of Community Development Steve Lancaster, Director Juan Ngo 14310 Fourth Avenue SW Burien, WA 98166 RE: CORRECTION LETTER #2 Development Permit Application Number D05 -158 JN Builders —122XX 48 Avenue S Dear Mr. Ngo: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time, the Building, Public Works and Fire Departments have no comments. Planning Department: Brandon Miles, at 206 - 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have l enclosed one for your convenience. Corrections /revisions mrtst be made in Person and will not be accepted through the mail or by a messeneer service. If you have any questions, please contact me at (206) 431 -3672. Si cerely, Brenda Ho t Permit Coordinator encl xc: File No. D05 -158 p: 1planning%renda\D05 -158 — cortection hr #2.doc bh Z Z: QQ JU U O Co o J = LL w O. LL Q CO) D =0 UJ Z� I- O Z F- w W U O N o � wW ti O W Z U =. O Z 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 PLANNING DIVISION COMMENTS n � DATE: August 4, 2005 CONTACT: Juan Ngo y RE: D05 -158 1� ADDRESS: 122XX 48" Ave S. jx The Planning Division of DCD has reviewed the above permit application that was submitted on August 2, 2005. Planning cannot approve the application for the following reason(s): ri 1. The City provided a correction on July 28, 2005 regarding the maximum area of the driveway. The driveway cannot be greater than. 300 square feet. The revision submitted shows a driveway of 326 square feet. The driveway cannot be greater than 50 percent of the front yard area which is 600 square feet. (600square feet)(50 percent) =300 square feet. a I Z �w 3 U: UO No J N LL, w� 9:3, .LLQ = C1: H LU Z � :z �`. �5 Dp ,O a w W Z U� F= � O Z , 1 0_ i= City of Tul"ila Steven Y M. Mullet , Mayor Department of Community Development Steve Lancaster, Director 1808 July 28, 2005 Juan Ngo 14310 Fourth Avenue SW Burien, WA 98166 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -158 JN Builders —122XX 48 1 ' Avenue S Dear Mr. Ngo: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time, the Building, Public Works and Fire Departments have no comments. Plannine Department: Brandon Miles, at 206 - 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate.revision block. . In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3672. Si cerely, U& .o t da lt Permit Coordinator encl xc: File No. D05 -158 P:lplanning%rend,005 -158 — correction Itr b l .doc bb 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 Z iz �w u � J U: UO Cl) J � �LL w O � CO d' =w Z� r-O Z �5 U� O - 0H wW LL —0 ui Z O Z PLANNING DIVISION COMMENTS DATE: July 20, 2005 is CONTACT: Juan Ngo RE:. D05 -158 ADDRESS: 12228 48 AV S The Planning Division of DCD has reviewed the above permit application that was submitted on July 7, 2005. The application cannot be approved. 1. Tukwila Municipal Code (TMC) 8.25 governs the vehicle-storage and parking on single- family residential r property. The provisions of the code strictly limit the amount of approved durable uniform surface per lot. TMC 8.25.020 (E) notes: k j 1 "No more than 50 percent of the front yard or 800 square feet, whichever is smaller, may be approved durable uniform surface ". The site map provided shows a front yard of 600 square feet. The driveway occupies an area of 400 square t feet, which is greater than 50 percent of the front area. z �z �w 00 U) U w= J co L W 0. U_ ? . co)d �w Z t- H_ 0 z�_ � o' U wW S H u. 0 . W Z; U N . z t , PLANNING DIVISION COMMENTS DATE: July 20, 2005 is CONTACT: Juan Ngo RE:. D05 -158 ADDRESS: 12228 48 AV S The Planning Division of DCD has reviewed the above permit application that was submitted on July 7, 2005. The application cannot be approved. 1. Tukwila Municipal Code (TMC) 8.25 governs the vehicle-storage and parking on single- family residential r property. The provisions of the code strictly limit the amount of approved durable uniform surface per lot. TMC 8.25.020 (E) notes: k j 1 "No more than 50 percent of the front yard or 800 square feet, whichever is smaller, may be approved durable uniform surface ". The site map provided shows a front yard of 600 square feet. The driveway occupies an area of 400 square t feet, which is greater than 50 percent of the front area. z �z �w 00 U) U w= J co L W 0. U_ ? . co)d �w Z t- H_ 0 z�_ � o' U wW S H u. 0 . W Z; U N . z i " 1 1 1 ` May 18, 11 i City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Juan Ngo 14310 4` Avenue S.W. Burien, Washington 98166 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -158 J.N. Builders, Inc — 122xx 48`'' Avenue South Dear Juan: This letter is to inform you that your application received at the City of Tukwila Permit Center on January 27, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: BuildineBuildine Department: Allen Johannessen, at (206) 433 -7163, if you have 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 beRevisions must be made in will not be accepted through the ma the mail or by aor by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania /pe r Permit Technician Enclosures File: Permit File No. D05 -158 sks Page 1 T:\Links\l)ocs\D05- 158 \DO5 -158 - Incomplete Letter #I,DOC 05118/2005 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 * Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 (r Z SZ '~QQ W WD UO (/) W = J f... U) LL W O. LLQ .0 = �W Z = F— F— O Z F— 2D U ON � F- W UJ F— �. U- 6j L) =. O Z Determination of Completeness Memo Date: May 12, 2005 Project Name: J. N. Builders, Inc Permit #: D05 -158 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. 1 General: The "IRC Expanded Code Text" shown on sheets "A" through "O ", appear to reflect an early printing of the 2003 IRC. The Washington State has adopted the third printing of the 2003 IRC. Examples of changes are; (a) the use of 3" x 3" plates washers rather then 2 ", section R602.11.1, (b) some of the referenced tables from IRC Chapter 4. A complete review of the Code Text should be completed and revised as necessary. 2 The above noted "IRC Expanded Code Text ", also refers to Amendments by King Co. title 16,21 a. The City of Tukwila does not recognize the King County Amendments. Revise plan notes as applicable. 3 The two Lateral Restraint Panels (L R P) for the garage do not meet the prescriptive code requirements of IRC Chapter 6. To meet current code requirements, revise the length of the end panel to the prescriptive requirements in IRC Section 602.10.6, or provide an engineered LRP design. 4 On the main floor plan on sheet 3, show the location and type of the East wall, (fireplace end) Lateral Restraint Panels. 5 Show the lateral restraint panels at each end of the second floor. Detail the required connections from floor to floor. 6 The plans do not show the length or detail of materials used in the interior brace wall construction in the area of the stairs. Provide plan detailed dimensions and the method used for the interior brace wall panels meeting prescriptive Code requirements. 7 The stairs detail (sheet 8) does not meet the tread requirements for 10" treads (R311.5). Revise detail to be consistent with current code requirements. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • Page 1 Z ; F z �w QQ JU U0 Cl) J = �LL w� U¢ ca =3 = F- i r— O Z F-- w w U� o o� W F- - u. O ..z w U= O Z PROJECT NAME: PER,ti11T NO:. �! 5-159 Site Address 10 ilk>' -- Origin... ue Date: ��- REVISION LOG Kevision • No. Date Received ! Staff i Date ! I Initials I Staff I Issued Initials I /D d I 4 6j l Summary of Revision: S _j a (1� ry �� � Received By: Received By-.' tplcalc N1 n lu .. Revision Date 1 Staff Date Staff No.. I Received i Initials Issued 4 Initials Summary of Revision: Received By: (please print) Revision fro. Date I Received Staff I Initials I Date I Issued Staff I Initials Summary of Revision: Received By: 1piease pnnu (please print) Revision No'. I Date Received Staff Initials ` Date I Issued Staff Initials Summary or Revision: Received By: • Revision Date No. I Received Staff I Initials Date Staff I Issued Initials Summary of Revision: Received By: v+:a.a.aw' � I 1 z Z � JU UO Cf) 0 J D LL w I.C. LL N d = W F- _ zF- �-- O Z F- w W U O - D I- WW H� - W z N b F, O z PLAN RB11 B/V/R0 U T1 N G SLIP ACTIVITY NUMBER D 05 -158 DATE 10/19/05 PROJECT NAME .N Bui lders SITEADDRES& 12230 48" Ave S Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENT& Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works, A 10 Structural ❑ Permit Coordinator DET9ZAAINATI N OFCOMPLErEMESS (Tues, Thurs.) DUEDATE 10/20/05 Complete Incomplete ❑ Not Applicable ❑ 1 Comments: Permit Center Use Only INCOMPLETE LETTER MAI LED: LETTER O F CO M PLEfBV E5S MAI L®: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUEITHURSROU NG: Please Route Structural Review Required REVIB/VERS IN ITIALS ❑ No further Review Required ❑ DATE APPROVALS OR CORRECTION& DUEDATE 11/17/05 Approved Approved with Conditions❑ Not Approved (attach comments) ❑ Notation: REVIBJVBR S INITIALS DATE Permit Center Use Only CO RRMTI O N LETTER MAILED: Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials Documents/routing dip.doc 2 -28 -02 'r:: -su; u.i ., ,.1'..u.r.i. ',. r..' ,:.:, ti: ax�' r..;. �:'.:. f ::a:�.:..«;•:raisihsw4,�4.!,vt i,, �F..�K'�F.?.��b �xA�+ �.•;:« �. rk+ F. �n', r '.. f'! yu`,, 5' L'+ ti. iscKta' wuTCt .�;�9;4,�+.w:<t;:�:}� }ti�%vinXs, � �{�t '�%4Yt4%r��„• .r ,_.t .•�uu3ic:f'�.jww�It. z 0 JU UO Cl) J � C0 U. W U. Cj) = �w z z o. �5 U� � H W LL O W z CO) O F" z �PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -158 DATE: 8 -23 -05 PROJECT NAME JN BUILDERS SITE ADDRESS: 122XX 48 " S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS Building Division ❑ Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator 'r DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: - 8-30 - 05 Complete 1� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: - 9 - 27 - 05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Documents/routing slip.doc ki• iy ,:er •':i_r.. +yJ »:FGfF::y- i+w.ac ii�+ca,:�r "wi` "rrz: ".�i:.tic'' vu3� % L4•'w7k z Z UO (D o cn W J H N LL WO � =W Wo �5 U� CO_ o F- W �P O. W z U C0 . o~ z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -158 DATE: 8 -2 -05 PROJECT NAME JN BUILDERS SITE ADDRESS: 122XX 48 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS -0 ,o!� Building Division ❑ Fire Prevention ❑ PIa i g Dili vis on fig Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8-4-05 Complete 0 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 R UTING: Please Route Structural Review Required F REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 9-1-05 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ( PW ❑ Staff Initials: Documents /routing sllp.doc 2.28.02 z _� ' w � D �0 00 Cl) W_ CO) LL w J. LL j C0 0 = w z F.. Z0 2-1 Uj3 ON OH W F- LL O .. z ' W U= O z PERMIT COORD CO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -158 DATE: 7 -5 -05 PROJECT NAME NGO RESIDENCE SITE ADDRESS: 122XX 48 " S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS d"� " Adainff Fire Prevention Planning Division P9b.Pc Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7-7-05 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 8 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 E] issued corrections: Bldg Fire Ping ❑ Staff Initial❑ Staff Initial Documents/rouft slip.doc 2 -28.02 1�" .� .J. z .ti a:L. .l ti. ..i�.u;..�'�, ^:zo-.:1t'.'c:�lH;� it + : + a:tk�.�� :, �u+' ''�:�dx: �� ., r �'. . • :.���•tP.a;'".:�. ,:! .: ts��. , 1, ,, , , xt ���� z �~ W � �U 0 ND CO W J S2 LL W O La =W zF- z o. U� O W C3 �- WW L y �O w z U= O z P MIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -158 DATE: 05 -11 -05 PROJECT NAME: J. N. BUILDERS, INC SITE ADDRESS: 122XX 48 AVENUE SOUTH X Original Plan Submittal _Response to Correction Letter # Response to Incomplete Letter # Revision #_after /before permit is issued DEPARTMENTS: B!I$ng iCS "vision Public Works Planning Division Q Permit Coordinator �I z 41A s , f t -os Fire Preven ion El Structural ❑ DETERMINATION OF COMPLETENESS (Tues., Th s.) Complete ❑ Incomplete Comments: DUE DATE: 05 -12 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: .S eOF -17S LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials TOES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS DUE DATE: 06 -09 -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: PERMIT COORD COPY Documents/routing siip.doc 2.28.02 i ❑ No further Review Required DATE: z �z '~ w � D 3 vo co W J = H Tw w o LL Co d =w Z �.. F - O z�_ W �5 U� ON 0 F- wW �P U- O W z CO O z X City of 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: ht(p:11www.cLtukwi1awa.us Steve Lancaster, Director REVIS SITB1VlITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: ❑ Response to Incomplete Letter ❑ Response to Correction Letter Revision after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Z Project Address: l 3c') Li 3- Ay : 9= 2; 1 Contact Person. �JAIJ f Phone Number: _ 6 -,2 q — 0 40 k Summary of Revision: wlr.i%o Maw erryoMmA 0 C T 1 9 2005 P GENTER Sheet Number(s): "Cloud" or highlight all areas of revision including (late of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \app lications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: Z Z w 2 D U 00 CO 0: (W 0 � W u- W 0 LL CO = F- W 0 Z F- UJ LU 5 O CO, off W W AL Iii Z. 0, O Z f S' 1 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: ht1p:1Avivtiv.ci.1ulnvi1a.►va.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: c`_ k 3 1OS Plan Check/Permit Number: D05-158 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: JN BUILDERS Project Address: 122XX 48 Av S Contact Person Juan Nizo Phone Number: Summary of Revision: CITY C OFTU AUG 2 3 PERM N'l E i I { Sheet Number(s): j "Cloud" or highlight all areas of revision including (late of revision Received at the City of Tukwila Permit Center by: - &g - L-11"� -- i _ Entered in Permits Plus on 2� ,93 05 applications lbmis- applications on line evision submitta Created: 8 -13 -2004 Revised: i Z iF' Z W Q � WD JU UO CO J = F- 1L, WO 9-J u- Q �w z H F— O Z F-- LU5 U O- o �-. w Z iu CO H O F- Z . FROM ": * *" FAX N40. ' 2067253774 City of Tukwila 6300 Souft ater SOU 10YArd, Suite # 100 T Awlle, WashfnSton 981 88 Phone: 206 -431 4670 Fax: 206431 -3665 Neb tiq: lgtL+� /Ik*ww,c�.t�a wW ys Steven M. Mudlet, Mayor Steve Lawair*r, Direafut r ... 5:.:� � : Ali:'.. - I•`- ;••.. .�i..� �.•f Rrykivar sulriwblalt: mast be subMINed In prrsat of Ike Peel W C whw. Aevblow will not hr accepted through the mall, fax, etc. Aetat Plan CWAMermlt Number: D0 5-15 ❑ Rasponer to ineomplaae Letter g (� kaponu to Correction Latter 0 __,_1— ❑ Revisioe tY after Permit is Issued ❑ Revision requested by a City Building Wpector or Plena Exa minear >proiaet Name : �,_ BVILDERS Project Addnae: �122XX 4$' S Coutur Perron: Juan Nino l Phava Number._,. Summary o[RwieFoni 7k ! Rest No ' lood" or wigklldht all arras of revision Molu&ng dose of teviWon Recrived at"City of Tukwila Pemtit Center by- Entcred it Permits Plus on Ciiwd; 8.13.20N RCVWed: !RECEiVeu c TY pp TUKMLA pGRM1Y CENTER 2e 2005 05: 56PM P3 z �Z tY w W� JU 0 Cl) 0 CO W �_ H S2 LL w 0 �J LL Q UD = 1.. w 1- O z F_ w w D CO F- w F� u. 0. wz CO 1= _. O z C ity of Tukwila S teven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http :11www.ci.tukwila.wa.us REVISION `SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: - Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: C7 P0 5 S'1 -%10 C4t�� Project Address: 11 7 - ' 1 — X X 4 7 AU Contact Person: J Phone Number: Summary of Revision: Sheet Number(s): "Cloud" or higlilight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: —ujulkg Entered in Permits Plus on r ' ✓�`� \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 0 z Z. `~ W W D: JU 0 CO w W= it CO L w 0 UQ CO = �w z F- HO. w �5 U� 0� o� w LL O w z U= O z Look Up a Contractor, ElectriFian 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. License Information License JNBUINB956DS Licensee Name J N BUILDERS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602454865 Ind. Ins. Account Id Business Type CORPORATION Address 1 14310 4TH AVE SW Address 2 Impaired City BURIEN County KING State WA Zip 98166 Phone 2067993039 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/10/2005 Expiration Date 3/10/2007 Suspend Date SURETY Separation Date Parent Company Previous License JNBUIB *961K5 Next License #1 Associated License Business Owner Information Name Role Effective Date Expiration Date NGO, JUAN PRESIDENT 03/10/2005 .""� Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received [Bond Name Number Date Date Date Date Amount Date WESTERN SURETY Until #1 CO 69869268 03/10/2005 Cancelled $12,000.00 03/10/2005 https:H fortress. wa. gov /lni/bbip /printer.aspx ?License= JNBUM956DS Page 1 of 2 09/08/2005 Z Z W: QQ J UO C0 W N � J �. CO LL. W O LL. Q co d = W H =. 1- Z i— LLI 5 U� O N o I.- WW 2 H tL O .. Z W U= O Z I I :�o o 0 �Ji I U 4.000 7 Ole- YT 7 r 00 • Opp '0, look �f ' f t vo 'Of / "01 0 -,A 10 .1.1 1 / 111. 1 11 1 01 01 J. .01 0 • 'A ar X JI Ilk 10 1 N A A lei 0 t ae 7 OA) f Lx ' Ce, a A /l '00 r, 4 114- .4 VCO .00/ t� x .5, 1000. - fir./�:�., %: 4 41" 450'�!. 7 o lfx;� I Le - A $.A Z It 11 PERPW �'.1 FOR N& . I 1, t-iechanlml ElectriMl Plumbing Piping of T Raft va BUILDING DIVMION R..E\r f2a I I be to tm -4-Scut p"W =rVff n:;Wding 1.1skm require a new plan subrntW ibonal plan review fees. Ob. 10103MNNMMWASAN� r. - j I T ?ut c 0 0000-1 1W ..-aw ..r 6 T z Opp d- f t P SL WOW 7 vi % • Il k T J 0 00 - C7'c.. WA C Ic . A Z A 6001-0 f 0 S n C C' to C : 3 _ . �` ` 4 _-- ____ cc v/ A CC" 7, RECEI"ED r -'" 4 " "! h P Tim x f CITY OF 4c- KV. I LA �� ;3 --Acm T�ic s% cquacY 0, t h e ecs:9,1- rests ii -1AY I I lu A d -J I ti c* ns, dc1cotion or rev i n ru accc-T-t nce �` -� � - - - -- C. 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KENTON, WA 98059 ( 425 218 -3854 ' l � 1 4 � i t , 1 ` 1 t i i + `�V t 1 + i t + r + r 1 a �1 i I + o� P sdoe� I .requam For: n %J l w C 0 r7 r9 c I • ,• •;�. .r Rw 1 C m rT) a c ; �� rt) ��� ► - , C) t m 0 r7 r9 c I • ,• •;�. t f _ y or 0 40 P oe _ •w.ww._ -•• _rf.f_t• / of b 1�)l -f'' /� �/ .rte -�__ _.w.— —. •.w_- �r.ww..__._�. _. -may- A t o PA 1 17 If t 19' 1 1 A./ 5t� � a ncu�i �Ntat�S -t .� w� Ulj " 00 ) 4 ; a'000 1 t 4 3, 2AO OL 4. y ,� - 41f pr I 9- Ll 6Fok If 3f 1 •� l _ PA IP .......�... _ _ _ _ ..... _ _ . - 7" 4 .1 PIP, . � S► �'- — _w�M_+ _ - -. ._+..� __r _ � • F• - M .ate _ �� 1 t — _pw•_y. 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Iowa _ r �► • it 6(f �hft� 5 1-�oy 6K c� Ll pvAja 4 w PJA rf I } 1 ..�..,� -_ - -_ _ - �........._ ........- ._..................r -- � v � 1 • Y /1 2� � �'•! l , ' � it j "� � �. �� �. c6 ► t _ f °► dL - R Ilk • • l a 4 .. ' ! I N too 4r NI r .�� . ✓ ! � , r i t om- - _ � �'� � �• 0 , A I# -01 IWO A J 40 -' • � • J$w- III Il r _ ---- •- - -- -'�'- -- --- - • '-'• - - - -- --•w�+ • � • `\.••_- �- _- - i _.► .ter _ ..�.� _� _ . _ -.� � - • . ..} _ _ _ �...�'_"" w�_ _..�. ._.�+ ��..__ .r. -._ ter._ .�ir� �..��► �.� � .� w -�. �' �'� � l • i .00l' Jr 10 10 / -4 - ��1111 4 z O� MCI wQ a�L VA I RECEIVED O'T' OF TUKIVj � l I 1". '017 PERMIT CENTER ; iz V t f f + 1 7 1 { t fp a h o • w H b w fj ol- z - Q .33 c • a�z g t n y * A � iii•" r' dip N Pero 4 7 1 1 r ' 1 Y r � t �1 t s 1 I I t i �ii�i�iiiiiiiii�i�iii� •OO } t i c I R mi l / • R� i �l 4 40M I ' { �� . ••'! - .+... �--�.. — A .•r•yr In •!• wMN M.�•••_r .�. • r w- _ rr • . - .•w.. • •.r .. _ • - i. • . .. . rrO M\ • 1 v ON ..» .... �............ � .•.�_.�..- «- �................�� �. �... •...... ..• .. -,.,, - •.. -.., . �.. ,.»..- ...«...• -- •.ter... ' ! Name: -v n . m -r -- - w O 1 n \ I � N o, � rn t � z . r C., -jilt C7 - ONION-a- W" *Ago famwounda'. or i • ...a.l...r.ni�F• �.fi.Fifiis �* s••.. •......• -� = ss..��t • , n o x0 Cl ni 7 1 1 r ' 1 Y r � t �1 t s 1 I I t i �ii�i�iiiiiiiii�i�iii� •OO } t i c I R mi l / • R� i �l 4 40M I ' { �� . ••'! - .+... �--�.. — A .•r•yr In •!• wMN M.�•••_r .�. • r w- _ rr • . - .•w.. • •.r .. _ • - i. • . .. . rrO M\ • 1 v ON ..» .... �............ � .•.�_.�..- «- �................�� �. �... •...... ..• .. -,.,, - •.. -.., . �.. ,.»..- ...«...• -- •.ter... ' ! Name: -v n . m -r -- - w O 1 n \ I � N o, � rn t � z . r C., -jilt C7 - ONION-a- W" *Ago famwounda'. or i • ...a.l...r.ni�F• �.fi.Fifiis �* s••.. •......• -� = ss..��t • , t For. K� G I� I i 4 t � � j -�... r.►�..... �.�.._.... ._r_. .. -•.r -. w- — �w-r.. ._+�. .+.r.�� . u.+.. �.•• �-... ���-..... «��w.�+•r.•.•.r.�r• +��— ..r+.i_w J , T Al 1 s..r,.� .�.... qwmlmsm� •V fZ\� r �rr•Mf+ .. ♦ . r.L « .. . v rr• . •• . . • . .• .• ♦F11�. ♦ •I/r • r '• • . . r .w • ._ •, r.. _• _. •'1'• : �•1 . �..t. t .. ... 1.. .. .�.•• r... ' ..... r.. •... • ,. ♦ ..r 1 A . • .... .. be- i n o x0 Cl ni � rn Cyr =j 0 r t For. K� G I� I i 4 t � � j -�... r.►�..... �.�.._.... ._r_. .. -•.r -. w- — �w-r.. ._+�. .+.r.�� . u.+.. �.•• �-... ���-..... «��w.�+•r.•.•.r.�r• +��— ..r+.i_w J , T Al 1 s..r,.� .�.... qwmlmsm� •V fZ\� r �rr•Mf+ .. ♦ . r.L « .. . v rr• . •• . . • . .• .• ♦F11�. ♦ •I/r • r '• • . . r .w • ._ •, r.. _• _. •'1'• : �•1 . �..t. t .. ... 1.. .. .�.•• r... ' ..... r.. •... • ,. ♦ ..r 1 A . • .... .. be- i p M. r3 �D� one Ad r 2A-11 i � J m, :1 1 WL t- o", L I^ _;q 2 p ro A - H r �= �� r 4 I p S(A # of , AV or L! *- 9 I '� ` 1 c ()D • .-qw- 1 .I I RECEIVED %ITY OF TUM A I ) RMIT CENTER I ki . -low ZA w A j 1Z z t�� L • z - dow AA _ a¢' �` Adf - A A N P ro/ 10.0wo-orol- ."WRe tw- maroon-@- - I NOW �mv • g r {, f �, lE I I t ) P i .� ,,,� � �, fir' - C #-� n �� '.� 00- 1 L 77 - i � J m, :1 1 WL t- o", L I^ _;q 2 p ro A - H r �= �� r 4 I p S(A # of , AV or L! *- 9 I '� ` 1 c ()D • .-qw- 1 .I I RECEIVED %ITY OF TUM A I ) RMIT CENTER I ki . -low ZA w A j 1Z z t�� L • z - dow AA _ a¢' �` Adf - A A N P ro/ 10.0wo-orol- ."WRe tw- maroon-@- - I NOW �mv • g r {, f �, lE I I t ) P i .� ,,,� � �, fir' - C #-� n �� '.� 00- 1 r at f r C , foo � �f 1r ~ 1 � � j r , o f a � G , A AL I Ile 7 i� � 4 011 I a rps Ap 41P b J­ or . IV, 41 00 00, 24 E LO will 696 / 7 IeA &JR6 /G /� t � � 7 _ _ � �' fib' � . S t. lo 0A I 4 ey 91i qr 7x I—T plo le le of - It :^ % j• o t * .s 777� 4 L ir 5�A � � � � "'�' � Po • dk 3b ArAfto Iwo -Iw o� 1p 2w . lb 416 ../ .a - lft a 4f lift _ may -�.� .._.__._.. . , . , v } _,-..� �. r.w._.. r _ .. ♦ v n_.. .. .w.„•♦.. by .•- � v , •.F_..._�..rr_ .. ._..��_ ems- ♦ ...... .y._ w..ti..�.+- -._r.. �. _....._... • _. - _.,._.r. �.. wr-� ..r..r.��•_.. �.. �. -..._� ` AP_ ,�. _ �1 � ,, � �� !,� rev C� Jr ov 4) 13 'k , ;x Nv �j `t ; �R,U�,c61�G � /L �s y IU. CWP F-, J M. 1 cro l a r r 10 I_VL, Parallam* P5t. or 1 ihnber�tr �.:� 0 J►J Top fis m ee ha nger �t Face r cunt lianger web stiffeners are rcojowreA the 21 485 of t he h - r.ae o' ac n7i iatera'ly 5ttrport tr• �. �t;��' top ftarge H1 % f k KI► 'WEB STIFUMER ATTAC 11NT G ap. Ili'' rt11 1t;1ti��;�� .� �/ j 1114 \1 ►1111t► t f t ( 1) Web stiffener material shall be ,heading rnsett'na tl of W PS 1 or PS 2 with fact grain vertical (2) 2x4 construction SMde or bettor TiMBERST LSL Rim S OARO A3 Mwt #ww+s ) 31' " fnUKM joist ' - a ends It k IL imocrt�t rania or T,) �3t rand'' rim Kvi r d Bridging or aid -span bi"Aint is not N c At rN y s K� E i ft v LO RECEIVED QTY OF TIC - MILA MAY I ERMIT CENTER V E e Z 1 r r IL M �0 V eV h � Q � r0 • Q'z [ C . ••'' •"• IM y r � - 0 :. r S 0 •' ; .:tf • y �, . � ,'' iii I ' �' � Mr •' 1 �` V �'. ` lit I� g p iN Sw7a l J 77oof I 4040 A, S/ IF JF in a a 'A IRC Residential Corrections Expanded Code Text Version Revised t6the 2403 WSEC.2003VIAQC and the 2003 IRC as amended by. IA/ AID .._ "Y , This correction sheet covers residences and accessory structures built under the International Residential Code. The code describes these as "Detached one- and two - family dwellings and multiple single family dwellings (townhouses) not more than three stories above grade plane in height with a separate means of egress and their accessory structures shall comply with the International Residential Code. " Residences and accessory structures that do not meet this definition will need to with the IBC. Note: 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 this code or of any other ordinances of theJurisdictioa, Permits presuming to give authority to violate F or cancel the provisions of this code or other ordinances of the jurisdiction 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. The building official is also authorized to prevent occupancy or use of a structure where in violation of this code or other ordinances of the jurisdiction. 705.4 IRC/113C Note: this correction sheet is part of the approved plans and shall remain attached. Corrections indicated on the plans coincide with the numbered items below,. * The approval of plans and specifications does not permit the violation of any section of the International Residential Code, International Mechanical Code or other County ordinances or state law. � Corrections as indicated ,below, along with the unchanged information shown on•the drawings must be complied with. h• �.� . The approved plans shall not be changes, modified or altered without authorization from the building official. The approved plans are required to be on the job site. 105.7 ,106.3.1, 106.4 1RC /IBC The organisation of this correction sheet mirrors the !RC item's with *a code citation starting with an R reference the 2003 International Residential Code for One and Two - Family dwellings. This per mit revs ewed to the requirements for: i Seismic Zone: Roof Snow Load � lbs R, Y , x Design and design criteria 1. Buildings and structures, and all parts thereof. shall be constructed to safely support all loads, including dead loads, dive loads. roof loads. flood loads,'snow loads, wind loads and seismic loads as prescribed by this code. The construction of buildings and structures shalt result in a system that provides a complete load path capable of . transferring all loads * frcxn their point of origin through the load- resisting elements to the foundation. R301.1 As an alternative to requirements in Section the following standards are permitted subject to the limitations of this code and the. imitations therein. Where engineered design is used in conjunction with these standards the 4' design shall comply with the Intemational Building Code. 1. American Forest and Paper Association (AF &PA) Wood Frame Construction Manual (WFCM). 2. American Iron and Steel Institute (AISI), standard for Cold- Formed Steel Framing -- Prescriptive Method for One- and Two-family Dwellings (COFS/PM). R301.1.1 r 2. Table R301.2(1) _ . . :. k CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ' Subject to damage from r Ground Wind Seismic Winter lceto Air Mean Frost Flood �- snow speed design design shield freezing annual Weathering line Termite Decay hazards ' � load {mph) category hemp. required index tern . p depth �. Slight Slight � Varies, 85 Moderate '1, to � No VarieS 50 D2 to Mod. Mod. T. The aSnow Load Malysis for Washington Second Edition (1995) published by aye SbuckwW ENmem Associa fim or WashkxjW, snap be used in determining srww 1wd except where a,e epament determines by pubiic rule that a different s�ndard is necessary to protect the public health and safety. The minimum roof snow load shah be 25 pomds per square feet i Seismic design category shall be D1 for areas of unincorporated King County to the east of the Snoqualmle River _ as it traverses from the king County -- Snohomish County line to the city limits of Sn q I t of the town of Snoqualmie, east of the Shoqualmie Parkway and the Echo Lakemsnoqualmle 'Cut -off SE as they run from the city limits of the town of Snoqualmie etc Slate Highway 18 and to the south or east of State Highway 18. All other portfons of unincorporated King County shalt be seismic design category D2. 3. The frost line depth shall be considered to be 12 inches for sites up to an elevation of 1000 feet above sea level. For sites over 1,000 feel above sea level a specific site analysis may be required. 4. - Flood hazard within King County varies. See the flood hazard code provisions of KCC 21A.24. Building Planning Definition Habitable Space — A space in a building forliving, sleeping, sating or cooking. -Bathrooms, toilet rooms, closets, halls, storage or utility spaces are not considered habitable spaces. R Chapter 2 3. Habitable rooms — Light, Ventilation and Heating • All'habitable rooms shall be provided with aggregate glazing area of not less than 8% of the floor area of such rooms. Natural ventilation shall be through window►s, door .louvers or other approved openings to the outdoor air. The minimum openable area to the outdoors shala�be 4% of the floor area being ventilated. � R Exceptions: , 1) The glazing areas need not be openable where the opening is not required by section R310 (emergency egress) and an approved mechanical ventilation system is provided capable of producing 0.35 air changes _ per hour in a room or a whole house mechanical ventilation system is installed capable of supplying outdoor ventilation air of 15 cubic feet per minute per occupant computed on a bass of two occupants for the first - . t bedroom and one occupant for each additional bedroom. 2) The glazed area need not be provided in rooms where exception 1 above is satisfied aid artificial light is provided capable of producing an average illumination of 6 footcandles (6,,46lux) over The area of the room at a height of 34 inches above the level., R303.1 4. Illumination of Stairs — • Ail exterior and interior stairways shall be provided with a means to illuminate (not less than 1 footcandle) the stairs, including the' landings and t Interior stairways shall be p rovided with an artificial light source located in the immediate vicinity of each landing. Exterior stairvvays shall be provided with an artificial tight source located in the immediate vicinity the top landing of the stairvway. Exterior stairways providing access to a basement ` from the outside grade level shall be provided with an artificial light source located in the immediate vicinity of the bottom landing of the stairway. ExceptionAn artificial light source is not required at the top and bottom landing, provided an artificial light source is located directly over each stairway section. • Light Activationa the control for activation of the required interior stairway fighting shall ba. sible at the top and bottom'of each stair without traversing any step of the stair. The Illumination of exterior stairs shall be controlled from inside the dwelling unit. Exception: Lights that are continuously illuminated or automatically activated. R303.6, R311.5, R315 f 0i RECEIVED CITY OF TUMv hY L' PERMIT CENTS Z IN; N all ZAC < Q �z I I ��► . �l" i� . .. ` w p _+It �! f i �' r�►t R�Iw ie- +t _ _.rc rF _ .. _ _ ►� �D , _ _ a+ _ ` NO one Now IRC Residential Corrections Expanded Code Text Version Revised t6the 2403 WSEC.2003VIAQC and the 2003 IRC as amended by. IA/ AID .._ "Y , This correction sheet covers residences and accessory structures built under the International Residential Code. The code describes these as "Detached one- and two - family dwellings and multiple single family dwellings (townhouses) not more than three stories above grade plane in height with a separate means of egress and their accessory structures shall comply with the International Residential Code. " Residences and accessory structures that do not meet this definition will need to with the IBC. Note: 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 this code or of any other ordinances of theJurisdictioa, Permits presuming to give authority to violate F or cancel the provisions of this code or other ordinances of the jurisdiction 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. The building official is also authorized to prevent occupancy or use of a structure where in violation of this code or other ordinances of the jurisdiction. 705.4 IRC/113C Note: this correction sheet is part of the approved plans and shall remain attached. Corrections indicated on the plans coincide with the numbered items below,. * The approval of plans and specifications does not permit the violation of any section of the International Residential Code, International Mechanical Code or other County ordinances or state law. � Corrections as indicated ,below, along with the unchanged information shown on•the drawings must be complied with. h• �.� . The approved plans shall not be changes, modified or altered without authorization from the building official. The approved plans are required to be on the job site. 105.7 ,106.3.1, 106.4 1RC /IBC The organisation of this correction sheet mirrors the !RC item's with *a code citation starting with an R reference the 2003 International Residential Code for One and Two - Family dwellings. This per mit revs ewed to the requirements for: i Seismic Zone: Roof Snow Load � lbs R, Y , x Design and design criteria 1. Buildings and structures, and all parts thereof. shall be constructed to safely support all loads, including dead loads, dive loads. roof loads. flood loads,'snow loads, wind loads and seismic loads as prescribed by this code. The construction of buildings and structures shalt result in a system that provides a complete load path capable of . transferring all loads * frcxn their point of origin through the load- resisting elements to the foundation. R301.1 As an alternative to requirements in Section the following standards are permitted subject to the limitations of this code and the. imitations therein. Where engineered design is used in conjunction with these standards the 4' design shall comply with the Intemational Building Code. 1. American Forest and Paper Association (AF &PA) Wood Frame Construction Manual (WFCM). 2. American Iron and Steel Institute (AISI), standard for Cold- Formed Steel Framing -- Prescriptive Method for One- and Two-family Dwellings (COFS/PM). R301.1.1 r 2. Table R301.2(1) _ . . :. k CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ' Subject to damage from r Ground Wind Seismic Winter lceto Air Mean Frost Flood �- snow speed design design shield freezing annual Weathering line Termite Decay hazards ' � load {mph) category hemp. required index tern . p depth �. Slight Slight � Varies, 85 Moderate '1, to � No VarieS 50 D2 to Mod. Mod. T. The aSnow Load Malysis for Washington Second Edition (1995) published by aye SbuckwW ENmem Associa fim or WashkxjW, snap be used in determining srww 1wd except where a,e epament determines by pubiic rule that a different s�ndard is necessary to protect the public health and safety. The minimum roof snow load shah be 25 pomds per square feet i Seismic design category shall be D1 for areas of unincorporated King County to the east of the Snoqualmle River _ as it traverses from the king County -- Snohomish County line to the city limits of Sn q I t of the town of Snoqualmie, east of the Shoqualmie Parkway and the Echo Lakemsnoqualmle 'Cut -off SE as they run from the city limits of the town of Snoqualmie etc Slate Highway 18 and to the south or east of State Highway 18. All other portfons of unincorporated King County shalt be seismic design category D2. 3. The frost line depth shall be considered to be 12 inches for sites up to an elevation of 1000 feet above sea level. For sites over 1,000 feel above sea level a specific site analysis may be required. 4. - Flood hazard within King County varies. See the flood hazard code provisions of KCC 21A.24. Building Planning Definition Habitable Space — A space in a building forliving, sleeping, sating or cooking. -Bathrooms, toilet rooms, closets, halls, storage or utility spaces are not considered habitable spaces. R Chapter 2 3. Habitable rooms — Light, Ventilation and Heating • All'habitable rooms shall be provided with aggregate glazing area of not less than 8% of the floor area of such rooms. Natural ventilation shall be through window►s, door .louvers or other approved openings to the outdoor air. The minimum openable area to the outdoors shala�be 4% of the floor area being ventilated. � R Exceptions: , 1) The glazing areas need not be openable where the opening is not required by section R310 (emergency egress) and an approved mechanical ventilation system is provided capable of producing 0.35 air changes _ per hour in a room or a whole house mechanical ventilation system is installed capable of supplying outdoor ventilation air of 15 cubic feet per minute per occupant computed on a bass of two occupants for the first - . t bedroom and one occupant for each additional bedroom. 2) The glazed area need not be provided in rooms where exception 1 above is satisfied aid artificial light is provided capable of producing an average illumination of 6 footcandles (6,,46lux) over The area of the room at a height of 34 inches above the level., R303.1 4. Illumination of Stairs — • Ail exterior and interior stairways shall be provided with a means to illuminate (not less than 1 footcandle) the stairs, including the' landings and t Interior stairways shall be p rovided with an artificial light source located in the immediate vicinity of each landing. Exterior stairvvays shall be provided with an artificial tight source located in the immediate vicinity the top landing of the stairvway. Exterior stairways providing access to a basement ` from the outside grade level shall be provided with an artificial light source located in the immediate vicinity of the bottom landing of the stairway. ExceptionAn artificial light source is not required at the top and bottom landing, provided an artificial light source is located directly over each stairway section. • Light Activationa the control for activation of the required interior stairway fighting shall ba. sible at the top and bottom'of each stair without traversing any step of the stair. The Illumination of exterior stairs shall be controlled from inside the dwelling unit. Exception: Lights that are continuously illuminated or automatically activated. R303.6, R311.5, R315 f 0i RECEIVED CITY OF TUMv hY L' PERMIT CENTS Z IN; N all ZAC < Q �z I I ��► . �l" i� . .. ` w p _+It �! f i �' r�►t R�Iw ie- +t _ _.rc rF _ .. _ _ ►� �D , _ _ a+ _ ` NO one R*quIred Heating •When the winter design'temperature in Table 607 • R301.2(1) is below X16 C). every dwelling unit shall be provided with heating fa cilities capable of maintaining a minimum room tem erature of 68 °F (20T at a point 3 feet (914 mm) above the fl oor and 2 feet (61 O.mm) from exterior wails i p � .temperature. 8303.8 nail habitable rooms at the design 6, Minimum Roomareas dimensions and height I . Every dwelling unit shall have at least one habitable room that shall have not less than 120 square feet of gross floor area. Other rooms. Other habitable rooms shall have a floor area of not less than 0 square feet. Exception: Kitchens,, 8304.2 2. Minimum dimensions. Habitable rooms shall not be less than 7 feet in an horizontal d Exception: Kitchens. 8304.3 Y 30 Height effect on room area. Portions of a room with a sloping ceiling measuring less than 5 feet or a flat ceiling measuring less than 7 feet from the finished floor to the finished ceiling shall not be considered as contributing to the minimum required habitable area for that room. 8304.4 7. Ceiling Heights -not less than 7'measured to the lowest projection. Exceptions: 1. Beams and girders spaced not less than 4 feet (121 9 mm) on center may project not more than 6 inch mm) below the required ceiling height. (152 � 2. Ceilings in basements without habitable spaces may project to within 6 feet, 8 inches (2x32 mm) of the finished floor, and beams, birders, ducts or other obstructions may project to within 6 feet, 4 inches (1931 mm) of tha finished floor. t 3. Not more than 50 percent of the required floor area of a room or space is permitted to have a sloped ceiling less than 7 feet (2134 mm) in height with no portion of the required floor area less than feet 1524 mm height. 5 � 1 in 4. bathrooms shall have a minimum .ceiling height of 6 feet 8 inches (2036 mm) over the future and at the front clearance area for fixtures as shown in Figure 8307.2. A shower or tub equipped with a shower head shall have a � minimum ceiling height of 6 feet 8 inches (2036 mm) above a minimum area 301mches (762 (762 mm) at the shower head. 8305 mm) by 30 inches s Toilet, Bath and Shower Spaces . 80 Tub and Shower Requirements - -Tub and shower wall shall be finished with inonabsoibent surface and shall extend to a height of not less than 6' above the finished floor. Shower wails shall be finished in accordance with Section 8702.4. Section R702.4 gypsum backer. Gypsum board used as a backer for ceramic file or other � nonabsorbent material shall conform to ASTM C630 or C 1178. Water - resistant gypsum backing board is pe ifted on ceilings ere fra ming spacing does not exceed 12 inches on center for %z inch thick or 16 inches fb 518 inch thick. '= 8307 Limitations. Water- resistant gypsum backing board shall not be used in the following locations: �- 1, Over a vapor retarder in a shower or bathtub compartment. 2. Where there will be direct exposure to water, or in areas subject to continuous high humidity,, , 8702.4.2 and P.702.4.3 9. Water closet Requirements figure 8307.2 IRCe The water closet shall have 15 inches clear from the center line of the stool to the wall. The water closet shall have a minimum 21" clearance in front of the stool Garages and Carports { 10. Opening protection • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1 318 inches (35 mm) in thickness, solid or honeycomb core steel doors not less than 1 3/8 inches (35 mm) thick, or 2000 `� minute fire -rated doors. 8309.1 11. Duct penetration., Ducts in the garage and ducts penetrating the wails or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel or other approved material and shall have no openings into the garage 309.1.1 12. Separation required. The garage shall be separated from the residence and its attic area by not less than 1/2 -Inch (12.7 mm) gypsum hoard applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5/8 -inch (15.9 mm) Type X gypsum board or equivalent. Where the separation is afloor- ceiling assembly, the structure supporting the separation shall also be protected by not less than 1/2 -inch (12.7 mm) gypsum board or equivalent. 8309.2 13. Floor surface. Garage floor surfaces shall be of approved noncombustible material. The area of floor used for parking of automobiles or other vehicles shall be sloped to facilitate the movement of liquids" to a drain or toward the main vehicle entry doorway 8309.3 74. C Carports shall be open on at least two sides. Carport floor surfaces shall be of approved noncombustible material. Carports not open on at feast two sides shall be considered a garage and shall comply with the provisions of this section for garages. Exception: Asphalt surfaces shall be permitted at ground level in carports. 8309.4 l At x w � o >� Z ^� Z N » w RECEIVED TY OF TL'KWILA lot Y 7 i *&f 05 � RMIT CENTER Z N a- �ii ' A MOP- K_ • Emergency Escape. and Rescue O gs 15. Emergency P - and rescue requlrod. $asements with habitable space and every steeping room shall at yeast one openable emergency escape and rescue opening. Where basements contain one or fnore sleeping rooms, , emergency egress e nd rescue openings shall be required in each sleeping room, but shall not be required. in adjoining areas of the basement. Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches (I 118 mm) above the floor. Where a door opening having a threshold below the adjacent ground elevation se"es as an emergency escape and rescue opening and Is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section 8310.3. The net clear opening dimensions required by this section shall be obtained by the nmrmal operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a . window well in accordance with Section 8310.2. 16. Minimum opening area. AI! emergency escape and rescue openings shall have a minimum clear opening of 5.7 square feet (0.530 m2). Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet (0,,465 m2). 8310.1.2 .Minimum opening height The minimum net clear opening height shall be 24 inches (610mm),R310A.I 77. Mm lniurn opening width. 'The minimum net clear opening width shalt be 20 Inches (508 mm). R310A.3 18. Operational constraints. Emergency escape and rescue openings hall be operational from the inside of the room without the use of keys or tools,, R31 0.1.4 19. Window wells. The minimum horizontal area of the window well shall be 9 square feet (0.84 m2), with a minimum horizontal projection and width of 36 inches (914 mm). The area of the window well shag allow the emergency escape and rescue opening to be fully opened. 310.2 Window wells. Exception: The gadder or steps required by Section R31 0.2.1 shall be permitted to encroach a maximum of 6 inches (152 mm) into the required dimensions of the window well. 8310.2 20. Ladder and steps. Window wells with a vertical depth greater than 44 Inches (1118 mm *;hall be pemnanentty affaed fedder or steps usable with the window in� the fully open Position. L. � equipped with a this sec�on shall not be. required to comply with Sections 8311.5 and R311,Ladders adders or steps required by width of a# least 12 inches (305 mm), shalt project at least 3 inches (76 mm from the a�� a shalt have an inside more than 18 inches x(457 mm) on center vertically for the full height of the window well, -rn "d ha be spaced not e la' dder or steps required by Section R3102.1. shall be permitted to encroach a maximum of 6 inches (152 mm) into the required dimensions of the window we!!. 831+0.2.1 21. Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. The bulkhead enclosure with the door panels in the fully open position shall provide the minimum net dear opening required by Section 8310.1.1. Bulkhead enclosures shall also comply with Section 8311.5.8.2.8310.3 22. Bars, grips, covers and screens. Bars rills, covers, screens or -similar devices are Knitted t emergency escape and rescue openings, bulkhead enclosures, or window wells that serve such o enin s the minimum net clear opening size complies with Sections R31 0.1.1 to R31 0.1.3 and such devic p 9 ' b p rovid r releasable or removable from the inside without the use of a key, too! or force greater than that which is au for normal operation of the escape and rescue opening. R38310,4 e q rs ` � i Means of Egress Stairways. ramps, exterior eyit balconies, hallways and doors shall c section 311 23, Attachment,, Required exterior exit balconies stairs and similar exit facilities shall be Positively anchored to the primary structure to resist both vertical and lateral forces. Such attachment shall not be accomplished by use of toenails or nazis subject to withdraws {. R311.2,1 24. Under stair protection. Enclosed accessible space under stairs shall have walls under star surface and any soffits protected on the enclosed side with 712 -inch (12.7 mm) gypsum b R311.2.2 25, Hallways. The minimum width of a hallway shall be not less than 3 feet (914 mm). R311.3 26. Exit door required. Not less than one exit door conforming to this section shall be provided for each dwelling unit. . The required exit door shall provide for direct access from the habitable portions of the dwelling to the exterior without requiring travel through a garage. Access to habitable levels not having an exit In accordance with this section shall be by a ramp in accordance with Section R311.6 or a stairway in accordance with Section R311.5,, R311.4 27. Door type and size. The required exit door shall be a side hinged door not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. ether doors shall not be required to comply with these minimum dimensions. 311.4.2 28. Landings at doors. There shall be a floor or landing on each side of each exterior door. q1 Exception: Where a stairway of two or fewer risers is located on the exterior side of a door, other than the required exit door, a landing is not required for the exterior side of the door. - The floor or Sanding at the exit door required by Section R311.4.1 shall not be more than 1.5 inches (38 mm) lower' _ than the top of the threshold. The floor or landing at exterior doors other than the exit door required by Section R311.4.1 shall not be required to comply with this requirement but shall have a rise no greater than that pemnifted in Section R311.5.3. Exception: The - landing at an exterior ' doorway shall not be more than 7 3/4 inches (196 mm) below the top of the . threshold, provided the door, other than an exterior storm or screen door does not swing over the landing. 29. The width of each landing shall not be less that the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) measured in the direction of travel. R311.4.3 ; 30. Type of lock or latch,, All egress doors shall be readily openable from the side from which egress is to be made without the use of a key or special knowledge or effort. R311.4.4 . =� Stairways - Design Parameters. . 31. Width, 'Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairway and the minimum clear width of the stairway at and below the handrail heiglht, including treads � and landings, shall not be less than 31.5 inches (787 mm) where a handrail is installed on one side and 27 (698 mm) where handrails are provided on both sides. Y ; Exception: The width of spiral stairways shall be in accordance with Section R311.5.8. R311.5.1 � 32. Headroom,, The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches (2036 mm) p� measured vertically from the sloped plane adjoining thet'read nosing or from the floor surface of the landing or platform. 8311.5.2 r. 33. Riser height. The maximum riser height shall be 7 314 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 318 inch (9.5 mm). 8311.5.3.1 34. Tread d The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured horizontally .. between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more khan 3/8 inch (9.5 mm). Winder treads shall have a minimum tread depth of 70 inches (254 mm) measured as above at a point 12 inches (305) mm from the side where the dreads are narrower. Winder treads shall have a minimum tread depth of 6 inches � (152 mm) at any point,, Within any flight of stairs, the greatest winder tread depth at the 12 inch (305 mm) walk line shall not exceed the smallest by more than 3/8 inch (9.5 mm). 8311.5.3.2 � 35. Profile.'The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (14.3 mm). A nosing not less than 314 inch (19 mm) but not more than 1 1/4 inch (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more man 318 inch (9.5 mm) between two stories, including the nosing at the level of floors and landings. Beveling of nosing shall not exceed 1/2 _ inch (12.7 mm). 'Risers shall be vertical or sloped from the underside of the leading edge of the tread above at an angle not more than 30 (0.51 rad) degrees from the vertical. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4 -inch diameter (102 mm) sphere. Exceptions: 1. A nosing is not required where the tread depth is a minimum of 11 inches (279 mm). 2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm) or less. 8311.5.3.3 RECEIVED C: of TU#C�►'�ILA Vi L0U PE IT CENTER Z �. Z 3 r4 Z t � .•- Z 30. naings i0r 5[allways i nerC S"au cm a iiuur vi ianumji q t u top ana ooROm oT eaCn Stairway 2 u. Exception: A floor or landing is not required at the top of an interior flight of stairs, provided a door does not I if swing over the stairs. :. A flight of stairs shall not have a vertical rise greater than 12 feet (3658 mm) between floor levels or landings. The � width of each landing shall not be less than the stairway served. Every landing shall have a minimum dwnens*n of 36 inches (914 mm) measured in the direction of travel., 8311.5.4 r 37. Stairway walking surface. The walking surface of treads and landings of sta'mays shall be sloped no steeper than one unit vertical in 48 inches horhorizontal (2- percent slope). 8311.5.5 38,o Handralls, Handralls shall be provided on at least one side of each continuous run of treads or flight with four or more risers. 8311.5.6 HelghL Handrail heisht, measured vert ically frqm the sloped plane adjoining the tread nosing, or finish surface of ramp slope shall be not less than 34 kwhes (864 mm) and not more than 38 kxhas (965 mm).R31 x.5.6.1 Continuity. Handrails for stairways shall be continuous for the full length or the flight, iron s point daw.Ay above the top riser of the flight to a point directly above lowest riser of the flight Handrail ends shall be retuned or shall te inate in newel posts or safety terminals. Handrails adjacent to a wall shall have a spNe of not less than 1 112 -inch (38 mm) between the wall and the handrails. Exceptions: 1. Handrails shall be permitted to be interrupted by a newel post at t Ze The use of a volute, turnout, starting easing or starting newel shall be allowed over the lowest tread. 8311.5.6.2 • Handrail grip size. All required handrails shall be of one of the following types or provide oequiyalent graspability, 1. Type !. Handrails with a circular cross section shall have an outside diameter at least 1 1/4 inches (32 mm) and not greater than 2 inches (51 mm). if the handrail Is not circular. It shall have aperimeter dimension of at least 4 inches (102 mm) and not greater than 6 i/4 inches (1 GO mm) with a maximum � cross section of dimension of 21/4 inches (57 mm). � 20 Type 11'. Handrails with a perimeter greater than 6 114 inches (160 mm) shall provide a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8 .mm) within 7/8 inch (22 mm) below the widest portion of the profile. This. required depth shall continue for at least 3/8 inch (10 mm) to a level that is not less than 1 3/4 inches (45 mm) below the tallest portion of the .profile. The minimum width of the handrail above the recess shalt bs 1 1/4 , inches (32 mm) to a maximum of 2 3/4 inches (70 mm). Edges shall have a minimum radhrs of 0.01 . inches (0.25 mm). 8311.5.6.3 39. Illumination. All stairs shall be provided with illumination in accordance with Section 8303.6. R311.5.7" See #4 40,. Special stairways. Circular stairways, spiral stairways, winders and bulkhead enclosure stairways shall mply with all requirements of Section 8311.5 except as specified below., 8311.5.8 41. Spiral stairways. Spiral stairvvays are permitted, provided the minimum width shall be 26 inches (660 mm) with each tread having a 71/2- inches (490 mm) minimum tread depth at 12 inches from the narrower edge. All shall be identical, and the rise shall be no more than 9 1/2 inches (241 mm). A minimum headroom of 6 feet fi inches, (7982 mm) shall be provided. 8311.5.8.1 42. Bulkhead enclosure stairways. Stairways serving bulkhead enclosures, not part of the required building egress, providing access from the outside grade level to the basement shall be exempt from the requirements of Sections 8311.4.3 and 8311:5 where the maximum height from the basement finished floor level to grade adjacent to the stairway does not exceed 8 feet (2438 mm), and the grade level opening to the stairway is covered by a bulkhead enclosure with hinged doors or other approved means. 8311.5.8.2 .-ft C ()DF, ~' � 7 j, r � r N Guards Y 43, porches, balconies or raised floor surfaces located more than 30 inches (762 mm) above the floor or grade below sha!l have guards not less than 36 inches (914 mm) in height. Open sides of stairs with a total rise of more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 34 inches {864 mm} in height measured vertically from the no of the treads. R312.1 Porches and decks which are enclosed with insect screening shall be provided with guards where the walking surface is located more than 30 inches (762 mm) above the floor or grade below. 44. Guard opening limitations. Required guards on open sides of stairways, raised floor areas, balconies and porches shall have intermediate rails or ornamental closures which do not allow passage of a sphere 4 inches"(102mm) or more in diameter. Exceptions: 1. The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are � permitted 10 be of such a size that a sphere 6 inches (152 mm) cannot pass through,. 2,, Openings or required guards on the sides of stair treads shall not allow a sphere 4 318 inches (107 mm) to pass through. 8312.2 '- Smoke Alarms 45. Smoke alarms shall beinstalled in the following locations: 1. In each sleeping room. 2. Outside each separate sleeping area in the irnmectate vicinity of the bedrooms. s 3. On each additional story of the dwelling, includihg basements but not including crawl spaces and uninhabitable attics. In dwellings or dwell ing units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for. the adjacent lowerlevel provided that the lower level is less than one full story below the upper level. • When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall beinterconnected in such a manner that the actuation of one alarm will activate all of the' alarms in the individual unit.'The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. • All smoke alarms shall be listed and installed in accordance with the provisions of this code and the household fire warning equipment provisions of NFPA 72 8313.1. 46. Alterations, repairs and additions. When interior alterations repairs or additions requiring a permit occur, or when one or more sleeping rooms are . added or created in existing dwellings, the individual dwelling unit shall be provided with smoke alarms located as required for new dwellings; the smoke alarms shall be interconnected and hard wired. Exceptions: 1. Smoke alarms in existing areas shall not be required to be interconnected and hard wired were the alterations or repairs do not result in the removal of interior wall or ceiling finishes. exposing the structure unless there is an attic, crawl space, or basement available which could provide access for hard wiring and interconnection without " the removal of interior finishes. 2., Repairs to the exterior surfaces of dwellings are exempt from the requirements of this section.'[E3] 8313.1.1 47. Power source. In new construction, the required smoke alarms shall receive their primary -power from the building wiring when such wiring is served from a commercial source, and when primary power is interrupted, shall receive power from a battery. Wiring shall be pe anent and without a disconnecting switch other than those required for overcurrent protection. Smoke alarms shall be permitted to be battery operated when installed in buildings without commercial power or in buildings that undergo alterations, repairs or additions regulated by Section 8313.1.1. [F] R313.2 Dwelling Unit Separations 48. Two - family dwellings 4� . Dwelling units in. twoo-family dwellings shall be separated from each other by waft and/or floor assemblies having not less than 1 -hour fire- resistance rating when tested in accordance with ASTM E.119. Fire resistance -rased floor - ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend to the underside of the roof sheathing. Exception: A fire resistance rating of 1/2 hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13. R317,11 Supporting construction -When floor assemblies are required to be fire resistance rated by Section 8317.1 the supporting construction of such assemblies shall have an equal or greater fire resistive rating. 8317.1.1 49. For information on townhouses please reference Townhouse handout Weathering Damage -Woods Exposed to the Weather ti • � N z N VIA N qr w� _< N • Z E � wwwI Ivyuu w. u" ai Ca ouvJcu w ucwr ual 1 wya as cawvuaI K o py 1 aDl6 KJUI.L(7 ) , uie raiowng iocauons snau � 4 the use of an approved species and grade of lumber, pressure treated in accordance with AWPAC1 . C2 C3, Z C4, C9, C15, C18, C 22, C23, C24, C28, C31, C33, P1, P2 and P3, ordecay - resistant heartwood of redwood, black 1P 1 locust, a cedars. 1. Wood joists or the bottom of a wood structural floor when loser than 18 inches (4 57 mm) or wood girders when loser than 72 inches (305 mm) to the exposed ground in crawl spaces or unexcavated area located within the periphery of the building foundation. 2. pj wood ftwning members that rest on concrete or masonry exterior foundation walls and are less than 8 kx* (203 mm) from the exposed ground. f t is 3. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless separated from such stab by an impervious moisture barrier, 4. The ends of wood girders entering exterior masonry or concrete walls having clearances of less than 0.5 inch (12.7 mm) on tops, sides and ends. 5. Wood siding, sheathing and wall framing on the exterior of a building having a clearance -of less than 6 inches (152 mm) from the ground. 6 Wood structural members supporting moisture•permeable floors or roofs that are exposed to the weather, such as concrete or masonry slabs, unless separated from such floors or roofs by an impervious moisture barrier., T. Wood furring strips or other wood framing members attached directly to the interior of exterior masonry walls or concrete walls below grade except where an approved vapor retarder is applied between the wall and the furring strips or framing merra,bers.R319.1 51. Ground contact. AID woad 4*n contact with the ground and that supports permanent structures intended for human occupancy shall be approved pressure preservaUvely treated wood suitable for ground contact use, except untreated , wood maybe used where entirely below ground water level or continuously submerged in fresh water. 8319.1.1 52,, In geographical areas where experience has demonstrated a specific need, approved naturally durable or pressure preservatively treated wood shelf be used for those portions of wood members that form the structural supports of buildings, balconies., porches or similar permanent building appurtenances when such members are exposed to the weather without adequate prqtection from a roof, eave overhang or other covering that would prevent moisture or water accumulation on the su ce or at joints between members. Depending on local experjencae, such members may include: 1 Horizontal members such as girders. joists and decking. - 2. Vertical members such as posts. poles and columns. 3. Both horizontal and vertical members. 8319.1.2 51 Posts, poles and columns supporting permanent structures that are embedded in concrete in direct contact with the ground or embedded in concrete exposed to the 'weather shall be approved pressure preservatively treated wood suitable for ground contact use. 8319.1.3 54. All wood framing members that rest on concrete or masonry exterior foundation welts and are: less than 8 inches (203 mm) from the exposed ground shall be approved wood of natural decay resistance or approved pressure preservatively .treated wood. 837 9.1.4 55. Lumber and plywood required to be pressure preservaUvely treated in accordance with SwOon 8319.1 shall , bear the quality mark of an approved inspection agency that maintains continuing supervision testing and inspection over the quality of the product and that has been. approved by an accreditation body that complies with the requirements of the American Lumber Standard Committee treated wood p 8319.2 56. Required Info ation,, T he required quality mark on each piece of pressure preservatively treated lumber or plywood shall contain the following information: _ 1 identification of the treating plant. 2. Type of preservative. 3. The minimum preservative retention. 4. End use for which the product was t . 5. Standard to which the product was treated. 6. Identity of the approved inspection agency. 7. The designatlon "Dry," if applicable. r CODE 1 RECEIVED C1 OF TUn, iviLA 1 _ LIU P MIT CENTER Exception: Quality marks on lumber less than 1 inch (25.4 mm) nominal thickness, or lumber less than nominal 1 inch TABLE 403.1 (KC) by 5 inches (25.4 mm by 127 mm) or 2 inches by 4 inches (51 mm by 102 mm) or lumber 36 inches (914 mm) or Tess ~ b ' in length shall be applied by stamping the faces of exterior FOUNDATIONS FOR STUD BEARING WALLS pieces or by end labeling not less than 25 percent of the pieces of a bundled unit. R319.2.1 57. F Fasteners for pressure pr eservative and firawretardant- treated wood shall be of hot-4di pp edgalvanized WIDTH OF FOOTING NUMBER OF STORIES THICKNESS OF CONVENTIONAL 4" VENEER OVER steel, stainless steel, silicon bronze or copper. SUPPORTED BY THE ,FOUNDATION WALL UCiHT -FRAM LIGHT FRAM OF 8" AO%k sk I &ft r% V_�Ww_ Exception: One -half -inch (12.7 mm) diameter or greater steel bolts,, 8319.3 FOUNDATION (INCRES1 d �nU0Te1...�2.,.1 ..,.......... Protection against Termites 58, In areas favorable to termite damage as .established by Table R301.2(1), methods of protection shall be by chemical soil treatment, pressure prpservatively treated wood in accordance with the AWPA standards listed in Section R319.1. � naturally term itepresistant wood or physical barriers (such as metal or plastic termite shields ), or any combination of these methods. Foundations - Strength of Concrete 59. Strength'of concrete shall be 2500 psi. for concrete not exposed to w eather except for garage floor slabs. 60. Strength of concrete shall be 3000 psi for concrete exposed to weathr, garage door slabs carport floor slabs and porches per Table R402.2 F oundations - footings • .. 61. General. All exterior wolfs shall be supported on continuous 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 according 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 011,R403.1 62. Foundation construction - Seismic Zone D -IBC Table 1805.5(5 as revised by King County: Concrete and masonry foundation walls. (See attached table.) Table 1805.5(5) Seismic Zone D - Concrete and Masonry WallS For Single Family And Duplex Residences. Table 1805.5(5) Foundation wall a e�inforcement requirements for Single Family and Duplex Residential Occupancies and Private Garage occupancies only r F wrM��w n ��jwll nimum Wall Thickness LA���rw 1�Iw11 Mmcmum Wall Height (ft.) w /w.. Maxmum Unbalanced Backfill (ft. r •1!�!�- - -- t� --s' - -' Minimum Vertical Reinforcement' ..• Minimum Horizontal Reinforcement` 6" 4 4' #4 Q 48" O.C. S' 9' 5' #4 @ 48" O*C0 #4 Q 48" O.C. 8" 9' 8' #4 @ 16" O #4 @ 48" O.C. 8" 9' 9' #4 Q 12" O.C. #4 @ 48" O.C. .do t-ootnotes: - 1. A design in accordance with accepted engineering practice shall be provided when any of the following exist: a. Walls are subject b hydrostatic pressure from groundwater. b. Walls supporting more than 48" of unbalanced backfill that do not have permanent lateral support at the top and bottom. Unbalanced backfili height is the difference in height of the exterior and interior finish ground levels, 2. The floor diaphragm shall be completed before backfilling or the foundation wall sufficiently braced to prevent damage by the backfiii. 3. This table is not intended to prevent temperature and shrinkage cracks. Reinforcing steel shall be placed on tension side of the wail and provided not less than =/. cover from the face of the wall. In concrete cast against earth reinforcing shall be placed a minimum of 3 inches from the soil. _ 4. Mortar shatl be type M or S and masonry shall be laid in running bond. 5. Waft height is measured as the vertical distance from the top of the wall to the top of the footing. 6. All foundations shall include (2) #4 rebar at the top of the wail and (2) #4 in the bottom of the fooling, continuous horizontal reinforcing. 7. The distance from 1he face of the soil side of the wall to the center of vertical reinforcement shall be at least 5 inches in an & inch wall. 8. When braced walk panels are supported directly on continuous foundations, the wall sill plate shall be anchored to the foundation as follows: The wood sole plate and wood sill plate shall be anchored to the foundation with anchor bolts spaced a ma)umum of 6 feet on center where the height of the unbalanced fill does not exceed 5 feet. The anchor bolts shall be spaced a mWmum of 2 feet on center where the height of the unbalanced backffll exceeds 5 feet There shall be a minimum of two bolts per 4. plate sectian. Botts glan be at least' /: inch in diameter and shag extend a minirtxun of T inches into masonry or concrete. A nut and 3/16' x 2'x Z' washer shah be tightened on each bolt to the plate (Secdon 2308.3 IBC; R4Wi.6 International Residential Code.) 9. The provisions of this table may be applied to Group R.&3 and Group U occupanaes, and townhouses as defined in Section 202 L tntemationai R awl I Code. 63. Minimum size of footings. Minknum sizes shall be as set forth in Table 403.1 and Figure 403.1(1) as revised in Ir I Co...... Sprew tc�otin9s shall be at least 6 axes in thicknees. '�Foofirtig proje+c#ions shall be at least 2 inches in .- and shah got exceed the thickness of the fo�otmg. R403.1.1 Footnotes: s . a. All exterior foofingo be placed at least 12"= (305 mm) below the undisturbed ground or below the frost depth, whichever is deeper per SecUont 8403.1.4. b., Seismic conditions: Interior footings supporting bearing or bracing walls and cast monolithically with a slap on grade shah extend to a depth d not less than 18' below the top of the slap per SecUon 8403.1.4.2. c. When braced wall panels are support directly on contlnuous foundations, the wall siA place shall be anchored tO the foundabon as follows: The wood sole plate and wood sill plate shall be anchored to the foundation with anchor bolts spaced a maximum of 6' 0 829 mm) on center. There shell be a minimum of two bolts per plate section. Bolts shall) be at least %:" (12.7 mm) in diameter and shall extend a minimum of 7" (178 mm) into masonry or concrete. .A nut and washer shall be tightened on each bolt tO the plate Section 8403.1.6. d. Wall thickness may be 6' where wall height does not exceed 4'6". 64. The size of footings supporting piers and columns shall be based on the tributary load and allowable soil re in accordance with Table 8401.4.1. R403,61 .1 � p sure v 4M I r R b r RECEIVED C1 of TUwwiiA '.Y I L OU-3 V- P MIT CENTER V z I-Qj x v • � 1 �1 t CP' o :Z r .0 C cc am �f r � f v 4M I r R b r RECEIVED C1 of TUwwiiA '.Y I L OU-3 V- P MIT CENTER V z I-Qj x v • � 1 �1 t CP' o :Z r .0 f W H91N30 111N871d AV vimAns kiio 4 Footnotes: r _ , TABLE 404.1.1 (2a) CONCRETE AND MASONRY WALLSap bg c f, h FOR SINGLE FAMILY AND DUPLEX RESIDENCES MINIMUM WALL MAXIMUM WALL MAXIMUM MINIMUM MINIMUM THICKNESS HEIGHT (FT)' UNBAL FILL (FT.) VE ICLE HORIZONTAL REINFORCING REINFORCING 6" 4'6" 4' #4 @ 48' oc S" 9' S' #4 Q 48"oc A4 Q 48"oc 8" 9' 8 #4 Q 16" oc Q 48' oC 8" 9' 9' tl4 Q 12" x g Q 48" ce a. A design in accordance with accepted engineering practice shatl be provided when any of the following exist: ➢ Walls are subject to hydrostatic pressure from groundwater. ➢ Walls supposing more than 48' of unbalapced backfill that do not have permanent lateral support at the top and bottom. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. b. The floor diaphragm shall be completed before backfilling or the foundation wall sufficiently braced toprevent damage by the backfill. c. This table is not intended to prevent temperature and shrinkage cracks. Reinforcing steel shalt be placed on tension side of the welt and provided not less than' /." cover from the face of the wall. In concrete cast against earth ireinforcang shall be placed a minimum of 3" frorn the soil. d. Mortar shalt be type M or S and masonry shall be laid in running bond. e. Wall height is measured as the vertical distance from the top of the wall to the top of the footing,, ff All foundations shall include (2) #4 rebar at the top of the wall and (2) #4 in the bottom of the footing, continuous horizontal reinforcing. g. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least 5 ". h. When braced wall panels are support directly on continuous foundations, the wall sill place shall be anchored to the foundation as follows: The wood sole plate and wood sill plate shall be anchored to the foundation with anchor bolts spaced a maximum of 6' 0 829 mm) on center. ➢ There shall be a minimum of two bolts per plate section. > Bolts shall be at least % :' (12.7. mm) in diameter and shall extend a minimum of 7" (178 mm�into masonry or concrete. A nut and washer shall be tightened on each bolt to the plate Section 8403.1.6. 65. Minimum d All exterior footings shall be placed at least 12 inches below the undisturbed ground.. and shall. ....extend below the frost line specified in Table R301.2(1). R403,1,64 66. Stepped Footings - Slope. The top surface of footing shalt be level. 'The bottom surface shat not have a slope exceeding one unit vertical in 10 units horizontal. Footings shall be stepped where it is necessary to change the elevation of the top surface of the footings or where the slope of the bottom surface of the footings will exceed one unit vertical in ten units horizontal. R403.1.5 67, Posts, poles, and columns. Posts, poles and columns supporting permanent structures that are embedded in concrete in direct contact with the ground or embedded in concrete exposed to the weather shall be approved pressure preservative treated wood suitable for ground contact use. R319.1.3 68. Footings on or adjacent to slopes. The placement of buildings and structures on or adjacent to slopes steeper than 1 unit vertical in 3 units horizontal (33.3miopercent slope) shall conform to Sections R403.1.7.1 through R403.1.7.4. 8403.1.7 ■ Building clearances from ascending slopes. In general, buildings below slopes shall be set a sufficient distance from the slope to provide protection from slope drainage, erosion and shallow failures. Except as provided in Section 8403.1.7.4 and Figure R4011 .7.i. the following criteria will be assumed to provide this protection. Where the existing slope is steeper than on unit vertical in one unit horizontal (100 - percent slope), the toe of the slope shall be assumed to be at the intersection of a horizontal plane drawn tangent to the slope at an angle of 45 degrees to the horizontal. Where a retaining wall is constructed at the toe of the sioRe, the height of the slope shall be measured from the top of the wall to the top of the slope. 8403.1.7.1 ■ Footing setback from descending slope surfaces. Footings on or adjacent to slope surfaces shall be founded in material with an embedment and setback from the slope surface sufficient to provide vertical and lateral support for the footing without detrimental settlement. Except as provided for in Section R403.1 .7.4 and Figure 8403.1.7.1. the following setback is deemed adequate to meet the criteria. Where the slope is steeper than one unit vertical in one unit horizontal (100 - percent slope), the required setback shall be measured from an imaginary plane 45 degrees to the horizontal. projected from the toe of the slope. 8403.1.7.2 the footing and be covered with an approved filter membrane material. The top of open joints of drain tiles shall be protected with strips of building paper, and the tiles or perforated pipe shall be placed on a minimum of 2 inches (51 mm) of washed gravel or crushed rock at least one stave size larger than the rile joint opening or perforation and covered with not less than 6 inches (153 mm) of the same material. . Exception: A drainage system is not required when the foundation is Installed on well- drained ground or sand gravel mixture soils according to the Unified Soil Classification System. Group I Soils, as detailed in Table 8405.1. [Need to add note re drainage critefia from title 91 8405.1 Foundation Waterproofing and Dampproofing 70,, Concrete and masonry foundation dampproofingo Except where required to be waterproofed by Section R4062, foundation wails that retain earth and enclose habitable or usable spaces located below grade shall be dampproofed from the top of the footing to the finished grade. Masonry walls shall have not less than 3/8 inch (9.5 mm) portand cement paging applied to the exterior of the wall The parging shall be dampproofed with a bituminous coating, 3 pounds per square yard (1,.63 kg/m2) of acrylic modified cement, 1/&hch (3.2 mm) coat of surface - bonding mortar complying with ASTIVI C 887 or any material permitted for waterproofing in Section R406.2. Concrete walls shatl be dampproofed by applying any one of the above listed dampproofing materials or any one of the waterproofing materials listed in Section 8406.2 to the exterior of the wall. 8406.1 .. s Foundations = Columns 71. W dL ...0 umns shall be approved wood of natural decay resistance or approved pressure preservatively treated wood. Exceptions: 1. Posts or columns which are either exposed to the weather or located in basements of cellars, supported by piers or metal pedestals projecting 1 inch (25.4 mm) above the floor or finished grade and 6 inches (152 mm) above exposed earth, and are separated therefrom by an approved impervious moisture barrier. Structure! requirements. 2. Posts or columns in enclosed crawl spaces or unexcavated areas located within the periphery of the building, supported by a concrete pier or metal pedestal at a height greater than 8 inches (203mm) from exposed ground, are separated therefrom by an impervious moisture barrier. 8407.3 72. The columns shall be restrained to prevent lateral displacement at the bottom end. Wood columns shall not be less in nominal size than 4 inches by 4 inches {102 mm by 102 mm) and steel columns shall not be less than 3-inch diameter (76 mm) standard pipe or approved equivalent 8319.1.4 - Foundations -Under Floor Space 73. The under -floor space between the bottom of the floor joists and the earth under any building (except space occupied by a basement or cellar) shall be provided with ventilation openings through foundation welts dr exterior welts. The minimum net area of ventilation openings shall not be less than 1 square foot for each 150 square feet (0.67 m2for each 100 m2) of under -floor space area: One such ventilating opening shat{ be within 3 feet (914 mm) of each comer of said building. 8 N `i Q � S3 %t W J r WV 4 Foundations - Drainage 69. Colw� or masonry foundations. Drains shall be provided around all concrete a masonry foundations that retain earth and endow habitable or usable spaces located below graft. Drain aye tiles. gravel or aushed stone drains, perorated pipe or 01hw proved systems of materials shall be installed at or below the area to be protected and shad dbdh8W bY gravity or med�anical means into an approved drainage system. Gravel or crushed stone drains i shag extend at lease 1 fc*t (305 mm) beywW the outside edge of the fooft ands (I s3 mm) ) move me tOP of i mope L Floors -Wood Floor Framing Floor -Floor Sheathing 74. Decks. Where supported by attachment to an exterior wall decks shall be positively anchored to the primary structure 83• Subfloor and combined subfloor underlayment. Where used and designed for both vertical and lateral loads as applicable. Such attachment shall not be accomplished b the use panels shall be of ona of the as sub�looring or combjnat�on subfloor underiayment, wood structural (1),, P y grades specified in Table R503.2.1.1 When wended plywood is used of toenails or nails subject to withdrawal. Where positive connection to the p rimar y floo building structure cannot be as combination subr underfa verified during Inspection, decks shall be self supporting.: 84. Lateral restraint at su went the grade shag bees specified in Table. 8503.2.1.1 (2,oRS *2191 pports. Joists shill be supported laterally at the ends by full -depth solid blocking not less than • cantilevered framing members, connections to exterior walls o� other framing members. shall be 2 inches (51 mm) nominal fn thickness; For decks with ca or by attachment to a h e ader designed and oanstructed to resist uplift resulting from the full live load specified in Table R113 01.4 acting on the shall be otherwise P rovided with lateral support to prevent rotation, � band, or rim joist, or to an adjoining stud; or . cantilevered Portion of the deck. 8502.2.1 Exception: In Seismic Design Cate ones D1 an 75. Overflow drains and scu PPera� . Where roof drains are required, overtlow drains having the same size as the roof su ort Pp . 8502.7 9 d D2. lateral restraint shall also be providedi at each intermediate drains shall be installed with the inlet flow line located 2 inches (51 mm) above the low mm point of the roof or overflow .85 Bridling. Joists exceeding a nominal 2 inches by 12 inches (51 mm by 305 mm} shall be supported laterally p 9 height (102 blockin , diagonal bridging � by solid scuppers having three times the size of the roof drains and having a minimum opening of 4 inches mm) 9 (wood or metal), or a continuous 1winch�byw34nch (25.4 ( � po the bottom of j oists p erpendicular jo by 76 mm) step �a�ted across she be installed in the adjacent par nlet•flow located 2 inches apet walls with the i mm above the low of the to at intervals not exceedin 8 feet 4 roof served. 'The installation and sizing of overflow drains, leaders and conductors shall comply with the international 86. Construction. Jafsts in wood basement floors shall bear 9 (2 38 mm). R5021.11 tightly against the narrow face of studs in the foundation waft � Plumbing Code. Ovefflow drains shall discharge to an approved location and shall not�be connected to roof drain or directly Against a band joist that bears on the studs. Pl lines. 8903.4.1 butt joints between inline joists. Su�cient blocking shall be bfloor shall be continuous over lapped joists or over 76. Joists under bearing partitions. Joists under a�allel bearing base of the end walls into the floors tem. R provided between ��o1sts to transfer lateral forces at the P partitions shall be of adequate site to support the system., ,� loa d. Double joists, sized to adequately support the load, that are separated to permit the installation of i !n or v shall be full depth solid blocked with lumber not Less than 2 inches (51 mm) in nominal thickness spaced of more Wall Con struCtiotl -Ge ne than 4 feet (1219 mnn� on center. Bearing � �l partitions perpendicular to joists shall not be offset from supporting girder's' , 87. Wall constn�clion shalt be capable of accommodatln alI load W or partitions more than the joist depth unless such joists are of sufficient size to carry the additional load. 8502.4 the resulting loads to the su rtin lements. � s imposed according to Section 8301 and of transmitting 77. Drilling and notching. Structural floor members sha11 not be cut, bored or notched in excess of the limitations � PPo 9 St�cturat e R601,2 : specified in this section. Sea Figure R502-.8 78. Sawn lumber,, Notches in solid lumber joists, rafters and beams shall not exceed one -sixth of the depth of the Wall Construction Wood Wall Framing ~ - M ember, shalt not b than one -third of the depth of the member and shall not be located in the middle one -third 88. Identiflcatton. Load - bearing dimension lumber for studs, plates and�headers shah be identified by a gradernark of a of the span. at the ends of the member shall not exceed one - fourth the depth of the member. The tension lumber grading or Inspection agency that has been approved by an accreditation body that co lies with Dd�CPS 20. side of members 4 inches (102 mm) or greater in nominal thickness shall not be notched except'at'the ends of the In lieu of a grade mark. a certification of inspection issued by a lumber grading or insection agency meeting the members. The ciiarruater of holes bored or cut into members shall not exceed one -third the depth of the member. requirements of this section shall be accepted. 8602.1 Holes shall not be closer than 2 inches (57 mm) to the top or bottom of the member, or to any other hole located in the 8 End - jointed lumber. Approved endqointed lumber identified by a grademark conforming to Section 8602.1 may be M ember. Where the member is also notched, the hole shall not be closer than 2 inches (51 mm) to the notch.. used interchangeably with solid -sawn members of the same species and g 8602 . 1 8502.8.1 � 90. Structural glued laminated timbers. Glued laminated timbers shall be mnufactured and identified as re wired in • Engineered w�aod Cuts,'notches .1 and ASTM D3737. 8602.1.2 q and holes bored in 'trusses, laminated veneer lumber, glue- AITC A190 , , laminated members or 1--joists are not permitted unless the effects of such penetrations are specifically 91. Studs. shelf be a m No. 3, standard or stud grade lumber. considered in the design of the member. 8502.8.2 _ Exception: Bearing studs not supporting floors and nonbearing may be utility grade lumber, provided the 79. Design. Wood trusses shall be designed in accordance with approved engineering practice. The design and suds are spaced in accordance Table 8602.3(5). 8602.2 . manufacture of metal plate connected wood trusses shall comply with ANSVTPI � . The truss design drawings shall be 92• Exterlor.walls woodframe constructtoa shall be designed and constructed In acxordance with the provisions of prepared by a registered professional where required by the statutes of thejurisdict,lon in which the project is to be' th chapter and Figures 8602 and 8602.3(2) or in rdance with AF&PAs NDS. Components of exterior walls constructed in accordance with Section RI 06. 1. 8502.11.1 shall be fastened in accordance with Table 8 8602.3 (4). Exterior weirs coveted with foam plastic ., 80. Bracing. Trusses shalt be braced to prevent rotation and provide lateral stabile_ in accordance with the r uirements sheathing shall be braced in accordance with Section 8602.10. Structural rhea i �G eq th ng shall be fastened directly to specified in the construction documents for the building and on the individual truss design drawinasAn the absence of structural miming members, 8602.3 specific bracing requirements, trusses shag be braced in accordance with the TPI, HIBe 502.011-92 81. Alterations to trusses.' Truss members and components shalt not be cut notched, spliced or otherwise altered in � way without the -approval of a registered design professional., Alterations o , erations resulting in the addition f load (e.g .,,- AC equipment, welter heater, etc.), that exceed the design - load for the Aruss, shall not be permitted without verification that the truss is capable of supporting the additional loading 8502.11.3 82. Truss design drawings,, Truss design drawings, prepared in compliance with Section 8502.11.1, shall be provided to the building official and approved prior to installation. Truss design drawing shall be provided with the shipment of trusses delivered to the Job safe. Truss design drawings shall include, at a minimum, the info allo* n specked below: 1. Slope or depth, span, and spacing. � 2. Location of all joints. 3. Required bearing widths. . it 4. design loads as applicable. : 4.1. Top chord live load (including snow loads ). X4.2. Top chord dead load. 4.3. Bottom*chord live load. 4.4. Bottom chord dead load.. 4.5. Concentrated loads and their points of application. d.6. Controlling wind and earthquake loads. 5. Adjus ents, to lumber and joint connector design values for conditions of use. 6. Each reaction force and direction. 7. Joint connector type and description (e.g., size, thickness or gauge); and the dimensioned location of each joint connector except where symmetrically located relative to the Joint interface. 8. Lumber size, species and grade for each member. 9. Connection requirements for: 9.1. Truss to-truss girder. °- 9.2. Truss pl)f-mtoowply, . 9.3-v Field splices. r , 1040 ala 11afa%A deflection ratio and/or maximum description for live and total load 11. Maximum a)oal c ompassion forcesin the truss members tO enable the building designer to design the size, t = connections and anchorage of the permanent CUS lateral diswi�� or o� supplerne�al doctxne ��^9. Forces shall be shotivn on the truss �- 12. RAqukvd pmanKnit truss member brac�r-g b=dion. RS02.11.4 NONNI" t r Cc Ic I IR R EI ED CITY q FTUMVILA PAY LL IUv PERM rp� Z, 1k � i 2 a .i Xi a r. Z < < MB * ,■,� c 2 ^� z - t a 1 93, The size, height and spacing of studs shat! be in accordance with Table R602.3. 5)1 Exceptions: � Exception. Two bulldings shall be permitted to have interior braced wall lines supported on continuous I - Utility grade studs shall not be spaced more than 16 inches (406 mm) on center, shall not su art more than a foundations at Intervals not exceeding 50 feet (115 240 mm) provided that: roof and ceiling, and shall not exceed 8 feet (2 438 mm) in height for exterior walls and load4bearing walls or 10 � .The height of cripple walls does not exceed 4 feet (1219 mm feet (3048mm }for interior nonioad- bearing wails. Z. First -floor braced watt panels are supported on doubled floor joists, continuous blocking or floor beams. 2. Studs more than 10 feet (3048 mm) in height which are in accordance with Table R602.3.1. R602.3.1 3 • The distance between bracing lines does' not exceed twice the building width measured parallel -to the braced g4. Wood stud wails shall be ca wall lineill, R602.10.9 ... pped with a double top plate installed to provide overlapping at comers and intersections 102. Where a building or portion thereof does not comply � with On or m en ' With bearing partitions. End j oints in top P111111111111111 tes shall be offset at least 24 inches (610 mm) those . Plates shall be a nominal 2 � portions h be P y ore of the btacing requlrem is �n this sect � an inches in depth (51 mm) and have a width at least equal to the width of the studs. shall designed and constructed in accordance with accepted engineering practice. R602.10.10 103. Fireblocking required. Exception: A single top plate may be installed in stud wails, provided the plate is ade uatel tied at 'oints, comers • and intersecting walls by a minimum 3 -inchb • _ adequately J Fireblocking shatl be provided to cut off all concealed draft openings (both vertical and horizontal) arid :o fo an p story and the roof space. Fireblockling rm y 6 inch by a 0.036 inch -thick (76 mm by 152 mm by 0.914 mm) rafters or foists aprovided effective fire barrier between stories, and between a to sha'! be provided galvanized steel plate that is nailed to each wall or segment of wall by six 8d nails on each side in the wood -frame comstructfon In the following locations. are centered over the studs with a tolerance of no more than 1 inch (25.4mm), The top plate may 1. In conoeraled s aces of stud walls and partitions, be omitted over lintels that are adequately tied' to adjacent wall sections with steel plates'or p including furred spaces and parallel rows of studs or equivale nt as staggered�studs; as follows: t previously described. R602,3,2 7.1, Verticall at the ceilin� and floor levels. 95. Where joists, trusses or rafters are spaced more than 16 inches (406mm) on center and the bearin studs below 12. y g are spaced 24 inches (610 mm) on center, such members shall bear within 5 inches (127 mm) of the s uds beneath. Z. At a11 inter co�nec otnstbetween got exceeding 10 feet (3048 mm). . Exceptions: concealed vertical and horizontal spaces such as occur at soffits, drop 1. The top plates are two 2--inch by 6 -inch (38 by 140 mm) or two 3 -inch by 4 -inch (64 mm by 89 mm 3. ce c�onaeraled s a members. ) p c e s between stair stringers at the top and bottom of the run. Enclosed spaces under 29 A third top plate Isinstalled. s cs shat comply with Section R311.2.2. � 3. Solid blocking equal in size to the studs is installed to reinforce the double top plate. R602.3.3 4. At operfings around vents, pipes, and ducts at ceiling and floor level, with an approved material to resist 96. Studs shalt hav e full bearing on a nominal 2ty (38 mm) or larger plate or sill having a width at least equal to the the passage of flame and products of combustion, w width of life studs. R602,14 ` 5. For the fireblocking of chimneys and fireplaces see Section'R1001,16, 97. interior load bearingwalls or exterior wails 6. Fireblocking of cornices of atwo- family dwelling is required at the line of dwelling unit separation. R602-e8 Interior load- bearing walls shah be constructed, framed and fireblocked as specked for exterior walls. � Materials. Except as provided in Section R602.8, item 4, fireblocking shall consist of 2tminch (51 mm) nominal R602.4 lumber, or two thicknesses of 1 -inch (25.4 mm) nominal lumber with broken lap joints, or one thickness of 23/32- inch (19.8 mm) wood structural panels with joints backed by 23/32 -inch 0 S.8 mm) wood structural panels or one P All exterior walls shall be braced in accordance with this section. In addition, interior braced wall lines shall be provided in accordance with Section R602.70.1.1. thickness of 3/4 -inch (19.1 mm) particleboard with joints backed by 3 /flinch (19.1 mm) particleboard, 1/2--inch _ For buildings in Seismic Design Categories D7 ({72.7 M m) gypsum board. or 1/4 -inch (6.4 cement -based mil {boar walls shall be constructed in accordance with the additional requirements of R602.10.9, mm � d. Batts or blankets of mineral woof o r and D2,, R602,o10.'11 and k602, 17.8602.10 � glass fiber or other approved materials installed in such a manner as to be securely - ;retained in place shall be 98. Braced wall lines shall consist of braced wall panel construction methods in accordance with Section 8602.10.3. The Permitted as an acceptable fire block. Batts or blankets of m1nerat or glass fiber or other a pproved non -rigid amount and location of bracing shall be in accordance with Table 8602.10.1 and the amount of bracing shall be the materials shall be permitted for canpliance with the 10 foot horizontal fireblocking in walls constructed using reater of that reparallel rows of studs or staggered studs. Loose -fill insulation material shall not be used as a fire block unless required by the Seismic Design Category or the design wind speed. Braced wait panels shall begin no specifically tested to the fo rm more than 12.5 feet (3810 mm) from each end of a braced wall line. Braced wall panels that are counted as part of a retard the y fire' and manner intended for use to demons trate its ability to remain in place and to �. braced wall line shall be in line, except that offsets out -of -plane of up to 4 feet (1219 mm) shall be permitted provided spread of and hot gases. 8602.8.1 ■ that the total out- to-out offset dimension in any braced wail tine is not more than 8 feet (2438 mm ). Unfaced fiberglass battinsulation used as fireblocking shall fill the entire cross section of the wall cavity A designed ' to a minimum het ght collector shall be prawided if the bracing begins more than 72 feet (3658 mm) from each end of a braced wall line. of 76 inches (406 mm) measured vertically. When piping, conduit or similar .' R062,1 0.7 � - • � obstructions are encountered, the insulation shall be packed tightlypround the obstruction. 8602.8.1.1 r - fireblocks shall be maintained. R602.8.1 :2 99. Bracing in Seismic design Categories D7 and D Structures located in Seismic Design Categories D1 and D2 Fireblocking integrity The integrity of all shall be provided with, exterior and interior braced wall lines. Spacing between braced wall lines in each story shall not exceed 25 feet (7620 mm) on center in both the longitudinal and transverse directions. Exception: In one- and two -story buildings, spacing between braced wall lines shall not exceed 35 feet (10 363 _ mm ) on center in order to accommodate one single room not exceeding 900 square feet (83.61 m2) in each dwelling unit. The length of wall bracing in braced wait lines spaced greater or less other than 25 feet (7620 N mm) apart all be the length required by Table 8602.10.1 multiplied by the appropriate adjustment factor � ��{ � - r ����� ` . from Tables 810.11. s Exterior braced wall lines shall have a braced wall panel Located at each end of the braced wall line, Exception: For braced wail panel construction Method 3 of Section 8602.10.3, the braced wall panel shall be o pe itted toi begin no more than 12 feet (3810 mm) from each end of the braced wall line provided one of the following is satisfied: _ - _ - , • :, • _ � - Z 1. A minimum 24- inch -wide (610 mm) panel is applied to each side of the building comer and the two 24- 7 - s • f inch -wide (610 mm) panels at the comer shall be attached to framing in accordance with Figure 8602.10.5 or, 2. The end of each braced wall pane! closest to the comes shall have a fie-ndown device fastened to the stud at the edge of the braced wall panel closest to the comer and to the foundation or framing below. The tie -down device shall be capable of providing P an uplift allowable design value of at least 1.800 pounds (816.5 kg). The tie--down device shall be installed in accordance with the manufacturers R cEIvEo reconnFnenda#sons. CITY F TUKWIU A designed collector shall be provided if the bracing is not located at each end of a braced wall line as indicated MAI I I iOU5 above or more than 8 feet (2438 mm) from each end of a braced wall line as indicated in the exception. 8602.10.11 PEa rTER 100. Braced wall panel sole plates shall be fastened to the floor framing and top plates shall be connected to the Z � framing above in accordance with Table 8602.3(1). Sills shop be fastened to the foundation a slab in a�ordance with t . Sections 8403.1.6 and 8602.11. Where joists are perpendicular to the braced wall lines above ' blocking shall be i provided ender and i line with the braced wall panels. 8602.10.8 Interior braced wall support In one -story bindings located in Seism% psig Ca -'F"n iinm shall be on continuous fo�dations at intervals not exceed' D2, in tuior wall � Ong 50 feet (15 240 mm). 1n two story lit bindings located in Seismic Design Cat"My D2, _all interior braced wan Panels shall be � fburs. on continuous R .r 6 i 1, t IF 1p4, Foundation cripple wails shall be framed of studs not less in size than the studding above. When exceeding 4 feet (1219 mm) In height, such waits shall be framed of studs having the size required for an additional story. Cripple walls with a stud height less than 14 inches ( mm) shall be sheathed on at least one side with a wood structural panel that is fastened to both the top and bottom plates in accordance with Table 86023(1), or the cripple walls shall be constructed of solid blocking. Cripple watts shall be supported on continuous foundations. 8602.9 TABLE 8602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESSIN SFISPAH! nFCir_u f%ATVf%_.,o,« . ., „ ..s..., e.0 NA7 NA 2x6 2x6 20 NA NA NA 2x6 22 N9 NA NA • NA 24 NA! Nq NA! KI For Sl: finch = 25.4 mm.1 foot = 304.8 mm, 7 pound per square foot = 0.0479 kN/mg, 1 pound per square inch = 6.895 kPa I mite -' per hour =1.609 km/h. a. Design required. :- b• Applicability of this table assumes the following: Snow load not exceeding 25 psf, fb not less than 1310 psi determined by muifiplying the AF&PA NDS tabular base design value by the repetitive use facer, and by the size factor for an species except southern pine, E not less than 'I.6 by I O's PSI tributary dimensions for floors and roof not exceeding 6 ffeet„ maximum span for floors and roof not exceeding 12 feet, eaves not greater than 2 feet in dimension and exterior sheathing. Where! the conditions are not within these parameters. design is required. c. Utility, standard, stud and No 3 grade lumber of any species are not permitted. TABLE 8602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS' BEARING WALLS NON - BEARING WALLS Maximum Maximum Maximum spacing Maximum �P�i�9 when STUD SIZE Laterally when Ssuclno when a � - spacing Laterally unsupported PP rting PP when unsupported jmum M� (inches) stud heighe supporting one floor, roof �O floors, supporting stud height' s roof and and ceilin roof and (inches) : (feet) ceiling only 9 ceiling oNy one floor (feet) ( inches) (finches) on only (inches) 2x3 — — — — — 10 i 1 A 1_ 1% i TABLE 8 WALL BRACING One story Located at each end .and at least every 25 0 Top of two or three Methods 2, 3, 4, 5, 6, 7 or 8 feet on canter but not less than 2096 of story braced wall line for Method 3 and 3096 of Category D, - braced wall Tine for Methods 2 4 5 6 7 or 8. (S* <0.83g) First story of two Located at each end and at least every 25 -- or story feet on center but not less than 45% of Second story of Methods 2, 3 4 5, 6, 7 or 8 braced wall line for Method 3 and 600 of less than 110 three sto mph braced waUiine for Methods 2, 4 5 6 7 or 8. Located at each end and at least every 25 First story of three Methods 2, 3, 4, 5, 6, 7 or 8 feet on center but not less 60% of story braced we line for Method 3 and 85% of braced wall line for'Methods 2 4 5 6 7 or 8. Located at each and and at least every 25 One story feet on center but not less than 25% of Top of two story Methods 2, 3, 4, 5, 6, 7 or 8 braced wail line for Method 3 and 4036 of Category D � braced wall line for Methods 2 4 5 6 7 or 8. or Located at each end and at least every 25 less than 110 First story of two Meth ods 2, 3, 4.5 6, 7 or 8 feet on center but not less than 65% of mph sto waif Tine for Method 3 and. 75% of ' braced wall line for Methods 2 4 5v 6 7 or 8. Located at end and at least every 25 Cripple wails Method 3 feet on center but not less than 75% of braced wall line. For Si: I inch = 25.4 mm, - I foot = 304.8 mm, 1 pound per square foot = 0 kN/m I mile per hour = 1,v609 km/h. a. Wall bracing amounts are based on a soil site dass ND". Interpolation of racing amounts between theS values associated with the Seismic Design Categories shall be permitted when a sRe specific Se, value is e* d termined in accordance with the 1615 the International Building Code, b. Foundation cripple wall panels shall be braced e in accordance with Section R602, 10.2. bracing c. Methods of shall be as described I n Section 8602.10.3. The alternate braced wall panels described in Section 8602.10.6 shah also be permitted. d. The bracing amounts for Design Categories are based a 1 psf wall dead load, Fot walls with a deal load of 8 psf or less, the bracing amounts shrill be permitted to be multiplied by 0 provided that the adjusted bracing amount is not less than that e. required for the site's wind speed. The minimum length of braced panel shall not be less than required by Section 8602.10.3. When the deal load of - the roof /ceiling exceeds 15 psf, the braCingarnounts shall be increased in accordance with Section 8301.2.2.4. Bracing required for a site's wind speed shall not be adjusted. rah R CEVV ED CITY PF TUM'ViLA rnA 1 - 1 1- OLE PER 1T CENTER { - ... .. 4r �,.�'7�`..a.. 'i, -r�t* �, _.; i�!`'�i�. �` 7i."�i:�♦I!i ? -+ _ _�_a . ,4'e'�- �. .a.. - r opossum 2x4 10 1 24 16 — 24 74 24 3 x 4 10 24 24 16 24 14 24 2 x 5 10 24 24 — 24 . 16 24 I 2 x 6 10 24 24 16 24 20 24 C,aft.p C% 2. a :..L,. etc Is yr X75. I Ii " I — &.%II ! s i w e# a- Listed heights are distances between points of lateral support placed P to the plane of ttie wag. Increases in unsLPPoftd heig1t an Permitted where justified by analysis: b- Shag not be used in eoQerior walls. ■ ■ 1 4 I JfNIII 0 Z f' • r. r. mom � CA . wy Z <� .a • N r �r 4 f� 1 TABLE 8602.10.5 LENGTH REQUIREMENTS FOR BRACED WALL PAU91 c iu e r+nui�uu1n1 Iel v OUR-T.�"rn........ a.e 24 27 30 65% For S1: 7 inch = 25.4 mm 1 foot , = 305 mm 1 pound per square foot = 0.0479 kN /m t a) Linear interpolation shall be permitted. l b) Full height sheathed wcaU segments to either side of garage openings-that support light frame roofs with roof covering dead loads of 3 psf or less shall be permitted to have a 4:1 aspect ratio. E s, TABLE R602.10.11 �-. . ADJUSTMENT OF BRACING AMOUNTS FOR INTERIOR BRACED WALL LINES ACCORDING TO BRACED 4 ` WALL LINE SPACING a 9 b K BRACED WALL LINE SPACING (feet) MULTIPLY BRACING AMOUNT IN TABLE R602,10-.3 fi BY: 15 less ` 20 0.6 2 Q.8 5 . 30 1.0 1.2 35 7.4 N For Si: 1 foot = 304,,8 mm. �:- a) Linear interpolation is permissible. b) The adjustment is limited to the larger spacing between braced wall lines to either side of an interior braced watt line. Wall Construction - general Masonry Construction t 105. Beams, girders or other concentrated toads supported by a wall or column shall have a bearing of at least 3 inches (76 mm) in length measured parallel to the beam upon solid masonry not less than 41nches (102 mm) in ' thickness, or upon a metal bearing plate of adequate design and dimensions to distribute the l d safely, or upon a '•' continuous reinforced masonry member projecting not less than 4 inches (102 mm) from the face of the wall. R606.13 _ Wall Construction -both Insulating Concrete Form Construction and Conveotional Formed .Concrete Wall Construction 106. Floor and roof diaphragm construction requirements in Seismic Design Categories D1 and D2. The requirements of this section shall apply in addition to those required by Section R617.8.3. Edge spacing of fasteners in floor and roof sheathing shall be 4 inches (102 mm) on center for Seismic Design Category D I and 3 inches- (76 mm) on center for Seismic Design Category D to Seismic Design Categories D7 and Q2, all sheathing edges shall be attached to framing or blocking. 8611.8.3.3 (other references 8611.8.3, 8611.8.3.1. R612-st) Wall Covering �f 107. Exterior walls shall provide the building with aweather- resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section 8703.8. The exterior wall envelope shall be designed and con p such a manner as to prevent the accumulation of water wi constructed in thin the wall assembly by providing awater- resistive barrier behind the exterior veneer as required by 8703.2. See speck sub - sections of Section 8703 fbr requirements for various siding materials. 703.4 Attachments, unless specified otherwise, ail wall coverings shah be securely fastened in accordance with Table 8703.4 or with other approved aluminum, stainless steel, zinc- coated or other approved coROSion- resistive fasteners. 8703/1 108. Weather- resistant sheathing paper. Asphalt- saturated felt free om fr holes and breaks. weighing ot less than 14 pounds p er 100 s quare f eet (0.683 k g /m2) a rid c omplying with A STM D 2 26 or o then a ppmved g weather - resistant material shadl be applied over studs or sheathing of all exterior walls as required by Table 8703.4. Such fel t ' material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches or 57 Where joints occur, felt shall be lapped not less than 6 inches (152 mm). R703-2 C m�. Wall Covering Masonry Veneer i09. Masonry Veneer • In seismic design categories D1 and D2, exterior masonry veneer shall not be pe itted to be s e d by wood torts PP� traction. 8703.7.2 E --..., "Vt *Uppvn any veracai ioaa Omer man Vie dead load of the vanes above. Veneer above openings shaA be supported on lintels of noncornDustiDle materials and the aupyvable span shag not exceed the values set forth in Table 8703.7.3. The lintels shall have a length of bearing of not less than 4 kxh (102 mm). R703,7,03 OaI Masonry veneer shall be anchored to the supporting wall with corrosion-resistant metal ties. In seismic Design Category D1 or D2 and townhouses in Seismic Design Category C and to wind areas of more than 30 pounds per square foot pressure 0 .44 kN/m2) each tie shall support not more than 2 square feet (0.186 m2) of wall area. 8703.7.4 Veneer ties around wall opanin8s. Additional metal ties shall be provided around a 11 wall openings greater than 16 inches (406 mm) in either dimension. 8703.7.4.1.1 Roof - Ceiling Construction -Wood Roof Framing 110,o Rafters shall be framed to ridge board or to each other with a gusset plate as a tie. Ridge board shall be at least 1- inch (25.4 mm)"nominal thickness and not less in depth than the cut end of the rafter. At all valleys and hips there shall be a valley or hip rafter not less than 2-inch (51 mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribufa the specific load at that point. Where the roof pitch Is less than three units vertical in 12 units horizontal (25- percent slope), structural members that support rafters and ceiling joists, such as ridge beams. hips and valleys, shall be designed as beams,, 8802.3 111. Ceiling joist and rafter connections. Ceiling joists and rafters shall be nailed to each other to accordance with Tables 8602.3(1) and R802 65* 1 (9). and the assembly shall be nailed to the top wall plate in accordance with Table 8602.3(1). Ceiling joists shall be continuous or securely joined where they meet over interior partitions and nailed tp adjacent rafters to provide a continuous tie across the building when such joists are parallel to the rafters. R802,11 .. s Where ceiling joists are not parallel to rafters, subflooring or metal straps attached to the ends of the raftQm shall be installed in a manner to provide a continuous tie across the building, or rafters shall-be tied to 'f -inch by 4 -inch (25.4 MM by 102 mm) (nominal) minimurm•size cross ties. The connections shall be in accordance w1h Table'R602.3 (1') or connections of equivalent capacities shall be provided. Where ceiling joists rafter ties are not provided at the top plate, the ridge formed by these rafters shall also be supported by a girder designed In accordance with accepted engineering practice,, Rafter ties' shall be spaced not more than 4 feet (1219 mm) on center. R 23 712. Trusses Truss design drawings. Truss design drawings. prepared inconfo ance with SecUon-R802,10,.1. shall be provided to the building official and approved prior to installation. Truss design drawings shall include, at a minimum, the information specified below. Truss design draWing.shall be provided with the shipment of trusses delivered to thejob site. 1. Slope -or depth, span and spacing. 2. �ocation of all joints. 3. Required bearing widths. 4. Design loads as applicable. 4.1. Top chord live load (including snolp loads). 4.2. Top chord dead load. 4.3. Bottom chord live load. 4.4. Bottom chord dead load 4.5. concentrated loads and their points of application. 4.6. controlling wind and earthquake loads. 5. Adjustments to lumber and joint connector design for conditions of use. �i RECEIVED CITY of TUK*NIVILa MAY I .I L L11; %':1 P MIT CENTER 4W It>. z < .t 3 0� i C] ! 7 ' - 6. Each reaction force and direction 0 7. Joint connector type and description (e.g., size, thickness or gauge) and the dimensioned location of each joint connector except where symmetrically located relative to the joint interface. 8. Lumber size, species and grade for each member. �;. 9. Connection requirements far: 9.1. Truss to truss girder. 9.2. Truss ply to ply. 9.3. Field splices. 10. Calculated deflection ratio and /or maximum description for live and total toad. . 71. Maximum axial compression forces in the truss members to enable the building designer to design the size, comections and anchorage of the permanent continuous lateral bracing. Forces shall be shown on the truss design drawing or on supplemental documents. - 12,. Required permanent truss member bracing location. R802.10 p � Wood trusses shall be designed in accordance with accepted engineering practice. The design and r� manufacture of metal plate connected wood trusses shall comply with ANSI/TPI 1. The truss design drawings �� ` shall be prepared by a registered professional where required by the statutes of the jurisdiction in which the project is to be constructed' in accordance with Section R106.1. R8024,10,2 Trusses shall be braced to prevent rotation and provide lateral stability in accordance with the requirements specified in the construction documents' for the building and on the individual truss design drawings,,. n the absence of specific bracing requirements, trusses shall be braced in accordance with TPI/HIB, R # Truss me eqrs shall not be cut, drilled, spliced or othervvise altered notched, in an Y wa without the Y . approval of a registered design professional. Alterations resulting to the addition of load (e.g.� HV C equipment, water heater) that exceeds the design load for the truss shall not be permitted without verification that the truss is capable of supprorting such additional loading. R802.10.4 Trusses shall be connected to wall plates by the use of approved connectors having a resistance to uplift of . ° not less than 175 pounds (79 .45 kg.} and shalt be installed in accordance with the manufacturer's specifications. For roof assemblies subject to wind uplift pressures of 20 pounds per square foot (0.958 kN /m2) or greater, as - established in Table R301.2(2), adjusted for height and exposure per Table R301.2(3). see section R802.17 . �- R802.10.5 . Y =� Roof- Ceiling Construction —Roof Sheathing �- 113. Allowable spans for lumber used as roof sheathing shall conform to Table R803.1. Spaced lumber sheathing for wood shingle and shake roofing shall conform to the requirements of Sections R905.7 and R905.8. Spaced (umber C sheathing is not allowed in 'Seismic Design Cate gory D2. R803.1 k..", 714. Wood Structure! Panels w Wood strucbur�l panels shall conform to DOC PS 1, DOC PS 2 or, when manufactured i' n Canada, CSA0437, and shelf be identified by grade mark or certificate of inspection issued by an approved agency. Wood structural panels shad comply with the grades specified in Table R503.2.1.1 (1),e R803.2.1 Ali wood strucbral panels. when designed to be permanency exposed in outdoor applications, shalt be of an exterior exposure durability,, Wood structural panel root sheathing exposed to the underside may be of interior type bonded with exterior glue, identified as Exposure 1,, R803.2.1.1 ` The maximum allowable spans for wood structural panel roof sheathing shall not exceed the values set forth in Table R503.2.1.1 (1). R803.2.2. K � • Wood structural panel used as roof sheathing shall be installed with joints sta geared or non - staggered in � accordance with Table R602.3(1). or APA E30 for wood roof framing or with Table R8043 Ior steel roof framing. R803.2.3 . 115. The allowable unit stresses for fire- retardant - treated plywood,, including fastener values, shall be developed from an approved method of investigation that considers the effects of anticipated temperature and humidity to which the fire- retardant - treated plywood will be sub'ected, the � type of treatment and redrying process. The fire- retardant- treated plywood shall be graded by an approved agency. R803.2.1.2 IS a fi Roof - Ceiling Construction —Roof Ventilation 116. The net free ventilating area of enclosed rafter or attic space shall be not less than 7/150 of the area of each space to to be ventilated. Ventilating opening shall be provided with corrosion- resistant wire mesh with 1 /8" min to ' /: ,maximum openings, The total area is e itted to be reduced to 11300 provided at least 50°6 and not more than 80% of the required ventilation area is provided by ventilators located in the upper portion of the space to be ventilated at �._ .least 3 feet above the save or comics vents with the balance of the required ventilation provided by save or comics •- vents. As an aitemative, the net free cross ventilation area may be reduced to 1/300 when a vapor barrier having a t transmission rate not exceeding 1 pe is installed on the warm side of the ceiling. R R806.1, 806.2 F, f Roof - Ceiling Construction —Attic Access 117. An opening not less than 2Z" x 30" shall be provided to any attic area having a dear height of over 30' and exceeding 30 square feed A 30' minimum clear headroom shall be provided at or above the access opening. R807 I q Roof - Assemblies — Mpof Classification 118. Roofs shall be covered with materials as set forth in Sections R904 and R905,, Class A, B or C roofing shall be installed in areas designated by taw as requiring their use or when the edge of the roof is lass than 3 feet (914 mm) from a property line,, Classes A. B and C roofing required to be listed by this section shall be tested in accordance with UL 790 or ASTM E 108. Roof assemblies with coverings of brick, masonry, slate clay or concrete roof tile exposed concrete roof deck, ferrous or copper shingles or sheets, and metal sheets and shingles, shall be considered Class A roof coverings. R902.1 7 Fire- retardant - treated wood shakes and shingles shatl be treated by impregnation with chemicals by the full -cell vacuum - pressure process, in accordance with AWPA C1. Each bundle shall be marked to Identify' the manufactured unit and the manufacturer, and shall also be labeled to identify the classification of the material in accordance with the testing required in Section R902.1, the treating company and the quality'control agency. R902.2 Roof - Assemblies — Weather Protection 120. Fleshings • Fleshings shall be installed in such a manner so as to prevent moisture entering the welt and roof through joints in copings, thromgh moisture permeable materials, and at intersections with parapet walls and other penetratiops through the roof plane,, R903.2 • Fleshings shall be installed at wall and roof intersections; wherever there is a change in roof slope or direction; and around roof openings. Where flashing is of metal the metal shah be corrosion resistant with a thickness of . not less than 0.019 inch (No. 26 galvanized sheet). R903.2.1 (note.eadh different roofing material has specific flashing requirements) 1 hoof- Assemblies Reroofing : a '121. New roof coverings shall hot be installed without first removing existing roof coverings when any of the following conditions occur: 1. Where the existing roof or roof Covering is water - soaked or has deteriorated to the point that the axis #ing roof or roof covering is not adequate as a base for additional roofing. 2,9 Where the existing roof covering is wood shake, slate, clay or cement or asbestos - cement ble R907.3 Chimneys and Fireplaces 122.,, Masonry and Factory Chimneys _ ■ Masonry chimneys shall be cionstructed, anchored, supported and reinforced as required J'n GIs chapter and the applicable provisions of Chapters 3.4. and 6 In Seismic Design Categories D 1 end D masonry and concrete chimneys shall be reinforced and anchored as detailed in Section R1003 for chimneys serving fireplaces. Chimneys shall be structurally sound, durable, smoke -tight and capable of conveying flue gases to the exterior safely. R 100 1 0 1 • FactorymbullUchimneys shall be listed and labeled and shall be installed and terminated in accordance with the manufacturer's installation instructions. R1002.1 i =` 1 s t _ti` ► - `'�t;�� ` � �• t � f - t v •sue -.- •,� I , RECEIVED �Ct OF TLjMVI A M "" PE rt �lT.i�.r.� - � � - - ... : a _ �. � _ _ i - e ,,,,� .� ± '�` ` sr.: �' �e �� • �r - � .. � •, ± . � -R't:.•s_ j .� �".� a � -_.dv � r -.r L . _ . � '». �a .. • � - � r *ft 4M I � N W -= a i � t in >21 Z < < Ask •: o� 0 • Chimneys shall extend at least 2 feet (610 mm) higher than any portion of a building wiriin 10 feet 048 Exhaus but shall not be less than 3 feet (914 mm) above the highest point where the chimne passes through t SySter�ls R1001.6 Y the roof. ' 129. Range & Dryer Volts Dryer exhaust shall to Inate outside the building. Exhaust ducts shall not exceed 25' and b e Inimum o f 0.016•inch thick r igid ducts h suing a s month i nterior surface w ith oints r unpin I n constructed o t m • Chimneys shall be provided with crickets *when the dimension parallel to the ridgeline is greater than 30 d1rection j 9 the inches (762 mm) and does not intersect the ridgeline. The intersection of the cricket and the of the airflow, Flex duct can be used to connect the dryer to the exhaust ducts tam and limited to sin chimney shall be lengths not to exceed 8'. The maximum length of the duct shall be reduced by 2.5 feet for every 45 de gree bend a pe flashed and counter - flashed in the same manner as normal roof - chimney intersections. Crick d C onstructed in compliance with Figure R1001.17 and Table R1001.17. R1001.17 ets shall be by 5 feet for every 90 degree bend. �lRange hoods shalt discharge outdoors and be damper. Ducts servirng ran e hoods shalt not te equipped with aback - draft 123. Masonry fireplace hearths Masonry fireplace hearths and hearth extensions shall be co 9 rmi nate 1n an attic, crawls ace or Inside the building, constructed of concrete or Exception: Where installed in ac�cordance with the manufacturer's Installation instructions, and where mechanic masonry supported by noncombustible materials, and reinforced to carry their own weight and ail imposed loads. No or natural v al C material shall remain against the underside of hearths and hearth extensions after cons e�tila�on is otherwise provided, listed and labeled ductless range hoods shall not be required to traction. R1003.9 discharge to the. outdoors. M 1501.1, M I501.2, M 1509.3, M1502 11 RC � • The minimum thickness of fireplace hearths shall be 4 inches (102 mm). R1003.9.1 The minimum thickness of hearth extensions shall be'2 inches (51 mm), Exception: When the bottom of the firebox opening is raised at least 8 inches (203 mm) above the top of the hearth extension a hearth extension of Duct Systems not less than 3 /8- inch -thick (9.5 mm) brick. concrete, stone, file or other approved noncombustible '130. Duct systems se�ng heating, coo venttlatt perm R1003.9.2 material is �i on equipment s fall b e f abricated I n a ccordance w ith t he provisions of this section and ACCA Manual D or other approved methods.. M1601.1 ■ Hearth extensions shall extend at feast 16 inches (406 mm) in front of and at l east 8 inches (203 mm) beyond each side of the fireplace opening, Where the fireplace opening is 6 square feet (0.557 m2) or lar er, the hearth 'combustion Air - General extension shall extend at least 20 inches (508 mm) in froht of and at least 12 inches (305 mm beyon d e a of the fireplace opening. R1003.10 ) ch side 131. Air supply. Liquid;and solid fuel - burning appliances shall be provided with a suppi of air for fuel combusti Y on, draft f- hood dilution and ventilation of the space in which the appliance is installed, in accordance with Section M1702 or Mechanical Systems Section M1703. The. methods of providing combustion air in this ctiapte� do not a I to fireplaces fire lace � and direct vent appGences. M 1701 envl e M 1701.y pp y p stoves M: 124,o The provisions of this chapter shall govern the installation of mechanical systems not specifics! covered in nth ' In buildings of unusually tight construction combustio chapters applicable to mechanical systems. Installations of mechanical ap !lances e ui m n � er n air shall be obtained from outside the sealed themnal P � q p e t and systems not � eop.1 addressed by this code shall comply with the applicable provisions of the International Mechani Fuel Gas Code. M1301.1 l Code and the to X25 Appliances .,IIIIIIIIIIIIIIII,. Chimneys and Vents 132. FA permanent factory- applied nameplate (s) shall be affixed to appliances on which shall appear; in le i bte instalEation in appliances shall be vented to the outside in accordance with' their listing and label and manufacturers lettering the manufacturer's name or trademark, the model number, serial number an 9 chaps except appliances listed and labeled for unvented use. Venting s tams shall YS consist of the seat ar mark of the approved chimneys or vents, or venting assemblies that are integral parts of labeled appliances. Gas.-fired ap !lances testing agency. A !abet shall also include the following 1. Electrical appliances. electrical Kati in volts, p and motor phase; identification of individual electrical com o � amperes � shag be vented in accordance with Chapter 24. M1801.1 . and in Btu /h p pants to volts, amperes or watts. and motor phase; 133. The location of venting system to rminations shall comply with the following: 1 A mechanical draft venti (W) output and required clearances. M1303.1 sha(I terminate at least 3 feet (9 1ng system • Appliances shall be accessible for inspection, service, repair and replacement without removing rm � mm) aaove any forced•air inlet located within 10 feet (3048 mm). G2427 (503,8) g p anent Exceptions. �. construction. Thirty inches (762 mm) of working space shall be provided in front of the control side to service an 7. This provision appliance. Room heaters shall be permitted to be installed with at least an 18 -inch (457 mm workin � shall not apply to the combustion air intake of a direct -vent appliance. _ platform shalt not be required for room heaters. M1305.1 } g space. A 2. This provision shall not apply to the separation of the Integral outdoor air inlet and flue gas. disIIIIcha of listed appliances. � Appliances installed in a compartment, basement or sirnflar space shall be accessed by an opening 3. A mechanical draft venting system, excluding direct rminate' at least 4 feet or door and an unobstructed passageway measuring not less than 24 inches {610 mm) wide and large enough to (1219 onm � below,, � 4 feet 1219 ' rom or 1 fo y f vent appliances, shall te allow removal of the largest appliance in the spacerovided that l service space of not less than 3 mm) honzontall , p a evel ot (305 mm) above any door, operable 0 inches W�� daw, or gravity air inlet into any building,, The bottom of the irib (762 mm) deep and the height of the appliance. but not less than 3d inches (762 mm), is presen# at the front or inches vent term shall be located at le ast 12 � - service side of the appliance with the door open M 1305.1.2 - �(305 mm) above grade. installation of - appliances shalt conform to the conditions of their listing and label and the manuf acturer's installation instructions. The manufacturer's operatfhg and installation instructions shall remain attached to the appliance. M1307,01 Appliances designed to be fixed in position shall be fastened or anchored in an ap man Categories Pp per. to Seismic Design D1 and D2. water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall - be at points within upper one -third and tower one- appliance's ve�#ical dimensions. At the lower point, the stra third of the Aping shalt maintain a minimum distance of 4 inches � (102 mm) above the controls. M1307.2 } Appliances hawing an ignition source shaft be elevated such that the source of ignition is not less than 18 ;. inches (457 mm) above the floor in garages. For the purpose of this section, rooms or spaces that are not part of the living space of a dwelling unit and that communicate with a private garage throu o enin considered to be part of the garage. M13073 9h P gs shall be � 126. Central furnaces within compartments or alcoves shall have a minimum working space clear MM) along the sides. mm wi back and top with a total width of the enclosing space being at least 12 inches (305 e :7 ) der than the furnace. Furnaces having a firebox open to the atmosphere shall have at least a 6 -inch (152 mm working , space along the front combustion chamber side. Combustion air openings at the rear or side of the compartment shall 7 127. amply with the requirements of Chapter 17. M 1305.1.1 Appliances located in a garage or carport shall be protected from impact by automobiles. M 1307.3.1 128. Electric baseboard convectors and/or electric radiant heating systems shall be in stalled manufacturer's instaihation instructions and Washington State code. in accordance with the L s p r . t'� �l► � t. <- O"... a we ."y _ _ .-,.�- yy,�. ► _ _ ' . LJ ' r � 4 i .. RECEIVED CITY OF TUKVVI A M AY 1 1 L-L!u& PERMIT CENTER I i r x Ot CIO. A� fl� LF t ar ��• t � t fi Y The vent terminal of adirect -vent appliance with an input of 10.000 btu per hour (3 kW) or less shall be located at .. least 6 inches (1 mm) from any air opening into a building, and such an appliance with an input over 10,000 Btu L : per hour (3 kW) but not over 50,000 Btu per hour (14.7 kW) shall be installed with a 9 -inch (230 mm , ven t termination clearance and an appliance with an input over 50,000 Btulh (14.7 kw) shall have at least a 1 (305 mm) vent termination clearance. The bottom of the vent te Inal and the air intake shall be located at least 12 inches (305 mm) above grade. 134. Connectors shall be used to connect fuel burning appliances to a vertical chimney or vent except where the chi 0 or vent is attached directly to the appliance. Connectors for oil and solid - fuel - burning appliances shall be constructed of factory-built chimney material, Type L vent material or single -wall metal pipe having resistance to corrosion an heat and thickness not less than that of galvanized steel as specified in Table M 1803.2. M1803.1 d L r� Boilers and Water Heaters 135. Boilers and water heaters ■ Water heaters shall be installed in accordance with the manufacturer's installation instructions and the requirements of this code. Water heaters instilled in an attic shall conform to the requirements of Section M1305.1.3. Gas fired water heaters shall conform to the requirements in Chapter 24. Domestic electric water heaters shall conform to ULI 74 or UL 1453. Commerd'al eI ectric water heaters shall conform to UL1453. Oiled-n fired water heaters shalt conform to ULV32. M2005.1 , • duel -fired water heaters shall not be installed in a room used as a storage closet. Water heaters located in a bedroom or bathroom shall be installed in a seated enclosure so that combustion air will not be taken from the -- living space. Direct -vent water heaters are not required to be installed within an enclosure. M2005.2 � Access to water heaters that are located in an attic or underfloor crawl space is permitted to be through a closet a Located in a sleeping room or bathroom where ventilation of those spaces is in accordance with this code. M2005.2.1 • Electric water heaters shall also be installed in accordance with the applicable provisions of Washington State _- electrical code. 136. Potable water heating devices that utilize refrigerant•to -water heat exchangers shall be approved and installed in � accordance with the manufacturer's installation instructions. M2005.4 t x � Fuel Gas ,• `_; 137.. Decorative appliances for in'st a llation In pP approved solid fuel burning fireplaces shall be tested in accordance with ANSI 221.60 and shalt be installed in accordance with the manufacturer's installation "Instructions. Manually lighted natural gas decorative appliances shall be tested in accordance with ANSI G2432.1 (602.1) Flame safeguard device. Decorative appliances for installation In approved solid fuel- fireplaces, with the -. exception of those tested an accordance with ANSI 221.84, shall utilize a direct ignition device. an ignitor or a pilot � flame. to ignite the fuel at the main burner, and shall be equipped with a flame safeguard device. The flame safeguard device shall automatically shut off the fuel supply to a main burner or group of burners when the means of ignition of such burners becomes inoperative. G2432.3 (602.3) Prohibited installations. Decorative appliances for installation in fireplaces shall not be installed where prohibited by Section G2432.2 (6022) i 138. Log lighters shalt be tested in accordance with CSA 8 and shall be installed in accordance with the manufacturer's installation instructions. G2433.1 (603.1) *` Washington State Energy Code 139. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl space's) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment which prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed, the purpose of which is to present the loose fill �. insulation from spilling into the living space when the attic access is opened, and to provide a p e anent means of r maintaining the installed Rwvalue of the loose fill ins ulation. Section 502.1.4.4 WSEC 740. Floors separating conditioned space from unconditioned space shalt have a vapor retarder installed. The vapor retarder shall have a one perm dry cup rating or Tess (i.e. four mil [0.004 inch thick] polyethylene or kraft faced r material). Section 5a2.1.6.2 WSEC i41. Ground cover in crawl spaces - Aground cover of six mil (0.006 inch thick) black polyethylene or approved equal V shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12 inches minimum at the joints and shall extend to the foundation wall. EXCEPTION: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab r - floor with a minimum thickness of 3-A1/2 inches. Section 502.1.6.7 WSEC 142. Seals and Weatherstripping: 1.. Exterior joints around windows and doorframes, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors and roofs; and all other openings in the building envelope for all occupancies and all other openings in between units in 2. R -1 and R -2 occupancies shall be sealed, caulked, gasketed or weatherstripped to limit car leakage. Other exterior joints and seams shall be similarly treated. or taped or covered with moisture vapor permeable housewrap. 3. AN exterior doors or doors serving as access to an enclosed unheated area shall be weathe�stripped to limit leakage around their perimeter when in a closed position. 4. Site butt windows are exempt ftm testing but shall be made 60t fitting. Fixed Cites shall have glass retained � by stops with sealant or cauucing a� around. Operating O sash shall have w�eatherstripP�9 M+'a�9 MR ov�lappi�g trim end a closerAatch which will holes Jae sash dosed. The window frame tie framing crack sttiaill +� be made tight with caulking, ove,riappin� or other app��o�ved �echnique. 5.. OWw�gs the are regained to be fire ros�SbMe are exempt fr+orn this section. Section 5M43 WSEC c r :{ r y �+.. L .T J.•- +Cha�I Y`��e' - . .IAL'"'i..�. \. NI 143. Recossed Lighting F urev When- installed In the building envelope recessed lighting fixtures shall meet one of the following requirements: I - Type IC rated, manufactured with no penetrations between theinside of the recessed fixture and ceiling cavity and sealed or gasketed - to prevent air leakage into the unconditioned space. 2. Type IC rated, installed inside a sealed box constructed from a minimum 1/2 inch thick gypsurn wall board. or constructed from a prefo ed polymeric vapor barrier. or other air tight assembly manufactured for this purpose. 340 Type IC rated, certified under ASTM E283 to have no mare than 2.0 cfm air movement z rom the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 75 Pascals or 1.5T lbsift pressure difference and have a label attached, showing compliance. Section 502.4.4 WSEC 144. Leakage Tasting: High - pressure and medium- pressure ducts shall be leak tested in. accordance with the 1985 Edition of the SMACNA HVAC Air Duct Leakage Test Manual with the rate of air leakage not to exceed the maximum rate specified in that standard. Section 503.10.1 WSEC 145. Seams and Joints: AID low- pressure supply and return duct transverse joints*, and enclosed stud bays or joist cavities/space used to transport air, shelf be securely fastened and sealed with welds, gaskets. mastics (adhesives), or mastic - plus - embedded- fabric systems installed in accordance with the manufacturer's installaVon Ins ctions, EXCEPTIONS: I . Ducts or building cavities used for air distribution that are located entirely within the conditioned space of the building are exempt from this section. 2. UL 181A lisped tapes used with listed rigid fibrous glass ducts, may be used as the primary sealant, when installed in accordance with the listing. 3. UL d 81 B Listed tapes used with listed flexible air ducts may be used the primary sealant, when 'installed In accordance with the listing. 4 Where enclosed stud bays or joist cavities/spaces are used to transport air sealing may be accomplished • • using drywall, drywall tape plus joint compound. • -. 5. Tapes instated in accordance with the manufacturer's installation instructions, providing detailedinfo ation specific to application on ducts, including approved duct materials and required duct surface cleaning. Section 503.10.2 WSEC 146. Onew and Two*amlly Dwellings: At least one thermostat for regulation of space tempera ture shall be provided for each separate system: in addition, a readily accessible manual or automatic means shall be provided to partially restrict or shut off the heating and/or cooling. input to each zone or floor, Section 503.8.3.1 WSEC 147. Temperature Control. Each system shall be provided with at least one adjustable thermostat for the regulation of temperature. Each the ostat shall be capable of being set by adjustment or selection of sensors as follows: • When used to control heating only: 55 °F to 75 °F. • When used to control cooling only; 70 °F to 85 °F. • When used to control both heating and cooling, it shall be capable of being set from 55 °F to 85 °F and shalt be capable of operating the system heating and cooling in sequence. The thermostat and/or control system shall have an adjustable deadban'd of not less than 10 °F. S action 503.8.E through 503.8.7.3 VI/SEC Vol , all w M Z < 3 . C ;t r z e RECEi`JED !TY OF T1;KI.YILA NY 1 0 �J 1b I � III i . 2 IT CENTER 148. Pipe insulation: all piping shall be thermally insulated in accordance with Table 5 -12, EXCEPTION: Piping installed within unitary HVAC_ equipment. Cold water pipes outside the conditioned space shall be insulated in ac Code (Chapter 51 -56 WAC). Section 503.11 WSEC accordance with the Washington State Plumbing 14a9. Conservation of Mot Water •Showers and Lavatories: S howers and lavatories used for other than safety shall be equipped with flow control devices or specially manufactured shower -heads or aerators to limit th e� reasons flow rate as set forth In Chapter 51 -56 WAC, as measured with both hot and cold faucets turned on to their e total water flow. Section 504.8.1 WSEC maximum shall be equipped with flow control devices or specially manufactured shower -heads or aerators to limit the total water flow rate as set forth in Chapter 51 -56 WAC, as measured with both hot and cold faucets fumed on to their maximum flow. Section 504.8.1 WSEC 150. Water Heaters, Stcwage Tanks and Boilers - Performance Efficiency: Ali storage water heaters shall meet the requirements of the '1987 National Appliance Energy Conservation Act and be so labeled. All electric water heaters in unheated spaces or on concrete floors shall be placed on an incompressible, insulated surface with a minimum thermal resistance mf R -10. For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -7991. Storage water heaters used in combinataon�space heat and water heat applications shall have either an Energy Factor (EF) or a Combined' Annual Efficiency (CAE) of not less than the folio wing, Energy Factor (EF) Combined Annual Efficiency (CAE) < 50 gallon storage 0.58 0.71 50 to 70 gallon storage 0.57 > 70 gallon storage 0.55 0.70 Section 504.2.' WSEC 4 151,, Access Hatches and Doors. Clearances: Where required, insulation shall be installed with clearances according to manufacturer's specifications. insulation shall be .installed so that required ventilation is unobstructed. For blown or poured loose fill insulation, clearances shall be maintained through installation of a permanent retainer. Section 502.1.4.3 WSEC � �, 152. Roof /Ceiling Insulations, Open -blown or poured loose fill insulation may be used in attic spaces where the slope of the cuing is not more than 3 feet in 12 and there is at (east 30 inches of clear distance from the to of. the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shalt be provided so as to deflect the incoming air above the surface of the insulation. Baffles shall be rigid material, resistant to driven moisture. Requirements for baffles for ceiling insulation shall meet the Intemational Building Code Section 1203.2 for minimum ventilation requirements. When f baffles shall be installed from the top of the outside of the exterior wall, extending inward, to a point 6 inches * vertically above the height of noncompressed insulation, and inches vertically above loose fill insulation. Section 502.1.4.5 WSEC 153. Walt Insulation: Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fullyinsulated to the levels of- the surrounding walls. Alf faced insulation shall be face stapled to avoid compression. Section 502.1,4.6 WSEC 754, Floor Insulation; Floor insulation shall be installed in a e anent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. EXCEPTION: insulation may be omitted from floor areas over heated basements, heated garages or underfloor areas used as HVAC supply plenums,, When foundation walls are insulated, the insulation shall be attached in a pe anent manner. The insulation shall not block the airflow through foundation vents when instatled. When foundation vents are not placed so that the lap of the vent is below the lower surface of the floor insulation, a pe anenfly attached baffle shall be installed at an angle of 30 from horizontal, to divert air flow below the lower surface of the floor insulation. Section 5 WSEC 1 Slab- insulation, installed inside the foundation wall, shalt extend downward ' from the top of the slab for a minimum distance of 24 inches or downward and then horizontally beneath the slab for a minimum combined distance of 24 inches. Insulation installed outside the foundation shall extend downward to a minimum of 24 inches or to the frosUine, Above grade insulation shall be protected. EXCEPTION: For monolithic slabs, the insulation shall extend downward from the to of the slab to the bottom of the footing. Section 502.1.4.8 WSEC 156 -RadiantSiabs: the entire area of a radiant slab shall bethe ally isolated from the soil with a minirnUm of R -10 insulation.The insulation shall be an approved product for its intended use. If a soil gas control system is present below the radiant slab, which results in increased convective flow below the radiant slab, the radiant slab shall be thermally isolated from the sub -slab gravel layer. Section 502,1,,4.9 WSEC 151• Below -Grade Walls: Belowwgrade exterior wall insulation used on the exterior (cold) side of the wall shall extend from the top of the below-grade wall to the top of the footing and shall be approved for below -grade use. Above -grade insulation shall be protected.. 158. Moisture Control Sectlo� 502.1.6 WSEC - V apoc Retarders: Vapor retarders shalt be instalbd on the warm she (in winter) of insulation as specified In the following cases. EXCEPTION: Vapor retarder installed with not more than 1/3 of the nominal Rmvalue between It and the conditioned space. Section 502,1.6.1 WSEC 759. Roof/Coll * Ingse Roof /ceiling assemblies where the venttlation space above the jnsulation is less than an average of 12 inches hll be provided with a vapor retarder. Faced bat( Insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum one inch vented air space above the insulation. Section 502.1.6.3 WSEC 160. WMIss Walls separating conditioned space from unconditioned space shall have a vapor retarder installed. Faced battinsulation shah be face stapled. Section 502.1.6.6 WSEC Ventilation and Air Quality Code (VIAQC) 161. Minimum Ventilation Performance Each dwelling unit or guest room shalt be equipped with source specific and whole house ventilation system, -Section 302 and 303 VIAQC 162. REFER TO VIAQC FORM ATTACHED 163. Formaldehyde Reduction Measures: All structural panel components within the conditioned space such as plywood., particle board, wafer board, and oriented strand board shall be identified as "EXPOSURE 1 w "EXTERIOR" or "HUD- APPRQVED ". Section 401.1. VIAQC � 164. Solid Fuel Burning Appliances Solid fuel buming appliances shall be provided. with the following: a. Tight fitting metal or ceramic glass d b.1. A source from outside the structure of primary combustion air, connected to the appiance as per manufacturer's specification. The air inlet shall originate at a point below the fire box. The duct shall be 4 inches or greater in diameter. not exceed 20 feet in' length, and be installed as per manufacturer's instructions; { . or 2. The appliance and manufacturer's recommended combustion air supply, as an installed unit, shall be certified by an Incrependent testing laboratory to h ave passed Test No., I I owNegative Pressure Test, Section 12.3. of ULC S627 -M1984 "Space Heaters for Use wfth Solid Fuels," modified as follows: A. Negative, pressure of 8 Pascal shall be initially established with the chamber sealed and the air supply, if not directly connected to the appliance closed off. B. The air-supply if not�directty connected to the appliance, shall then be opened. C. The maximum allowable air exchange rate from chamber leakage and intentional air supply for the unit (appliance .with combustion air su�pty} in the test chamber is 3.5 air changes per hour, or 28 cfm (cubic feet of air per minute), whichever is less. EXCEPTION: Combustion air may be supplied to the room in which the solid fuel burning appliance is located in lieu of direct ducting,. provided that one of the following conditions is met: 1. The buming appliance is part of a central heating plant and installed in an unconditioned space in conformance with the International Mechanical Code; or 2.,.The solid fuel burning'appliance is installed in existing construction directly on a concrete floor or surrounded by masonry materials as in a fireplace. Insulation used on Me interior (warm) side or the wall snap extend tram the cop of ftw belowngWe wall to the W floor level. Section 502.11.4,110 WSEC 40 RECEIVED j ,TY OF Ti. MvI A A y rr r% - o � z �- are V wy W . A r- r �z r cc; �.: -- IL Insulation used on Me interior (warm) side or the wall snap extend tram the cop of ftw belowngWe wall to the W floor level. Section 502.11.4,110 WSEC 40 RECEIVED j ,TY OF Ti. MvI A A y rr r% - o � z �- are V wy W . A r- r �z The combustion air terminus shall be located as close to the solid fuel burning appliance as possible and shall JV be provided with a barometric damper or equivalent. The combustion air source shall be specified 'by the manufacturer o r n o less t han 4 Inch I n d iarneter or t he e quivalent in a rea or a s s proved. Section 4 02.2 ,. -• VlAQC 1 E'S. Fireplaces: Fireplaces shall be provided with each of the following* a. Tightly fitting flue dampers, operated by a readily accessible manual or approved automatic control. EXCEPTION: Fireplaces with gas logs shall be installed in accordance with the International Mechanical Code Section 901, except that the standards for liquefied petroleum gas installations shall be NFPA 58 (Liquefied Petroleum Gas Code) and NFPA 54 (National Fuel Gas Code). b. An outside source for combustion air ducted into the firebox. The duct shall be at least 6 square inches, and shall be provided with an operable outside air duct damper. EXCEPTION: Washington certified fireplaces shall be installed with the combustion air systems necessary for their safe and efficient combustion and specified by the manufacturer in accordance with the Washington State Building Standard 31 -2 (WAC 5 and IBC Section 2114 (WAC 51- 50- 2114. C. Site. built fireplaces shall have tight fitting glass or metal doors, or a flue draft induction, fan or as approved for minimizing back - drafting. Factory built fireplaces shall use doors listed for the installed appliance. Section 402.3 VIAOC I For St: I inch 25.4 mm, a. used on Stud spacing of 1 6 fir' "' 1e= On center. Where = - tads ere spaced 24 " s , siding shall be s to ed for that apac b. Nall is a d PPlied plp►roN ng. des cription wW OwN be T- head, rnodMed round head, or nc�und head with ern VFW* Q. Staple shall have °�' or a mWmum drown w�iQth of 7�1f nth auts;de diame r to and be actured of m No. 16 gage wino. d. Nails or staples shaft be aknjnt,r�n galvanized, or rust revendve cos - -P tad and shalt be driven into the studs for f e or gypsum backing, e. Aluminum nails shalt be used - to attach aluminum sid ing. f. Aluminum {0.019 inch} shall be unbacked 'when the maximum a on p width Is 10 inches and the maximum flat area Is ' s inches. The tolerance for aluminum siding shall be }0.002 inch of the nominal dimension. g. If boards or panels are applied over rhea or aweather- resistant 'joints . membrane, Joints need not be treated. Otherwise vertical shall occur at studs a covered with batte and be battens o be lapped. t h. AM attachments shall be coateel with a corrosion- resistive toad I. Shall be of approved PP owed type. j • Three- el9hth34rch pywood shatl not be applied directly to stud PP y s spaced greater than 16 inches on center when dimension is parallel to studs. Q • Plywood shall not be ap plied d � � rye ha��nch PP keWy to studs spaced greater then24 Inches on center, manufacturer unless the The stu spacing shag not exceed the panel span rating provided by the • e panels are insta #led with the face greln perpendicular to studs or over sheaths s k. WoOdboard sidings ap plied sheathin approved for that stud . fl PP ver icaNy shall be nailed to horizontal nailing strip or blockin set 24 Inca i u netrate 1. I studs and v��+ood sheath; - s g es can center. Nails she Pe 5 nc into studs, Sheathing tort tined, or blocking. A weather - resistant membrane shall be Installed weathe f under the 1 akli boards are to or battens a ng urges: the siding 1. Hardboard siding shalt camp �vAth AHA A135. IY . 6 M. For masonry veneer, sweather- resistant membrane or building paper Is thing rn P rovided � P Pe not required over water - repellent sheathing when a 1 -Inch airspace is . p between the veneer and the sheathing. When the 1 •inch sp ace Is fil studs or P Led with mortar, sweatier - resistant membrane or building Paper is required over sheathing. n. Vinyl siding shall comply v4th ;ASTM D 3679. o. Minimum shank diameter of 0:092 inch, minlnnum head diameter of 0.225 W 0.225 lurch, and nail length must a ate sheathing and penetrate Pram 1.5 finch p. When used to resist shear f the "� es I HaLC KtU3.4 � � - - - - - - -- -- . - .�. �..w� .••�•,�• �� aN�� «�ust ov 4 Incnes at panes sages and 8 Inches on interior supports. - inches q. Minimum shank diameter of 0:0!99 inch, minimum head diameter of 0.240 tech, and nail Length must accommodate sheathing and penetrate framing 1,5 inches, WEATHER- RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS r . Vertical and joints shall occur at and shall be covered with a joint carer or shag be caulked .. s. Fiber cement siding shall compb With to ents of ASTM C 11860 703.4 Attachments. - Unless specified otherwise, all wall coverings shall be securely fattened in accordance with Table R703.4 or with other approved t• See Section R703.10.1. aluminum, stainless steel, zinc or other a roved coROSion- resistive fasteners. � u. Minimum 0.102 inch smooth "nk, 0.255 kph jound mod. TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS'°d v• Minimum 0.099 Mch smooth stank, 0,250 Inch round head. :f N NOMINAL S SHEATHIN THICKNESS J JOINT G G PAPER SIDING MATERIAL j jInches) T TREATMENT R REQUIRED r L Lap N No F W Without - i insulabo Honzontai 0 n 0.024 Lap - -No aluminum' • W With •G.019 Lap N No ._a V Wood or wood Foam structural Fiberboard Gypsum plastic Number or panel sheathing sheathing sheathing Direct to spacing of sheathing into stud into stud Into stud studs fasteners 4.120 nail 0.120 nail 0.120 nail 9 1 %: long 2" long 2' lon 0.120 na No allowed • . 0.120 nail 0.120 nail 0.120 nail _ 1 Y2: long T tong 7 long 0 nail Not allowed Same as stud. S % pacing X0.120 nail 0.120 nail 0.120 nail 0.120 nail 1 • long 2 / s" to 212* to ' 4 . 120 na 1 n9 � I 2 • . long W. S►ee• Simon 8703 � M •2. :w • - x. Face Waiting: 2 Waits at each stud. Concealed nailing: 1 each s 9 1 gage 1 1/2 gaty, roofing nail {0.371 inch head diameter, 0.120 inch shank or 6d atv, box tad. ., ) S naN at . y. See section R703.2, Exceptions, Z. Minimum nail length must accommodate sheathing and penetrate framing 1.5 inches. - �K n veneer 2 Section Yes note Concrete masonry veneer 2 R703 m} See Section R703 and Figure R703.7" M- Hardboard' s' panel 7116 Note g See R703.2 Note o Note o Note o Note o Note o edges IT = Panel siding- vertical • inter. '' Sane as • l Hardboard' stud Panel siding - horizontal 7118 Note q See R703.2 Note Note ote q Note q Note Note _ q q - spacing 2 . parr a bearing_ 0.113 . 0.113 nail 0.113 nail nail 0.113 nail2 Sane as - - Steel 29 ga. Lap No y %W 2 2 ' Not allowed Staple - '/.* Staple -2 %:' Staple -2 : Staple stud - 2/w spaong Section Y 4 - Stone veneer 2 es {note R703 NI See Section R703 and Figure R703.7'' 6d box nail, 6" penes f -1 � Note 9 Note g �6d box nail 6d Cox nail • : PartiGeboard panels 6d box nail box nail 318 not , edge a allowed 12: inter. Not g Note 8d box nail fid box Wad 8d box nail box i na su . Plywood pane? 6d b ox nail p ane? 0.099 0.113 0.099 18 Note g Note g +0.113 +0.099 , �• (exterior rode nail -2' nail -2 ' %, flail- on edges _ 2" nail nest -r 8 X0.120 nail 0.120 rail 0.120 nail 0.120 1/in yi sidi 0.035 Lap No 1 Sam as /2 2 2' nail Not allowed - s�►d �- Staple Staple-2 "A .�ta 2 �� Sts Pie _spaang y'imf Rust:c. dre b 11 min La� 1 No S ��o p1a o i ' y wars Face nailing +� eve! . P j No up to 6* ' 0.113 width, 1 = Fastener penetration into stud -1' nei� -2 `r4' '� per E u r •; .. , .: _ , �. � , j i � Lap No S Lapse - r bearing; 8 wk1ft and &ww 2 nails J Q . ` �' r , r, 6d 6d 6: oc on L_ �..er ..e�r•�ert ,,anal Yes mote 4d k- s+C- ,,• 5 . l'•%0 t osion �- Y) resistann � �____ oc on " Mir nail' net" IrMermed. 6d suds 6d - � ter ce�rer�t lap siding' �''� t:cte v► Yes (r►ote ooROS�on corros+en ed conosion i � j q " Nola x f low � r = •f _ N f ` t Y, l RECEIVED ITY OF TL #(� A 1- 16 AY I • zftj ERMIT CENTER Z I 1 � Z •v y Q r �Z < t 3 I�elZ 1 t� i I i I a W. S►ee• Simon 8703 � M •2. :w • - x. Face Waiting: 2 Waits at each stud. Concealed nailing: 1 each s 9 1 gage 1 1/2 gaty, roofing nail {0.371 inch head diameter, 0.120 inch shank or 6d atv, box tad. ., ) S naN at . y. See section R703.2, Exceptions, Z. Minimum nail length must accommodate sheathing and penetrate framing 1.5 inches. - �K n veneer 2 Section Yes note Concrete masonry veneer 2 R703 m} See Section R703 and Figure R703.7" M- Hardboard' s' panel 7116 Note g See R703.2 Note o Note o Note o Note o Note o edges IT = Panel siding- vertical • inter. '' Sane as • l Hardboard' stud Panel siding - horizontal 7118 Note q See R703.2 Note Note ote q Note q Note Note _ q q - spacing 2 . parr a bearing_ 0.113 . 0.113 nail 0.113 nail nail 0.113 nail2 Sane as - - Steel 29 ga. Lap No y %W 2 2 ' Not allowed Staple - '/.* Staple -2 %:' Staple -2 : Staple stud - 2/w spaong Section Y 4 - Stone veneer 2 es {note R703 NI See Section R703 and Figure R703.7'' 6d box nail, 6" penes f -1 � Note 9 Note g �6d box nail 6d Cox nail • : PartiGeboard panels 6d box nail box nail 318 not , edge a allowed 12: inter. Not g Note 8d box nail fid box Wad 8d box nail box i na su . Plywood pane? 6d b ox nail p ane? 0.099 0.113 0.099 18 Note g Note g +0.113 +0.099 , �• (exterior rode nail -2' nail -2 ' %, flail- on edges _ 2" nail nest -r 8 X0.120 nail 0.120 rail 0.120 nail 0.120 1/in yi sidi 0.035 Lap No 1 Sam as /2 2 2' nail Not allowed - s�►d �- Staple Staple-2 "A .�ta 2 �� Sts Pie _spaang y'imf Rust:c. dre b 11 min La� 1 No S ��o p1a o i ' y wars Face nailing +� eve! . P j No up to 6* ' 0.113 width, 1 = Fastener penetration into stud -1' nei� -2 `r4' '� per E u r •; .. , .: _ , �. � , j i � Lap No S Lapse - r bearing; 8 wk1ft and &ww 2 nails J Q . ` �' r , r, 6d 6d 6: oc on L_ �..er ..e�r•�ert ,,anal Yes mote 4d k- s+C- ,,• 5 . l'•%0 t osion �- Y) resistann � �____ oc on " Mir nail' net" IrMermed. 6d suds 6d - � ter ce�rer�t lap siding' �''� t:cte v► Yes (r►ote ooROS�on corros+en ed conosion i � j q " Nola x f low � r = •f _ N f ` t Y, l RECEIVED ITY OF TL #(� A 1- 16 AY I • zftj ERMIT CENTER Z I 1 � Z •v y Q r �Z < t 3 I�elZ 1 t� i I i I a � r = •f _ N f ` t Y, l RECEIVED ITY OF TL #(� A 1- 16 AY I • zftj ERMIT CENTER Z I 1 � Z •v y Q r �Z < t 3 I�elZ 1 t� i I i I a Iw `r •- 16 t -Ron �Am a MIAM Imou A&Mbd�.,dfij& MEL IMAM a L M 9 MU46 I IMMINEIMPMWW 1w vow le, $ASA or a m 01 ' ,.'. � � � � . r .. i . 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ANC04OR aoLrs PL..o4TE WAS &# E RS •�lc t I-A CONCRETE 1 4 ir — • -SLAB cG 0_1 �320C)* CAPACITY HOLDOWNS 4 0 410 fo Ab • CoNiriNuous TIN* 9 I1 LATAERdL R T'R A I N T PAN I.A lop. "ovum a a. • I i c N 1 t i r i t i 1 1 i { 1 t 1 s t ; 1 I • 1 i f 1 i 1 r i 1 16d#4 O.G. PI-6 SA; --� "6' O.G. P-4 5A (Z) ROIL 16 3' O.G. P2-3 5A 16d@12' O.G. EJ .549W &W4' x --- --� 5 2( 5aJD (TJ1 FOR TJI FL) Bl K i6 0 46 4G 5TU17 WAU (5HW MALI E ocaIR5) r L-2t( 5MV RIM 0 314'x 0E L SL 1.7E FOR TJI FW 10 1 TOENAIL 08' OG - SA PER PLAN A css (mu TO FL XT) 6 mA C csK (WAU TO FL .rsr) 6 i �n•m A35 MIN — i in•�r ROW OR OVAL, coNr 1114" ro s• OR oVA.. 4?*IAX OPN'6 LA 00 11 HANORAIL ROt � - ,o MIN WALL � $ 5TRIN6FRS FIRE &='6 B MID5PAN t i WALL 7 3/4' MAX AL01rl5 5TRIN6R BFTYIEE�1 AND RISER AT TOP AND BOTTOM OF STAIRS zxa r++R)sr BLOCK cove uSAete SPACE use sraIa rev s/e• rnm •x• 6m 71 INTERIOR S (T r L�GIVD DENOTE SHEAR ANA 4 WA LL LL TYPE PX —X ROOF FRA PIING UPPER FL SPEA WA LL PLAN w o rm , - --- St CAR WALL, 1Z' MIN -I I __ I _ PER PLAN I ! 51cm WALL, PER 8+d1�4' EMAL, 24' MAX II I i II HOUVM OR PLAN Oc I ! I I I I WLoaw STRAP, 1601 R-6 -sx; P� R-AN 1 &03 P� 3 5A, ZX MIN � Zx MC r t7 )Zd I I I I I I I Bl.K'6, 16 *Z R -2 5A; f I I I ---------- - - - --� _ 71110 ROM 1" GIG P2 TOf.NAlL PER BLK 2x4 MIN OU1RI66jER • 6' II II II II MAX .*EAR hUlVlDIaW op* I I _ � MIAL.L, PER I ! ! i i i i s PALL, PER 1L J &ABLE 60 TRW -' i i i i I i i e PLOW 5hEA I AV NAILED FL J5T TO MATCH R 44U I I I I , � II II I I I I I I I I � I I i i t 77tW PER PAID. OAK I I -- - - - - - - -- -� I fe • EVERT PLAN _ I I % EAR i'11 U FL W PHR PLAN O7i� KAFTHR PAID. B*E I I III I I 1 1 3 PL AIF AkCAN 00L FL J5T51F 1144LL I I I I -STRAP PSR PLAN Tl'P I I I I I ,,� NA1L11MFJ �� � I I I I F� BOLT NOT 5f'E�G/F187) �'�(.L PER 1! II I I! II �� II III Ili 11 li it !I II II I! II 1! 6� ate• a //--- a*411 a �G A35 •a4 • 06 Q-6 5A 016' X s.Z' x -3 5�r . r M • rr r :r _ kk* Pt P"Li-4 N506' Pro-4 )% L, �/ f � T- ,$ V v1pow v WC Iii � " °5-6 SA, �aar�aIM R-4 "Z rm i J4R AkL Fm "7 r sw ^ALL i (9Md 70 EA STS 5ON6 OVER 9LA5 PAPER 1 � Fi.A5f11N6 2K ^+TZe aAaeEe w IN AIR q4$0%PW (3n0* A6vr nays EA — 5WAUFALC404EW 1 RAP ER -FER fL .6T P8t F'.IMf — ar ELX IMG1d 106iML b' OL. r WA i i r;- %, MP - - � v DIA&WAL BRAGIN6 B 48' MAX OC (2X6 FOR LO; 20 FOR L= W W 16d 70 ELK 15 $ A23 CLIP TO MALL TOP PLATE BALL. FRAM N6 IF DIAFOI M B RAGIN& SHOM ABOVE 15 OKT7EP `� - W w z F Fr-, -4 1JJ K Z ZX6 6ILK6 R23 CLIP E4 B+ID — (6) IAd TO to � v DIA&WAL BRAGIN6 B 48' MAX OC (2X6 FOR LO; 20 FOR L= W W 16d 70 ELK 15 $ A23 CLIP TO MALL TOP PLATE BALL. FRAM N6 IF DIAFOI M B RAGIN& SHOM ABOVE 15 OKT7EP `� - W w z F Fr-, -4 1JJ K Z ks) Lu Q to Q � Q OC J J ul Z � 0 � J � Z N Q • • W. » T s M � s �' • 52 3 Ir lb JU L P OWCOMER 7 Q 1JJ 2 OC J � J � � Q J � �-.1w � � A z § • • W. » T s M � s �' • 52 3 Ir lb JU L P OWCOMER 7 1, STRUCTURAL GENERAL NOTES CONSTRUC ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL RESIDENTIAL CODE 2003 AS AMENDED BY THE LOCAL_ BUILDING DEPARTMENT ,DESl� L OADS SNOW 25 PSF FLOOR LIVE LOAD 40 PSF (30 PSF BEDROOM) DECK LIVE LOAD 40 PSF BALCONY LIVE LOAD 60 PSF WIND 85 MPH, EXPOSURE B SEISMIC DESIGN CATAGORY 01 FOU NDATIONS (1) FOUNDATIONS TO BE PLACED ON FIRM UNDISTURBED EARTH, AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. (2) ALLOWABLE SOIL BEARING PRESSURE 2000 PSF (ASSUMED) (3) FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 1 FOOT IN 20 FEET SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TO AND BOTTOM OF SUCH FOUNDATION ARE LEVEL. CONCRE CONCRETE TO ATTAIN A 28 -DAY COMPRESSIVE STRENGTH OF (1) 3,000 PSI FOR THE ELEMENT EXPOSED TO THE WEATHER, AND THE GARAGE FLOOR SLAB. AND (2) 2,500 PSI FOR THE ELEMENT NOT EXPOSED TO THE WEATHER, USING TYPE 1 CEMENT, AT LEAST 5 SACKS/CUBIC YARD. MAXIMUM SLUMP IS 4" MAXIMUM AGGREGATE SIZE IS 1 % ". CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL BE 5 -7 % MIXING SHALL BE PER SECTION 1905 OF IBC. REINFORCING ALL BAR REINFORCING TO CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A 185. ALL HORIZONTAL REINFORCING TO BE CONTINUOUS AT CORNERS AND INTERSECTIONS BY USE OF CORNER BARS LAPPING 2' -0" EACH DIRECTION OR BY LAPPING REINFORCING 2' -0" AROUND CORNER. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR PLATES, ETC.. IS PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DWGS. THE LENGTH OF LAPPED SPLICE SHALL BE 48 BAR DIAMETERS MINIMUM. UNO. THE NONCONTACT SPLICED REINFORCEMENT SHALL NOT BE SPACED TRANSVERSELY FARTHER APART THAN 6 ". WELDED OR MECHCNICAL CONNECTIONS SHALL DEVELOP 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR IN TENSION. THE FOLLOWING MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1112 NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS, WALLS 314" ANCHOR BOLTS ALL BOLTS TO CONFORM TO ASTM A--307 OR AS SHOWN ON THE DRAWINGS. ALL ANCHOR BOLTS SHALL BE 5/8" DIAMETER J BOLTS W13 "x3 "x 114" PLATE WASHERS, 7" MINIMUM EMBEDDED IN CONCRETE. AND PLACED AT NO MORE THAN 6' OC, UNLESS NOTED OTHERWISE (UNO). ONE BOLT SHALL BE PLACED WITHIN 12" OF EACH END OF THE SILL PLATE W/ MINIMUM 2 BOLTS PER SILL PLATE PIECE. NAI LING: ALL NAILS SPECIFIED TO BE COMMON WIRE NAILS. FRAMING NAILING TO BE IN COMPIANCE WITH TABLE R602.3(1) I R. C. UNO. UMBER: LUMBER 2 INCH NOMINAL TO BE H.F. #2 OR BETTER. UNO. LUMBER OVER 2 INCHES NOMINAL TO BE D.F. #2 FOR BEAMS. AND #2 FOR COLUMNS. UNO. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. PRE -FABRI CA TED ROOF TRUSSES TRUSSES SHALL BE PLANT FABRICATED OF D. F. OR H. F. AND BEAR SEAL OF MANUFACTURE. SUBMIT TRUSS SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GLUED - LAMINATED BEAMS ALL GLU -LAM BEAMS TO BE OF DOUGLAS FIR COAST REGION KILN DRIED. NDS COMBINATION 24F -V4 1.8 E (Fb =2, 400 PSI, Fv =240 PSI) FOR SIMPLE SPAN AND 24F -V8 1.8E (Fb =2, 400 PSI, Fv=240 PSI) FOR CONTINUOUS AND CNATILEVERED BEAMS, UNO. USE WATERPROOF GLUE THROUGHOUT. LAMIMATED MEMBER TO CONFORM TO AITC STANDARDS 117. BE AITC CERTIFIED. AND BEAR AN AITC IDENTIFICATION MARK. CAMBER ALL GLU LAMINATED BEAMS TO 2, 000' RADIUS UNLESS SHOWN OTHERWISE. PRE- ENGINEERED STRUCTURAL LUMBERS ALL ENGINEERED LUMBERS SHALL MEET OR EXCEED Fb =2.900 PSI, Fv = 285 PSI. Fcll = 2.900 PSI. Fc _ = 650PS1, AND E =2.0 E, UNO. JOISTS TJI JOISTS TO BE OF SIZE AND TYPE SHOWN ON DRAWINGS AS MANUFACTURED BY TRUS -JOIST CORPORATION AND TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. ROOF. FLOOR. AND WALL SHEATHINGS (1) ALL SHEATHINGS SHALL BE A. P.A. RATED CDX PLYWOOD OR O.S.B (2) ROOF SHE ATHIN G TO BE 1/2 INCH. SPAN RATING 32116. FLOOR SHEATHINGS TO BE 314 INCH MIN. TB G. SPAN RATING 48124. AND EXTERIOR WALL SHEATHING TO BE 112 INCH. SPAN RATING 2410.. UNO. (3) FASTEN AT ALL SUPPORTED EDGES WITH 8d NAILS AT 6 INCH OC AND AT INTERIOR SUPPORTS WITH 8d NAILS AT 12 INCH OC.. UNO. (4) ROOF AND FLOOR SHEATHINGS SHALL BE INSTALLED WITH LONG DIRECTIONS PERPENDICULAR TO SUPPORTS. (5) THE FLOOR SHEATHING SHALL BE GLUED TO THE SUPPORTS WITH AN APPROVED ADHESIVE. HARDWARE ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE. UNO TIMBER CONSTRUCTION NO TES (1) WHEN TOP PLATE IS INTERRUPTED BY HEADER HEADER SHALL H AV E STRAP CONNECTORS TO THE TOP PLATE EACH END USE 2- SIMPSON MSTA24 CONNECTORS UNO (2) PRQVODE SOLID BLOCKING OVER SUPPORTS (3) ALL EXTERIOR STUD WALLS SHALL BE 2x6 STUDS @ 16 OC MAX ALL iNT RIOR STUD 'WALLS SHALL BE 2x4 MIN S 7UDS @ 16' OC MAX (VIVO 14) WALL S EXCEPT PARTITION WALLS SHALL HAVE A SINGLE BC T_r0 V PLATE AND A DOUBLE TOR PLATE TOP PLATE `AP SPLICE SHALL BE 4' MIN IN LEN G TH'! W 16d .'VA,LS @ 3` OC ,STAGGE (5: AU DOOR AND WINDOW HEADERS NOT CALLED OUT ih F:.�1V S, St ;2:2x8 . #2 !,A�h`1 NS/' C'1r "E CRiPP E AND ONE STjD EACH ENO" FOR GPEN. NI'GS 4 O R LESS AND ONE C R I PPLE AND TWO STUDS FOR OVER 4' W DE (6' ALL CO._ ,,'!Vf S N CnL.L.ED OJT ;N ` P A%S SMALL BE �2: "ZLDS SP;.KE LAMWATED C O. JV!hV S TOGETHER W l 6d F,4 r'E NAILS ' 2' GC VAX < <i SPIKE LI 1ViA TED 2 -2x CO�LIAMf FOR HOLOOWW Wl 16d FACE NAILS @ 4' OC MAX. (8 1 �R0V, S-MFcO•'V AC OR BC CAP A T -E C, C S_ : 0 Bt A .J?�I SIC �. • t v�' a:� y W K R C /" ' ```` y� T E R = - WEb -7E^? OR WA SPL,.�" AcO:E A �CJ4CRE t SU?PA„E ARC'r:O+EJ A JV ti N AS JirE : hE CG!VCRE c;,'R = (10: PAS DIVERS :-Ni C'& 7 A"" 7 W.- 7" A'RESSi,•RE THE WOOD S�+-: BE -�0 7-0-P -'- ' � A'1r'LZ i =-ER ,4 c'�{/. A -'53 040. BE S rAnOw-ESS S CO NO TES (1) CONSTRUCTOR SHALL VERIFY ALL NOTES, DIMENSIONS, AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND THE ENGINEER FOR THE DEVIATIONS (2) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN (3) CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SIT AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OR ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. SHEAR NVALL SCHEDULE ,NOlFS 1. 2, 1\1ARK Sf II.AI I I[N(; N AILINt; l;l.K't; ( R .{()IS ! _- 13()! "1( )M 1'1 -Al L ANC'11( )R IV )lA S J,I,( Ak'ABLL Q Lu s 1Nl)I S 10 VOPITAI l• 1() 131.I:'(; OR , ( lOCONCR1•:11 .Slil .Alt NAILING 16d#3 X n -3 SHEAR Wi4U Z (NO I •1 11 J( )IS 1 NO11:S F 1(" Sl:l: Yl.l i'�OLI7OYW PAR PLAN ON BS 112" O.C. PER TYP FT6. SEC FOR (LW 6d GOW RE /NF MIN V RT. NAILS) z _.._..:_.._...._.. _.... ......................._ ..........._........ _ _ .. _ ........ I%d �r f ,.. (X. ........... _.... ............................... ......._ ...... _.... �i K " (I )'tt -)' O<' .......................... 21 ; _........._._.._......... ......... ...... .... - .. _._ . __....... _.... _ ..._. _..._.... __ __ .. __._ ... _ . _... _... _.... _.. P1 ,, MTN :'; Sd a 4" (>C 5/8 (1)?l 3' 0C 12 PI 3 3,"S," 411N Sd a ;' (X �. -� F _519 (1)'b 3' -1 C)C.' 1112 (No l 1: PI -2 :, MIN 8d a 2 . (X. 5/9 tI >•t, 2' -6*' ()( ' 525 ,. (n OTE 7) 4 -. .. - -- 1,2: - -- _ ,1 MIN, 1•:ACf 1 K • • K a 3' .( ..._�. ' �K - - - -- __.._ (I) ?1 i � _._�:._( - __... � aN_- _-- ° K. 8 (N lac rES 7 ' m �IIN..:ACf f tad a _ ' tX_' >r;i " (t)71 I' -3 ( -K 1050 (NOTES . _ _ ._ . _._. _ _ _.._ _.- ..._...__. 1 .... ............................... 9 ) 1 � � HORIZONTAL DIAPHRAGM SCHEDULE INo ll: I 1 _ _ .._.__..... _ _.......__ .. 1 MIN ._... &1 a 6" (NO1 ► 19' WASL' 1) ' 1-'NBLOC KLD 1-1'( ( CASE 11 I9i1_' MIN 111.} ci 6" 1N()I1 S? '_: -1 {C ntil 1) I:Ivlil.(Kt�l:l) 1 176 ((.:BSI•. III I - MIN r tics a 4" N( )TF 3 24� � W RI.()('KFI7 i NuFES 1 ALL PANELS Sf IAL- BL .-SPA RA'I'L-D PLYWO(0)D C)R () S I3 . 1 I1::R. ii lE•" (1C'. [:.N O. ALI. P AN1 LS I IX;1:S SlI.Al.l. fil- 13ACK1 1) %x'1111 NOM INAL OR WIDER FRAMIN6. 1'.N O APPI A' 'W AI.I. PAN1'l1. FIXi1 S SPACI: tiAN11. SIl.1•: NAILS a 12" 0C :V.ON('F IN'11 R ).1I-::I)I.1ll I \6 MI-Allil•RS 4 1 R SI\11'S( )N SA R( ►NG -11}_ C( )NNI C FORS COMMON NAILS. [ N ( ) (: APPLY 1O AI-1. SEI:I)S. IOP AND 13O11'(M 11AFFS. AND lil OCKIN(l SIIGI.F 3" NOM \AI. 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