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HomeMy WebLinkAboutPermit D01-311 - DOAK HOMES - LOT 30Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000151 Address: 12245 43 AV S TUKW Suite No: City of Tukwila Tenant: Name: DOAK HOMES INC - LOT 30 Address: DEVELOPMENT PERMIT Owner: Name: DOAK HOMES INC Phone: Address: 11917 4 AV SW, SEATTLE WA Permit Number: D01 -311 Issue Date: 03/14/2002 Permit Expires On: 09/10/2002 Contact Person: Name: DARRYL DOAK Phone: 206 - 571 -2280 Address: 11917 4 AV SW, SEATTLE WA Contractor: Name: DOAK HOMES INC. Phone: 206 246 -6587 Address: 11917 4TH AVENUE S.W., SEATTLE, WA Contractor License No: DOAKHI *092NZ Expiration Date: 08/01/2003 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,609 SQ FT SINGLE FAMILY RESIDENCE AND 422 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, WATER SERVICE, 3/4" PERMANENT WATER METER, STORM DRAINAGE, ACCESS, TEMP EROSION CONTROL, STREET USE FOR UNDERGROUND POWER, AND LAND ALTERING. Value of Construction: $147,064.50 Fees Collected: $15,436.11 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0007 Public Works Activities: 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 30 c.y. Fill 30 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: Y Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm Private: N Private: N ** Continued Next Page D01 -311 Public: N Public: N Printed: 03 -14 -2002 r� Wes; • .00 z Nom` w w'. • J 0: • u. a. = d : 1— • .Zf.. i- 0 Z F- . ' w W` • Z • _ U' .. Z' U —: 0 Z nrer'r`' As) City of Tukwila Permit Center Authorized Signature: Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 constr Lion or the performance of work. I am authorized to sign and obtain this development permit. Signature: Ort4 Date: Print Name: /?! f , : /1,,9,9 7 .6 gn This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm tc,i "r tae -,"t 001 -311 Date: / /Y /(),9 Printed: 03 -14 -2002 doc: Miscperm Aoti City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000151 Address: 12245 43 AV S TUKW Suite No: WATER METER INFORMATION DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,609 SQ FT SINGLE FAMILY RESIDENCE AND 422 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, WATER SERVICE, 3/4" PERMANENT WATER METER, STORM DRAINAGE, ACCESS, TEMP EROSION CONTROL, STREET USE FOR UNDERGROUND POWER, AND LAND ALTERING. Total. Water Fees: $260.00 Y/N Meter #1 Water Meter Size: 75 Quantity: 1 Water Meter Type: PERM Work Order Number: 5214K Connection Fee: Y $60.00 Install Deposit: Y $150.00 Additional Install Deposit: $0.00 Plan Check: Y $10.00 Inspection Fee: Y $15.00 Turn On Fee: Y $25.00 Special Assessment: $0.00 Other Fee: $0.00 D01 -311 Permit Number: D01 -311 Issue Date: 03/14/2002 Permit Expires On: 09/10/2002 Meter #2 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter #3 0 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Fee:. $260.00 $0.00 $0.00 Printed: 03 -14 -2002 1 Q U O `. { N W WI J H; W 0. 2 Li ai 1 _: Z� :Z W W s N i W W — Or Z; N ! .0 <... Z .t 4%4 City of Z ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000151 Address: 12245 43 AV S TUKW Suite No: Tenant: DOAK HOMES INC - LOT 30 PERMIT CONDITIONS Permit Number: D01 -311 Status: ISSUED Applied Date: 09/26/2001 Issue Date: 03/14/2002 1: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2: 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. 3: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 5: 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). 6: All wood to remain in placed concrete shall be treated wood. 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued 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. 8: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 9: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 10: All mechanical work shall be under separate permit issued by the City of Tukwila. 11: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 12: CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 13: 14: 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. 15: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 16: Any material spilled onto any street shall be cleaned up immediately. 17: Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 18: 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. IMMEDIATELY FOLLOWING STORMS. doc: Conditions 001 -311 Printed: 03 -14 -2002 c") City of T ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Conditions D01 -311 Date: Printed: 03 -14 -2002 Z= J U> t rn °i. U WO LL. d W. :Z .1-0. Z F W W ,. Off' • W W 1- U ' X 1-4 W Zi N :0- Project Name/Tenant: Dcak 6 0. e- Value of Construction: Is this site served by: p. . Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Si a Ad re ' rd City State /Zip: Tax Parcel Number: _ b j 7 7 - 015 1 6 Z Proposed L ( „_ - 1 v Ic u � o� 1/�Ol Property Owner: . o a k , Homes L T - - 1 4 - c _ . 123E; -- 2--c-t - . ; s 7 Floor Area Ratio: (total floor area of all structures divided by Street Address: 1 161 I 7 1 -1 44 \ 5(A) 5r _- r V e_ t U 4t rit Fax #: ( cf& r v J 7 "Fora Contractor: � JO (✓�'1 avtk 5r. Ceti' cetI -- s - - 2_ 2._ Street Address: I' el n u 1 ski f 1 ky *t (Zi6 't Fa , z -G _657_7 7 Architect: v \ 3-eti ne_s A 9(5c)1 ; f5 t Vl Phone: 26G — 7 7.� - 6, 76, . Street Address: City State /Zi st. Fax #: Engineer: \\ 1 04/0\ .—.f� .\ ( i \ Phone: 4 _ 4�S- I C)-.3 Street Address. City State /Zip: tiuctn, Fax #: Contact Person: a,r�i 1 Drzt Sr: Ph e: j' 206 -S - 2 2ec Street Address: [ v"t 17,J, ,.�./_ Ale cr , i `-e'V`te Y S � p„ Fax 2 - 2 c( c„ , -- 6 S is Description of work to be done: Si it l ,�ft. 6 0. e- Type of work: New Sin le -Fmil Residence ❑ Addition - Single-Family Yp � 9 Y 9 Y Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure" ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: p. . Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: c 7 sq. ft. Dwelling sq. ft. Covered Deck(s) a sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed L ( New Square Footage: 1 rr6 cq sq. ft. Dwelling sq. ft. Covered Deck(s) 22 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) C.,7 °Z. "Fora Accessory dwelling, prow he following: Lot area Floor area of principal dwelling r\ A Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TU:IVI LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 '"?. RSTAFFUSEONLY Project Number: Permit Number: [7oI -311 Single- Family Residential Permit Application SFPERMIT.DOC 2/13/97 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling e- Land Altering: ® Cut 3 cubic yds. ® Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: (l Sanitary Side Sewer #: 1 ❑ Sewer Main Extension R Storm Drainage ❑ Street Use ❑ Water Main Extension 671 Water Meter /Permanent # 1 Size(s): 3/ff2 t ViO . ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: 64 Miscellaneous 0 rrbt'4 - suvJn trilL L t LLS O Private O Private O Public O Public Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire 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. Date application accepted: q - zt,- 01 Date application expirrre M Applic en by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: Phone: Fax #: Address: City /State /Zip: T R S 1 - NTI PE" MIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ , Copy of recorded Legal Description from King County 7 ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) 7) ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ fa Foundation plan and details ❑ Floor plan ❑ rl Roof plan ❑ Building elevations (all views) ❑ gl Building height ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ 7 Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. .❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ fp Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 * * * :* * * * * * , 1 . *' :w r 4 .4'... 4, 't '4.' '* 4;. * 4 i *' jr * 1 4 A. 74 * ' 'lt 4,'. * • ,. * * It' , 4.' * * * * C * •t' 4 ' * * * • * * *A * G T.ry t] ' . T;U ,Y, WIL A, 4d •rR,R,�31.L T. k.,t *: *.. * * ** *4.* t : * *. C. � t � . t *4 * * . *. *.*,* *A ** *'. 4** :*A.*** . * *. * *!4 * da#c * * * * *,h * 4 + * * TttAN.SM I r Number- RO1.©1 "S9 : :4 gio.. ti it`o. . - • 82() . .66 . :0h./26 01: i0 421 • f' ym : :'M' t1'iac1' ;' 'CHECK Mc orip D0AK ft 0 1 ES. ]:NC '. ._.' • Itn`i't : B 'r'arit ` • DOi, :.311 T : f EV PER Pi DEWEl.0PMEN.T 'PE.Rt�1 ::T '.. ?a cf ` . : 14o' « ..01 °7,9 .00 01 51 • La,c; a 1'22XK _:A • 43 V .; `Total Fee6; x 31. ..7,1 .. 'zy:m • 82Q,66 . otEi :l• :ALL ".pints: 8..20..6 01 :6 8 »rea 1,267,.05. A.*.':*/A* *, * *A. : *. *** *7 * ** *.***.* * ** *:. * ** * +M * ** * * * * „•k *_ ** * ** *1 ** * • ** *rot **. * *.•lr* R:ceo Uri, i, `Code ' D eicription • Q"0 :334,5;83 s PLAN CHECK:. .N, O MRES ,.:411 ir;i1 4 • 1A 4 bhrz.+'}h ....y, v ,.. I +,« .,wa nee}��tL sw�!.+'7�.v.4+?•y7"{$'.3'•+rv,: 14 "O A ill o u n t' 820.66 rrr U O N �. coal; W Z: g Z it . L- L o L > Z rF' W; .. ;O =? ;o = uk. U. Z N! ai Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: LAW 1630 TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of 'i ukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0179000151 12245 43 AV S TUKW R020000353 Payment Check 1566 Current Pmts DOAK HOMES INC - LOT 30 DOAK HOMES INC Amount Type Description BUILDING - RES INSP FEE - SME /SSS INSP FEE - STORM DRAIN INSP FEE — UTILITY LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - NONRES PLAN CHECK - RES PLAN CHECK - UTILITY PLAN CHECK - WATER METER SEWER ASSESS - ALLENTOWN STATE BUILDING SURCHARGE WATER ASSESS - ALLENTOWN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE RECEIPT Method Description 000/322.100 402/342.400 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/345.830 000/345.830 000/345.830 402.388.104 000/386.904 401.388.104 401/388.102 401/342.400 401/386.520 401/343.405 Payment Date: Balance: Permit Number: Status: Applied Date: Issue Date: Payment Amount: 14,615.45 14,615.45 Account Code. 1,262.55 20.00 15.00 30.00 37.00 23.50 - 820.66 820.66 30.00 10.00 8,369.70 4.50 4,563.20 60.00 15.00 150.00 25.00 Total: 14,615.45 D01 -311 APPROVED 09/26/2001 03/14/2002 03:03 PM $0.00 48213 03/15 r)7i.6 TOTAL. 1.6.15.45 Printed: 03 -14 -2002 fo".) City of 1 ukwila Parcel No.: 0179000151 Address: 12245 43 AV S TUKW Suite No: Applicant: DOAK HOMES INC - LOT 30 Receipt No.: R020000836 Initials: SKS User ID: 1165 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Payee: DOAK HOMES INC TRANSACTION LIST: Payment Check 1854 ACCOUNT ITEM LIST: Current Pmts doc: Receipt Amount BUILDING - RES PLAN CHECK - RES RECEIPT Type Method Description 64.68 Description Account Code 000/322.100 39.20 000/345.830 25.48 Permit Number: D01-311 Status: ISSUED Applied Date: 09/26/2001 Issue Date: 03/14/2002 Payment Amount: 64.68 Payment Date: 06/20/2002 05:19 PM Balance: Total: 64.68 7725 06/21. 71 TOTAL $0.00 Printed: 06-20-2002 T.1 z iiL 0. t tn 0 LU ul LL 44' 11.1 Z I— 0 Z ILI III, D: D ( 0 w :0 —1 OM. • Z' c.) z_ ApproVed per applicable codes. INSPECTION RECORD C i .Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1-3670 A -L/ Add t Special. Instructions: Pro ect: - L r Hori 30 T y pe of Inspetion: ocilL vs Date ■N 1 tA R Requester: Date Call 3 Phone No: (9 0 67 r 7P- - D'211 ',1 EJ Corrections required prior to approval. N KMMENTS: l'ermi-\- Coyly i-e4-( V\o‘ 1 • . . • • 1 4 - .) • •• $47.O6REIeECTION FEErilkQUIRED. Prior to inspection, fee must be :ift30041*.iu hcenter BIVOSuite 100. Call to schedule reinspection. Recej : • ;1:;frde. t Date: • „ • Project: UNAN it ' Type of Inspection: 5e Address: 12 122q5 43rcj . Ave Date calved: -19-01 Special instructions: f 1 ....,....t...._. ;... ' • . ,. • . ....... —4 . Date wanted: a.m. �.�, - 0 �. p.m. Requester: D aYry 1 D K. Phone: 20 - 5 22:530 INSPECTION RECORD Retain a copy with permit • INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter. Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ppThved•'ptsra Iicable. coc>{es. ; `Corrections,required prior to approval. .COMMENTS:, • p J • t7, ;� - �,,►� (" • srua w/ c," r� te i . 2 • 6 0f : Inspector: Date: `fd 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: n Addre s : U , ) . 1 � 7/ ` � *-31$/(3 (& to r Special instructions: Date wanted: a.m. p.m. Requester: Phone: 11 1. 1 t! t 1 I 11 V, \t `, tit t(. 1( Project }�- Type of Inspection: n Addre s : U , ) . 1 � 7/ ` � � Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: bov Date: i,gf 1, ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee r ustbe paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Y ]:,'«'.G .it .. ; °.w. }_.. :��.'ti r:A'. �rCakfi 1 : .t ' „. .br:. i.. ti. '.:'::'.� " ... L n: .'✓:x..... ':.>:rii' �i. -:7. {n'c:.•S,w.....,'.Y:: .�..�:. :P. �.. ... A' 1 ,. �[. ...«���• .. °�Sifri.`�: +r..,':. .. I— J U; 0 O; V) LL` W } O J LL Q` D. z i-: Z O ff, LIJ .0 0. 'O :0 W WI Z LL r z . 0I— z Pr ' c K H c'y 3 Type of Inspection: P Address: jga i f /i% S - /4ot3 Date Called: 08 /P /0 Special Instructions: ' f_ + Y 1 2 � � '( :?U I Date Wanted: l oh'I 2 8 /o; a.m. p.m. Requester: P hone No: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION 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. COMMENTS: 7z) frivddi 104:4, V Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: .....1,....,...r. 1 W ce 6 J U UO • CO C W I N W W g J u.¢ co 2 d F W Z v i- O Z tu 2 Uo O N W , I— V Iii 1 UN 0 H O Z Pr k Ty e f Inspe `ion; ^ ....fit -" � Addr .. Da e a Special instructions: Date wante -- a.m. - a - Zm. Requester: k / Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: RecejRt No: pproved per applicable codes. INSPECTION RECORD Retain a copy with permit A c"' Date: PERMIT NO. Corrections required prior to approval. Insp: 1 atn/i t.• $47.00 REINSPECTI N FEE QUIRED. Prior to in ection, fee must be paid R �� at 6300 Southcenter Blvd., Su a 100. Call to sch ule reinspection. • Date: r :1< (206)431 -3670 Project ,f=ed 17 � .x`34 Type of Inspection /`. ----: Address: .. /4 yJ 7..� _ &: . Date Called: 0E- c7 .5,0 2 Special Instructions: , al - � � l . } ; .. Date Wanted: e5 -0 Z a.m. <p.m. RegUeste t fir Phone No: ..0 '32-2 —,.2. teF/ INSPECTION. NO. . .. 'CITYXIF TUKWILA BUILDING DIVISION ;6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit T(P ./Jrr. (206)431 -3670 MI - Corrections required prior to approval. COMMENTS: th li -Q- - (44 i t) 6 S 01 uk 1 t ri 4 btk , ,vak o buc4 Date: B 3O —o � $47.00:REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.:. Date: S.4 "F,5 a;i Project: " AU— DWP . Type of Inspection: Jc \bog 6 1 1 /VG1 1ti rt Address: Date called: I Special instrutions: Date wanted: a.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ii Inspector: •M? Date: 1 D 7` 0.2 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: Project: -- bt7 I ri / 40 WI e Type of Inspection: iv4 Address: . Date called: - 7- ) I- 02, Special instructions: Date wanted: ..:. Requester Cl "1 1 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. fl Corrections required prior to approval. Inspectorp c DritA Date: .7 • 11 $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: PERMIT NO. (206)431-3670 - tasometvattitsgailialitrio,w6a INSPECTION RECORD Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: ,4,104R i+ovy‘e Address: 1)14 c Type of Inspection: 'Nor t C Ivor 1 t Special instructions: Date called: 10 Ga. Date wanted: ‘e?-10-0?, Ca.m> Requester: • C � r ,s Phone: Approved per applicable codes. Irispector:); (206)431 -3670 Corrections required prior to approval. COMMENTS: Co � M k *' 3 Y'y r- t nv1 YO'Yv� V`e��0 {'� a., Date: (1/ 6 - -Z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: kizer J rw Vtaii kt00a110.ifVI rAW yaae. s: i.!7.7i tittL a'Fl,.kl'..�da;+.IA .s.. Yf.�i1r':: f ir..^+.4m�.L�dddr , l'! 4, 4'x !‘4-5,,L 7 .. ,Pn tb t: 1 3G Ty of In p ctio i. e i s /I h5ic Address: _ Datp call Special instructions: a Pho>}�Or Date wan �/ a.m Req (, 2 r1 S r 2 7n - a $2 o f$' .J .0 / . if t�SPG��� pproved per applicable codes. i ri INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO.. (206)431 -3670 Corrections required prior to approval. COMMENTS: Irci vv+ r vt4 " l .0 - - i ( Comp - Q nprt tieI . IA nsuta 'tan - a e ro veci V Ion r .1. Y\S v a q( r4 r .e � tel s ulc�`� r ari YI sP e d' s C'riv\ A Ck • c vQ O IL - 'U°4 As; Q. hOQ p A Inspector. " Date: to � .- 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: Project: 41 � OAk: 11UhveS . -Typ of Inspegctiop: %Aso tei4f an Address: 0- - �i A%) S Date called: �' 1, t -o2. Special instructions: Date wanted: ' G�2 a.m. p.m. Requester: Phone: INSPECTION RECORD Retain a copy with permi INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila; WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: rsul 1`o-e, Yla ilts$ccl /ed • S r V1\ 4 V L r ( I 1 aoc iaLle ti Inspector: Date: do Jr1� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must.be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: biliarx,3161rtattd arAk *�`".M,.ia.�' AYtsga �k?, �.,.,. ..:5b3i?i'�; F� }i.•..,, ... �1ies .°;'��.li': §•n`dl=i:��`d�^'i}-. w'fi�xiAlSG�di�- n5a�,...,; >i;X.. .. ... ,�. re ur U 0 U W W = CO U., w 0 g • � u. U i LU H =: ZF- Z �, 2 j ; U 0 , - H U;. iw z. UN 1= _.. O I" COMMENTS: I' -rnvs AP • CS ' 2 cot I t rGk- er' q br �:)a in C c U S •\ierti IQ 4,k I _ 0Irc � t` �-k 4 \) s e a- �.a- )-1 a. ��r, C'r �r- 2- 2.)4-10 ca e'r J v' 4 - f 0c) r rx4 rru r 61 w 'o t• 0 tN vPtr;C. 'A) 4‘ .rmrc�4ec4 Ilse 64 »-f cr` .1Q s4,4s 1 (9' t 0, c. f ..Ji�ii, /Aa g/]L- *4116.-• _ + 0 le_ -4-0 - I v,soct.-1/2-e,, LOct, A c Pr tgaik. I�r �, — 30 L01 Type of Inspection: ri G m (Iv' Ac�dro„�es ((3r.f Date called /q ( I Special inStfuctions: Date wanted: a.m. Ce (9�b Requeste • (A.ICAAcr r ? —72 ill • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: c Date: (0-0-02 $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: 'VSdYw.� s �ici'c:i:S�a,L�iw'N'w;:." : �ii�. i„ i•: iuss ::iri�k r:,'ic A�;:,':e,.;:r�;'ii t.:;.��,,;� v'4't'� t: Sid „;��:µ;,44t:4is "ir:Td::.rei • ? : i:�i;;�r`.:`t•;?�KbIGC`..�o;< H 6 • U0 • W J H. LL «J } o J = d. I- la Z H. I- 0. Z H. W p' 0 H-; = W Z 0 z.... Prot1Rct: /' Type of Inspection: • Address:., • / y. � -.: ,7 • ' • S Date called: /7 2 Special instructions: Date wanted: cry / a.m. p.m. Re ?es Phone: oG . '7.•7 ;mss? &/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcentgr Blvd, #100, Tukwila, WA 98188' COMMENTS: ;23/111" h. Date: ( REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid " :at'6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt No: Date: pproved per applicable codes. " �i� `.'/t•LYTi'�nLvu'�:�R.iiK PERMIT NO. (206)431 -3670 Corrections required prior to approval. .-� i, < u , n; f7 ti i`it:; .'64 inY:,1 : ii:!raft, n`. r,%a�` .rs\ a ..3i�..5 COMMENTS: I ; • ' 6 to t Crt 1 c . (] ✓n vct,- ( , u ;c r •e cJ t ; l r .� tnive�Q.A, c-ec 4�-'r —� �, Requester:, /l ;- e'hix4-2 ce.L..� eeid !4--4 Phone: • .7? 7o x,..28/ ' ./Ut)+" TPor(\ Projsct: / `, - )C�l,6 / ' Type of Inspection: • i`'/ «� ‘..01 y Address: t /� 44 4 / 4 ..g l,�C/ S Date called: , ---/ 7-zt2 Special instructions: Date wanted: a.m. /f –O Z 01 Requester:, /l ;- e'hix4-2 ce.L..� eeid !4--4 Phone: • .7? 7o x,..28/ 1 INSPECTION RECORD Retain a copy with permi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO (206)431 -3670 Approved per applicable codes. .1]. Corrections required prior to approval. • .I • $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �►"r�a�''`n�a' `�i Isr act: k • ! Type of Ins actio n: �'`/ A dress (,� ( Dal call � _. Special instr ctions.. • _ Date wanted: / ?. ;, • .m. Reque Pha 4.76 3 ' 7 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWIkLA BUILDING I IVISION 6300 Southcenter Blvd, #1ob, Tukwila, WA 981.88 PERMIT NO. (206)431 -3670 Approved per applicable codes. a Corrections 'required prior to approval: COMMENTS: i s 2 / � Q / 4 S f C- 614 C.C4f/L. $47 R INSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: l: x�trl :`°: kkta"t. 4a�a� oaR.,.rtrS�� 1L;ti::k ".•1 �:L±'� . . Z to 6 UO CO 0 W J N W }} g a. = W H Z � Z o. U : .O CI -!. '=U t i! Z' co, O INSPECTION RECORD 1 1 Retain a copy with permit INSPECTION NO PERMIT NO IT OF TUKWILA BUILDING DIVISION 6306 SO ' UthCerlter B vd, #100, Tukwila, WA 98188 (206)431-3670 Oie • A m(s. tr 30 :!sp6cial;instructions: Ij,i •: 11/ kir Type of Inspection; FXT: 57 P MI/V(7 Dap/ Requtst Ca P.m. P ,Mp 7Z? 6;W • . Approved per applicable codes. 1:g Corrections required prior to approval. COMMENTS: oo" S e),-4e or t )0( \ Ct ( i 1 Q)4ev:tior e4 blOCL tip 5-6+ or cs - f3kC44 - e.. V‘CI I 11V/ 1 6 f,k): \DI Octt...c. 1 VNSfrec4 ci • :''," ' ::- :'ci 0, e C401)PS*Vect . /41\ r,-vl‘or- i =.,,,, „ irto r- sheci-4-1-:, 1-,( - a re) .... '::_.,,•:;.':-.:-.:!, : . • Date: 2 3 • • '$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid . ;at 6300 Southcenter Suite 100. Call to schedule reinspection. Receipt No: Date: • • 1i1 i4 „••,..„,„•• .." , ?".7•'.'"?f:',V3:',,,*•..•:•••••..::1-f:.,,,,,,..,••••:,• • •:,<••••••• • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. C ITY OF TUKWILA BUILDING DIVISION '6300:SoUthcenter Blvd, #100, Tukwila, WA 98188 r vies nt 671.- AddroSi: Special instructions: • • .; , • • .,, ' Ty pp of inspection: he/( tL D l7 07 Date wanted: 423/0c;,? P. • Requekter: • / I)(irrt I Phone: 7/627- 228f) Approved per applicable codes. El Corrections required prior to approval. .C9MMENT •• • • ' • • -„, fre4 'JP' 0 ) tee L.Cilr rkpp tco- Goo, i I S „ . • ••••••-• 447.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ; at63OO Southcenter:Blvd., Suite 100. Call to schedule reinspection. ReceiPt.N0::':. • : Date: INSPECTION RECORD Retain a copy with permit ';':INSPECTION NO IT1( OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 RMIT NO. (206)431 -3670 Addr s: Special instructions: p Te x of Ipect l�n Pl fee' t.7 /2o /Oc 7 Date 3 / / 6 P.m. Requ ster: /jGr Phop,e : Co— 027 — Sao Approved per applicable codes. fl Corrections required prior to approval. COMMENTS: Ins ecto P . NDate: 5-2 3 - 0 2 $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt .No: Date: F'�Q::�'Hh ° �:F ` ?C� • i�`.'?;���� t { �: e ,�i�. ri:k` �1: COMMENTS: Type of Inspection: tome Address: rc iPav z 4 Date called: 0Y /' /6 1 4/ 1- 51 4) , - V ,,,,,,,,--t 0 k.,, 6(' 0 1 4 Date wanted: a.m. ,,,,,, S . a.LAN O r, t o tl.i A 444 .a I4r r Phone: (._, Y" 1 r. t . ,uU k( 6 i ID Air./'/ ? Ali -f-0,- 1y 2 L44 -- t.44 . gaiAl 5 A f (,,.0 c -CiLikvi 144. _i 1 7) kt'.. �r t r r ' { Project: � rte 1 -1rI'ne - )-f . o Type of Inspection: tome Address: rc iPav z 4 Date called: 0Y /' /6 Special instructions: Date wanted: a.m. Reque ter: + b Phone: (._, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. ��. k. �.. u.. t�c�..t a:t �: t. �l; Ti��w /i'�:S','3:Sa, �•sa:::...:'t:.+a:w- erx.,.r. PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: $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: D oaK 4-6 mes Te of Inspection: Type starry) ciraimne_. Address: 1 ibig • AveS Date called: , , i-i 22-02. Special instructions: • )...0t 30 • Date wanted: A 1 1. —2.3-02. a.m. 4 10 Requester: LkArryl Doa Phone: 20 67-511 2 2 30 .? CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: • i • iixtomia±t4Di at.771,4, • • *1-0 / 3 , ( Ptif.S4 • t ht ii_ErXf.AfiAA 1144,1 s 4J reftita4, a9 lad Inspector: Date: v $47.00 REINSPECTION HE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: z • 6 =••• • 0 0' • co C3 ' W I: I--; u_ uj • g . co 3 LLE Z 1 4 . .D 0.. • 13 'LU uf • " Ij zi z I 0: • Ci): 1 • f ry o ct c : t t oThe Tyge In ec Addre.,, !! 4 n , s . , Date Ile `�., Special instructions: � 1 ' , a.m. Datnted Req ter: Varrtik Phone: 2 CDLO ''5 71-,2.200 INSPECJTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. at 6300 Southcenter : vd., Suite 100. Cal o schedule reinspection. (206)431 -3670 X Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date. y.-/.4 -0 $47.00 REINSPECTIO FEE REQUIRED. Prj ' r to inspection, fee must be paid Receipt No: Date: H•:.• + L ► '�,►y -.. ; )1.% "' .rl'4iO+:atta t.k4 iS. Al i 1.. . e..' SN..a.:zaC. .�w`.i`�:,�iJ+iK • ,Project': X 4730 , Address: : /S /la S Date called: Special instructions: Date wanted: ... a.m. Reque r: ix-4 Mir e: c i(5e_ 57/ -31,„? 6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. : CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 CO ENTS: Inspector: Date: Receipt No: Date: Approved per applicable codes. Corrections required prior to approval. $47.00 REI SPECTION FEE R UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. re II 6 D —1 C.) O 0 0)0 141 U.1 -J w 0 LL. to 3, 1 ILI z 0 z • g CI 1— 11J uj I (3. 1— • 0, c.) z Project: D Type of Inspection: . Address -' / aa lis , y 3 t.. o . Date called: g-f oa. Special instructions: „•' Date wanted• . 6 Request ) Pho�e 06.,. .74/ 19 _ 7319 , / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,- WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date• y - �- 0? $47.00 REINSPECTIOW FEE REQUIRED. ( Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: L s:).c-S %•i`: s; .tit•IJ..0 „ _;i'w.'.F:. ,+.w. %:4:: �i .•4 ° .;'::'w:',doi ° o 1 ?�,+i 1- Z Ex 2 J o 0 UJ J SQ LL w 0 ` g LL. Q CO H ui Z 1- 1--0 Z H; Lu O en tu I w O : Ili U � O • F o ect: �.� : '` J; ...** I ,F T`pe of In pection: ddress • " ,4'• " ^::. a , ' Date calla Special i structions• n t-a-fre. (—I e'ioov1 � • Date wante a.m. • (1 02- Requester: ( r � Ph : •.. 2 7k. 242(6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVI YI �Kl ".::. . 6300 Southcenter Blvd, #100, .Tukiril ��WA 98188 pproved per applicable codes. COMMENTS:. • I (206)431 -3670 Corrections required prior to approval. 7.00 REINSPECTIO 'FEE REQUIRED. Prig ?to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII t6 schedule reinspection. Receipt No: Date: a��' ��ii7��:: 1��i� 't�.tii•:is`:u':..ry ���it�,Ye.£�".'fvi'::;il�' CC 2 6 J o . 00 . CO 0 w = J H w O }}. g J Is' z � o Z 1: D U N :. O O I— W W H V 4-1 F. . = z PERMIT NO. It u • — I?Z DATE: V'ZE5/14491 PROJECT NAME: 440.406 K 44O06 � t-csr 30 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. w o o co W= .W o' u. D. d t-o Z I-. • w w , U � o- :0 H: _ V; • .. z /Locate exhaust fans on plan(s) and note fan flow performance rating for each fan. z ~ Mechanical ventilation criteria using prescriptive methods for Group R Occupancies four stories and Tess. (Group R Occupancies: Hotels, apartment houses, congregate residences, dwellings and lodging houses.) Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation systems. Source specific exhaust fans are required in the following locations: bathrooms, laundries and kitchens. Minimum fan flow rating = 50 cfm @ 0.25 inches water gauge for bathrooms and laundries, and 100 cfm © 0.25 inches water gauge for kitchen exhaust fans. /Exhaust ducts shall be equipped with back -draft dampers. Note this requirement on plans. v All exhaust ducts located in unconditioned spaces shall be insulated to a minimum of R -4. Note this requirement on plans. Whole house ventilation shall be provided by a system that meets the requirements of either: V.I.A.Q. Section 303.4.1 Section 303.4.2 Section 303.4.3 Section 303.4.4 Indicate on plans a proposed system to be used. (Refer to attached code sections, select one, and list here: �.t � r w . ��- � titt'�n.sn K.v °.�+X+1�1�1 4'0 wkt...»,.... ... Yi4;, {■ 2000 Edition 303.4.2 Prescriptive Requirements for Intermittent Whole House Ventilation Inte rated With a Forced -Air System: This section establishes minimum prescriptive requirements for intermittent whole.house ventilation systems integrated with forced -air ventilation systems. A system which meets all the requirements of this Section shall be deemed to satisfy the requirements for a whole house ventilation system. 303.4.2.1 Integrated Whole House Ventilation Systems: Integrated whole house ventilation systems shall provide outdoor air at the rate specified in Table 3 -2. Integrated forced -air ventilation systems shall distribute outdoor air to each habitable room through the forced -air system ducts. Integrated forced -air ventilation systems shall have an outdoor air inlet duct connecting a terminal element on the outside of the building to the return air plenum of the forced -air system, at a point within 4 feet upstream of the air handler. The outdoor air inlet duct connection to the return air stream shall be located upstream of the forced -air system blower and shall not be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. The outdoor air inlet duct shall be prescriptively sized in accordance with Table 3 -5. The system will be equipped with one of the following: 1. A motorized damper connected to the automatic ventilation control as specified in Section 303.4.2.2; or 2. A damper installed and set to meet minimum flow rates as specified in Table 3 -2, by either field testing or following manufacturer's installation instructions based on site conditions; or 3. An automatic flow regulated device with field measured or field calculated minimum negative pressure of 0.07 inches water gauge at the point where the outside air duct is connected to the return air plenum. 10 303.4.2.2 Ventilation Controls: The whole house ventilation system shall be controlled by a 24 -hour clock timer with the capability of continuous operation, manual and automatic control. This control will control the forced air system blower and if applicable the automatic damper. The 24 -hour timer shall be readily accessible. The 24 -hour timer shall be capable of operating the whole house ventilation system without energizing other energy - consuming appliances. At the timt. of final inspection, the automatic control timer shall be set to operate the whole house system for at least 8 hours a day. A label shall be affixed to the control that reads "Whole House Ventilation (see operating instructions)." 303.4.2.3 Ventilation Duct Insulation: All supply ducts in the conditioned space shall be insulated to a minimum of R-4. 303.4.2.4 Outdoor Air Inlets: Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes or flammable vapors. c. A hazardous or unsanitary location. d. A room or space having any fuel- burning appliances therein. e. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. f. Attic, crawl spaces, or garages. 1 am t) >r 51/ ffe tive 7/01/01 410 - ibiri}R Ce J U U O ; y0 C/) 1.1J J F- tn I .. WO g J. to a Z C� H= :. Z � I O Z H. W U O =, C.) ' W W!. LLI Z ' U N . O Z 17 February 6, 2003 Darryl Doak 11812 26th Avenue SW Burien, WA 98146 RE: Permit Application No. D01 -311 12245 43rd Avenue S Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to March 3, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefanie Spencer Permit Technician Xc: Permit File No. D01 -311 Bob Benedicto, Building Official City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • .. NU.. �x. r•: .AU�iw..va.a.�....w.Nwr.uw.w. -. J U ', U O J 1-; CO IL W O }} : u_ d ` Z Z t—: W W; C.) co ; w = U' ~ O uy t=. O Z Revision i No. t Date I Received 1 Staff Initials Date Staff Issued ` Initials 1 I. Summary or Revision: Summary of Revision: Received By: Received By: • Received By: Revision No. Date Received Staff Initials Date 1 Staff Issued I Initials 1 1 Summary or Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 1 Summary of Revision: Received By: Revision No. Date Received Staf I Date 1 Staff Initials ; - Issued Initials t I Summary of Revision: Received By: PROJECT NAME: bockIL 14- &- 694- Revision No. Summary of Revision: aria yv wa A 1 Date Received 11 -0 90 t cwi Staff Initials tCe Received By: PERM!' O D -3/ Site Address: Jd 5T V3 r.Gru Sra . - --. Original issue Date: REVISION LOG Date Issued —o 2_ t't4A Gz lgll j fgja 114 A •t G ,L (please print) (please print) ' (please print) please print) please prin Staff Initials 4' a thaii11ko N1. ?.11.44; "'ritfie ' ittAitat to' z ,_ O 0 t N W I J CO LL W O 2 Q : = W _ z z II— LIJ 0 O N • F- w • w . u_ 6 U= O I — . ACTIVITY NUMBER: D01 -311 PROJECT NAME: Doak Homes, Inc. SITE ADDRESS: 1224543 Original Plan Submittal Response to Correction Letter # DATE: 04 -11 -02 Response to Incomplete Letter # X Revision # ' After Permit Is Issued DEPARTMENTS: Building Division PIP 4-10-oz. Public Works pal1A *P .4- tit APPROVALS OR CORRECTIONS: Approved Documenlshouling slip.doc 2.2802 PLAN REVIEW /ROUTING SLIP 603 s Fire t& 4 1 5 � Structural �.. n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [V Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required n Approved with Conditions n C REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division nta.. 4 410 -0 � Permit Coordinator DUE DATE: 04- 10-02 Not Applicable U Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required Fl DATE: DUE DATE: 05 -14 -02 Not Approved (attach comments) n Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping D PW ❑ Staff Initials: e��Nr;�x; rS:Gk ire I-- w J O toC W = N - • W 0: W J. 5.12 D. I— _ Z ° U vn vn 10 ZZ' I--; W w I— 0, • • u. O; l!! I O Z 5 :ACTIVITY NUMBER: D01- 311/M01 -172 DATE: 9 -26 -01 PROJECT NAME: Doak Homes, Lot 30 SITE ADDRESS: 122XX 43r Ave S. SUITE # Original Plan Submittal Response to Correction Letter # Revision # Response to Incomplete Letter # After Permit Is Issued DEPARTMENTS: Building Division , A V ) ' 4 I Public W rks Public 00c., to -u-et PLAN P fLEVIEW /RNING SLIP Fire Prevention Ifik, Io +c1 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 1 Incomplete n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions Approved n Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division w6. Q -21-o( Permit Coordinator DUE DATE: 9-27-01 Not Applicable No further Review Required DUE DATE 10 -25 -01 n DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -311 DATE: 04 -11 -02 'PROJECT NAME: Doak Homes, Inc. SITE ADDRESS: 12245 43 Av S Original. Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n TUES /THURS ROUTING: REVIEWER'S INITIALS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2.28 -02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n APPROVALS OR CORRECTIONS: Approved with Conditions n n n Planning Division Permit Coordinator n n DUE DATE: 04-16 -02 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route ❑ Structural Review Required n No further Review Required DATE: DUE DATE: 05-14 -02 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -311 PROJECT NAME: Doak Homes, Inc. SITE ADDRESS: 12245 43 Av S DATE: 04 -11 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # j After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n Please Route Approved Notation: Documents/routing stip.doc 2.28.02 n n TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Planning Division Permit Coordinator DUE DATE: 04-16-02 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: n Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: N <% - C- S DATE: 4 I S 0L C DUE DATE: 05 -14-02 n Approved with Conditions n Not Approved (attach comments) [1 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: P, • ACTIVITY NUMBER: D01 -311 PROJECT NAME: Doak Homes, Inc. SITE ADDRESS: 12245 43 Av S Original Plan Submittal Response to Correction Letter # DATE: 04 -11 -02 Response to Incomplete Letter # X Revision # ' After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documenlshouting slip,doc 2 -28.02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Fl n Planning Division Permit Coordinator No further Review Required DATE: hi/ l(/ /a z DUE DATE: 04-16-02 Not Applicable n b DUE DATE: 05-14 -02 Approved n Approved with Conditions El Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Building Division Public Works Complete ❑ n ACTIVITY NUMBER: D01 - 311 PROJECT NAME: Doak Homes, Inc. SITE ADDRESS: 12245 43 Av S DATE: 04 -11 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # I After Permit Is Issued Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route [1 Structural Review Required REVIEWER'S INITIALS: 471 APPROVALS OR CORRECTIONS: Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: 4 .0i8 - w■ Documents/routing slip.doc 2.28 -02 PLAN REVIEW /ROUTING SLIP Fire Prevention n Planning Division n Permit Coordinator n DUE DATE: 04-16-02 Not Applicable DATE: 'IA "1 /D Z No further Review Required n DATE: O ' - t I s ' ° }" DUE DATE: 05-14-02 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: re Lk J U ' o o WI W O u. CO J d w Z � I- o' Z I— . o H. = uJ i= W Z H O Z ACTIVITY NUMBER:MM01 -172 DATE: 9 - - PROJECT NAME: Doak Homes, Lot 30 SITE ADDRESS: 122XX 43r" Ave S. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved Approved \PRROUTE.DOC 5/99 TUES /THURS ROUTING: REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (4 weeks) Fire Prevention Structural Incomplete Comments: Please Route, Structural Review Required REVIEWER'S INITIALS: L /� DATE: Approved wit g•nditions CORRECTION DETERMINATION: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-27-01 Not Applicable n No further Review Required DUE DATE 10 -25 -01 Not Approved ( attach comments) Q DATE: - I -- ZS 'Z0d DUE DATE Approved with Conditions ri Not Approved (attach comments) DATE: PERMIT NO.: D01-3t1 BUTL;DING''it ERIVIITS INSPECTIONS ❑ 00001 Progress inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre-Move Inspection ❑ j30050 WSEC Residential 00060 WA Ventilation/Indoor AQ ❑ 00070 NLEA Inspection/Ivtpdular Struct ❑ 00071 Mobile Home Tic Down Insp ❑ 00072 Marriage Lines ❑ 00090 Restcel ❑ 0 095 Footing Drains 0100 Foundation Footings 00200 Foundation Walls ❑ 90250 Foundation Insulation 00300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space [00400 , Shear `Nall Nailing ❑ 10450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 90610 Chimney Installation /AII Types 00 0 Framing 0750 Roof /Ceiling Insulation 00$00 Floor Insulation 0801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ )0900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 1 10 Pre -Move Inspection ❑ 01 1 15 Motor Inspection ❑ 01120 Pre -Demo 01140 Pre- reroof ❑ X1400 Final -Fire 01700 Final- Building ❑ 01900 Final- Reroof • ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special- Structural lvfasonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special- Shotcretc ❑ 0401 Special - Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special- Panels ❑ 04015. Special -Smoke Control System TENANT NAME: DO k a Pvies, LOT 3o CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0 14 Readily accessible access to roof mounted equipment 013 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0013 Statement from rooting contractor verifying fire retardant class of roof 63t9 All construction to be done in conformance w /approved plans ❑ o work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0,024 All spray applied fireproofing shall be special inspected 25 All wood to remain in placed concrete shall be treated ❑ )J026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0 23 Rack storage requires separate permit 003 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete 0036 Manufacturers installation instructions required on site 0 ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 ❑ 0038 ❑ 0039 [0004 ❑ 0040 Contact PW Div to obtain insp for water /sewer connect A C of O will be required for this permit Final approval for all 1'I w /in the limits of the SC Mall All mechanical work shall be under separate permit All construction noise to be in compliance with 8.2 TMC ❑ �c1041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal aseptic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot" Plan Reviewer: Permit Tech: Date: 9,28-200, f&' - -Oi Date: .... . ,,.. �;.Fi4, "�rb'.�l .eiln ,4 v!'tNr. s'sn,.�,a.}..�eC•7i�. iii?;tiw�YniZd�%ner,}i'Y h.1aC, H.•.dH,�.v. {� . S +. , 4:jwS..n ski 4 e3 'ubtv4�ail..fF /...tS k „r u'P:".? ir+i�4Cc :-0+@.?aVii ..: .�� 1 +�1{, d�"n llg:ra > »tk�''.'o- su !x•v !l�r� i'�tnr DEPARTMENTS: Building Division Public Works Complete Approved \PRROUTE.DOC 5/99 n PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 311/M01 - 172 DATE: 9 - - PROJECT NAME: Doak Homes, Lot 30 SITE ADDRESS: 43r Ave S. SUITE # 2z 45 Original Plan Submi Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued CORRECTION DETERMINATION: Fire Prevention g Planning Division Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions REVIEWER'S INITIALS: w Permit Coordinator DUE DATE: 9-27-01 Not Applicable TUES /THURS ROUTING: Please Route Structural Review Required I I No further Review Required REVIEWER'S INITIALS: C SS DATE: Q ( \ c ) DUE DATE 10 -25 -01 Comments: Not Approved (attach comments) DATE: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: . �. �. i' :.: '.': ' hJ.:• < +;,T <ti; ��Ia4..:N �, ia.:uZ..nrL �Y+.;t�. '..Aa!ai�+can.ki• •y i.;b144 5' k M' k1LS�tN •z 1 f- W • ' J U O 0 N = 11.1 J 1- ; • o ( d H W z � F-0 Z f- W uj U �! O - W Wi I0 .z' 0 I ACTIVITY NUMBER: D01- 311/M01 -172 DATE: 9-26-01 PROJECT. NAME: Doak Homes, Lot 30 SITE ADDRESS: 122XX 43r Ave S. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route Approved Approved \PRROUTE.DOC 5/99 Comments: TUES /THURS ROUTING: PLAN REVIEW /ROUTING SLIP Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Fire Prevention Structural Approved with Conditions CORRECTION DETERMINATION: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-27-01 Not Applicable No further Review Required DATE: ° I • QT) - 01 DUE DATE 10 -25 -01 Not Approved (attach comments) DATE: DUE DATE Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: .... w.wx+wcwwrr +� ae;.utsltc'xt4: tuff /.c15 Mttt' 4rH t. r.t ACTIVITY NUMBER: D01-311/M01-172 DATE: 9 -26 -01 PROJECT NAME: Doak Homes, Lot 30 45 SITE ADDRESS: 122X 43 Ave S. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction: Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n PLAN REVIEW /ROUTING SLIP 54, CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route TO Review Re REVIEWER'S INITI APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved with Conditions REVIEWER'S INITIALS: ✓► Approved with Conditions n n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-27-01 Not Applicable No further Review Required DATE: (01%.20-4 DUE DATE 10 -25 -01 Comments: Not Approved (attach comments) n DATE: /c/n/ DUE DATE Not Approved (attach comments) DATE: �w 6_ J U: 00` CO ° w= . J �... • u- w O . g J: U. Q = Cl, z F- z 0 M p 'O N; O I- w w z' O Z 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: DI- 0 Response to Incomplete Letter # Response to Correction Letter # Revision # / after Permit is Issued 0 Entered in Sierra on Plan Check/Permit Number: / Vs. ,-; Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Pail) PERMIT CENTER - 3 // tGpktef / Project Name: Project Address: 1.). 2.$/c 3 ‘---i*--ar ( h. Contact Person: s7 1-a-g-)//()(9- Phone Number: 206 Summary of Revision: ale, 90 /7 ' "- red - dc ecoid er/3A Ar A p r-e 9 7 10/49— G e' C / 1 Acie ir w 4-42-/A e9 1 to j 1 / ,§1-. no e94-1 Z c 91- /---,4, g fr pp.) / iD 2 •7 .2, (.4.44,/ /20 9 - t 5) -ie n A A5 cf!,. ALIT i‘ ,..;:,, .AJ f er fLe- 17 /9 0-- •et f", (44/1, 7 1, 'kJ RECE1Ygn ReceivE , k etty OF TUKWILA C oF To .:4,at ILA N APR 1 HOZ APR 0 ni02 MIT EA 08/30/00 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 DOAKHI *092NZ.08 /01/2003 EFFECTIVE DATE 08/09/1991 DOAK HOMES INC 11917 4TH AVE SW SEATTLE WA 98146 :�- is5ti�c1 ?� 'DEP.ARTM SIT OF ,\N D _LNDLSTRI.FS RECEIVED CITY OF TUKWILA SEP 2 6 2001 PERMIT CENTER eed Current Contractor Registration Card: eed to Enter Contractor Information in Sierra: [] Yes �2� ��t' Aso " > >� � ;> .............. .a. 6.*".:e J -,.g.2.ed eed Current Contractor Registration Card: eed to Enter Contractor Information in Sierra: [] Yes �2� ��t' Aso " > >� � ;> .............. .a. • W • D ; . ... U •.0 , CO W; ' I.: J F-, •W O. -J . LL < N = HW _. • Z�• O. • • Z • I • W .�J; • U • •:W W f - V;. 11 1-^; ''' - Z t V 0• GENERAL NOTES 1 CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SE i I ACKS AND IF APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL COMPONENTS. THIS OFFICE SHAI 1 BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES. AMBIGUITIES OR OMISSIONS IN THE PLANS. 2. WRI 1 iEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE, DETAILS TAKE PRECEDENCE OVER FLAN AND ELEVATION VIEWS. 3. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEtI OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE U.B.G., W.S.E.G., N.E.G.,, U.P.G., U.M.G., AND Al 1 APPLICABLE LOCAL CODES, WHICH SHALL TAKE PRECEDENCE OVER NOTES, SPECIFICATIONS AND DRAWINGS. 4. UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS, THE PLOT PLAN WAS DRAWN FROM GENERAL 511E LANDMARKS AND 15 NOT TO BE CONSTRUED AS A PROFESSIONAL SURVEY. THE CONTRACTOR SHAI 1 TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SETBACKS OR SHALI , AT HIS DISGREIION, REQUEST THE OWNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND /OR OTHER ZONING RESTRICTIONS. 5. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AND SHAT 1 NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY REVISIONS OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL WITHIN HIS /HER JURISDICTION. 6. THE CONTRACTOR SHALL VERIFY Si7F AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND Fl FGTRIGAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 1. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. F'ROTEGTED UNDER COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15 PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE ARCHI i ELT. GENERAL CONSTRUCTION NOTES A. SITE CONDITIONS AND SiTE Y`10RK 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING GAPAGITY OUTLINED UNDER "DESIGN LOADS ", OR IF EXCESSIVE GROUND WATER 15 PRESENT, CONTACT THIS OFFICE BEFORE PROGEEi IKO. ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND SHALL BEAR ON UNDISTURBED, NATIVE SOIL. 2. DO NOT BAGKFILL UNTIL WALLS HAVE BEEN A.DEGUATFI Y BRAGFD OR HAVE BEEN DES' 'NEC' TO RESIST LA', FRAL EAR -1 PRESSURE. BACk.FILL MATERIAL SHALL BE GLEAN, PERMPABI F AND FRFF OF ORGANIC MATERIALS. B. CONCRETE 1. CENTER Al I POST FOOTINGS UNLESS NOTED AND PROVIDE 1" PLINTHS AT SLABS OR 8" PLINTHS AT EXPOSED EARTH (6" IF POST 15 PRESSURE TREATED). PROVIDE~ 6" MIN. FROM SILL PLATES TO FINISHED GRADE. DAMP -PROOF BASEMENT FOUNDATION WALLS WITH 2 GOATS ASPHALTIC EMULSION U.N.O. C. REiNFORCINC. 1. INSTALL REINFORCING PER A.C.I. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR GONG COVER: EXPOSURE To WEATHER 2 ", TO EARTH 3 ". TO OTHER 1 ". 2. EMBED ANCHOR BOLTS A MINIMUM OF T' U.N.O., PLACE WITHIN 12" OF ENDS. 3. NEW FOOTINGS SHALL NOT IMPOSE "UNDESIGNED" LOADS ON NEW OR EXISTING BASEMENT OR RETAINING WAILS D. LUMBER AND FRAMING 1. FRAMING LUMBER: K.D. TO 19% MOISTURE CONTENT, GRADED PER STD. GRADING RULES F'ER }^I.G.L.1B. OR W.W.PA. AS APPLICABLE. GRADE AND SPECIES PER FRAMING PLANS, GENERAL NOTES AND "DESIGN LOAD CHART ". 2. SILL PLATES, DECK SUB - STRUCTURES, POSTS AND BEAMS EXPOSED TO WEATHER AND ANY WOOD IN CONTACT WITH CONGRt 1 t SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARING WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND DISPLACEMENT. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS PER UBG 2306.1. PROVIDE TEMPORARY BRACING AS REQUIRED UNTiL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED. 3. PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON WOOD, 3" ON CONCRETE. 4. MULTi 2X BUILT -UP BEAMS SHAT I BE SPIKED TOGETHER. UNLESS NOTED, USE 10d NAILS ® 12' O.G. STAGGERED. 5. SOLID BLOCK W/ 2X ® MIDPOINT OF STUDS OVER 10 FEET, BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAFTERS ® SUPPORTS. 6. WOOD ENTERING CONCRL I t OR MASONRY SHAT I HAVE 1/2" Nt I AIRSPACE AT TOP, SiDES AND END. T. DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT CANTILEVERED FLOOR SECTIONS. D. FiRESTOP AND DRAFTSTOP TO GUT OFF ALL CONGEALED HORIZONTAL AND VERTICAL OPENINGS BETWEEN FLOORS, FLOOR TO ATTIC, AT 10' INTERVALS HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND 61DES OF STAIRS. 9. GLU -LAM BEAMS SHALL BEAR A.I.T.G. INSPECTION STAMP AND SHALL BE "ARCHITECTURAL APPEARANCE" GRADE WHERE EXPOSED TO VIEW. E. METAL CONNECTORS 1. ALL METAL CONNECTORS SHALL BE "SIMPSON" OR AN APPROVED EQUIV. 2. FRAME NAILING SHALL COMPLY WITH UBG TABLE 23 -11- 2-1 UN! FSS NOTED OTHERWISE ON FRAMING PLANS OR ON SHF_ARWALL SCHEDULE. AI 1 NAILS SHALL BE COMMON WIRE NAILS. 3. USE GUT WASHERS AT BOLTED GONNEGT10NS. GONNF(TORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL BE FAS 1 tNED WiTH CORROSION - RESISTANT FASTENERS. F. PLYY•OOD AND DIAPHRAGM NAILING 1. Al 1 PLYWOOD FOR STRUCTURAL USES SHAI 1 CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN PLYWOOD ASS0GIAT10N(APA) AND NAIL PER USG TABLE 23- 11-2-1 UNO. 2. PROVIDE DIAPHRAGM SHEATHING AND NAIUNG AS FOLLOWS UNLESS NOTED ON PLANS: FLOOR SHEATHING SHALL BE TSG 3/4" G- D- EXT -APA PLYWOOD WITH EXT. GLUE, P.I. 52/16, GLUE TO JOISTS AND NAIL WITH 10d ® 6" O/C EDGES, 10d ® 10" O/C FIELD. ROOF SHEATHING SHALL BE 15/32" G -D -INT -AEA PLYWOOD WITH EXTERIOR GLUE, P.1. 24/0, NAIL 8d m 6" O/C EDGE5, 361 0 12" O/G FIELD G. VENTILATION AND ACCESS 1. VENTILATE CRAWL SPACES AND OVERHANGING FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1 SO. F-r.(NE I FREE) FOR EACH 150 5Q. FT. OF UNDER FLOOR AREA. DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES AND COVER WITH 1/4' CORROSION RESISTANT WIRE MESH AT GfRAWL SPACE OPENINGS. 2. VENTILATE ATTIC SPACES WITH GROSS VENTILATION EQUAL TO 1/150TH OF THE ATT1G AREA(NET FR.FF), EXCEPT" THE AREA MAY BE 1 /300TH, PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA 15 3 FT. ABOVE EAVES WITH 50% OF THE REQUIRED VENT AREA IN THE EAVES. 3. PROVIDE AN ACCESSIBLE ATTiC ACCESS PANEL, 22" X 30" MINIMUM WITH A CLEAR HEIGHT OF 30 ", INSULATE AND WEATHER - STRIP. 4. PROVIDE 18" X 24" CRAWL SPACE ACCESS TO UNDER FLOOR AREAS. H. SAFETY GLAZING 1. 1iMPERED SAFETY GLASS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE SUBJECT TO HUMAN IMPACT, GLAZING IN DOORS, GLAZING WITHIN A 24" ARC. OF CLOSED DOOR, GLAZED AREAS - "a 5Q. FT. WHEN LESS THAN 18" ABOVE FLOOR OR WALKING SURFACE AD AS DESCRIBED IN U.B.G. 2406. SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY MARKED PER UBG 2406.2. I. ELECTRICAL 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DE 1 ERMINE ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE AND F'ROVIDE REQUIRED CIRCUITS. AND AMPERAGE PER N.E.G., STA I t AND LOCAL ENERGY GODES, AND MANUFACTURER'S SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. SEPARATE PERMIT REQUIRED. J. MECHANICAL 1. WARM AIR FURNACE OR GAS H.W. SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR. 2. GAS APPLIANCES IN GARAGE SHALL BE ON A 15" HIGH PLATFORM. 3. AR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 26 GAUGE MINIMUM OR SHALL HAVE APPROVED DAMPERS. 4. DUCTING SHALL MEET U.M.G. STANDARDS AND SYS f EMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP DRAWINGS, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND MANUFAGTURER'5 DATA ON EQUIPMENT EFFICIENCY FOR ARCHITECT'S REVIEW. 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS SHALL HAVE MEGHAN16AL EXHAUST N RIGID DUCTING TO EXTERIOR, WITH A BAGKDRAFT DAMPER, CAPABLE OF 5 AIR CHANGES PER HOUR. SEE ENERGY AND INDOOR AIR QUALITY NO 1;=S FOR FAN VOLUME AND SONE RATING. SEPARA I t PERMIT REQUIRED. 1. PLUMBING CONTRACTOR SHALL SIZE ALL LINES AND VENTS PER U.P.C. 2. HOT WATER TANKS SHALL BE SIZED BY INDUSTRY STANDARDS FOR PROPOSED USE AND BE LABELED NAEGA APPROVED. 3. FLOW RA 1 t5 TO COMPLY WITH WAG 51-46 SECTION 402.0 TOILETS: 1.6 GPF(MAX), SHOWERS: 2.5 GPM(MAX), LAVATORIES /FAUCET: 2.5 GPM(MAX). 3. PROVIDE SEISMIC STRAPS AND PRESSURE RELIEF VALVES(PLUMBED TO OUTSIDE) AT HOT WATER TANKS. SEPARATE PERMIT REQUIRED. L. MOISTURE CONTROL 1. SHOWERS SHALL HAVE AN APPROVED HARD, SMOOTH AND WATER RESISTANT SURFACE TO A HEIGHT OF 10" ABOVE DRAIN INLET. 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND - TILE AT SHOWER SURROUNDS. TiLE SHOWERS WITH A.511E-BUILT PAN SHALL BE FILLED AND LEAK TESTED FOR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK AT Al I TILE ACCESSORIES. M. BATH SAFETY 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL BE FULLY 1 IMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/8" TEMPERED, 1/4" LAMINATED AND MEET U.B.C. STANDARDS. 2. FLOOR TiLES AT SHOWERS AND NET AREAS SHALL BE SKiD- RESISTANT. 3. PROVIDE SECURE BLOCKING FOR ALL GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 300# IMPACT LOAD. N. TRUSSES 1. PRE - FABRICATED TRUSSES. SHAD I BE DESIGNED BY A WASHINGTON STATE LIGENSi 17 STRUCTURAL ENGINEER AND IN ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT COMPL1 I t SHOP DRAWINGS WITH ENGINEER'S SEAL FOR APPROVAL PRIOR TO FABR.ICATiON. TRUSSES MUST BE STAMPED SY AN APPROVED MANUFACTURER OR BY A QUALTY CONTROL AGENCY SUCH AS WASHINGTON WOOD TRUSS FABRICATORS COUNCIL. 2. CONTRACTOR -5HAI 1 yERIFY EXACT SPANS PRIOR TO FABRICATION.. 3. APPROVED HANGERS MUST BE USED AT AI 1 CONNECTIONS OF RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. NON - BEARING PARTITIONS BELOW TRUSSES SHALL BE SEPARATED FROM TRUSS WITH SIMPSON STS. FASTENERS. 4. TRUSSES SHALL BE HANDLED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 0. SKYLIGHTS 1. GLAZING SHALL BE INSULATED, 1 EMPERED GLASS(TOP), LAMINATED GLASS(BOTTOM) AND 1/52" THICK MINIMUM. 2. PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER FLASHED AT TOP AND BOTTOM AND STEP FLASH SIDES. THE UNIT SHALL HAVE. A COI :DENSATiON GUTTER AT THE LOWER END. INSTALL PER rt ANUFAGTURER'S INSTRUCTIONS, FINISH AND FLARE WELL TO CEILING PER PLANS. P. EMERGENCY EGR.SS 1. EVERY SLEEPING ROOT- AND BASEMENT SHALL HAVE AN EXIT DOOR TO THE EXTE:. &IOR OR A MINIMUM OF ONE WINDOW WHICH MEETS THE FOLLOWING REQUIREMENTS: MAXIMUM SILL HEIGHT OF 44 ", NET CLEAR OPENING AREA OF 5.1 50. FT., MINIMUM CLEAR HEIGHT OF 24 ", MINIMUM CLEAR WIDTH OF 20" AND SHALL 5E OPERABLE FORM THE INSIDE WITHOUT SPECIAL TOOLS OR KNOWLEDGE,. a SMOKE DETECTORS 1. SMOKE DETECTORS SHALL BE PROVIDED IN EACH SLEEPING ROOM AND SHAD_ BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, MOUNTED ON THE CEILING OR WALL CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN STRUCTURES WITH MORE THAN ONE STORY OR WITH A BASEMENT, A SMOKE: DE 1 EOTOR SHAI I BE INSTALLED ON EACH STORY AND IN THE BASEMENT. IN SPLIT LE'/EL STRUCTURES, F'ROVIDE SMOKE DE I tGTORS ON UPPER LEVEL, UNLESS SLEEPING ROOMS ARE LOCATED ON LOWER LEVEL, THEN SMOKE`. DETECTORS ARE REQUIRED ON BOTH LE ALL SMOKE DE 1 LGTORS SHALL SE AUDIBLE IN SLEEPING ROOMS. 2. SMOKE DETECTOR IN NEW CONSTRUCTION SHALL BE DIRECT WIRED TO BUILDING POWER WIT'HOU'T A DISCONNECT SWITCH OTHER THAN FOR CVEROJRRENT PROTECTION AND MUST HAVE BA1 itRY BALK- -UP. AI I OTHERS MAY BE BAI iLRY OPERA IED. R. SECURITY 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A MINIMUM 1/2" THROW DEAD BOLT WiTH LOCKS OPERABLE WITHOUT SPECIAL KNOWLEDGE OR TOOLS. 2. PROVIDE OBSERVATION PORT 0 54 " -66" OFF FLOOR AT UNGLAZED ENTRY DOORS. 3. PROVIDE SECURITY FOR. WINDOWS < 10' FROM FINISHED GRADE. S. GARAGE SEPERATION 1. GARAGE/DWELLING SEPERATION SHALL CONSIST OF FIRETAF'ED 5/8" 61^15, TYPE "X" APPLIED TO ALL GARAGE SURFACES ADJOINING DWELLINGS LIVING, ATTIC AND GRAM_ SPACES U.N.O. 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING BGI OR = SHALL USE 2 LAYERS 1/2" GWS TYPE 3. 5 1 KUCTURAL SUPPORTS FOR DWELLING SPACES, WHEN IN THE GARAGE SHALL ALSO BE WRAPPED( INCLUDING WALLS, POSTS, BEAMS AND JOISTS IF SUPPORTING FLOOR ABOVE. 4. AIR DUCTS PENETRATING THE SEPERATION SHALL BE 26 GAUGE OR HAVE AN APPROVED DAMPER. 5. DOORS FROM GARAGE TO DWELLING SHALL BE 1- 3/8" SOLID GORE, TIGHT FITTING AND SELF - CLOSING.] T. STAIRS AND GUARDRAILS 1. PROVIDE A STAIRWAY WIDTH OF 36" MINIMUM, RISER HEIGHT OF 8" MAXIMUM, MINIMUM TREAD LENGTH OF 8" AND A 3/8" MAXIMUM VARIATION. 2. STAIRWAYS < 44" IN WIDTH MAY HAVE ONE HANDRAIL UNLESS BOTH SIDES ARE OPEN. 3. HANDRAILS SHALL BE PLACED 34" TO 38" OFF NOSING AND SPACED 1 -1/2" MINIMUM OFF WALL WITH A 1 -1/2" TO 2" DIAMETER, SMOOTH GRASP AND A NEWEL OR RETURN AT ENDS. 4. PROVIDE 6' -S" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WITH A MINIMUM HEIGHT OF 36" AND INTERMEDIATE BALUSTERS OR RAILS SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. b. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 5/8" GWS, TYPE "X" FiRETAPED ON WALLS AND SOFFITS. PROVIDE FIREBLOGKING IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIRS, IF THE WALL UNDER THE STAIRS ARE UNFINISHED. U. SOLID FUEL FACTORY BUILT FIREPLACES, STOVES AND INSERTS 1. UNITS SHALL BEAR THE STAMP OF AN APPROVED TESTING LAB AND SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURERS INSTRUCTIONS. 2. UNITS SHALL HAVE TIGHT-FITTING GLASS DOORS, READILY ACCESSIBLE DAMPER CONTROL, OUTSIDE COMBUSTION FOR AIR AT FRONT OF FIRE BOX AND A 5/8" THICK (MIN) NON - COMBUSTIBLE HEARTH EXTENSION WHICH 15 READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. HEARTH EXTENSIONS PER V. 6 BELOW. 3. PROVIDE CHIMNEY CLEARANCES AND SIZE PER U.M.G. AND W.A.B.O. STANDARDS FOR INSTALLATION OF SOLID FUEL BURNING APPLIANCES. 4. PROVIDE SEISMIC ANCHORAGE FOR Mt I AL FIREPLACE CHIMNEYS. CHIMNEYS TO BE ANCHORED AT EACH JOIST WITH (2/1 1/2" X 1/8" METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED AND NAILED WITH (6) 061 NAILS PER STRAP TO ROOF OR CEILING FRAMING. V. MASONRY FIREPLACES AND CHIMNEYS 1. • CHIMNEY SHAI 1 NOT SUPPORT ANY STRUCTURAL WEIGHT OTHER THAN ITS OWN UNLESS 50 DESIGNED. 2. PROVIDE ACCESSIBLE DAMPER CONTROL AND OUTSIDE COMBUSTION AIR. 3. MAXIMUM TEMPERATURES, EWE LINING, FLUE SIZING, TERMINATION HEIGHT AND CLEARANCES TO COMBUSTIBLES SHALL COMPLY WITH UBG TABLE 31 -5 AND 31-A. 4. SEISMIC ANCHORAGE SHALL BE PROVIDED FOR MASONRY CHIMNEYS AT EXTERIOR WAILS PER UBG 3102.4.3. 5. GL.EARANCE TO COMBUSTIBLE MATERIAL: 2" FROM FIREPLACE SMOKE CHAMBER AND CHIMNEY WALLS, 5" FROM FIREPLACE OPENING AND COMBUSTIBLE MATERIAL WITH 12" OF OPENING SHALL NOT PROJECT MORE THAN 1/8" PER INCH OF CLEARANCE FROM OPENING. 6. HEARTH EXTENSION SHALL BE 4" MINIMUM THICK NON- COMBUSTS! F MATERIAL. HEARTH EXTENSIONS SHAT 1 EXTEND 16" FORM THE FRONT OF AND 8" BEYOND THE SIDES OF THE FIREPLACE OPENING. IF THE OPENING 15 GREATER THAN 6 50. FT., THE HEARTH EXTENSION SHALL EXTEND 20" IN FRONT OF AND 12" BEYOND THE SIDES OF THE OPENING. HEARTH EXTENSIONS SHALL BE READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. ?N. ENERGY NOTES PER 1g97 Y`kSEC 1. EXTERIOR JOINTS AROUND WINDOW AND 1200R FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF, AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, ROOF AND FLOORS; AND OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER - STRIPPED TO LIMIT AIR LEAKAGE. WEATHERSTRIP EXTERIOR DOORS AND DOORS ADJOINING UNHEATED SPACES. EXTERIOR OPENINGS EXPOSED TO WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. ALL FLASHING, GOUN I LRFLASHING AND COPING, WHEN OF METAL, SHALL BE NOT < 26 GA CORROSION RESISTANT METAL. 2. PROVIDE VAPOR BARRIERS AT HEATED SIDE OF INSULATED ASSEMBLIES EXCEPT AT INSULATED WALLS WITH W.P. WALL BOARD AND AT SHOWER CEILINGS. 3. PROVIDE 6 MIL, BLACK, POLYETHYLENE GROUND COVER AT CRAWL SPACES. LAP 12" MINIMUM AND LAP UP FOUNDATION WALLS TO A HEIGHT OF ADJACENT EXTERIOR �, GRADE. - \\ 4. IN5ULA 1 t FLOORS, WALLS AND ROOF PER P4(N 5. FAGED INSULATION TO BE FACE STAPLED. ) " ` mod 6. INSULA I t HOT AIR DUCTS IN NON - HEATED SPAS. 5 r� PER TABLE 4 -16 (R -4). \ 1. INSULATE 24" OF PERIME 1 ER OF SLABS AT HEA ROOMS WITH R -10 RIGID INSULATION. i +b 5. INSULATE HOT WATER PIPES PER TABLE 4 -11. 9. PROVIDE 2.5 G.P.M. FLOW RESTRIGTORS AT SHOWERS. 10. WATER HEA i tRS SHALL MEET 1931 NAEGA. 11. ELECTRIC HW TANKS IN NON -HEA I ED SPACES SHALL BE PLACED ON A NON - COMPRESSIBLE SURFACE AND THE FLOOR INSULATED TO R -10. 12. HVAG EQUIPMENT SHALL BE SIZED TO A MINIMUM OF 100% AND MAXIMUM OF 150% OF THE DESIGN LOAD (UNO). INSTALLING CONTRACTOR SHALL PROVIDE SIZING AND HEAT L055 GALLS. 13. RECESSED LIGHTING SHALL BE TYPE 1C OR NON 16 INSIDE AIR -TIGHT ASSEMBLY (1/2" GWB BOX). 14. EXTEND WIND BAFFLES TO A POINT 12" VERTICALLY ABOVE THE TOP OF INSULATION. 11 X. VENTILATION AND INDOOR AIR QUALITY PER VIAQ 1QG-1. 1. IN I EGRATED WHOLE HOUSE VENT SYSTEM FOR THE INTERMIT I ENTRY OPERATED IN 1 EGRATED FORGED AIR HEAT1NG SYS (tM. A. SOURCE SPECIFIC. VENT1LATiON REQUIREMENTS 1. EXHAUST FAN REQUIREMENTS: BATHROOMS, LAUNDRIES AND POWDER ROOMS SHALL HAVE MINIMUM 50 GFM 1. .25 W.G. KITCHENS SHALL HAVE MINIMUM 100 GFM ®.25 W.G. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: DUCTS TO BE INSULATED TO R -4 IN UNCONDITIONED SPACES, BE EQUIPPED WITH A BACKDRAFT DAMPER, TERMINA i E OUTSIDE THE BUILDING ENVELOPE AND COMPLY 1^>,ITH TABI F 3.3 VIAQ CODE. NOTE: IT 15 RECOMMENDED BY TO INSTALL A CENTRALLY LOCATED WHO! F HOUSE EXHAUST FAN WITH A MAXIMUM SONE RATING OF 1.5 AND SIZED ACCORDING TO TABLE 3 -2 VIAQ AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING. INTERIOR DOORS SHOULD BE UNDERCUT 1/2" ABOVE THE FINISHED FLOOR. DESiGN LOADS CODES DOI3Il / LIVE LOADS E1 A UNIFORM BUILDING CODE 199E EDITION 4 AMENDMENTS WITH SEATTLE BUILDING CODE AMENDMENTS, IF APPLICABLE 1991 WASHINGTON STATE ENERGY CODE WAG 51 -11 FLOOR: 40 PSF, ROOF: 25 PSF, ATTiC: 15 PSF, STAIRS: 100 F'SF DECKS: 40 PSF, BALCONIES 60 PSF.GUARDRAILS: 20# PEE AT TOP OF RAIL SEISMIC ZONE: 3. BASIC WIND SPEED: 50 MPH, EXPOSURE B (UNO) SOIL BEARING CAPACITY ASSUMED AT 2000 PSF (UNO) IN PLANS OR A SOILS REPORT BY A QUALIFIED SOILS ENGINEER. EARTH PRESSURE ASSUMED AT 60 PCF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 30 PCF FOR CANTILEVER RETAINING WALLS CONCRETE MINIMUM COMPRESSIVE STRENGTH: .2500 PSI AT 28 DAYS (UNO). 5 1/2 SACK GEMENT PER GU/YD, MAX. 6 GAL. WA 1 tR PER SACK. MAXIMUM SLUMP 4 ", MAXIMUM AGGREGATE SIZE 1 -1/2" RETAINING WALL: 2500 PSI AT 28 DAYS, 5 1/2 SACK CEMENT PER GU/YD. EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED (5 %). REINFORCING STEEL ASTM A -615 GRADE 40 FRAMING LUMBER (UNLESS OTHERWISE NOTED ON PLAN) PLATES AND SILLS GONG) STUDS JOISTS AND RAFTERS POSTS AND HEADERS BEAMS GLU -LAM BEAMS (SIMPLE SPAN) GLU -LAM BEAMS(CANTILEVER) DECK JOISTS DECK BEAMS METAL CONNECTORS HF #2 OR BTR(PT c� HF "STUD GRADE" HF #2 DF #2 DF #1 24F -V3 24F -V8 P.T. 1-1F #2 P.T. HF #1 RECEIVED CITY OF TUKWILA "SIMPSON" BRAND OR AN IGB0 EQUIVALENT SEP 26 2001 MASONRY PERMIT CENTER MORTAR: TYPE 5, 1 PG, 1/2 LIME PU i TY, 4 SAND. 5 i EEL• G' : 40 JAMES - A•DERSON D ESIGN RESIDEN77AL ARCHITECTUfrg - t\J� PLA J A CATHY ANDERSON • REGIS I EKED ?RCA I ECT 330 DAYTON ST. #6 • EDMONDS, NA. 68020 116 -6766 PHONE FAX 716 - 6766 DATE SHEET I. Joist to sill a gran. woad 3 dd 2 Sratgaig to least. maul each end IN 3 .- x t; ;25 atm x 152 stn) anbfloor or loss to acs jam tame nail 2-8d 4. Wider than I' x 6 1::: nun x ".52 t m) subfloor to each pia, lace na 3- 5. 2 (51 ttmn) saabftloor to i)O ar girder. blind and fax Dad 3 l6d 6. Sole mate to pat or blocking„ ttypwai face cad 16d at 16' (406 anni o e Sole plate to joist or blocking. aft braced watt panels 3 -16d pa 16' (406 cm) 7. Top plate to start, clad Dail 2 -16d 8. Stud to sole pate 4-8d, toenail or 2 -16d, eau nazi 9. Double studs. lace nail - 16d at 24" (610 mm) o_c 10. Doubled top planes, typical race nail 16d at 16" (406 mm) o.c. Dante top prates, lap splice 3 -16d 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim foist to top ptate, toenail &I at 6" (152 mm) o.c 13. Top plates, laps and intersections. face nail 2 -16d 14. Conunuous header, two pieces 16d at 16" (406 mm) o.c. strong each edge :5. Ceiling Joists to prate, :Denali 3-84 it Continuous treader to stot. tomtfat! i :tat 17. Ceiling joists, laps over partitions, face nail 3-16d 18. '2eiiirte joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-8d 20. 1' (25 rnm) brace to each stt:i and piate, face nail 2-134 21. :" x 8" (25 mm x 203 mm) sheathing or less to each bearing, face nail 2-8d 22 Wider tnan 1" x 8" (25 nun x 203 mm) sheathing to each bearing, face nail 3-8d 2. Built -up corner studs 16d at 24" ,:610 mm) o.c. 24. Built -up girder and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2 -20d at ends and at each splice 25. `" (51 mm) planks 2 -16d at each bearing 26. Wood structural paneis and particleboard:' Subfioor and wail sheathing (to framing): - 1 12 !127 mm) and less 6d3 19/ " -3x ;15 mm -19 mm) 8d or 6d 7 /8 " -1" (22 mm -25 mm) 3d 1 " -1 /4" (29 mm -32 mm) 10d or 8d Combination subfloor- underlayment (to framing): - 3 /4" (19 mm) and less 6d ' 7 /8 " -1" (22 rnm -25 mm) 8d 1 - i (29 mm -32 mm) 10d or 8d 27. Panei siding (to framing) 1 /2" (12.7 mm) or less 6d° 5 18" (16 mm) 8d 28. Fiberboard sheathing:' 1l2" (123 mm) No. I1 ga. No. 16 ga. 25/32" (20 mm) No. 11 ga. 8d No. 16 ga. 29_ Interior paneling 1 / 4 " (6.4 mm) 4d10 1 3 18" (9.5 mm) 6d11 WIC T ASV $M CANT_ G3 . GDR GL CLR GOM G.:.•MP GONG GGNT d R DEL PiAM E.E. E FXF EX t FIN F.v. FCS F? FTG GLB GL. Grc 6,^i5 HL' HOR HR H GT. H ___ Hi^1 A SE3REV! AT?ONS/ELEGTR1GAL/1v1F_GHANICAL/ L!GTiN G E=SM ESP U.G. L.P.O. V CFM 4E � 4 ;1 1144 Gl 4 G'R SOLT AgC,,r+E ALTERNATE BOAR.2 5L:'"G•.146 SEAM GANT1:_s'VEE GARRIi•GE BOLT GEAR C1 JLING GENTERLiN E COMMON CCM P05rf ON GONCFZ... 1 C.C. ` +TIN dCtu5 F'n iNY ^FADBOLT DIAMETER EACH END EACH SiDE EACH MAY E)c1ST1NG EXPCSt` J EXit ICR FINISH FIBERGLASS FLOOR JOIST FINISH~' ' FLOOR UNE FACE OF STJD FIREPLACE FOOTING GLUJ- L, SEAM GL.AL.S /GLA�.ING GRADE GYPSUM WALLBOARD HCL DCWN HEADER HANi..;R, iL HE'.GHT 1-i EAT LAMP HOT WA T rS ELECTRIC SERVICE METER ELECTRIC, SERVICE PANEL L ELEGTRIG WALL HEATER ELECTRIC BASEBOARD LC A PER. CWN ER VENT TO OUTSIDE CUE! FEET PER MINUTE ELEGTS,GALi MECHANICAL/ SYNfSOLS SWITCH 3 WAY S:v■t1TGH DIMMER SI"tITGH TIMER SWITCH DUPLEX OUTLET HALF SWITCHED SPEC. APPLIANCE FLOOR OUTLET :220v OUTLET / ATERPRF OUTLET GFIG OUTLET INCL. MAX 5. INC. PITS GA. G.G. G C P 3.0. PL Y FYI R c ELoc, R EQV R a" R.O. S.G. SHT �Y1 SKY 51iG Siv 4 T T T B T_PL . TY' TAG UNFIN. U.N.O. V$. V.G. WD W.I. ELECTRIC, PANEL ELECTRIC METER SMOKE DETEC TOR EXHAUST FAN GABLE JACK POORE ELL/CHIME PHONE JACK THERMOSTAT HEAT REGISTER ELEC. BASE BD W4GLUDE INTMIOR LAMINATEt L NEN MAXIMUM MACHINE BOLT MINIMUM iNCLUDE NOT TO SCALE t ON CENTER CVE C...IENTED STRAND BOARD PROVIDED BY O1WNER PLATE PR TREA I tr..) PLYI"4:CD RteER RELOCATE RE2UIRED ROD AND 5HeLP t C OPENING ROUGH SAWN SOLD GORE SHFP; SHELF SKYLIGHT SLIDING SHEARWALL TREAD TIE; DOV N (U) TONE_ BAR TOP PLATE TYPICAL TONGUE AND GROOVE UNF)NISHL ' UNLESS NOTED OTHER1' 15E VAPOR BARRIER VERTICAL GRAIN WOOD VNR iUGHT IRCN WATER PROOF GROUND FAULT INTERRUPT CIRCUIT SMOKE Dt ! t CTOR WATER SERVICE LINE HOSE BIBB GLEAN OUT GOLD AIR RETURN SURFACE LIGHT WALL MNT. LIGHT RECESSED LIGHT CHANDELIER FLUORESCENT TRACK LIGHT PULL CHAIN LIGHT GA5 METER FLOOR DRAIN HOSE BiBB TABLE 234$1 TABLE 23- 11- B-1-- NA1UNG SCHEDULE #897 UNWORN BUILDING COOS 1 Common or box nails may be used e,.cept where otherwise stated. 2 Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (3()5 rim) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structura: panel and particleboaru dial. ;ragms and shear walls. refer to Sections 2315.3.3 and 2315.4. Nails for wail sheathing may be common, box or casing. 3 Common or deformed shank. 4 Common. 5 Deformed shank. 6 Corrosion- resistant siding ar casing nails conforming to the requirements of Section 2304.3. 'Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on cents: at intermediate supports. 8 Corrosion- resistant roofing nails with 7 /16 -inch- diameter (11 mm) head and t t/2 -inch (38 tttm) length for 1/2 -inch (117 mm) sheathing and 1 -inch (44 mm ) iength for 2-5 '32 -inch (20 mm) sheathing - conforming to the requirements of Section 2304.3. 9 Corrosion- resistant stapies with nominai '/ -inch (11 mm) crown and 1 -inch (29 mm) length for 1 /2 -inch (12.7 mm) sheathing and 11/2 -inch (38 mm) length for 25 /32 -inch (20 mm) sheathing conforming to the requirements of Section 2304.3. t supports at 16 inches (406 mm) (20 inches (508 mm) if strength axis in the long direction of the pane!. unless otherwise marked]. Casing or finish nails spaced 6 inches (152 nun) on panel edges, 12 inches (305 mm) at intermediate supports. 11 Panel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. r• V yc } , Q I r understand that the Pan Check eCprcvc. ?s are subject to errors and ol»tss and app: oval of plans does not autnornze v;o -: :.on of any adopted code or aro.nance. F.e:e'zit of con - tractors copy of approved plans acknowledged. By Date Permit • FiLE COP'f TiT SEPARATE PERMIT R'iUIRED FOR: 'ECHAMCAL C� .LECTR CAL [ . '.UMBt G [AS PIPING CITY OF TUKWILA BUILDING DIVISION 1> • 311 COPYRIGHT © JAD UNAUTHORI7r REPRODUCTION OR USE iS PROHIBITED AND PROTECTED BY FEDERAL LAM JANfES- ANI;ERSCN �SSIGI`i h'�SIDJd i AL ARCH /TEGTWE kot-(t: 1N CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. 1 $6 • EDMONDS, WA. 18020 1"16 -6166 PHONE FAX T1 S -6766 J RECEIVED CITY OF TUKWILA SEP 2 6 L11 PERMIT CENTER DATE SHEET 1/9 1 a 7 -&• %u 112,,<) 9 r+b o r r1 t " r� 9 I 45 00e II, 4 .. I I I I ' x I v 1_I - t7 2 d 0001 G&I.IG GIB_ Li CIJ / � \ki-pi 1 1 Cry I�Ck " fo j o • — r of f oORPA>ATtott / '0 tt Naotoosie q Ow/ 1 G+UIL' 'DU t , Zo3 e FLOOR TIES/ HOLDOWNS SIMPSON U.N.Q. 09 RECEIVED CITY OF TUKWILA SEP 2 6 2001 PERMIT CENTER GOPYRIGHT © 1 / 9 y9 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PRO I LGTED BY FEDERAL LAIN JAM ES- ANOERSON D R /DEN71AL ARCHITECTURE ) 041/-- FYI -7 I IN V-- W CATHY ANDERSON • REGISTERED ARCH I I LCT 330 DAYTON 5T. 4 6 • EDMONDS, NA. 98020 176-6766 PHONE FAX — 16 -61b6 DATE SHEET STRAP NAILING HOLDOWN STUD ANCHORAGE H OLDO WN ANCHOR BOLTS NOTES ,AL _ RIZONTAL (-7 CA ( 1-i) t �b�l �- � Z I' (1 . -- i-1) ( . fir . ( k--7 / 3 , ' -,--1-1 l- . . N-171.4-K) 3 —ICS ___-, F .A1 '7 L- i---* t . &I . 1( )( -1bci. -,-, pe .sf 1- LOGA I t HOLDOWN AT EACH END OF SHEARWALL 3- EXTEND FDN DOWN AS RECZD TO 2- CRIPPLE WALL CONSTRUCTION SAME AS ABOVE RECEIVE HOLDOWN A.B. EMBEDMENT 4- THREADED ROD AND COUPLER AS REO'D SHE,RWALL SCHEDULE- STUD FRAMING MARK SHEATHING ON 2X HF U.N.D. NAILING EDGES BLK'D U.N.O. NAILING FIELD SHEAR FLOW NAILING BASE - filgiaPd5 PLATE RIM JOIST SILL PLATE ANCHORS -7 -7/1C.,11 d- I`5 /�z FW , ? e ZI ' oc- O I I� et 1- — e76 e 12, „ I e,1 4- `r u r I 1 x I d (_,:)I, lj t / YY -, WI (a" 0e7f, It- / e2`1-C 4 p II € 1 G 12i p I I� G) c.- Ca , .'�, - G* `.I`b11 / �j VY / V iv.' f z j 2, . J . G GG7 -, 4- � d° Gcc9l- K� 4. I I �p� G - r - ' � ! I a 1/ i 7 II ��z (V--A- 11 e c e I Z II (a F I 11 I I'_ o 1 o C../ vv I I = 6 q -LP 7A.-1( a5a I , / JG" o gG G GII bye h'C It, 'I j t, -l1 _ ' -12 /.O[ /-- tD,-. ) 1- lz1 x l 5 1 1 I ,J C.,J -t,L, ( r 4 A )e 1 2 . , 0 1 ( - 9 G , / ] / ) L-- a 7 -&• %u 112,,<) 9 r+b o r r1 t " r� 9 I 45 00e II, 4 .. I I I I ' x I v 1_I - t7 2 d 0001 G&I.IG GIB_ Li CIJ / � \ki-pi 1 1 Cry I�Ck " fo j o • — r of f oORPA>ATtott / '0 tt Naotoosie q Ow/ 1 G+UIL' 'DU t , Zo3 e FLOOR TIES/ HOLDOWNS SIMPSON U.N.Q. 09 RECEIVED CITY OF TUKWILA SEP 2 6 2001 PERMIT CENTER GOPYRIGHT © 1 / 9 y9 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PRO I LGTED BY FEDERAL LAIN JAM ES- ANOERSON D R /DEN71AL ARCHITECTURE ) 041/-- FYI -7 I IN V-- W CATHY ANDERSON • REGISTERED ARCH I I LCT 330 DAYTON 5T. 4 6 • EDMONDS, NA. 98020 176-6766 PHONE FAX — 16 -61b6 DATE SHEET 1 1 FILE COPY 1 G CO i ? (b -:!and that the Plan Check approvals are to errors and omissions and approval of r : _ es not authorize the violation of any ni s .! :la or ordinance. Receipt of con - cosy of approved plans acknowledged. l t, Ak • 1 m j ►/ V f ' 31 1 -41 24- rt* • a 7 4 44 v r � w-�' i'1% 1' -4 R 4 ca.�.�.. w/ w v "5191-- cotiaG rb a !o'er 49, it&" ldti.- 1+. -fot� o .,i4X4PINCe1-461/ z1 'a A..\..7v Z 1/2.:k ' ,c..ss vw e.‘4‘4.161 ti - Lime oT btov IN 11 o - r 1-r''i}- i \ 7 I I 4 696f ' Cat-'44. e lit • f I,K 1 o -rh.1, r 1,49cici ‘im- 4-16e N _1 ■ 1:40 2. O � Do t SEPARATE PERMIT RI FOR: , 'ECHANICAL Vi;_ECTRICAL [ /" _UMBING £t :. AS PIPING CITY OF TUKWILA BUILDING DIVISION l\ ' L ‘ 7 f l_ l .. ' r) V!SION. CITY OF OF TUKWILA PERMIT CENTER o I I 1 A - \/, ►.� -r�' !�?{-F 4# ;i [2r) o 4.a44c NM•Ic. r-G otAik* W e.<,n Ada lulu IS � 1 Z -2x+ r ie4frtr t 0,6 y4 .z.x6 1 4-ti o ,Lv- i -• • K a t c 2af oL. 46et& cao7 t T et - \\1 • A ' '' SION\0 CITY OF IU PERMIT CENTS . DATE 6144,t, b Wxe { ,. (4. 't? it Fib( r4vr ....use*,-, . - I i at . Q O /1 4 • - .. ..., iv 1 t Al IL --:4 - • ai ....1/ : O / - o iri 1 Q ilv)4- I • hJU .:.• 24' I' ex �. �. • . L r ii-uxIE yia4- - x e - p i. t 4 w . . G t r CONT /N,c!'( t L i A ii f 1 i i o I I 1 A - \/, ►.� -r�' !�?{-F 4# ;i [2r) o 4.a44c NM•Ic. r-G otAik* W e.<,n Ada lulu IS � 1 Z -2x+ r ie4frtr t 0,6 y4 .z.x6 1 4-ti o ,Lv- i -• • K a t c 2af oL. 46et& cao7 6144,t, b t T et - \\1 • A ' '' SION\0 CITY OF IU PERMIT CENTS . DATE TARGET ASSEMBLIES PROPOSED ASSEMBLIES "U" ~ _ • -I AREA U X A FLOORS ( R -19) Double AAMA tested FLAT CEILINGS W/ ATTIC (R-30) . 041 1,040_ 2 CEILINGS W /ATTIC (R-at) SCISSOR TRUSS 4/12 PITCH (R -30) .043 .036 &,048 314 CEILINGS VAULTED (R -30) .034 .040 GL.AZING 15 % OF FLOOR AREA (I) =1 1 Opaque Door 5/12 PiTCH (R -38) .650 240.8 1563 WALLS (R -1 IJALL 1) �x� S ST .033 Wood 1 3/4 5G _ .062 1811 112.3 DOORS ( R -2.5) 118.7 2 X WALLS STANDARD (R -11 ) LAPPED WOOD .400 31.75 15.1 SLAB ON GRADE (R -10) RIGID .088 1643 .5 DOORS I 2.0 ft. BELOW GRADE INTERIOR WALL SLAB (R -10) (R-11) F= SLAB ON GRADE (R -10) RIGID W/ TB �- Q r v '� tlf O�O� " 6.53 2.0 ft. BELOW GRADE INTERIOR WALL (R -1! ,) .064 3.5 ft. BELOW GRADE INTERIOR WALL (R -1 t.) SLAB (R -10) IN/ TS F= .600 1 11210.4_ SL.AB (R -1O) F= .058 1.43 I 7 ft. BELOW GRADE INTERIOR WALL SLAB (R -1O) (R -11:) F= R-11, wood studs .082 7.0 ft. •BELOW GRADE INTERIOR WALL (R -11) .050 671.42 TARGET TOTAL - SLAB (R -10) W/ TS F= .420 3 GROUP R OCCUPANY PROPOSED UA PROPOSED ASSEMBLIES "U" AREA U X A 2. FLOORS (R -19) .041 Double AAMA tested FLAT CEILINGS W/ ATTIC (R-30) .036 .031 1 , 0 40 3Z 4- FLAT CEILINGS Ysl/ ATTIC (R -38) . SCISSOR TRUSS 4/12 PITCH (R -30) .043 17.25 5/12 PITCH (R -30) .039 4/12 PITCH (R -38) .040 1 Opaque Door 5/12 PiTCH (R -38) .035 2b.22 CEILINGS VAULTED (24" OG) 2 X 12 VENTED (R -30) .033 Wood 1 3/4 5G .330 GLAZ1N6 . 516 230 118.7 2 X WALLS STANDARD (R -11 ) LAPPED WOOD .082 . 118 14.6 2 X 4 WALLS STANDARD (R -11) T1 -11 .088 1643 144.6 DOORS . 284 37.75 10.'72 SLAB ON GRADE (R -10) RIGID W/ TB .540 6.53 2.0 ft. BELOW GRADE INTERIOR WALL (R -1! ,) .064 R -30 .036 SLAB (R -10) IN/ TS F= .600 1 11210.4_ Insu Iat ion 3.5 ft. BELOW GRADE INTERIOR WALL (R -11) .058 1.43 SLAB (R-10)1"1/ TB F= .570 R-11, wood studs .082 7.0 ft. •BELOW GRADE INTERIOR WALL (R -11) .050 671.42 above E below grade - SLAB (R -10) W/ TS F= .420 • 1643.0 PROPOSED TOTAL 363 Building Component Description U or F Value Heat Loss Factor Component Footage Heat Toss in STUH A Window,5kyllte Double AAMA tested .516 23.14 230.0 5459.28 51lding 4 Swinging Double AAMA tested .315 17.25 Glass Door 1 Opaque Door Wood 1 3/4 w /panels .5'10 2b.22 Wood 1 3/4 5G .330 15.18 Wood 1 3/8 5G .390 17.94 17.8 318.44 Insul. metal w/T3 .1q0 8.14 . .20 .0 114.80 Insui. metal w.P B .142 6.53 C. Roof /Ceiling R -30 .036 1.66 1,040 11210.4_ Insu Iat ion R -38 .031 1.43 D. Wall Insulation R-11, wood studs .082 3.71 178.0 671.42 above E below grade R -fl, wood studs .088 4.05 1643.0 6650.86 R- 21,Wood studs .057 2.62 E. Floor Over Unheated R -19 .041 1.89 950.0 1791.70 space Insulation R -30 .029 1.33 F. Slab On Grade Floor R--10 .540 24.84 Perimeter Insulation G. 5asement Floor None .032 1.41 H. Infiltration I Post 1980 .018x.6 ACH 0.50 12704.0 6352.00 Design Heating Load 231449 DHL= (heated floor area) DIVED \i 1 14.33 Minimum Required Equipment SIze L X `e TUKWiLA .'014 ,� 9 Maximum Required Equipment SIze = DHL x 2 , 45 Proposed Equipment SIze (Output) = 25000.00 i • . Z >el o L i11 ic 'j - . ► ; • j i l 2x' I -I I A>1 Dl i-ics I 'L if \ ; r • fi 1 2/0x2/0 4/0 x 3/b 6 1/6X4/0 1 1 6 /06 /0X O X6 10 3 5/0X41/0 1 3/0X3/0 2/0X2/6 1 g Fixed Sidg Fixed 51dg Patio SIdg Fixed 5H 4.00 14.00 36.00 24.00 41.00 60.00 9.00 10.00 0.50 0.53 050 0.53 0.44 0.53 0.50 053 12.2 20.04 31.80 4.50 5.30 4INVOIN SCHEDULE 2 I- II C) - 1 4, 1 542 4/0X4/0 Sid WEIGHTED 't1' GAS DOORS 1 3 /OXey rB 2/8X6/8 W EIGHTED "U' GAS In. sti. SCwd WINDOW M4NUFACTURER DOOR MANLFA:: CURER I 32.00 0.55 16.96 20.000 17.750 0.19 0.39 37.750 ' :;f. fy?• • f r.Y. I . .411-44 14 2.00 1.42 113.00 (2) gridO4t Eg ress Safety I. (1) Egress 0.516 5.80 Solid urethane 6.12 1 3/8" 10./2 0.284 NOTES OWNER: 31)pq,r &mES /VC PLAN It: 1 &qq ess/ grid HEATED FLOOR AREA: lbffq Grid /obscure,4 (2) obscure • . Y: w:ir~•hrr ., tAr t)et.f - .R k; It S R J -E Y TOTAL TARGET UA TOTAL PROPOSED UA REMO NO, ---- r ,00 • PA . , 31 L -* ,fir ' 4 ,. CHAPTER 5 COMPONENT PERFORMANCE APPROACH RESIDENTIAL OCCUPANCY/ OTHER FUELS JOB *: GROSS WALL AREA 2089 EQUIPMENT SIZING FORM I 31/ PERMIT CENTEFI �A�IG Aler 363 3(03 — worrisoriiirsormairmormikirrolhoorriworairodirotruiroduoiounowilmrlioriiir11441.1, l ao,Nroa...1 . 0.1fi.....• 1101111111011111061411 , :: :::j .ii:ii, HaNioin ,,, , ,: , ,, ,i ir l . ;iumi7 777 , 7rmir,.,, r....., , i , u , , , , ,, iii, , , , ,, , It i. ,; , , , , , , i. , , , ,, , ,, , , .. , i,ii ,, , , , ; ,, ,, : i , , , ,,, ,, ; ; i i 1, i i . ::: i , ::: , ■ ; , ■: ::!; ;;: : , :; :;; ; 11 , ' 1 , : . ,s t " '' 777. ',.: ' ,„,..., j,Iliti::...•''''". l ' t, r ‘i I ' ) :: 1 I ri I: t, I Q L , p It 4 ,, .C..\ 1:.,....„,:„,„:4,,„.,•,...:• .. f t i l il . , 1 l'• b I:. ■ , ki g , -,_, f 1 • 14100.041.14100,81010NIM1.4.10111.10MOINNIMI faM110/11 I ' . ,10,,,,,, ii,»,,.i. , ',,,,..„.■,''' A .,-------- 3 / ., th ,,,,,,,,,,, , ,,... , 7 11 & \ ( ill/$10/1114h011011,11,4,61,1jOij.”1,11 /WWII/Po .1,4 1 1 1 1 ) 1. j , orHutimmimmnsi,:m 1 •• • t Q I T 1 1. I i ,litil, ■ 'II ji,dr,:oiliu,,,ii,,,,iii,, 17,514,,RiplturT.,1#17777,, tr,,,,,,,,,,,,,,,,,,,,,i,,,,,i,,„4„.,,„„.„,,,,,,404,,,,,,,,,,,,„;,,,,i,,, 0,± 1 ,,,,,,,j mto. • •“.... ••••••••...,.....••""....",''......."."..." ilWiE,...:..u",:....--,7iiiiiiiiiwp 1,11:11,.:.'1.1.;:;;7:1;j7i:i:;:.::;*;.,,.:',71: Arl • ,u,.....f..tvow,....411-.........•••..ouer...-+ft.....r....0...._. ,::,,,...:;......'... .... „ i . ,I 11••.1 •••talt,.bee•NOW..1410. I Ili • • litn•11111111 • • , 11 , 71. ( :, : 1. , g 1,1.1 •: .• • • • • Al • • • • • • • • . ”'":" • p.' .0 • .y.vilfr.1'171,117,i749,11 ,.■ , ,11 t. r: • •. ■111 4 ,,„ „. 1 1d7,11;„ • .nmenr.angt. ill *. 1 11 1 Il i • I ii # I i I X d • • • • S• ■ . I - r • , 1111,:tr. , 010::11 1 111 • • ”411••■•ms uJ • 0 1 tfl 111 Lflni ILI 6 Kr IL 0 int O riltLl 0 W-- < a Z I w q..+.4 R--: KA NAr,r'i-A iR i,- WHOL cus r .••a.ACS ; J Fitly ..JNrAKE.. 1 z: J6 Zar r,..i4 4 . . - - - ; 1 4 +vei (t -/•9 Vat i r AY" :; MAMJAL AMJAL . IRFLCW / y : 'USTMcN NMPER,I 2u i , iNr cS CI W riW CIv j OFF 5WITG4 5UP ° Y AIR t I F- 1' MI!i&uiwL - 7 11 6Alookt clod- diet. 0 riC* _ �- ` t0. • 4t aC� G� Pear V! .46 Tatok 3-5 I fl __f_tr-4Etzte, _ F of L c4,•610 vy>C � o » H ! G'/ . t7 e_r&F u P. ( ti E1i..A►:S" -,N_ VE.' - RETURN AIR. SUPPLY AIR STALE.: Mc: a I � f- X211 1 l .S�• „V•V .• VII -t. Moat ' ta"3 J er Vex VIA NieshiattOm Cookke0( 61k*.tl 1oa Per a -503.11;22, LNG 6651( Mei* d it/44d !u ov tla d cv .64410 'hall be encased 1• g4 /e s f 'Z - Inaie..s 04 Concrete /r , 4 S • i I 1 2 N 6, 1 . •4_ - •" 17 f 1 ' -w 4 _ Leis I Z s 4-h e— # - r ___ _ - _ 51 t7 • tldd� J p C oil , - M- 16-N- ---- -1 ONN1-M44.4O -M .04.41. - 41w- - - VOIMOMMOSOMINO 11- i. ( ryyS6 t 12 ock \ . s *.%tP 4 i ? e ?.4M 1 -1 4 ♦-y � 7. . 00 ` -r - ±h : . , 1 NN S -4 a a �` r o' ��''� ,� / / , j I I"-I I l� 4 .. J f; f ' J L9 if �i Oki 0 i it ;1711;1-14' I�i� -✓ ' 1 is.;-.1.i t,i,,r!._ /LI'GI r= b � 1., [4,!i4 w I i %f � w1 J P , 7 '' 4-e >.. &ate &'f Y .--_-; !Z g A , f 14, cl t e.o‹._ ✓'-) v / //) . l 1. * ;7 1 1, , ,9o0 2x4 u c I io"o: G. •' :I • Z/4 . - \ k o - L ) z) r !'v j Wit-+ 77 I !/ i� tJ I L■ 2,)& I ( , tt' - Th t' 1 . ?It, 1 ,� , .• , � ,iJ . Its 1 1 )./..____ _ •r r ~- N • (' 4 \� G,,(lr ' Ii !✓ - f c7 r i !ter- rte' L , . 61, 6,/vhi V:5 Qt1 w■ �r�r,raf w ■ MIMI ■�arill , ■rrrr���rsr�rsH■ ,CC ■.r■■■■■■ ■■iiii 4lrrrllirrirrlrrlrlrrlrrr r • 0m414or • ¶ 1N 5jij) °- 6 1 ke +` 'lilt ill" gai sarsr� ri tk a\ 7z2(0 of r�J JAMES- A■I,ESSON �ESiGN KESIDEN77AL AR 1- Il7EGWUKE • Ak5C- t& 0 CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON 5T. tt6 • EDMONDS, W.A. x&020 T16 -6166 PHONE FAX 1'I6 -6166 N rg—c RECEIVED CITY' OF TUKWILA SEP 26 2001 PERMIT CENTER SHEET REINFORCEMENT SCHEDULE VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT HEIGHT IN FEET i 2' (1) #4 TOP BAR _ NONE REQ'D 2'TO < 1 4' #4 @ 24' 0.0. #4 @ 24' CC. 4' TO < 6' #4 e 18' O.C. #4 @ 18 O.C. 6' TO < 8' #4 @ 16' O.C. #4 @ 10' O.C. > 8' ENGINEER'S DESIGN REQ'D w q..+.4 R--: KA NAr,r'i-A iR i,- WHOL cus r .••a.ACS ; J Fitly ..JNrAKE.. 1 z: J6 Zar r,..i4 4 . . - - - ; 1 4 +vei (t -/•9 Vat i r AY" :; MAMJAL AMJAL . IRFLCW / y : 'USTMcN NMPER,I 2u i , iNr cS CI W riW CIv j OFF 5WITG4 5UP ° Y AIR t I F- 1' MI!i&uiwL - 7 11 6Alookt clod- diet. 0 riC* _ �- ` t0. • 4t aC� G� Pear V! .46 Tatok 3-5 I fl __f_tr-4Etzte, _ F of L c4,•610 vy>C � o » H ! G'/ . t7 e_r&F u P. ( ti E1i..A►:S" -,N_ VE.' - RETURN AIR. SUPPLY AIR STALE.: Mc: a I � f- X211 1 l .S�• „V•V .• VII -t. Moat ' ta"3 J er Vex VIA NieshiattOm Cookke0( 61k*.tl 1oa Per a -503.11;22, LNG 6651( Mei* d it/44d !u ov tla d cv .64410 'hall be encased 1• g4 /e s f 'Z - Inaie..s 04 Concrete /r , 4 S • i I 1 2 N 6, 1 . •4_ - •" 17 f 1 ' -w 4 _ Leis I Z s 4-h e— # - r ___ _ - _ 51 t7 • tldd� J p C oil , - M- 16-N- ---- -1 ONN1-M44.4O -M .04.41. - 41w- - - VOIMOMMOSOMINO 11- i. ( ryyS6 t 12 ock \ . s *.%tP 4 i ? e ?.4M 1 -1 4 ♦-y � 7. . 00 ` -r - ±h : . , 1 NN S -4 a a �` r o' ��''� ,� / / , j I I"-I I l� 4 .. J f; f ' J L9 if �i Oki 0 i it ;1711;1-14' I�i� -✓ ' 1 is.;-.1.i t,i,,r!._ /LI'GI r= b � 1., [4,!i4 w I i %f � w1 J P , 7 '' 4-e >.. &ate &'f Y .--_-; !Z g A , f 14, cl t e.o‹._ ✓'-) v / //) . l 1. * ;7 1 1, , ,9o0 2x4 u c I io"o: G. •' :I • Z/4 . - \ k o - L ) z) r !'v j Wit-+ 77 I !/ i� tJ I L■ 2,)& I ( , tt' - Th t' 1 . ?It, 1 ,� , .• , � ,iJ . Its 1 1 )./..____ _ •r r ~- N • (' 4 \� G,,(lr ' Ii !✓ - f c7 r i !ter- rte' L , . 61, 6,/vhi V:5 Qt1 w■ �r�r,raf w ■ MIMI ■�arill , ■rrrr���rsr�rsH■ ,CC ■.r■■■■■■ ■■iiii 4lrrrllirrirrlrrlrlrrlrrr r • 0m414or • ¶ 1N 5jij) °- 6 1 ke +` 'lilt ill" gai sarsr� ri tk a\ 7z2(0 of r�J JAMES- A■I,ESSON �ESiGN KESIDEN77AL AR 1- Il7EGWUKE • Ak5C- t& 0 CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON 5T. tt6 • EDMONDS, W.A. x&020 T16 -6166 PHONE FAX 1'I6 -6166 N rg—c RECEIVED CITY' OF TUKWILA SEP 26 2001 PERMIT CENTER SHEET o-, t : . • GENERAL CONSTRUCTION NOTES 1 ALL WORKMANSHIP AND IAATERIALS SHALL. CONFORM TO THE CITY OF TUX *ILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE - CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1 -800- 424 -5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. . 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT 'EMULSION (CSS -1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE- CONSTRUCTION MEETING. i'13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER :UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSEC PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE: MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION :DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE. 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. DS -11. AND DS -12. 22. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. SS -11. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER WSDOT STANDARD SPECIFICATIONS SECTION 9- 03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT -OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL RS -3. , .25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF TUKWILA. ra 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS -14. CONTRUCTION SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING UMiTS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE. 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE. STABILIZE SITE AND CONSTRUCT BUILDING. 7) INSTALL SANITARY SIDE SEWER. 8) INSTALL STORM DRAINS AND INFILTRATION SYSTEM. 9) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) INSTALL WATER MAINS AND UNDERGROUND UTILITIES. 13) COMPLETE FINAL GRADING AND PAVING OF ROADWAYS. 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16) CLEAN OUT STORM DRAINAGE SYSTEM. 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. GRADING AND EROSION CONTROL NOTES SANITARY SIDE SEWER CONSTRUCTION NOTES WATER SERVICE CONSTRUCTION NOTES EARTHWORK ESTIMATE SHEET INDEX CUT 30 CU. YDS PER LOT FILL 30 CU YDS PER LOT SHEET 1 SHEET 2 SHEET 3 . ", t 5 • . 4, p, Sore 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMiTTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE METERS. 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS-1.3 OR WS -14. SPECIFICATIONS EROSION & SEDIMENTATION CONTROL PLAN GRADING & DRAINAGE PLAN VICINITY MAP SCALE: ' " =4 M!LES These plans have been reriewed by the Public Works Department for conformance with crirren* City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: /i/ r r ,,, jFv (srorJ No . ( REV!SIONNO,J tOi3I I CTC RECETV�1 W ILA CITY OF AN 11 2002 PERMIT CENTER o gi) �I 0 0 . 0 0 X 000 0 0 W J vi PROJECT NUMBER 00 -007 SHEET 1 OF 3 z W N 0 z J c6 cr U� N tl- N W ° co ° O V 0 0 0 J J J • 1 �y.Y�' :�•. r 1 LOT LOT 28 LOT 29 LOT 30 AREA ROOF AREA DRIVE & WALK AREA TOTAL IMPERVIOUS AREA TAX LOT NO. 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0145 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0150 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0151 EXISTING UTILITY POLE PROPOSED GARAGE F.F. 116.4 PROPOSED RESIDENCE F.F. 117.5 PROPOSED GARAGE F.F. 116.4 EXISTING HOUSE TO BE DEMOLISHED .- -3._ •-::== - ===.1: S = Lot L a 30 20' -0" EXISTING GARAG TO BE DEMOUSH PROJECT NUMBER 00 -007 ht GRAPHIC SCALE .0 ao ( IN RUT ) 1 tech - w ft. ELEVATION DATUM: CITY OF TUKWILA BENCH MARK: SANITARY SEWER MANHOLE RIM ELEV. =116.06 EXISTING CONTOUR AND FINAL CONTOUR ARE THE SAME CATCH BASIN DATA TYPE 1 CB26 GRATE 116.00 IE (6 "): 114.00 IE (4 114.16 1E (4 "N&S) 113.00 TYPE 1 CB29 GRATE: 115.48 1E (6"): 113.48 IE (4"W). 113.31 IE (4"N&S) 112.48 TYPE 1 C830 GRATE: 115.00 IE (6"): 113.46 IE (4"W): 113.62 IE (41NUS) 112.00 10' UTILITY EASEMENT ' 1I ' EXISTING 8" .DI (I .'WATER MAif1 . . II • G iI EXISTING TYPE 1 CATCH BASIN GRATE: 115.58 it 0 I: r 0 w / 2' COMPACTED DEPTH CLASS "a" ASPHALT CONCRETE i BUILDINGS WILL BE SLAB ON GRADE 116 - [--- Oj,NSPOUT CONNECTION POINT (TYP) EXISTING RESIDENCE L 10' UTILITY EASEMENT . C 40 ' G ti 4" MIN. COMPACTED DEPTH* ASPHALT TREATED BASE == y 55' -6" N� 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. 1o' 1o' H sp-t...,-- I CATCHBASIN i i WHERE REQUIRED L � PRIVATE DRIVEWAY CROSS- SECTION NOT TO SCALE EXISTING GAS LINE G G G PROPOSED GAS SERVICE LINE SUBGRADE COMPACTED TO 95% MAX. DENSITY (SEE SPECIFICATIONS ON SHEET 1) " NOTE: MATCH APRON SUBGRADE WITH SUBGRADE OF WEST MERCER WAY CLEARING LIMIT IS THE PROPERTY LINE \.�1 NORTH 111 G .4 d T .4 7 ROOF DOWNSPOUT G --0► 4' PVC 117 10' UTILITY EASEMENT SLOPE =2 TYPE 1 CATCH BASIN (TYP) (SEE CB DATA) INSTALL 1" POLY WATER LINE (TYP) 200 PSI DRISCO PIPE 48" DIAMETER DRY WELL (TYP) PER DETAIL INSTALL WATER METER AND SERVICE CONNECTION PER CITY STANDARDS (TYP) EXISTING UTILITY POLE ••► 17 DIP EXISTING- TYPE 1 • • • • CATCH BASIN GRATE: 114.80 • . . . • 12 "EXIST): 112.70 . • PROPOSED): 113.20 G INSTALL MAIL BOX STRUCTURE FOR 3 BOXES PER TUKWILA STANDARD DRAWING NO. RS -6 1 1/4' MESH SCREEN ON PIPE INLET TYPE 1 CATCH BASIN VITN VANED GRATE INSTALL a4' - *4 REBAR AT CENTER OF DRYVELL FOR FUTURE LOCATION 4' PVC L' SCALE: 1 4' PVC ILAJ N DRY WELL DETAIL 0 48' DIA. DRY vtLL FILLED vRH A . WASHED OttAD1 • • a g e •s oli `rte �• - ••••• •44, 48" DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT SHALL BE COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROUTED THROUGH A 4" PVC PIPE TO A DRYWELL. 2. A MINIMUM OF TWO DRYWELLS WILL BE INSTALLED ON EACH LOT. ONE FOR EACH 1000 SQ.FT. OF ROOF /DRIVEWAY AREA. 3. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLOPES FOR DRIVEWAY, DRAINAGE TO CATCH BASINS. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. A SOIL LOG TEST HOLE WAS DUG ON THE THREE LOTS. THE SOIL TYPE AND STRATIFICATION WAS THE SAME AS FOLLOWS: 0 -2.5' BROWN SILTY FINE SAND 2.5 -9.C' GREY /BLACK SAND NO WATER TABLE ENCOUNTERED ON 1/8/2001. SCS SOIL CLASSIFICATION: URBAN LAND 6. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. ( 6' PVC SLOPE= 1.007. OVERFLOW PIPE TC 48TH AVE S. C.B. 8" MAX. 4' -4' LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC UNER ON SIDES AND TOP OF DRY WELL 12' MIN. A OVE SEASONAL WATER TABLE OR RESTR CTIVE LAYER LEGAL DESCRIPTION: LCTS 28, 29 AND 30, BLOCK 1, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. � CCCY OF SITUATE IN THE COUNTY KING, STATE OF WASHINGTON. APR 111°' PEPMVT GENZ rP NOTE: 1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2. 311 pm� SHEET 3 OF 3 EROSION AND SEDIMENT CONTROL NOTES 1. The impiernertation of these ESC plans and the constructior. maintenance, replacement, and upgrading of these ESC facil°ties is the responsibility of the applicant until all construction is cpproved and the site stobil: zed 2. The boundaries of the clearing limits shown on this pion shah be clearly flaggec by a continuous length of survey tope (or fencing, if required) prior to construction. During the construction period, nc disturbance beyond the clearing tirr is shall be permitted. T1 clearing limits shall be maintainea by the applicant for the curation of construction. 3. The ESC facilities sr own on this p'an must be constructed prior to or in conjunction with all clearing and gracing so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgradea as needed for unexpected Storm events and modifiec to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 5. Any areas of exposec soils, including driveway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilizes with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 6. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 7. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty -eight (48) hours following a storm event. 8. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. Ali catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 10. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches, or 2 - 3 bales per 1000 sq.ft. HED 5.01 �- 5.0 f LIMITS OF CLEARING PROPOSED RESIDENCE F.F. 117.5 PROPOSED GARAGE F.F. 116.'+ EXISTING HOUSE , 1 TO BE DEMOLISHED `'2 12" GIP 43RD AVENUE EE ISLAB ON GRADE Lot 20'- PROPOSED GARAGE F.F. 116.4 PR RES F.F. P - OPO ED GARAGE F. 116 10' UTILITY EASEMENT EXISTING CATCH BASIN VANED GRATE: 115.58 IE(12 "DI): 113.18 INSTALL FILTER FABRIC OVER CATCH -AS N _ OPENING G • EXISTINS 8" DI WATER MAIN 1 G EXISTING CONTOUR AND FINAL CONTOUR ARE THE SAME 10' UTILITY EACEMENT 116 r - -- I I - - r-- __f' - -I L-- DOWNSPOUT CONNECTION POINT (TYP) EXISTING RESIDENCE i f CI: Li 4 (� G 14' -6' BUILDINGS WI 30' 281 FIR GRAPHIC SCALE t 0 EXISTING GAS LINE ( IN LENT ) 1 Inch - 10 ft CLEARING LIMIT IS THE PROPERTY LINE G 1 J>< 1 J G G PROPOSED GAS SERVICE LINE ELEVATION DA1UM: CITY OF TUKWILA BENCH MARK: SEWER MANHOLE RIM ELEV. = 116.06 NOTE: 1. PROTECT EXISTING SANITARY SEWER LINE TO LOT 27 DURING CONSTRUCTION. 2. EXISTING CONDITION OF LOT 36, 38, 39 IS LAWN AND STRUCTURES AS SHOWN. 3. A DEMOLISHION PERMIT IS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES. G w 117 0' UTILITY EASEMENT INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY B. INSTALL FILTER FABRIC OVER CATCH BASIN OPENINGS NOTES: - EXISTING CATCH BASIN 7 VANED GRATE: 114.80 IE(12 "DI): 112.65 I TALL FILTER FABRIC OVER - CAT H BASIN OPENING S G INSTALL STABOLIZED CONSTRUCTION ENTRANCE PER DETAIL L , 1.1 SG 180!1, oet 4� Yndeti St+;_ Ttnc -1-er o c QNtA e../42YlOV - �Faovtd4 #IoK skat ext,cKd above {1 . . cleat iov� a "M.•e .sk-r+ 6,14(-..... a4- palm- o4- c eset..avete i 1Ae tvor.A- a AM o? rrwe4 cimet.INa a cteutce- . l, tMA Ko we 4 e4 12" ploy 2 % FLIER FABRIC MATERIAL 36" MN WOE ROLLS USE STAPLES OR MARE RINGS TO A TA71 FABIC TO WIRE. JOINTS IN FLIER FABRIC SMALL BE SPLICED AT POSTS. 2"x2' BY 14 GA. W E FABRIC OR EQUIVALENT BURY BOTTOM OF FILTER MATERIAL IN 4"x4" TRENCH 6' MAX. 24"41 36"MIN 12'MIN 2 'x4' WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE STEEL FENCE POSTS SILT FENCE DETAIL NOT TO SCALE GEOTEKTILE FABRIC UNDER QUARRY SPALL (MARAFI 600X OR EQUAL) 4'x4' MIN. TRENCH. BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" WASHED ROCK NOT TO SCALE FILTER FABRIC -- MATERIAL 2'x2" BY 14 Gk IIRE FABRIC OR EQUIV. N STANDARD STRENGTH FABRIC 15 USED 4" MIN 2 "x4" WOOD POST-/ ALT: STEEL FENCE POSTS A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESS,..RY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). A TRENCH SHALL BE EXCAVATED, ROUGHLY i INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE EUMINATED. IN SUCH A CASE, THE FILTERR FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4" -1.5" WASHED ROCK FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABIUZED. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED /REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3 // 1 24'1NN 36 "MIN STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 3" T08 QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12" THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF 'THE ENTRANCE MUST BE AT LEAST 100 FEET. 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE 11RES MAST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW Or MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE, AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBUC SAFETY. STABILIZED CONSTRUCTION ENTRANCE CITY OF TUKWILA SEP 26 2001 PERMIT CENTER z 0 c W Kj w ZD ' - w a) a : o J p I Q o z w P FA I-1 z 0 0 CO C\1 1- O -J A2 10 co 0l CO in 4 4 O co 0 u, a o� PROJECT NUMBER 00 -007 SHEET 2 OF 3