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HomeMy WebLinkAboutPermit D03-330 - QUACH RESIDENCE - NEW HOUSEQUACH RESIDENCE 12253 46 AV S D03 -330 City of Tukwila Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000810 Address: 12253 46 AV S TUKW Suite No: QUACH RESIDENCE 12253 46 AV S, TUKWILA WA ARBEN MARKU 12253 46TH S, SEATTLE WA JOHN HOLLAND Address: 12427 169 AV S, RENTON WA Contractor: Name: 3 N BUILDERS Address: 14310 4 AV SW, BURIEN WA Contractor License No: JNBUIB *9G1K5 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,291 SQ FT SINGLE FAMILY RESIDENCE AND 403 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, DRIVEWAY, STORM DRAINAGE INCLUDING DRYWELL(S), EX. WATER SERVICE & WATER METER TO REMAIN, SANITARY SIDE SEWER TO BE CONNECTED TO EXISTING SEWER STUB, UNDERGROUNDING OF POWER, AND STREET USE FOR WORK WITHIN THE ROW. Value of Construction: $221,481.30 Type of Fire Protection: N/A Type of Construction: VN Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: doe: Devperm N N N Y N N Y N Y Y N N DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut Start Time: Private: N Profit: N Private: N D03 -330 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 425 228 -3854 Phone: 206 229 -0498 Expiration Date: 05/25/2006 Fees Collected: $3,356.97 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Size (Inches): 0 End Time: 20 c.y. Fill 20 c.y. End Time: Public: N Non - Profit: N Public: N D03 -330 02/10/2004 01/04/2005 Printed: 07 -20 -2004 u..i:iaLF.n wi.:.. J:• : •+4.w:...l.a.....:.:u.:�,.:�•.. nrnvab4ra +.ibn.•.uwr- +.WayaW�WF� % +YN% City of Tukwila Permit Center Authorized Signature: 4 / e 2e--x-c-e4 _ , doc: Devperm 003 -330 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: d 7 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. L. Signature: -- .GGl�I/ � � Date: 7fr0 9 Print Name: 0 I F: 6a/4 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. Printed: 07 -20 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000805 Address: 12253 46 AV S TUKW Suite No: Tenant: Name: QUACH RESIDENCE Address: 12253 46 AV S, TUKWILA WA Owner: Name: ARBEN MARKU Address: 12253 46TH S, SEATTLE WA Contact Person: Name: JOHN HOLLAND Address: 12427 169 AV S, RENTON WA Contractor: Name: OWNER AFFIDAVIT - JULIE QUACH Address: Contractor License No: DEVELOPMENT PERMIT Permit Number: D03 -330 Issue Date: 02/10/2004 Permit Expires On: 08/08/2004 Expiration Date: Phone: Phone: 425 228 -3854 Phone: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,291 SQ FT SINGLE FAMILY RESIDENCE AND 403 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, DRIVEWAY, STORM DRAINAGE INCLUDING DRYWELL(S), EX. WATER SERVICE & WATER METER TO REMAIN, SANITARY SIDE SEWER TO BE CONNECTED TO EXISTING SEWER STUB, UNDERGROUNDING OF POWER, AND STREET USE FOR WORK WITHIN THE ROW. Value of Construction: $ $221,481.30 Fees Collected: $3,356.97 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 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 20 c.y. Fill 20 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N doe: Devperm D03 -330 Printed: 02 -10 -2004 .�+.:.- .K...,•.x... �,_:_ ',•.::::.ice' ^ti.;.3'm,::;ii�z Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N N Private: N ** Continued Next Page ** D03 -330 Public: N Printed: 02 -10 -2004 Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: ' /[ 4.1 ��'� (1IIr if ao D03 -330 Date: 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 orrle performance of work. I am authorized to sign and obtain this development permit. Date: ....9//.0 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. Printed: 02 -10 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0179000805 Permit Number: X03 -330 Address: 12253 46 AV S TUKW Status: ISSUED Suite No: Applied Date: 10/23/2003 Tenant: QUACH RESIDENCE Issue Date: 02/10/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). doc: Conditions D03 -330 Printed: 02 -10 -2004 ;: t.: < + �.' i s' a�4° �. E { ;�;`�;� °:�i:a}.'�a�}•�Sk�k�'at N.� ` . ' f ++' ��� . . City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 18: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 19: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 21: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 22: Any material spilled onto any street shall be cleaned up immediately. 23: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 24: A bond in the amount of 150% x construction estimate for work within the public right -of -way made out to the City of Tukwila for possible property damages caused by activities. 25: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 26: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 27: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 20 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. 28: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 29: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 30: 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'. 31: If parcel South of this lot is to be served by sanitary side sewer across this parcel, then owner shall show private easement on site plan and provide copy of Private Utility Easement Agreement. Provide prior to final of this permit by Public Works. 32: Owner shall pay a Pavement Mitigation Fee, if street is open cut to accomodate utility istallation, prior to final inspection by Public Works Inspector. 33: Applicant shall sign with Notary, a Hold Harmless Agreement, for work within the Public Right -of -Way. doc: Conditions D03 -330 Printed: 02 -10 -2004 Signature: ma.,/, doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them 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 regulating construction or the performance of work. Print Name: JJ7?iL/i' D03 -330 as outlined. All provisions of law and ordinances cancel the provision of any other work or local laws Date: fr/q/ Printed: 02 -10 -2004 Site Address: 1.2- -2i5 �}. 5 ► Tenant Name: Property Owners Name: 42 411,W Mailing Address: - 7.5"5" 3 4-w., 5 0 66... Name: Mailing Address: E -Mail Address: GENE Company Name: Mailing Address: Contact Person: E -Mail Address: HITE Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: \applications\pcnnit application (3 -2003) 3/2003 CITY OF TUKWILA ,, -� Community Development G,.,,artment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** G9Cf /-/- INFO tMATI� ' — cp i 4i Page l King Co Assessor's Tax No.:Q/ Suite Number: Floor: New Tenant: Yes D ..No 41 7 City State ,//' Zip Day Telephone: 42_c 09i- ( City Fax Number: ra + v. State Zip City Day Telephone: 7.4 Fax Number: State Zip 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 ** State State Zip City Day Telephone: Fax Number: 'ENGINEER OF �, AII;; flans must b stamped by Engin o f Rei . < F Zip City Day Telephone: Fax Number: aJi — vll.« 3 �,. rn," T'•. A�iyl. ii. �� " " +'i�'til ° R:t� i;. r'it . �+ #iM % ' � +::jf• , ','��, l,,. �:•, t t. cr_ r t 1 .+ ti;r- � r C#q ><J. 0 ? <Y , fi"dt ..tw.% i3'�'�,� • *' . #. . �j vfi�4 ••'j�y``';��t':y!! +'r'#'�.� �:h'r�!:'1 & Y: �.. , 1, r.: r:a?'. ... Valuation of Project (contractor's bid price): $ l #' ' Scope of Work (please provide detailed information): ' Will there be new rack storage? ❑ ..Yes ❑ No If "yes ", see Handout No. FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑ ..Automatic Fire Alarm tapplicationa\permit application (3.2003) 3/2003 y 5 7 e 7 / 7 Page 2 Existing Building Valuation: $ Ge✓Go) /G%l�nil �� 4/S / — for requirements. rovide All Building Areas in Square Footage Below Addition to Existing Structure 2 " °.. Mot 3ra Floor::: Flocks , Basement :,AccessoryStructure *:'r Attached .Garage ;.Detached; Garage Attached. Carport. • ;Detached: Carport:': Covered Deck , .. Uncovered:Deck terior;' remodel cjo3 3 g ;Type of :onstn ction per UBC 1 Type of Occupancy per: PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): '3 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 No If "yes ", explain: ..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? [❑ .. Yes ❑ ..No If "yes". attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. 40 r Scope of Work (please provide detailed information): FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: %appliationslpermit application (3.2003) 3/2003 Call before you Dig: 1- 800 - 424 -5555 ;Please, irefer'ao;Public Works Bulletin #f forlees and.estimate sheet W r District ...Tukwila 0... Water District #125 ❑ .. Highline ❑ ...Water Availability Provided Se . r District ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. �fn itted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size – 22" x 34 ") t l l 1-� It st 1 ❑ ...Technical Information Report (Storm Drainage) ` ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) — ❑...Hold Harmless 4 ,+,'f.� ".—' / r ° `� Proposed Activities (mark boxes that apply): L Ativ ❑ ...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 J ..Construction/Excavation/Fill - Right -of -way 96 Vv Non Right -of -way .. C_l . Total Cut Air to cubic yards ❑ Work in Flood Zone Total Fill to cubic yards Storm Drainage Sanitary Side Sewer (jf,,,c, Sw 543 . ❑ ...Cap or Remove Utilities ❑ ❑ ...Frontage Improvements ❑ . ❑ ...Traffic Control ❑ ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ''...Permanent Watbr M size.. 3 f�- " ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public „ „ . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line WO# WO# WO# Private Private Number of Public Fire Hydrant(s) ❑...Sewage Treatment Page 3 ❑ ...Deduct Water Meter Size Day Telephone: City ❑ ...Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation '[�. Utility Undergrounding State Day Telephone: City State Zip Zip U.nif:Type : . Qty e :Unit Type: ..:Qty::. ; :Unit:Type ... Qty :. 'Boiler/Compressor:. . . > :Qty. :.: Furnace <100K BTU j f Air Handling Unit >= 10,000 CFM Other Mechanical_" Equipment - 4 .i ; '. 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 13TU . Floor Furnace Ventilation Fan 15 -30 HP /1,0001000 Bill) Suspended/Wall/Floor Mounted Heater. Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood ti "5;11{- H • Sjl'„p0 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind of Ak r.. 1e . i+ ,•ta' sk4{ y. F1!$ �VJ;tG"f > "', ?'� Contact Person: E -Mail Address: Scope of Work (please provide detailed information): -�� f7174,1 Use: Residential: New .... [' Commercial: New ....0 Fuel Type: Electrk 431 • Gas .... MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time Valuation of Project (contractor's bid price): $ e) Replacement .... Replacement .... 0 Other: Indicate type of mechanical work being installed and the quantity below: ,elf \0 f'i� licableto a e mits i • this -11:-e, i■ 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. Value of Construction — In all cases, a value of construction amount should BUILDING 0 O AUTHO IZED GENT: Signature: _ ' Print Na Mailing Address: Date Application Accepted: Date Application Expires: 4: --d Staff Initials: i %applications%permit application (3.2003) 3/2003 image Page 4 City Day Telephone: Fax Number: City Day Telephone: 2 /t) State Zip . 7 , 00 ,„ -- chi' 2-- 2- Cam State of permit issuance ** Date: / (3 / 2- ? /dy � r � 2- of f eec Zip x�. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 .23.50 101 — 1,000 $37.00 1,001— 10,000 s49.25 10,001— 100,000 $49.25 for 1 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 51. 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. r • PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PRQ3ECT•VA E PERMIt' #'' 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: General Erosion prevention Water Sewer Storm water Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: 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 of $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. GRADING Plan Review and Permit Fels 2.6 Enter tdtat. excavation volume Enter total fill volume 'j o Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 1 Soo - 740 I oon fro 2 42,o 154.25 $ 154,,20 cubic yards cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION 1 406,2 (1 +4 +5) $ fe (4) (5) 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. t :s:x��:uu;::- .N.:r' QUANTITY in CY RATE 50 or less $23.50 51 -100 $37.00 101 - 1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001- 100,000 $325.00 for the 1 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000, plus $36.50 for each additional 10,000 or fraction thereof. Approx. , Remaining Year,. ,,. . ,. :0. Overlay and 0 . ' Repair Rate (per SF of lane width) 20 -15 (100 %) „t, y . ;»,.� $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) c ., 7. , ;,... $5.00 7 -5 (33 %) • $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 " $0.00 6. Permit Issuance /Inspection Fee (B +C +D) �"`1,! ; �.� Ott. *_ .f' SG 25 (6) ,- 441 4 •. .. 7. Pavement Mitigation Fee ( iE Det`ans"N 61 The pavement mitigation fee compensates the City for the reduced life span due to removal of existing 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 1B to estimate the pavement mitiQ fee. y R Re evis vi ca PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 5 - 0 8. GRADING Permit Review Fee $ Z3 (8) Grading Permit Fees are calculated using.ttle following table. Use the greater of the excavation and fill volumes from Item 5. 4.4 1 1';', r Approved 09.25.02 03.18.03 2 9. TOTAL OTHER PERMITS A. B. C. D. E. 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. Duwamish F. Storm Drainage Mitigation G. Other Fees DUE WHEN PERMIT IS ISSUED Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees Water Meter — Deduct ($25) Flood Control Zone ($50) Water Meter — Permanent* Water Meter — Water only* Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin 1 Total A through E 3 ( $ SJ/A ( Lg. i A) $ 0o °17 , 5b 1 o u+ma. C S 10 -I AG'R►EE, i�'r $ `' 6 $ Total A through G $ o q - 7 ..- (10) (6 +7 +8 +9 +10) $ Urn ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. (9 etultretz. St4 efevtie i ) 14 ( 4 6trnicrir wiarri oezkyy\ ifr3 /o¢ City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000810 Address: 12253 46 AV S TUKW Suite No: Applicant: QUACH RESIDENCE Receipt No.: R04 -01435 Payment Amount: 290.40 Initials: LAW Payment Date: 10/21/2004 03:16 PM User ID: 1630 Balance: $0.00 Payee: JULIE QUACH TRANSACTION LIST: Type Method Description Amount_ Payment Check 2118 290.40 ACCOUNT ITEM LIST: Description doc: Receipt SEWER - ALLENTOWN /RYAN RECEIPT Account Code Current Pmts 402/379.004 290.40 Permit Number: D03 -330 Status: ISSUED Applied Date: 10/23/2003 Issue Date: 02/10/2004 Total: 290.40 .,.. 10/22 9716 TOT 4 Printed: 10 -21 -2004 • Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0179000805 12253 46 AV S TUKW QUACH RESIDENCE R04 -00152 BLH ADMIN JUAN T. NGO & JULIE H. QUACH Check 2044 BUILDING - RES SEWER ASSESS - ALLENTOWN STATE BUILDING SURCHARGE Description RECEIPT Account Code 000/322.100 402/379.004 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 2,016.95 Current Pmts 1,676.95 335.50 4.50 Total: 2,016.95 D03 -330 APPROVED 10/23/2003 2,016.95 02/10/2004 12:38 PM $0.00 . • �.}. 12.1.1 971.6 1 2 _f.00 . . ' 1. Printed: 02 -10 -2004 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: Payment ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 0179000810 12253 46 AV S TUKW QUACH RESIDENCE R03 -01292 SKS 1165 JULIE QUACH & JUAN NGO TRANSACTION LIST: Type Method 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Check 3304 PLAN CHECK - RES PW BASE APPLICATION FEE Description RECEIPT Account Code 000/345.830 000/322.100 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,340.02 Current Pmts 1,090.02 250.00 Total: 1,340.02 D03 -330 PENDING 10/23/2003 1,340.02 10/23/2003 05:19 PM $1,681.45 - • 4046 10/27 9716 TOTAL 1340.02 • Printed: 10 -23 -2003 z =Z i� w 6 00 N 0 w w 0 J u_ z • 0 �w z i-0 z t--. w 2 1 U � O �. O H w w u- O tll 0 H O Z COMMENTS: Type of Inspection: • Fi t°17/1) c ( rtA" Date Called: 10-- 20 -0 1 ' 2►)�L1 -(L4& q uf1 to 21 -Auv Q 1 Jt 4 10 fl-1104 _f-w. - t I 0 ilN04 if-- I.I.Aft...1:1 1011 ,1/4. .. 3 , 115 ILI P ( " t . 1 / —+ IN -P.. - -,. , Project: Q uash Rte. Type of Inspection: • Fi Address: 2 253 460 Ave 5 Date Called: 10-- 20 -0 Special Instructions: Date Wanted: lO - - - Ord p. Requester: E3;e 1 Phone No: 206 -7z5-235.7 Qw INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D03 -330 PERMIT NO. Corrections required prior to approval. inspector: Date: f 4 24 / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 6 Type of Inspection` • /y Address: / 2 7 53 -- Z1C , Date Called: Special Instruc ion L to Wanted: a, Requester: "� Phone No: Approved per applicable codes. 0Corrections required prior to approval. Vs... COMMENTS: Inspector: ' ---- f�^ Acrt, Date' '— 'J / JQ:43-33o INSPECTION RECORD Retain a copy with permit INS'' 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prod t: CV Type of Inspection: ,rte 4 - /.) U/4K ,4" . Address: / ?5 3 . , "'i /� ce.S Date Called: -.;;e9 /7) rQ —ay Special Instructions: _", 1 •, .f �79 rh f�.0 /O/e } Date Wanted: / -/--79' ( a.m. p.m• Request r: Phpne- �IQ:; (e) 0 a? / — O V/ INSPECTION RECORD Retain a copy with permit IIGSPECTfON NO. PERMIT NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - (206)431 -3670 El Approved per applicable codes. COMMENTS: �-c -'5 h 1, /L' "ki7 Corrections required prior to approval. Date: /0„.2,./....0 LI $47.0 REINSPECTIOIV FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMEN11S — 'c' -y/ /4 �.4 A A - X. , -- ( i fri2 5 P --/-,, 5/ '''' ....... l 4 4 ,1-7 , 1-2f>a ,e' / ir©. / "X-6 /`-P�� / 0 d --i ` v?Gl Li -" f/ r ee t./.r ` he/ "7- Qirk 'Special Instructions: flt ply / '' Z t Y,, n I ,1 .. �!( ))& L f 5-7 SL, 4 ./ . 4e . z 4.A1'" 1/e (4/ /..e914 L/0 r. YJ S c - ( -' « !_ fir" .% Sfir ' t7 0 -ee r J ? l-�� 4- a if f ail ,- g n,o9d.i/ * h ,a.., •,1 ,,,, /-- -,4P , Pr t: \LC( Type of Inspection: 1 Addre s: 1 qa L i ( 14) r Date Called: , 'Special Instructions: flt ply / '' Z t Y,, n I ,1 .. �!( Date Wanted: 1 / 4 4. ` Requester: Q ) P n, o r: �C d D q _ Q El Approved per applicable codes. Inspector, INSPECTION RECORD Retain a copy with permit -7.4fi'' D3' 53D PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 C orrections required prior to approval. Date: 92" El $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Q uash Res. Type of Inspection: C.CAS Address: /2253 46.01 AV rl Date Called: q 22 _ Special Instructions: Cal/ ? ?// 'beire 1n So he can be- mere. Date Wanted: 41' D ,, am„ p.m. R equester: Phone No: 2 , 72 2.351 �..w•G:li;.ii:.. D03-330 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 Approved per applicable codes. El Corrections required prior to approval. erior COMMENTS: ?Mk, �s (J 74 -4 Al 43M,,f � t"..prai 7b 7/4 kfttee 10-1 Inspector: 6J Date: gfr7 /0/ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: `` Type of Inspection: - Address: 112 V 1—I 1 AU S Date Called: (� — 1`c) _ Special Instructions: I �\ ''�^1 �^ 2- 3v ?- IA4 . Date Wanted: � c ' a.m. � �m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 pproved per applicable codes. Corrections required prior to approval. COMMENTS: 1 Yv1 r., Inspector: 2 Date: C ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: -, Type of Inspection: ••'' Address: z 2 y/6 „S:',. Date Ca(1ed: fir= a — a V Special Instructions: Date Wanted: �/ a.m._ 3/' / p.m• Requester: 2 e-- - 4'd Phone No: INSPECTION RECORD Retain a copy with permit INSPE N NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,(20 1 -3670 Approved. per applicable codes. COMMENTS: Corrections rgquire ; ,prior to approval. E $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: / /f;�` ( - f7_(, i 44 / Type of nspectio : ■ k7 (.- / /1' &( -/ '::c4' ©/ /..//:"( 4 4-f, ci (_- C... i--7 - ' e_..... , ! r i r/ .{17/5' , C.fJ _ 49 - 7 - ex__ a-s;2-- ce-i9, Le- _ t�/ ...) z. .0.-7 / i ' ' Zy IS 4 4-1- Z.9 1 d de-- IS /9, 4- / .. t 1 ,,,,,,,, r _ _7;7 12,4.144,., . t/ t Projec : ./616,/,,f°}4 /cam Type of nspectio : ■ k7 (.- / /1' &( -/ Ad ss: 1 3 Q,ri -� , Date Call d t - - LP7 Special Instructions: fit. t4 Gtr ( jf' e2.4 pcti-tej/ p N mac /� U fl i /N 70 /Z /Ok r�fG�t' ? J , Date Waned: _' _ t�/ a m. Requester: ' �r I ! , 4 , - ! t Pho � o. : 9 INSPECTION O: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. RCorrections required prior to approval. Inspector: Receipt No.: Date: El $47.061 INSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PER (206)431 -3670 Z • ' ~ ce 6 J U U co o • �!) W J F. CO u. WO u. = T. 0 • = _ Wo uj • p U c o O H • W • W u - Z U =. O ~ Z COMMENTS: . Type o . - .I ob Slar± g , o q) ,.. Date Called: (7 , e I_ 4 , r V p......k,at -; Date Wanted: OR//q10 V t k if( .1 tt.Ak.- e, ..c ii-) nr: i.'i- :-.4 ,,,)s v,, I Sct... eo (-f- -i t-i j24A v 6/2:3/Dt1 olleAr. (A.A.÷ A(0 adv-e. S 0t'- To/1 s-fLeA,11 pOdaA Project: ( (., A Type o . - .I ob Slar± g , o q) Address: ida illo Ave S Date Called: Special Instructions: , -.• Date Wanted: OR//q10 V q:rrk Re ster: Phone No: INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Do3-3Zo El Corrections required prior to approval. Inspector: 60 Date: N 1:1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr gIc ` e : �^ ( l.-�/V ^ \ J fi Type of In pection:I �A ��a� r L✓ � Address: re , ,? . ( , .s . Date Called: 8 1.1 (0 foif Special Instructions: .-1 � ('{ Z C ve I 42 Date Wanted: , (7 Requester: � - Pho No:. oLfeg INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. • PE TN (206)431 -3670 D Corrections required prior to approval. CO MENTS: it‘ Date8, El $47tJO REINSPECTION F 1 REQUIRE b. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: Type of Inspecti n: Address: # Date Called: ' #ie Sperci ''bi Wanted: --7.--0L7 p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 U Approved per applicable codes. Corrections required prior to approval. COMMENTS: q ,c/le .e0 57 2, $45 .00 REINSPECTI � FEE REQUIRED. Prior to inspection, fee mist be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project / � Type of Inspection: / Address. In 5��� Date Called: Special Instructions: Date Wanted: g `"1 —re " p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPE TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM 0:)431 -3670 COM ENTS: f:(77--x-2)26>4 Approved per applicable codes. ❑ Corrections required prior to approval. El $47.00 REINSPECTION` FEE REQUIRED. Prior to inspection, fee munt be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of Ins ection: Address: S " Date Called: Special Instructions: Q ate Wante cif m. Requester: Phone No: zs El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,c'b -33v Corrections required prior to approval. COMMENTS: /) r d- .5e 0/ eeel 1.7)- /50 C Y1 eeeie c .. Inspector; I Date: g -, e2 � $47.00 REINSPECTION / 4 4L91tk EQUIRED. Prior to inspection, fee m fst be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �w4��` t? i:.' ::ki+l�iJii'1wt +'.li+j}'ti4�•.,bt e :..... .,., Projec ... Type of IInns~pection: ,, ... •"'' Address: Date Caller Sp ci Instruct, --' uate Wanted' '.. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ye, Approved Approved per applicable codes. El Corrections required prior to approval. COMMENTS: N/4 r r^ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee musi{be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: A;02.1 Project: Type of Inspection': / )-7 .../ Address. .t7 _/ 1 / 4, ., Date C C : , Special Instructions: Date Wanted. -i m. Requester: Phone No: 2- ) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. CO MENTS: $47.0 INSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: I, Type of Inspection: R — , /10 (rte, // sk ?' ' Address � ,._ / 4 2-0.5- 307 - �� Called' ° `Z Special Instructions: Date Wanted: ple Requ s r. Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. n Corrections required prior to approval. COMMENTS: C-60-)7,ZtL $47.00 REINSPECTIO ` REQUIRED. Prior to inspection, fee mutt be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prol ( g Type of Inspect M)i rr i Ad r s' Date Called: Special Instructions: 1 ( / 77 ),, f C.,. +�l/l < � . r ; Date Wanted: ( / r :` p.m. Requester: � a4r-e,.. t Phone No: _ INSPECTION RECORD Retain a copy with permit INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: 1 Date: Approved per applicable codes. El Corrections required prior to approval. $47.00 REINSPECTION1EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: y e oqf Inspection: ' r il ,� a 4- I G7 7 Address: • 8 /., 1) 5 ( / f )4 a�. \ ('. C C° 4,.--,,,,,,/ Phone No: =' 20 Z _,... -c J ) 15:p.01,/ .. 6, A 9 ,,-./ , e .---le 4., ,/,/. `,/,9 . (7,,.w 1 ,,/ Oil rill , I (7-.4-47 A-.t,i P /a S r° e, ,60 r t h ..// rzP 4/. /1 i Pr j ct: � ��Ua c /'l /Q-Q4 . y e oqf Inspection: ' r il ,� a 4- I G7 7 Address: Date Called: 8 /., Special Instructions: Date Wanted: g/,/04 a�. \ ('. Requester: Phone No: =' 20 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Reta a copy with permit (206)431 -3670 Corrections required prior to approval. Date: $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr•ject: f ;' Type of I spection: ,1 • filar • , tAitttA V1) A d es) 3 / 5 Date Called: 8k/64 Spec Instructions: Date Wanted: ` a.m Requester: Phone No: ( _., v — 01-64 qk CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 ig Corrections required prior to approval. COMMENTS: ..7 73 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: It A S Pro' t: IA Acfri 1W_ i Type -of Inspection • , `^ 1 1 , re4r€ � � � Ado, ' � f Date Called: e? I O Sped H s rucFi 0 �� 1(2. ) f� zt I r Date Wanted: IS / °it 1 ,.. R )14fLA p of & Li Ph No: - �-- V Li q '' /8 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ■ INSPECTION RECORD Retain a copy with permit 206)431 -3670 Appto er applicable codes. 0 Corrections required prior to approval. COMMENTS: Date y $47.00 REINSPECT! • 'r EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr ' t lAd l M'- Type of Inspe i ( n � : 7 1 • Add � fr Date Called: A Splcial Instructions: si �� -re i -eopiz, � � / ( kin 1 ( a.m. p.m. Requester: me... Pho N o: MD bOLQ aaci INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION p3_33o PERMI,v +. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Approved per applicable codes. Corrections required prior to approval. $47. 0 REINSPECTI N FEE REQ RED. Prior to inspection, fee mu3 be paid at 6300 South enter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prol t: (A ar }),e4.4jeqc Type of I p tion: ' (6 i Add1 s ( / bate Callq(i © , q. Special Instru ons: j Date Wanted: ' n m o q p Requester: f 0 oaf (Z AA •0k Pho No: .. /6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI O. 4 • El Approved per applicable codes. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 D03 6)431 670 M orrections required prior to approval. COMMENTS: (;11 19a /— ri $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projec.t: ' AAA d/( Me9d1/6eki? Type oflps'ppction: c 1—fr / Al ess: ii6e / 4 0 ( c 4- D Callect 36 0 Special Indlictions: Date Wantei .! D P•m• P egos( cc/A i l liA. Requester: Phone No: I . INSPECTION RECORD INSPECTIO O. Retain a copy with permit DD - 77-7&) PERMI 0 CITY OF TUKWILA BUILDING DIVISION I ' ' A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: A 1 , 4 i-c46_,/ j /77 El $47. 0 EINSPECT"ION REQUIRED. Prior to inspection, fee musd3e "-I paid at 6300 Southcent BlVd., Suite 100. Call to schedule reinspection. Receipt No.: Date: sb COMMENTS: Type of spectio - 4) l :3 ) wt. r�t --12, O. kJ 7 2 9 v 1� ha l £4 f( p 5 � Date Called: 0 - 7 /a 7 6 (/, id/or NO d -,v [.,,qtr -s5 ?6,.. , 44 ,(IL( /•P/l a 5 5 c.vt 'fry ��! C'- a.,m,. ( p.m. /AA Pt / l.vg4/ fv g�_, S �L Vaij 6.,I0 �--- -' Phone No:' o6 a ,3:a - 7? 7 Projec • {�r r A >� S I rte« < Type of spectio - 4) l :3 ) wt. r�t --12, O. kJ Addres • l a s � 3 4 /6 A v- S Date Called: 0 - 7 /a 7 6 (/, Special Instructions: cu.-1- <rSp) It `� /l S i ? r • _. ----� Set- h-,.',.( hvic��i •klmori,,u Carl t eto.SS St/ ret Date Wanted: . 0`7 /? •7 y a.,m,. ( p.m. Re uester: --- �) I r c.JOY ?�oIe �--- -' Phone No:' o6 a ,3:a - 7? 7 Approved per applicable codes. DO3'330 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 Corrections required prior to approval. Inspector: Date: 7/3 9b5/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: -72 6,1/ 1� 4 G C 5, 4- u t . .,rl / Z i t 4, , /1- t7' � A /9(,, %�� -r� � 7/ Special Instructions: t--„, c . 7. 1 6 /4,,,-, ,., ( 7 44.424 .._,.._..e,e., Phone No: A <1Z // 47 5 J c xyz, 4 .. e `* f j r /,,,, , e.9 - J Project: c� 4.� t4 Type of Inspection: � p, i A ,�_ Address:2� 5'3— /tee Date Called: Special Instructions: Date Wanted: a Requester: Phone No: INSPECT • N NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector .D 03-35 Date: (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 0 $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: 4 L I Date Called: Special In tructions: Date Wanted. 7 Dy a.m p.m. Requester r 3 `��� Phon No. DC.Q - 0.0, -d 6i - ' ANL .:. Proi et: a A Type of Inspection: 4 Addr s: I Date Called: Special In tructions: Date Wanted. 7 Dy a.m p.m. Requester r 3 `��� Phon No. DC.Q - 0.0, -d 6i - /2 Approved per applicable codes. nspector: / {Mkt ION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 U)3- (206)431 -3670 Ic il Corrections required prior to approval. Date: 7- I 0 $47.00 REINSPECTIO ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z I I" W 3 U 0 W = l— w 2 u_? • a Z � ZO W • w 52 • H W I — Z LLi U = 0 Z Project: e?4,4 Type of Inspect'o Address: ��� � Date Called: J / Special Special rnstructions: Da te Wanted: -- 7 - 4 -7,- t f. p .m. Requester: Phone No: l 2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPE TION REC D L Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COM M ENTS P.4- 1 " i ie 5 0 �ER % i G �� /4 : r C .� (ti /�/k.- 2- 1I s v7d22- 1;6 z-44-e-(...44 Inspector: Date:? V ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project 1 CI� Type of Insp — tion: a, 44145 Al!? r , ' „ IM. 1 Qa Called. o � , .1 1-- Spe ial Instructions: C 1 U 'O ` J • g Date Wanted: 1 i Z V _,.am. Requester: . i I P a No: �,% 1a < ...... a 357 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 bD3 3 PE TN (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 ( 7 r + a• $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro' t4 / Fs Type of Inspection: ���1 ��� �r- / d 53 2/4„ fY A s Date lled: 0 ^ D f Special Instructions: * /a6-5 .. e/4 �L 3d {11 7/V l �!- I'LL 714 Y9W) Date Wanted: — �r3 i a.m. m. Req " ter: ) \ -0 0 knk1i rIons P hone No. `� 1 c (o 1 Y — , 07, COMMENTS: �`) t rl 1?AoILF T - c � :- I hJS vL k&.N1 '% a ) ) \ -0 0 knk1i rIons V I.JSPem io- pJ Do spec ��,►�`�'' 1 )mil .r Da te: / — 3 ° , 61 10 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMI (206) 31 -3670 ;/I Corrections required prior to approval( $4 4 00 REINSPECTION EE REQUIRED. rior to inspection, fee must be p d at 6300 Southcent r Blvd., Suite 1 0. Call to schedule reinspection. Reo fpt No.: Date: COMMENTS: Type of Inspection: Address: 3 46th Ave. s tZZS (�y, Date Called: ...2_ - Special Instructions: Date Wanted: 6_23._ oil , a m.. 6 /.? ?/v J t ` L " i/14 it- e.fi•41 ( p(/ Phone No: Z06-786°5254 (Z. ) /Jf c 1 / c /Orr ( c sib udsk 3 ae r, A . Fpc nt4-- toctic t co/ , ---e0. 6,f.4,T w '(`: cc/LA.2, V r -Al AV Ail � -* k 4 aitflA A" r pci p i I c..04,,.. P 04 G . 1 CdvQk Project: , � Type of Inspection: Address: 3 46th Ave. s tZZS (�y, Date Called: ...2_ - Special Instructions: Date Wanted: 6_23._ oil , a m.. Requester: a Phone No: Z06-786°5254 5o i 1 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DO3 -330 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: Address: / /2�5 1O/i ? 7 140 t . S-u C. 'L --1-2) < AN. � )� S . 1 � r 1 �� -tl (�c., ' ;t l da c.cr, 6u Q 4 FAa& (AA.. 0 j 41 _I Phone No: ' ` 71< — 2- 3 5 2 Proj Type of Inspection: Address: / /2�5 L id < AN. � )� Date Called: /_1 (7 /0 Special Instructions: Date Wanted. ` � a.m. p.m. Requester: ( �, r Phone No: ' ` 71< — 2- 3 5 2 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 Approved per applicable codes. Inspector: )d3 -2 73v Corrections required prior to approval. Cam/ Date: to 447.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z I H � re W J U O 0 to c CO Ill J H U) W 0 u.¢ W Z W mo UN 0 W • - .- O f N Z Proje Type of Inspection: S SS Address: l - -C3 `A Au S. Date Called: (0/ 9/ 0 y Special Instructions: Date Wanted: r t 0 10/o } Y a.m. p.m. Requeste � ' t 1 J ` Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: CJcJfo.( t ,o , clAoy to K Inspector: Date: ( J t J /d1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Ins ection: • • (p! � ei.)r 4,71/Yi.2- !1 f1 co, r S Al . �-4r - ''' AI.. ate/ al , O--? ti ,r►47 r�i 14 A Date Wanted: o c, /0(5 1 d of 1-.en f m� !� , (&-otA vo t. 1 c Q 1� a>1124 y / '7( MA S Li e T Fw�ne c;s 4AK Reques • .l 1 y i 22-5.7 OX • Phone No; Project: Type of Ins ection: Address`. /r2 3 4G. ,4ve S Date Called: 06, / - 7fo e/ Special Instructions: / - 1 -- 0410 `'1 - Date Wanted: o c, /0(5 1 d of (0.m._ a>1124 - S- r+ �.J � O& U C -t- y en 0 I d 6 ' Reques • .l 1 Phone No; AN`�ta'N?N���%7YtiC 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 Approved per applicable codes. ID Corrections required prior to approval. Inspector: GV Date: 6. /00 1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projgo.. 2 L 4 e h Type of I pection: _ • / A 6 4- - //,S1 ( i [il 7i Lr Address: 12 -� 3 kl6 ,4 !J Date Called: (-(- z z -v yr Special Instructions: Date Wanted: /� Z7 a.m d V p.m. . Requester: L)P9cJi 1) Phone No: INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4)3- PERMI N ,(206)431 -3670 15k ..... per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: ,40 Date: /✓ L El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: -'LPL c‹)"} r.. / A - r" / -A (. 0t�r�i./ 1—e/ C9 ` v G4. _. '7 t.. Q4 A 7h &,e f 2&) '>. , ■S S6/ l / 1--tet',4 `7 ,Z- Is? 1 D1� _/1 A-, a 6�-� it ., / l � � / r2 4,0 7 2--, (5 it/ 6 A 0,1‹. ng 4 ' - 2/ s / i—.4 /� cr - 10 /) 11.&11 l.9 1-7 /h .f - 7" - -r--1 Project: 7 t 'c • , / 4j (? :: Type of,_Inspection: -..... . ./G'LG /i - i 0 c TPo f / r'%f Address: // __ /'r ;: c' 5 'i/ - (^ +� Date Callledd: 7 - ,9' —0Y Special Instructions: l Date Wanted: a. Reque t • Z)2 t Phone No: - Y /'7,2 - Yd 'F/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ei Approved per applicable codes. Inspector:/ INSPECTION RECORD Retain a copy with permit (206)4 -3670 Corrections required prior to approval. EJ $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj•c : 4 1r (9ES D _. IUC� Type • Inspection: +1 --- - � �w 7 rrt�Gll�i:.ri : - Ad a s: � 53 1 7/(i; �/S Date Called: N _ O e/ Special Instructions: • Date Wante <� a.m. Requester P zei t � 9.0,1.2/ INSPECTION RECORD Retain a copy with permit INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Approved per applicable codes. :, a _., C orrections required prior to approval'/ COMMENTS: ti ns ector: � lit..vt/�� � -� ie.tiu -1 ��%C Date: $47.00 REINSPE ION FEE REQ41RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt No.: Date: ProjeEt: a C,C/1 l`e,OA , Type of Inspection: , Skg.A`Aet)/1 Date Called: , L-f(7/0c Address. ) Nc 3 4-((k AviC, Special Instructions: Date Wanted : i i oat / at Requester( --TT , -1-- Oi Phone No: —. Pc INSPECTION RECORD Retain a copy with permit INSP NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 0 -4 +1 Ins p tp 7 ) .00 REINSPECTION FEE RE aid at 6300 Southcenter Blvd., Receipt No.: Date: dl UIRED. Prior o inspection, fee must be ulte 100. C II to schedule reinspection. Date: COMMENTS: Type of Inspection: , . F-D LA..-14,44-1 --Go-WP4 Address: I 5 -.)) L/ ."- ?•C' i sivve Az? r Date Called: 6\ pioq Special Instructions: Date Wanted: , i I D OnU p.m. Requester: VA vi(J 0( JiA.P4` <— Phone No: 4: I I S . q)2 - qD k 2 4 / 4 , ,.. . , Project NIA(tdi Type of Inspection: , . F-D LA..-14,44-1 --Go-WP4 Address: I 5 -.)) L/ 444 S/ Date Called: 6\ pioq Special Instructions: Date Wanted: , i I D OnU p.m. Requester: VA vi(J 0( JiA.P4` <— Phone No: 4: I I S . q)2 - qD k 2 4 / INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DO3 -7 3 - 6 (206)431-3670 17) Approved per applicable codes. El Corrections required prior to approval. Inspector: - T)A ^ Date: 3 _ t 0 Li n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be I—I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No:: Date: ■••1/4,‘.... COMMENTS: ( 1 �v +, c W h r sva v v" j oo t a,n 1-c ,r v .S I n v -{ k-a -PAW \A"nv - A L ,Y, -e 'e S IDA .c . Ain+ re CA \j -Coy- t ncpPc4 , iivN 1.) } "PA N 2 2 `s h vy4 ► r s 4 t 4 1 . ( P A (o r i P(,`+c Lf Z,) SST N, k c, ns, , ert A-T) 69 i nskeAtR -rr ■ K ` 4 k c4Prat i'e rU<<:1 (pot r..Pis cc+ cOv AIrS 0-C - c v ti is v- J (`PAY- N 01 1 S 3) ,MC,.ve u) aocl \z,\or kt ors -fur pLJ,.,,..A'I A 01 rf o \ S S4 ! Y`r1Oa w t4. -• , 4 1M,nttn,,,,nn fl \) LA() Z I ,, 3 1 VI % r,', ,....),rv% r LP Ai („ /\ C 4L G4-1-42- 4-0 S O t _` C. v rX. 1 Wn t rk t Witt/0", Q. S W 1-f' t \ 1, --a,r l v. si m t yPeN 7I n - 1 2 Proj ct: ,, 11 _ 4r Al K� 5 , ctess: Type f Inspecti - n: FototiD GThU A & / r aa.53 VV ,4-U 5. lle : Date Ca 2/2 Special Instructions: HLI(S' -7 » - -9o (( Date Want d: 3 / to y . Reque : /D aV C`P l` Phone No: PER •. CITY OF TUKWILA BUILDING DIVISION INSPECTION NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431.-3670 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Do3 I2 Corrections required prior to approves Date: 3 o Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: \ [ (+ 1_ I . y V Ovcr Gt fJU \A I y1. 1 S 2 U —4 Terra,„_, 4 r ()..n± r ) r o I t 4 y I H e Ad r, R � / C A r •• -r) t i in rkfA :' ‘ (, ,r• , \ ' G Vl 1 3 C r, i 1 2 . -,-\— Cov I1r. 2 v OV1 4 . 6crM- 41.7n 1( )Cad c, IA (..: ,nn.a•-e . 4 T-v e,v;\ S'e4 06c -k 4 - 2 G Y erk - -C.JN-1 vN, r GC' I t r-.�, c l k) k) Co(v1Pr tS 1 ° � n - 1 - ro14" t�i�'C/ r \/ t Yr S i P i'ulG {�ttn. S(•J C6ry •Pv " C 0 \-' fit› Is cA C-, ■ S-e-\ Ir.t..L 3.1 ' A ) kVYV1t71In e i A (1 nY r, va l r 7'61 1% Y -PCl ,Ch v - 't tt ot"\ 1' I t i S Cv'C S- et.alfV° $.1 4 . J -- ; ) l U vv n \0, hL1 -D t f) S .<LG v . k Q 0 1.0 1 7 —r/I `1 t r f r� CJ\UCV ea. o..i ()Pi �t ,ivv\1fitht C(� Proj ,�/ ,/ 0 4. (/�!/l �if /� Type of Inspect'on:: ��`` l� ..14,42J)Q/ — f7�d Date Called .,..� � � � � �� - - P y Ad r, R � / t � St . al Instruc Speci Date Wanted: / i_i1D r 41.7n P.m. Requester. it Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 'Corrections required prior to approval. 9`x,.,1. I hi_ Date: 2 -2 J I 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P‘‘ SE' k � s l `" • F► •79 Pr j ct: r CPI ,A ' c� yfte T of Inspe lion: ,, Of �. - I - W Y/7 - f' ' ' J r Address, b A-ve,.5 t � D Called: a �° Special Instructions: Date Wanted: 3� p.m. Requester: /A..-PA , Phone No: 4 ' o1e - iD 4 '/ C INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20'•)4 1 -3670 COMMENTS: -reak 1 0 -7. PV -'i2 A , .S +alb Tro/7 411-1(4 ke rte-AtA /e..# 74nOA/1- Inspector: Date: Approved per applicable codes. Corrections required prior to approval. -4144 v Ej $47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: (j) N 0 ' LtR of L ON S uN/ - 11( S. -� t . ' , J C L ;Ne f s &l t o 1 rqg,° 4-1m F--, 1Aei74 Address: C 3 ' Sc &r e K5 . Date Called: ( i¢PJ . (X) V ■ ) v'(\/ C CS - S u. v'V r ►A A -✓ k £ ✓ 1.s t. 1 Date Wanted: a ��3 i C ( ki'e , Si..w✓r /i" >Aj (-e c0 ea- 1 I -s'c)� „ . Requester lf'G�tU/_I k -N UD i iv s IN.40a 4 ,'rr- ....e. Phone No: C-e. 2-o (P — - C (3) 1 p S ,nn I ` 'c S ; . /../ C Ov J --1. p,.., ht C ( L. ) Co , „u ). T \ / , rvA C rvJ G — p ,44 ✓ • ■ Pr Typ of Inspection: (-, Address: C 3 LO kl ) ' �', Date Called: ( i¢PJ . Spe ial Instructions: - Date Wanted: a ��3 i C ( p.m. „ . Requester lf'G�tU/_I Phone No: C-e. 2-o (P — - C INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 C orrections required prior to approval. lnspe tor: ._.. 1 . Date: a.lI3 $ 47.00 REINSPECTION F q REQUIRED. PI1or to inspection, fee must be /paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: NEW TJI BLK'G, TYP TYP !'SCI ST'G TJI FL JST 9x P.T. SILL PLATE EXIST'G 6x16 4-IDR (2)CS16 -R (ON INSIDE DACE), TYP (2)2x8 DF NEW 1 9/4 "x14" PSL (EXTEND TO WALL - �---- CORNER) 1- ITT16, TYP EXIST'G CONC FOUNDATION — TUT — •— II I c f . V. wins 06/08/ 01 " 944 EXIST'G 5LOK'G FILL (2)2x8 2 ROWS 16dI 6" OC, TYP 1 1/2" CDX PL)-WD W/ &M3" OC PANEL EDGES # 12" OC ------ FIELD, EA FACE BLOCKED 3/4" DIA THREADED ROD A.S. IN 7/8" DIA x 6" MIN, DRILLED 1-IOLE W/ S I M PSON "SET" EPOSY, EXIST'G 5/8" DIA A.8. (CONTRACTOR TO VERIFY). EXTEND A.B. W/ SIMPSON CNW COUPLER IF REND. LP IN GARAGE FRONT W��LILDING �,'VED p UG - 3 2004 �EPA T :2 ;Y4i4r ` 41r ..;.V.:14si4i+«I LTP4 04' OC (ALTERNATE 2' OC) (2)CS16 --R x 2b" LG 4IOLDOWN STRAP, SEE PLAN FOR LOCATION EX IST'4 TJ FL JST 6d04" OC EXIST'G 1Od•12" OC (ASSUMED MIN., CONTRACTOR TO VERIFY) MUM I r . Mr r I°deq" OC bdr3" OC T.11 SOLID. LK'G, TYP 2 ROWS I6d111`2" OC EXIST 6x16 1-IDR D!"#2 OR BETTE, R CONTRACTOR TO VERIFY) bdr3" OC I6d OC NEW 13/4 "x14" PSL SECTION A -A 3/4" 011' WANG ENGINEERING; INC. JOB NO. 01 DATE I ' V4 BY r CONSULTING ENGINEERS TEL (425)489 -0977 FAX: (425)49-0927 ard• • • trite ' I , . 1. • • • PROJECT SUBJECT i fl"" � 4 j • REVISION NO, 7-- �..... N. s. . L t'T�.e.TtN VIJ,. .' .�..t j l i ie I ,Je.,t24-4:tprtow.1-241 PAGE J OF _.., 0 CHECKED ZVI • 1o333C 1]sc i'sii:rd�o i.;w a�ii' Nd1ra>• ','wd J •`.swala, WANG ENGINEERING; INC. CONSULTING ENGINEERS TEL: (423)489 -0927 FAX: (425)489.0927 LA • i ,J I i i i ;.- _...:... _.. r .; l i � 1.4A. {,. ,. r4ec-CfrO, • JOB NO, 4 44033 ` PAGE L. OF DAME /1JBY 1.1.71.1 CHECKED BY PROJECT - al y _ — SUBJECT r t , i I J. ._ _4. _... _.. ..J. _. .... ,...... tti ;.(14.ii/rtk FS ....{.7...r 4;' G') * t O ,�.. S . i ..w ..J 4 4 3 li t • " T c4 t. ; 1 i r r • • • • t I •i ! i i t . i WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX (425)489 -0927 , • • J r JOB NO. DATE ? ;10+ BY_MTk4 PROJECT' C.4 C t.6, SUBJECT Pt r . . . .t ... . . .•].. ,rl ' s o 1(t 14.t. • .. r --1'�.•. - -P• l { . i. .....,.... ..t.�,._ ,..a +.. 4 . • f N •3 } ....., • l; :P/ ac tf; • PAGE OF CHECKED BY 4 , • ..... . ...; a . .,.... • IA:41(444c r i '.... wi.:s. • r"' • • • • • 4 • , • C • , f t t 2 ••( T -a i 'i . i ,i;j11 };ir; 4V�8i.s bj LN.L'Siw'r.r. ' • fl.'.:a+ 4 '.:.u...f i WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL (425)48941927 FAX: (425)489.0927 { • • ....., ..... J J ti i . i i 1 i • -• { i 1.. .•.f 1 i _ • • • ... ...4:::14 . ..L , 1 - , to.00.1. .car. • • • • • • ? i 1. • 1 1' 1 4 • • J J J { a c } • • z z 6 00 co J = � W 2 LQ = • d ~ W Z � F- 0 Z 1— W • W U � O 52 O H O W L z W O - OH Z WANG ENGINEERING; INC. CONSULTING ENGINEERS TEL: (425)489.0927 FAX: (425)489 -0927 { 1 • . i t 7 i f etf✓ E• • { L. Op AA* iirokusl • r . eek JOB NO. DATE 7 b &if • ni,•1 PROJECT SUBJECT . . • O t • �• l � )4 ..... �.... 1 T ; I "•• { .1 } 0. PAGE • S OF CHECKED BY • i A , Z ,_ Z re w 6 U O 0 w� • U. w 2 IL ?. = w H =. Z � Z° w U � O - •o)- w w — O LLI • — 0 H I- WANG ENGINEERING; INC. CONSULTING ENGINEERS TEL: (425)49.0927 FAX: (425)49-0927 ..... d•••••• 4. •••••••••••.?••••• 4AA,■s 1 1 4. 1• i. I ... i. --1 I, . i . ..... ....r.„ i 1 • 1 t r•- ei.■, 7 . ; ........ .../ .. I . ... :S. 4 (. XV NO. 044 t .PAGE 6 OF DATE 7 BY M CHECKED BY FROMM' SUB/ECT CIL la .. ..... ..... .4 ...... 1. 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If% J� 1 �'� { A i [- 1 I I r 1 I r --' , _ i c 4 I eat— 42- '! . . ,.. _ __ ._ - I/ - - 1 -- V 1 !- . . ,- • • 77 i 4, of 1 I 4514./ � f 5 j / --6rl y - i .: .�� f 1 S . fb " : 1- i SC c v ,� r 1 ; L(1►1 L 1 - • I - .r - 71 VP • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Dv • WANG ENGINEERING, INC. .TO No. 0 4 to PAGE OF D BY L4,1 CHECKED BY CONSULTING ENGINEERS SUBJECT TEL: (425)489-0927 FAIL (425)489-0927 • r ''''' ..... • • ^ • - e • • • • • .... ..... "r" • • •: —or". ..... • ... ' 1 .11.14 ..... • .1 7 % ..... .... Ls ... ...... r 1 i s• "ei ..... t. .2 • "=- • • 9 $ • ta , • , • *4- Ci)C 1 •0 • • • • • ..... • • • • • 4 • WANG ENGINEERING; INC. CONSULTING ENGINEERS TEL (425)09 -0927 FAX: (425)09 -0927 r .... ... .. t JOB NO 0 D t L PAGE 10 OP ( DATE / BY M 7 CAS CHECKED BY PROJECT SUBJECT d ea 7 r .1. h .v;b ..., , '... r „Iry ft, ?Ica., �kali'�Ii z Z W • I O 0 co J CO LL W } J . u. 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W O g Q z = � z I- w 2 o U O - O H W • W W -O .z o - I O ~' z December 3, 2003 John Holland 12427 169` Avenue SE Renton, WA 98059 RE: CORRECTION LETTER #1 Development Permit Application Numbers D03 -330 Quach Residence —12253 46` Avenue South Dear John: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Fire, Planning and Public Works Departments. Building Department: (See attached memo) Planning Department: (See attached memo) Public Works Department: (See attached memo) Fire Department: Al Metzler, at (206) 575 -4404, if you have questions concerning the following: Sincerely, encl City of Tuki,via Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1. Please show fire hydrant locations on site plan. 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 sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throujih the mail or by a messenjer service. If you have any questions, please contact me at (206) 433 -7165. Stefania'pencer Permit Technician xc: File No. D03 -330 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 Building Division Review To: John Holland From: Bill Rambo Date: 11/20/03 Re: Permit D03 -330 Quach Residence • Page 1 Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206-431 -3670 An initial Building Department plan review has been completed for the subject project. Please address the following comments with revised plans, specifications, and /or other documentation, that will aid us in processing your permit application. 1. Show on the plot plan, the street elevation and the finished floor elevation. 2. The foundation dimensions at the garage door opening and lateral restraint panels do not match the overall dimension given on the foundation plan 3. The lateral restraint panels at the garage do not meet the prescriptive code requirements for width or tie -down device uplift capacity. 4. At minimum a thickened slab is required for the interior brace walls. 5. The 1s and 2 floor brace walls at the kitchen/bath /stairs can not be offset more than 4 feet from each other. 6. A brace wall or an alternate braced wall panel needs to be placed against the exterior wall opposite the kitchen/bath on the first floor. 7. The floor plan calls for floor joist at 16 inches on center and the framing plan calls for floor joist at 24 inches on center. Please clarify. 8. Provide the TJI manufacturers joist layout with details at joist change of direction for cantilevers and at the stairwell. 9. Joist hangers are needed below the joist for support at the change of directions. 10. E can extend into the setbacks a maximum of 18 inches. 11. Stairway window "F" is required to be safety glazed if it less than 60 inches above the stairway landing. 12. The master bedroom windows "P" do not meet egress requirements as drawn on the plans. 13. Specify the type of interior vapor barrier you will be using per the Washington State Energy code. 14. Please provide the manufacturers installation instructions for the furnace you will be installing to clarify the need for the roof over the exhaust vent on the side of the house. No further comments at this time. • Page 2 City of Tukwila c: \mvdoc s \aeneral\2003- Memos \003- 330.doc PLANNING DIVISION COMMENTS DATE: October 28, 2003 APPLICANT: John Holland RE: D03 -330, Quach Residence ADDRESS: 12253 46 Avenue South Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1. The proposed house does not meet the front and side yard setbacks for the Low Density Residential district. The required front setback is 20 feet and the side yard setback is 5 feet. No extensions into the setbacks are permitted except for 18- inches of roof overhang. The roof extends 24- inches into the side yard setback, and the master bedroom extends out into the front setback. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Lot area, minimum 6,500 sq. ft. Average lot width (min. 20 ft. street frontage width), minimum .50 feet Setbacks to yards (minimum): • Front 20 feet • Front, decks or porches 15 feet • Second front 10 feet • Sides 5 feet • Rear 10 feet Height, maximum 30 feet Off - street parking: • Residential See TMC 18.56, Off- street Parking/Loading Regulations See 18.10.030 • Accessory dwelling unit • Other uses See TMC 18.56, Off - street Parking/Loading Regulations b. the maximum number of residents, either permanent or temporary, at any one time is twelve, c. two on -site parking spaces for the owner and permanent residents and one additional on- site parking space is provided for each bedroom rented to customers, d. the maximum length of continuous stay by a guest is 14 days, e. breakfast must be offered on -site to customers, and f. all necessary permits or approvals are obtained from the Health Department. 2. Cemeteries and crematories. 3. Churches and community center build- ings. 4. Dormitories 5. Electrical substations -- distribution. 6. Fire and police stations. 7. Libraries, museums or art galleries (public). 8. Radio, television, microwave, cellular or observation stations and towers. district. 9. Recreation facilities (public) including, but not limited to, sports fields, community centers, and golf courses. 10. Schools, preschool, elementary, junior and senior high schools (public), and equivalent private schools. (Ord. 1976 §19, 2001; Ord. 1758 §1(part), 1995) 18.10.050 Unclassified Uses The following uses may be allowed within the Low Density Residential district, subject to the requirements, procedures and conditions established by the Unclassified Use Permits chapter of TMC 18.66, Unclassified Use Permits: 1. Landfills and excavations which the res- ponsible official, acting pursuant to the State Environ- mental Policy Act, determines are significant envi- ronmental actions. 2. Neighborhood stormwater detention and treatment facilities. 3. Stormwater pump stations. 4. Water utility reservoirs and related facilities. 5 Sewage lift stations. 6. Water pump stations. 7. Mass transit facilities. 8. Other uses not specifically listed in this Title which the Director determines to be: a. Similar in nature to other uses allowed through the unclassified use permit; b. Consistent with the stated purpose of the district; c. Consistent with the policies of the Tukwila Comprehensive Plan. (Ord. 1865 §6, 1999; Ord. 1816 §1, 1997; Ord. 1758 §1(part), 1995) Printed January 2, 2003 TITLE 18 — ZONING 18.10.055 Design Review Design review is required for developments in a Commercial Redevelopment Area . that propose the uses and standards of an adjacent commercial zone. (See TMC 18.60, Board of Architectural Review) (Ord. 1865 §7, 1999) 18.10.057 Maximum Building Footprint The maximum total footprint of all residential structures located on a lot in the LDR District shall be limited to 35% of the lot area, provided: 1. The maximum footprint is reduced by 0.125% for each 100 square feet of lot area in excess of 6,500 square feet and less than 19,000 square feet; 2. The maximum footprint shall be 4,000 square feet for lots between 19,000 square feet and 32,670 square feet; 3. The maximum footprint shall be 5,000 square feet for lots between 32,760 square feet and 43,560 square feet; 4. The maximum footprint shall be 6,000 square feet for lots over 43,560 square feet; and 5. For lots less than 6,500 square feet in size, the maximum total footprint shall be the area defined by the application of the standard setback requirements set forth in the applicable Basic Development Standards, up to a maximum of 2,275 square feet. (Ord. 1971 §6, 2001) 18.10.060 Basic Development Standards Development within the LDR district shall conform to the following listed and referenced standards: LDR BASIC DEVELOPMENT STANDARDS (Ord. 1971 §4, 2001; Ord. 1758 §1(part), 1995) t rq , ' lion 1 wou LoL Page 18 -25 DATE: PROJECT: PERMIT NO: D03 -330 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS December 2, 2003 Quach - (SFR) 12253 — 46 Ave. South Parcel No. 017900 -0810 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions regarding the following comments. 1. Verify, if lot to the South of your parcel, will be served by the exisitng sewer stub (STA 15 +09) — see plan sheet 15 of 32, As -Built plan no. 3103. 2. If lot to the South of your parcel is to be served by stub in front of your parcel, provide draft copy of Private Utility Easement Agreement & show easement on your plan sheet — see samples enclosed. 3. Allentown Sanitary fee applies to this permit. Sanitary Sewer fee is $9,097.50, until January 31, 2004. 4. Provide, as applicable, additional information on your site plan. See sample plan sheet — enclosed. Include; edge of existing pavement, storm drainage with dry well, water service and meter, sanitary side sewer(s), driveway, power, nearest fire hydrant, etc. 5. Provide note on plan sheet that new driveway shall be constructed, to allow storm drainage along 48 Ave. South to flow without obstruction. Paving of driveway shall be coordinated with City Utilities Inspector in the field. 6. Provide note on plan that sanitary side sewer cleanouts shall be installed to finished ground level. z • Z CC W E J U O 0 U) J wo g a d I- w z � � z I w o w • u j U. 3 ..z w - • I 0 z 7. Undergrounding of power applies to this permit. Show and label power on site plan. 8. Verify cost of each improvement category, on sheet 1 of the plan review and approval sheets — enclosed. 9. Pavement mitigation fee applies to this permit, if existing pavement within 46 Ave. South is open cut. See Pavement Mitigation Bulletin no. 1B — enclosed. DEPARTMENTS: Q'T ?dinvision Public Works ❑ APPROVALS OR RECTIONS: Documents /routing slip.doc 2 -28.02 PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -330 PROJECT NAME: QUACH RESIDENCE SITE ADDRESS: 12253 46 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 after DATE: 07 -20 -04 laefefe permit is issued Fire Prevention Structural ❑ Planning Division ❑ ❑ Permit Coordinator DETERMINATION 9F COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -22 -04 Complete Comments: Incomplete REVIEWER'S INITIALS: PERMIT COORD COPY Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 08 -19 -04 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: uNUIY:a:;aCw: tf�GL��ati5,4f�' +w:1iL: DEPARTMENTS: Buil mg ivis on P Public Works ❑ APPROVALS 0 CORRECTIONS: Documents /routing slip,doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -330 PROJECT NAME: QUACH RESIDENCE SITE ADDRESS: 12253 46 AVENUE SOUTH Original Plan Submittal Response to Correction Letter # X Revision # 1 DATE: 04 -30 -04 Response to Incomplete Letter # after permit is issued /14'' 4 4 1 Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROVING: , Please Route g Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY DUE DATE: 05 -04 -04 Not Applicable ❑ DUE DATE: 06 -01 -04 DATE: ACTIVITY NUMBER: D03 -330 PROJECT NAME: QUACH RESIDENCE SITE ADDRESS: 12253 46 AVENUE SOUTH Original Plan Submittal DATE: 12 -31 -03 Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after /before permit is issued DEPARTMENTS: /41,0C- 1 ^ O f Building Division CI APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 451 Fire i n [4 Public Worksp Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -06 -04 Complete [ Incomplete ❑ Comments: REVIEWER'S INITIALS: PERMIT COORD COPY Plan ng Division Permit Coordinator Not Applicable ❑ 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 ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 02 -03 -04 Approved ❑ Approved with Conditions [7 Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -330 PROJECT NAME: QUACH RESIDENCE SITE ADDRESS: 12253 46 AV SOUTH DATE: 10 -23 -03 X Original Plan Submittal _ Response to Incomplete Letter # _ Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: . Buig(nV15ivis • Pul6c arks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -28 -03 Complete APPROVALS OR CORRECTIONS: Documents /routing slIp.doc 2 -28 -02 PERMIT COORD COP PLAN REVIEW /ROUTING SLIP / 17-- v3 Fire Prevention Q Planning Division Structural ❑ Permit Coordinator Incomplete ❑ REVIEWER'S INITIALS: PERMIT COORD COPY d n"e Pw" 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 R9UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 11 -25 -03 Approved ❑ Approved with Conditions El Not App roved (attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: /Z-3 03 Bldg ti Fire Ping [J PW Staff Initials: �r45. Contact Person Joli111 Ho1lan(i VI Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1 4 . 7 Entered m sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southeenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Dote: / 1(7 4 0 3 Plan Check/Permit Number: D03-330 Response to Incomplete Letter # _,__ ® Response to Correction Letter # 1 .. ❑ Revision # after/before Permit is issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: OUAc L SIDENCE Project Address: 12253 46 AVENUE SOUTH Phone Number Summary of Revision: .9'17 t) / cAp y " • /36'1 /LL) /,v6 6://010 -7 ms s -- . T ,7 _ 1- xd — T E A CL"t altA oil OF ' —TO 3 0 PECtIgt UE331CP X.t s+, VAi..,,, l.^ �i:R:ai t:lw:v.:ru •tY ••,s:l�,i'Lrvi. �;e pia Revision No. ' Date Received Staff Initials Date Issued Staff Initials Summary of Revision: • • Received By: Revision No. Date Received Staff Initials Date Issued Staff . Initials Summary of Revision: Received By: PROJECT NAME: c urfCN ei:14047f/ 0 PERMIT NO:. O3 -33d Site Address: )2Z. 7'54 / /la/ S - -- O inal Issue Date: .. Revision • Date No. ` Received Summary of Revision: Revision No. L I ?- to -oy Summary of Revision: /*/IN►an,Atea) 4.00'1 Revision No. Summary of Revision: Date Received REVISION LOG Date Staff Received i Initials Staff I Date Initials I Issued d A /fSI'CSP i�snit 141/.4..v SeitAie rn ,f C+cll ,C‘•cel/tal• E-r/.44,c to o a.ut Staff Initials Received By: Received By: Received By: a- DAt/,t� 2y (please prim) Date .. Issued � i Uf (1A 4(4- • (please print) Date Issued (please print) please prin (please print) • Staff Initials Staff Initials 07 /o I 4. (-) ci ■if.gal erz f a:h•e , Staff Initials 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 D1 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 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 a -530 � ) Q,9 3 I Contact Person: G/ y Q /J 2 4 Phone Number: ' — Project Name: Project Address: Summary of Revision: ) o Attr r I liekb , Op 1 01 C Alty effi Sheet Number(s): 54.& ( � 3, -e "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: eg M ' Entered in Permits Plus on '7 2e 08/06/03 c: xla>tlw?+Yu+tir'.fl s: ;.v Iz vn�`.a':++...xilrtSu.i S.a,.it:PSC w. L: w.. 4n4i .::n�N:td:�Sikw�:ti3r+a:C.ti+§i ;; . '1;44.6.1' • "•,a Project Name: Project Address: Contact Person: Summary of Revision: Gam.. Entered in Permits Plus on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: J d 4 Plan Check/Permit Number: B-050 Response to Incomplete Letter # esponse to Correction Letter # Revision # / after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner (2253 `1 Atm_ S. / mLGaAi Sheet Number(s): 1/ 2 3 4 C 8 C 2- .40 -15> "Cloud" or highlight all area of fevrsibn including date of revision Received at the City of Tukwila Permit Center by: a Phone Number: 4 2 2 e— 3-.A35- Ad 2-1-e Itre nikWit / PR 3 0 2o PERM r c Ciii) E T 08/06/03 Re siential Sewer Use Certifi :ion (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Purstiant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name st, First, Middle Initial) Property Tax I.D. Number 0/ 71 -/ 0 2 4) - 'OP..l�S'"'� Subdivision Name 'vA 'li Subdiv. # Lot # 2-0 Block # 4- Building Name /� (11 applicable) eP�6i1? s Property Street Address /22-5 3 '5. City, State, Zip S ( t4 -. cW/ e Owner's Mailing Address 7S5 3 .7 4 S. A obove f different from - . / /' « a Owner's Phone Number ('2' x - H' Property Contact Phone Number ( 7- 4)4 ' ) 7 ' Z _ Z" &> Party to be Billed (if different from owner) Party's Mailing Address ..J -- City or Sewer District ''ZJ,L Oa- /9 Date of Connection Side Sewer Permit # Demolition of pre- existing building? E21 es ❑ No Type of building demolished? 5Y4 Sewer disconnect disconnect date? Please check appropriate FXngle-family O Duplex (0.8 RCE per unit) • 3 -Plex (0.8 RCE per unit) O 4 -Plex (0.8 RCE per unit) O 5 or more (0.64 RCE per unit) No. of Units x 0.64 = O Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 For King County use: Account # Monthly Rate Six Month Due tZ3-330 For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissi• - of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Print Name of Owner /Representa ve Ai 7 1ai2-iU 2) White — ing County Yellow — Local Sewer Agency Pink — Sewer Customer 1057 (Rev. 8/01) 'vSG -t4 a: , t Date 1 3 / y s.•; Yi • �lti'!:" '<'45!r^°u'�rvy4vr F.iv1N:t: r..}ry�;..n• fxH.. �.; �.. ...anHG'L-�.. rJ: �1 *"M:f.'tr� . 4• i st • .aF� . TM'IY' .u. 5...:. ;=,.. 1.1.4 LAW A •1 • REGISTERED AS ' PROVIDED BY • 'r'CONST CONT .. GENERAL,.. . REGI ST . # y EXP . DATE ' " CCO1 JNBUIB *961K5 05/25/2006 EFFECTIVE DATE 05/25/2004 J N BUILDERS 143'10 4TH AVE SW BURI N- WA-_ 98 66' ' E_ S>gq;�tu c . � • re Issu d by DEPARTMENT JOF' .ABOR:AND INDUSTRIES AFFCONT 1/13/00 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON ) ) ss. COUNTY OF KING CITY OF TIi VILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 C jic(k , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. t..2, , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. APPLICANT residing at c==.9e,e(2( Signed and sworn to before me this day of b { Name as commissioned: My commission expires: County. Lj 4, j C -/5 - U(o H -4 ,20 . NOTARY PUBLIC in and for the State of Washington, kCa:: t' aw: fhc tX; Rjily :.;?Yidilfd'.+'itnL ±rtiz..'sG ci;hl�l:ae.tixS1� 18.27.090 Exemptions. This chapter_Vall not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; • r. :, 15. Any person who engages:in the a.. tivities herein regulated as an employe of .c,regi$tered contractor with wages as his sot i✓ corilper ,sationia c 16. Contractors on highwayi5roje:ts -who have been prequalified as required by%phapter.13 .of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. . ;, a a ash wcsta • wa« z w re 6 J U 0 0 MI w 2 w ? W d = W z � I— 0 w ~ uj U O - 0 )- w L I O iui - I H z 1- / 0R TH CORRECTION OW _.....I i r V...001) 41/43,00 • . s v f4 � / \‘`` 3.a.00 " -- 0 - : vo /icy:75' tr.7. 11 44' p.f.--56/?/,P 9hAJ7V(QAJ Etztt-ie 4 Lor 713 .0 Oi7 Q3.'O-oi- V,' tJo rxt pv w P Bewt D 45 it epaeoP l oam: ,,i46.cv l.*? / (41issctY S /*AI.L 440.4i sTO* VlT.e.,) 711• 4•19‘. ••.- 5+++err :W.04/N.o-eyt ,444,v•7 'jA. co 7'e C •w,- W 1 Oa' P 4'/ A ' s 44 / 1 0 4 0A 4 - . � .a7RDi OvaT,� ,d i*� ek/rIf Ora ,' �� ,rte s• ,�.v � l,� , 8 ". He4,11 04-p4oroA) nr-o. .11 ". j Ik.q.e " p1, �"i tirf! 5 /fi: /2253 � < ?vL°. 771,k''h rws.V. voice e.49 N 774Gr D _nfta ga.nq4-Al zoc, 2- ; Oei i± Gt1-1- '2010 9s - 21 6e w k ...• t:. t - f/'N ez s :i 4.d o Praia PI-4": '. 4 U /77q4,4r Pair S E _sts�fs, {/' J X D ' 5147* tor 400 ' � � /F NND� cc- � / I f :20 44eLoolvz rydrit/ #42 340:0 * I)03 - 3 . 3ic ....'g P•' !: "o"'.r,- -- �7'1+� ►�,. v - , '" '- - 'T"'_�""'.�'.. oe•-• . ••.. • t : ,( , `p a AI j / ! ;... l • ,i`c �•• -' //7 - w d. 7c tie a _. • fhese p1 Works D City scan omissions adopted s for the a • • have been reviewed by the Public r artment for conformance with current - Ards. Acceptance is subject to errors and . v do not authorize viola 'ons of ndards or ordinances. The onsibility quacy of the design rests to all i h h designer. editions, deletions or revisions' to these drawings er this date will void this acceptance and will uire a tt�al of revised 4rawings � for subsea nt app- Final ante is subject to field inspection by the Public Works utilities inspector. Date: By: 4:422± • y wt t e 1 1 1 1 i 46 7Z 4 u4. 1 1 1 1 1 i 1 1 1 1 /41./..,,A i t, ,p /twit • vq&cpf Fisxxii.A) 2)03 - 33d • 1 /41 "0 %, 0 414 10 ?)/0-46 . 404/5 .5/40 e) tee A ..)-?/ D4 Af(S) sibleesvorrizex Fr77#70---5" • eV? Pd Ds 72 f./o#! . 7r• CoA," 5 -71-7?ei 4-17eirAl. po vor Ccg pr-f-ouc 44 7" F pc/t 41? . /'7/AI i poderacsobs — . #4#tir s tOiKwitlEf 71 isf i(,R/77.tiz:7 "41PPRovx wI i t t voiLS C / 4-7/ V e • ' • • • • PO • .1 I. 1.1t,43, 4 Fig 0 • 014 P ,10 0 00 ,41r" 1111110mirse. wawaraymb 117. plea Am. air. 4111111111111111111b ■••11101111P • 4.100..407 . 4 4 • • ' -•••• •••, aro . • .••• • • • • • .• • •••••• ,•••• $••.• - e-•- • • • ' FILE aapy Penult No. , 217343 Pim review approval is subject to errors and omons. Appro.* d construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is adcnowiedged: Dy oat r/1 City of 'Tukwila BUILDING DIVISION Origagel No changes iihdl be mole to the scope of work without prior approval or Tukwila Building Division. 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RECEIVED IT/ OF TI WWII A CORRECTION LTR# • At •••••••k7. • •.. • - +i4r T '0.: ••••r ^i..AV ►..:..•..-t.,..0 l aMiark or•tr •r• •••••■•■• rar. r • 6iKetve ■•••■••••■ 44. ••■■••••••■ ••■ - 11 .ArrualriLriii ars • -to • to 1 e,R 77 aAi valawamossasmiatamasN••••••••••INNNIIIIIIIIIIIINS012•1111fflawarL 1. °. • • • 1>o • • RECEIVED flF it /KM A DEC 3 1 2003 T CENTER • , • '411: • VI • 0 . 06 . - , • 4••• • .• ^ • • 4 i p • • p •. , • I, • • '1 • • • • • • • t • •tom/•..r•••••r -..•. e • 1 • • • •0.0•■•••• • • • •..•...•••• • I • • r -_ • • • • • ••••••••••••• l...• • 111111111111 111111111111 i IIIMNM MM MO IMMO d11110011 AIM t 4 1, �► 77x,-n _ L I # • It 64.-12 beo 4 . • • r • • • • .-.. yr • ._es. .....••••■ ..ip.o.l... am* . .4.•.a.• +.li•ip • d • • A • • v I •r I I 'if luoic 60444.0r~ t„ w ,. .r� /. • • to a IVO: WOO .S0 3% WA ttovv.A .•••••I• . ...1• ..r. • i • • a r R• • • ---wag 411;7 • • • • a •• • • M 6i • • 1 ^.IN OF TI WWII A DEC 3 1 2003 • w r 'ERMIT CENTER RECEIVED • a3 •3 3� • 0 s 2 r I ' r • • • • • • • ti Q k • • • •. • .. e. 1 • • 1 • 4 V • '• , f I .. • • fa • • • • I • • • tap • t .. • • • • • Wolf, may nerd t c,• br J, iu ',' at at' anole to minimize! split t a,w he.Arici 1.4;0 r • • 1' /e I imberbt rario ' l t,t or T j -St r .rim boarI • ienporary stmt lines (k4 minimum) for otabilIty fu risA • r',, efF4 W 15 jet t: . e on_c o*S eft rttAximism r TJV : ottet O joie :' : & • off, center rnalornfiti V regit at oa6it ost • = t ! r 2 - N (?Sr) nada, R>i omen (bed WAS' wt',;6 0 • • •. Ion f►•W harfor • • *Mb 1 an.r• afe required if tine side's of the hanger oc not 1s1 rplfiy support the ' r. tap fist g • 4410roilarn Paryram0 Pte.: of , Tirrrter9trat One 10d (31 IN»k 12ct (3 ") tvg nail each ride of 1 J,` gist at bearing, 1 minimum from end to minimize . *pitting (typical) • • ' r r , • • . TIMBERSTRAND ISI RIM BOARD r WEU STIFFENER ATTACHMENT 1:2?)/GAL Sfl4W FLeo2 SY�/JMi S , M • a- • • • Brides or mid-span blocking is not required but may enhance floor performance if properly instated 'Atei.1* +Gat a1 page 15d t *Iv** wet, ho . ,and -r a ,orgid 4 1 0 % Stip2ort • • (1) Web stiffener rttaterial shall be i hiPkathing meeting the weri.ifennortts of PS 1 or PS 2 with face grain vertical . (2) 2x4 construction greed* or better 1k1Kii JA N 3. 0 20 NS WO T,0 ti • • • • 11: • JO.Ste5 must be laterally supp 'rte I cantilever and end bearing' by Sa..1 414 panels hangers or direct att,a( hrnt , to rim board • r rim joist DEC 3 1 2003 51t,1046 10 rrvowa++ -,tea note, • -r h PERMIT CENTEF RECEIVED CITY OF Tt JKWJI A • b JOISTS Gar -t_ • 1 1? 1 n aft N*t . Z • .• CORRECTION LTR#A.' • A. o :1P � • .!1 11` ' Zo4 W i'C i‘fet r ea:;t1 ottele ricin• • • 4 • Ir • • ti • •• • • • • VII I GENERAL HABITABLE SP,4CE (ROOM) is space in a structure for living, sleeping, eat- ing or cooking. Bathroo'us, toilet compartments, Closets, halls, storage or utility space and i;nilar areas, are not considered habitable sauce. Section 209, UI3C 1. Ceiling Heights. Habitable space shall have a ceiling height of not less than 7 feet p inches,'except as otherwise permitted in this section. Kitchens, halls, bathrooms, and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling. Where exposed beam ceiling members are spaced at less than 48 inches on center; ceiling height shall be? measured to the bottom of these members. Where ex- Posed beam ceiling members are spaced at 48 inches or more on center, ceiling height shall be measured to the bottom of the deck supported by these mem- bers, provided that the bottom of the members is not less than 7 feet above the floor. If any room in a building has a sloping ceiling, the prescribed ceiling height for the room is required in only one -half the area thereof. No portion of the room measuring less than 5 feet from the finished floor to the finished ceiling shall be included in any computation of the minimum area thereof. if any room has a furred ceiling, the prescribed ceiling height is required in two - thirds the area thereof, but in no case shall the height of the furred ceiling be less than 7 feet. Section 310.6.1 UBC. LIGHT, VENTILATION AND SANITATION EXTERIOR OPENINGS for natural light and ventilation shall open directly onto a street or public alley or a yard or court located on the same lot as the building. for the purpose of determining light and ventilation requirements, any room may y be considered as a portion of an adjoining room when one -half • of the area of the common wall is open and unobstructed and provides an :opening of not less than one-tenth of the floor area of the interior room or 25 sy :care feet, whichever is greater. Section 1203.1, LIBC. • • • • • M • • .. • •I • • • • • Light. Cuest rooms and habitable rooms within a dwelling unit shall be ' provided with natural light by means of exterior glazed openings with an area net less than one tenth of the floor area of such rooms with a minimum of 10 • squire feet. .Kitchens may be provided with artificial light. Section d203.?, UBC. 3. Ventilation. Guest rooms and habitable rooms within a dwelling unit shall be provided with natural ventilation by means of openable exterior openings 'with an area of not less than one twentieth of the flour area of such rooms with a minimum of 5 quarc feet. In lieu of required exterior openings for natural ventilatiun,•a mechanical ven- tilation sys:em may be provider. Such system shall be capable of providing two air changes per hour in guest rooms, habitable rooms and in public eorri- 'durs with a minimum of 15 cubic feet per minute of outside sir per occupant during such time as the building is occupied. Section 1203.3, UBC. 4. Range & Dryer Vents. Ducts used for domestic kitchen range ventilation and clothes dryers exhaust shall be of metal and have smooth interior sur- faces. Ducts shatl be substantially airtight and shall comply with the provi- sions of Chapter 6, UMC. Exhaust ducts shall terminate outside the building and be equipped with back draft dampers. Section 504.2, 504.3, UMC. 5. Moisture Exhaust Ducts. Moisture exhaust ducts for domestic clothes dry ers shall terminate on the outside of the building and sha!l be equipped with a back -draft damper. Screens shall not be instilled at the duct termination. 'Ducts for exhausting clothes dryers shall not be connected or installed with .sheet metal screwy or other fasteners which will obstruct the flow. Clothes dryer moisture exhaust dints shall' not. be connected to a gas vent connector, gas vent or chimney. Clothes -dryer moisture exhaust ducts shall not extend into qt through ducts or plenums. • • Length Limitation. Unless otherwise permitted or required by the dryer manulcturer's installation instructions and approved by the building of ficial, domestic dryer moisrsrfs exhaust ducts shall not exceed a total com- bined horizontal and vertical length of 14 feet including two 90-degree elbows. Two feet shall be deducted for each 9O-degret elbows in excess of two. Sections 504.3.1, X04.3.2, UMC. • • • • S. 6. Water Closet Space Requirements. The water closet stool in all occupancies 'shall be located in a clear space not less than 30 inches in width, with a clear space in front of the stool of not less than 24 inches. 7. Tub & Shower Walls. When gypsum is used as a base for tile or wall panels for tub, shower or water closet compartment walls, water - resistant gypsum backing board shall be used. Regular gypsum wallboard is permitted under tile or wall panels in other wall and ceiling areas when installed in accordance with Table 25 -G, UBC. • Water- resistant gypsum board shall not he used in the following locations: a) b) c) • • r r .•• -..r •••• FOUNDATIONS Over a vapor retarder. ' In areas subject to continuous high humidity, such a9 saunas, steam rooms or ang shower rooms. s On ceilings where frame spacing exceeds '12 inches on center. Section 1512, UB able to the building official. • • • • -,. •••••••••••••• -.M __- . .. t •••• .w. •i. • ..••••• • • w 1 • • • • ' .7 r" .. • • he a te ed with ut . uthocization Erom the Building Official. he a • roved • laps are re •wired to be on the ob ice ,section 106.4.1, X06.4.3 UBC N . i t • • 'AN flirt 'f • • • �►^" . • • • r • • • •• • roved plansAhal1 not ke changed, modified or • 8. Foundation and Lateral Pressures. The allowable foundation and lateral pressures shall not exceed the values set forth in Table 18 -I -A unless data to substantiate the use of higher values are submitted. Table 18-I-A may be used for design of foundations on rock or nun - epansive soil for Type V buildings which do not exceed 3 stories in height or for structures which have continu- ous footings having a load of less than 2,000 pounds per lineal foot and iso- lated footings with loads of less than 30,000 pounds: Allowable bearing pressures provided in Table IS -( -A shall be used with the allowable stress design loadcombinations specified in Section 1612.3 UBC.• 9. Slope Limits. Cut slopes for permanent excavations shall be not steeper • than 2 horizontal to 1 vertical and slopes for permanent fills shall be not steeper than 2 horizontal to 1. vertical unless substantiating data justifying steeper . - slopes are submitted. Deviation From the foregoing limitations for slopes shall be permitted only upon the presentation of a soil investigation report accept- , • • 10. Setbacks from Scopes. Foundationsetback. from ascending and descend- ing slopes shall comply with Section 1806.5 UBC. • R • • 11. Footing Dimensions. Minimum requirements for foundations,. inc uding exterior concrete pads. (Table No. 18-1 -C, UBC) .,12. Minimum Foundation Wall Reinforcement and Foundation Sill Anchor- age Requirements. (Table 18 -[ -E, attached) Ro RJ 4 r Oft ASTM A gADe-7_4 = 4-C� Ps r .` � c 4( o, o 0o p s I .� • • Sit) bolt diameter and spacing forthree-story raised wood door build ings shall be specifically designer! �* • Plate washers a minimum of 2" x 2" x 3/16" thick shall be used on • each bolt. section 1806.6.1 UBC. r • • 13. footings and Foundations. Footings and foundations shall be constructed of masonry, concrete or treated wood in conformance with Division II and shall extend below the frost line. Footings of concrete and masonry shatl be of solid material. Foundations supporting wood shall extend at toast 6 inches above the adjacent finish grade. Footings shall have a minimum depth as mdi- cated in Table 18 -I -D, unless another depth is recommended by a foundation investigation. 14. Stepped Foundations. Foundations for all buildings where the surface of the ground slopes more than 1 foot in 10 feet shall be level or shall be stepped so that both top and bottom of such foundation are level. Section 1806.4, UBC. 15. Pots or Poles. Construction employing posts or poles such as columns embedded in earth or ethbedded in concrete footings in the earth may be used to resist both axial and lateral loads. The depth to resist lateral loads shall be determined by means of the design criteria established herein or other meth- ods approved by the building official. Section 1806.1 UBC. • • 16. Pier Footings. Individual concrete pier footings shall project minimum of 8 inches above exposed ground unless the columns or posts are of approved wood of natural resistance to decay or of treated wood. Section 2306.5, UBC. • • • t . • •• • • • • • • • • • • I • 17. Column and Posts Supports. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in base- ments and which support permanent structures shall be supported by con- crete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6 inches above exposed earth and at least 1 inch above'such floors Section 2306.5, UBC. • 18. Under Clearance & Access. When wood joists or the bottom of wood structural floors without joists are located closer than 18 inches (457 mm) or wood girders are located closer than 12 inches (305 mm) to exposed ground in crawl spaces or unexcavated areas located within the periphery of the building foundation, the floor assembly, including posts, girders, joists and subfloor, shall be approved wood of natural resistance to decay as listed in Section 2306.4, UBC. When the above under -floor clearances are required, the under -floor area shall be accessible. Accessible under -floor areas shall be provided with a minimum 18 inch -by -24 inch (457 mm by 610 mm) opening unobstructed by pipes, ducts and similar construction. All under- floor access openings shall be effectively screened or covered. Pipes, ducts' and other construction shall not interfere with the accessibility to or within under -floor areas. • . Section 2306.3, UBC. 19. Crawl Space Ventilation. Crawl space ventilation, minimum net area of ! 1 square foot for each 150 square feet of under floor area, openings shall be located as close to corners as practical and shall provide cross ventilation. The openings shall be covered with one - quarter inch corrosion resistant wire mesh. Section 2306.7, UBC. 20. Dampproofing Foundation Walls. Foundation walls enclosing a base - ': ..• anent below finished grade shall be dampproofed outside by approved meth- ods and materials. Section 1402.4, UBC. n • • • • FRAMING • • • • • �► • • ••• • 4 • • • '''"'"• ••.. •••••MM +..•s•••...• .wN•Ib r..I•Vl S "ftis • r • • R! • • • 4• ' a 21. Quality &Identification. All lumber, plywood, particleboard, structural glued- laminated timber, end - jointed lumber, fiberboard sheathing (when used structurally), hardboard siding (when used structurally), piles and poles regu- lated by this chapter shall conform to the applicable standards or grading rules specified in the UBC and shall be so identified by the grade mark or a rerrifi- gate of inspection issued by an approved agency. • All lumber, timber, plywood, and poles required to be Treated Wood under Section 2306 shall be identified by the quality mark of an approved inspection. - Section 2104.1 UBC. .Z. Frame Nailing. Frame nailing to be in compliance with Table No.23-il-B- S i UBC attached. r•• • • • w • r • • • 23. Girders Entering Masonry or Concrete Walls. Ends of wood birders en- tering masonry or concrete walls shall be provided with a t/2 inch (12.7 mm) -air space on taps, sides and ends unless approved wood of natural resistance to decay or treated wood is used. Section 2306 b, UBC. 24. Foundation Cripple Walls. Foundation cripple walls shall be framed of ' studs not less in size than the studding above with a minimum length of 14 inches, or shall be framed of solid blocking. When exceeding 4 feet in height, such walls shall be framed of studs having the size requirements for an addi- tional story. Solid blocking or plywood sheathing may be used to brace cripple walls having a stud height of 14 inches or less. Section ?i20.11.5, UBC. 25'. 'End Searing. ,Wood member end bearing shall have sufficient bearing' area based on allowable values for compression perpendicular to grain per the supplement to the 1991 edition a i • I esi n Tables 2A, 4A, 48, 4C, 4D, 4E, 5A, 5B and 5C. conventional construction: the ends of each joist shall have not less than 1. 1/2 inches of bearing on wood or metal, nor less than 3 inches on masonry except where supported on a 1 x 4 ribbon strip nailed to adjoining stud. Sec- tion 2320.8.2, UBC. • • • r•- S • • • • I MUILDING • • • -♦ • ■•••• - • • • • • . • •.y i A Pi)lcOv t) � 4 I•' .Any/ DivtsloN 3 AS iii • 4 • . •,7 • • ,. • • U RECEIVED CM OF TUKWILA OCT 2 3 2003 PERMIT (ENTER z . • . r y .�✓� • : ^i.••• ••• • •••••• •• • 1:. ^o` /r" " .YMOti•'I • 4 4 • I, r .. al • a . ., • • •• , • - • • • • p S 9 IV • - '4 I i 4 i J p 26. Supporting Bearing Partitions. Supporting bearing partitions perpendicu- lar to Joists shall not be offset from supporting girders, walls, or partitions more than joist depth. joists under and paralk! to bearing partitions shall be doubled. Section 2320.8.5, UBC. 27. Cutting, Notching and Boring. Notches on ends of rafters and ceiling joists shall not exceed one - fourth of the depth. Hiles bored in rafters or ceiling 1oists shall not be within 2 inches of the top or bottom, and their diameter shall not exceed one -third the depth of the mem- ber. Notches in the top or bottom of the joist shall not exceed one-sixth the depth and shall not be located in the middle third of the span. Sections 2320.12.4, UBC. • In exterior walls and bearing partitions, any wood stud may be cut or notched • to a depth not exceeding ?5% of its width. Cutting; or notching of studs to a depth of 40°0 of the stud width is permitted in non- bearing partitions. Section 2320.11.9, UBC. Manufactured glue laminated beams may not be notched, cut or bored with- out submission and approval of substantiating calculations from a Washing- ton State licensed Structural Engineer Notches in sawn lumber beams shall not exceed one -sixth the beam depth of the member and shall not be located in the middle third of the span. Notches at the ends shall not exceed one- fourth the team depth. The tension side of sawn lumber beams of 3 1/2 inches or greater thickness shall not be notched except at the ends. NDS4991. 28. Bridging, crossbracing per Section 2320.11.8. Solid blocking over bear- inc; partitions, walls, and beams. Section 2320.12.8, UBC. • • 29. Fireblocking. FireHoch-ing shall be provided in the following locations: A. In concealed spaces of stud walls. including furred spaces, at the ceiling and floor levels and at 10 foot intervals horizontal and vertical. Also see Siction S03, Item #1. all interconnections between concealed vertical and horizontal spaces such as a i soffits, shower and tub enclosures: and drop or cove ceilings. C. • In concealed spaces between stair stringors and at top and bottom of the run and between studs, along and in line with the run of stairs if the walls under the stairs aroo unfinished D. In openings around vents, pipes, ducts, chimneys, fireplaces and simi- lar openings that afford a passage for fire at ceiling and floor levels, with noncombustible materials. E. At openings between attic spaces and chimney chases for factory -built chimneys. Where wood sleepers are used for laying wood flooring; on masonry or concrete fire - resistive floors, the space between the floor slab and the underside of the wood flooring shall be filled with noncombus- tible material or fire blocked in such a manner that there will be no open spaces under the flooring that will exceed 1(00 square feet (9.3, m?' in area and such space shall be filled solidly under all permanent partitions so that there is no communication under the flooring be- tween adjoining rooms. EXCEPTIONS: 1) Fire blocking need not be provided in such floors when at or below grade level in gymnasiums. 2) Fire blocking need be provided only at the juncture of each alternate Pane and at the ends of each lane in a bowling facility. Fireblock Construction. Fireblocking shall consist of 2 inches nominal lum- ber, or two thicknesses of I -inch nominal lumber with broken lap joints, or one thickness of 23/3 -inch wood structural panel with joints backed by 23/ 32 -inch ward structural panel or one thickness of 3/4 inch type ? - particle board with joints backed by 3/4 -inch type 2 -tit particle hoard. Fireblocks may also be of gypsum board, cement fiber beard, batty of blankets of mineral or 11ss fiber, or other approved materials installed in such a man- ner as to be securely retained in place. Loose-fill insulation materials shall not be used as a fireblock unless specifically tested in the form and mariner in- tended for use to demonstrate its ability to remain in Place and to retard the spread of fire and hot gases. Section 708.2.2, UBC. 30. Post-Beam Connections. Where post and beam or birder construction is used, the design shall be in accordance with the provisions of this code. Posi- tive connection shall be provided to ensure against uplift and lateral displace- ment. Section 2314, UBC. 31. Flooring. Structural suhflooring, plank Flooring, and combined subfloor underlavment fluor systems shall comply with Section 3320.9, UBC. 32. Wood stud wall ftaming for size, height, and spacing. Section 232U.11.1 and Table No. Z34VdSl3, UE3Cattached. 33. All exterior walls and main cross stud partitions shall be effectively and thoroughly braced. Sections 2320.11.3 and Table 23-lVC4, UBC attached. 34. Manufactured Roof Trusses A. 'Trusses. Stress analysis and drawings /details shall be stamped by an approved State of Washington Registered Engineer. (Drawings /de- tails shall be on job site for framing inspection). • Pre- manufactured trusses shall be identified by manufacturer's stamp. • Girder and field identification of light metal plate connected trusses is required. Information branded, marked, or otherwise permanently affixed to each truss shall contain the following: 1) identification of the truss manufacturing 2) the design load; and 3) the truss spacing. company; Engineering data and details shall be approved by the building official before any- field cuts or truss alterations. • All roof trusses shall he so framed and tied into the framework and sup- porting walls so as to form an integral part of the whole building. Roof trusses shall have joints well fitted and shall have all tension members well tightened before any load is placed upon the truss. Diagonal and sway bracing; shall be used to brace all roof trusses. B. Girder and Field Assembled ?cuss. Engineered stress analysis and detail shall be submitted to building division for approval. C. Use approved/applicable truss support hangers. Sections 2321, UBC. 35. ShearWall Requirement in Seismic Zone 3. Sill plates and framing mem- bers receiving edge nailing for shear walls exceeding 350#/ft shall be 3X nomi- nal DF members. A.B. requires 7" min embedment. Use a min. 12" bolt to ensure compliance. UBC f=ootnote #3 Table 2.3- [I -1 -1. 36. Rafters. Rafters shall be nailed to adjacent ceiling joists to forma continu- ous tie between exterior walls when such joists are parallel to the rafters. Where not }parallel, rafters shall be tied to 1 -inch by 4 inch (nominal) minimum size cross ties. Rafter ties shall be spaced not more than 4 feet on center. Section ?32U.1''.6 UGC. ... 37. Roof sheathing. Roof sheathing shall be in accordance with Tables 23 -II- F•1 and 23- [( -F -2 for wood structural panels and Tables 23- [I -D -1 and 23 -II -D- 2 for lumber. Suction '?32U.12.9, UBC. 38. Wood Exposed to Weather. All wood exposed to weather, such as wood used for deck Framing including decking, railings, joists, beams, and posts shall be pressure treated or of wood with natural resistance to decay. Section 2 306.12, UBC. 39. Guardrails. when decks, landings, stairs, ramps or porches are more than 30 inches above grade, the building shall be protected by a guardrail not less than 36 inches high with intermediate members spaced such that a sphere 4 inches in diameter cannot pass through. Guardrails to be designed to with- stand a horizontal force of 20 pounds per lineal foot when applied at a right angle to the top of the railing. Section 509, Table 16-B, UBC. 4U. Decks. Desks inches or more above grade require a hermit. All decks must he desined and constructed in accordance with UBC Table 16-A LInd Sections 2304 through 2.313. 41. Application of root covering materials shall be in accordance with Section 1507, UBC. 42. The net free ventilating area of enclosed rafter or attic spaces shall be not less than 1 /150 of the area of each space to be ventilated, except that the area may be 1/300, provided that S0% of the required ventilating area is located at least 3 feet above eave or cornice vents with the balance being provided by the eave or cornice vents, or if a vapor retarder not exceeding a I perm rating is installed on the warm side of the insulation. The openings shall be covered with corrosion- resistant metal mesh with mesh openings of 1/4 inch in diam- eter. Section 1505.3, UPC 43. Reserved. 44. Attic Space Access Opening. Attic spaces with 30 inches or more vertical height shall be provided with an access opening 22 inches by 30 inches. The opening shall be located in a corridor, hallway or other readily accessible loca- tion and have at least 30 inches head room. Section 1505.1, [,'BC. - . . . • • • EXTE:IZIOR WALLS 45. Exterior Wall Coverings. Etcrior wood stud walls shall be covered on the outside with materials and in the manner specified in Section ?31t), UBC. 46. All-weather exposed surfaces shall have a weather- resistive barrier to pro- tect the interior wall covering. Section 1402, LJBC. 4 7. Anchored veneer shall comply with the previsions of Section 1403.b, VBC. 48. Veneer shall support no load other than its OWT1 weight and the vertical dead load of veneer above. Seition 14U3.4.1, UI3C. 49. Masonry shall not be supported by wood members except e s provided for in Section 2307, UBC. GARAGF• 50. Provide an occupancy separation between the residence (Group R, Divi- sion 3 Occupancy) and the garage (Group U, Division 1 Occupancy) with ma- terials approved for 1 -hour firs- resistive construction on the garage sicie. Sec- tion 302.4 exception 3, CJF3C. Garages and carports with uses above shall have 1 -hour protection for both ceiling and structural members. Section 302.4, UBC. 51. Doors betwee'n the garage (Group U, Division 1 Occupancy) and resi- dence (Group R, Division 3 Occupancy) shall be self closing, tight fitting, solid core door 1 - /S inches in thickness or a self closing tight fitting; door having a firs protection rating of not less than 20 minutes. Section 302.4, UBC. 52. In areas where motor vehicles are stored or operated, floor surfaces shall"'" �;IL.Di � fl11,';s:��: be of noncombustible materials or asphaltic paving materials. Section 31'.5, 53. An occupancy tzeparation need not Z,e provided between residence (Group R, Division 3 Occupancy) and a carport (Group Division 1 Occupancy) hav- ing no enclosed use abbove, provided the carport is entirely open on two or more sides. Sttior) 30'.1, CUE'. MEANS OF EGRESS /1 hs of c� s is an exit sy5tem than pruuidc contrrruous, unobstructed and undiminished path of twit travel from any occupied point in a building or structure to a public way. Such means of egress system consists of three separate and distinct elements: F. .• • I The «tit access. 2. The alt. and 3. The exit di,chare. PUBLIC WAY is any strut, elley, or similar parcel of land essentially unobstructed from the ground to the sky that is deeded, dedkated or otherwise permanently appro- priated to the public for pubic use and having a clear width of not less than lOfrrt. Section IDO ?. CIBC. 54. Exterior Exit Door. Buildings or structures used for human occupancy shall have at least one exterior exit dour with dimensions of 3 feet by 6 feet, inches. Section 1003.3.1.3, UBC. 55. Basement and Sleeping Room Exits. Basements and every sleeping room shall have at least one operable window or exterior door approved for emer- gency escape or rescue. Escape or rescue windows shall have: • A minimum net clear opening of 5.7 square feet. • The minimum net clear opening height dimension shall be 24 inches. • The minimum net clear opening width dimension shall be 20 inches. • Where windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44 inches above the floor. • Rescue or escape windows located below grade shall have a window well complying with the following: 1 The clear horizontal dimensions shall allow the window to be fully openeJ and provide a minimum accessible net clear opening of 9 square feet, with a minimum dimension of 36 inches. 2. Wells with a vertical depth of more than 44 inches shall be equipped • with an approved permanently affixed ladder or stairs that are ac- cessible with the window in the fully open position. The ladder or stairs shall not encroach into the required dimensions of the win- dow well by more than 6 inches. Section 310.4, UBC i.. •r• e' • 9r • •40 .:.= z..., ;AK. y.. .,•.- , t• •. 1. • CITY GF TU FALA APPROvtt) 3 0 20x4 J AS ititH W • •• •r 0 1 • r S6. Third Floor Egress. Where the third flor within an individual dwelling unit exceeds 500 square feet, access to two exits need to be provided from that floor. Sec Section 1004.2.3.2 Exception 4, UL3C. NOTE: .If the finished floor level directly above a uwbie or unused under floor space is more than 6 feet above grade s defined herein for more than 509 of the total perimeter or is more than 12 feet above g'ade at any point, such usable or unused under floor shall be considered as a story. Section 220, UBC. . .• 57. All corridors serving an occupant load of Ivss than 50 shall not be less than 36 inches wide. Section 1005.3.9.2, UBC. 58. All rooms comprising a dwelling unit (res;dcnce) shall have access through an interior door to other parts of the dweflirs unit. IKCC, Section 21A.06.345. 59. Door Landing. A floor or landing is req:iired on each side of an exterior door. The door may open at a landing that is not more than R inches lower than the floor level, provided the door dues not swing over the landing. The landing; shall be 36 inches in length minimum Section 1003.3.1.6 and 1003.3.1.7 URC. MECHANICAL SYSTEMS This section applies to solid fuel bunting appliances, which include furnaces, airtight stoves, fireplace stoovve, room beater /fireplace stoves, factory -built �� f ircplaccs, and fireplace inserts. 60. Unless otherwise adopted by all solid fuel - burning appli- ances shall comply with the provisions of Section 304, UN1C. • ' , Stoves. V'ood skives shall be a roved by the building official for 61. l�ti c nd approved safe use or comply %%'ith applicable nationally r& COgni7ed standards as evi- �' denced by the listing and label of an approved agency. + Listed appliances. The installer shall leave the manufacturer's installa- tion instructions attached to the appliance. Clearances of listed appli- ances from combustible materials shall be as specified in the listing or on the plate. rating Section 302, UMC. . 62. Masonry Fireplace Installation. For provisions regarding the installation of masonry fircpldces1 ref. Section 3102, UBC and VIAQC 402.3. HEATING SYSTEMS •• O. Each dwelling unit shall be provided with heating facilities capable of main- tavung•70 °T at a point 3 feet above the fluor in all habitable rooms when the outside temperature is as set forth in Section 302, WSEC, Section 310.11, U13C. ., •...M••.er9.wR1M• ♦..' .asordear 4411•.MM74.NJ• RIB I . • ate•-' ••r• t 64. All furnaces shall be listed and labeled by an approved agency and in- stalled to listed specifications. Section 302,310 UMC. LOCATION b5. Installation Per Listing. Appliances intended for installation in closets, alcoves, or confined spaces shall he so listed. Section 304.2, UMC. 66. Prohibited Location. No furnace shall be installed in a room used or de- signed to be used as a bedroom, bathroom, closet, or in any enclosed space with access only through such room or space, except direct vent furnaces, en- closed furnaces, and electric heating furnaces. Section 304.5, UMC. 67. Clearances. Furnaces within compartments or alcoves shall have a mini- mum working space clearance of 3 inches along the sides, back and top with a total width of the enclosing space being at least 12 inches wider than the fur- nace. Section 304.7 UMC. 68. Liquefied petroleum gas burning appliances shall not be installed in a pit, basement, or similar location where heavier4han'air gas might collect. Ap- pliances so fueled shall not be installed in an above grade under floor space or basement. Section 304.x, UMC. 69. Attics & Crawl Space. Furnace installations in attics or crawl spaces shall comply with Section 307.3, UMC. i0. Support. Appliances designed to be in a fixed position shall be securely fastened in Enlace. Supports for appliances shall be designed and constructed to sustain vertical and horizontal loads within the stress limitations in The build- ing code. Section 308, UMC. • • • 71. Garage Location • A. Appliances installed in garages or other areas where they may be subjected to mechanical damage shall be suitably guarded against such damageby being installed behind protective barriers or by being elevated or located out of the norrnal path of vehicles. Section 304.9, UMC. i2. Fire dampers need not he installed in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, IJIV1SIOn 3 Occupancy) from a garage (Group U, [division l Occupancy), provided such ducts within the garage are constructed of steel having a thickness not lass than 0.019 inch (No. 26 galvanized sheet gauge) and have no openings into the garage. Section 302.4, UIJC. VENTING AND COMBUSTiON AII'. 73. All fuel burning; equipment shall be provided with combustion air and meet the provisions of Section 70?, UMC. Appliances located within the build- ing envelope shall obtain combustion air from outdoors. Section 703, UMC. Heating equipment located within the Building Envelope shall be thermally isolated from the heated area. NOTE: )3uilding Envelope. The elements of a building; which enclose condi- tioned sviices through which thermal energy may be transferred to or from the exterior. Section 201, WSEC. 76. Vent connectors shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such manner as to maintain the clearance to combustibles per Section 815 and Table 3 -C, L'ti1C. 2 77. Type 13 or 11¼. Type B or BW gas vent shall terminate as follows: • • 1. Gas-vent caps having; an internal diameter greater than 12 inches shall terminate not less than 2 feet above the highest point where the vent passes through the roof and not less than 2 feet above or 10 feet away from any portion of a building which extends at an angle of more than 45 degrees upward from the horizontal. 2. Gas -vent caps having an internal diameter of 12 inches or less shall terminate at least 2 feet above or 8 feet away from any portion of a building which extends at an angle of more than 45 degrees upward from the horizontal. 3. Gas -vent caps having an internal diameter of 12 inches or less that are located 8 feet or more from a portion a of a building which extends at an angle greater than 45 degrees upward from the horizontal may terminate in accordance with Table S -A, provided that in no cas e shall any discharge opening on the cap be less than 2 feet horizontally from the roof surface. See Table 8 -A, attached. DUCT WORK 78. Duct systems shall be of metal as set firth in Table Nos.6 -A, 6-B, and 6-C or factory made air ducts complying with Chapter 6, UMC. joints and seams shall be substantially airtight by means of tapes, mastics, gasketing or other means. Section 601.6, Table 6-A (rectangular ducts) and Table 6-B (flat, oval, and round ducts), UMC. Installation of ducts shall corn- ply with Section 603, UMC. STAIRWAYS 79. Fireblocks. Fireblocl.ing shall be provided in compliance with Section 708.2.1. UBC. 80. Fireblock Stairs. Between stair stringers at top and bottom and along run between studs. Section 703.2.1, UBC. 81. Stairways. • Maximum ri 8 inches; minimum run 9 inches; headroom minimum • 6 Feet 8 inches; minimum width 36 inches. Section 1003.3.3.3, UI3C. to have ends returned and placed minimum 34 inches, maximum 38 inches above tread nosing. • Unless designated for the disabled, the handgrip portion of hand- rails shall be not less than 1-1 /4 inches nor more than 2 inches in cross - sectional dimension or the shape shall provide an equivalent gripping surface. Section 1003.3.3.6 UBC. • • The handgrip portion of handrails shall have a smooth surface with no sharp corners. Handrails projecting from a wall shall have a space of not less than 1 -1 /2 inches between the wall and the handrail. Sec tion 7003.3.3.6, UBC. • ••- • • • • • Exit Facilities. Stairs and exit balconies shall be positively anchored to the primary structure at 8 feet on center max. or be designed for lateral forces. Such attachment shall not be accomplished by use of toenails or nails subject to withdrawal. Section 2320.13, UBC. • MISCELLANEOUS 82. Safety Glazing. Safety glass must comply with Section 2406.4, UBC. 83. .Smoke Detection. A smoke detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area, complying with Section 310.9 UDC. 84. When the valuation of an addition, alteration or repair to a group It occu- pancy exceeds $1000, or when one or more sleeping rooms are added or cre- ated in an existing dwellin, smoke defectors shall be installed in accordance with Section 310.9.1.?, UBC. Smoke detectors may he solely battery operated when installed in existing buildings, which undergo alterations, repairs or additions. 'Section 310.0.1.3 UBC. 85. Skylight Allowable Glazing Materials. Glazing installed on slopes 15 degrees or more from the vertical plane shall be constructed with any of the following materials eomplvin►; with Section 2409.2 UBC: 1. Laminated glass wit h a minimum 0.015-inch ( polyvinyl bu- tyral interlaver for gjass panes 1h square feet (l.5m?) or less in area and with the highest point of the glass no more than 12 feet (3658 tnrnl above a walking surface; for larger or higher manes, the mini- mum interlaver thickness shall be 0.0030 inch (0.76 rnm. �. Fully tempered glass. 3. Heat-strengthened glass 4. Wired glass 5. Approved rigid plastic meeting requirements in Suction 2603.7 For multiple- layer dazing systems, each light or laver shall consist of any of the glazing materials specified above. Screens need not he installed under skylights within dwelling; units when laminated glass is used as the bottom laver or ‘%'hen fully- tempered glass is used as the bottom laver or when fully-tempered glass is used in both panes as long as the following conditions are me: 1. The area of each pane of glass shall not exceed lb square feet. • .►• 2. The highest point of the glass shall not be more than 12 feet above any walking surface or other accessible area. The nominal thickness of each pane shall not exceed 3/16 inch. Sec- tion 2409, UBC. FACTORY BUILT FIREPLACES AND CHIMIV'EYS 86. Factory-built fireplaces and chimneys after January Y, 1997. No new or used factory-built fireplace or chimney shall be installed in Washington state unless it is certified and labeled in accordance with procedures and criteria specified in the UBC standard 31 -2 and manufacturer's instructions. Section 3102.5.1 and 3102. UBC as amended by the state. 87. Hearth Extensions. Hearth extensions shall conform to the conditions o T1KM,,lA O QT 2 3 2003 88. Metal Chimneys. Metal chimneys shall be anchored at each flour level � -- "'M and roof with two 1 -1/2 inch-.bv4/8 -inch metal straps looped around ththe � outside of the chimney installation and nailed with not less than six 8d nails per strap at each joist. Suction, 31112.6, UBC. 89. Height and termination. Every chimney shall extend above the roof and the highest elevation of any par; of a building as shown in Table 31 -B. For altitudes over 2,000 feet, the building official shall be consulted in dctermin ingthe height of the chimney. listing installation instructions. Section 3102.x.2, UBC. DECORATIVE APPLIANCES lJccora tive Appliance- Ven ted: Decora tivc appliances for installation in solid- fuel burning fireplaces are self- contained, freestanding, fuel- gas - burning ap- pliances designed for installation only in a vented solid-fuel-burning fire- place and whose primary function lies in the aesthetic effect of the flame. 90. Decorative appliances shall be installed in accordance with the manufacturer's installation instructions. Section 901, UMC. . • a • .5 - + ' DING Y Gf TU i LA c1i AP'NKOvtt) 1 JN 3 0 2004 t ASNOELD • 0 4 *Ges - S • • p .5 • i . . . . . _ 1 91.Cas Fire Log Lighters. Appr fir lob fighters shall be install in accordance with manufacturer's installation instructions. Section 90].3, UMC. :19q7 ¼'ASFIINGTON STATE ENEJW' COD1, I st [D. Requirements for L)wc11ins in C1inatc Zone ] El. Access latches and Doors. Access doors front conditioned spaces to unconditioned spaces (e.g1. attics and crawl spaces) shall be weather- stripped and insulated to a Level equivalent to the insulation on the surrounding sur- • faces. Access shall be provided to all equipment which prevcnt damaging or compressing the insulation. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed. When cave vents art installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation Baffles shall he ric;id mate- rial, resistant to wind driven moisture. Section 502.1.4.•x. INSULATI ON .A1l insulation materials, including fucrngs such as vapor harrier~ or breather pu pers, installed within floor/ceiling assemblies, roof /ceiling asscmbIics, walls, crawl spaces, or attics shall have a flame-spread rating not to exceed 25 and a smoke density not to exceed 450 wlic►r tested in accordance with UBC Standard No. R -T.` When such materials are installed iii concealed spaces, the name spread and snwke- developed limitations do not apply to the facing, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, flog, or wall fiiish. Section 707.3, UBC. f=oam plastic insulation shall comply with Section 2602, UBC. Section 502.1.4.2. • £2. insulation Clearances. Where required, insulation shall be installed with clearances according to manufacturer's specifications. Insulation shall be in- stalled so that required ventilation is unobstructed. For blown or poured loose fill, insulation clearances shall be maintained through installation of a perma- nent retainer. Section 502.1.4.3. E3. Roofs/Ceilings. Loose fill insulation may be used where the slope of the ceiling is not more than 3:12 and there is more than 30 inches from the top of the ceiling frarrting to the underside of the roof sheathing. Baffles shall be resistant to moisture, be of rigid material; and installed to maintain 1" ventila- tion and extend f" vertically above batty or 12" vertically abcitPe loose fill. Set- tion 50214.5. E4. Walls. Insulation installed in exterior walls shall comply with the provi- sions of this section. All wall insulation shall fill the entire cavity. I:xterior wall cavities isolated Burins framing shall be fully insulated to the level, of surrounding wails. All faced insulation shall be face stapled to avoid com- pression. Section 50'_'.1.4.6. E5. Floors. Floor insulation shall be installed in a permanent manner in sub- stantial 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 tt«e vent is below the lower surface of the floor insulation. Section 502.1.x.7. E6. Slabs. Perimeter insulation installed on the inside of the foundtion wall shall extend downward from the top of the slab for a minimum of 24 inches. Insulation installed on the outside of the slab shall extend downward from the top to the bottom of the footing. Thermal breaks shall be paced in the slab between conditioned and unconditioned spaces. The entire area of a radiant slab shall be thermally isolated from the soil, with a minimum of R1Oinsula- tion. The insulation shall be an approved product for its intended use. Sec- tion 502.1.4.8. E7. Below Grade Walls. A. Below grade exterior wall insulation (cold side of the wall) shall ex- tend from the top of the below grade wall to the toy of the footing and shall he approved for below-grade use. Above grade insulation shall be protected. B. Insulation used on the interior (warm side of the wall) shall extend from the top of the bclowgrade wall to the below -grade floor level. Section 502.1.x.]0. MOISTURE CONThOL Vapor retarders shall be installed on the warns :;isle (in tirrtei) of tlle Sec tion 502.2.6.1. • • • • • i , • • • • G8. Roof/Ctling assemblies wfiere the ventilation space above the insuldtiun is less than an average of 12 inches shall be provided with a vapor retarder. Faced haft 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. Vapor retarders are not required where the ventilation space above the insulation averages 12 inches or greater or where the insulation is itvtalled between the root membrane and the structural root deck. Section 502.1.6.3. E.9. Walls separating conditioned space shall have 1 vapor retarder installed. Faced halt insulation shall be face stapled. Section 502.1.b.6. G10. Floors separating conditioned space from unconditioned space shall have a vapor retarder installed with a one perm dry cup (4 m1.) rating or less. Sec- tion 502.1.h.2. E11. Ground Cover. Ground cover of six mil (0.006" thick) black polyethyl- ene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall he overlapped 12" minimum at the joints and shall extend to the foundation wall. Section 502.1.6.7. EXCEPTION: Pic grznd cover mat/ be omitted in crawl splices if the crawl space has a cgnc retc slab floor wit/i minimum thickness of 3-I/2 inches. Sec t(?? 502.1.6.7. E12. Air Leakage Control. 'f1 Exterior doors and windows shall be designed to limit air leakage into or from the building envelope, except for assemblies that are re- quired to be of fire- resistive construction. Section 502. 4.3. B. Exterior joints around windows and doer frames, openings between walls and foundation, between roof and wall panels; openings at pen- etrations of utility services through wall, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, car weather stripped. All other openings shall include, but not bra, lim- ited to, caulking outlet boxes. Section 502.x.3. C. Site constructed doors and windows are not required to be tested, but shall he made tight fitting. U- values shall the taken from Chapter 10, default values. Fixed lights shall be stopped with salient all around. Operating sash shall have weather-stripping working against over- lapping trim, and a latch which will hold the sash closed. X13. Recessed Light fixtures. When installed in the building envelope, re- cessed lighting fixtures shall meet one of the following requirements (Section 502.4.4): A. Type (C rated, manufactured with no penetrations between the in- side of the recessed fixture and the ceiling cavity, and sealed or gasketed to prevent air leakage into the unconditioned space. B. Type IC, installed inside a sealed box constructed from a minimum 1/2 inch thick gypsum wall board, or constructed from a pre-formed polymeric vapor barrier, or other air tight assembly manufactured for this purpose. C. Type IC rated, certified under .A'T'M E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall he tested at 75 Pascals or 1.57 lbs /ft pressure difference and have a late! attached, showing compliance E14. Duct Seams and Joints. All duct work shall be constructed in accor- dance with standards RS-15, R.S-1t, RS-17, ItS-iS, RS-19, or RS-2a as appli- cable, and the Uniform Mechanical Code. S*'cflon 503.10. E15. Readily accessible, automatic or manual means shall tw' provided to re- strict or shut off heating input to each zone or floor during periods not requir- ing heat. Section 503.K.3.1. E26. Thermostat shall be provded for each HVAC system with a range of 55 to 75° F(hcating). Section 503.S 1. • E:17. Non-recirculating hot and cold water pipes located outside of the con- ditioned space shall be insulated to R-3 minimum. Section 503.11. ElM. Conservation of Hot Water. Showers a nd lavatories used for other than safety reasons shall be equipped with flow control devices to limit the total water flow as set forth in WAC 51 -4f,. Section :?04.S. - -.,.• ra- --.Ate' - •. . ♦ • • .r..r. .. ■ . ♦ . ... --' . 4,1"' ,P► w • 199^ Ventilation and Indoor Air Quality Code WAC 51 -13 . r C'19. Water Heaters, Storage Tanks, and Boilers. All storage water heaters shall meet with requirements of the 1987 NAECA (National Applian En- ergy Conservation Act) and be so labeled. Electric water heaters in unheated spaces or on concrete floors shall be placed on an incompressible, insulated .• surface with a minimum thermal resistance of R-1O. Section 504.2.1. V1. Minimum Ventilation Performance. each dwelling unit or gtwst room shall be equipped with source specific and whole house ventilation system. Section 302 and 303. V2 }teat Recovery Ventilation Systems. All duct work in heat recovery ventilation systems shall be not kSs than 6 inch diameter. Balancing dampers shall be installed on the inlet and exhaust side. flow measurement grids shall be installed on the supply and return. System minimum flow rating shall be not less than that specified in Table 3 -?. Maximum floW rates in Table 3 -2. Maximum flow rates in Table 3 -2 do not apply to heat recovery ventilation systems. Section 303.1.2(c). V3. Formaldehyde Reduction Measures. All structural panel components within the conditioned space such as plywood, particle bard, wafer board, and oriented strand board shall be identified as "EXPOSURE 1," "EXTERIOR" or "HUD - APPROVED." Section 401.1. V4. Solid Fuel Burning Appliances. Solid fuel! burning appliances shall be � provided with the following: A. Tight fitting metal or ceramic glass doors: B. A source from outside the structure of P rimary combustion air; con - netted to the appliance 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 to exceed 20 feet in length, and be installed as per manufacturer's instructions; or the appliance and manufacturer's recommended combustion air supply, as an installed unit, shad be certified by an indepen- dent testing laboratory to have passed Test Nip. 11- Negative Pres- sure Test, Section 12.3 of ULC (Underwriter's Laboratory of Canada) 627- ,VI1984 "Space Heaters for Use with Solid Fuels, modified per Section. 402.2. . Exception: Combustion air may be supplied to the room in which the solid fuel burning appliance located in lieu of direct ducting, provided that ono of the following conditions is met: 1. The solid fuel burning appliance is part of a central heating plant and installed in an unconditioned space in conformance with the UMC; 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. V5. Fireplaces. Fireplaces shall be pr('vided with each of the following: • lb • • CAZvi AA 3 0* 04 P$ • • A. Tightly fitting flue dampers, operated by a readily accessible mama? or approved automatic control. EXCEPTION: Fireplaces with gas logy shall be installed in accordance with Chapter 901, UMC. B. An outside source for combustion air ducted into the fire box. The duct shall be at least six square inches, and shall be provided with ar operable outside air duct damper. C. Site built fireplaces shall have tight fitting glass or metal doors, or as approved to minimize back drafting. Factory built fireplaces shall use doors listed for the installed appliance. Section 402. • • 4 f 1! R ��ETv �ILp► OCT nay 2 3 2003 ii z p *R■AIT CENTE .• V 0 ti z w 2 Q C a CP c • J 4 • tar+wi.wrrrrrlliftal r .......__ _....., _......._.......__________,..... TABLE 23 IV -C -1 BRACED WALL PANELS' SEISMIC ZONE COND1TON CONSTRUCTION METHOD 2'' � BRACED PANEL LOCATION 1 2 - 3 - 4 - 5 - -. 6 7 , � g AND LENGTH ' 1 One story, top of two story or three story :. r . - • . x x x x x x 6 x ��4 11 F LID/, ��t= MfM( T1441 7 5 Fr t AI eltlitX 3 First story or4econd ' of three story A x x X X 4. X X X n. roan Each end and r101 r101 x� 25 feet on center but not Bess than 25% of build rig length First story of three Story - •• X x x x ; � x 6 X I X Each end and not more than 25 feet on center but not less than 40% of rutIng length' p NEM 2. 3. 4 6. a 6. 9. 10. Joist to sill or girder, toenail Bridging to joist, toenail each end 1 "x 6" subfloor or less to each joist, face nail Wider than rx 6" subfloor to each joist, face nail CONNECTION ;. 13. 14. 75. 16. t. Rim joist to to plate, toenail Top plates, laps and intersections, face nail Continuous header. two pieces Ceiling joists to plate, toenail Continuous header to stud. toenail 17. Ceiling joists, laps over partitions, face nail 18. Ceiling joists to parallel rafters, face nail 19. 20. Rafter to plate, toenail 1" brace to each stud and plate, face nail �...r . MIMJi. NAIUNG .,,0r,,,.; •. �t ..l - w..111_ .t ,0 23. Footnotes 2" subfloor to joist or girder, blind and face nail Sole plate to joist or blocking, typical face nail. Sole plate to joist or blocking, at braced wall panels Top plate to stud, end nail Stud to sole plate Double studs, face nail Doubled top plates. typical face nail Double top ply p splice Blocking between joists or rafters to top plate, toenail -- .- 4141...•. 21. 1"x. 8" sheathing or less to each bearing, face nail W der than 1 "X 8" sheathing to each bearing. face nail Built -up corner studs .r TABLE 23- II- B- 1- NAILING SCHEDULE 3 -8d 2 -Bd 3 -8d 2 -16d 16d at 16" o.c. (3) -16d per 16" 2 -16d 4 -8d, toenail or 2-16d, end nail 16d at 24'o.c. 16d at 16 "o.c. 8 -16d 3- 8d 8 at 6 "o.c. 2 -16d 16d at 16" o.c. along each edge 3 -8d 4 - 8d 3 - 16d 3 -8d 2 - 8d 3 -8d 16d at 24" o.c. • 24. L6. _,IeriNiqb qr. ., : ... r i, -:5 - ,, • ...: :r• w +(1 OA. nterior paneling 29. 1" 5' 3/8" • z5r32° Fiberboard sheathing': 1� 2 " • 2" Planks • BuiItup birder and beams Wood structural panels and particleboard 2 Subfloor and wall sheathing (to framing) : ½ and less 19/32" - 3/4" 7/8" -- 1" 1 1/8" - 1 W Combination subfloor- underlayment (to framing): 3" and less 7/8 - I" 1/8" -- 1 1/4$ Panel siding (to framing): 27. 'iz " or less 5/8" EXTERIOR WALLS • 6d` 8d 20d at 32" o.c. et top and bottom and staggered 2 -20d at ends and at each splice 6cP 8d' or 6d 8d' 10d or 8ci Gds 8d 10d or 8d No. ;1 gas 6d' No. 16 gag No. 11 gae 8d' No. 16 ga' 4d 6d� 1 NAILING 2 - 16d at each bearing • ' Common or box nails may be used except where otherwise stated. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at all supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragm walks, refer to Section 2315.3 and 2315.4. Nails for wall sheathing may be common, box or casing. Common or deformed shank. 4 Common. • ' Deformed shank . 6 corrosion- resistant siding or casing nails conforming to the requirements of Section 2304.3. 7 Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. e Corrosionresistant roofing nails with 7/16 inch-diameter head and 1 'rr inch length for Y2 inch sheathing and 134 inch length for 25/32 inch sheathing conforming to the requirements of Section 2304.3 9 Corrosion resistant staples with nominal 7/ inch crown and 1 1/8 inch length for 'h inch sheathing and11;2 inch length for 25/32 inch sheathing conforming to the requirements of Section 2304.3. 10 Panel supports at 16 inches, (20 inches if strength axis in the long direction of the panel, unless otherwise marked). Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. " Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. • 45. Exterior Wall Coverings. Exterior wood stud walls shall be covered on the outside with materials and in the manner specified in Section 2310, UBC. 46. All- weather exposed surfaces shall have aweather- resistive barrier to pro- tect the interior wall covering. Section '1402, UBC. 47. Anchored veneer shall comply with the provisions of Section 1403.6, UBC. 48. Veneer shall support no load other than its own weight and the vertical dead load of veneer above. Section 1403.4.1, UBC. 49. Masonry shall not be supported by wood members except as provided for in Section 2307, UBC. 'Igg 0 0%0 --- ' This table specifies minimum requirements for braced panels which form interior or exterior braced wall lines. 2 See Section 2320.11.3 for tuU description. 3 See Section 2320.11.4 for alternate braced panel requirement. is 4 Building length is the dimension parallel to the braced wall length. s Gypsum wallboard applied to supports at 16 inches (406 mm) on center. 6 Not permitted for bracing cripple walls in Seismic Zone 4. See Section 2320.11.4. The required lengths shall be doubted for gypsum board applied to only one face of a braced wall panel. • • i • F REVISIONS TABLE 18 - 1 - C FOUNDATIONS FOR STUD GEARING WALL MINIMUM REQU1REMENTS Number of Floors Supported by the Foundations Thickness of Foundation Wall (inches! Width of Footing (inches) Thickness of Footing (inches) i Depth Below Undisturbed Ground Surface (inches) Concrete Unit Masonry • 6 6 - 12 6 � 12 . 2 . 8 8 15 7 1 18 3 10 � 10 are found, to the elevation by isolated shall be spaced shall be provided to the stipulated floor. 18 footings and foundations of the top of the footings. The footing not more than 6 feet with a minimum of number of floors. 8 � 24 shall be as required in Section footing. width and length shall be twice the on center. one No. 4 bar top and bottom. Foundations supporting roofs only 1 Where unusual conditions or frost conditions 1806.1 2 The ground under the floor may be excavated 3 Interior stud bearing walls may be supported width shown in this table and the footings 4 In seismic Zone 4, continuous footings 5 Foundations may support a roof in addition shall be as required for supporting one TabIe • ROOF SLOPE ' Minimum height from . roof to lowest discharge opening. Feet and Inches ROOF SLOPE Minimum height from roof to lowest discharge opening. Feet and Inches Flat to 6J12 1' -0" Over 11/12 -12!12 4'•0• Over G/127/12 i' -3" Over 12/12 -14/12 • 5' -0• Over 7/128/12 1'•6• Over 14!12 -16/12 I 6' -0' Over 8/12.9112 2' -0• Over 16/12-18/12 7'_p• Over 9/12-10/12 2'-6• Over 18/12 -20/12 7' -6" Over 10/12 -11/12 3' -3' Over2O/1 2-21 /1 2 1 8• -0• .- • TABLE 1&1-E PRESCRIPTIVE FOUNDATION DESIGN FOR R -3 AND U -1 OCCUPANCIES Note: This table is for concrete Fc' 2500 psi maximum — 4641,0, _ Lf 0 07:: 4:4 „ ` Material Type Hollow unit masonry supported at top by floor system & at bottom by slab.' Concrete (under wood cripple wall & supported at bottom by slab)' Concrete supported at top by floor system & at bottom by slab' • Wall Height 2 f 1 1 4' or less Over 4' 3' or less 4' or less Over 4' Not allowed unless special design is submitted and approved. 4' or less 5' or less 9' or less r ..a.w• 41, 'Y •. • .vi-t: - .. .• au. ..! 4. •••• ••:a: . . - .,...... 11..411••• Minimum Wall Thickness 8" 6 " 8" 6" 8 " 8 " Not allowed unless special design is submitted and approved. Sill Plate Anchorages 1 f 2" x 10" AB at 6' o.c. 1;2" x 10" AB at 6 o.c. 1/2"x 10 "ABat6 o.c. 1/2" x 10" AB at 6' O.C. 0 • .• VERTICAL #4 at 4' o. c. #4 at 18" o.c. #4 at 16" o.c. #4 at 16" o.c. 1/2 " ABat o.c. #4 at 16" 0.c 4 6 Over 9' Not allowed unless special design is submitted and approved. NOTES: ' Where there is no slab at bottom of wall as in a crawl space.. maximum unbalanced backfill shall be 30" unless an alternate design is approved. 2 The floor diaphragm shall be completed before backilling or the founac'n watt sufficiently braced to prevent damage by the backfill. •40.111.1 ••■ ••••••••■••••1• •••• r•••• • .• •._ • Ce;A/7 . rThis table is not intended to prevent temperature and shrinkage cracks. Reinforcing steel shah be placed whin the inside 7713,0 /e half of the wall'and not closer than 3/4' clear trom the inside face of the wall. Concrete cast against earth shall be •. spaced a minimum of 3 inches from the soil. 4 Solid block first two joist spaces adjacent to anchor bolts where floor joists are parallel to the wall. s There shall be a minimum of two (2) anchor bolts per foundaticig pia*. with one bolt located within twelve (12) inches of each end of each foundation sill plate. 'Foundation plates and sills shall be the kind of wood specified in Section Required Reinforcing' 8 HORIZOtfTAL� #4 bond Beam at top, 244 at footing #4 at top and (2) 44 at footing #4 at 18" o.c. #4 at top and (2)44 at tooting #4 at 16" o.c. and (2)-#t4 at footing L z306.4 6 Wall height is measured as the vertical distance from the top of the footing to the top of the concrete wall. ' If the slab is eliminated, a special design is required regardless of the backfilt height. a Reinforcement lap splice: Vertical -24 inches. Horizontal--...1 8 inches. NOTE: Foundation walls should not be subjected to more than 30 PCF equivalent fluid pressure (well - drained soil) nor a surcharge. • ...,• Stud Site (Inches) 2 x 3 2 2 x4 7p 24 3x4 • 1 *o 2 x5 2x6 'Listed heights are distances between points of lateral support placed perpendicular to the plane of the wall. Increase in unsupported height are permitted where justified by an analysis. 2 Shall not be used in exterior walls. I TABLE 23 iVB SIZE AND SPACING OF WOOD STUDS • Laterally Unsupported Stud Height' (feet) ; OP es Reference Case .— Supporting roof and ceiling only � 0 24 10 24 • BEARING WALLS " TABLE 6 -1 . PRESCRIPTIVE REQUIREMENTS" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 .. -.•: .44r {., Spacing (inches) h Glazinp Area . % of Floor 12% Glazins U- Factor Vertical 0.35 15% Unlimited Group R -3 Occupancy Onl 0.40 0.40 Overhead' l 0.58 0.58 0.58 • Door 9 U-Factor 0.20 0.20 0.20 Ceiling R -38 R -38 R -38 Vaulted Ceiling R -30 R -30 R -30 Wall Above Graded. Wall. int Below Grade R -10 R15 R -21 R -21 R - � R -21 R -21 Wall. ext Below Grade R -10 R -10 Floor R -30 R -30 R -30 Slab' on Grade R -10 R -10 R -10 • Supporting one Floor, Roof and Ceiling dm ow 16 24 24 • Supporting two Floors Roof and Ceiling III am - w 16 • • Laterally Unsupported Stud Height (feet) • . NONBEARING WALLS - 10 14 16 20 0000 WOO SO 0 1p01, tk Ot.\) cPAS Spacing (inches) 16 24 24 24 24 •• � pit r .• • • J r • 4 • MID mamma Greater than 90 taph (145 kadh) L SDL rea�trt than 80 mph (1:9 to qG mph (145 IcmA1 1 mph (IN km/h) nr ins 'Applies only w mean roof beiRlxs up to 35 feet (10 ?0) mm ?Me roof fs.Neoing zones are shown bckm • TABLE 23-11-111-2- -IN000 STRIKTURAL PANEL ROOF SHEATHING NAILING SCHEDULE' Ad common -41 14-- 4 Fr . gca f4� Pallet field w 2 L For mean roof heights over 35 feet (U 700 min), the sailing shall he designed --` 5 FT (INCLUDING I FT � — OVE RPIANQ) Z: / Corr io '.Sc¢- ireetd 1irP4G/ i7 � a► /S"° 't1o�Dl /1* S ♦ b e/- 0 Irt<-a. iA' 4.4 9 4/4/w. -.gout out-WC. ' se- ei - 044( tit,./s %ti Ai- AM.., Pr t•di ht' /s T 'e-► fcr 111 ZS 4c 7(ticeds►„ 37. Roof sheathing. Roof sheathing shall be in accordance with Tables 23-II- E -1 and 23- 11•E -2 for wood structural panels and Tables 23- II -D -1 and 23 -II -D- 2 for lumber Section 2320.12.9, UBC. • ..-•"" N I b. %r' CONCRETE. SL A 8 ----- TABLE 18 4-C---FOUNDATIONS FOR STUD NUMBER OF FLOORS THICKNESS OF SUPPORTED BY TR FOUNDATI� WALL FOtJNDATio!i5 (inches) x 2$.1 for mm ;rncrett Unit Masonry 2 6 12 3 , ((40)) l «g Where ) 6 ((48)) )) 1? Where unuual conditions a frost conditions are frond. footings and foundations shall be u required in Section 1 A0.1� �hd undo the floor may be excavated to the elevation of the top of the footing. FoOp ��� floors �v rest on grade when floor is wrroudd all sidey foMin�s luottinetrior lls w►rich conorm to the h on, det requirments of this �'I oterior sud baring walls maY be suPPa The ted by isolated footings. e foxing width and length shall be twice the width shown in Oti and ttm fao4ngs dull be spacud not more than 6 fed (1829 mm) on outer. 1 1 m Seismic Zane 4. ndnuous footings shall be provided wish a minimum of one No. 4 bar top and botom. 3 fouu�da� w ans may pport a roof in addition to the stipulated number of floors. Foundations supporting roofs only shall be as requirod f supporting one floor. EXTEND j-4 EA E T4 COR NE �? . 3x6 8LOCh rrG AT PLY wOCC IJO CCNT: NuOLJS FOO T I N C LATERAL 6 ! (()) (( NIMOIPINft 2x6 PLATE O\/ 2x PT $ULL w /(2) / /,20 /2 A tiC NOR BOLTS i'26x f"x PLAL WASH E ?S 8 ((�3)) 12 � 12 8 (�3)) 12 8 � ((4S)) 15 • B EAALLS . MIpLM UM ROiRnj1'S wthTH OF OF DEPTH BELOW FOOTING FOOTING UNDiSTURBij GROUND (inches) (incbe) SURFtOE (inches) x 25.4 for mm tO .060.3‘ tssk SO 1% � 4 o \r,sco v, 18. • • 4c ›.1 00 z 1 � 1.; 1:: z t, N , 1/4t • �J 0 f A. • SOURCE SPECIFIC VENTILATION REQUIRE. MENTS: 1. EXHAUST FAN REQUIREMENTS: a) I • • 1 / • j - � • • • w • r • • tf 'sQ CFM © O.25w.G. b) Kitchens -100 CFM CD 0.25" W.G. Range hoods and down draft ranges may be rated at 100 CFM 0.10' W G. 2. EXHAUST DUCT REQUIREMENTS: a) Be insulated to R-4 in unconditioned spaces. b) Be equipped with a backdraft damper. c) Terminate outside the building. d) Comply with Table 3 -3 B. WHOLE HOUSEVENTILATION REQUIREMENTS: Outdoor air shall be supplied to all habitable rooms through the forced air heating system using the following methods: 1. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: a) Be sized according to Table 3 -5 b) Be ducted from the exterior and connected to the re- turn air stream four feet upstream of the furnace blower. c) Be insulated to R-4 when located within heated ar- eas d) Be protected from the entry of insects, leaves and other material. e) Not to rece tras a ir from the toJlowing areas: e 1.) Within ten feet of an appliance vent outlet, un- less the vent outlet is three feet above the fresh air inlet. • 2.) Where it will pick up objectionable odors, • fumes, or flammable vapors • 3.) A hazardous or unsanitary location. • 4.) A room or space having fuel burning appli- ances therein • 5.) Closer than 10' from a vent opening of a ' plumbing drainage system unless the vent opening is at (Past three feet above the fresh air inlet. • 6) Attics, crawl spaces, or garages vb • • J • • .Ventilation and Indoor Air Quality Code (VIAQC) -- INTEGRATED • Prescriptive design requirements for intertnittenU o y perat9d integrated forced sit ventilation systems for residences four Movies or less may comply with V.IA.p.C. Section 303 as indicated below. • Residences de ' ned to comply Ply with Section 302 shaN submit calculation= for review and be flow tested per Section 302.12. • System characterisbcs not identified below and continuously operated systems shall comply with Sectgn 302, • Residences more than lour stories in height shall comply mply w;tr, Section 304 2. THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: a) The inlet duct shall be equipped with a motorized damper connected to the automatic ventilation control timer; or b) A fixed damper installed and set to meet measured now rates as specified in Table 3 - 2: or c) An automatic flow regulating device with field mea- sured minimum negative pressure of 0 T inches water gauge at the point where the outside air duct is connected to the return air plenum. NOTE: The installation of a motorized damper connected to the control timer is recommended for methods b and c to re- duce excessive heating cost. C.VENTJLATION SYSTEM CONTROLS: An automatic control such as a clock timer shall be in- stalled in a readily accessible location. The timer shall be capable of continuous operation and have an auto- matic and manual control. At the time of the final inspec- tion, the timer shall be set to operate the whole house ventilation system for a minimum of eight hours a day. • The integrated ventilation system shall demonstrate com- pliance with VIAQC Section 303.1.2 by on site flow test- ing or other approved means. Demonstration of compli- ance shall be made available for the inspector at the final inspection. NOTE: PZ7j ?7 recommends the installation of a cen- trally located whole house exhaust Farr with a maximum Bone rating of 1.5 and sized according to Table 3 -? and connected to the automatic control timer This will facilitate Mesh air distribution and reduce the possibility of moisture- laden air being driven into the building cavities. Interior doors should be undercut one half inch above the finished Boor. • • ' TABLE 3 -= 1. This table shall not be used for dwelling units containing more than 5 bedrooms. dwelling . azs . I. For each ac'ditiOIIal elbow subtract 10 feet from length. 2. Flex ducts '.)f this diameter are not ermitted with f of size. fans f thu size. 3 50 80 80 80 100 100 125 125 a Minimurn S cnoo cb Diameter Whole House YeaciSition Flow Requirements • TABLE 3 -3 Prescriptive Exhaust Duct Sizing "1S 70 6inch 7 inch TABLE 3 - Prescriptive Integrated Forced Air Supply Duct Sizing • • • • No Limit No Limit .• r Fan Tested CFNI c� 0.25" W.G. 50 50 Is/linjm Flex . Diameter fl inch 5 inch 6inch 4 inch 6 inch 5 inch' 6 inch 6 inch T inch 25 90 No Limit NA 15 90 5 inch Much 4 inch 5 inch 4 inch 100 No Lirui t • 20 100 No L imi t 50 No Limit Nluimurn Elbows' 3 5 inch 6 inch Maximum Length Feet 70 • 3 3 3 3 - 3 3 3 5 inch Mz.simum Length Feet NA 45 r Minimum Smooth Diameter 4 Lack CO WO St$4* 3 � 1.0 t1/4$ 1/400) DX O. , • • • • • .4 • • a r E�(! 5T'G WALL - -"� + d 5 - ,4./- EX S7'f:a" 3/4" SUBSTRATE Extsmrc* 1.2x11 7/8" LSL BM EX STG TJ FL JST 1/2 "x5.5" PLYWOOD (FACE GRAtN 1 BEAM D AL - If 64 • 1 1 i II 1 1/4 ", TYP i 45 DEGREES, TYF SECTION 3/40.91 QUAQ RESIDENCE • 1 v 2c6 ATTAG4-+ED 70 BOTTOM 2x4 CHORD OF EXtST GABLE END TRUSS fr4/ • 12" OC SI r"' PSON N2 .5 EXIST'G 11 7 /B" TJI 560 EY1 -2x4 BACKER 8L�K kV' TWO ROWS lOd BOX NAIL • t2" OC (INSTALL SACKER BLOCK TIGHT 70 FALNGE) 12ax6' .tN WOOD SCREW • 12!I OC, TYP iOqX 3 1/2' WOOD SCREW • IV (STAC.GER 1^1/ 12Q SCREW • b' OC) ExisT'G YJALL i i SECTION FRONT GABLE END TRUSS QU4C4 RESIbENCE REVIEWS^ FOR CODE COMPLIANCE illPfmovEo JUL27 City Of Tukwila UILbffiG misc.,: • • : • -J. .qr:4 • _ • ;- 3 3/4 • JUt ° 1� 2 S30 1 s t. • r . • 0 a • - M et uWU--ta t90Z) • 00100 NoLOMHSWA 7;uLV3S o0Z 3L1AS MEN 3ftiAY IGLOO toL S2J33NION3 ONLLl11SNO3 Q o< U ? y W 5 _ Woc X0 N� Wgo O W SV r0 Clger 4 atz V WEgn g.01 its . 1 Nine - owe, zovuoozz '1S 'SJ Vii• .� 7 �• 71�� ��. �� W /f/ riz<' N • 6. 41 V, ll .9 ' 'L9+Sl 'V1S 8Y -fc£ 'H'r1'S'S .9■FILd3O p•Htd30 x+51 VJ WINNER Q V f 1 •V.YW000V .o'd'S :Q3NJIS30 •o :NAM A .S -.1 :31'/35 H 9661 '3N(T :31Y0 L Pt . 1331is 33$ 3N 'i Hoiuu = • udd• J <1 N <N . v g W ta 0 to a�. }tu . z o .. ♦',tea SR 2 z . 6 . 3g • .11 V ti NOlbV 4t1 CA N C" • a • UP 0 � r • 1331iS 4•045..4h... 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