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Permit D01-309 - DOAK HOMES - LOT 28
oak Homes Lot 28 2249 43 Av S iukwila City of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000145 Address: 12249 43 AV S TUKW Suite No: Tenant: Name: DOAK HOMES INC - LOT 28 Address: DEVELOPMENT PERMIT Owner: Name: DOAK HOMES INC Phone: Address: 11917 4 AV SW, SEATTLE WA 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, 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 Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: Y Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm Start Time: Private: N Private: N ** Continued Next Page ** D01 -309 Permit Number: D01 -309 Issue Date: 03/14/2002 Permit Expires On: 09/10/2002 End Time: Public: N Public: N Printed: 03 -14 -2002 uAr.'x�:vf.`45, - S.r 6 J U. :U O: CO C3 ' • W = J H' W O g. :31 = a I— W Z H, Z I Ili L a O N . W W ` . • U ui Z U N: O Z Signature: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: , / a / 1,L, G / ( l A'A-C' Date: 6331 /4//09 G I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. ( D01 -309 Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 03 -14 -2002 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 doc: Conditions City of Tukwila Parcel No.: 0179000145 Address: 12249 43 AV S TUKW Suite No: Tenant: DOAK HOMES INC - LOT 28 PERMIT CONDITIONS 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. D01 -309 Permit Number: D01 -309 Status: ISSUED Applied Date: 09/26/2001 Issue Date: 03/14/2002 Printed: 03 -14 -2002 City of I 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 001 -309 Date: Printed: 03 -14 -2002 Project Name/Tenant: .- LI - j (Xtk l- 001(.35 Ti4c, Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure" ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Construction: Site Address: City State /Zip: Lc-7\ -. 7 H 3 (e''' Ave S c bk_wkl We Tax Parcel Number: C)17960 DI pis (Y) Property Owner: a * f -iv -. Pho e: 7 cam) Z . ({ b 6 ss_ Street Address Cit State /Zip: 1 I 1 ((Ave. S(�} �Pr 'f-( 4$1 % Fax #: ( ') 2 4G 6 5 Contractor: Da r v 1 DcrA k Sfr- , Floor Area Ratio: (total floor area Ph e At .0 CZOC.) S 7( 2 Z Street Address : it), City State /Zip: F x #: (7c) Zc ^ C. .STS i't Ue sw at t �v� �8 Architect :7- &l � & a l es AvtdersoA s y A ne: Z . 776 - 6 76G Stree dress c� U �Gl-t- ' ✓\ S l <r� d i v1 S J Ci yr& n F Th oL - _776 - 6 7 Engineer: r- , (� 1� t a �� t (\ eeri r� - _ � Phone: L 4 2s L (8 $3 Street Address: y �� � 1 �. , � � - D 1 , + ( Ci y St / is j Fax #: Contact Person: `) T,(k Sr Ph ne: Ce-t( C2d�� 5 7(r 2Z80 Street Adds: State /Zip: I� SV�� ��1Nw 9,Yl� ity Fax #: Description of work to be done: S I AYe aitt/ I() 4vi Type of work: New Single - Family Residence ❑ Addition - Single - Family 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: 0 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: 0 sq. ft. Garage /Carport d sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 4 2 2 sq. ft. Garage /Carport 1 D sq. ft. Dwelling sq. ft. Covered Deck(s) 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) , -- vg, "For A cessory dwelling, provideAhe Lot area N following: Floor area of principal dwelling N 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' MWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 1 R STAFF USE ONLY Project Number: Permit Number: 1 Single - Family Residential Permit Application 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 -Land Altering: • Cut 3 cubic yds. ® Fill 3a cubic yds. ❑ Moving an Oversized Load: Start Time: M. Sanitary Side Sewer #: 151 Storm Drainage ❑ Street Use PA Water Meter /Permanent # ❑ Water Meter Temp # a l-Miscellaneous WJ•f.G2cui.+1) End Time: ❑ Sewer Main Extension 0 Private ❑ Water Main Extension 0 Private Size(s): 3 4" 1,j° it Size(s): Est. quantity: gal Schedule: UTIl.I'1'��5 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: Ic9 (40 Date application expires: 3/a(/6 Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFI'ERMIT.DOC 2/13/97 BUILDING OWN • R AU HOR/ D AGENT: Signature: Date: � 2 5 e. / Print name: s-R. Phone: Fax # Address: / t City /State /Zip: ..�� _ • , � ,1 n,. L A RE IDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: T 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 SU MITTED ❑ Copy of recorded Legal Description from King County ❑ Certificate of water /fire flow availability (Form H -11a). 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) St ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: El 121 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 1c� H -9). ❑ t� Foundation plan and details ❑ Floor plan ❑ Roof plan ❑ ® Building elevations (all views) ❑ Building height ❑ Building cross - section ❑ Pi Structural framing plans and details necessary to completely describe construction ❑ 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. ❑ ' 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 TRANSACTION LIST: doc: Receipt City of Thkwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000145 Permit Number: D01 -309 Address: 12249 43 AV S TUKW Status: ISSUED Suite No: Applied Date: 09/26/2001 Applicant: DOAK HOMES INC - LOT 28 Issue Date: 03/14/2002 Receipt No.: R020000835 Payment Amount: 64.68 Initials: SKS Payment Date: 06/20/2002 05:19 PM User ID: 1165 Balance: $0.00 Payee: DOAK HOMES INC Amount RECEIPT Type Method Description Payment Check 1854 64.68 ACCOUNT ITEM LIST: Current Pmts BUILDING - RES PLAN CHECK - RES. Description Account Code 000/322.100 39.20 000/345.830 25.48 Total: 64.68 77D 06721. 97 } - ...l.i: 'M TN_ r,i_ u ;fir r .l 6 Printed: 06 -20 -2002 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Amount ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 0179000145 12249 43 AV S TUKW DOAK HOMES INC - LOT 28 R020000355 LAW 1630 DOAK HOMES Payment Check 1569 Current Pmts 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 - 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 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Method Description 000/322.100 402/342.400 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/345.830 402.388.104 000/386.904 401.388.104 401/388.102 401/342.400 401/386.520 401/343.405 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 14,615.45 Payment Date: Balance: 14, 615.45 Account Code 1,262.55 20.00 15.00 30.00 37.00 23.50 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 -309 APPROVED 09/26/2001 03/14/2002 03:22 PM $0.00 426 03/15 9716 TOTAL 14615.45 Printed: 03 -14 -2002 h A # * d 4 y 4 �` 4 * * * fir* A A'* A* 9 k***'*; A**; 1k kA ` * h***k :** *4 *4* *;44'A'***A* T1 OF 11 ' WTI, : t�lf � i *. 'TRANSMIT. '4!3 .' ** *A'A 4 *. A. *A A **k4**•AA*A4•*.*1 4 *•A h le' *A -It * k•k.* •k.4 A*AhA.4*I § 0 1 1 . . T , 1tsunib6 ",, : ,, ii.P 1 ::Oi2;t: . ! 7 Flmot.trit » 820 C 6 09/2 6/01., g.1,5 1 Payiru n Me.thoil: CHECK No tion: _DOAK`- HOMES. INC . Init: )3LI1 1 3O9 Tyne: .DEVPENt4 DCVI }.DPMI.NNT PER MIT' Total Fees:: 21087.71 Vme.il 1320., ►6 Tata1 ALL Pints: 820 „SG a1airtceN..: 1,267.05 A: *** *4.*A A**A4* ** k:1* 4 *A* t * *It 4A -,t INSPECTION RECr7D Retain a copy with permit ,INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. Inspect° 4A Date: poi - 30 PER (206)431-3670 Pro 0 4 I( , za r v? .43 Atie _ Special I st uctions: Ty p ep.is))e)ti4n : Date fiec Date W ted: a .m. Reque3ter C/ Phone No: e?‹7 El Corrections required prior to approval. $47.00 REINSPECT' N FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: T of Inspecti n: Address: �/` (22q I o f 3 c Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION NO. INSPECTION RECOK 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. COMMENTS: ?/?6/ vrit-zA. I I II / 1 I t 1 IL t � I i Inspector: 6v Date: i d 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: ;:; wit h.. :c.:�'.'a.v.ri5.+::�i+•'.'� . >t�.�u��.":. ,a1c's i +c; .ctr.'. ∎∎:1 l ii r. ied.°: AIL: L6. �: �S�: R°,•% ��.; v 'X�::'s�..i'- ����iS'.i%3��.it4i Pr ' ct: Type of Inspection: Address: i/L2 Y.3 A- ix S-1 Date Called: • . a8 /a -7/0 a Special Instructions: / i re -er— Jti t�G {GC �, j e n'ict, f1ec,/ Date Wanted: a1 a8 a.m. Requester: .1 a.K Phone No: (204 ) 07 — a? o :7'dfx�iurq'!, INSPECTION NO. INSPECTION RECO; Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspector: u Date: i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ` e: 10.4 4 } ' SfHF• f.}: r' i �' 4C A. d. �i`, ir 11. 1. tA... tx7lwi� .::�4::}:.�.t 1 Z '. 6m; U 0' W I, O O W • }r g J. u_ Q — • d. = - _ '. Z F- a Z U � O N O F•:. 'W W:. - U I O ▪ Z • N Z Pr T of Inspe tion: ..-� -- P --4 1 Address: Date called :. Special instructions: Date wante a.m. "'- p.m. Requeste A / �'"'`) t Phone: INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: or: e =1pt No: INSPECTION RECO Retain a copy with permit ERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: 7.00 REINSPECTION FE ' EQUIRED. Prior to ins ? • ion,fee`must be paid 6300 Southcenter Blvd., Su e 100. Call to schedul einspection. Date: ��ij" f � ' . .�.�jk�. % w m�.c� Z 6 J U U O (0 0, W I J I-. N w O: u. J S a 1-_ Z � F— 0 Z 111 uj Um O N • OE- w w I LL - O; w Z' U O P o'ect: LPa ,t /6p5 /0 T f nspection : ._- h . GJIc //, 0, r,( A dre s: / 2 '/ / %rd A ✓ S Date c Ile : l _.? z i-/kz Special instructions: Date,an e� o z P.m:, Reques ,,irk - Ph ybto. - 3 ^ 2ag0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. INSPECTION RECO Retain a copy with permit • if (206)431 -3670 Corrections required prior to approval. COMMENTS: 4 1+ Inspector: Date: 2_ .7.5 - - a te 47.0 REINSPECTION FEE REQUJRED Prior to \nspection, fee must be paid at Southcenter Blvd., Suite 100. Call to schedule reinspection. t 6,3 t No: : Date: •..�i'i� •;t 4 ib)i�;Y. n:C:',ri .: ti<: 4 :' z %iii �. . P9 Project: // [/ �/j // /�./// Q Typ f,= lnspectioonl: / � J / % [iiG2:+CJ / a— ie -'77 el Address: Y -5/.5 ,s'' S.: Date e'alie 7-/ 7-62z. ...,/ Special instructions: Ce. e <'...- . '>� Date wanted: • :. 7 -AP-0Z a.m. p.m. R equ:. ,i • , � / Pho - / Pz7 ,-fi e INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA , :9818d- Approved per applicable codes. INSPECTION RECO Retain a copy with permit Correl�tins required prior to approval. PERMIT NO. (206)431 -3670 COMMENTS: lijstiector• ("424 Date: �— I— 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: rf Date: '-' r`•,i��:i;.i¢ittii'F: r ;ii4.:� \r?,S; %tnf�:a S1:n.w �E;v,:k %:5�4�14•.:3�A o+:aiiL'a�u�: SFr ,'v'+'nSi:il3%�,'C::�Rii:; -. 'ect: P O Ot■k-- O . — 041 -2 Z 1 Type of Inspection: ( / AZII-J f VII ti 9 ' Lt3 fl -F9 744.4 .5, ," Date call / i f --7 - ..) 0 instructions: • Date wan // RequVer: Phpqe:_ Aratiorh■ $4 .00 REINSPECTION FE EQUIRED. Prior t inspection, fee must 6300 Southcenter BIvdS ite 100. Call to s • edule reinspection. INSPECTION NO. Approved per applicable codes. COM ENTS: Receipt No: INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Do( Date: PERMIT NO, (206)431-3670 Corrections required prior to 'a proval. t". a • , ;I! z w . 6 g 0 0 to Ca • w W I: U) W O u.. co g z 1- 0 z W ut e 1.•• w 9 LI JZ I • 0 I:: I 0 I— n ec a t: 1C , -c5 - L0/09), Typ f Inspection: Ct y n Ai 9 L/3 r T Y s Dated e ,( Special instructions: = Date war ea' 2 j O Q a Requ er: )G vr Phone: 7 U(o -.3- -) .K D INSPECTION REC Retain a copy with permit INSPECTION 'NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 A pproved per applicable codes. Corrections required prior to approval. COMMENTS: G'c c I Datp i7 Z- C't'C �., El 00 REINSPECTION FEE R QUIRED. Prior t inspection, fee must be paid . 300 Southcenter Blvd., Suite 100. Call to sc edule reinspection. Rec t No: Date: A;Y.�;�: ..D . et!a:l: u.: Y)'{��-s:' %.yGt.� �.L'AYa�ilL:C�.:•,i�i '?tee: c::4:,1`.L4 .:' .k<:ifx.;; :.a;tr ?�f : >s,: ; i' :s`.:;i� :�a• "r'W. 'i+, ?3ii!'x,",'r ?;i.`'- —, Gr, :'1.'i<';�r ;i� ?.r. 4.irl:aM;ra7.n' t:ei. {yi;J 4 : .r:r;i4 ? COMMENTS: Pt-reject: ' t' .D0,4/ ; l 6 28 Type oUn�pection: C7 r4...Z /Al Address: /tea yf y« A S Date called: f - /2 -a Z Special instructions: Date wanted: a.m. -o-OZ ( Re u ster: � // dd 6. L�/G G�llu/ E-7 fr Phone: cPO4 -- 3 70 - .?a?/ Pt-reject: ' t' .D0,4/ ; l 6 28 Type oUn�pection: C7 r4...Z /Al Address: /tea yf y« A S Date called: f - /2 -a Z Special instructions: Date wanted: a.m. -o-OZ ( Re u ster: � // dd 6. L�/G G�llu/ E-7 fr Phone: cPO4 -- 3 70 - .?a?/ Approved per applicable codes. INSPECITION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 _-w eti : a�a� - T - r • arc PERMIT NO. (206)431 -3670 Corrections required prick to approval. ;Inspector{ (� • Date: f _ —18":02 , $$7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid : t'6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ." �'✓. ts�- �ri 4C. ���' t�: ��; s` �2' if�w" �. a: a. �., �t'": Gr.:.". l" �i�" r'. �' �wI3iQ� :�>�:;5�'v���'Si!�raiZAK{�.''' � �.i.::.awf::{lraara3 dSi�y,.'t ; tt INSPECTION RECO Retain a copy with permit IN NO.. ITY, T UKWILABUILDING DIVISION 300Sotithcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3& '0 j ect: dress: .;Speci a l i nstructions: +.2S A TAP of Inspection: J r WCI )1 t- 0T 5 JA/t D D ate m Q C Requ ster: .2G v YI, a.m. P at pp roved per applicable codes. REINSPECTION EE OOSouthcenter Blvd., Corrections required prior to approval. Date: REQUIRED. Prioto inspection, fee mu_st be paid ite 100. Call to schedule reinspection. Date: lo+ :1 �i a q. '� in.., a '� ti .. ) r, ,4:4 ; •1P t ; t N.`c 4i Vr • w �',� +' • ��. � � ..J; . r.`:'. �z�.. Yf..(.: x: ttid :.f.,.aL4t3. a,.'mir,,.iem, ,i3:li' w*% '1�v%ar'n,x'tr;P�h;:iaa <a! urR�s✓. %.ti;L .�;?rv1� INSPECTION RECO Retain a copy with permit INSPECTION NO ITY OF TOKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. 06)431-3670 t.t.f , ;)8 ress: v 9 L I .jype of,Inspgction: Ktitf- k tte7a r / P1 3 1 D e i9 — 3762- (9;g0 a.m. (O .COMM . .„....,, „ . nsiiktor: • t No: REINSPECTION E REQ IRED. Prior to ins ection, fee must be paid 00 Southcenter Blvd., Suite 100. Call to schedul reinspection. Date: Date: ■ :A:4 .'iSPproved'per applicable codes. ri Corrections required prior to approval. • • . • 4". +R.:1,7,i A: z . z tu 6 m. _1 0 00 w , w w U1 z. I— LL UJ 0 1. g 5 I— 0. Z w UJ ui, D 0 co ILI uj , 0 U) — 1. 0 • COMMENTS: Type of Inspection: torn tc) Address: r e( it',VV9 '2 "lie,S Date called: oii/viop 41 14,liti • 144,4,1.4, . 2 At &A."-, ti( -~ WA -ID 44014 AA 4ie Ltlipiz, •,% • . ,e 4,...,..e., glii, Ad (.A..0.(1 v4,1 Zti Lid NtAr4 c - -,,,.9A.A L... ...p /aw_ - 1/0-9 11) ....ers)ject: saykK mes - A0-6 iRS) Type of Inspection: torn tc) Address: r e( it',VV9 '2 "lie,S Date called: oii/viop Special instructions: 56 4,(N.. X 41 Date wanted:, i a.m. 6: Reque$er: 1) , r r tAI i< Phene: V )c90(0 ,5 ‘210 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BR'd, #100, Tukwila, WA 98188 - Doi- 30? PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to a Inspector: Date: 1, ri $47.00 REINSPECTION FEE REQUIRED.,,prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call iq'schedule reinspection. Receipt No: Date: Project: Doa - 1Ome U r't Type of Inspection: Se'ey + Address: `,, Add : 1224 43rcl Av S D called: L I_ 19 - 02 Special instructions:. ---- --.:.�...: _ - Date wanted:' O —I9 -02 4 a. 6 m. Requester: ' Dar r 1 D K Phone: 2 , o ( —2220 COMMEI(TS: Q — /:_c_dA,.44± 9 At 0/14:42. a 5. Li SPA 12•S(. 4 � t 2_1 , I .0:J INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila; WA 98188 Appro INSPECTION RECO Retain a copy with permit per applicable codk' Do -3 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: 3:30 �.i'r � "fit: f.7 T px :��� 3 do;tt� tm �' "'t J s �. h, r`, •f » ti;. r j' 6, ;„ �., {. _'.;�:�:� , y�:�`""..r... ';R"3�:li�`��,;>4Sa .gr;y� W'.... ...:.. , c'�. � `; 'tr >a• �w,x: a s „�r�• uCe� raw';: d Project: Dock K Home; Type of Inspection: storm D rc1 nact e. Address: 122} 9 43rd Ave S Date called: . 14_ 2 2-- 4'2.. Special 22 Date wanted: y a.m. - 23-x02 g ago Requester: D arr yl Doc K Phone: 204,-5 - -2 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. INSPECTION RECD Retain a copy with permit D0 - 309 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: L// 7i1-i C(',r,�..;irc.. L • c_r/r„, ace/ 4J14, c e/ . fiat A: 5. Gun,3 Inspector: 6U 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: 4 <`..`4n'2 ..:. .5.•' �c`;d':..,, ..::J:,.'J t,Yi�:tr:,: R^,a,t:� :x)A.i. ik y�.l�1. S.u'j,� )'� '+p�: • • • "• • P t: C \C._- t"�'Me --S Type of Inspection: 5 1 6-.L. , on C 7rccG� `tr 9 43 PRr s Date calle Special instructions: Date,wan ed:: a Regter:' P��lhone: - 11 1- D- - - D INSPECTI o N NO. INSPECTION RE 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. El Corrections required prior to approval. COMM TS: nspe o Mr 4 �7 I 47.00 REINSPECTION at 6300 Southcenter Blv Receipt No: EE REQUIRED. Pri ., Suite 100. Call t schedule reinspection. - to inspection, fee must be paid Date: S• �;1...+:+.xa ...c nw"+ 4x% 2i. aw4+ k1; Y. L:.'' �lyf.' i�+. t:'ic�'"'3u2SS.}:...r+n�t ^�'r1: �4:iku.:•.1 ?'ar � A M) a.,it,.:� ek. ..6.1%L4Se�rVA : :44i.0 11■ e15 %5��+'e4 .e;. 4nSa�:' rd.: sf5tz 's` ";stS'A1t.�..:e,,,'.i,,:;,'r ro' c: Type of I sp do 'Address: /,= �� Yg ea 6) Date called: 0.2_ ;Special instructions: Date wane • a.m. Requested i e Phone: ,1o6 /a2& INSPECTION NO. ITY OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Date: Approved per applicable codes. Corrections required prior to approval. Inspector: $47.11 ' EINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION REC Retain a copy with permit ..?:ai..«., �,' w. an' �4n�. I': rT...." �7+ F. J. �:.,: a... w ,..r+.ta.a..:.C.:t:.K.CQI.n.].d vwi*`.}. v,. �:✓" M�`.<. el:. l' YRiV71tj?[' 4 3. ;'t:� }- +i:;�` »:�`':�,u�t� ., ... �.'h .'.i<, Project: 6 Type of Inspection: Adflr s = ` "" ' Date called: Special instructions: Date wanted: y" (9 - d Z- a.m. Request Pho o t, 7 q . / 3q/ Approved per applicable codes. INSPECTION RE 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: ti .00 REINSPECTION FE REQUIRED. Prior inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to sc edule reinspection. Receipt No: Date: t411Fr7:Y ' " �ilti4T�c+ a M� w.. fa41. ?' :;'4'i . ,.i:3z n:t.. .raxt , :; ai.�:r':•.:.;'.h�a >c �.,'.; �S: J.{ t ..... �i ?��;Yvbt 1:.+ ;MhH Z {kil�i�:Y;';dii? .,Z - r4.. , r,,.s., ect: T - :T°pe of Iispection: Address: ' s` f }': . Date called: Special instructioii WC, ig 14 1 1 D b0 2. Date wanted: a.m. - j O � lO j n• Requester• rp(c hair/ _ 7/ - 226 INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, AWA 98188 ..'1:..1+•, ... COMMENTS: Date: 6-- Q z. at 6300 Southcenter Blvd., Suite 100. C II to schedule reinspection. PERMIT NO. (206)431 -3670 Appro'ed per applicable codes. Ei Corrections required prior to approval. 47.00 REINSPECT! t N FEE REQUIRED. / Prior to inspection, fee must be paid Receipt No: Date: pisz6mvitaiv:atzg • �i�i .. <ia�.W 5�i:;iY.,v:. ri : •;..: z re w ..rl U UO co 0 W W O ¢ ; co = d . F =. I- O W F- U � O 2 W : U , U. O Iii Z 1- O p- Z S® os 1 . .w y,y e ��,U \PE oo s 0 FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date Permit rAff 30 SEPARATE PERMIT REQUIRED FOR: MECHANICAL (����/// ELECTRICAL � PLUM8ING GAS PIPING CITY OF TUKWILA BUILDING DIVISION boe-3 o7 PERMIT NO :201401 M01-(70 DATE: 9 PROJECT NAME: 1.2) I * M G,CT ZS WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. Mechanical ventilation criteria using prescriptive methods for Group R Occupancies four stories and less. (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. Locate exhaust fans on plan(s) and note fan flow performance rating for each fan. V Exhaust ducts shall be equipped with back -draft dampers. Note this requirement on plans. V AII 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: SO3 04.2 2000 Edition 303.4.2 Prescriptive Requirements for Intermittent Whole House Ventilation Integrated 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. 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 time. 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 c'ucts 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. 10 Effective 7/01/01 1 ACTIVITY NUMBER: PROJECT NAME: D01 -309 Doak Homes, Inc. DATE: 04 -11 -02 SITE ADDRESS: 12249 43 Av S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # ___Revision # ` After Permit Is Issued DEPARTMENTS: Building Division *44-0 P I is Works Dkin 44 -61- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 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 c✓ Fire Prevention /(ar 4ti •o n Structural Incomplete n PLAN REVIEW /ROUTING SLIP Planning Alit. 4 40' Permit Coordinator DUE DATE: 04-10 -02 Not Applicable n Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 05 -14 -02 APPROVALS OR CORRECTIONS: Approved I Approved with Conditions E Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip,doc 2.28 -02 Date: Y [ -1- ❑ 17,oe. / 2 • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # Response to Correction Letter # Revision # / after Permit is Issued Project Name: � c ft - �° ` l ' GI C i ` ^ c Phone Number: 2C' 4 7r `2Z 'C 0 Project Address: ,., 2 r Contact Person: -22y � �, - � Summary of Revision: �e, City f Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 `�-/ /h, c94-1 0 t�h / l.0 L.44,1 rirrr Cr, f er fie. p f'�'��f r' rnvl/1 1 Plan Check/Permit Number: be) / 3 1 7` p 49-‘t) A-A/7 / 1 A / C ii- cray ,A) co Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: . /(a& ❑ Entered in Sierra on 4-1/ —01 n .0 /eel 3( 4 ,907/ 44; e 5,T L to) / A /Iv //V .5*c°e', RECEIVED CITY OF TUKWILA APR i A 2001 PERMIT CEN 08/30/00 DEPARTMENTS: Building Division Public Works n PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D01 - 309 DATE: 04 -11 -02 :PROJECT NAME: Doak Homes, Inc. SITE ADDRESS: 12249 43 Av S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # JC Revision # I After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ n Planning Division Permit Coordinator n ❑ 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 ❑ Staff Initials: TUES /THURS ROUTING: Please Route n Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2.2802 Approved with Conditions ( Not Approved (attach comments) n \ct,t&, DATE: DUE DATE: 05-14-02 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 - 309 PROJECT NAME: Doak Homes, Inc. SITE ADDRESS: 12249 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 DEPARTMENTS: Building Division Public Works Complete n Documents/routing slip.doc 2.28 -02 TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n n Planning Division Permit Coordinator n DUE DATE: 04-16-02 Not Applicable in 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 ❑ No further Review Required REVIEWER'S INITIALS: C DATE: e DUE DATE: 05 -14 -02 Approved n Approved with Conditions n 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: ACTIVITY NUMBER: D01 -309 PROJECT NAME: Doak Homes, Inc. SITE ADDRESS: 12249 43 Av S Original Plan Submittal Response to Correction Letter # DATE: 04 -11 -02 Response to Incomplete Letter # Revision # I After Permit Is Issued DEPARTMENTS: Building Division Public Works Ti C REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28.02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ &Pt Planning Division Permit Coordinator TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required DATE: U 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 ❑ Staff Initials: DUE DATE: 05 -14-02 a' Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Ti Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -309 PROJECT NAME: Doak Homes, Inc. SITE ADDRESS: 12249 43 Av S DATE: 04 -11 -02 Original. Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # ' After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n n APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n n Planning Division Permit Coordinator 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: TUES /THURS ROUTI G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS. „ DATE: o '- / '' S o n n DUE DATE: 05-14 -02 Approved Fr Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: `fl rye) 2. Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01- 309/M01 -170 DATE: 9 -26 -01 PROJECT NAME: Doak Homes, Lot 28 SITE ADDRESS: 122XX 43r Ave S. SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: B ildiin Division 1UG ID-�OL Public Works 171+ 4wG DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Approved Approved \PRROUTE.DOC 5/99 V PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP K. CORRECTION DETERMINATION: Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions CO FPreven in Fj1 Pl Division 1144.. a.2 -t Structural Permit Coordinator REVIEWER'S INITIALS: REVIEWER'S INITIALS: DUE DATE: 9-27-01 Not Applicable No further Review Required DATE: DUE DATE 10 -25 -01 Approved with Conditions Li Not Approved (attach comments) ICI Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE DATE: 5 'J "' :3'r, µ9Yl Y'% M: 4FAY+ wNYYSAL1 t4N'a:!WMNJ5twxfuMtMY karri.i atP.?�k�L3J1t} �w QQ �. J V U O 1 N0 CO J w O 2 g -J S, Z � . I- O Z F- 0 co o �! = V; u.. 0 • Z U to 0 ~ ' Z ACTIVITY NUMBER: M01 -170 DATE: 9 -26 -01 PROJECT NAME: Doak Homes, Lot 28 SITE ADDRESS: 122XX 43r Ave S. SUITE # X 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.) DUE DATE: 9-27-01 Complete TUES /THURS ROUTING: Please Route n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n S uct9ral Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved n Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: t e ZE___ DATE: Planning Division Permit Coordinator Not Applicable n Comments: No further Review Requir DUE DATE 10 -25 -01 Not Approved (attach comments) DATE: Z$ 'D DUE DATE Approved with Conditions Not Approved (attach comments) DATE: PERMIT NO.: BUTY L NG'PER1YfITS 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 00050 WSEC Residential ( / 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Ivlpdular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 0095 Footing Drains 0100 Foundation Footings [ 00200 Foundation Walls [ 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation OyD0350 Crawl Space 00400 , Shear Wall Nailing 0100450 Plywood Wall Sheathing ❑v' 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ , 100610 Chimney Installation /All Types 0700 Framing 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation . 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls 0 090 Suspended Ceiling [N]' 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01 1 15 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 1400 Final -Fire LK 01700 Final - Building ❑ 01900 Final - Reroof • ❑ 03100 Site Visit ❑ 04000 Special - Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Cone Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding 0 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 0401 Special- Grading, Excav/Fill O 04013 Special - Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAIvfE: 'DOG, ;*4 140VM a S, 1-0 . 28 CONDITIONS (10001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 001 1 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment 2/ (0 015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0013 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ 2 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 ❑ 0032 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 24 All spray applied fireproofing shall be special inspected 2' 025 All wood to remain in placed concrete shall be treated ❑ 026 All structural masonry shall be special inspected L E 0027 Validity of Permit ❑ �3 Rack storage requires separate permit �3 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 ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 51039 Final approval for all TI w /in the limits of the SC !vial! 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 4I 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 WAI30 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 of septic 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: re Permit Tech: a Date: Date: l 6 .°0 ur , . aRntw. l+ b+ zts.! StTtR �4s: <,'N:dr+n Kk."Y,ai:"6' - ACTIVITY NUMBER: D01- 309/M01 -170 DATE: 9 -26 -01 PROJECT NAME: Doak Homes, Lot 28 SITE ADDRESS: 43r Ave S. SUITE # 224c $ Original Plan Submit . Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fl TUES /THURS ROUTING: REVIEWER'S INITIALS: Fire Prevention Structural Incomplete tructural Review Required C. -53 APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions I I II Planning Division Permit Coordinator DUE DATE: 9-27 -01 Not Applicable No further Review Required DATE: 1 G I t.4 ` 1 DUE DATE 10 -25 -01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: "1:x;:,.x,.�s °::•i;T�W: i? vtsv;' Xe1: n'r:.;ar.'ttLx% >daW�Y+rar�,uexn ACTIVITY NUMBER: D01- 309/M01 -170 DATE: 9 -26 -01 PROJECT NAME: Doak Homes, Lot 28 SITE ADDRESS: 122XX 43r Ave S. SUITE # Y ‘ 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 Comments: TUES /THURS ROUTING: Please Route Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-27-01 Not Applicable DUE DATE 10 -25 -01 No further Review Required M DATE: 9 Q7 O) Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ,,..� �..,.., ... • n.u..,,s,.eras;NV.�a=x:lgar•S fY'oS{s4:::11`P , r41,;∎vae.;avm',�c a <,w«,;.,...._, raill NV. ACTIVITY NUMBER: D01- 309/M01 -170 DATE: 9 -26 -01 PROJECT NAME: Doak Homes, Lot 28 SITE ADDRESS: 122)A-43r Ave S. SUITE # 1` Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Approved PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTIN . Please Route Structural Review Required REVIEWER'S INITIALS: 09 . A - APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions REVIEWER'S INITIALS:n CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Approved with Conditions Fire Prevention n Planning Division Structural Incomplete V Permit Coordinator DUE DATE: 9-27-01 Not Applicable DUE DATE 10 -25 -01 Not Approved (attach comments) DATE: /e / /J/ d ( n No further Review Required I 1 DUE DATE Not Approved (attach comments) DATE: 'f�.�rtd;�,it::Z&dlJior" ', • 'i . �''0 :' `,u t. ;ry,. 1.!; d �. 1 ..x;t•c•. ++., ``Yf EacA, ?b ,'rt.•93....�e:Cin } +:.;u, aMt ji^ s3r3;41CtsV.'aY,^k;,.$uiL;ar. ; > i t'.aa.Ple'.ag\= ndk «v.•:. z _ I- • Z: . W D U O' w co • =. J • W O` •g Q w H =; z � I- 0 •w ~: O O -. o H' W' .1— U' • 1 z. N `. O Z Revision No. Date Received Staff Initials i I Staff Initials Staff 1 Date Initials I Issued Summary of Revision: Received By: • • Received By: • . •'Staff Initials • U — // Li/a0/ I .3' -- .3—v (?-- ML Summary of Revision: a d n 0 Ill A 9/7u 4 Jc('tO ad C , .41 to G ,' Lv o► "- 1 A i , / U4 _.i , ' '1 .:Q A.' - Received By: ., , lf � � .� > ,? Revision No. Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: Received By: • • Received By: • Revision No. ' Date Received Staff Initials Date Issued Staff Initials I I Summary of Revision: Received By: • Received By: Revision No. Date Received Staff Initials Date I Issued Staff f Initials 7 Summary of Revision: Received By: • Received By: Revision No. Date Received ,` Staff Initials Date Staff - Issued i Initials Summary of Revision: Received By: • PROJECT NAME: , ) °0 AtAYWV PERM NO:. ISO (' 30 Site Address: / ay" /w. -- Original Issue Date: 3--/y -0— REVISION LOG (please prim) (please prim) (please print) (please print) (please print) l City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000145 Address: 12249 43 AV S TUKW Suite No: 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, TEMP EROSION CONTROL, STREET USE FOR UNDERGROUND POWER, AND LAND ALTERING. Work Order Number: Connection Fee: Install Deposit: Additional Install Deposit: Plan Check: Inspection Fee: Turn On Fee: Special Assessment: Other Fee: Total Fee: Total Water Fees: doc: Miscperm Y/N Meter #1 Water Meter Size: 75 Quantity: 1 Water Meter Type: PERM $260.00 WATER METER INFORMATION D01 -309 5214G $60.00 $150.00 $0.00 $10.00 $15.00 $25.00 $0.00 $0.00 Permit Number: D01 -309 Issue Date: 03/14/2002 Permit Expires On: 09/10/2002 Meter #2 Meter #3 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $260.00 $0.00 $0.00 Printed: 03 -14 -2002 DOAK HOMES INC 11917 4TH AVE SW SEATTLE WA 98146 REGISTERED AS PROVIDED BY LAW A CONST CONT GENERAL REGIST. # EXP. DATE CCO1 DOAKHI *092NZ 08/01/2003 EFFECTIVE DATE 08/09/1991 Sinai ure Issued - 0v .DF_P ARTM[ NT OF %BOR INDUSTRIES ,k+x St ance Due: $ 6/C q5 eed Current Contractor Registration Card: eed .to Enter Contractor Information in Sierra: tt <'. H�. W 4 J V; U co to w J W O :. LL Q: N D. = ill, o z H!. LL1 tu C.) O 1- = U' L 0 : Ili c o, U O . 1- z GENERAL NOTES 1 CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. 517E CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, R st bAGIC5 AND IF APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL COMPONENTS. THIS OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR OMISSIONS IN THE PLANS. 2_ WRl I (EN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE, DETAILS TAKE PREOE E3NCE OVER PLAN AND ELEVATION VIEWS. 3. ALL WORKMANSHIP, MATERIALS AND INSTAI I Fr: PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE UB.G., W.S.E.G., U_P_G., U_M.G., AND ALL 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 SITE LANDMARKS AND 15 NOT TO SE CONSTRUED AS A PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SE i ESAGK5 OR SHALL, AT HIS DISCRETION, 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 SHALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY REVISIONS OR ADDED P.F,^I IIREMENTS REQUES I t1J BY THE BUILDING OFFICIAL WITHIN HIS/HER JURISDICTION. S. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND FtF(TRIGAL WORK. PREFABRIGA i tD ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 7_ THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON LAW, STATUTORY AND OTHER RE55ERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15 PROHISITED WITHOUT PERMISSION IN N9RITING FROM THE ARCHITECT. GENERAL CONSTRUCTION NOTES A. SITE CONDITIONS AND SITE WORK 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING CAPACITY OUTLINED UNDER, "DESIGN LOADS ", OR IF EXCESSIVE GROUND PlATEER 15 PRESENT, CONTACT THIS OFFICE BEFORE PROCEE G,_ ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND SHALL BEAR ON UNDISTURBED, NATIVE SOIL 2 DO NOT SACKFUL UNTIL WALLS HAVE BEEN ADEQUATELY SPACED OR HAVE SEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE_ BACKFILL MATT IAL SHALL BE CLEAN, PERMEABLE AND FREE OF ORGANIC. MATERIALS. B. CONCRETE 1_ CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE 1" PLINTHS AT SLABS OR S" PLINTHS AT EXPOSED EARTH (b" IF POST IS PRESSURE TREATED)_ PROVIDE 6" MIN. FROM SILL PLATES TO FINISHED GRADE. DAMP -PROOF BASEMENT FOUNDATION WALLS WITH 2 COATS ASPHALTIC EMULSION U.N.O. G. REINFORCING 1. INSTALL REINFORCING PER A.G.L. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CONC COVER: EXPOSURE TO WEATHER 2 ", TO EARTH 3 ". TO OTHER 1 "- 2. EMBED ANCHOR BOLTS A MINIMUM OF 1" U.N.O., PLACE WITHIN 12" OF ENDS. 3. HEM FOOTINGS SHALL NOT IMPOSE "UNDESIGNED" LOADS ON NEW OR EXISTING BASEMENT OR RETAINING WALLS. D. LUMBER AND FRAMING 1. FRAMING LUMBER: KO. TO 19% MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER W.GLJB. OR M1^LPA. 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 CONCRETE 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 UPUFT AND DISPLACEMENT. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS PER USC 2306.7. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED. 3. PROVIDE A MINIMUM JOIST BEARING OF 1 1/7" ON WOOD, 3" ON CONCRETE. 4. MULTI 2X BUILT -UP BEAMS SHALL BE SPIKED TOGETHER. UNLESS NO I tV, USE 1Od NAILS 0 12" O.G. STAGGERED. 5. SOUD BLOCK W/ 2X C MIDPOINT OF STUDS OVER 10 FEET, BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAFTERS SUPPORTS. 6. W000 ENTERING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. T. DOUBLE JOISTS UNDER PARAI I FI BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT CANTILEVERED FLOOR SECTIONS. S. FIRESTOP AND DRAFTSTOP TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL OPENINGS BETWEEN FLOORS, FLOOR TO ATTIC, AT 10' INTERVALS HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND SIDES OF STAIRS. 9. GUJ -LAM BEAMS SHALL BEAR AJ T_C. INSPECTION STAMP AND SHALL BE "ARCHITECTURAL APPEARANCE" GRADE INHERE EXPOSED TO VIEW. E. METAL CONNECTORS 1. ALL METAL CONNECTORS SHALL BE " SIMPSON" OR AN APPROVED EQUIV. 2. FRAME NAIUNG SHALL COMPLY WITH USC TABLE 23 -11- B -1 UNLESS NOT tL' OTHERWISE ON FRAMING PLANS OR ON SHEARWALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE NAILS. 3. USE CUT WASHERS AT BOLTED CONNECTIONS. CONNECTORS EXPOSED TO FIE ATHER. SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOF:: ",:G SHALL BE FASTENED WITH CORROSION - RESISTANT FASTENERS. F: PLYWOOD AND DIAPHRAGM NAILING 1. ALL. PLYWOOD FOR STRUCTURAL USES SHALL CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN PLYWOOD ASSOCIATION(APA) AND NAIL PER USC TABLE 23- 11-5-1 UNO. 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOWS UNLE55 NOTED ON PLANS: FLOOR SHEATHING SHALL BE T4G 3/4" C- D- EXT -APA PLYWOOD WITH EXT. GLUE, P_1. 32/16, GLUE TO JOISTS AND NAIL WITH 1Od 0 6" 0/C EDGES. 1Od 0 10" 0/C FIELD. ROOF SHEATHING SHALL BE 15/32' C-D- INT -APA PLYWOOD WITH EXTERIOR GLUE, Pi. 24/0, NAIL Sd 0 if 0/C EDGES, Sd S 17 0/C FIELD G. VENTILATION AND ACCESS 1. VENTILATE CRAWL_ SPACES AND OVERHANGING FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1 SQ. FT.(NET 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 CRAWL SPACE OPENINGS_ 2. VENTILATE ATTIC SPACES WITH CRO55 VENTILATION EQUAL TO 1 /150TH OF THE ATTIC AREA(NET FREE), EXCEPT THE AREA MAY SE 1/ 300TH, PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA 15 3 FT. ABOVE EAVES NUTH 50% OF THE REQUIRED VENT AREA IN THE EAVES, 3_ PROVIDE AN ACCESSIBLE ATTIC ACCESS PANEL, 27 X 30" MINIMUM WITH A CLEAR HEIGHT OF 30", INSULATE AND WEATHER - STRIP. 4. PROVIDE 15" X 24" CRAWL SPACE ACCESS TO UNDER FLOOR AREAS. H. SAFETY GLAZING 1. TEMPERED 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 > SQ. FT. WHEN LESS THAN 15" ABOVE FLOOR OR WALKING SURFACE AD AS DESCRIBED IN U.B.C. 2406. SAFE GLAZING 15 REQUIRED TO BE PERMANENTLY MARELE PER UBG 2406.2. I. ELECTRICAL 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE ADEQUACY OF EXISTING AND PROPOS= ✓ FI FCTRICAL SERVICE AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.G., STATE AND LOCAL ENERGY CODES, AND MANUFACTURERS SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. SEPARATE PERMIT REQUIRED. J. MECHANICAL 1. WARM AIR FURNACE OR GAS HUN_ SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR. 2. GA5 APPLIANCES IN GARAGE SHALL BE ON A 18" HIGH PLATFORM. 3. AIR 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 SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP DRAWINGS, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY FOR ARCHITECT'S REVIEW - 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID DUCTING TO EXTERIOR, WITH A BACKDRAFT DAMPER, CAPABLE OF 5 AIR CHANGES PER HOUR. SEE ENERGY AND INDOOR AIR QUALITY NOTES FOR FAN VOLUME AND SONE RATING. SEPARATE PERMIT REQUIRED. 1. rLU WIt" w', _. VENTS PER U.P.G. 2. HOT WATER TANKS SHALL BE SIZED BY INDUSTRY STANDARDS FOR PROPOSED USE AND BE LABFI Fr) NAECA APPROVED. 3. FLOW RATES TO COMPLY WITH MAC 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 WA I tKPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE AT SHOWER SURROUNDS. TILE SHOWERS WITH A.SITE- BUILT PAN SHALL BE FIT I ETD AND LEAK TESTED FOR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK AT ALL TILE ACCESSORIES. M. BATH SAFETY 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1 /5" TEMPERED, 1/4" LAMINATED AND MEET UB.C. STANDARDS. 2. FLOOR TILES AT SHOVERS 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 - FABRICA I ELI TRUSSES. SHALL BE DESIGNED BY A WASHINGTON STATE UCE?NSED STRUCTURAL ENGINEER AND IN ACCORDANCE FUTH THE PLAN REQUIREMENTS. SUBMIT COMPLETE SHOP DRAPNG5 WITH ENGINEERS SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS WASHINGTON WOOD TRUSS FABRICATORS COUNCIL. 2. CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO FABRICATION. ' 3. APPROVED HANGERS MUST SE USED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. NON - SEARING PARTITIONS BELOW TRUSSES SHALL BE SEPARATED FROM TRUSS WITH SIMPSON 5TC FASTENERS. 4. TRUSSES SHALL BE HANDLED AND INSTALLED IN ACCORDANCE F TH MANUFACTURER'S SPECIFICATIONS. O. SKYLIGHTS 1. GLAZING SHALL BE INSULATED, TEMPERED GLASS(TOP), LAMINATED GLA55(BOTTOM) AND 7/32" 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 COLDENSATION GUTTER AT THE LONER END. INSTALL PER MANUFACTURER'S INSTRUCTIONS, FINISH AND FLARE WELL TO CEILING PER PLANS. P. EMERGENCY E6RFS5 1. EVERY SLEEPING ROOF. AND BASEMENT SHALL HAVE AN EXIT DOOR TO THE E C;1L JOR OR A MINIMUM OF ONE WINDOW WHICH MEETS THE FOLLONUNG REQUIREMENTS: MAXIMUM SILL HEIGHT OF 44 ", NET CLEAR OPENING AREA OF 5.7 5Q. FT., MINIMUM CLEAR HEIGHT OF 24", MINIMUM CLEAR WIDTH OF 20" AND SHALL BE OPERABLE FORM THE INSIDE WITHOUT SPECIAL TOOLS OR KNOWLEDGE,. Q. SMOKE DETECTORS 1. SMOKE DETECTORS SHALL BE PROVIDED IN EACH 51 FFPING ROOM AND SHAD_ SE INSTALLED PER MANUFACTURERS RECOMMENDATIONS, MO.51 (E ON THE CEILING OR WALL CENTRALLY LOCA I ry 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 DETECTOR SHALL BE INSTALLED ON EACH STOR" AND IN THE BASEMENT_ IN SPLIT LEVEL STRUCTURES, PROVIDE SMOKE DETECTORS ON UPPER LEVEL, UNLESS SLEEPING ROOMS ARE LOCATED ON LOWER LEVEL, THEN SMOKE DETECTORS ARE REQUIRED ON BOTH LEVELS. ALL SMOKE DETECTORS SHALL BE AUDIBLE IN 51 FFPING ROOMS. 2. SMOKE DETECTOR IN NEW CONSTRUCTION SHALL BE DIRECT WIRED TO BUILDING POWER MITHOUT A DISCONNECT SWITCH OTHER THAN FOR CVERCURRENT PROTECTION AND MUST HAVE BATTERY BACK -UP. ALL OTHERS MAY BE BATTERY OPERATED. 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 S 54 " -66" OFF FLOOR AT UNGLAZED ENTRY DOORS. 3. PROVIDE SECURITY FOR WINDOWS < 10' FROM FINISHED GRADE. 5. GARAGE SEPERATION 1. GARAGE/DINELLING SEPERATION SHALL CONSIST OF FIRETAPED 5 /5" GINS, TYPE "X' APPLIED TO ALL GARAGE SURFACES ADJOINING DWELLINGS LIVING, ATTIC AND CRAWL SPACES U.N.O. 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING SCI OR = SHALL USE 2 LAYERS 1/2" GNB TYPE "X". 3. STRUCTURAL SUPPORTS FOR DWELLING SPACES, WHEN IN THE GARAGE SHALL ALSO BE INRAPPED( INCLUDING WALLS, POSTS, BEAMS AND JOISTS IF SUPPORTING FLOOR ABO \, . E. 4. AIR DUCTS PENETRATING THE SEPERATION SHALL BE 25 CAUSE OR HAVE AN APPROVED DAMPER. 5. DOORS FROM GARAGE TO DI^IELLING SHALL BE 1- 3/S" SOLID CORE, TIGHT FITTING AND SELF - CLOSING.] T. STAIRS AND GUARDRAILS 1. PROVIDE A STAIRWAY WIDTH OF 36" MINIMUM, RISER HEIGHT OF 3" MAXIMUM, MINIMUM TREAD LENGTH OF S" 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 NENEL OR RETURN AT ENDS. PR 4 OVIDE 6-3" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. S. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WITH A MINIMUM HEIGHT OF 36" AND INTERMEDIATE BALUSTERS OR RAILS SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. 6. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 5/5" GWB, TYPE "X" FIRETAPED ON WALLS AND SOFFITS. PROVIDE FIREBLOCKING IN CONCEALED 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 3 /5" 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 WAB.O. STANDARDS FOR INSTALLATION OF SOLID FUEL BURNING APPLIANCES. 4. PROVIDE SEISMIC ANCHORAGE FOR METAL FIREPLACE CHIMNEYS. CHIMNEYS TO BE ANCHORED AT EACH JOIST WITH (2) 1 1/2" X 1 /S" METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED AND NAILED WITH (8) Sd NAILS PER STRAP TO ROOF OR CEILING FRAMING. V. MASONRY FIREPLACES AND CHIMNEYS 1. CHIMNEY SHALL NOT SUPPORT ANY STRUCTURAL WEIGHT OTHER THAN ITS OWN UNLESS 50 DESIGNED. 2. PROVIDE ACCESSIBLE PAMPER CONTROL AND OUTSIDE COMBUSTION AIR. 3. MAXIMUM TEMPERATURES, FLUE LINING, FLUE SIZING, TERMINATION HEIGHT AND CLEARANCES TO COMBUSTIBLES SHALL COMPLY WITH UBG TABLE 31-B AND 31 =A. 4. SEISMIC ANCHORAGE SHALL BE PROVIDED FOR MASONRY CHIMNEYS AT EXTERIOR WALLS PER UBG 31024.3. 5_ CLEARANCE TO COMBUSTIBLE MATERIAL: 2" FROM FIREPLACE SMOKE CHAMBER AND CHIMNEY WALLS, S" 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- COMBUSTIBLE MATERIAL. HEARTH EXTENSIONS SHALL EXTEND 16' FORM THE FRONT OF AND 8" BEYOND THE SIDES OF THE FIREPLACE OPENING. IF THE OPENING 15 GREATER THAN S SQ_ FT., THE HEARTH EXTENSION SHALL EXTEND 20' IN FRONT OF AND 12" BEYOND THE SIDES OF THE OPENING. HEARTH EXTENS SHALL BE READILY DIS-rINGUISHASLE FROM SURROUNDING IONS FLOOR. IN ENERGY NOTES PER 199'1 WSEC 1_ EXTERIOR JOINTS AROUND I^UNDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF, AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SE3RV CE5 THROUGH MALLS, ROOF AND FLOORS; AND OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR FEATHER- STRIPPED TO LIMIT AIR LEAKAGE_ WEATHERRSTRIF 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, COUNTERFLASHING 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 MALL5 WITH FLP. WALL BOARD AND AT SHOWER CEILINGS. 3. PROVIDE 6 MIL, BLACK, POLYETHYLENE GROUND COVER AT CRAWL SPACES. LAP 12" MINIMUM AND LAP UP FOUNDATION WALL5 TO A HEIGHT OF ADJACENT EXTERIOR 4. INSULATE FLOORS, MALLS AND ROOF PER PLANA \4 5. FACED INSULATION TO BE FACE STAPLED. .c 6. INSULATE HOT AIR DUCTS IN NON - HEATED SI I`GE3' . {JA PER TABLE 4 -16 (R -4). v 7_ INSULATE 24" OF PERIMETER OF SLABS AT HEATEL?,� s<- ROOMS WITH R -10 RIGID INSULATION. C� S. INSULATE HOT WATER PIPES PER TABLE 4 -11. 9. PROVIDE 2.5 6.P.M_ FLOW RESTRICTORS AT SHOWERS. 10. WATER HEATERS SHALL MEET 1987 NAEGA_ 11. ELECTRIC FIN TANKS IN NON - HEATED SPACES SHALL BE PLACED ON A NON - COMPRESSIBLE SURFACE AND THE FLOOR INSULATED TO R -10. 12. HVAC 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 CR NON 1C INSIDE AIR -TIGHT ASSEMBLY (1/2" GINS BOX). 14. EXTEND WIND BAFFLES TO A POINT 12" VERTICALLY ABOVE THE TOP OF INSULATION. X. VENTILATION AND INDOOR AIR QUALITY PER VIAQ 1997. 1. INTEGRA "( Er WHOLE HOUSE VENT SYSTEM FOR THE INTERMI I I ENTLY OPERATED INTEGRATED FORCED AIR HEATING SYSTEM. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS 1. EXHAUST FAN REQUIREMENTS: BATHROOMS, LAUNDRIES AND POWDER ROOMS SHALL HAVE MINIMUM 50 CFM S .25 W.G. KITCHENS SHALL HAVE MINIMUM 100 CFM S .25 N.G. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: DUCTS TO BE INSULA I GJ TO R -4 IN UNCONDITIONED SPACES, SE EQUIPPED WITH A BACK DAMPER., TERMINATE OUTSIDE THE BUILDING ENVELOPE AND COMPLY WITH TABLE 3.3 VIAQ CODE. DESIGN LOADS REINFORCING STEEL ASTM A - 615 GRADE 40 MASONRY JAMES- ANDERSON D ESIGN RES/DEN77AL ARCH ITECTURE 1&0� PLAN) A NOTE: IT IS RECOMMENDED B INSTALL A CENTRALLY LOCA I ED WHOLE HOUSE EXHAUST FAN WITH A MAXIMUM SONE RATING OF 15 AND SIZED ACCORDING TO TABLE 3 -2 VIAQ AND CONNECT CL) 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. f L Is tU A GORES UNIFORM BUILDING CODE 1947 EDITION d AMENDMENTS WITH SEATTLE BUILDING CODE AMENDMENTS, IF APPLICABLE 1.191 WASHINGTON STATE ENERGY CODE MAC 51 -11 LIVE LOADS FLOOR: 40 PSF, ROOF: 25 PEP, 41110: 15 PSF, STAIRS: 100 PSF DECKS: 40 PSF, BALCONIES 60 PSF.GUARDRAILS: 20# PLF AT TOP OF RAIL SEISMIC ZONE: 3. BASIC WIND SPEED: SO MPH, EXPOSURE 5 (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 PGF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 30 PCF FOR CANTILEVER RETAINING WALLS. CONCRETE MINIMUM COMPRESSIVE STRENGTH: 2500 P51 AT 28 DAYS (UNO). 5 1/2 SACK CEMENT PER CU/YD, MAX. 6 GAL_ WATER PER SACK. MAXIMUM SLUMP 4 ", MAXIMUM AGGREGATE SIZE 1 -1/2" RETAINING WALL: 2500 P5I AT 25 DAYS, 5 1/2 SACK CEMENT PER CU/YD. EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED (5%). FRAMING LUMBER (UNLESS OTHERWISE NOTED ON PLAN) PLATES AND SILLS HF *2 OR STR(PT 0 CONC) STUDS HF "STUD GRADE" JOISTS AND RAF I EKS HF #2 POSTS AND HEADERS DF 1 $2 BEAMS DF #1 GLU -LAM BEAMS (SIMPLE SPAN) 24F -V3 GLU -LAM BEAMS(CANTILEVER) 24F -V8 DECK J015T5 P.T. HF 0 2 DECK BEAMS P.T. HF *1 METAL CONNECTORS RECEIVED CITY EONF TUKWILA " SIMPSON" BRAND OR AN ICBO EQUI ,.. 2 6 2001 PERMIT CENTER ORTAR: TYPE 5, 1 PC, 1/2 LIME PUTTY, 4 SAND. STEEL: 40 CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. .6 • EDMONDS, WA. 98020 TI6 -6166 PHONE FAX T16 -6166 DATE 6,10 SHEET / • -- -- CONNECTION NAlL1NGt 3 - 8d 1. Joist to sill or girder, toenail 3-8d 2 Bridging to joist, toenail each end 3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail 2 -84 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 344 2 -16d 5. (51 mm) subfleor to joist or girder, blind and face nail t6d 2" 16d 16" (406 mm) 6. Sole plate to joist or blocking, typical at l face nail at per 16" (406 mm. Sole plate to joist or blocking, at braced all panels - 7. Top plate to stud, end nail 2-16d 8. Stud to sole plate 4-13d, toenail or 2 -16d, end nail - 16d at 24" (610 mm) o.c. 9. Double studs, face nail . 10. Doubled top plates, typical face nail 16d at 16" (406 mm) o.c. Double top plates, lap splice 3 -16d 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d at 6" (152 mm) o.n. 13. Top plates, laps and intersections, face nail 2-16U Pti a 14. Continuous header, two pieces _ 16d at 16" (406 mm) o.n, along each edge 15. Ceiling joists to plate, toenail _ _ 3 16. Continuous header to Mud, toenail 44Ie 17. Ceiling joists, laps over partitions, face nail 3 16d 18. Ceiling joists to parallel rafters, face nail 3 -16d 19. Rafter to plate, toenail 3-8d 20- r (25 mm) brace to each stud and plate, face nail 2 -8d 21. 1" x 8" (25 mm x 203 mm) sheathing or less to each bearing, face nail 2-8d 22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail 3-8d 23- Built -up comer studs 16d at 24" (610 min) 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. 2" (51 mm) planks 2 -16d at each baring 26- Wood structural panels and particleboard: Subfloor and wail sheathing (to framing): - 6& t /2" (127 mm) and less 8d or 6d' 191 (15 mm -19 mm) 8d1 7 /8" - 1" (22 mr mm) I0M or Bd 1t / -11/ (29 mm -32 mm) - Combination subfloor- underlayment (to framing): 3 /4" (19 mm) and less gds 7 /8 " -1" (22 mm -25 mm) mfr. or Sd II/8"-1 (29 mm -32 mm) 27. Panel siding (to froming) 6d6 1 /z" (127 met) or less gd6 518 (16 aim) 28- Fiberboard sheathing :7 No. 11 ga g '/2 (127 mm) 6d4 No. 16 ga. 75132 No. 11ga$ (20 mm) 8d No.16 ga. 29- Interior paneling 4,110 t /4" 610 mm) X11 34( (9S mm) ABBREVIATIONS/GENERAL CONSTRUCTION AB. ASV - ALT BD. BLK'G BM CANT. GB. GDR G.J. GL G1R COM COMP GONG CONT d DB. DEL PIAM EE. E5. EX EXP EXT FIN F.J. F.F.L. FO5 FP FTG GLB GL GR GINS HD HDR HR HGT. H.L. HW ESM ESP U.G. EFSH EBB L.P.D. VTO GFM ANCHOR BOLT ABOVE ALTERNATE BOARD BLOCKING BEAM CANTILEVER CARRIAGE BOLT CEDAR CEILING JOIST CENTERLINE CLEAR. COMMON COM POSITION CONCRETE CONTINUOUS PENNY DEADBOLT DOUBLE PIAMgTER EACH END EACH SIDE EACH WAY EXISTING EXPOSED EXTERIOR FINISH FIBERGLASS FLOOR JOIST FINISHED FLOOR LINE FACE OF STUD FIREPLACE FOOTING GLU -LAM BEAM GLASS /GLAZING GRADE GYPSUM WALLBOARD HOEDOWN HEADER HANDRAIL HEIGHT HEAT LAMP W R HOT ATE FL FCTRIC SERVICE METER Fl FCTRIC SERVICE PANEL UNDERGROUND W ELECTRIC ALL HEATER ELECTRIC BASEBOARD LOCATE PER OWNER VENT TO OUTSIDE CUBIC FEET P MINUTE INCL. INT LAM UN MAX MB. MIN INC. NTS OA. 0.G- 055 PB.O. PL P.T. PIN R RELOC RHQP Rd;3 R -O- RS. S.C. SHT SH SKY SLDG 5/N T T-0.) T. B. TPL. TYP TEG UNFIN- U.N.O. V.B. V.G. WD 1^1 F P- ABBREVIATIONS/ELECTRICAL/MECHANICAL/ LIGHTING GPIC SD F S.L H B. C.O. C.A.R. ELECTRICAL/ MECHANICAL/ LIGHTING SYMBOLS SWITCH 3 WAY SWITCH DIMMER SWITCH TIMER SWITCH DUPLEX OUTLET HALF SWITCHED SPEC. APFLIANCE FLOOR OUTLET 220v OUTLET VNATERPRF OUTLET GFIG OUTLET Fl FCTRIC PANEL Ft Fr•TRIC METER SMOKE DETECTOR EXHAUST FAN CABLE JACK DOORBFI L /CHIME PHONE JACK THERMOSTAT HEAT REGISTER EL EC. BASE SD INCLUDE INTERIOR LAMINA I EL UNEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVERALL ON CENTER OVERHANG =1 ORIEN I J STRAND BOARD PROVIDED BY OWNER PLATE PRESSURE TREATED PLYWOOD RISE? RELOCATE RSGUIREP ROD AND SHELF' ROUGH OPENING ROUGH SAWN SOLID CORE SHttI SHELF 5 ;LIGHT SLIDING SHEARWALL TREAD TIE DONN ( TOWEL BAR TOP PLATE TYPICAL TONGUE AND GROOVE UNFINIDHED UNLESS NOTED OTHERWISE VAPOR BARRIER VERTICAL GRAIN W001 FiROUGHT IRON WA1rrL PROOF GROUND FAULT INTERRUPT CIRCUIT SMOKE DETECTOR W ATER. SERVICE LINE HOSE BIBS CLEAN OUT COLD AIR RETURN gEf SURFACE UGHT MALL MNT. UGHT RECESSED LIGHT CHANDELIER FLUORESCENT 'TRACK LIGHT FULL CHAIN LIGHT GAS METER FLOOR DRAIN HOSE BIBS TABLE 23- 11 -B -1 11_ NAILING SCHEDULE 'Common or box nails may be used except where athenvtse slated. ?Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports eacept 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard pia' cragms and shear walls, refer to Sections 231533 and 2315.4. Nails for wall sheathing may be common, box or casing. 3 Common or deformed shank. 4 Common. , Deformed shank. , Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. 7 Fasteners spaced 3 inches. (76 mm) on center at exterior edges and 6 inches (152 mm) on ,enter at intermediate supports. 8 Corrasion- resistant roots. :g nails with 3 116- inch - diameter (11 mm) head and 1t /?-inch (38 mm) length for I5 -inch (127 mm) sheathing and 1 /4 -inch (44 mm ) length for (20 mm) sheathing_conforming to the requirements of Section 2304.3. 9 Corrosion- resistant staples with nominal ' /15 - inch (11 mm) crown and 1 /g -inch (29 mm) length for l /cinch (I2.7 mm) sheathing and 11/2-inch (30 ∎i n) lmgh for 75 !32 -inch (20 mm) sheathing conforming to the requirements of Section 2304.3. ''Panel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel. unless otherwise marked]. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. "Panel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges. 12 inches (305 met) at intermediate supports. eon -3o1 1997 UNIFORM BUILDING CODE COPYRIGHT ©JAD AM UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW CATHY ANDE • REGISTERED ARGHITEGT 350 DAYTON ST. z6 • EDMONDS, AA. 48020. T16 -6766 PHONE FAX T15 -6166 RECEIVED CITY OF TUKWILA SEP 2 6 2001 PERMIT CENTER DATE SHEET 10 N C..-or-4 4- rJ7 Sl.r4b ors rsiq L/ "Cvnt 9M ovetz- L1t4-po If q r ,i-u / i LIN ` -1 f oIJ I -iG L1 p 4 )' 2W- G d 2 o r-riPr , 2NtC c d h 309 FLOOR TIES/ HOLDOWNS SIMPSON U.N.O. 1 0 1 A- COPYRIGHT ©JAD 1 1 UNAUTHORI7Fn REPRODUCTION OR USE IS PROHIBITED AND FROTEGTED BY FEDERAL LAIN JAMES- ANDERSON DESIGN RIDENnAL ARGNITECTURE I I � a Ai 1 iD L.11- Gh w CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. tt6 • EDMONDS, WA. 98020 RECEIVED CITY OF TUKWILA SEP 26 7 PERMIT CENTER DATE 4 -1 -9 z - 77 SHEET STRAP NAILING HOEDOWN STUD ANCHORAGE HOEDOWN ANCHOR BOLTS NOTES _fiRIZONTAL • .. .. .I L ) ............. h'r _rd-e, 3z - KJ. (, �y -) -277 -i s r z4t 1---r - ' Tb - - z (� E /I - ) `� '1 ............. . �� - I /ej _ ,---ii-) H "r :7 - V-2 1ta -1 1 (o --16 cI -F, p(L- e.---1" 1- LOCATE HOEDOWN AT EACH END OF SHEARWALL 3- EXTEND FDN DOWN AS REO'D TO 2- CRIPPLE WALL CONSTRUCTION SAME AS ABOVE RECEIVE HOEDOWN A.B. EMBEDMENT 4- THREADED ROD AND COUPLER AS REGI'D SHEI,ARWALL SCHEDULE- STUD FRAMING MARK SHEATHING ON 2X HF U.N.O. NAILING EDGES BLK'V U.N.O. NAILING FIELD SHEAR FLOW NAILING BASE PLATE RIM -JOIST SILL PLATE: ANCHORS V• /_!� 7 /I II -J/ I` / >L RN ' g?c] G ZI' 0(✓ - t�(I 0 .Sv IftsKi'A 11 e 4 I Z -. G � 1 6 n y 1 A 7-5 I -o l z II I de ! f l-d• t' CJYY-I ® I I �� L 4 1 1 I GGI ,II I6, GILCa? ) 60 5":-F b1I may, •7 V\/' " / l .!' e;w �d� - c +1' s d l � e 4 .0 I I Co� � 5 r - 2 i . u. 7l 11 1 '�e� J,9 ,II �(o x ' � F 1 i J � I )alb li e 9 ( 7/1V ‘''�b'� I, Gj -� I /�fGI� v 7 �G 1I t9.4-& IZ i_ vil l 6 11 - 1,1L�Inc -Dht -1x f >�� ‘,/ r-y� I/ - V I ,-3o h- ,.. N C..-or-4 4- rJ7 Sl.r4b ors rsiq L/ "Cvnt 9M ovetz- L1t4-po If q r ,i-u / i LIN ` -1 f oIJ I -iG L1 p 4 )' 2W- G d 2 o r-riPr , 2NtC c d h 309 FLOOR TIES/ HOLDOWNS SIMPSON U.N.O. 1 0 1 A- COPYRIGHT ©JAD 1 1 UNAUTHORI7Fn REPRODUCTION OR USE IS PROHIBITED AND FROTEGTED BY FEDERAL LAIN JAMES- ANDERSON DESIGN RIDENnAL ARGNITECTURE I I � a Ai 1 iD L.11- Gh w CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. tt6 • EDMONDS, WA. 98020 RECEIVED CITY OF TUKWILA SEP 26 7 PERMIT CENTER DATE 4 -1 -9 z - 77 SHEET CoOG rz. v Co'(v 2-ei ,v o �` 1 m 4fe TH 7 � ir� � - 4 • + - 04 14 f r 'fp 1-11 14vl t4G 4K46- fia> �( w - 4 , t:: Atv\e' 4-" Ge�ti.1L 'lz`1�8 " 5�� -o Pr—.6-10 -2' ,.„ / Li of moat. t . Avove.- \� ' 4 A 1 6°07 °o W-p II L; 1 ,044 P trY1 - f 7 b o ll caret 1-� i •'3 _1 ,/ r)flIdIPlP4 I and r t •r - e Plan Check approvals are £ ubject to crro s and ominnions and approvai of E fans does not authorize the vio12tioh of any sdopted code or ordinance. Re etpt of con- tactors copy of approved piens acknowledged. SEPARATE TE PER MI T REQthREC FOR: - 1__I I ECHANICAL ELECTRICAL _ PLUMBING ZGAS PIPING CITY OF TUKWILA BUILDING DIVISION EViSiON NO1 L CITY RECEIVED CITY PERMIT CENTER PATE H T . ... l i 1X � {'y�V�'� 1 I S 1 s 4 111MIIMI I (4) &wit Flof 111/S aze.l too 2 'h �{ G - - oz--. a I I.. INA IE . 9 tldd i l l1 s.v ,n ..1.. •• _ a NMI L - ' L .1411V !- - 1 - 1a I ° ■ I :o'T - \ 0/. x ;IA v,1, /-A-1 :1 I I IMIA : . r 1 I berz PP . ; ; 111 k 1 I � ._.. o a o4 , l I E t II v-Xi:3 . IL _- dxvc * ii 4„....w"...,.... CooTruoff!'Cxt . ... l - S 1 •a.r 111/S aze.l too 2 'h �{ G - - oz--. a ° I 9 s.v ,n - ' L .1411V 1 - ° ■ \ 0/. x ;IA v,1, /-A-1 :1 I : . r 1 I berz PP . ; ; 111 k 1 I � ._.. a o4 , l �� - , ettec,, t7e4 z zxV D !� ADV D O NAL 1zoaf-,r�i .46 a v &le�o I la1° itA47 301 reoti 2x& N t`3ti h = - `�-' ��VISI too N NO, L CITY F RECEIVED PERMIT CENTER DATE GROUP R OGGUPANGY TARGET UA TARGET ASSEMBLIES 'FLOORS ( R -19) 04'r 1,040 I U X A ' 44.101 - CEILINGS W /ATTIC ( R -az') 'rt�imu q Q Res - 144- CEILINGS VAULTED (R -30) 23.74. FLAT CEILINGS W/ ATTIC (R -35) GLAZING 15 % OF FLOOR AREA. (U = ,' -. °rn) 2405 1565 WALLS (R -171:) 4 I.JALLS STi. > '1 1811 112.3 DOORS ( R -2.5) .400 37_15 15.1 SLAB ON GRADE (R -10) RIGID .540 .040 B. Oppque Door 2.0 ft. BELOW GRADE INTERIOR WALL (R -11) .043 .035 SLAB (R -1O) F. .640 .033 .330 ft. BELOW GRADE INTERIOR WALL (R -11 :) .041 .516 230. 3.5 SLAB (R -10) F. .6 11.94 11.8 7 . 0 ft. BELOW GRADE INTERIOR NALL (R -11:) .037 .082 1 SLAB (R -10) F= .570 .284 57.15 Y n fli. • T/1TbI 3a I R OGGUPANY PROPOSED UA PROPOSED ASSEMBLIES "U" .041 AREA t ta¢t: U X A . FLOORS (R -141) FLAT CEILINGS W/ ATTIC (R-30) .036 .516 23.74. FLAT CEILINGS W/ ATTIC (R -35) .031 i,o4rr 3w4- - SCISSOR TRUSS 4/12 PITCH (R -30) .043 • 5/12 PITGH (R -30) .034 4/12 PITCH (R -38) .040 B. Oppque Door Wood 1 3/4 w /panels 5/12 PITCH (R -38) .035 CEILINGS VAULTED (24" OC) 2 X 12 VENTED (R -30) .033 .330 15.18 GLAZING .516 230. 118.1 2 X4 WALLS STANDARD (R-1 ) LAPPED WOOD 11.94 11.8 318.44 2 X 4 WALLS STANDARD (R -11 ) T1 -11 .082 1 14 6 DOORS .284 57.15 10.12 SLAB ON GRADE (R -10) RIGID kv TB .540 2.0 ft. BELOW GRADE INTERIOR WALL (R -11)) .064 .036 1.66 SLAB (R -10) W/ TB F= .600 Insulation R -38 3.5 ft. BELOW GRADE INTERIOR WALL (R -11) .058 SLAB (R -10) W/ TB F. 570 .082 3.11 7.0 ft. .BELOW GRADE INTERIOR WALL (R -11 ) .050 above 4 below grade R- t wood studs SLAB (R -10) VL/ Ti3 F= .420 1643.0 6650.86 ai , "1.enc.t=t'7- T!9 rAI - 5 SulidIng Component Description U or F Value Heat Loss Factor Component Footage Heat loss in $7UH A. W!ndow,5kgilte Double AAMA tested .516 23.74. 2300 5451?5 Sliding 4 Swinging Double AAMA tested .315 17.25 Glass Door B. Oppque Door Wood 1 3/4 w /panels .570 26.22 Wood 1 3/4 SG .330 15.18 Wood 1 3/8 SG .390 11.94 11.8 318.44 Insui. metal w/TS .190 8.74 20.0 174.80 insul. metal w/TB .142 653 G. Roof /Ceiling R-30 .036 1.66 Imo _ 1/1.(0 =i- Insulation R -38 .031 1.43 D. Wall Insulation R wood studs .082 3.11 118.0 671.42 above 4 below grade R- t wood studs .085 4.05 1643.0 6650.86 R- 21,wood studs .057 2.62 E. Floor Over Unheated R -14 .041 1.89 950.0 1791_10 Space insulation R -30 .021 1.33 F. Slab Ott Grade Floor R -10 .540 24.84 Perimeter Insulation 6, Basement Floor None .032 1.41 H. Infiltration Post 1980 .018x.b ACM 050 12704.0 6352.00 Design Heating Load 23144..51 PHL- :heated floor area) 1605 14.33 Minimum Required Equipment Size = D,1. j2 EDyI� 3f¢F9 Maximum Required Equipment Size =17 L >Q T 45183.89 Proposed Equipment size (Output) 25000.00 z >'l5-) .I II II it TI -!I ti1 171i -IG i_ lei tl JZ �jl 17 t-V 1-1K-r.64. 4 a >ir -1 N YVIMfl • Yet 5GHE37ULE 2 6 1 L 6/0X6/10 3 5/0X4/0 1 2 r Sl 4/ OX /O 2/0X2/0 4/0 x 3/6 1/6X4/0 6/0X4 /0 3/0X31/0 2/0X2/6 SH WEIGHTED " GAS DOORS 1 3 /0X68 In. stl. 2/6X6y8 SG wd 2 WEIGHTED "U" GAS TYPE Sidg Fixed 5idg Fixed Sidg Patio Sidg Fixed WINDON4 1 4 NUFAGTURER DOOR MANUFACTURER AREA 32.00 4.00 14.00 36.00 24.00 41.00 60.00 9.00 10.00 0.55 0.50 0.53 0.50 0.53 0.44 0.53 0.50 0.53 20.000 0.14 17 :750 0.39 " 16.46 200 7.42 18.00 12.12 20.04 31.80 4.50 5.50 0.516 0.284 NOTES Egress/ grid (2) gridpAf1 ' Egress Safety gl. (1) Egress (2) obscure 10.12 3.80 Solid urethane 6.42 1 5/8" OWNER: 10,9X M s /NC PLAN #: 1 HEATED FLOOR AREA: 16gq Grid /obscur /7 TOTAL TARGET UA TOTAL PROPOSED UA SLO'4 No GHAPT ES 5 COMPONENT PERFORMANCE APPROACH RESIDENTIAL OCCUPANCY/ OTHER FUELS JOB #: GROSS WALL AREA EQUIPMENT SIZING FORM PERMIT CENTER 208 DATE sH3T 363 37:3 frir vow I 1 \+ 3 • _= y COPYRIGHT © JAD 1999 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LA"' JAMES - ANDERSON DESIGN RESIDENTIAL ARCHITECTURE j CATHY ANDERSON • 330 DAYTON ST. ttb I 116 -6166 PHONE CITY OF SEP 2 6 2001 PERMIT CENTER REGISTERED ARGHITEGT EDMONDS, WA. 98020 FAX 116 -6166 DATE - Z -1 - - ' - SHEET ��8c `RRESii Am j INTAKE KANAL..a AT WH+x HOUSE aH AtrSr J FAN INTAKE • /Do v @ - ZS '^/CI (I -1"J) • @Sca m INTAKE _ =_F+.-'Ramc awsa VExr 2i TIM wtrH /OFF SWITCH �UP° / � II o ! n ,MANUAL .AIRFLOW An7u517hLr DAMPER I Mit1iMM � 14 1 1 -vT4 -1 907 tii4 rt, C17tJ 1) \m AO. TAgL,L - - EXHAUST Fyne TERMINATION VENT I -- RE1IRN Ai R' INStLtTF DUCT R Q S[iPPtY AIR d OA- �a 464 _ 2x e2" fikv. lZn - >`a _ o'//€; 1-1 x I G' l STALE. MOIST EXHAUST AIR 7 lA£=' F StE METAL INTEGRATED VENTILATION tzoO t3�eTt4 - 7AMpe:12- •(Z OV-NTA Val OR t-111 qt 0 GOZ c a IASTJ L"Duccs Wl4E'% i" A 1 N op_ L3Nt?- cowc a'TE estPx5 4A -L TsE ENCASED tN AT LET •2- NCI-IES OF CONS"[ 54 N 0 P1�Lt G� 4.1 _t" - Z D H AW J)L .1\i� . ol,�tc,��Nls~lll- d� � 7 /tom' �►�I'FHi r��}" 1'I —I I 11v� r-- IZ fidA 16, je J R.k4I - GE`s I� II-bI1LI G / G� "- LL4v F -( o k4 ,V/ Ll1J �r2 'Lvc� t MEASIT•1117/6110.04 e 6t-44 14Aa e„ to li I F-17J I- Q>' c 4c- 2>'4 I.Artp.ik•Ir 1,ILgo Ie .4+ � W— Io —I - v " -r 1 p9, r /ZIT 4\IYP7 - 2v6 }- � 5['l- 41av Ifs f'' ✓c CATHY ANDERSON • 330 DAYTON ST. #6 • T16 -6166 PHONE 1 .l -bop % 4f; 4LIJ - H41 -k SEP 2 6 2001 JAMES - ANDERSON DESIGN RES /vEO7AL ARGH!TEC7URE I {14i I- (o 0 I - -] • REGISTERED ARCHITECT EDMONDS, SNA. 9EO2O FAX T16 -6766 6t4/ 1h50em/ J RECEIVED CITY - OF TUKWILA PERMIT CENTER SHEET REINFORCEMENT SCHEDULE VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT HEIGHT IN FEET 2'. . NONE REQ'D (1) #4 TOP BAR 2'TO < 4' #4 e 24' 0,C, #4 e 24' D.C. 4' TO < 6' #4 e 18' O.C, #4 e 18' D,C, 6' TO < 8' #4 e 16' O.C. #4 e 10' D.C. > 8' ENGINEER'S DESIGN PRO'D `RRESii Am j INTAKE KANAL..a AT WH+x HOUSE aH AtrSr J FAN INTAKE • /Do v @ - ZS '^/CI (I -1"J) • @Sca m INTAKE _ =_F+.-'Ramc awsa VExr 2i TIM wtrH /OFF SWITCH �UP° / � II o ! n ,MANUAL .AIRFLOW An7u517hLr DAMPER I Mit1iMM � 14 1 1 -vT4 -1 907 tii4 rt, C17tJ 1) \m AO. TAgL,L - - EXHAUST Fyne TERMINATION VENT I -- RE1IRN Ai R' INStLtTF DUCT R Q S[iPPtY AIR d OA- �a 464 _ 2x e2" fikv. lZn - >`a _ o'//€; 1-1 x I G' l STALE. MOIST EXHAUST AIR 7 lA£=' F StE METAL INTEGRATED VENTILATION tzoO t3�eTt4 - 7AMpe:12- •(Z OV-NTA Val OR t-111 qt 0 GOZ c a IASTJ L"Duccs Wl4E'% i" A 1 N op_ L3Nt?- cowc a'TE estPx5 4A -L TsE ENCASED tN AT LET •2- NCI-IES OF CONS"[ 54 N 0 P1�Lt G� 4.1 _t" - Z D H AW J)L .1\i� . ol,�tc,��Nls~lll- d� � 7 /tom' �►�I'FHi r��}" 1'I —I I 11v� r-- IZ fidA 16, je J R.k4I - GE`s I� II-bI1LI G / G� "- LL4v F -( o k4 ,V/ Ll1J �r2 'Lvc� t MEASIT•1117/6110.04 e 6t-44 14Aa e„ to li I F-17J I- Q>' c 4c- 2>'4 I.Artp.ik•Ir 1,ILgo Ie .4+ � W— Io —I - v " -r 1 p9, r /ZIT 4\IYP7 - 2v6 }- � 5['l- 41av Ifs f'' ✓c CATHY ANDERSON • 330 DAYTON ST. #6 • T16 -6166 PHONE 1 .l -bop % 4f; 4LIJ - H41 -k SEP 2 6 2001 JAMES - ANDERSON DESIGN RES /vEO7AL ARGH!TEC7URE I {14i I- (o 0 I - -] • REGISTERED ARCHITECT EDMONDS, SNA. 9EO2O FAX T16 -6766 6t4/ 1h50em/ J RECEIVED CITY - OF TUKWILA PERMIT CENTER SHEET GENERAL CONSTRUCTION NOTES 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA 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 UTILTY 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 PUBUC 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. 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. 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 LICENSED 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" OR 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. CONTRUCTION SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING UMITS AND INSTALL FILTER FABRIC OVER EXISTING 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 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 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 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 u.APACTS 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. SANITARY SIDE SEWER CONSTRUCTION NOTES 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. WATER SERVICE CONSTRUCTION NOTES CATCH BASINS. II STANDARDS. 30 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 -13 OR WS -14. EARTHWORK ESTIMATE SHEET INDEX CUT 30 CU. YDS PER LOT FILL 30 CU YDS PER LOT SHEET 1 SHEET 2 SHEET 3 SPECIFICATIONS EROSION & SEDIMENTATION CONTROL PLAN GRADING & DRAINAGE PLAN VICINITY MAP SCALE: 1"=4 MILES These plans have been reviewed by the Public Works Department for conformance with current C i:' standards. Acceptance is subject to errors and .missions which do not authorize violations of opted 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: Bp JOft ".1 pt. I) RECEIVED CITY OF TUKWILA PERMIT CENTER REVISION \O 2t G C) ob. 0 O 0 0 0 E. N cal 0 0 0 0 0 0 ry z z z w w w J J J U E IL W L1. in vi to w w tai > > > Q Q 10 F) Y) M rn r') I I 1 ‘ 41 co cV I- O J PROJECT NUMBER 00 - 007 SHEET 1 OF 3 rn N t- 0 J 0 l- O J EROSION AND SEDIMENT CONTROL NOTES 1. ille implementation `of these ESC plans and the construction, maintenance,` replacement, and upgrading of these ESC facilities is the responsibility of the applicant until all construction is approved and: the . ,site stabilized. 2. The - boundaries` of the clearing limits shown an this plan shall tie clearly flagged bya continuous length of survey tape (or fencing if required) prior: to construction. During the construction .period no disturbance beyond the clearing limits 'shall be The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage m systes, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the constriction period, these ESC facilities shall be upgraded as nieded for unexpected storm events and modified to account for rhaag hg si #e conditions (e.g., additional sump pumps, relocation of ditches 'and silt fences, etc.). 5. .Any areas of exposed 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 stabilized with :the approved ESC methods (e.g., seeding, mulching, plastic covering, tc.). 6; My 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 foll q storm event. 8. At no time shall more than, one (1) . foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall `'be cleaned. prior to paving. The cleaning oystem: peration shall not flush sediment -laden water into the downstream s 9 ,Std'bilized 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. 10' UTILITY EASEMENT EXISTING CATCH BASIN VANED GRATE: 115.58 IE(12 "DI):, 113.18 INSTALL FILTER FABRIC OVER CATCH G !EXISTING GARAGE TO BE DEMOLISH EXISTIN SHED TO BE BE IBAB ON GRADE PROPOSEDD 'I RESIDENCL– -J F.F. 117.5 PROPOSED RESIDENCE F.F. 117.5 PROPOSED GARAGE F.F. 116.4 EXISTING HOUSE TO BE DEMOLISHED PROPOSED GARAGE F.F. 116.4 • \__ EXISTING B" WA'ER MALN r / BUILDINGS WI EXIST,NG CONTOUR AND FINAL CON-OUR ARE THE SAME 10' UTILITY EASEMENT 16 D041iSSPOUT _C \N__ -... \- , I ExiSTING RCG C-ENCE - - - 1 J QI 43RD AVENUE "l I CLEARING LIMIT` IS THE PROPERTY LINE B c - G \� EXISTING GAS LNE PROPOSED GAS SERVICE LINE N OTE: 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. ELEVATION DATUM: CITY OF TUKWILA BENCH MARK: SANITARY SEWER MANHOLE RIM ELEV.=116.06 NORTH ' I / I G G `/ 6 I 4TL . _- __M.ENT INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY EXISTING UTILITY POLE NOTES: G. H. J. INSTALL FILTER FABRIC OVER CATCH BASIN OPENINGS EXISTING CATCH BASIN VANED GRATE: 114.80 IE(12 "DI): 112.65 INSTALL FILTER FABRIC OVER CATCH BASIN OPENING INSTALL STABOLIZED CONSTRUCTION ENTRANCE PER DETAIL FILTER FABRIC MATERIAL 36' MIN WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WIRE JOINTS IN FILTER FABRIC SHALL. BE SPLICED AT POSTS. 2'x2' BY 14 GA. WIRE FABRIC OR EQUIVALENT BURY BOTTOM OF FLYER MATERIAL IN 4 "z4' TRENCH 6' MAX. 12'MIN NOT TO SCALE / GEOTEXTILE FABRIC UNDER QUARRY SPALL (MARAR 600X OR EQUAL) FILTER FABRIC MATERIAL Yx2' BY 14 GA. WIRE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC IS USED 24 ^MIN 36'MIN 4'x4 MIN. TRENCH. BACKFILL TRENCH WITH NATIVE SOIL OR 3/4 WASHED. ROCK •- 2 "x4' WOOD POSTS, STANDARD OR BETTER OR— WOOD POST EQUAL ALTERNATE STEEL FENCE POSTS 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 NECESSARY, .FILTER - -CLOTH SHALL BE SPLICED TEGEIHER ONLY AT. A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. 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). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES RODE AND 4 INCHES DEEP, UPSLDPE AND ADJACENT TO THE WOOD POSTS TO ALLOW. THE FILTER FABRIC TO BE - BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, .A WARE MESH SUPPORT FENCE SHALL: BE FASTENED SECURELY TO THE UPSLCPE SIDE OF THE POSTS USING HEAVY -DUTY WARE STAPLES AT LEAST 1 INCH LONG,: 71E 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. E 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 MEND. MORE 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 WARE MESH SUPPORT FENCE. MAY BE ELIMINATED. IN SUCH. A CASE, THE FILTER 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 STABILIZED. 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 CR POND. SILT FENCE DETAIL 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 FACIUTIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, RECEIVED THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. CITY OF TUKWI 2. AGGREGATE: 3" TO 6" 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. PERMIT CENTER 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 TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBUC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTUNG 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 WALL PREVENT TRACKING OR FLOW OF MUD ONTO PUBUC 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 NOT TO SCALE wi REVISION N I I 0 0 0 0 N N 0 0 CV tO CO C- 0 • CI tO • a CQ cp • co • • Cq flo 0 0 PROJECT NUMBER 00 -007 SHEET 2 OF 3 �I I 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 SOFT. 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 RFf`FIVFf III •11111111111111111111•1 111I o ®® 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 (61: 114.00 IE (4"W): 114.16 IE (4 "N &S) 113.00 TYPE 1 CB29 GRATE: 115.48 IE (61: 113.48 IE (4 "W): 113.31 IE (4 "N &S) 112.48 TYPE 1 CO30 GRATE: 115.00 IE (61: 113.46 IE (4"W): 113.62 IE (4"N &S) 112.00 10' UTILITY EASEMENT GRAPHIC SCALE (IN FEET) 1 inch = 10 ft. G G EXISTING TYPE 1 CATCH BASIN GRATE: 115.58 II C I / (TYP) 2" COMPACTED DEPTH i/ CLASS "B" ASPHALT CONCRETE 10' 4" MIN. COMPACTED DEPTH" ASPHALT TREATED BASE N' 1/4, SE 1 /4, SECTION 10, T23N, R4E, W.M. i / / Ow- EXISTING GAS LINE G 10' I WHERE REQUIRED L `-1 J PRIVATE DRIVEWAY CROSS- SECTION NOT TO SCALE SUBGRADE COMPACTED TO 95% MAX. DENSITY (SEE SPECIFICATIONS ON SHEET 1) 4 NOTE: MATCH APRON SUBGRADE WITH SUBGRADE OF WEST MERCER WAY CLEARING LIMIT IS THE PROPERTY LINE 7 -ROOF DOWNSPOUT 12" DIP EXISTING GARA _MBE DEMOUSH PROPOSED GARAGE F.F. 116.4 BUILDINGS WILL BE SLAB ON GRADE 10' UTILITY EASEMENT 55' - 6" ,16 - DO SPOUT CONNECTION POINT ('1W) L- EXISTING UTILITY POLE PROPOSED • .. UNDERGROUND PQWER, . PHONE . &. TV CABLE ' 30' Lot - 20' 0" PROPOSED GARAGE F.F. 116.4 EXISTIN I ' (TORE I I DEMOU' ED CLEAN =OUT_ flNISH .GRADE 'EXTENDED' • 'SPOT ELEV.. FIPIAL GRADB' \ O_ y NORTH L ot 29 Lot 30 \ 2O' -0" f PROPOSED GARAGE F.F. 116.4 EXISTING HOUSE TO BE DEMOLISHED PROPOSED RESIDENCE I a F.F. 117.5 15.0' PROPOSED GAS SERVICE LINE 48' DIA. DRY WELL FILLED WITH 1.5' -3' WASHED DRAIN ROC - 117 0' UTILITY EASEMENT TYPE 1 CATCH BASIN (TYP) (SEE CB DATA) INSTALL 1" POLY WATER UNE (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 i2' DIP EXISTING TYPE 1 CATCH BASIN GRATE: 114.80 I E.. (12 "EXIST): 112.70 IE '(6" PROPOSED): 113.20 INSTALL MAIL BOX STRUCTURE FOR 3 BOXES PER TUKWILA STANDARD DRAWING NO. RS -6 1/4' MESH SCREEN PIPE INLET TYPE 1 CATCH BASIN WITH VANED GRATE INSTALL 24' - #4 REBAR AT CENTER OF DRYVELL FOR FUTURE LOCATION 12'MIN, 12'MIN, 1 DRY WELL DETAIL SCALE: 1"= 2' 6' PVC SLOPE= 1.00% 6. ALL PVC PIPE SHALL CONFORM TO ASTM D 3034 SDR35. OVERFLOW PIPE TO 48TH AVE S. C.B. 6" MAX. 4' -4' LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC LINER ON SIDES AND TOP OF DRY WELL OVE SEASONAL WATER TABLE TIVE LAYER 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 SOFT. 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 -9.0' GREY /BLACK SAND NO WATER TABLE ENCOUNTERED ON (/8/2001. SCS SOIL CLASSIFICATION: URBAN LAND CITY OF TUKWILA LEGAL DESCRIPTION: TcENTER LOTS 28, 29 AND 30, BLOCK 1, ALLENTOWN ADDITION TO THE CITY OF SEAII " ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE ...COUNTY KING, STATE OF WASHINGTON. NOTE: 1. SA ► &RY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE Air ' , � I LA INFRASTRUCTURE STD. DWG. SS -2. REVISION NO, z N 0 O N 0 0 Z LLL vi L,J 0 0 0 X CC Cc I I I I I I I I I I I I I I I 00 O CO 0 0) L'7 CO i O 0 O E O PROJECT NUMBER 00 -007 SHEET 3 OF 3