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HomeMy WebLinkAboutPermit D01-092 - F LEE STENSON CONSTRUCTION - NEW HOUSEF. Lee Stenson 14116 57th Av S D01 -092 WATER SUPPLY ASSET Bill of Sale City Water Meter Permit No.: DO I •— 0 C KNOW ALL PERSONS BY THESE PRESENTS, that F r1 S can �,�',n ks , an individual /general orporation artnership and existing by virtue of the laws of the State of as ington, located at / /i /2 4 7 City of Tukwila in King County, for and in consideration of the sum of TEN DOLLARS ($10.00) lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged does by these presents grant, bargain, sell property, located at 571k i i S, City of Tukwila, County of King, State of Washington, to wit: Legal Description of Real Property: PA __at( t t - 33 50 — - 10 L-o\ • 3 c 14-tI(w4a -)Qs 1- V-s List of Materials /Asset Description water meter box(s) located at the above address, lineal feet of 31 inch meter service line(s) with appurtenances, made ,f �JDDl material type with an installation cost of $ 7oo , constitutes the list of materials for this turnover. The seller herein covenants, agrees, and warrants that he /she is the owner of said property and that the same is free from all liens and encumbrances, and that it will defend the sale of said property, goods and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereof. P:PW Dev Engr /Forms /Water Supply Asset Sale EXECUTED at the City of Tukwila, Washington, on this /1 day of Auyusf , 2003 BY: A et:' , C7Fiv,S Oho STATE OF WASHINGTON County of King On this day personally appeared before me IC Lee Stenson to be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that j e. signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this /2m day of Avast , 20 03 . .&.e a. PUBLIC Signature ) ss P:PW Dev Engr /Forms /Water Supply Asset Sale Alice A. Dea.c Print Name TITLE: TITLE: "/Le ' NOTARY PUBLIC in and for the State of Washington, residing at Renton My commission expires 6-14-017/ F. LEE STENSON CONSTRUCTION, INC. City Of Tukwila HOUSES UNDER CONSTRUCTION:JOB 104 Bank of America Checking Revision permit# D01 -092 07/16/2002 013796 628.32 628.32 Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter Bt., Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 3365900770 Permit Number: D01-092 w g Address: 14116 57 AV S TUKW Issue Date: 12/21/2001 j V Suite No: Permit Expires On: 06/19/2002 U 0 co Tenant: 1 Name: F. LEE STENSON CONSTRUCTION INC co LL Address: 144 SW 153RD, SUITE C, BURIEN, WA W 0 Owner: Pi Name: BAUTISTA, WILLIAM TAN Phone: (206)721 -0207 u " Address: 1801 S MCCLELLAN ST, PO BOX 95591 N O Contact Person: Z Name: LEE STENSON Phone: 206 -431 -5159 V2 Address: 144 SW 153RD SUITE C, BURIEN WA W D CI Contractor: 0 N Name: F LEE STENSON INC. Phone: 206 431 -5159 0 t Address: 144 S.W. 153RD, SUITE C, BURIEN, WA Iii W Contractor License No: FLEESI *122CA Expiration Date: 01/25/2002 0 -Liz O DESCRIPTION OF WORK: . Z CONSTRUCTION OF A NEW 2,854 SQ FT SINGLE FAMILY RESIDENCE, 400 SQ FT ATTACHED GARAGE AND 352 SQ U N FTUNCOVERED DECK AREA. PW includes sewer, water supply, storm drainage, land altering, erosion p prevention and sediment control. Z $189,117.50 Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 120 c.y. Fill 189 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page Fees Collected: $2,907.79 Uniform Building Code Edition: 1997 Occupancy per UBC: 0007 D01 -092 Printed: 12 -21 -2001 Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: / I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. A ST, :A/ fa& 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. D01 -092 Date:12� N p W .Q W no § 511 tu 11 f� O W Z V= z Printed: 12 -21 -2001 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3365900770 Permit Number: D01-092 Address: 14116 57 AV S TUKW Status: ISSUED Suite No: Applied Date: 03/29/2001 Tenant: F. LEE STENSON CONSTRUCTION INC Issue Date: 12/21/2001 1: A copy of the recorded easement and joint maintence agreement for the sanitary sewer shall be provided to the City Utilities Inspector prior to the Final Inspection. 2: Contractor shall notify Public Works Utility Inspector at 206 -433 -0179 of commencement and completion of work at least 24 hours in advance. 3: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 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: All mechanical work shall be under separate permit issued by the City of Tukwila. 10: 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. 11: ** *PUBLIC WORKS DEPARTMENT CONDITIONS*** 12: 13: 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. 14: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of five feet. 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: Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 17: Any septic tanks in the area shall be pumped empty and removed or filled with sand. A copy of documentation from the business that performed the pumping shall be provided to the City Utilities Inspector. 18: CLEAN AND REMOVE DEBRIS FROM CITY CATCH BASIN IN AND AROUND HAULING ROUTES. 19: 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 •�.- -- :tea, <, - PERMIT CONDITIONS D01 -092 Printed: 12 -21 -2001 Signature: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. 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. Print Name: h EC. SrEAAS 04/ doc: Conditions D01 -092 Date: Printed: 12 -21 -2001 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3365900770 Address: 14116 57 AV S TUKW Suite No: WATER METER INFORMATION Permit Number: D01 -092 Issue Date: 12/21/2001 Permit Expires On: 11/27/2002 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,854 SQ FT SINGLE FAMILY RESIDENCE, 400 SQ FT ATTACHED GARAGE AND 352 SQ FTUNCOVERED DECK AREA. PW includes sewer, water supply, storm drainage, land altering, erosion prevention and sediment control. Y/N Meter #1 Meter #2 Meter #3 Water Meter Size: 75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5214R Connection Fee: Y $60.00 $0.00 $0.00 Install Deposit: Y $150.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Special Assessment: $0.00 $0.00 $0.00 Other Fee: $0.00 $0.00 $0.00 Total Fee: $260.00 $0.00 $0.00 Total Water Fees: $260.00 doc: Miscperm D01 -092 Printed: 06 -07 -2002 Project Name/Tenant: F. LEE STENSON CONSTRUCTION. INC. 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: 141xx 57th Ave. So., Tukwila, WA 98168 City State /Zip: Tax Parcel Number: 3365900775 Property Owner: F. LEE STENSON CONSTRUCTION, INC. 400 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 352 sq. ft. Uncovered Deck Phone: 206 - 411 - 5154 Street Address: 144 SW 153rd Suite C. Burien WA 98166 City State/Zip: Fax #: 206 - 431 -1224 Contractor: F. LEE STENSON CONSTRUCTION, INC. ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Phone: 206 - 431 -5159 Street Address: 144 SW 153rd Suite C, Burien, WA 98166 City State/Zip: Fax #: 206- 431 -1224 Architect: MANNY RAMOS Phone: 25- 864 -5917 Street Address: 17605 N E 133rd St.. Redmond, WA 98052 City State/Zip: Fax #: Engineer: MITCHELL ENGINEERING Phone: 25- 747 -1510 Street Address: 7821 168th Ave. N F,. Redmond WA 98052 City State/Zip: Fax #: Contact Person: F. LEE STENSON Phone: 206 -431 -5159 Street Address: 144 SW 153rd Suite C. Burien_ Ws ' .. City State /Zip: Fax #: 1.- - Description of work to be done: Construction of new sin:le famil home 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: la Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) tvp sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq, ft. Uncovered Deck Proposed New Square Footage: 2854 sq. ft. Dwelling sq. ft. Covered Deck(s) 400 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 352 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 27 % 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Job 104 - Lot 3 81 8 Hillman Garden Tracts CITY OF TUF'WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 I R STAFF USE ONLY Project Number Permit Number: 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 fa Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut 6 S cubic yds. 0 Fill Azdri cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: r7 E Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public in Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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: 3°21 01 Date application expires: X 7_0 Application taken by: (initials) 4r71 PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: yiJ - Date: 3/28/0, ~, Print na P Lee Stenson . `'. Phone: t -5149 - 1 9 ate t "�# := �0 - /s3 - 123r� Address: 144 SW 153rd SuirP C /Z ip: City/State/Zip: Burien, WA 98166 ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: > DRAWINGS PREPARED BY REGISTERED ARCHITECT OR PRC "SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALI IiRAVVINGS . bHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBMITTED ❑ © Copy of recorded Legal Description from King County ® ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. Per Mr. Mike Cusick on 3/2/01 ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district.Per Mr. Mike Cusick on 3/2/01 ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ El Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ 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 8 " * 8 -it * * .4 At -4 * * 4 4 ' ' k - k t A •k . .k 4 1 4 .• t t tkttkt• k .1 A A .4 C... 11V Or 101 I A A A 8 t •' • ; 2 j, P cf t e 7; ti (.) 11 14 1. C ti 4 .7 '1 ".„ 0 I - 9 r • r) i) t) f 01: 11 7 .33I 41t .) 1 i`.1 ti t) r EIS rii r, I : .4 .7' - T h i s, v ri t !.') 4 1 t L L C' i : . * iv A * * 78 .4 * * V t k* A 0. r * ".‘ * * A A 1: * k: A I)1 i• t.) i ) tt )1 1: 0 ( 4 . 7.3 0 i'L fl C. C - — •- - „ .„. +,•••■•;,..- • City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Patcel No.: 3365900770 Permit Number: DO1 -092 Address: 14116 57 AV S TUKW Status: APPROVED Suite No: Applied Date: 03/29/2001 Applicant: F. LEE STENSON CONSTRUCTION INC Issue Date: Receipt No.: R01000157.4 Payment Amount: 1,934.25 Initials: SKS Payment Date: 12/21/2001 10:25 AM User ID: 1165 Balance: $0.00 Payee: F. LEE STENSON CONSTRUCTION TRANSACTION LIST: doc: Receipt Amount Type Method Description Payment Check 013225 1,934.25 RD Pmts Re -Dist .00 ACCOUNT ITEM LIST: Current Pmts BUILDING - RES INSP FEE - SME /SSS INSP FEE - STORM DRAIN LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - NONRES PLAN CHECK - RES PLAN CHECK - UTILITY PLAN CHECK - WATER METER STATE BUILDING SURCHARGE WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Description Account Code 000/322.100 402/342.400 412/342.400 000/322.100 000/345.830 000/345.830 000/345.830 000/345.830 000/345.830 000/386.904 401/388.102 401/342.400 401/386.520 401/343.405 1,497.75 20.00 15.00 89.50 37.50 - 973.54 973.54 10.00 10.00 4.50 60.00 15.00 150.00 25.00 Total: 1,934.25 ` 12/21 9/16 TOT AL "M 12 -21 -2001 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: LAW 1630 TRANSACTION LIST: Type Payment Check 013796 ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3365900770 1411657 AV S TUKW F. LEE STENSON CONSTRUCTION INC R02000101 7 Current Pmts F LEE STENSON CONSTRUCTION INC BUILDING - RES PLAN CHECK - RES Amount Description RECEIPT Method Description 000/322.100 000 /345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 628.32 Payment Date: 07/23/2002 08:41 AM Balance: $0.00 628.32 Account Code 380.80 247.52 Total: 628.32 U01 -092 ISSUED 03/29/2001 12/21/2001 Printed: 07 -23 -2002 Project: Type .,/ of Inspection: Address: /qj/ .. - 7 4 S Date Called: . y -if (2 Special Instructions: /J /� ('// r /���� --�'� Date Wanted: _ a._m. " � (' -l}. 1 Pm. �' Requester: 1 3 2 /.ci)/r/ Phone No: / ` -) ;: —, INSPECTION RECORD 2-2— Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ej Approved per applicable codes. COMMENTS: (206)431 -3670 Corrections required prior to approval. Insp r: Receipt No.: Date: - 2V - a„_ $47.00 REINSPECTION FEE EQUIRED. Prior to insdection, fee must be / Paid at b300 Southcenter Blvd., Suite 100. Call to s hedule reinspection. Date: �€ z� e. a.'x. JYt;. `j ,� . ys - r -^r ... • U' . _ . _ : _... s ....... COMMENTS: Type of Inspection: t o i r L.( I AA es-72.17 au,.. s . , Date called: .,// 1 yto ,.., Special instructions: — 4(Y 2 / p a.m. Requester: -e_ ,/:.. i -e■tx- "Lcf\- _F.... .../ ti 2, 3 — x ti L..5 I ' r if 57 2— I f // T / / f5/:J7_ It I / 11 "' t / 0., • • arim / ( o 64,6,1-- ()Adel InIsol-110 3 Project: 5 -r''''L- Type of Inspection: t o i r L.( I AA es-72.17 au,.. s . , Date called: .,// 1 yto ,.., Special instructions: — Date wanted: / p a.m. Requester: -e_ ,/:.. i -e■tx- "Lcf\- _F.... .../ ti 2, 3 — x ti L..5 L ook 55 5/) tkety) Pk) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. j Corrections required prior to approval. A/4;4 2 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Inspector: INSPECTION RECORD Retain a copy with permit Date: — PERMIT NO. (206)431-3670 Receipt No: Date: COMMENTS: Type of Inspection: Iwa r . c' eYtce Address: , , r 1/6 f 5 7 +h Ave ' �p C.� j� + Date called: 4 6 -- '-- 0 Z Special instructions: Date wanted: ,40. a.m. =S 2 5t- , ..t } . t Y'..�. d` 1 , .! ° �.;`�'���_ p , le: — e f() 4,+tr'it- f i 1/ ... _4(it. -...,..... Project: C I � .J �. v1 ©1`1 Type of Inspection: Iwa r . c' eYtce Address: , , r 1/6 f 5 7 +h Ave ' �p C.� j� + Date called: 4 6 -- '-- 0 Z Special instructions: Date wanted: ,40. a.m. Requester: Let st f5 n Phone: 2.06,- 1/33_ gq 2.S' / tf47( INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ti Inspector: Date: Doi o PERMIT NO. (206)431.3670 Corrections required prior to approval. '/C Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: 3 COMMENTS: Type of Inspection: � y Address: 19 11 c �. Date called: j 3 _�r o _, . / I- 2.-2/(J7,- eci4A,A (" ` AK /`yi, , a H'1 f (.tit c t!4 (7 1 91 1 V1/6 - 0 e r Phone: ( I)C4 / Project: - ) I k )4A5,' v\.. Type of Inspection: � y Address: 19 11 c �. Date called: j 3 _�r o _, Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION NO. U Approved per applicable codes. INSPECTION REt,__ AD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: I Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. )COMMENTS: 2 / z „ ., -4 A (f, ,. C1& s/21i - 4, y � Jos f' , }� ti � . Lam. �€., k'' < t �' f 1 7,1 is, ; t, / 2 � � -+- r." t" / /iJ 4I/ j ( l TT "VC I t' 1p15t i {,,,i %t T& 1 A A / ff tlt_ Lu V tr f--:> re_ r- ut 0 .4 ) 4 U S ;= �C.1�1 ,n...(!A (, � � / / r "; f '2 .i-;,\,\ ,� "t ?t/ 4 tt tile i L)F '1,\J t e--/} L&.4 ( (4/ IA. C ,2 i lr s //j r) // ' i . ' / to, . s` ,.2 '' fic Special instructions: 1 '1 % s f "C/t,E. c _ r 7 ! wv v `r" C C i t-ti-t . C, ,Lit-ow (,1 •.. ./Q/7 r" d " GAY,t t.t.. , \A.-e 4f 1 i Project: Type of Inspection: Address: ,- / M& 7r 4.' - :ti Date called: Date wanted: ;j; r /,):, a.m. p.m. Special instructions: Requester: N . {,cfr /. '; CV %( Phone: r 5) 1•• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspector: Ti -- INSPECTION RECORD Retain a copy with permit 5 IL : / PERMIT NO. (206)431 -3670 4> Jt �j�.- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: ' Date: COMMENTS: Type of Inspection: wa-fer s a Address: l 571h Ave s Date called: 5 ,... 21 0 2. Special instructions: Date wanted: 6.... 2i _ 02 a.m. v —.) Requester: Lee Cienson Phone: 20G-423—Sql5 5 l'' i J C. -■ < ' ' f "- ‘ ,4 <•' , ...t.." tut k.-1 t-4.---- ri ( t J.J 1 rt ,- .-- -:: 1 0 r fr , ■ ''. ) 'ffle Project: F. Lee stens° Type of Inspection: wa-fer s a Address: l 571h Ave s Date called: 5 ,... 21 0 2. Special instructions: Date wanted: 6.... 2i _ 02 a.m. v —.) Requester: Lee Cienson Phone: 20G-423—Sql5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspector: INSPECTION RECORD Retain a copy with permit 6-31d PERMIT NO. T (206)431-3670 Date: „. 4 "; / Zit Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: COMMENTS: Type of Inspection: We r Se Address: 1 q 11 b 57117 Ave Date called: ' _ O Special instructions: Date wanted: ` r a M a.m. 2. p.m. /` "? SG C/-. .rte• , ....+f': / „ i ' t �.r* t: f .....,/ II ., 1 , l _. (. al....;) (A . ' t./ • ' /G . .) u'' , /c.z . ( ,040 I , i ,, ..1 - 1 / / `; - ,r' - i / . _, , ; ......, . / I ^" I A) e ._-'ji-e I . . f \ r 1;0— L: 1 -. / t. i'l .. . e ) ,}. i c,.. , : , 24,.„ � ... 1 /4 . .t . i.^•1:.6'" /`' . 'v,. l / 1 -' p // r / i C j J ,, 1 t / . I Project: r Lee Ste n� Type of Inspection: We r Se Address: 1 q 11 b 57117 Ave Date called: ' _ O Special instructions: Date wanted: ` r a M a.m. 2. p.m. Requester: „v,' Lee ',5 Lt'y)oy'C 641,11 Phone: lot, _ 2 -- 691 ! 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 EJ Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: Receipt No: INSPECTION RECORD Retain a copy with permit Date: Date: l �l FD { - PEWIT NO. (206)431 -3670 D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: dot.t.irtS,pout dra y Date called: _ _ 2 LI - 0 I Address: II I ) 14) .5 Ave s Special instructions: PieaSe. CO311 Lee on hi.s Ceti toecurelland +0 meet -for. *tbispec tton. Date wanted: 2- a.m. - -0 2 Requester: i-ee C7111e: .. ,' .4,4 '0-'' 1\1f ' L -if UT ( - ' - , I /13 , ...,., '' " '' (ts C I 1 7 ■ e ' , •,, rg-k lik 44f/ ., • 's . A if...0 i ( .7. Project: Lee •}Ier150Y) Type of Inspection: dot.t.irtS,pout dra y Date called: _ _ 2 LI - 0 I Address: II I ) 14) .5 Ave s Special instructions: PieaSe. CO311 Lee on hi.s Ceti toecurelland +0 meet -for. *tbispec tton. Date wanted: 2- a.m. - -0 2 Requester: i-ee C7111e: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. E] Corrections required prior to approval. [Inspector: Date: A) 1 j I 7 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: " • : COMMENTS: , �� ()I r NitA Y' ....y. r / r ( e Q.. d 1 ^P it 110 1 I ) 1 0 1, - 1 1.2" ) } , i' e:( ir 1 " . C . t' I irri . J � , 1 L nri � 1 �'� ?{1 l�Q,l� [ �'"l�ril rr� \ ) 1 fri PC t � G ;A► (4 % 9 1ri 1 rnuct ` 1` PCiIil f P ne: COP .0 3 1V ;7S r C e''''& i � v\ , i Ci ( CI te .) .& N \ f) y Ci iii-i (CI Vii I I 1 1 rr - 1...,t,10 l -i C.? - 1 I Oil S ject:. j1/, / Ty e f Inspection: . l n: Ads: / //6 ,5 7 • 7 % , / .) Date cal j- y _ .,D_. ;,p ec ;al instructions: t {d_'�, n at r Date anted: Requester: ``T2 ,t P ne: COP .0 3 1V ;7S INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector. . A 04 '1/4 Date: 8 _ LI $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: V\ 30 t'\ Type of Inspections -4, t ..n t i l t v .. .1..I' 5 4 c.4 - i u r- Ad ress• i J 11 D 5 — 1 Ai Date called:' - 6' -- 15 - OA Special instructions: Date wanted: ' a.m. ("p.m Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. [Inspector: ' Apc. Date: _1/4ss $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: { Project: ` _ . `r< _ l _S�C� -1 Typ of In pection: \)!71 t? t / M('\ 1 Ad s (+k/ r Date raNe Special instructions: tt0Y1 c ,t V S t' 1 t (' r r'6 1 I 7 C +1 • i h 1 ji ter Date want u+: t,> (/) Ca.m. p.m. Reques : Phone: r _ �._. th INSPECTION NO. INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: Inspector; PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: p _ 0 2 Receipt No: Date: a Project: Lee_ S- c -r\S ( T y of Inspection: c rY , r ritils6 7 S Dat ecd: / 3 / )() a Special instructions: R j� eVt S►on p � 3 C c4_1/ (9a r 1014- r1- S Date a ed: 1 f 04 m� p.m. Re ueser: q•-s'r Phone: — 7 6 `t as INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 N Approved per applicable codes. COMMENTS: CIAZo_iic;L4 sp ctor: CA"....) c. PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: $47.00 REINSPECTIO FEE REQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blv, ., Suite 100. Call t o schedule reinspection. Receipt No: Date: P j e t: T t' of Inspec ion: /� Ad r • s 1��� (t 14; � - , , Dec I d 1 , -� �' ! 7,/ 1 • Special instructions: D tew.nted: �, S:m �I ■ �� p.m. ; Req estef: -- Phop / Cl.., — Lk ? 4 1/.25— INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspecto Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: i t $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: Z ix 0 0 co o w w W 0 d z ZO W • p 8 P- o t W W u O 2 O 2 Project. Type of Inspe tion: 3 AddrLss: / Date called: Sp cia instructions: .. Date want t. -' J ' a. .m. Requester: Phone: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 `I Approved per applicable codes. COMMENTS: Corrections required prior to approval. Nok: (2 47,\-7 1 5 1&1 /3+e lnsp ctor� r Date: C n $47.00 REINSPECT ON FEE ' EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z I QQ JO tD 0 N co uu co U. w 0 2 u. `o a Z � ZO W W U� • w CI w w L. t� U O Z Project: Type of Ins`spection:_ tt Address: Jr ' ` 1 1 1 1 1 - 1 1 1 t 3. /4v• S Date called: y 5TJ'-1 6 1- Special instructions: Date wanted: a.m. S''c;I G ` (.«x -- 0579 Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 IT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: s 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: I Date: Pr j'j ''�%�" T� e of Inspectio , X; %3i c "F_T // mint 7-tQ A • ress: 4rI/ 57-x► . S Date cal led e- -- D iz4lot j mil instructions: � /2_, P� c am{; his/ ' t Date wanted: C� �� J�� a.m. p.m) Request r ,) r (/ //. 'ItS(-)-• J Phone ''i7 O - zip - {v'.� ,' c; INSPECTION NO. pproved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: Date: J8 ) El $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: c t Sow Type of Inspection: r - � t�ra� t ci Address: Date called: Special instructions: Date wanted: a. Requester: i` —'.4. Phone: i INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: SO LA s Inspector. • P t .PC'\ t GY\ 12 r' (206)431 -3670 \Pr'•r Lick (t 0 L1 wok 4 Date: 5 G_ Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Ty a of In pectin / l / c (1 _ Addres : .-- Ill ikr S / f7V > Date called: 5 //,) 2/O Date warned: '' dJ: .J . 'w2, l a.m. . ) Special instructions: .. / J / 1 / r U ,. / • r, ( C i r., r' - 1., - +� Phone: S r1 � (^v.` l A C W - - V vt i <' 1. 4 r) 11 rrc'a Lk) ctIIc f2OC'v' C..c-.vSl too t }fi L I _ ) : 2) 24-\(§ 1 i 1 -)f. _)", f Ai (A ‘ 1 y. ko (..( r Y" ("..4 ' t F' C . " U 2 3 } . 1. , 7. ,t tic )rY t ► h Project: a 1 ! f '�.. _�f S 0 Ty a of In pectin / l / c (1 _ Addres : .-- Ill ikr S / f7V > Date called: 5 //,) 2/O Date warned: '' dJ: .J . 'w2, l a.m. . ) Special instructions: .. / J / 1 / r U ,. / Requester: Phone: r:- INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PE IT NO. (206)431 -3670 Approved per applicable codes. 2 required prior to approval. jJ $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: W 00 00 w J w O LL N ry tj IL tJ. w Z v 0 z Project: ,.. Type of Ins a tion: r i Address: " Date cal ed: Special instructions: Date wanted --- G 7 a. 'n ( P : l Requester: " Phone: INSPECTION NO. Approved per applicable codes. COMMENTS: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -367 Corrections required prior to approval. Date: c z./ $47.00 REINSPECTIO ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r COMME : -- � A :1-N x,17 4 r ... . J• /l s f Add s• � �'"' r fir/ /p c 7 />> iNe .`...> * ., ,, 1? wanted: a.m. -�� "7/ Z- r p.m.� Requester: 1 f� i A% -I�,.V Phone: �i�� // ....c ,/�t 41 t" / / C f? f ,,!t ) 111, if / ...I - ,_ci -- ---ry-, ij (17/4 ff.4 c . # g G - r' ' . .,.! / r /.,/ ' ! .� , ' _ I P a Ty a of IRs action: • ifi U1/2,(41 Add s• � �'"' r fir/ /p c 7 />> iNe .`...> Oate called: / ,�/ /0 _ Special instructions: . eS l r 6 ^ C t � /y 1 0 (.1 T 4 /�!✓�•{ "° , , 1? wanted: a.m. -�� "7/ Z- r p.m.� Requester: 1 f� i A% -I�,.V Phone: �i�� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Btvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. n $47 J0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431 -3670 ofi Receipt No: Date: COMMENTS: 1 S rii- trC �!� r c \ [nA r � �f � I f) ( ,-)," Date wanted: { 5m. ' 5 • 10-O p.m. shpf-k - 1'21 � ') L c -, ,,. ,, . 1 C •) top vv„ t ! n t cri -Au \ r''t' , 1.1A r � l) __11.0.1_111,_ 2rl Y\r 1' y I-0u to it br.4 P: , 11 e -c i � .. i r '1 irk 4 3 ' c 4 Y A s t)r Cl ' e v ;,._11 . 3 C.. i p__ . A 1 } T 5 Yip 1.65 i Y1 ) t/1 \ 1Lt �� _ 31( '..2c 5 A - 1 . .I 0 A 1 ,.., , 1 s .. c-> Project: t - L C SieY \cf)r Type of Inspection: — , } jYI I j1 Address: l'-o \■n 5 Aki ( Date called: ., 9' 0 ?., Special instructions: Date wanted: { 5m. ' 5 • 10-O p.m. Requester: J e - Ce I Pho .�. uJ' 7 Y 4 P L) 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. } INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. 7 I Date: 10.651 Inspector: " 7 i s' a i t 'it $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection• V (G Wt Address: Date called: f t t•t , 1 . Or\l 5 Date wanted: �;v � } IN 41 64 VI ‘ '. J ") c lt . s ( 1 104 CI. , },r>c '.t,,' c 1' �' { r 0 L 1 S 4A 'f 1AJCA ,, I r' t / \r,t 4t = 'y? r O V ! c! E' s \Cc i vy :avr.I 1 a) •)))-0S 44 n (1 4 / i C44. • 'C1'0v 1 iCrk a.) g L I NrIO 2 " 1 wto 5 1 -9n_y- J LI 0,11 Project: r . ... e Type of Inspection• V (G Wt Address: Date called: Special ' instruct on Date wanted: a.m. p.m. Requester: Phone: ifigtter` . o �I INSPECTION NO. 'oc,P Z INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. orrections required prior to approval. l � Date: 5_ 10 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: *Q / z I C w D O 0 O 0 „,(0 ! tl w 0 g N • 0 w Z � Ili w D O 0v O 1— w W W Z 0 0 1— z COMMENTS: ci o r� 1-, ” Type of Inspection:' i 1 1 - 0 t't't i v.," Address: 1 I 1 lP 1 C, - 7 .f', \i t, S (7 ('' -'i i r r !:�'1, l i { 1It t. t, Jo I M ; Special instructions: 1 r Lii‘,/ ./ h y " "1" ter•, i i 7 ' i � L c , o \' 1--s t t t 1- (3) 1 i1 ► ,� � > ,( 3 . - t 1 c..tr VII 0V. -A tt ift\ ( l t VA N. iry'lf:ll C 10 .� . jr , ) rt ., (i -P4 rl; 1 , el\ 1 z. ri 'tiiy'r1 s,i ,- (4 r r \ I- l• S, i, )v [-� e \ ±Jj ( c ,c 1 J l I 1 i I ll 1) Hv1 — ,^ 1 VPCl ( r ' 601 It e--'/: 0 it ! r ,T' \n Vet{ 1 1 i „,f. c 0 C If Jr 1 t ,' , I f � ._ .- .t Projec • 1 • L ci o r� 1-, ” Type of Inspection:' i 1 1 - 0 t't't i v.," Address: 1 I 1 lP 1 C, - 7 .f', \i t, S Date called: i c} Special instructions: Date wanted: 1- (3) a.m. P.m. Requester: 1 Phone: )06- 4 --�- _ 7) c,1- p `> INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: ` Q ,C) '40,4 Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: L&.... .. 7 -ka..5c/7 Type of Inspection: - (f. I Intl (c( t AS r Dale 7 c t&/ r i 4 PH l/' 7 A V S Special instructions: D ! 7 - i e ant r a.m. i R uester. Phone: I -- LI — 8 t INSPECTION RECORD Retain a copy with permit INSPEC TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 CZ Approved per applicable codes. COMMENTS: spector: Date: 5 1 .11¢ FEE ' QUIRED. Prior to inspection, fee must be paid 'at - Zho Southcenter Blvd., Sui 100. Call to sche s ule reinspection. Receipt No: Corrections required prior to approval. Date: CZ I U O CO �w O w w 0 to 3 w uj • p O a � w z U N O � 2 P {eject ,`- T of Inspection , Atireisy =' _ ate c lled: s - 4 1 1 6 2 Special instructions: Date -"" 2:2 . . Requester: _.I Phone: G r5 _ ti� 2 1 ,L'- l INSPE ION NO. CITY OF TUKWILAlBUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila`, WA 98188 'Approved per applicable codes. COMMENTS: Inspector? Receipt No: 0 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Date: Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. 7g" Z 2 - � ` I P (ojeyt '-'- I Le-0 _. tr tom' ! `.a ('- i ' Type of Inspection: }} //�� r � 4 - 7 t C(t '1 I � llr...e , f �( -I'( I Adc ress. ( Date called: Special instructions: Date wanted: 7-. 2/6--.7 .m. Requester: i Phone;,. 06 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, VIA 9$188 • Approved per applicable codes. Corrections required prior to approval. PERMIT NO. (206)431 -3670 47.00 REINSPECTION E REQUIRED. P for to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: F �`'t' S nSCEr'1 Type of Insp _ `: , l e C ! - h> (. 1 Address: /L/ 5* 7 4 v- . ' ', D at � c alled• 7— (} Special instructions: Date wante - . .m p.m. Requ ter: �r �..— Phq e: / f CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspe Receipt No: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: ,J , Date: (206)431 -3670 r. i $47.00 REINSP.ECTION FEE REgUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: • '±7,"7. i'1 C r AV / 2 S Date called: . Ad dles e 5 7 177 6 t f Special instructions: Date wanted: -7Y— `-J 0 a.m../ (p•m. (/ r�,.72 Jy y `..,` t.. / 4 — ) / ,... ..... l / Z)4( CIr f, L / Li � -r4 r P of t _j `I e t {- , /I Type of Inspection: • '±7,"7. i'1 C r AV / 2 S Date called: . Ad dles e 5 7 177 6 t f Special instructions: Date wanted: -7Y— `-J 0 a.m../ (p•m. Requester: Phone. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: Inspector:,, 2 L > ( Date: Date: PERMIT NO. (206)431 -3670 proved per applicable codes. 'Corrections required prior to approval. n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: Lee 5iI ri5oY1 Type of Inspection: Tou ticlaflah w JJ Address: i si i b 5746 Ave s Date called: _ Z LI - 02. Special instructions: Date wanted: a.m. 1- 25 -0 Requester: r, Phone: 20 b-1 — g 134 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ti Inspector: INSPECTION RECORD Retain a copy with permit Doi - OJ 2. PERMIT NO. (206)431 -3670 , y o ? Corrections required prior to approval. ,ie $TAO REINSPECTION FEE REQUIRED. Pri r to inspection, fee must be paid ,,rat 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. r eceipt No: Date: COMMENTS: Si c v1SOy3 Type of Inspection: r oov,rkc, i a 1,r• _ { t ne dress: 5 . � ` 11 i v. � � Date called �' � Z 5 D _ Date wanted: m Special instructions: Requester: `-- DiQ c Phone: 2o (L,- - 79q-,PI ' \ (2. _ '4 t') - 7 I d F' { !f"' 1 vs, 1-C° f1' 1or)2k 1 r C ` 1 ) lv' { Project: I' � ...- Si c v1SOy3 Type of Inspection: r oov,rkc, i a 1,r• _ { t ne dress: 5 . � ` 11 i v. � � Date called �' � Z 5 D _ Date wanted: m Special instructions: Requester: `-- DiQ c Phone: 2o (L,- - 79q-,PI ' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. c (206)431 -3670 Approved per applicable codes. J Corrections required prior to approval. Inspector: " Date: k t` f n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Ins . ection: :4 ).J)„A R 0 74 7fi a ate galled: Special instructions: p Date wante : a.m. f 4 C >e p -t fje ,, s 2 fr) j✓l ( 1 Se, (.VO4 - e(( r' te r) C t^L, F " 11 1 " 7 ,;,,- (1� - -- rr(IVYl c-.6; ---4 , Z - 7,7 ,00 Lv e 1 v ' Cov,r r ri_n C1` L. Y , c,- _St p ect: r... e. k Type of Ins . ection: :4 ).J)„A R 0 74 7fi a ate galled: Special instructions: p Date wante : a.m. `-' ` r Re • Ai 0 —77/ K/31/ INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Q✓t Date: (206)431 -3670 Approved per applicable codes. ,Corrections required prior to approval. $47.00 REINSPECTION HE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. {ceiPt No: Date: Geotechnical Engineering Solid and Hazardous Waste • Water Resources Ecological /Biological Sciences Geologic Assessments Associated Earth Sciences, In FILE COQ Y Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report 141XX 57"" AVENUE SOUTH Tukwila, Washington Prepared for F. Lee Stenson Construction Project No. KE01554A August 23, 2001 RECEIVED CITY OF TUKWILA SEP 1 3 2001 PERMIT CENTER Do(O2. SUBSURFACE EXPLORATION, GEOLOGIC HAZARD, AND PRELIMINARY GEOTECHNICAL ENGINEERING REPORT 141XX 57th Avenue S Tukwila, Washington Prepared for: F. Lee Stenson Construction 144 SW 153r Burien, Washington 98166 Prepared by: Associated Earth Sciences, Inc. 911 5 Avenue, Suite 100 Kirkland, Washington 98033 425- 827 -7701 Fax: 425- 827 -5424 August 23, 2001 Project No. KE01554A c :!C'T.r e.wY�•..4. ����'. 141XX 57th Avenue S Tukwila, Washington 1.0 INTRODUCTION This report presents the results of our subsurface exploration, geologic hazard, and preliminary geotechnical engineering study for the proposed development at 141XX 57 Avenue S, north of the existing residence at 14112 57 Avenue S, Tukwila, Washington. Preliminary design plans were available at the time this report was prepared, and include the development of a single - family residence on two lots. Our recommendations are based on preliminary, assumed conventional residential loading. Once a final development plan is available, the conclusions and recommendations contained in this report should be reviewed and modified, or verified, as necessary to reflect the project elements. 1.1 Purpose and Scope I. PROJECT AND SITE CONDITIONS Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Project and Site Conditions The purpose of this study was to provide characterization of subsurface soil and shallow ground water to be utilized in the design and development of the subject project. Our study included a review of available geologic literature, excavation of exploration pits, and performing geologic studies to assess the type, thickness, distribution, and physical properties of the subsurface sediments and shallow ground water conditions. Geotechnical engineering studies were also conducted to determine the type of suitable foundation, allowable foundation soil bearing pressures, anticipated settlements, floor support recommendations, and drainage considerations. This report summarizes our current fieldwork and offers development recommendations based on our present understanding of the project. 1.2 Authorization Authorization to proceed with this study was granted by Mr. Lee Stenson of F. Lee Stenson Construction. This report has been prepared for the exclusive use of F. Lee Stenson Construction, and their agents for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, expressed or implied, is made. 2.0 PROJECT AND SITE DESCRIPTION This report was completed with an understanding of the project based on our discussions with Mr. Lee Stenson. Present plans call for the development of a single - family residence equipped with standard utilities, an attached garage, and a daylight basement. The home will be located August 23, 2001 MAM/da - KE01554A1 - D:\wp\da\8 -01 - W2K ASSOCIATED EARTH SCIENCES, INC. Page 1 141XX 57th Avenue S Tukwila, Washin: ton on a naturally occurring bench on the property at an elevation below the street level. Access to the home will be provided by a driveway constructed of fill soils contained by a retaining wall along the south side of the driveway. The project site is located in Tukwila at a future address of 141XX 57t Avenue S. The project site is bordered along the west by 57th Avenue S, to the north and east by vacant land, and to the south by the existing residence at 14112 57t Avenue S. The project site slopes down gently towards the northeast from 57t Avenue S with a slope of less than 10 percent to the edge of a short slope. This slope increases down at a slope of about 30 percent to a bench area that provides access to the lower portion of the site. The bench area (where the proposed house will be located) is about 70 feet across. The slopes then increase again down toward the northeast toward the northeast property corner. This slope is about 40 percent and continues down to Interurban Avenue and the valley floor of the Duwamish River. The slope to the east property line is heavily vegetated with blackberries and other low growing vegetation. There are other residences located below the lot on the slope to the southeast. Other on -site vegetation consists of deciduous trees and various shrubs around the existing residence. We understand it was an old orchard for the existing residence, and many of the trees are still present 3.0 SUBSURFACE EXPLORATION August 23, 2001 MA.tUda - KE0155.1A1 - D:\wp\da \8 -01 - W2K Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Protect and Site Conditions Our field study included the excavation of three exploration pits on August 17, 2001 using a small, limited access trackhoe provided by the owner, and a geologic hazard reconnaissance to gain information about the site. The various types of soils, as well as the depths where characteristics of the soils changed, are indicated on the exploration logs presented in the Appendix. The depths indicated on the logs where conditions changed represent variations between soil types. The locations of our field explorations were determined by approximate measurement from the known site features presented on the site and exploration plan Figure 2. The conclusions and recommendations presented in this report are based on the three exploration pits completed for this study. The number, locations, and depths of the explorations were completed within site and budgetary constraints. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions may sometimes be present due to the random nature of deposition. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed at that time, it may be necessary to re- evaluate specific recommendations in this report and make appropriate changes. ASSOCIATED EARTH SCIENCES, INC. Page 2 • 14IXX 57th Avenue S Tukwila, Washington 3.1 Exploration Pits Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Project and Site Conditions The exploration pits were completed using a small, limited access trackhoe, and were continuously observed and logged by a geological engineer from our firm. The exploration logs presented in the Appendix are based on the field logs, track hoe operation, and inspection of the sidewalls of the excavation. 4.0 SUBSURFACE CONDITIONS Subsurface conditions at the project site were inferred from the field explorations accomplished for this study, visual reconnaissance of the site, and review of applicable geologic literature. As shown on the field logs, the exploration pits generally encountered stiff, sandy silts underlain by weathered bedrock. The following section presents more detailed subsurface information organized from the shallowest (youngest) to the deepest (oldest) sediments. 4.1 Stratigraphy Fill Fill soil (material not naturally placed) was encountered to a depth of 2.5 feet in exploration pits EP -2 and EP -3. As noted on the exploration logs, the fill generally consisted of loose, dry to damp, tan, silty fine to medium sand with some debris. Since the quality, thickness, and compaction of the fill materials is low or variable, the fill is unsuitable for direct structural support without improvement, as described later in this report. Topsoil Sediments encountered at the surface consisted of forest duff and black, organic, silty sand topsoil. The topsoil generally extended to a depth of 1 foot below the existing grade. This material is unsuitable for structural support. Weathered Bedrock The encountered soils on the site are stratagraphically above the bedrock in the area and are interpreted to be highly weathered andesite. These soils are moist, sandy silts with fragments of the parent rock material. The weathered bedrock graded into more competent andesite at depth in exploration EP -1. This material can provide suitable foundation support for the anticipated loads of residential construction. August 23, 2001 bIAM /da - KE0I5S4A/ - D:\wp\da\8 -01 - W2K ASSOCIATED EARTH SCIENCES, INC. Page 3 141XX 57th Avenue S Tukwila, Washington 4.2 Review of Geologic Map 4.3 Hydrology Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Project and Site Conditions Part of our study included reviewing a geologic map of the area referenced as Geologic Map of the Des Moines 30' x 60' Quadrangle, Washington by Howard Waldron, dated 1962. The map shows Intrusive bedrock of basalt and andesite. We concur with the mapped sediments. No ground water seepage was encountered in any of the exploration pits at the time of excavation. If shallow ground water were to occur, we would anticipate it to form a perched layer atop the relatively impermeable bedrock. Seepage could also occur at random depths and locations in the unsupervised or non - uniform fills. The presence or abundance of perched ground water will depend on time of year, amount of precipitation, site development, and off - site usage. On the lot to the southeast, there is an apartment complex with a play area. Near the lot line there appears to be a trench drain along the toe of the slope. This likely indicates that groundwater may occur during certain times of the year, and should be considered when performing the excavation. August 23, 2001 ASSOCIATED EARTH SCIENCES, INC. Page 4 MAM /da - KE0I5S4AI - D: \wp\da \8 -01 - W2K 14IXX 57th Avenue S Tukwila, Washington The following discussion of potential geologic hazards is based on the geologic, slope, and ground water conditions as observed and discussed herein. The discussion will be limited to potential seismic, and landsliding or mass wasting hazards. 5.0 SEISMIC HAZARDS AND RECOMMENDED MITIGATION Earthquakes occur in the Puget Lowland with great regularity. The vast majority of these events are small and are usually not felt by people. However, large earthquakes do occur as evidenced by the 1949, 7.2 magnitude event the 1965, 6.5 magnitude event, and the 2001, magnitude 6.8 event. Generally, there are four types of potential geologic hazards associated with large seismic events: 1) surficial ground rupture; 2) seismically induced landslides; 3) liquefaction; and 4) ground motion. The potential for each of these hazards to adversely impact the proposed project is discussed below. 5.1 Surficial Ground Rupture The nearest known fault trace to the project is the Seattle Fault. Recent studies by the U.S. Geological Survey (USGS) (e.g., Johnson et al., 1994, Origin and Evolution of the Seattle Fault and Seattle Basin, Washington, Geology, v. 22, p. 71 -74; and Johnson et al., 1999, Active Tectonics of the Seattle Fault and Central Puget Sound Washington -- Implications for Earthquake Hazards, Geological Society of America Bulletin, July 1999, v. 111, n. 7, p. 1042 -1053) suggest that a northern trace of an east -to- west - trending thrust fault zone (Seattle Fault) may project in the vicinity of Blakely Harbor. The recognition of this fault is relatively new, with the studies still ongoing, and data pertaining to it is limited. According to the USGS studies, the latest movement of this fault was about 1,100 years ago when about 20 feet of surficial displacement took place. This upward displacement (fault trace) can presently be seen in the form of raised, wave -cut beach terraces along Alki Point in West Seattle, and along Restoration Point at the south end of Bainbridge Island. The recurrence interval of movement along this fault system is still unknown, although it is hypothesized to be in excess of several thousand years. Due to the suspected long recurrence interval, the potential for surficial ground rupture is considered to be low during the expected life of the structure. August 23, 2001 ASSOCIATED EARTH SCIENCES, INC. MAM /da - KE01SS4AI - D:\wp\da\8-01- W2K II. GEOLOGIC HAZARDS AND MITIGATION Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Geologic Hazards and Mitigations Page 5 IkSVIIMMILIIMMINIIIIMI 14IXX 57th Avenue S Tukwila, Washington 5.2 Seismically Induced Landslides Because of the existing gentle slope angles and competence of underlying stratigraphy with no apparent ground water seepage, it is our opinion, that there is a minimal potential risk of seismically induced landslides to occur on the property within the proposed development area. 5.3 Liquefaction Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Geologic Hazards and Mitigations The encountered stratigraphy has a low potential for liquefaction due to its dense state, absence of adverse ground water conditions, and the shallow depth to bedrock. 5.4 Ground Motion Based on the site stratigraphy and visual reconnaissance of the site, it is our opinion, that earthquake damage to the proposed structure founded on a suitable bearing strata, and following recommendations presented within this report, likely would be caused by the intensity and acceleration associated with the event. Structural design of the building should follow Uniform Building Code (UBC) standards for Seismic Zone 3 (z =0.3) using soil type SD and take into consideration stress caused by seismically induced earth shaking. 6.0 EROSION HAZARDS Erosion protection and storm water control during development of this site are important so as not to increase the risk of slope instability or allow sediment -laden water to leave the site. Typically, the erosion hazard occurs from the start of the earthmoving process (vegetation removal) until permanent site drainage and erosion protection, usually in the form of vegetation, are established. Therefore, the measures outlined below should be utilized to mitigate this hazard. To mitigate the sheet and rill erosion hazard and potential for off -site sediment transport, the following should be completed during development at this site: 1) Silt fences should be constructed along or below the lower elevation of all disturbed areas and upslope or along any buffer area. This fencing should remain in place until construction and replanting is complete. 2) Soils that are to be used around the site should be stored away from sloping areas and in such a manner as to minimize erosion from the stockpile. Protective measures may include, but are not limited to, covering with plastic August 23, 2001 MAM /da - KE015S4A1 - D: \wp\da \8.01 - W2K ASSOCIATED EARTH SCIENCES, INC. Page 6 141XX 57th Avenue S Tukwila, Washington 3) Areas stripped of vegetation during construction should be replanted as soon as possible or protected from erosion by other suitable means during construction. After construction, all remaining exposed soil should be vegetated or otherwise permanently protected from erosion. 4) Control of surface discharge during and following development of the site should be performed in order to reduce the hazard of erosion. Care should be taken to insure that surface runoff and domestic discharge will not be directed onto sloping areas. All devices used to collect surface discharge should be directed into a tightlined system which discharges away from slope areas and into the existing storm water control structures. Uncontrolled discharge on the slope areas may promote erosion and slope instability. 5) Sediment transport from the subject property out onto the local streets may occur during wet weather via delivery truck tires. This type of sediment loss should be controlled by using a quarry rock mat or other coarse, erosion resistant, crushed material surfacing at site access areas. August 23, 2001 ASSOCIATED EARTH SCIENCES, INC. Page 7 MAM/da - KE01554A! - D: \wpWa\8.01 - W2K Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Geologic Hazards and Mitigations sheeting, the use of low stockpiles in flat areas, or the use of silt fencing surrounding the stockpiles. I4IXX 57th Avenue S Tukwila, Washington 7.0 INTRODUCTION Our explorations indicate that, from a geotechnical standpoint, the parcel is suitable for the proposed development provided the risks discussed are accepted and the recommendations contained herein are properly followed. The foundation bearing stratum is relatively shallow across much of the site and, conventional spread footing foundations may be utilized for support of all structures. 8.0 SITE PREPARATION III. DESIGN RECOMMENDATIONS 8.1 Site Drainage and Surface Water Control Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Desi¢n Recommendations Based upon the subsurface conditions encountered during exploration, the following site preparation procedures have been developed and include recommendations regarding site drainage, stripping, subgrade protection, proof - rolling, and subgrade compaction. However, the level of site preparation effort is expected to be dependent upon the time of year that construction proceeds. Therefore, bids for site preparation and earthwork should be based upon the time of year that construction will proceed. It is recommended that a representative of our firm observe the soil conditions prior to and during site preparation activities to evaluate the suitability of stripped subgrades prior to placement of structural fill for the driveway and construction of foundation elements and floors. Adequate temporary and permanent control of surface water runoff and possible subsurface seepage will be required in order to allow for site access and grading for construction of the new home, and installation of underground utilities. Excavation, filling, subgrade and grade preparation should be performed in a manner and sequence that will provide controlled drainage at all times and proper control of erosion. Surface water should be collected and pumped or drained to provide a suitable working platform. Absolutely no surface water may discharge over the slope to the east. The site should be graded to prevent water from ponding in construction areas and /or flowing into excavations. Exposed grades should be crowned, sloped, and smooth -drum rolled at the end of each day to facilitate drainage. Accumulated water must be removed from subgrades and work areas immediately prior to performing further work in the area. Equipment access may be limited and the amount of on site soil rendered unfit for use as structural fill may be greatly increased if drainage efforts are not accomplished in a timely sequence. If a working August 23, 2001 M11,01 /da - KEO /554.41 • D: \wp \da \8.0I - W2K ASSOCIATED EARTH SCIENCES, INC. Page 8 I41XX 57th Avenue S Tukwila, Washington Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Design Recommendations drainage system is not utilized, project delays and increased costs could be incurred due to the greater quantities of wet and unsuitable fill or poor access and unstable conditions. Final exterior grades should promote free and positive drainage away from all structures and the eastern slope at all times. Water must not be allowed to pond or to collect adjacent to foundations or within immediate building areas. It is recommended that a gradient of at least 3 percent for a minimum distance of 10 feet from building perimeters be provided, except in paved locations. In paved locations, a minimum gradient of 1 percent should be provided unless provisions are included for collection and disposal of surface water adjacent to the structure. 8.2 Subgrade Protection Site soils consist predominately of silty fine -to- medium sands and are considered to be moisture- and disturbance- sensitive. These soils will become unstable if disturbed by construction equipment while at elevated moisture contents, requiring additional soil removal. Therefore, in addition to the recommendations presented in the Site Drainage and Surface Water Control section of this report, site preparation and initial construction activities should be planned to minimize disturbance to the existing ground surface particularly during extended wet weather periods. Construction traffic should be restricted to specific drive areas to limit the area where disturbance of the subgrade will occur. If site stripping and grading activities are performed during extended dry weather periods, extensive subgrade stabilization is not expected to be necessary. However, intermittent wet weather periods during the summer months could delay earthwork if soil moisture conditions become elevated above the optimum moisture content. The use of a working surface of crushed rock, or quarry spalls may be required to protect the fine- grained, silty sand soils, particularly in areas supporting concentrated equipment traffic. 8.3 Cut Slope Recommendations In our opinion, stable construction slopes are the responsibility of the contractor, and adequate temporary slope inclinations should be determined during construction. For estimating purposes, we anticipate that temporary, unsupported cut slopes in the medium dense, natural sediments can be made at a maximum slope of 1H: 1V (Horizontal: Vertical), in accordance with WISHA regulations for Type B soils. As is typical with earthwork operations, some sloughing and raveling may occur, and cut slopes may have to be adjusted in the field. In addition, WISHA /OSHA regulations should be followed at all times. August 23, 2001 M.4tt /da - KE01554,41 - D:\wp\da\8 -01 - W2K ASSOCIATED EARTH SCIENCES, INC. Page 9 I4IXX 57th Avenue S Tukwila, Washington 8.4 Setbacks It is our understanding that the proposed home will be set back from the top of the steeper lower slope about 20 feet at the closest point. If this is the case, no further setback requirements are needed. Should the new construction be located closer than 20 feet to the top of the slope, Associated Earth Sciences, Inc. (AESI) should review and modify this recommendation as necessary. 9.0 STRUCTURAL FILL Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Design Recommendations Structural fill will be used to establish desired grades in the driveway area from the street down to the garage entrance. However, no fill will be placed east of the proposed residence. All references to structural fill in this report refer to subgrade preparation, fill type, placement, and compaction of materials as discussed in this section. If a percentage of compaction is specified under another section of this report, the value given in that section should be used. After overexcavation /stripping has been performed to the satisfaction of the geotechnical engineer, the upper 12 inches of exposed ground should be recompacted to at least 90 percent of the modified Proctor maximum density using ASTM: D 1557 as the standard. If the subgrade contains too much moisture, adequate recompaction may be difficult or impossible to obtain and should probably not be attempted. In lieu of recompaction, the area to receive fill should be blanketed with washed rock or quarry spalls to act as a capillary break between the new fill and the wet subgrade. Where the exposed ground remains soft and further overexcavation is impractical, placement of an engineering stabilization fabric may be necessary to prevent contamination of the free - draining layer by silt migration from below. After the recompacted, exposed ground is tested and approved, or a free - draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill is defined as non - organic soil, acceptable to the geotechnical engineer, placed in maximum 8 -inch loose lifts with each lift being compacted to at least 95 percent of the modified Proctor maximum density using ASTM: D 1557 as the standard. In the case of driveway and utility trench filling, the backfill should be placed and compacted in accordance with current local or county codes and standards. The top of the compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of the perimeter footings or roadway edge before sloping down at a maximum inclination of 2H: 1V. August 23, 2001 ,NAM /da - KE01554A1 - D: \wp\da\8 -01 - W2K ASSOCIATED EARTH SCIENCES, INC. Page 10 141XX 57th Avenue S Tukwila, Washington Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Design Recommendations For fill placed on slopes steeper than 5H: IV, the base of the fill should be tied to firm, stable subsoil by appropriate keying and benching whose dimensions would be established in the field to suit the particular soil conditions at the time of grading. The keyway will act as a shear key to embed the toe of the new fill into the existing slope. Generally, the keyway for hillside fills should be at least 4 feet wide. Level benches are then cut horizontally across the hill, following the contours of the slope. No specific width is required for the benches, although they are usually a few feet wider than the dozer being used to cut them. The contractor should note that any proposed fill soils must be evaluated by AESI prior to their use in fills. This would require that we have a sample of the material 48 hours in advance of filling activities to perform a Proctor test and determine its field compaction standard. Soils in which the amount of fine- grained material (smaller than No. 200 sieve) is greater than approximately 5 percent (measured on the minus No. 4 sieve size) should be considered moisture - sensitive. Use of moisture - sensitive soil in structural fills or as utility trench backfill should be limited to favorable dry weather conditions. On -site soils may be used as structural fill and utility trench backfill, provided they are placed and compacted at a moisture content that allows for the minimum specified compaction. If earthwork proceeds during or shortly after rainy periods, some drying of wet soils should be anticipated prior to their compaction. In addition, construction equipment traversing the site when the soils are wet can cause considerable disturbance. If fill is placed during wet weather or if proper compaction cannot be obtained, a select import material consisting of a clean, free - draining gravel and /or sand should be used. Free - draining fill consists of non - organic soil with the amount of fine- grained material limited to 5 percent by weight when measured on the minus No. 4 sieve fraction. A representative from our firm should inspect the stripped subgrade and be present during placement of structural fill to observe the work and perform a representative number of in- place density tests. In this way, the adequacy of the earthwork may be evaluated as filling progresses and problem areas may be corrected at that time. It is important to understand that taking random compaction tests on a part -time basis will not assure uniformity or acceptable performance of a fill. As such, we are available to aid the owner in developing a suitable monitoring and testing program. 10.0 FOUNDATIONS Spread footings may be used for building support when founded on the natural, medium dense, silty sands, or dense to very dense weathered bedrock. We recommend that a maximum allowable soil bearing pressure of 2,500 pounds per square foot (psf) be utilized for design purposes, including both dead and live loads. An increase of one -third may be used for short - term wind or seismic loadings. Perimeter footings should be buried at least 18 inches below final exterior grade for frost protection; interior footings require only 12 inches of burial. August 23, 2001 ASSOCIATED EARTH SCIENCES, INC. Page 11 ,t1A.t1 /da - KE0!554A! - D: \wp\da\8.01 - W2K 14IXX 57th Avenue S Tukwila, Washington Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnicat Engineering Report Design Recommendations However, all footings must penetrate to the prescribed bearing stratum and no footing should be founded on or above loose soil, organic soil, or uncompacted fill soils. All footings should have a minimum width of 18 inches. It should be noted that the area bound by lines extending downward at 1H: 1V from any footing must not intersect another footing or intersect a filled area which has not been compacted to at least 95 percent of ASTM: D 1557. In addition, a 1.5H: 1V line extending down from any footing must not daylight because sloughing or raveling may eventually undermine the footing. Thus, footings should not be placed near the edge of steps or cuts in the foundation- bearing soils. Anticipated settlement of footings founded on the native bearing soils or approved structural fill should be less than 3/4 inch. However, disturbed soil not removed from the footing excavations prior to footing concrete placement could result in increased foundation settlements. We recommend that all footing excavations be observed by AESI prior to placing the footing concrete, to verify that the design bearing capacity of the soils has been attained and that construction conforms to the recommendations contained in this report. The governing municipality may require such inspections. Perimeter footing drains should be provided as discussed under the section on Drainage Considerations. 11.0 LATERAL WALL PRESSURES All backfill behind basement walls or around foundation units should be placed as per our recommendations for structural fill and as described in this section of the report. Horizontally backfilled walls that are free to yield laterally at least 0.1 percent of their height may be designed using an equivalent fluid equal to 35 pounds per cubic foot (pcf). Fully restrained, horizontally backfilled, rigid walls that cannot yield should be designed for an equivalent fluid of 50 pcf. Within the driveway area where traffic loads will be adjacent to the wall, a surcharge equivalent to 2 feet of soil should be added to the wall height in determining lateral design forces. It is imperative that proper drainage be provided so that hydrostatic pressures do not develop against the wall. This would involve installation of a minimum 1 -foot wide blanket drain for the full wall height to within 24 inches of final grade using imported, washed gravel against the walls. August 23, 2001 MAMIda - KE0!554.I! - D:\wp\da\8 -01 - W2K ASSOCIATED EARTH SCIENCES, INC. Page 12 14IXX 57th Avenue S Tukwila, Washington Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Design Recommendations The lateral pressures presented above are based on the conditions of a uniform backfill consisting of on -site, sand compacted to 90 percent of ASTM:D 1557. A higher degree of compaction is not recommended, as this will increase the pressure acting on the wall. Surcharges from adjacent footings, heavy construction equipment, or sloping ground must be added to the above values. Perimeter footing drains should be provided for all basement walls as discussed under the section on Drainage Considerations. 11.1 Passive Resistance and Friction Factors Basement wall footings /keyways cast directly against undisturbed, dense soils in a trench may be designed for passive resistance against lateral translation using an equivalent fluid equal to 300 pcf. The passive equivalent fluid pressure diagram begins at the top of the footing; however, total lateral resistance should be summed only over the depth of the actual key (truncated triangular diagram). This value applies only to footings /keyways where concrete is placed directly against the trench sidewalls without the use of forms. If footings are placed on grade and then backfilled, the top of the compacted backfill must be horizontal and extend outward from the footing for a minimum lateral distance equal to three times the height of the backfill, before tapering down to grade. The friction coefficient for footings cast directly on undisturbed, dense soils or rock may be taken as 0.35. Since it will be difficult to excavate these soils without disturbance, the soil under the footings must be recompacted to at least 95 percent of the above - mentioned standard for this value to apply. 12.0 FLOOR SUPPORT Slab -on -grade floors for structures may be placed over structural fill or natural, medium dense to very dense sediments after compacting the upper foot of soil to a minimum of 90 percent of ASTM:D 1557. A polyethylene plastic vapor barrier and a capillary break layer consisting of 4 inches of washed pea gravel should be used under the floors. Based on the American Concrete Institutes (ACI) criteria, we recommend placing a 2- to 3 -inch layer of clean sand over the vapor barrier to protect the vapor barrier from construction punctures, and to allow necessary moisture loss through the bottom of the slab to reduce concrete warping during curing. August 23, 2001 MAM/da - KE01554A1 - D:\wp\da\8 -01 - W2K ASSOCIATED EARTH SCIENCES, INC. Page 13 141XX 57th Avenue S Tukwila, Washington 13.0 DRAINAGE CONSIDERATIONS Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Design Recommendations All perimeter foundation walls should be provided with a drain at the footing base elevation. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set approximately 2 inches below the bottom of the footing at all locations and the drains should be constructed with sufficient gradient to allow gravity discharge away from the building. Roof and surface runoff must not discharge into the footing drain system but should be handled by a separate, rigid, tightline drain. In planning, exterior grades adjacent to walls, except for the east side, should be sloped downward away from the structures to achieve surface drainage. Along the east side, the grades should be adjusted to drain away from the house and away from the top of the slope. It is imperative that no runoff be allowed to discharge over the eastern slope. 14.0 PROJECT DESIGN AND CONSTRUCTION MONITORING At the time of this report, site grading, structural plans, and construction methods have not been finalized and our recommendations are preliminary. We are available to provide additional geotechnical consultation as the project design develops and possibly changes from that upon which this report is based. We recommend that AESI perform a geotechnical review of the plans prior to final design completion. In this way, our earthwork and geotechnical recommendations may be properly interpreted and implemented in the design. This plan review is beyond the current, approved scope of work and budget. We are also available to provide geotechnical engineering and monitoring services during construction. The integrity of the foundation depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not a part of this current scope of work. The implementation of the geologic and geotechnical recommendations contained in this report must be confirmed at the time of construction by AESI to verify compliance with this report. We would be pleased to prepare a cost proposal for these services. August 23, 2001 ASSOCIATED EARTH SCIENCES, INC. Page 14 ,%tAbl /da - KE0155441 - D:\wp\da\8 -01 - W2K 141XX 57th Avenue S Tukwila, Washington We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project. If you should have any questions, or require further assistance, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington N. Sonde ociate Geo aard, P.G. ogist Attachments: Figure 1: Vicinity Map Figure 2: Site and Exploration Plan Appendix: Exploration Logs August 23, 2001 MA.%fIda - KE01554AI - D: \wpkia \8-01 - W2K Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Design Recommendations Rama 2I8 / �i__�� Matthew A. Miller, P.E. Senior Project Engineer o ASSOCIATED EARTH SCIENCES, INC. Page 15 APPENDIX .•...• r \ \ Associated Earth Sciences, Inc. Irllou Ube r. • , .w��• 'ir t ti• % Lst • f • I • w \ EA:17L: ' I l; „� t� f :\fit � • x_ ; . 7---- 1 ' ' l!.�, l T — , r ; ^ \ \ t `' «� AV 1 . _ _. i 1R k ;,...,I ;,...,I . 8 • J t ' - , , - + —\, ` \ '; i • : $! ...... � �... i i • .. RI..rl.,'.H.It,l�t. / , y y t • .Yr � . � / T t i I , •.,:, .. - - ,,-. IV.. //I'' ., k l • . 1 7 ,t ;T ,r � i , - . y �. -• ., . •'R.._- \ - It 1. •!1 1�... :�... .w Lr= �i.— ate.= _>•� =_- -sue - 1' u ►. w T4 MO. W.W.I. W.W.I. r.•r..... Om. bin. 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( „ •' : � %...,1.4.1 � ,;,. ♦ " 1 ''' ! � `Y . ►'t' , .. w•. / s . fit rl ..., , r ! t , - t• ;'• t' ,, mot � w C - 1 r 'N , ' a . • -. ` ' `q - , 1 ' \ : � Ii.',.... , f -' 13':... ; r i 5.1 . .•!.«.t;+� : • ...' ! � • ,,,...7 ,_ 7: _: ,i, j : �. 1a , * . t.*• ;; ■•.; r 1 �• •..rI. 1 � 1 - 1 rl P .w • , .9N i �.I t ff ...,.„,,, as. _..-ii. -,L.,, , • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 44‘1`..6411T11111 r FIGURE 1 DATE 8/01 PROJ. NO. KE01554A B C N x 0 sift e6NC7RaWR• •Y• O4 1r (ASr ear Mc urrcoar C tY. -6476' (AS5w[o) • ,, • CONC. 17 C '.C. EN (50[10 1.10) Rat - 65 71' rE • t6'. 3921' t6• Co.# K - N 5654' 16• CONC. 4, REFERENCE: CRAMER NORTHWEST INC., 8/2/01. Associated Earth Sciences, Inc. Sow+ R6, or 63 40' if • S. f0.0' 11 CONC 4 - w. 34 73' 11t• CONC. 4 • S • 55 43' ,6• CONC. S 30 14 • LtiNC' CS 114 - 66.17' K - N 64 69' 6 CONC 6R■ • ,N. X. • • SSV. Rr . 3611' r - •77 •1. s1' p'c071C r • sr •146 a cac C • N. 41.31' 11 CONC `'. . Li1r1MINE u.a 21 STRUCVIN. c.cs RettaNG Lrm ;161 SO. � O ,►, il l EP -2 7 � MIN 001.27 1.0 $67 13 77 2. • U ROCS( Pr. fro. 4. , a a Sta 1.S! [+3 s 444E • -t. g pi • SITE AND EXPLORAITON PLAN 57TH AVENUE SOUTH LOT TUKWILA, WASHINGTON I • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. LEGEND EP -1 a Approximate location of exploration pit A 0 40 SCALE IN FEET FIGURE 2 DATE 8/01 PROJ. NO. KE01554A N 0 A 0.0 0 GW GP GM SW SP S L OL H CH OH PT C Well- graded gravel and gravel with sand, little to no fines Poorly- graded gravel and gravel with sand, little to no fines Silty gravel and silty gravel with sand Clayey gravel and clayey gravel with sand Well- graded sand and sand with gravel, little to no fines Poorly -graded sand and sand with gravel, little to no fines Silty sand and silty sand with gravel Clayey sand and clayey sand with gravel Silt, sandy silt, gravelly silt, silt with sand or gravel Clay of low to medium plasticity; silty, sandy, or gravelly clay, lean clay Organic clay or silt of low plasticity astic silt, clayey sl t, sr t with micaceous or diatomaceous fine sand or It Clay of high plasticity, sandy or gravelly clay, fat clay with sand or gravel Organic clay or silt of medium to high plasticity Peat, muck and other highly organic soils Terms Describing Relative Density and Consistency Coarse - Grained Sods Fine - Grained Sods Density Very Loose loose Medium Dense Cense Very Dense Consistenc Very Soft Soft Medium Stiff Stiff Very Stiff Hard 'T 0 to 4 4to10 10 to 30 30 to 50 >50 SPT O to2 2to4 4to8 8to15 15 to 30 >30 Component Definitions Descriptive Term Size Range and Sieve Number Larger than 12 3' to 12' 3' to No. 4 (4.75 mm) 3' to 3/4' 3/4' to No. 4 (4.75 mrn) No. 4 (4.75 in) to No. 200 (0.075 mm) No. 4 (4,75 mm) to No. 10 (2.00 mm) No. 10 (2.00 mm) to No. 40 (0.425 mm) No. 40 (0.425 mm) to No. 200 (0.075 mm) Smaller than No. 200 (0.075 mm) Boulders Cobbles Gravel Coarse Gravel Fine Gravel Sand Coarse Sand Medium Sand Fine Sand Silt and Clay (3) Estimated Percentage Component Percentage by Weight Trace <5 Few 5 to 10 Little 15 to 25 With - Non - primary coarse constituents: > 15% • Fines content between 5% and 15% Sampler 2.0' OD Split -Spoon Sampler (SPT) Bulk sample Grab Sample Portion nct recovered Symbols Blows/6' or portion of 6' Sampler Type a Description 3.0' CO Split -Spoon Sampler 325' 0D Split -Spoon Ring Sampler 3.0' 00 Thin -Wail Tube Sampler (including Shelby tube; try Percentage by dry weight t (SET) Standard Penetration Test (ASTM 0 -1586) (3) In Genera! Accordance with Standard Practice for Description and Identification of Soils (ASTM 0 -2488) Exploration Log Key Test Symbols G = Grain Size M = Moisture Content A = Atterberg Limits C = Chemical 00 = Dry Oensity K = Permeability Moisture Content Ory - Absence of moisture, dusty, dry to the touch Slightly Moist • Perceptible moisture Moist • Damp but no visible water Very Moist - Water visible but not free draining Wet - Visible free water, usually from below water table l•) H1 ■ seal Filler pack with blank casing section Screened casing or with filter t� End cap (4) Depth of groundwater Climate surface s eal X ATD = At time of drilling Static water level (date) (5) Combined USCS symbols used for fines between 5% and 15% b Classifications of soils in this report are based on visual tteld and/or laboratory observations, which include density /consistency. moisture condition. grain sae, and plasticity estimates and should not be construed to imply field or laboratory testing unless presented herein. Visual - manual and/or Laboratory Cassificatiorr l methods of ASTM 0 -2487 and 0 -2488 were used as an identification guide for the Unified Sod Classification System. 3 .5 \ ASSOCIATED >i EARTH S = SCIENEN CES, INC • MARE A•1 Depth (ft) This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfcation of actual conditions encountered. DESCRIPTION Topsoil - \Loose, moist, tan to dark brown, SANDY SILT with trace organics. �- 1 Weathered Bedrock Stiff, moist, mottled tan to gray, SANDY SILT, some gravel. 2 — 3 — 4 — 5 — 6 Andesite 7 — Blocky, very dense, moist, tan to brown ANDESITE. 8 Bottom of exploration pit at depth 8 feet 9 — No ground water seepage. No caving. 10 — 11 --' 12 — 13 — 14 — 15 — 16 — 17 — 18 — 19 — Logged by: MM Approved by: LOG OF EXPLORATION PIT NO. EP -1 57th Avenue South Lots Tukwila, WA ASSI ASSOCIATED EARTH SCIENCES, INC Project No. KE01554A August 2001 KCTP3 01554 .GPJ August 23. Depth (ft) This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Topsoil 1 Loose, moist, tan to dark brown, SANDY SILT with trace organics. Fill 2 Medium dense, moist, tan to brown, SANDY SILT, some cobbles, minor debris. 3 Weathered Bedrock 4 Stiff, moist, mottled tan to gray, SANDY SILT, some gravel. 5 6 7 8 Bottom of exploration pit at depth 8 feet 9 No ground water seepage. No caving. 10 11 12 13 14 15 16 17 18 19 Logged by: MM Approved by: LOG OF EXPLORATION PIT NO. EP -2 57th Avenue South Lots Tukwila, WA ASSOCIATED Project No. KE01554A EARTH SCIENCES, INC August 2001 KCTP3 01554.GPJ August 20. 200 Depth (ft) This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION 1 _ 2 — 3 _ 4 — 5- 6 Fill Medium dense, moist, tan, SANDY SILT, some cobbles, trace organics, some debris. Weathered Bedrock Medium dense, moist, mottled gray, SILTY SAND. 7 — 8 -- 9 — 10 — 11 — 12-- 13 -- 14 — 15 -- 16 — 17 — 18 19 — Bottom of exploration pit at depth 6 feet No ground water seepage. No caving. Logged by: MM Approved by: LOG OF EXPLORATION PIT NO, EP -3 57th Avenue South Lots Tukwila, WA ASSOCIATED EARTH SCIENCES, INC Project No. KE01554A August 2001 KCTP3 01554.GPJ August 20. 200 MITCHELL ENGINEERING INC. 44kirT AciATAJ -rafe-( 1404. 42, 4-5 4-4 12i� ft: 2 f A 464 e 4A1 1 1- l423,$7'`'I2 24 . I► ' CDZS C2 q0.v 0 V CO 2-74. (v) -- ,5 7 4 7 CO25f PREPARED BY i -7I71 DATE THESE CALCULATIONS ARE COPYRIGHTED AND MAY NOT WI E COPIED WITHOUT THE WRITTEN PERMISSION OF t IITCHELL ENGINEERING, INC. USE. OF THESE CALCULATIONS IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS HEREON FOR THE CC TI.JCTION OF ONE C. U ':G.ANYOTHER USE OR R: IP SiRi' ".;TLY F'riGIiIE3- l: .; ■.11iiOUT THE v ITTEN C::'•;_.. FROM MITCHELL ._,. DATE i*,547 57 .J 4 ?.1•-2 cdf )4 4P /54.) = 4(4.7 14 '/ t/2 RECEIVED CRY OF TUKVIIti► M AR 292001 PERMIT CENTER PROJECT tOI 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 SHEET NO. 4 I OF SUBJECT L'ATt �' y � ,(- JOB NO. C21" � F'117-1 24�24C<I0'alP (7 *A&1 Ff* T I 0 t r • (- AA. 4 4" 4 �,�r,LL4 1a- - ; L \ / P NV-Al te,ke • 0 )rt4.01 4.4) �o��d�T�►- '�Ar- TY�� �-� �✓T� -1��.1 — - 34 AlL T � . %Y�c -c. , 5i4aLci 64 a_ck.d Al AL-4 r2. La GA !a ✓ r- c . (-1 t viLhei A )uv4 L 6Y A-114 F/' rrA,1 &EA14tivAlls 1.6a.talci-h' I.vAL .43 V ` dij f - r41A l'-i /-/ ttAk-d • kA;- wAl I �Tw1 I 5r�2tild �d� i S 1 t'�� A r�cl- 1 (f�1� O '4. g a7PAArt,-Ii•t-1 6 7 &Tw . 2 14.a40--A,461-[iroT;41g-,AL t MITCHELL ENGINEERING INC. *-4Pi qd4 I 4 1 f ►Gm L 2 J 3 / 2 /2 241, X 74 1 1.1 ti .L. 1 `74 ,9/1(6 2-)91A1 2 .._ ,,4 ► 4 64=5' ) 4 51-1** Clew- - - I J . _ - 5 Ar ?I 4-= � I � - 27e t - 70(3 I #5 %5, - µ &i ,t FJ 4,4 4 L _ w 4 14.9/2. 102 Yr t (02A 1 4 .2. 1 1 / . 4f1, - -1 °5- / /3 5 )4 9 /1344,2 �x j4 //72...s x.54 ,4/ °.: x /0 .47 � 3 " /v /2 14 ..I roc+ _Co PREPARED BY PROJECT SHEET NO OF ! DATE � 2-43 o UB d I " SUBJECT JOB NO. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 MITCHELL ENGINEERING INC. LAT L : PREPARED BY �I fri DATE "�/ 24)/01 0 -_-(f4V 4IJIL 6NrAlci. _., t2rk I5.5r4F= l & 140 rLF 1 4,pi c 8 f= ---£� � rt g- C @ re. A -14 I � � � = 2& ,,4 2D = 134.1:- C = v�OV* b2' @ qt144- �1� A — 2• t�74I r�'I= �� 4 12' ,-140 tr. G - 2lo t, .7i ►.� la' t I etv rti= 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 Vez;15 I L /I0 - i costiel-- I o o. ;I 2..1 /22 232 pet r Zetti= i'44-3/4 35a) 2 2`12 PROJECT 5711-15 4 SHEET NO. OF SUBJECT JOB NO. d 1 -343 MITCHELL ENGINEERING INC. Cowie- LecAL (1-i7 c itkeol A 31 22 1 - i - 140 7 t = +74/i - 22.5-f 4 -1-140 74 I2r : �j? / 1 ' - -e-4 Ifoito-11' r at-. Llick 14.4 q. -12274 15f4r t/VA16° 2 140 074 1 7-L' G 1-1.1 ( b) W41 Lexv.L - '� .,, i.e1 IL. 74 m j G04 14.21 k -- Z0,4 24,/ r = 51,� � - 5 Ic 5; ' 22.7$ v � ! ck•sa SPv FP-1(rt— %A.2 :210kt :. LIS C;1.1 i L _ - 2� 14.21 (ia,) 1 � 2 - Pic f- - 7 y:).0 kit SHEET NO. OF DATE Z-7 /0/ SUBJECT JOB NO 3 PREPARED BY 2� " ! o(/v = 22 rc PROJECT 5r,—l51i 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 q4iti _ 6.4 MITCHELL ENGINEERING INC. .9AZ1 j6. ( J,k1 ' C + 04)74 _ I" j ; /52 lrgeAf /t. )/ Cajr,4Wila 164. Gctao �/ -i 9'1 = fir" 22 i= llooPPF' v �,5f4) /wi= 22/ 9- DATE C� l/A. PREPARED BY 1 1 ' - PROJECT � - - 0,ciAelo ��"�� f - /� ��� � � lave i2 ,��.� - � 3 /a17i & /a - /�2 - 3 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO 4/ OF C.3/—.43 SUBJECT JOB NO. AP MITCHELL ENGINEERING INC. PREPARED BY DATE ,14fra -P G ~ '2 oo 4L 4 wvv L. IVALL.1.1 �rJ eel-) T 3 /2,4 • iN {1� q aai-fdlk WALL )451. = 0 -1 Y:429 ,4 '= a Iiapr.1 LT, — 21I0 41•7= 54IoF r-I6' ,4 . 5 . 1v 7' c R ©, 2 l a C 5 t . 45,4,1.4,5 i°r= V2)4 °t 4d�r Is)zS 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PROJECT SHEET NO. /' OF al-.313 SUBJECT JOB NO. SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacing Plate Anchors Plate Nailing Hem -Fir #2 # /Ft Edges Studs Top /Btm. Plate Blocking Req'd. G2 -4 6d 4" 4" 4" No 5/8 "o @ 48" 16d a, 6" 250 P1-6 8d 6" 12" 6" Yes 5/8 "m (x1 3 2 " (2) 16d p 10" 240 P1-4 8d 4" 12" 4" Yes 5/8 "o @ 24" (2) 16d (D 7" 350 P1-3 8d 3" 12" 3" Yes 5/8 "o r , 24" Per detail 400 P2 -6 8d 6" 12" 6" Yes 5/8 "o @ 24" Per detail 490 P2 -3 8d 3" 12" 3" Yes 3/4 "o @ 24" Per detail 800 Shear Wall Notes: 1. G2 - Gypsum wallboard two sides. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall. P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1 -3 & P2 -3 shear walls use 3x studs at adjoining panel edges. Refer to plan for 3x sill plate locations. 3. Nails shall be 8d common. 4. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 5. All panel edges backed with 2 -inch nominal or wider framing unless noted otherwise. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 inches on center @ intermediate supports. THIS NOTICE IT IS DUE TO IN THE QUALITY OF THE DOCUMENT. "Pit STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 1997 UNIFORM BUILDING CODE (U.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF 25 PSF FLOOR 40 PSF DECKS 60 PSF LATERAL WIND SEISMIC EXPOSURE B; 80 MPH PER ZONE 3 FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF I' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE: F'c = 2,500 PSI @ 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH TFIE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #1I BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 2 INCHES 1-1/2 INCHES 1-1/2 INCHES 3/4 INCH 1 -1/2 INCHES WELDED WIRE FABRIC: WVVF SHALL CONFORM TO ASTM A -185. WELDED WIRE FABRIC SHALL BE LAPPED ONE CROSSWIRE PLUS 2 INCHES. (i.e. 8" FOR 6X6 MESH). LOCATE WWF 1- I/2 INCHES FROM TOP OF CONCRETE FOR SLAB -ON- GRADE. WWF SHALL BE CHAIRED IN POSITION WITH MAXIMUM CHAIR SPACING OF 4 FEET. STRUCTURAL STEEL: STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IiN ACCORDANCE WITH THE A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS (8TH EDITION). STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM DESIGNATION A -36 UNLESS NOTED OTHERWISE. SQUARE AND RECTANGULAR STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM DESIGNATION A500, GRADE B. STEEL PIPE SHALL CONFORM TO THE ASTM DESIGNATION A53, TYPE E OR S, GRADE B (Fy = 46,000 PSI). WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE LAWS. ALL WELDING SHALL BE CERTIFIED BY WELDERS (W.A.B.O. OR EQUAL) USING E60 OR E70 ELECTRODES. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED. ALL BOLTS SHALL BE A325 UNLESS NOTED OTHERWISE. ALL ANCHOR BOLTS SHALL BE ASTM A307. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH 2 NUTS AND 2 WASHERS EACH BOLT UNLESS NOTED OTHERWISE. STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED I IEM -FIR #2 Fb = 850 PSI DOUG- FIR/LARCH #2 Fb = 875 PSI DOUG - FIR/LARCH #2 Fb = 875 PSI DOUG - FIR/LARCH #1 Fb = 1000 PSI DOUG - FIR/LARCH #2 Fb = 850 PSI ' MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH U.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 4 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 1/2 INCH A.P.A. RATED SHEATHING, SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. INSTALL PLYWOOD CLIP AT 48 INCHES ON CENTER. WALL SHEATHING: SHEATHING SHALL BE 1/2 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 10d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED - LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv=165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. 4. /4- BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS - FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE - MANUFACTURED FLOOR JOIST: JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER. PRE - MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS- FIR/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SUBMIT TRUSS SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. 15 MITCHELL ENGINEERING INC. DATE 0 Mg tfi# ra-- It A 1-1EalL.4LE 401 fo A .91;7 e. 24"o. c.. N 2',42. 11. UAH 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PREPARED BY 14 PROJECT SHEET NO. OF SUBJECT JOB NO. MITCHELL ENGINk.ERING INC. :EPARED BY ATE 4' �,.� a l� D��� �✓oviva Oki 1-1A41. 6,L,11 .71-1 4L T`akArice:1I r. 2 '�''o•G W 2; 2rz ltArT Lg. / 7 PROJECT SHEET NO. OF SUBJECT JOB NO. �' J 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 MITCHELL ENGINEERING INC. PREPARED BY DATE *rtA1 ANAL c�.lir C�l12►v i 44. 40(4 0110 •C - =.111=-11151 • • •• : .0 a 7821 - 168th Ave. N.E. Redmond. WA 98052 (425) 747 -1500 2, T�trA w/ ' ' 74 1 o ,J G4 �� �� C� 4 V0/ 2 / 13 wA5 k It woad b;71 -1 t ✓ • vp m valo P,a Ai4rrr_cT . - 1 e t-4 I 3/4 /-1e2 A. )0(3r e 24- 2 1 ;4 3 , ,t. NA E ls ,I sp III= 111. III = 1 2) 4 4 N 4 PROJECT SHEET NO. 123 OF SUBJECT JOB NO. MITCHELL ENGINEERING INC. 1 C.v 1 rl o J 0 0 (:)\):,_f,) �.� - 1• 11 4 ( 4 LD ! rl /� S '2 1 bv' V/ ;‘' feArt- .44 e 1 (14- DoN4.aI4 . (z) X14 4 w� ► IJ ►;� �, I ;J +� I A T � UvEG( e�A 1.4 c PREPARED BY ► r' ✓� / f P D PROJECT �-�J`� SHEET NO OF S DATE J/20)/0 7821 - 168th Ave. N.E. Redmond. WA 98052 (425) 747 -1500 4 SUBJECT JOB NO. Di -343 MITCI3ELL ENGINEERING INC. PREPARED BY DATE 7821 - 168th Ave. N.E. Redmond. WA 98052 (425) 747-1500 Citi T& AIDa.1- ii-Acii ''T bE 1 t-I ALLd L SF.c.71 PROJECT 5/1-. SHEET NO. " dr2 OF SUBJECT JOB NO. c..1/ 'b43 MITCHELL ENGINEERING INC. J NA-LL sa• t A 'nt li ( zlc1l12 tll t li TIi1 1111107,9) VAT e F ° arg. A�E-1. C IlU ■)-- - 43C ))LD 'ATE u si Til 1116 Q 0 \ vo -Q 0 l Cpo 4vG 4 0.74 ',- 2 )019- (- loci 274 eidriaPA 5 / i ?I ��`�, ; � - r b w1 NA s/41a. 0 44 10' w( 11 4. 01)N -a 14;) G • IIII2. I c ' a 'I � .. (2) X14 4 41k4 wA t I it�1 Fc,T;J i,J �P T - Aeaav� f om i Av. magi. REPARED BY / ►' H PROJECT P O1 ECT 7821 - 168th Ave. N.E. Redmond. WA 98052 (425) 747 -1 500 SHEET NO. g' OF SUBJECT JOB NO. MITCHELL ENGINEERING INC. 'REPARED BY )ATE 12' tir—n-1 CAt—1 � 2',c12 il I 2 w (,) 4 \4 flAti. IN i-fc @ Pr67 . mil 15 PROJECT Ammo 111= G, F a A }_i • P • • k4> 1'4 fNck. PA I-1 ( 6 ) 'rc 4 e2AL.4.1 12'b. c C.0 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO. , 22 OF SUBJECT JOB NO. a /3 MITCHELL ENGINEERING INC. PREPARED BY DATE 6c s.1 PROJECT ✓" SHEET NO. 2 3 OF SUBJECT JOB NO. ✓/ "/ . 7821 - 168th Avc. N.E. Redmond. WA 98052 (425) 747-1500 MITCHELL ENGINEERING INC. PREPARED BY DATE I ced -7 J4 L 4.."0- 2,4 Ftvo ro. reAt- 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 �1e vv, 1. axe 1--10 U � 1- 10:d- af- 1 5 24 PROJECT SH EET NO OF SUBJECT JOB NO e:;/ 31t • MITCHELL ENGINEERING INC. ..P PREPARED BY DATE OtA41-0. @ c4'o 07Aav*,a7=.. 3'bc I� Yw - ri• 1-E/4-co- .1" to *20/0 0 1 . • • 'Tf Egoal c=iF �►� t5 --k. L )>4 S IN/ d 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 i' V\i/ I Cod t ()2?4-ciTiam - rk4J A t-i& , PY- IN (4)-4 Loss d lL � ►'1 T � ►► I ►►I =- �'� �fj 25 PROJECT V/ SHEET NO. OF SUBJECT JOB NO. a 3 MITCHELL ENGINEERING INC. PREPARED BY DATE PROJECT ----T-F.--411)— . -�.-- • s • 5/ -,16.41 lc) a,4 7821 - 168th Ave. N.E. Redmond. WA 98052 (425) 747-1500 ' sal a WALL c1-1kclat.-L SHEET NO. 2 4 OF SUBJECT JOB NO. ✓ AIL s. MITCHELL ENGINEERING INC. fa6 aJ �qa � �{E�rT}� E i rI Cl !CaJ T -ii. 69"0-c. .e"iTef-- X12 ,i2z;:::ii 04O•G J T Pp fA,1 A0 Sc3 24' 0 r.4g V)AII ia teA1-1 k c1 4 L ' SUBJECT -152 27 PROJECT SHEET NO OF JOB NO. 3 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1 500 ammemom MITCHELL ENGINEERING INC. REPARED BY 'ATE /\l4LL ‘(2. g.crc;-J A 3AP/al 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 L1210 F1A1-I114 - b4r�1E� DF-� visT a42 f4rJ oft -) 'fld�Ar� 4Jc CtAi ON. W,4LL a� • �..L PROJECT 57416j SHEET NO. 2J OF SUBJECT JOB NO. �/� MITCHELL ENGINEERING INC. PREPARED BY DATE t; il Tio,. Si 4E4w WALL le. 14k4i. r I P0�t"JI ;/i G W/ ALL kIAIL/ 5i LL r� W I l�c� �.. I.S • I�AiL� � EArt-1 Tit-1 X14 7821 - 168th Ave. N.E. Redmond. WA 98052 (425) 747-1500 PROJECT 57:&-A- /501 SHEET NO SUBJECT JOB NO. �/� 4 MITCHELL ENGINEERING INC. PREPARED BY DATE 24/a/ '"V7317''' -413,777, P 04374 tAy ALL 1-771.. 11- V/ I i/ ML eri.JJ 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 .11•111ii• 5; PROJECT SHEET NO. OF SUBJECT JOB NO MITCI3ELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT SHEET NO. OF — ‘ ,313 SUBJECT NO. �/ • MITCHELL ENGINEERING INC. LdAi aoptf--- 2)4. otztA 7821 - 16Sth Ave. N E. Redmond. W-\ 98052 (425) 747-15(H) ,-LAP- VAIL 150-J 7 y 4 r g• Vv/(2) aat, % PROJECT SHEET NO. OF 0/ 3 SUBJECT JOB NO. ' t": ' • , • ," DATE MITCHELL ENGINEERING INC. PREPARED BY .E iJci WALL 2,4 Lf..... �-I 4 M L 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1 500 / 33 PROJECT �� ` SHEET NO. OF SUBJECT JOB NO. a-343 )ATE 4Fra-, ft 0.11.•1•11* MITCHELL ENGINEERING INC. 7821 • 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 lo- feAk--1 'REPARED BY /4 PROJECT SUBJECT 571JL5 SHEET No OF JOB NO. File: Doi -�q2 Drawing# 1 Z W � CO IL w U.. a zo w Do O - O 1- w W F LL S W ✓ t9 0 z 4.2 PIPES, OUTFALLS, AND PUMPS This section presents the methods, criteria, and details for analysis and design of pipe systems, outfalls, and pump - dependent conveyance systems. The information presented is organized as follows: Section 4.2.1, "Pipe Systems" "Design Criteria," Section 4.2.1.1 (p. 4-5) "Methods of Analysis." Section 4.2.1.2 (p. 4-17) Section 4.2.2, "Outfall Systems" 4.2.1.1 DESIGN CRITERIA KING COUNTY, WASHINGTON, SL ;ACE WATER DESIGN MANUAL "Design Criteria," Section 4.2.2.1 (p. 4-27) Section 4.2.3, "Pump Systems" "Design Criteria," Section 4.2.3.1 (p. 4-34) "Methods of Analysis," Section 4.2.3.2 (p. 4-34) 4.2.1 PIPE SYSTEMS Pipe systems are networks of storm drain pipes, catch basins, manholes, inlets. and outfalls designed and constructed to convey surface water. The hydraulic analysis of flow in storm drain pipes typically is limited to gravity flow; however, in analyzing existing systems it may be necessary to address pressurized conditions, A properly designed pipe system will maximize hydraulic efficiency by utilizing proper material, slope, and pipe size. General All pipe material, joints, and protective treatment shall be in accordance with Section 9.05 of the WSDOT /APWA Standard Specifications as modified by the King County Road Standards and AASHTO and ASTM treatment as noted below under "Allowable Pipe Materials." Note: The pipe materials and specifications included in this section are for conveyance systems installed according to engineering plans required for King County permits /approvals. Other pipe materials and speciftcatio;,s rr.. y be used by priva:e property owners for drainage systems they construct and maintain when such systems are not required by or granted to King County. Acceptable Pipe Sizes The following pipe sizes shall be used for pipe systems to be maintained by King County: 8 -inch (generally for use only in privately maintained systems or in special cases within road right -of -way; see KCRS), 12 -inch, 15 -inch, 18 -inch, 21 -inch, 24 -inch, and 30 -inch. For pipes larger than 30 -inch diameter, increasing increments of 6 -inch intervals shall be used (36 -inch, 42 -inch, 48 -inch, etc.). Allowable Pipe Materials The following pipe materials are allowed for use in meeting the requirements of this manual. Refer to the King County Road Standards (KCRS) for pipe materials allowed in King County road right -of -way. 1. Plain concrete pipe (12 -inch diameter only, and only as driveway culvert) 2. Reinforced concrete pipe 3. Corrugated aluminum pipe 1995 Surface Water Design Manual 4 -5 9/1/9S SECTION 4.2 PIPES, OC.TAL.LS, ,- .0 PUMPS 2 3 4. Aluminum spiral rib pipe 5. Aluminized Type 2 corrugated steel (meets AASHTO treatments M274 and M56) 6. Galvanized' corrugated iron or steel pipe. Treatments 1 through 6 7. Galvanized' steel spiral rib pipe, Treatments I through 6 8. Ductile iron (water supply, Class 50 or 52) 9. Lined corrugated polyethylene pipe (LCPE) 10. Corrugated polyethylene pipe (CPE) that is single wall and fully corrugated 11. Polyvinyl chlordel ewer pipe U2. Solid wall polyethylene pipe (SWPE: also known as iMPE pipe or 1-ID Allowable Pipe Joints 1. Concrete pipe shall be rubber gasketed. 2. CMP shall be rubber easketed and securely banded. 3. Spiral rib pipe shall be "hat - banded" with neoprene gaskets. 4 . Ductile pipe joints shall be flanged, bell and spigot. or restrained mechanical joints. 5. LCPE pipe shall be joined by split corrugated couplings, with gasket, which are at least 4 co; ugatIons wide and exceed the soil tightness requirements of he AASHTO Standcrd Specifications far H.g;:wtii:: Bridges, Section 23 (2.23.3). 6. CPE single wall, fully corrugated pipe shall be joined by split or snap -on couplings for 3- :,.:out 10- inch diameter pipe, and by split corrugated couplings with gasket for 12- through 24-inch diameter pipe. Couplings for 12- through 24 -inch diameter pipe shall be at leas: 7 corrugations wide and shall exceed the soil tightness requirements of :,he .AASHTO Standcrd Spec :juctions for Highway Bridges. Section 23 (2.23.3). 7. PVC pipe shall be installed following procedures outlined in ASTM D2321; joints shall conform to 4 1 D3212, and gaskets shall conform t. APE piphall be jointed by butt fusion methods or flanged according to the KCRS. 9/1/98 Galvanized metals leach zinc into the environment, especially in standing water situations. High zinc concentrations, sometimes in the range that can be toxic to aquatic life, nave been observed in the region. Therefore, use of galvanized materials in stormwater facilities and conveyance systems is discouraged. Where other materials or treatments are available, such as aluminized or stainless steel, aluminum, or polyethylenes, they should be used. LCPE pipe and fittings shall be manufactured from high density polyethylene resin which shall meet or exceed the requirements of Type 111, Category 3, 4 or 5, Grade P23, P33 or P34, Class C per ASTM D1248. In addition, the pipe snail comply with all material and stiffness requirements of AASHTO M294. CPE pipe (single wall, fully corrugated) is allowed only for use in temporary storm sewer systems such as downspout, footing, or yard drain collectors on private property (smooth interior required in road right -of -way for drainage stuD -outs or perforated as suhgrade drain per Ki,R S). Pipe and fittings shall comply with all of the requirements of AASHTO M252 for 3" through 10' diameter, and AASHTO M294 for 12" through 24" diameter. 4 PVC pipe is allowed only for use in pnvately maintained drainage systems or as allowed in road right -of -way per KCRS. PVC must be SDR .r thicker and meet th •uirements of ASTM 03034. �--� SWPE pipe is normally used outside of King County right -of -way, such as on steep slope installations (see Section 4.2.Z " p. 4 -27). Connections to King County road drainage systems are allowed for pipe diameters of 12" or greater. SWPE pipe shall comply with the requirements of Type Ill C5P34 as tabulated in ASTM D1248, shall have the PPI recommended designation of PE3408, and shall have an ASTM D3350 cell classification of 345534C. The pipe shall have a manufacturer's recommended hydrostatic design stress rating of 800 psi based on a material witn a 1600 psi design basis determined in accordance with STM D2837-69. The pipe shall have a suggested design ■orking pressure of 50 psi at 73.4 F and SDR of 32.5. 1998 Surface N at Desigr. Manual 3 ' TABLE 4.2.1.A MAXLMIUM PIPE SLOPES AND VELOCITIES Pipe Material Pipe Slope above which Pipe Anchors Required and Minimum Anchor Spacing Maximum Slope Allowed Maximum Velocity at Full Flow CMP, Spiral Rib, PVC, CPE " 20% (1 anchor per 100 LF of pipe) 30°0 " 30 fps Concrete or LCPE" 10% (1 anchor per 50 LF of pipe) 20 % 30 fps Ductile Iron` 20% (1 anchor per pipe section) None None SWPE ---�L/ 20% (1 anchor per 100 LF of pipe, cross -slope installations cniy None one Notes: (I) se materials are nJ allow in landslide hazard a_ r� gas. Butt-fused or flanged greater than 40 %. pipe joints are required; above ground installation is recommended on slopes with no joints (one section), with (3) A maximum slope of 200% is allowed for these pipe materials structures at each end, and with proper grouting. Pipe Alignment 1. Pipes must be laid true to line and grade with no curves, bends, or deflections in any direction. Exception: Vertical deflections in SWPE and ductile iron pipe with flanged restrained mechanical joint bends (not greater than 30 ° ) on steep slopes, provided the pipe drains. A break in grade or alignment. or changes in pipe material shall occur only at catch basins or manholes. Maximum Pipe Slopes and Velocities Table 4.2.1.A presents maximum pipe slopes and velocities by pipe material. Changes in Pipe Size 1. Increase or decreases in pipe size are allowed only at junctions and structures. Exceptions may be allowed per Section 7.04C of the KCRS. When connecting pipes at structures, match any of the following (in descending order of preference): crowns, S0% diameters, or inverts of pipes (or use drop manholes per KCRS). Side lateral connections, 12 inches and smaller, are exempt from this requirement. 3. Downsizing pipes larger than 12 inches may be allowed provided pipe capacity is adequate for design flows. Note: The above criteria do not apply to detention tanks. ° Match point is at 80% of the pipe diameter, measured from the invert of the respective pipes. 1998 Surface Water Design Manual 4 -7 42.. PIPE SYSTEMS - DESIGN CRITERIA 9/1/9S TABLE 4.2.1.B ALLOWABLE STRUCTURES AND PIPE SIZES Maximum Pipe Diameter Catch Basin Type ; CMP, Spiral Rib, CPE, SWPE, PVC, and Ductile Iron ! Concrete LCPE inlet' Type 1 (3) Type i L(3) Type 2 - 46-incn dia. Type 2 - 54 -inch dia. Type 2 - 72 -inch dia. Type 2 - 96 -inch dia. 12" 18" 24„ 30" 36" 54" 72" 12" 12 18" 24" 30" 48" 79" Notes: (1) Catch basins (including manhole steps, ladder, and handholds) shall conform to King County Rcad Standards. (2) Generally these pipe materials will be one size larger than concrete due to smaller wall thickness. However, for angled connections or those with several pipes on the same plane, this will not apply. (3) A maximum of 5 vertical feet is allowed between finished grade and invert elevation. (`) Inlets are normally allowed only for use in privately maintained drainage systems and must discharge to a catch basin immediately downstream. SECTION 4.2 PIPES, Ot TFALLS, Ai.i? PUMPS 911!98 Structures Table 4.2.1.B below lists typical drainage structures with corresponding maximum allowable pipe sizes. 1. Catch basin (or manhole) diameter shall be determined by pipe orientation at the junction structure. A plan view of the junction structure, drawn to scale, will be required when more than four pipes enter the structure on the same plane, or if angles of approach and clearance between pipes is of concern. The plan view (and sections if necessary) must ensure a minimum distance (of solid concrete wall) between pipe openings of 8 inches for 48 -inch and 54 -inch catch basins, and 12 inches for 72- inch and 96 -inch catch basins. Evaluation of the structural integrity for H -20 loading, or as required by the King Counry Road Standards, may be required for multiple jtmction catch basins and other structures. 3. Catch basins shall be provided within 50 feet of the entrance to a pipe system to provide for silt and debris;eezVairs 4. A 1 SWPE pipe systems (including buried SWPE pipe) must be secured at the upstream end. The downstream end shall be placed in a 4 - foot section of the next larger pipe size. This sliding sleeve onnection allows for the high thermal expansion/contraction coefficient of this pipe maternal. 5. The maximum s ope of the ground su ace for a radius of 5 feet around a catc , grate or solid lid should be 5:1 to facilitate maintenance access. Where not physically feasible, such as at control structures in ponds. a maximum slope of 3:1 (H:V) shall be provided around at least 50% of the catch basin circumference. 4 -S 1998 Surface Water Design Manua. TABLE 4.2.1.0 MAXIMUM COVER (FEET) FOR CONCRETE PIPE COMPACTION DESIGN A Pipe Diameter (inches) Plain Class H Class III Class IV Class V 12 18 10 14 21 26 18 18 11 14 •2 29 24 16 11 15 22 28 30 11 15 23 29 36 11 15 23 29 48 12 15 23 29 60 12 16 24 30 72 12 16 24 30 84 12 16 24 30 96 12 16 24 30 108 12 16 24 30 Note: Compaction Design A refer to Figure 4.2.1.A (p. 4 -12). Pipe Design Between Structures The following requirements are for privately maintained or County maintained off -road right -of -way pipe systems. See KCRS for pipe design between structures in County road right -of -way. 1. Minimum velocity at full flow should be 3.0 feet per second. If site constraints result in velocities less than 3 feet per second at full flow, impacts from sedimentation in the pipe system shall be addressed with larger pipes, closer spacing of structures, sediment basins, or other similar measures. 2. Minimum slope for 8 -inch pipes shall be 0.5%; minimum slope for 12 -inch or larger pipes shall be 0.2%. 3. Maximum lengths between structures shall be 300 feet (for design flows greater than 3 fps). Tightlines down steep slopes are self cleaning and do not require structures for maintenance. Pipe cover, measured from the finished grade elevation to the top of the outside surface of the pipe, shall be 2 feet minimum unless otherwise specified or allowed below. Under drainage easements, driveways, parking stalls, or other areas subject to light vehicular loading, pipe cover may be reduced to 1 foot minimum if the design considers expected vehicular loading and the cover is consistent with pipe manufacturer's recommendations. Pipe cover in areas not subject to vehicular loads, such as landscape planters and yards, may be reduced to 1 foot minimum. Pipe cover over storm pipes in King County road right - of - way shall comply with the KCRS. Pape cover over concrete pipe shall comply with Table 4.2.l.0 (p. 4-9). For other pipe types. the manufacturer's specifications or other documentation shall be provided for proposed cover in excess of 30 feet. Caution: Additional precautions to protect against crashing during construction may be needed under roadways if :he road bed is included to meet minimum cover requirements. Damaged pipe shall be replaced. 3. For proposed pipe arches, the manufacturer's specifications or other documentation shall be pro% ided for proposed cover in excess of S feet. 4. Pipe cover over PVC SDR 35 shall be 3 feet minimum and 30 feet maximum. 1998 Surface Water Design Manual 4.2.1 I✓.. _ SYSTEMS — DESIGN CRITERIA 4 -9 9 /l /9S SECTION 4.2 PiPES, Oi.TFALLS. "ND PUMPS 9/1/98 Pipe Clearances A minimum of 6 inches vertical and 3 feet horizontal clearance (outside surfaces) shall be provided between storm drain pipes and other utility pipes and conduits. Clearances within King County right -of- way shall comply with the KCRS. When crossing sanitary sewer lines, the Washington Department of Ecology criteria shall apply. When crossing Swale easements, minimum specified cover shall be increased by 6 inches. Pipe Compaction and Backfill Pipe compaction and backfill shall be in accordance with Figure 4.2.1.A (p. 4-12). Pipe System Connections Connections to a pipe system shall be made only at catch basins or manholes. No woes or tees are allowed except on roof/footing/yard drain systems on pipes 8 inches in diameter or less, with clean -outs upstream of each wye or tee. Additional exceptions may be made in accordance with Section 7.03D of the KCRS and for steep slope applications of SWPE pipe, as deemed prudent by geotechnical review. Pipe Anchors Table 4.2.1.A (p. 4 -7) presents the requirements. by be material. for acchonng pipe systems. Figure 4.2.1.3 (p. 4-13) and Figure 4.2.1.0 (p. 4-14) show typical details of pipe anchors. Spill Control Spill control is required for projects constructing or replacing onsite pipe systems that receive runoff from pollution- generating surfaces such as roads or parking lots. Spill control measures are intended to temporarily detain oil or other floatable pollutants and prevent them from entering the downstream conveyance system. water Duality facility, or flow control facilir: in the event of an accidental will or illegal dumping. Allowable options for providing spill control include the following: a) A tee section in one of the lowest manholes or catch basins in the system (see Figure 5.3.4..A) b) An API or coalescing plate oil/water separator c) A tee section in a wet vault, or detention tank or vault (provided water quality facilities are downstream of the detention tank or vault) d) An active spill control plan. To use this option, the spill control plan and summary of an existing or proposed training schedule must be submitted as part of the drainage review submittal. At a minimum, such plans must include the following: • Instructions for isolating the site to prevent spills from moving downstream (shutoff valves, blocking catch basins, etc.) • Onsite location of spill clean -up materials • Phone numbers to call for emergency response • Phone numbers of company officials to notify • Special safety precautions, if applicable. Debris Barriers Debris barriers (trash racks) are required on all pipes 1 S to 36 inches in diameter entering a closed pipe system. See Figure 4.2.1.D (p. 4-15) for required debris barriers on pipe ends outside of roadways. See Figure 4.2.1.E (p. 4-16) and Section 4.3 (p. 4-35) for requirements on pipe ends (culverts) projecting from driveway or roadway side slopes. 4 -10 199S Surface Water Design Manual Outfalls Outfalls shall be designed as detailed in Section 4.2.2 (p. 4-27). 4.2.1 PIPE SYSTEMS — DESIGN CRITERIA Other Details In addition to the details shown in Figure 4.2.I.A (p. 4-12) through Figure 4.2.1.E (p. 4-16), Standard Construction Details are available in the King County Road Standards and APWA/WSDOT Standard Plans for Road, Bridge and Municipal Construction. Commonly used details include field tapping of z concrete pipe, catch basins and catch basin details, manholes and manhole details, curb inlets, frames, grates, and covers. Ui it 2 UO 1998 Surface Water Design Manual 4 -11 9 /1 /9S IL IL 7 0 W z 0 z Pipe Size Min. dist. between barrels circular pipe conc., LCPE, CMP (diameter) 12" to 24" 12 30" to 96 diam. - 2 102" to 180" 46" pipe - arch metal only (span) 18" to 36" 12" 43" to 142" span. - 3 148" to 199" zs" SECTION 4.2 PIPES, OLTrALLS. AND PUMPS FIGURE 4.2.1.A PIPE COMPACTION DESIGNS AND BACKFILL limits of pipe compaction 9/1/98 gravel backlill for pipe bedding gravel backfill for pipe becding 0.0. 3' max! A. Metal and Concrete Pipe compaction' , O.D. 1 3' maxi B. Pipe - Arch Installation limits of pipe compaction 1'-0" 1 — 0.15 O.D. mini. 0.65 O.D. min t ~� gravel backfiil for foundations when specified span scan scan , limits of clue 13' max.; } 3' max,/ ccrncacticn im ..tip, ;4 :. y 0.15 rise mini. : - i . : 0.65 rise min. • } gravel bacxfiL' for foundations when scec:fiec Rigid Pipe NOTES: 1. Pipe compaction limits shown cri this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe - arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall tie installed in accorcance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions sr,own as O.D. with 3' maximum shall be C.D. until O.D. equals 3', at which point 3' shall be used. * 1' -0" for diameters 12" through 42" and spans through 50 ". 2' -0" for diameters greater than 42 and spans greater than 50 ". -12 w (see note 4) i limit of pipe zone bedding \ .... . .... . . .... . material \� for flexible pipe (see \\ note 6) O.O. foundation \ \��� \ \� level �`� \��� �r * A = 4" min., 271.D. and under 5" min., over 271.D. Bedding for Flexible Pipe Flexible Pipe NOTES: 1. Provide uniform support under carrels. 2. Hand tamp ;inter haunches. 3. Compact becc;ng material to 95% max. density; erectly over p pe nano tamp only. 4. See - Excavatqr, and Preparation of Trench" in sanitari sewers section of the standard WSOCT!APWA scec :ficatrons for trench width - yr and trencninc cations. The cipe zone will be the actual :tenon wtatn. The minimum concrete width shall be 11/z1.0. - 16 ". 5. Trench oacxftl. snail conform to "Sackfilling Sewer Trenches" in the sanitary sewers section of the WSDCT /AP's ^:A standard specifications, except :rat rocks or lurr;s ,ar_er than 1" per toot of pioe diameter shall not be used in the backlit! matenal. See "Sewing Matenal for Flexible Pipe" in aggregates section of the W'SDOT /APWA standard specification for the material specifications. Backlit! material placed in 0.5' loose layers anc comoac :cd to 35':. maximum denocty. . .:. 1 Method S or C compaction (WSDOT /APWA standarc specifications.) I99S Surface Water Design Nlann:1 • w O 0 0 W 2 w o W • CY F O :p W� U. O W O Z r concrete block c oncrete block anchor 1998 Surface Water Design Manual FIGURE 4.2.I.B PIPE ANCHOR DETAIL Concrete footing keyed into undisturbed soil as shown SECTION A -A NTS 6' min (typical) 1' min 4 -13 NOTE: For SWPE, pipe must be free to slide inside a 4' long section of pipe one size diameter larger. 4.2.1 t'IPE SYSTEMS — . DESIGN CRITERIA pipe bedding strap - footing anchor 1" min diameter steel rod (strap) clamped securely to pipe Concrete footing o �keyedinto Q nT undisturbed soil as shown 2 x pipe diameter] nun. SECTION B -B NTS 9/1/98 SECTION 4.2 PIPES, OUT FALLS, AND PUMPS FIGURE 4.2.1.0 CORRUGATED METAL PIPE COUPLING AND /OR GENERAL PIPE ANCHOR ASSEMBLY material to be ASTM A 36 1/4" plate galvanized after fabrication per ASTM A 123 flatten to point 911/98 1 L Smooth Coupling Band for Smooth Pipe all holes 3 i4",diam. — \ s otsiobe-" N 1 X 1 /4" I \I C f � 4.1/2" 17/8" i 1 ! i 17" couctin9and ---- 12 "---- t 12" or 24 "coupling Pend Plate Detail coupling band -. collar (2" pipe) rfb _ 1/4" plate (see detail) /sA_1 x 6' stakes 20 --� each side of culvert Anchor Assembly - Corrugated Metal Pipe material to be ASTM A 36 galvanized after fabrication per ASTM A 153 4 -14 _..., • • , _.,,.. _.. .. �..... � � f i pipe stakes NOTES: 1. The smooth coupling band shall be used in combination with concrete pipe. 2. Concrete pipe without ball and spigot shaft not be installed on grades in excess of 20 %. 3. The first anchor shall be installed on the firs; section of the lower end of the pipe and remaining anchors evenly spaced throughout the installation. 4. If the pipe being installed has a manhole or catch basin on the lower end of the pipe, the first pipe anchor may be eliminated. 5. When CMP is used, die anchors may be attached to the coupling bands used to join the pipe as long as the specified spacing is not exceeded. 6. All pipe anchors shall be securely installed before backfilling around the pipe. 1993 Surface Water Design Manual SECTION C.2 FLOW CON BMPs 9/1/98 `PG Ct Kv S L . eLZ, AA. • • FIGURE C .2. PICA • OWNSPOUT DISPERSION TRENCH 18" min 4 4 pQ 4 U 0 7 G7 7 74 G ° 4 a ° 7 GQa 0 G7 7 7 ac, QQCa o a a °D p 70 ° c 4 p ° '+ u p Y * G 'r r 0 °p 00 0 0 0 ° 4 � ° 4n 4" perf pipe ° V a Q / y� °4 Q 4 4 0 4 7 0 °4 77 0404 a _ °Q G 77 0 0 ° v ° '' 0 ° ° C ° 0 11/f - 3 /4" washed rock a°GQ ° a °° a - p 0 a0 a pv 7 46 44 0 07 00 � 44j00 °7 0 0 0 4 0 ` 24" min --mil TRENCH X- SECTION NTS 5.700 sq. ft. >700 sq. ft. 04 ° ° slope PLAN VIEW OF ROOF NTS C -20 small catch basin or yard drain ° level outlet 2' x 10' level trenches Type ICB standard dispersion trench w/ notched grade board length 10' per 700 sq. ft. of roof area, see Figure 4.2.2.0 of the Surface Water Design Manual Small Site Drainage Requirement 11 _L Datc: To: �l .lob Name: Fax Number: ( 2.0440 ) Message: From: ' tm.rcx c.f.!!! ce S' ,3�a2 FACSIMILE TRANSMISSION 1;14- 3 1 Michael S. Mitc::ell, P.E. President If you do not receive ail pages. please call 747-1500 Et16: 7 :1 Mitchell Engineering, Inc. -civil s Structural 7 321 !Stith Avenue N E.. Redmond. Washington 9805.2 (42 747• I f00 FAX7 (425) 747-5403 Time: 'T•1G es Company: Job Number: No. Pages: i, 'nC'udif a Cc%R Pagel 4 -- :\y) Cn2.. f ECE1 ;y i I 7 2007 B t) t L IA:\l DEPAFTMEN1 amisrum MITCHELL ENGINEERING INC. 44: 744*. eco.4.1-1 S4 r err ra4w( Ac , fit-a • A F ie.A. I /2: *01. ii 44 .T 1 . % • 47 e l c%-i-,; r1204 I ''':1•14 4?‘44.; (2.) ?e.i4 4 .��1 '4 cl To . ,lc4 . r . fr 4 .EE - 4440L e ,Ole441 irrl G1.a0+ aT 2 'f Visml Th W 1- Oci.1 Rcdrrcrc. Wa, ?SO (423', 47- 15 .,. BULL) N( OFPARTikl1FNT REPARED BY F PROJECT • is ' ''� . • �� SHEET NO. _ _ OF O ":"."1-%-'4..s IATE ��? SUBJECT 1013 V0. _ MITCHELL ENGINEERING GINEERING INC . „1 7. I ! �r Recnond. WA 0 ;015: 1<<.74'. Sr;( ow,;r1 rihea +� _ poi c" Ilrati-1 41 e Ling. � ' ► � n4 t. -1- ,� , 714 1.40.41*. I t`& %( jite. 7 i� ti� la. VvA1i . 2,� w /4. 2iso 1V, 1 V� . Lea 1t 1-1A7 ' 7, T 4 17-6. ..)sp . 4 'Tr LA i I w f (S) 14.0v)* of 144 ►, A r!4 rr-k.r LIB Y.C.410 Sri i" L sezta. e3F T A. Fi4LL 4414,14r Ca.1614.7 MEI p 4 4-$' `A+.1 T 4044.6.10- 7404 J*. r r I v"r k c4 To) 604 AL Gre NALL (24'4j wo fJ t i A6t/& , A .s �- t ' �' 57411 .1 ' +' t Trig. Ce4.k .r�. V44LL, 7141's. is 1. .. JI;J4 6.4 Tits F461 :. AG.- ili.11cr • ART PROJECT ' L Gris J5c*-I SUBJECT _F ( 41114 r�G SHEET NO OF _ JOB NO ^ � ‘-o9.2 M _T-riA • 'RE?ARED BY . ROI )ATE t�p MITCHELL ENGMERLNG IN( Irksio1 t41$141 7,41% Avc0A-1 VAitt-1 7 "re; ri,44cai 4 /AT T+ -54&42- A orre=1 V )5T AT 744 4 ` - 1.--1,04*- Aclei J 44T , ,4- L�4ILT. SUBJECT • r =Z1 :MsaA '.N.. Redrtcnd. 'tiAL .'�•),. -12c) iii -; '(w) .DUI.!) ±NC, 4r. a SI-FEET NO. OF IOB NO F. LEE S'1'ENSON INC. 21300 Marine View Dr So. Des Moines WA. 206 -824 -3434 Fax 206 - 824 -3955 2/7/02 AU: Mike RE: Project # 01 -343 Mike I had sent you a letter in February on a cantilever that the framing crew left off of the top story. I am going to add this to a list of other things our City of Tukwila inspector needs addressed. 1. Attachment A. We sistered in 8' 2 x 10's next to the joist that were cut short. The cantilever is 1' 6 ", which gives us a setback from outside plate line of 6' 6 ". These were attached with 16d nails in rows of 3 at 12" o /c. 2. Attachment B. The inspector would like us to address the end of the full high concrete wall and the door that I added. The full high concrete wall returns around the corner 4', then there is a framed wall P1-4 to the next corner. Located 2' from the concrete wall we installed a 3' door. The fill material against the corner of the full height concrete wall is around 3 to 4 feet, which leaves 4 to 6 feet of concrete showing that can not be backfilled against due to site conditions. 3. Attachment C. The entry roof and porch are supported with 4 x 4 post and 2 x 4 sistered to the rear of the posts supporting the deck. 4. Attachment D. We eliminated the window in the utility room which gives us a 4' shear wall to the intersection garage wall and it continues in a uninterrupted shear wall into the garage an additional 3 feet. Can we eliminate the requirement to run the header 24" into the shear wall? (My mistake). 5. We tied all the trusses down with Simpson ties, but you also call for a35, on every bird block. We can du this but is it really necessary? 6. Attachment E. The rear deck, span is 8' with a beam at 6' decked with 2 x 4 outdoor wood. The plans called for 2 x 8's 16 "o.c and I placed 2 x 8' 24" o.c. Need a note from you on that also. Other than that everything is fine. For a framing inspection, the inspecter was in the house Thursday, from 1:00 p.m. to 5:00 p.m., then back in o '40\--oq)_ 0 . .' !. P. 2002 Friday morning from 8:30 until 10:30. If this was all he found we did pretty well. As always I really need this A.S.A.P., I will pay for you to overnight or fax the response to myself. I will check with you on Monday afternoon to see if you got this. Thank you, for the service. Lee n n • t' i._.� • ▪ itv 2002 Li G 11Ie-24-200, l.•?2 RECEIVED WA( 28 200Z DEPARTMENT NT FACING COMPOSITION White Film Adhesive Reinforcing Kraft PHYSICAL PROPERTIES Basis Weight Permeance (WVTR) Bursting Strength Puncture Resistance Tensile Strength Caliper / Thickness Accelerated Aging Low Temperature Resistance High Temperature Resistance Water Immersion Mold Resistance Dimensional Stability Light Reflectance FIRE TESTING Film Exposed Kraft Exposed Flame Spread 10 15 POLYPROPYLENE / SCRIM / KRAFT Meets ASTM C1136, Type tV DESCRIPTION VALUES (ENGLISH) Polypropylene 0.0015 inch Flame Resistant Tri- directional 5 / inch (MD) Fiberglass/Polyester 4 / inch (XD) Natural 11 lbs 13000 ft' TEST METHOD Scale ASTM E66 Procedure A ASTM D774 ASTM C1138 ASTM C1138 Micrometer 30 Days CD 85% RH, 120 °F (49'C) ASTM 01790 -40 °F ( -40 °C) 4 hours 240 •F (116 °C) 24 hours (fp 73'F (23 "C) ASTM C665 ASTM D1204 ASTM C523 UL -723 Smoke Developed WMP -VR 10 5 VALUES (ENGLISH) 17 lbs / 1000 ft' 0.09 perm (grains/hrft'in Hg) eo os) 125 beach units 40 lbs/inch width (MD) 30 Ibsrnch width (XD) O 005 inch No Corrosion No Delamination Remains Flexible No Delar i aticn Remains Flexible No Delamination No Delamination No Growth 0.25% 85' D CAN ULC -S102M Flame Spread 15 Smoke Developed 30 15 45 Pitiysiicat Properties bassi upon statistical averages, Weight i Thickness +1. 10'% LAMTECc CORPORATION VALUES (METRIC) 38.1 micron 20 / 100 mm (MU) 18 / 100 rnm (XD) 18 gm /m' VALUES (METRIC) 83gm /m' 517re/Ns 4 kg / cm' 17 Joules 7Okn /m(MLJ) 5.3kn/m(XD) 203 micron No Corrosion No Delamination Remains Flexible No Delamination Remains Flexible No Delaminati3n No Delamination No Growth 0.25% 85% t3RITISH STANDARD 47t: Parts 6 and Summary Report Class U Surface "LAMTEC" AND "MAP" ARE REGISTERED TRADEMARKS OF LAMTEC CORPORATION Lamtec Corporation Bartley- Chester Road Y.O. dox 37 Flanders, Now Jersey 07836 -0037 USI (973) 584 -5500 (800) 852 -6832 Fax: (973) 664 - 5178 • Permit Number Owner Name Project Address Contact Phone Number 0206 -- 4 13/ 7 t Test Hole No. 1 Test Hole No. 2 1. 1 1. S 2. ' 2. 3 3. g 3. cr Place additional test results on the back. I certify that I conducted or witnessed the Percolation Test Procedure as stated in the City of Tukwila "Percolation Test Procedure" handout and the timed results as stated above are correct. ontractor or Owner's Signature Percolation Test Results Public Works Department City of Tukwila kSTA/SO.zi Co Ai T Uh w/ Ay 4-- wr1-- Timed Test Results Date INCOMPLETE P August 31. 2001 Lee Stenson 144 SW 153rd, Suite C Burien. WA 98166 RE: CORRECTION LETTER #1 Development Permit Application Number D01.092 F Lee Stenson Construction 14116 — 57th Avenue S Dear Mr. Stenson: This letter is to inform you of corrections that must be addressed before your development permit can be approved. AU correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time. the Building Division. Fire Department and Planning Division no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal. a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not he accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely. Brenda Holt Permit Coordinator encl xe: File No. DO1 -1192 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director .o300 .>ouritc'enttir Boulevard, Suite X100 • Tukwila. tt'ashington 0 3183 • Phone: 200 -- 131.3670 • Fax: 20n -431 -3005 October 17. 2001 Lee Stenson 144 SW 153rd Street. Suite C Burien, WA 98166 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D01 -092 F Lee Stenson Construction 14116 — 57th Avenue S Dear Mr. Stenson: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division. Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal. a 'revision sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions. please contact me at (206)431- 3672. Sincerely, cattad Brenda Holt Permit Coordinator encl xc: File No. D01 -092 7,300 . ouncC?r?t2r 3011ievara..:11ire 1 100 • Tukwila, '.1 /ashirii ton ?8138 • Phone: 2 0o-- 131.3o7 0 • Fax: 200 -J31 -300 Steven M. Mullet, Mayor • e; eEEtSTENSON'PROIECT as ,rtNeriltr 4� ,�� `'�1�41112r57 � ' --�V?S d \di \pv.I.st.duc 1121 /1)1 The following comments are based on a preliminary review. Additional information may he needed. Other requirements /regulations may need to be met. 1. Apply for and obtain the following permits /approvals through the City's Permit Center: All applications and plan submittals must be complete in order to he accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information have been supplied. 2r CITY OF"UKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Phone: (206)431 -3670 Channelization /Striping/Signing Curb Cut/Access /Sidewalk Land Altering Fire loop /Hydrant (main to vault) Flood Zone Control Hauling (2,000 Bond, Cert of Ins) Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer 2. Provide a Land Altering Plan (grading plan) elevation change. (TMC 16.54) 3. Provide separate cut and fill volumes on the permit application. 4. Site plans must be prepared by a licensed civil engineer. Er 5. Provide a Geotechnical report prepared and stamped by a licensed Geotechnical Engineer. t. v‘c U, a �.. w Fit-- TiZTlO n . Roa as pNe-r C>F 'E MKT. Ed 6. When hauling 50 cubic yards or more Of soil, construction materials, or construe Lion debris, within the City of Tukwila limits, you must obtain a Hauling Permit from Public Works. 7. Provide water /sewer availability letters. 8. Contact King County Water and Land Resources Industrial Waste Program for a Waste Discharge Permit of approval. Provide a copy of the approval. 9. Water and sewer assessments may apply. This will be determined during the Public Works plan review process. R Provide surface water design per the King County Surface Water Design Manual, current edition. Surface water drainage plan must be prepared by a licensed Civil Engineer for all projects which do not meet the Small Site Drainage Review criteria in the King County Surface Water Design Manual. R 11. Provide erosion prevention and sediment control per the King County Surface Water Design Manual, current edition. Pre Application Checklist PUBLIC WORKS DEPARTMENT Sewer Main Extension (private) to 1 e' ❑ Sewer Main Extension (public) Storm Drainage g Water Main Extension (private) ❑ Water Main Extension (public) ❑ Water Meter (exempt) Water Meter (permanent) [) Water Meter (temporary) Other:%vrzeE -r- use cop. 1' c_ a t n •l t Zorn V ∎ an which shows exig and proposed contours at 2' intervals of t c'- ;LBLIC WORKS DEPARTMENT /Pre- Application Checklist File No.: PRE01 -002 l n n n C I w«li,w iht d& c v2JIO 12. Provide survey using the 1929 NGVD datum and recognized benchmarks. n 13. The finished floor elevation for buildings in a flood plain must be at least 1' above the 100 -year flood elevation per FIRM maps. 14. Provide a traffic analysis /trip generation study when the project will generate 5 or more additional peak hour trips. p / 15. The maximum allowable slope for access roads and driveways is 15 %,. Commercial driveway access shall he 25 -35 feet wide. Residential driveway access shall be 10 -20 feet wide. A residential driveway must he paved for 20' from the property line. 16. Provide the following easements and maintenance agreements: U 1 t Vt Te a 1t � n �..�.1 - Ac c cc; ` n fZ t Ire . E A ski, H,l GNI 7 T7 iwt 17. Provide turnover documents for constructed infrastructure which the Owner will transfer to the City of Tukwila. Turnover packet enclosed. 18. Provide backflow prevention on domestic water, 19. Frontal improvements required include: 20. Proportionate Fair Share Agreement required for: 21. Complete enclosed Business Declaration and return to King County. (Stamped SAL provided) Fr 23. Acc erg .5, Additional Comments: - t'�s lctes� eS to - t[1'l0✓L S - Da va ! \vud J u1 t/a 7.' r- , + , Qzu,!c Cl °t Brei (;4 S r A.ee- 1!`n(J -,c, I vvt L t w% ST e a. i1 NW'r,r -vtid Lad Z t-z 1 41- a tt - I" ke A .- -i «L fl ycit c.t-, t r/ tr s / s re ,z-t Y.4577 _!__,•1 rs, TRc rt r 2.e.... ItLtf I Enclosures: ) P , C�vre. ' / �et�rr ' �c� ��c - emu[ D !rr)�S h t; 4 c # ;t 1 /Grrt:J ti) 7— kc -slo i" c ha f 7 - . ) i'X e 1'_p7 Checklist prepared by (staff): as p rn ,'f I' c'e €q - ttci � :-? " X: 1 Are - .* -e_ Page 2of2 fire, and /or irrigation lines. /1 t6_ X /s-2 aces It) t, 1G ,j. c) t ea t t[ sicl, r('C'.. 5 4)p" A-pp. G / s D /ri EjC.. A- fit ,<<i -j 3 FZ ffa. t U xC: SLU C //e)io Date: U! - 3/ -c) / JOB 104 Lot 3 B1 8 Hillman' Seattle Garden Tracts E•d c abed A.;,. T.A. COMMITMENT SCHEDULE A Page Order No. 405191 The land referred to in this commitment is situated in the county of King, State of Washington, and described as follows: Lot 3 4, 5, 6, 7 and 8, Block 8, Hillman's Seattle Garden Tracts, accor ing to the plat thereof recorded in Volume 11 of Plats, page 24, in Xing County, Washington. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Lots 3 -8, Blk 8, Hillman's Seattle Garden Tracts, Vol. 11, pg. 24 RECEIVED CITY CF MAR 2 9 2001 bo 99162172902 dnuaa..40 pleuoa d�S:IO 00 21 oaa HISNOO NOSN3IS 331 3 *- 99L6Z'3903 woa. wdZt:ZL 00- ZL -3a0 panIaaaa PERMIT CENTER 1 JOB 104 Lot 3 B1 8 Hillman' Seattle Garden Tracts E•d c abed The land referred to in this commitment is situated in the county of King, State of Washington. and described as follows: Lot 3 4, 5, 5, 7 and a, Block 8, Hillman's seatt_e Garden Tracts, accor ing to the plat thereof recorded in Volume 11 of Plats, page 24, in King County, Washington. NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Lots 3 -8, 91k 8, Hillman's Seattle Garden Tracts, Vol. 11, pg. 24 b 99TS2'2902 dnuaa..g pieuoa dtS:TO 00 2T oaQ 81SNOO N0SN31S 331 d 99L6ZVZ90Z wo.11 wd3y:31, 00 - Zl -08 peAtB391 .z,.:.. -.A. COMMITMENT SCHEDULE A Page 2 END OF SCHEDULE A Order No. 40519: RE EI\ ED _ITY CF MAR 2 9 2001 PERMIT CENTER JOB 104 Lot 3 81 8 Hillman' Seattle Garden Tracts c d c abed :'_�z!a.x : :• : . A.:.. °.A. COMMITMENT SCHEDULE A Page I END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: Order No. 405191 The land referred to in this commitment is situated in the county of Piing, State of Washington, and descr;ced as follows: Lot 3 ) 4, 5, 6, 7 and 8, Block 8, Hillmans Seattle Garden Tracts, accor ing to the plat thereof recorded in Volume 11 of Plats, page 24, in King County, Washington. The /allowing may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Lots 3 -8, Blk 8, Hillman's Seattle Garden Tracts, Vol. 11, pg. 24 RECEIVED CITY %2F TUK•,`," !.a MAR 2 9 2001 99I82b2902 dnuaa..40 pTeuoa dLS :IO 00 21 0. HlSNOO NOSN3IS 331 9916Zt7390Z wo.11 wdZ7: Z l 00-Z I-030 pan i aOaa PERMIT CENTER JOB 104 Lot 3 81 8 Hillman' Seattle Garden Tracts g•d E abed A.:..T.A. COMMITMENT SCHEDULE A Page The land referred to in this commitment is situated in the county of King, State of Washington, and described as follows: Lot 3 4, 5, 6, 7 and 8, Block 8, Hillmans Seattle Garden Tracts, accor ing to the plat thereof recorded in Volume 11 of Plats, page 24, in Ding County, Washington. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Lots 3 -8, Blk 8, Hillmans Seattle Garden Tracts, Vol. 11, pg. 24 b 9916Zb2902 dnuaaJD pTeuoa dLs :TO 00 ZT oaa H.iSN00 NOSN3IS 331 9916ZP3903 woJ4 wdZb =Z1 00 - Z1 - 080 paniaaa8 Order No. 405191 MAR 2 9 2001 PEPMMT 1Y ENTER JOB 104 Lot 3 81 8 Hillman' Seattle Garden Tracts e•d c abed A.:.,. _ .A. COMMITMENT SCHEDULE A Page 2. Order :1c. 403 :91 The land referred to in this commitment is situated in the county of King, State of Washington, and described as _follows: Lot- Q 4, 3, 6, 7 and 8, Block 8, Hillman's Seattle Garden Tracts, accor•irg to the plat thereof recorded in Volume 11 of Plats, page 24, in King County, Washington. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Lots 3 -8, 31k 8, Hillman's Seattle Garden Tracts, Vol. 11, pg. 24 RE _ .Q �ITY 'FT.i"V"La MAR 2 9 2001 b 991 621,2902 dnuaa.Jg p 1 euoj dtg : I0 00 21 oaQ H1SNO0 NOSN3IS 331 3 '- 9916Zb290Z woJ4 wdZi: L 00- 2L -380 pania3aa PERMIT CENTER April 9, 2001 Lee Stenson 144 SW 153rd, Suite C Burien, WA 98166 Dear Mr. Stenson: Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. D01 -092 City of Tukwila Department of Community Development RE: Letter of Incomplete Application #1 Development Permit Application Number D01 -092 F Lee Stenson Construction 14116 — 57th Avenue S Planning Division: Nora Gierloff, Associate Planner, at (206)431 -3670, if you have any questions regarding the attached. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Steven M. Mullet, Mayor Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 29, 2001, is determined to still be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Public Works Department: Jill Mosqueda, Development Engineer, at (206)433 -0179, if you have any questions regarding the following: 1. Provide cut and fill volumes, percolation test and water availability letter. 2. Provide a complete site plan. 3. See attached Public Works handout for details. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a 'Revision Sheet' must accompany every resubrnittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 DATE: April 3, 2001 PROJECT NAME: Stenson Residence PLAN CHECK NO.: D01-092 CANora'sFiIes\ LETTERSWO 1 -092. DOC PLANNING DIVISION COMMENTS Plan Reviewer: Contact Nora Gierloff at (206) 431-3670 if you have any questions regarding the following comments. 1. The northern fireplace intrudes 1.5 feet into the required 5' side yard setback. Please revise to meet setbacks. 1 y1.- • , /NV P1 ofr F. LEE STENSOX CONSTRUCTION, INC. 10/15/02 City of Tukwila Permit Center 6300 Southcenter Blvd. STE #100 Tukwila, WA 98188 Attn: Stefania Spencer RE: Permit App. # D01 -092 Dear Stefania, Thank you for your prompt attention to this matter, Jonica Combs For Lee Stenson, President F. Lee Stenson Construction, Inc. 21300 Marine View Dr. S Des Moines, WA 98198 206 - 824 -3434 206 -824 -3955 I' C,. F ;_ This letter is in response to your letter dated Oct. 3, 2003. We received this letter today Oct. 15"'. This is due to the fact that your department inside of the City of Tukwila office, for some reason, still has our old address on file. Please update your records to include our new address that we have had since January 1, 2002. The correct address is at the top of this page. Enclosed please find a copy of the inspection record indicating OK to final and permit complete. Also enclosed is a copy of the signed off permit for that property as well as a copy of the signed off mechanical permit. Please correct your records and note that this same error occurred on another job on 136 St. a few months ago. If there is anything else we can do for you to assist you in maintaining a more accurate database, please feel free to call the number above and we will be happy to help in any way we can. • i4 4 I I I I I I I I I COMMENTS: T 4' Inspection. /' Address: V fii /6 57 AV S i I . c_\; Special Instructions e „9„ ,e, Date Wanted /) a �+,..�► A — & E C ,, 2'� �-- t �. 1_c'_ i C / . 5-7PO , � (. CV S 77 T 4' Inspection. /' Address: V fii /6 57 AV S Date Called -/� — o ff Special Instructions e „9„ ,e, Date Wanted /) a Requester 4E-&--- 57-Pt/So-ti Ph a No: (? ) q3 - ':27$ 22- INSPECTION NO. ED Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D' / PERMIT NO. (206)431.3670 Corrections required prior to approval ector: i lleceipt No.: i Date: Date: Zi — E'2 47.00 REINSPECTION FEE EQUIRED. Prior to ins ' ection, fee must be aid at 1300 Southcenter Blvd., Suite 100. Call to s hedule reinspection. When calling for inspections, please state the permit number, project name, site address, type of inspection dal inspection is needed (AM or PM, contact person's name and phone num V CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE f REVISIONS All Fire inspections must be completed and approved prior to Fire Final. All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. All required inspections, including mechanical, electrical, plumbing and gas piping must be approved prior to Building Final. PUBLIC WORKS INSPECTIONS DATE INSP . COMMENTS Curb Cut/Access/Sidewalk = .1'. ' " � - Channelization/Striping . ® Fire Loop Hydrant. . C ( ( J ) 2. , Flood Zone Control Mechanical Final MM. . . . Land Altering Vrkivagi grlafinamim l l:S . Hauling/Moving Oversized Load Building Final * * ** z1 A I2tvr, Landscape Irr g tion ILA MN W:1 Sanitary Side Sewer Sewer Main Extension =NM Storm Drainage Unrattir'_ Street Use Water Main Extension W Meter Exempt ater Iffil Water Meter Permanent MIMI Water Meter Temporary MIMI When calling for inspections, please state the permit number, project name, site address, type of inspection dal inspection is needed (AM or PM, contact person's name and phone num V CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE f REVISIONS All Fire inspections must be completed and approved prior to Fire Final. All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. All required inspections, including mechanical, electrical, plumbing and gas piping must be approved prior to Building Final. FINAL INSPECTIONS DATE INSP COMMENTS Fire Department* " � - Planning Department ** . X Public Works Department * ** C ( ( J ) 2. L �4 Mechanical Final � _ . Special Inspection Final Letters Rec'd Building Final * * ** z1 A I2tvr, _4 l When calling for inspections, please state the permit number, project name, site address, type of inspection dal inspection is needed (AM or PM, contact person's name and phone num V CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE f REVISIONS All Fire inspections must be completed and approved prior to Fire Final. All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. All required inspections, including mechanical, electrical, plumbing and gas piping must be approved prior to Building Final. MECHANICAL INSPECTIONS DATE r. INSP COMMENTS Rough -in (before insulating) " � - Rough -in for Cover • Smoke Detector Shut -off , Fire/Smoke Damper Testing M _ . When calling for inspections, please state the permit number, project name, site address, type of inspection dal inspection is needed (AM or PM, contact person's name and phone num V CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE f REVISIONS All Fire inspections must be completed and approved prior to Fire Final. All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. All required inspections, including mechanical, electrical, plumbing and gas piping must be approved prior to Building Final. FIRE INSPECTIONS DATE INSP COMMENTS Fire Sprinklers Fire Alarm Fire/Smoke Damper Testing When calling for inspections, please state the permit number, project name, site address, type of inspection dal inspection is needed (AM or PM, contact person's name and phone num V CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE f REVISIONS All Fire inspections must be completed and approved prior to Fire Final. All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. All required inspections, including mechanical, electrical, plumbing and gas piping must be approved prior to Building Final. CITY OF TUKWILA INSPECTION RECORD Call for Inspection - 8:30 a.m. to 5:00 p.m. Monday - Friday Building/Mechanical Inspections — 206 -431 -3670 Planning Inspections — 206 -431 -3670 Fire Department Inspections — 206 -575 -4407 Public Works Inspections — 206 - 433 -0179 PERMIT NUMBER: �z When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PM), contact person's name and phone number. .3 96 -63e -z NOTE: A reinspection fee may be assessed for each inspection or reinspection when such portion of work for which inspection is called is not complete or when corrections called for are not made. Reinspection fees may be assessed when the inspection record card is not posted or otherwise unavailable on the work site. the approved plans are not readily available to the inspector, for failure to provide access on the date for which inspection is requested, or for deviating from plans requiring the approval of the building official. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE In addition to the above listed inspections, Special Inspection is required on the types of work checked below: 0 Piling, piers and caissons ❑ Bolts in concrete ❑ High strength bolting ❑ Prestressed reinforcing steel O Retaining walls Concrete floor slab 0 Reinforced gypsum concrete 0 Welding [] Insulating concrete fill ❑ Other: Structural masonry Shotcrete Moment resisting concrete frame Grading, excavation/fill A final letter from the Special Inspection Test Lab shall be required upon completion of Special Inspections noted above. i BUILDING INSPECTIONS DATE INSP COMMENTS Pre - Construction Meeting we Im1 IMS Pre - Demolition r •/irimIoTA Foundation Footing r.:1 =j�/!l11►V.Kriatil Foundation Walls ; ': Footing Drains t;4.1rAvra ' Under Floor Framing 47,111•11161 Rid ay'4 I Slab Insulation M.; - V Roof Sheathing Nailing *), MEM IPA SA I III Shear Wall Nailing and Extr Sheathi. g , 1 4 ' i!1 almi , / J� ' ` Masonry Ch]mney (at mid point) Framing (rough -in electrical, mechanical and plumbing to be 1 approved prior to framing inspect] • p -�2 i • a`a Ma — IIMI MI �� Glazing ARM:A _ _.,.,. K lr"a�l Wall Insulation # , � Floor Insulation 'eiling/Roof Insulation M�J��,,, y _ Interior Wallboard Fastening � /firf �'] j'((��i Suspended Ceiling !� `y �,,* r i Lighting Equipment/Con o / ,,� t L s� ► : a Ai Al � A -/ ►.�. i iv PECIAL INSPE TIO S `v'' CITY OF TUKWILA INSPECTION RECORD Call for Inspection - 8:30 a.m. to 5:00 p.m. Monday - Friday Building/Mechanical Inspections — 206 -431 -3670 Planning Inspections — 206 -431 -3670 Fire Department Inspections — 206 -575 -4407 Public Works Inspections — 206 - 433 -0179 PERMIT NUMBER: �z When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PM), contact person's name and phone number. .3 96 -63e -z NOTE: A reinspection fee may be assessed for each inspection or reinspection when such portion of work for which inspection is called is not complete or when corrections called for are not made. Reinspection fees may be assessed when the inspection record card is not posted or otherwise unavailable on the work site. the approved plans are not readily available to the inspector, for failure to provide access on the date for which inspection is requested, or for deviating from plans requiring the approval of the building official. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE In addition to the above listed inspections, Special Inspection is required on the types of work checked below: 0 Piling, piers and caissons ❑ Bolts in concrete ❑ High strength bolting ❑ Prestressed reinforcing steel O Retaining walls Concrete floor slab 0 Reinforced gypsum concrete 0 Welding [] Insulating concrete fill ❑ Other: Structural masonry Shotcrete Moment resisting concrete frame Grading, excavation/fill A final letter from the Special Inspection Test Lab shall be required upon completion of Special Inspections noted above. i am PUBLIC WORKS INSPECTIONS DATE INSP COMMENTS sy 1 ; ... ' Me � MI Curb Cut/Access/Sidewalk A raI Fire Department IN C anneltzation/Striping - "' Planning Department * Fire Loa s Hydrant Smoke Detector Shut -off ` F ood Zone Control Public Works Department * ** Fire/Smoke Damper Testing Land A tenng Mechanical Final AI ir" Lan. scape Irrigation ' irr Sanitary Side Sewer Building Final * * ** Sewer Main Extension Street Use Water Main Extension Water Meter Exempt Water Meter Perrnanent Water Meter Temporary am FINAL INSPECTIONS DATE DATE INSP sy 1 ; ... ' Me � MI COMMENTS A raI Fire Department IN -in for Cover - "' Planning Department * El Rough Smoke Detector Shut -off Public Works Department * ** Fire/Smoke Damper Testing Mechanical Final AI ir" Special Inspection Final Letters R ' irr Building Final * * ** am MECHANICAL INSPECTIONS DATE INSP INSP NEVOZyj►��',�5, '' sy 1 ; ... ' Me � MI Rough -in (before insulating) A raI „ IN -in for Cover - "' '%— El Rough Smoke Detector Shut -off Fire/Smoke Damper Testing CITY C7 TUKWILA INSPECTION RECORD When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PRA), contact person's name and phone number. -- L REVISIONS All Fire inspections must be completed and approved prior to Fire Final. - All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. All required inspections, including mechanical, electrical, plumbing and gas piping must be approved prior to Building Final. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANC FIRE INSPECTIONS DATE INSP COMMENTS Fire Sprinklers Fire Alarm Fire/Smoke Dam r Testing CITY C7 TUKWILA INSPECTION RECORD When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PRA), contact person's name and phone number. -- L REVISIONS All Fire inspections must be completed and approved prior to Fire Final. - All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. All required inspections, including mechanical, electrical, plumbing and gas piping must be approved prior to Building Final. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANC CITY OF TUKWILA INSPECTION RECORD Call for Inspection - 8:30 a.m. to 5:00 p.m. Monday - Friday Building/Mechanical Inspections — 206 -431 -3670 Planning Inspections — 206 - 431 -3670 Fire Department Inspections — 206 -575 -4407 Public Works Inspections — 206 -433 -0179 When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PM), contact person 's name and phone number. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE NOTE: A reinspection fee may be assessed for each inspection or reinspection when such portion of work for which inspection is called is not complete or when corrections called for are not made. Reinspection fees may be assessed when the inspection record card is not posted or otherwise unavailable on the work site, the approved plans are not readily available to the inspector, for failure to provide access on the date for which inspection is requested, or for deviating from plans requiring the approval of the building official. I SPECIAL INSPECTIONS In addition to the above listed inspections, Special Inspection is required on ❑ Piling, piers and caissons ❑ Concrete floor slab ❑ Bolts in concrete ❑ Reinforced gypsum concrete ❑ High strength bolting ❑ Welding ❑ Prestressed reinforcing steel ❑ Insulating concrete fill ❑ Retaining walls ❑ Other: A final letter from the Special Inspection Test Lab shall be required upon completion of Special Inspections noted above. PERMIT NUMBER: / - G 3 57 the types of work checked below: ❑ Structural masonry ❑ Shotcrete ❑ Moment resisting concrete frame ❑ Grading, excavation/fill BUILDING INSPECTIONS DATE INSP COMMENTS Pre - Construction Meeting Pre- Reroof Pre - Demolition Foundation Footing Foundation Walls Footing Drains Under Floor Framing Slab Insulation 1 Roof Sheathing Nailing Shear Wall Nailing and Exterior Sheathing Masonry Chimney (at mid point) Framing (rough -in electrical, mechanical and plumbing to be approved prior to framing inspection) Glazing Wall Insulation Floor Insulation Ceiling/Roof Insulation _ Interior Wallboard Fastening Suspended Ceiling Lighting Equipment/Controls CITY OF TUKWILA INSPECTION RECORD Call for Inspection - 8:30 a.m. to 5:00 p.m. Monday - Friday Building/Mechanical Inspections — 206 -431 -3670 Planning Inspections — 206 - 431 -3670 Fire Department Inspections — 206 -575 -4407 Public Works Inspections — 206 -433 -0179 When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PM), contact person 's name and phone number. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE NOTE: A reinspection fee may be assessed for each inspection or reinspection when such portion of work for which inspection is called is not complete or when corrections called for are not made. Reinspection fees may be assessed when the inspection record card is not posted or otherwise unavailable on the work site, the approved plans are not readily available to the inspector, for failure to provide access on the date for which inspection is requested, or for deviating from plans requiring the approval of the building official. I SPECIAL INSPECTIONS In addition to the above listed inspections, Special Inspection is required on ❑ Piling, piers and caissons ❑ Concrete floor slab ❑ Bolts in concrete ❑ Reinforced gypsum concrete ❑ High strength bolting ❑ Welding ❑ Prestressed reinforcing steel ❑ Insulating concrete fill ❑ Retaining walls ❑ Other: A final letter from the Special Inspection Test Lab shall be required upon completion of Special Inspections noted above. PERMIT NUMBER: / - G 3 57 the types of work checked below: ❑ Structural masonry ❑ Shotcrete ❑ Moment resisting concrete frame ❑ Grading, excavation/fill October 3, 2002 Lee Stenson 144 SW 153rd, Suite C Burien , WA 98166 RE: Permit Application No. D01 -092 14116 57th Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Xc: Permit File No. 001 -092 Bob Benedicto, Building Official City of Tukwila Department of Community Development Steve Lancaster, Director • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Steven M. Mullet, Mayor This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a onetime extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to November 18, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 j Wa11a{' b v....-.. ..i. Revision No. Date Staff Received I Initials Date Staff Issued i Initials oarasararossviarmir Summary of Revision: I Received By: Revision No. Date Received Staff Date Initials Issued ► Staff 1 Initials 111111111111r+11111110 WIAMIARAMINI I Summary of Revision: By: Summary of Revision: Received By: Revision Date No. Received Staff Initials Date Staff Issued Initials ter+. • ' I Summary of Revision: Received By: Revision No. Date Received Staff I Initials Date Issued Initials Summary of Revision: Received By: PROJECT NAME: S .7•/SOMf PER JO : . 1)4/ -4/9 z Site Address: /W a• .S/ 4v S - Original Issue Date: 42 •ii Revision No. Summary of Revision: Date Received 4ZS•O REVISION LOG Staff Initials K.f.5 ,1, fr Ai/. <it/ Received Bv: Date Issued iplease print) Staff Initials )please print) (please print) (please print) • DEPARTMENTS: Building Division n Public Wor . s i r1 Complete ACTIVITY NUMBER: D01 -092 DATE: 10 -26 -01 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP PROJECT NAME: F. LEE STENSON CONSTRUCTION SITE ADDRESS: 14116 -- 57 AVENUE SOUTH ,�- Original Plan Submittal XX Response to Correction Letter #2 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTING: Please Route Er Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions Fire Prevention Fi C REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Response to Incomplete Letter # = Revision # After Permit Is Issued Planning Division LI Permit Coordinator LI DUE DATE: 10-30-01 No further Review Required DUE DATE 11 -27 -01 Not Approved (attach comments) LI i4 Not Applicable in n DUE DATE Not Approved ;attach comments) n DATE: ACTIVITY NUMBER: D01 -092 DATE: 9 -13 -01 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP PROJECT NAME: F. LEE STENSON CONSTRUCTION SITE ADDRESS: 14116 57 Av S SUITE # Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # DEPARTMENTS: Buildi g ivision RI Fire Prevention 11- - trot 'lu- q - t9 Pu • Iic Wor s Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9-18 -01 Complete [A Incomplete ri Not Applicable n Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved F7 Approved with Conditions REVIEWER'S INITIALS: MiNti CORRECTION DETERMINATION: Approved 1PRRO U T E.00C 5/99 Not Approved (attach comments) D E. 2� (�✓l r /.l ' ID - t'l - c L Approved with Conditions REVIEWER'S INITIALS: Revision # n After Permit Is Issued Plann n� i vision F 2 -m of Permit Coordinator No further Review Required DATE: DUE DATE 10 -16 -01 n DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Buildir"��f Division fZ 'J -o/ Public Wo ks TUES /THURS ROUTING: Please Route f _RMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -092 DATE: 8 -15 -01 PROJECT NAME: LEE STENSON CONSTRUCTION INC SITE ADDRESS: 141XX 57 AVENUE SOUTH Original Plan Submittal Response to Correction Letter # DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-16-01 Complete Incomplete n Not Applicable Comments: Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten clays) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.000 5/99 Fire Prevention Structural Approved with Conditions REVIEWER'S INITIALS: XX Response to Incomplete Letter #1 Revision # After Permit Is Issued n ,o Planning Division It(Ae1, Permit Coordinator n No further Review Required DATE: DUE DATE 09 -13 -01 Not Approved (attach comments) fit DATE: DUE DATE Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 001 -092 DATE: 3 -29 -01 PROJECT NAME: LEE STENSON CONSTRUCTION INC SITE ADDRESS: 141XX 57 AVE SO SUITE NO: Original Plan Submittal Response to Incomplete Letter /# DEPARTMENTS: Building Division Public W rks, DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete C Comments: Response to Correction Letter # tea.► Please Route 2).01 TUES/THURS ROUTING: C rl,-- Fire Prevention Structural Incomplete Efp1,11kil Structural Review Required ri No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) \AMOUR .IMA' l CORRECTION DETERMINATION: Approved n Revision # After Permit Is Issued Planning Division d i I t: ,1 3 �'( Permit Coordinator M DUE DATE: 4 -3 -2001 Not Applicable LI DATE: DUE DATE 5- 1-2001 Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Approved with Conditions [1 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: PROJECT NAME: SITE ADDRESS: Original Plan Submittal Response to Correction Letter # DEPARTMENTS: -� 1 -10Az- Bu llmg ivision Pub is Works I , j.I'M kk. - DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: TUES/THURS ROUTING: Please Route a Structural Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP Approved with Conditions D01 -092 DATE: 06 -25 -02 fev15011 I X4.1 I (v A U S. Response to Incomplete Letter # X Revision # I After Permit Is Issued Fire Prevention lin Ill. (j• -U2- Structural n Incomplete ❑ LETTER OF COMPLETENESS MAILED: Bldg ❑ Fire ❑ Ping ❑ PW ❑ DATE: PERMIT COORD WrY Planning Division 1l ',_ z . ? -07. Permit Coordinator C ❑ DUE DATE: 06-27-02 Not Applicable ❑ Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required Staff Initials: DUE DATE: 07 -25 -02 Not Approved (attach comments) n DATE: z I- Z O 0 t, 0 • U. w 0 g tL O LLI w U to 0 )- w u. t t z C) O F- Z ACTIVITY NUMBER: D01 - 092 PROJECT NAME: ehSOh SITE ADDRESS: l 4 I I to G7 Ay S. DEPARTMENTS: Building Division Public Works TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # t After Permit Is Issued se PLAN REVIEW/ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete AA Incomplete ❑ Comments: HrQpcA 6e. Caw.SSO Structural Review Required APPROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Notation: p cac9 t REVIEWER'S INITIALS: - ►'.�- C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ pw ❑ DATE: 06 -25 -02 Planning Division Permit Coordinator DUE DATE: 06 -27-02 Not Applicable cli.o.e1Voki ? Ft L Pi'acut (DIA1C) Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ P1V ❑ Staff Initials: No further Review Required ❑ DATE: 11,1.. 07 DUE DATE: 07-25 -02 Not Approved (attach comments) ❑ 2 .( t 2E,o Foe Fi N ; c_ok SlAstMfA r DATE: — 7— 0-0 Z- Staff Initials: ACTIVITY NUMBER: D01 -092 PROJECT NAME: 6}CR5011 SITE ADDRESS: 1 4.11(0 G1 AV S. DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: REVIEWER'S INITIALS: - S"/`I -/ APPROVALS OR CORRECTIONS: Documentshoutmg slip.dt c 2 -28 -02 Original Plan Submittal Response to Correction Letter # PLAN REVIEW/ROUTING SLIP Fire Prevention Structural Incomplete �4 DATE: 06 -25 -02 Response to Incomplete Letter # "%Revision # I After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 06 -27 -02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Revi w Required ❑ No further Review Required A:1 DATE: DUE DATE: 07 -25-02 Approved C Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -092 PROJECT NAME: S+e hseht SITE ADDRESS: I 4 I I to 51 AV. So . Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works Documents/routing slip,doc 2 -28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DATE: 06 -25 -02 Response to Incomplete Letter # 3C ',Revision # 1 After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 06 -27-02 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 ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DATE: 6 - Z.X' OZ DUE DATE: 07 -25 -02 Approved ❑ Approved with Conditions C Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: z 1 w U Q CO U! w p tL i/2 D a w VO w O • — 01-. ww U. W Z v c o 0 I DEPARTMENTS: Building Division Public Works REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documentshouting sl ip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -092 DATE: 06 -25 -02 PROJECT NAME: S+ew;eh SITE ADDRESS: t 4 t (0 61 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # *Revision # 1 After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete ❑ Planning Division Permit Coordinator DUE DATE: 06 -27 -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 ❑ Structural Review Required ❑ No further Review Required DATE: 4/21/02. DUE DATE: 07-25 -02 Approved ❑ Approved with Conditions C 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 -092 DATE: 10 -26 -01 PROJECT NAME: F. LEE STENSON CONSTRUCTION SITE ADDRESS: 14116 - 57 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter #2 Revision # After Permit Is Issued DEPARTMENTS: Building Division LI Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete C, TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: ti--- CORRECTION DETERMINATION: Approved Fl \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions n n Planning Division n Permit Coordinator DUE DATE: 10 -30-01 C Not Applicable n Comments: No further Review Required DATE: 1 U ' DUE DATE 11 -27 -01 C Not Approved (attach comments) n DATE: » DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -092 DATE: 9 -13 -01 PROJECT NAME: F. LEE STENSON CONSTRUCTION SITE ADDRESS: 14116 57 Av S SUITE # Original Plan Submittal Response to Incomplete Letter # K . Response to Correction Letter # # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete C Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS:,. 4 -� APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP P REVIEWER'S INITIALS: —44 Fire Prevention ri Planning Division Structural Incomplete ri Structural Review Required Approved with Conditions Permit Coordinator DUE DATE: 9-18-01 Not Applicable No further Review Required DATE: coq. t i . i DUE DATE 10 -16 -01 Not Approved (attach comments) DATE: 1 o . 1 6 . e . ) CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Z �Z �w File #: D01 -092 o o w Date: 10.16.01 u . Reviewer: o L. Jill Mosqued � � w Project Name: Lee Stenson Construction 14116 57 Ave S The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433-0179, if you have any questions regarding the following comments. Geotechnical 1. From the information you provided, this site has slopes between 20 -30 %. This triggers a geotechnical report which must meet both the limited report requirements and the requirements listed under the Building Permits topic in the enclosed letter dated October 3, 2001. The City wants an updated geotechnical report. 2. Please provide evidence that AESI or another equally competent geotechnical firm has reviewed the plans prior to final design completion. (Pg. 14 of report) 3. Add a note to the plans stating that "Contractor shall meet all recommendations for erosion prevention, site preparation, and structural fill spelled out in the geotechnical report by Associated Earth Sciences, Inc., dated Projects /SFR /D01 -092 stenson comm 2 1 10.16.01 DO1 -092 Comment 2 Grading and Drainage Plan: 1. Because the storm drain pipes will be on 18% slopes, please refer to the enclosed King County Surface Water Design Manual excerpts and provide a detailed drawing for the storm drain pipes. The pipes shall be high density polyethylene. If the pipe will be above ground, it must be o o anchored per detail 4.2.1.B. If below ground, you must provide a trench N W detail and material descriptions. Specify a pipe joint that is water tight. o Please remember, depending on your design, the pipes may require w energy dissipation at the outlet end which should be included in the 5 design. 1 a 2. Please provide a description of your fill material that meets the geotechnical recommendations. Water Supply and Water Meter w 1. Provide the pipe sizes and materials. o o 2. Indicate the water meter size. o co of w u. o w z P Projects /SFR /DO1 -092 stenson comm 2 2 ACTIVITY NUMBER: D01 -092 DATE: 9 -13 -01 PROJECT NAME: F. LEE STENSON CONSTRUCTION SITE ADDRESS: 14116 57 Av S Original Plan Submittal Response to Incomplete Letter # X SUITE # Response to Correction Letter # i Revision # After Permit Is Issued DEPARTMENTS: Building Division Public. Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9-18-01 Complete h Comments: TUES/THURS ROUTING: Please Route 1 1 REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Fire Prevention Structural Incomplete pi Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) AMY Approved li Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Approved with Conditions fl n DATE: Planning Division Permit Coordinator Not Applicable No further Review Requjred n DUE DATE 10 -16 -01 DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -092 DATE: 9 -13 -01 PROJECT NAME: F. LEE STENSON CONSTRUCTION SITE ADDRESS: 14116 57 Av S SUITE # Original Plan Submittal K Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved 1PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP 1 1 C C CORRECTION DETERMINATION: 11 Fire Prevention Structural Incomplete Structural Review Required p„ Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: DATE: [xl REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-18 -01 Not Applicable No further Review Required DATE: ; % //f / DUE DATE 10 -16 -01 Not Approved (attach comments) n DUE DATE, Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -092 DATE: 9 -13 -01 PROJECT NAME: F. LEE STENSON CONSTRUCTION SITE ADDRESS: 14116 57 Av S SUITE # Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Approved \PRROUTE.DOC 5/99 APPROVALS OR CORRECTIONS: (4 weeks) n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUESITHURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: Approved with Conditions C n Planning Divkirm Permit Coordinator DUE DATE: 9-18-01 Not Applicable l No further Review Required DATE: CI - � " C7 ' DUE !)ATE: 10 -16 -01 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved I I Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: W g u 2W u . 0 N 3 w § w U U. U o z ACTIVITY NUMBER: D01 - 092 DATE: 8 - - PROJECT NAME: LEE STENSON CONSTRUCTION INC SITE ADDRESS: 141 XX 57 AVENUE S Original Plan Submittal XX Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works s Complete Comments: APPROVALS OR CORRECTIONS: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural MEMEL DETERMINATIONy OF COMPLETENESS: (Tues., Thurs.) Incomplete n Approved Condition CORRECTION DETERMINATION: Approved U Approved with Conditions REVIEWER'S INITIALS: n n Planning Division Permit Coordinator n DUE DATE: 8 -16-01 Not Applicable n TUES /THURS ROUTI G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: 1 11111•1===s DUE DATE: 9 -13-01 Not Approved (att( :h co ments) DATE: .� p' • DUE DATE Not Approved (attach comments) P1 DATE: PERMIT NO.: DV('' C.,..r BUILDING PERMITS INSPECTIONS p 00(101 Progress Inspection Status p 11000 Pre-construction p 110003 Investigation p 00004 OK In Occupy p 110005 Remove Stop Work Order p 11)11116 hollow -up p 1)01)07 Pre-glove Inspection p 011050 \VSI-:C Residential 0 111106(1 -WA Ventilationi Indoor : \O(.' p (00711 NI.EA InspeclinniNlodular Struct p (1(11171 ftlnhile I lorne fie Down Imp p 0007 r Carriage Lines p 0009(1 Resteel 00095 Fooling Drains (1011)11 Foundation Footings 1102110 Foundation Walls 110250 Foundation Insulation p 00300 Concrete Slab /Slab Insulation p 00.350 Crawl Space 011.011 Shear Walt Nailing 00450 1111511( Roof Sheathing Nailing 1111525 Plywood Deck Nailing p 0055(1 Exterior Wall She;uhing p 11(16111) Masonry Chimney 006111 Chimney Installation/All f■pcs 1)1)701) bromine (1073(1 Roof/Ceiling Insulation 11118111) Fluor Insulation )0801 Wall Insulation (1081)2 Exterior Roof Insulation )0803 Glazing Inspection p (111815 Lighting and Controls O 00900 Suspended Ceiling )1000 Interior Wallboard hastening p 010111 Exterior Wallboard Fastening p 01 110 Pre -Alove Inspection p 111 I I5 motor Inspection p 01120 Pre-Demo p 01140 Pre- reronf O 1)1.11111 Final -Fire 01700 Final- Iluilding 01 Final - Remo(' O 03100 Site Visit p 04000 Special - Concrete p 04001 Special - Illls in Concrete [] 04001 Special -glom /Resist Cone Frame p 041)03 Special- Reinl' Steel Prestress p 0411114 Special- Welding O 1)4005 Special -I ligh- Strength Bolting p 041)06 Special - Structural NIasnury p 0.1007 Special -Rein( Gypsum Concrete O 0.11)08 Special - Insulating Cone Fill p IN009 Special -Spray Fireproofing p 0.1011) Special - Piling, Piers. Caissons p (14(111 Special- Shotcrete O 11.1012..... .. Special - Grading. Excav /Fill O 1141113 Special- Retaining Wall p 0.11)14 Special - Panels O 04015 Special -Smoke Control System Plywood \Val( Sheathing TENANT NAME: L - CONDITIONS 11111)1 No changes lo plans unless apprnted by llldg I)i% 111111) Special inspection required. notify Bldg Div O 0011 Special inspector shall submit final signed report O (((II2 . New ceiling grid & light fixture shall meet lateral bracing O 111111 Partition walls attached to ceiling grid p 11111.1 Readily accessible access to root' mounted equipment O 111115 Engineered truss drawings & calcs shall he on site O 0016. Exposed insulation backing material O n017 . Suhgrade preparation including drainage. excavation p 0018 Statement from roofing contractor verifying lire retardant class ol'rp„f 0111') . .... , \II construction to he done in conrormance unapproved plans p "No wok shall be donne in addition to those modifications..... 1)1)1)2 .. . Plumbing permits shall be obtained through King Co p UI0 Structural ohsert alma shall he pros ided for this project p 01(2 13 i . , \11 Moil preparation establishments must have King Co 111122 ... Dire retardant treated wood shall have flame spread of 0023 ........ Notify Building Division prior to placing ally concrete p 111124 . All spray applied fireproofing shall he special inspected O 0II 5 All wood In remain in placed concrete shall he treated p 111126 .. All structural masonry shall he special inspected 0057 Validity I'ennil • p 111128 of I(ack storage requites separate permit 00111 Electrical penuns obtained Ihnnaeh I. & I p 00)1► No occupancy of budding until final insp by Illdg Div p 1►0i? Reprove all weeds. concrete, stone I uuulatuu►s. Oaf concrete p 0036 Nluufacturers mstallalion instructions required on site p - 1 0 1 .5 maximum allowed per 1')'17 WA State Energy Cade" 0 111131 Contact P \V I)iv to obtain insp for water /sewer connect O 003)1 ,\ C ol'O will he required liar this permit O 111139 . Final approval for all I'l w /in the limits nl'die SC Mall ►004. :\11 mechanical work shall he under separate permit 3 00•(0 All construction noise to he in compliance with 8 2 1'rIC' p 0041 0005 . Vcntilalioa is required fur all new rooms & spaces . All permits, insp records & approved plans available O 0006 . All structural concrete shall be special inspected p ". \ppticant shall obtain a separate plumbing permit from King Co'' p - Anchoring -- All new construct and substa improvement shall he anchored to prevent flotation" p 1/1107 . All structural welding shall he done by \VAR() certified inspector O 0008 All high-strength bolting shall he special inspected p 1111119 Bolts installed in concrete shall he special inspected p 0031 Comply with requirements of I'ft1C 16.01 p 0014 Removal of septic Ianks require approval and compliance tt ith King Co Health 1)ept. p ••11htam required inspections from appropaiate water & setter districts" p "Fuel burning appliances p •'APtlianccs. (()rich generate O "11'ater heater shall be anchored . O "Remo)" PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 092 DATE: 8 - - PROJECT NAME: LEE STENSON CONSTRUCTION INC SITE ADDRESS: 141XX 57 AVENUE SOUTH Original Plan Submittal DEPARTMENTS: Building Division Public Works Approved CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Response to Correction Letter # C C Fire Prevention pi Planning Division Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Et Comments: Incomplete n TUES /THURS ROUTING: Please Route LI Structural Review Required REVIEWER'S INITIALS: V� APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions I I XX Response to Incomplete Letter #1 Revision # After Permit Is Issued REVIEWER'S INITIALS: REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 8 -16-01 Not Applicable No further Review Required DATE: ', DUE DATE 09 -13 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -092 DATE: 8 -15 -01 PROJECT NAME: LEE STENSON CONSTRUCTION INC SITE ADDRESS: 141 XX 57 AVENUE SOUTH Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete Please Route Approved \PRROUTE.DOC 5/99 Response to Correction Letter # DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS:,/" APPROVALS OR CORRECTIONS: (ten clays) Il Approved REVIEWER'S INITIALS: Structural Incomplete Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved with Conditions Fire Prevention n REVIEWER'S INITIALS: XX Response to Incomplete Letter #1 Revision it After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 8 -16-01 No further Review Required DATE: CR.IE . U� DUE DATE 09 -13 -01 s Not Applicable n Not Approved (attach comments) hc R/ DATE: s 1N.? . G I DUE DATE Not Approved (attach comments) DATE: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS z File #: D01 -092 v o w Date: 08.23.01 uj Reviewer: L. Jill Mosqueda P LL _ w U 0 WW u. O . . z 0 z Project Name: Lee Stenson Construction 14116 57 Ave S The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1. From the information you provided, this site has slopes between 20 -30 %. This triggers a geotechnical report. Please provide a limited geotechnical report as described in the enclosed hand out. Be sure the report contains an expected description of fill material. 2. You must apply for a demo permit to remove the existing buildings. 3. You must apply for a hauling permit to import material. 4. Following along in the SFR Applicant Packet: Grading and Drainage Plan: 1. Please provide existing and proposed elevations at 2' intervals. The site appears to have slopes from 20 % -30 %. 2. Please show the clearing limits 3. Storm drainage pipe should be ADS N -12. Omit 4. Please show the slope of storm drains from house to the trench. 5. Please provide a description of your fill material. This should be in the geotechnical report. Water Supply and Water Meter 1. Show locations of all surface and subsurface utilities, including electrical and cable. 2. Show actual water main size and location. 3. Provide the pipe sizes and materials. 4. Locate the water meter inside public right -of -way at the property line Projects /SFR /D01 -092 stenson comm 1 1 Dot -092 14116 57 Ave S Sanitary sewer 1. For the force main: provide location, calculations, effluent storage volume. 2. For the size increase from the property line to the stub, please use the enclosed detail. Projects /SFR /D01-092 stenson comm 1 2 4 'X 1908 Materials: (Mt Neer) PVC — Min. schedule 35. Concrete — Where sal conditions permit and slopes are less than 1 S :. Ductile iron(polyethylene encased) — peat or potential corrosion areas. Ductile or Cast Iron — justified due to scouring velocities or soil problems. Laver. 12' Min Cover racuirsd over all pipe. Slope: .tin. 2^ Max. 2C;4' without anchors Anchor for >2C% r'L/f('.AN l 10' Min. ! I • I / a c 14 4- t'1VL CLA•:} ' AA- 1 (Remove or Flit Existing Seot;c Tan:) Clean Out 6' Plug 6 X 6 X ♦ WYE 6' SEVER PIPE PROPERTY LINE INSPE ^TICN TEE AT crr' R/'N UNE STREET C I Use Saddle for Exist'ng Main. City of Tukt 45 ,0 (',1'Ti& r / LZC hee !C' / )% Show Address on P'cn. 523 BIRCH Si. 8' or LARGER MAIN SEVER N Sanitary Sewer Must ec 15 3e'ow Water tine «hen :ross■ng. S c Test Tee & Clean Out Detail Ti 18' 18' Min. e Cover unless extended to Crade. i ^^`r ;/w N c. .i v IV 4 , X - or2 1,/ 1)4 , DATE: 11/22/96 SANITARY SIDE SEWER 3 ti L 40 4 to s1- SS -14. Oy PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -092 DATE: 3 -29 -01 PROJECT NAME: LEE STENSON CONSTRUCTION INC SITE ADDRESS: 141XX 57 AVE SO SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # # After Permit Is Issued t. DEPARTMENTS: Building Division Public Works Complete APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Y1 LM I I O X Vol C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete E n n Planning Division Permit Coordinator Approved with Conditions n Not Approved (attach comments) n n DUE DATE: 4-3 -2001 Not Applicable E Comments: TUES/THURS ROUTI G: Please Route Struct ral eview Required No further Review qui d REVIEWER'S INITIAL DATE: 011111111111111111111011. .,.•■11111111W DUE DATE 5-1-2001 Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ■1111111■ •1111111b. DUE DATE REVIEWER'S INITIALS: DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -092 DATE: 3 -29 -01 PROJECT NAME: LEE STENSON CONSTRUCTION INC SITE ADDRESS: 141XX 57 AVE SO SUITE NO: /9//4. 6 Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete C Comments: Please Route Response to Correction Letter # C C TUES /THURS ROUTING: REVIEWER'S INITIALS: Approved CORRECTION DETERMINATION: /'NAUUIf.IXK Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS QR CORRECTIONS: (ten days) Approved n Approved with Conditions Fl Approved with Conditions n n REVIEWER'S INITIALS: Response to Incomplete Letter # Revision 8 After Permit Is Issued Planning Division Permit Coordinator n n DUE DATE: 4-3 -2001 Not Applicable No further Review Required DATE: ,e,51 /a/ DUE DATE 5 -1 -2001 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: Complete CS:I Comments: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -092 DATE: 3 -29 -01 PROJECT NAME: LEE STENSON CONSTRUCTION INC SITE ADDRESS: 141XX 57 AVE SO SUITE NO: Original Plan Submittal Response to Incomplete Letter /t r_ Response to Correction Letter it Revision # After Permit Is Issued 1 DEPARTMENTS: Building Division Public Works C TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved ri REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -3 -2001 Incomplete Structural Review Required Approved n Approved with Conditions REVIEWER'S INITIALS: J. 1 C n n n Planning Division Permit Coordinator No further Review Required DATE: ' /, /o Not Applicable n DUE DATE 5-1 -2001 Not Approved (attach comments) DATE: I DUE DATE Approved with Conditions n Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -092 DATE: 3 -29 -01 PROJECT NAME: LEE STENSON CONSTRUCTION INC SITE ADDRESS: 141XX 57 AVE SO SUITE NO: Original Plan Submittal Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Response to Correction Letter -If n Fire Prevention Structural — DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Comments: c4 'j7' TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: C C Revision 11 After Permit Is Issued Planning Division Permit Coordinator n n DUE DATE: 4-3-2001 Not Applicable DATE: €4 -1-?- �i n DUE DATE 5- 1-2001 Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ' --' - G l Plan Check/Permit Number: DO 1 -092 El Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: F LEE STENSON CONSTRUCTION Project Address: 14116 — 57 Avenue S Contact Person: Lee Stepson Phone Number: Summary of Revision: 1 New Topographical Site Survey (added sheet) 2 Revised Site Plan with drainage 3 Revised Sheet A -1 A -3 A -4 Showing relocation to the interior of the house 4 Percolation test Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila. WA 98188 (206)431 -3670 R t: CEIVED PERMIT CENTER • 04/09/01 5 Summary of Revision: 2 Revised Site P with drainage 3. Application for hauling permit Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd. Suite 100 Tukwila. WA 98188 (206)431 -3670 • • IP i wrsr ®. sir131 n .q -• ri, trtir =' .9; .^.ireAo•.. •, 9e , • • a+rr�►� .. . • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: Plan Check/Permit Number: DO 1 -092 Response to Incomplete Letter # 1 Response to Correction Letter # / Revision # after Permit is Issued Project Name: Project Address: 14116 — 57 Avenue S Contact Person: Lee Stenson Oh 3/0 !) N ON TR TION Phone Number. .� I New Topographical Sit urvey. (Added sheet) 3 Revised S. t A -1 A -3 A-4 Showing relocation to the interior of the house olation test 1. 4 copys of geotechical re ort • pp c ation for demo permit 4. Revised Site plan showing slopes to drain and site topo ( on an)- -. Revised site plan showing ss sewer and all utilities. "Cloud" or highlight all areas of revision including date f revision Received at the City of Tukwila Permit Center bv: (1_% L _ [( Entered in Sierra on I ( ° I CITY U OF SEP 1 3 2001 PERMIT CENTER 04/09/01 Date: /6/20/ 0 Response to Incomplete Letter # ® Response to Correction Letter # 2 Revision # after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd. Suite 100 Tukwila. WA 98188 (206)431 -3670 REVISION SUBMITTAL' Revision submittals must he submitted in person at the Permit Center. Revisions ►vill not he accepted through the mail, fax, etc. Project Address: 14116 — 57 Avenue S Plan Check /Permit Number: DO 1 Project Name: F LEE STENSON CONSTRUCTION Contact Person: Lee Stenson Phone Number: Summary of Revision: Added cover sheet for geotechinal report to include lot 3 Added drainage pipe and grade detail on new site plan Added notes for erosion controll on nes site plan CORRECTION L Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center bv: Entered in Sierra on le" tier —0 / 1 RECEIVED -- �k1KWILR PERMIT CENTEFI 10/17111 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Response to Incomplete Letter # Response to Correction Letter # Revision # / after Permit is Issued Plan Check/Permit Number: J 0/ 09 Z___ Project Project Address: �� /'1l1 d cc7 ,4 £ SO. Contact Person: SCE STOA S Phone Number: "' 09- ?w Summary of Revision: __ -�-�•J WA L ,.S z — RECEIVED CITY OF TuKtvnA etRMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ' , k/* (` Entered in Sierra on " Z 08/30/00 F625-03'2400 IX/971 • DEPARTMENT OF L\130R AND IND1:STRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 FLEESI*122CA 01/25/2002 EFFECTIVE DATE 02/01/1988 F LEE STENSON INC 144 SW 153RD STE C BURIEN WA 98166 -1 • 3 r. *7 7 it r 4 • - P.r MAR 2 9 2001 PEP Mil' CENTER GENERAL NOTES 1. These are the property oft,,'-1 and are not to be used for any other than the location shown hereon. 2. No changes are to be made on these plans without the knowledge or consent of the Architect /Engineer whose signature appears hereon. 3. Dimensions as indicated are the dimensions to be used for construction. Do not scale drawings. s 4. No framing of any type is to be concealed prior to inspection by governing agencies. 5. References to any detail or drawings is for convenience only and does not limit the application of such detail-•or drawing. 6. Dimensions and corditions at the job site shall bg verified by all contractors. It is the responsibility of the contractor to examine the existing building and all of the conditions prior to submitting bids to the owner since proposals must take into consideration all such conditions as may affect work. Discrepencies in the drawings or between•the drawings and actual field conditions shall be reported to the Architect and to the owner. Corrected drawings or instructions shall be issued by the owner prior to the installation of any work. 7. All work, construction and materials shall comply with all pro- visions of the building code and other rules, regulations and ordinances governing the place of construction. It is the re- sponsibility of anyone supplying labor or material or both to bring to the attention of the Architect and the owner and dis- crepencies or conflict between the requirements of the code and the drawings. The applicable codes shall include, but not be limited to, WI City Codes -City of TOY-Wit-A, Wf� 8. These drawings do not contain the necessary components forcon- struction safety. 9. Exterior stud walls are dimensioned to the face of stud, unless noted otherwise. 10. All gypsum wall board to be 1/2" thick, O.N.O.. 11. Interior partitions are dimensioned to the face of stud, unless noted otherwise. 12. Typical studs at exterior walls to be 2x wood studs, at 16 inches on center, unless noted otherwise. 13. Typical studs at interior partitions to be 2x4 wood studs, at 16 inches on center unless noted otherwise. 14. Ducts penetrating the garage /residence separation wall must be 26 ga. galvanized steel on the garage side. There shall be no openings on the garage side. 15. Finish the walls in the shower with portland cement plaster, ceramic tile or approved equal to a height of at least 5' -i0" (verify with interior elevations) above the drain. 16. Provide at least one exit door that is openable from the inside without the use of a key. 17. Provide an approved(non- removable) backflow prevention valve at all hose bibbs. 18. Bathroom exhaust fans shall be capable of providing at least 5 air chages per hour and shall be directly connected to the out- side. 19. Attic ventilation: eave and roof vent area shall be equal to 1/150 of attic area or 1 /300 of area if at least half ventilation is in upper half of attic space, or as determined by building official. 20. Provide a 30 inch wide platform, the entire length of the furnance. 21. Provide an outlet and a light at the attic mounted furnance. 22. All insulation shall be blanket type mineral fiber or glass fiber conforming to federal specifications. 23. Swinging doors t o the exterior and from house to garage shall be iliv Wewfh + rnncA TWO HOU&E fop. � LEE 1'NN, ING. 14* ti.W X53 61! vre. loci; 3UiN, wa. 0 18 , 164 24. All sliding glass doors and windows shall be certified and labeled to show conformance with air infiltration standards of the American National Standards Institute, when sure differential of 1.57 lb. /sq. ft. snall be certified and labeled. 25. A certificate of compliance shall be signed by the general con- tractor, and insulation installer certifying ttat the insulation has Teen installed in conformance with the current energy regula- tions, Washington administrative code. Certificate shall be per- manently posted on the site. 26. Security Notes: A. Swinging doors; 1. Door stops of in- swinging doors shall be one -piece construction with the jamb. 2. The strike plate for latches and the holding device for pro- jecting deadbolts shall be secured with screws not less than 2'a" long. 3. Oeadbolts shall contain hardened inserts. 4. Straight deadbolts shall have a minimum throw of 1" and an em- bedment of not less than 5/8 ". B. Sliding glass doors and windows; 1. Doors and windows shall be equipped with locking devices and shad be so constructed and installed that they intact and engage when subjected to be tested. 2. Doors and windows shall be provided with a device in the upper channel of the moving panel to prohibit raising and remcvinc of the moving panel in the closed or partially open position. C. Overhead and sliding garage doors; 1. Shall be secured with a cylinder lock, padlock with a hardened steel shackle metal slide Our bolt or equivalent when not other- wise locked by electric power operation. 27. All joints and penetrations, shall be caulked and sealed. 28. All exhaust systems to have damper controls. 29. All doors and windows to be certified and.or approved per standards set by "Washington energy controls." fixture ,) -box C light Wall ▪ f mounted - light light fixture Recessed light fixture ® Exhaust fan bn Fan /light X ,Heat/fan [rt>pg( -t t"t Heat /fan /light '1101 duplex convenience I I outlet (note height if • other than 12 ") 1 )� Ft, I 11 11 i I IFS 11 '4 telephone outlet 110V duplex convenience outlet with ground fault interruptor 110V duplex convenience outlet under.or over cabinet ( I I ax/. 1/2 hot outlet floor outlet 220V outlet • Weather -proof outlet Single pole switch (height 36' above floor) . 3 -way switch 4 -way switch fan switch heater switch weather -proof switch push button chimes `151T- a I�. . I II I I IIHa. 1 1�F.6. televisi outlet electrical panel electrical meter thermostat . ceiling supply register (C.S.R.) wall supply register (W.S.R.) return air grille hose bibb cold water fuel gas - )Dtr gas key valve smoke detector _ tub with shower head tub (wail) I N DE X M!TGf{A - 6rI411r1*-P -INS 78ZI 16 As G Nv P- -2NA Np, \n/A- °fft7o'T2 t_v3 7�5 7 l- f- i500 Got Ul. m C• 013 MAR 2 9 ZOO I .understand that the Plan Check approvals are subject :tserrors and omissions and approval of plans does not authorize the violation of any T M 3 adopted code or ordinance- Receipt of con- ' d....1 ion: Le t:3, 3, Block 8, Hillmans Seattle Garden Tracts, according to the plat tractor's copy of approved plans acknowledged. recorded in vole 11 °flints, page 24, in ICingCotmty, Washington Addresre 141xx 57 AVE S. Tukwila, Washington' Requirement= Building code: 2000 UBC. WMC, & UPC Occupancy type: R-3 noosing!. faintly Number of Starlet Two stay with basement Type of Construction: V non -rated Footage Tabulation: Livable Basement = 988 First Floor= 956 Second Floor= ? 9W Sufi- Total = 1866 (F estand Second Floors) Total = 2854 with Basement = 32Osq_8 Garage= 465 ;sq. R Exterior Staircase = 74 sq. ft Glazing Basemen 2{:44'-0"x5' -0" 1 ® 5'-0"x5' -0" 2 @ 5'-0" x 6'-8" Sufi -Total First Floor. Living I ® S -0" x5' -0" 25 2 @3'-6" x 5'-0 35 Laundry l @2'-0" x 3'-6" 7 Family 2(:44'-0"x5'4) 1 CO 5'-0" x 6'-8" Kitchen i (a4 4' -0" x3' -0" 12 Dining I ®5' -0' x6' -8" . 33 Sub-Total 185 sq. ft Second Hoot Entry I @ 5'-0 x 3'-6" 2@2' -0 "x4' -0" 16 40 25 07 132sq.R IN' I Bedroom ## I @4' -0"x -0" Bedroom 6 2 2 @4'-0"x5'4" Master Suite 3@4'-0"xS 4° 60 Master Bath 1 ®1 SUN -To41 161 K. t3. Total- 478 sq. t (lazing 9$8 + :956 + 910 - 132 +185 +161 = - 478 = 16.7% G' I A-I A- A' A if A -� A lP A- 7 A A'OI FILE COPY By .aD Permit No GoVE -P- hi'KEET Gji pl. -r.J F �i rP a P1-1 4, E-GOI`IP A(SD EXTEEyioP E-.EVATio•JLn * rp-UdTU -AL rio ACID DETAa - re:A*12aan t I o r P Iv?Nrl� p1„e J, GOE.GONR Ft -OOP- P-oOF Crp-AM I 6t PL'APJs «I2- UGTI)P-AL- o~ TAILS 9- UG'(02-A;L DE'!'"iih RE IST ours SEPARATE PERMIT REQUIRED FOR: WIVIECHANICAL EIELECTRICAL LIAISING GAS PIPING CITY OF TUKWILA BUILDING DIVISION 1411 hevVER-- ..ss e. wp-r- Note: 10/25/01 Contractor shall meet three recommendations For erosion prevention, site preparation, and structural fill spelled out in the geotechnical report by AESI dated August 23, 2001 10' UTILITY EASEMENT NOTE Revision 10/25/01 Conveyance pipe to drainage ench to be toE -.PVC and must meet the requirements ov, 4 Of ASTM D3034 and have no more than 20% maximum grade. All joints to be water tight • All conveyance pipe to be bedded with gravel 'Oricrushed-racicaRgregates Native BB material Limits of compaction Horizontal limns of compacrion To be sides of trench Gravel backfin pipe Bedding r 6" SS STUB WITH CLEAN OUT RUN TO GRADE 6" SS STUB WITH CLEAN FOR FUTURE CONNECTION OUT RUN TO GRADE . FOR EXISTING HOUSE tEtivrirldl Axivrbi 1.4‘sIE- Itir' 44 REPLACE EXISTING 6" SANITARY SEWER LINE WITH NEW 8" WITH CLEAN OUT TO GRADE '-o F c 6" SANITARY SEWER LINE CLEAN-OUT AND 6" TO 4" REDUCER JOINT SEWER MAINTENANCE AGREEMENT AND EASEMENT TO BE RECORDED ON TITLE PRIOR TO CONNECTION 65.0d AVE- A riovirt PLAN VIEW OF ROOF firs rIAME Two 4.1•01a1' v,13=4,4t.4-4T oft_ .14 W9E4 .0 „ riP-471 (‘-rivt FLAvp- gi3,epo' 6 1UTrgia- 4o diti FTGURE C22 TyPICIL DOwimPOUT DISPERSION TRENCH TRENCH X-SECTION L'7 TOTAL ROOF AND DECK AREA 1800 SQ. FL DOWNSPOUT DISPERSION 3' X 30' DRIVEWAY CROSS SLOPE TO DISPERSION TRENCH AND SHEET FLOW OVER VEGETATED AREA. 4 Vf Wwashed god Type I CB standard ctspession trench IV notched grade bawl length 10 per 700 sq. It ohm:area, -fflaresastera / PLAN Sheet Row Dispersion trtun a °Mew, Flat to Moderately Sloping ...Ms le. outlet A/ 0 e- C0Rar- &no.. PUBLIC WORKS CUT AND FILL WORK SHEET Excavation for foundation Excavation for drives and access Fill for ground supported slab garagelbasement Fiji for drive access and related walks incidental OH (gravel for beadIng,underelab. Etc.) Landscape topsoil =Modal Approximate cut totals Approximate El totals Approximets imported material All yard area to be leared and fully Re-vegetated with Sod and natural Plantings prior to Occupancy Max driveway slope To be 15% 84 cubic yards 38 attic yards 79 cubic yards 60 cubic yards 35 cubic yards 15 cubic yards 12n cubic yards 189 cubic yards 89 attic yards Site and slope to be Protected at all times Siltation fence to be in place were required. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or on:nuances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or reviews 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: EN •3(,:.s`1D R-0 )4Itt, S (frv-ea. \_ °A 3 PER terrceattE R CORRECTION LTR# Z.. CB (SOLID UO) RIM = 62.89' 10 = E. 5797' 12" CONC. IE = W. 5099' 12" CONC. SITE BENCHMARK: X' ON TOP EAST BOLT FIRE HYDRANT ELEV. = 68.24' (ASSUMED) SDMH RIM = 65.40' 1£ = S. 60.40' 12" CONC. IE = W. 54.75' 18" CONC. IE = S.W. 55.45' I8° CONC. IE = N. 54.30' 24" CONC. CB (SOLID UO) RIM - 65.71' IE = S.W. 59.81' 18" CONC. IE = N.E. 59.54' 18" CONC. CB RIM = 88.22' lE = N. 64.69' 8" CONC. END. CONC. MONUMENT IN CASE W/ 2 BRASSIE & PUNCH CL P.C. 57TH AVE. S. CB RIM= 81.97' IE = W. 80.37' 8" CONC. CB .RIM = 81.95' IE = S. 77.75' 12" CONC. IE = N. 77.95' 12" CONC. IE = W. 78.79' 8 PVC SSMH RIM = 100.12' IE = S. 92.73' 17 CONC. IE = E. 90.20' 17 CONC. 6 BB g2 1 I a L. 46 RU - __ 39_0 _ s o SSMH IS 0 132.6' SOUTH OF PROPERTY. SSMH 26\ TOPOGRAPHICAL SITE SURVEY FOR LEE STENSON LOCATED IN THE S.E. 1/4, OF THE S.W. 1/4, OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON \ lJ a S So' 0 \ \ 8" MAPLE 2)\ R 9 - 17 F:Rs iO 7 -8" C EDARS r , 9 " � Z Fi R tl PINE CEDAR 8° A SH 2T PINE • CHE RY 3 ' ° 13 FIR RR 10 ?R 12" FIR WOOD FENCE CARPORT BUILDING \ 0.24 AC. \0,562 SQ. , =0% B ALDER 589'04'12"E 192.04' E CEDAR O 7015 HEML SB N G R 10,562 SQ. FT. N 0.24 AC. • \ o ( C) 9" APPLE (2) � F �o 0 \ I '\ - S \ 10.562 SQ. 0.24 AC. 10 -17 FIRS f 10,562 SQ. FT.rn 0.24 AC. SHE 14" FI z \ r EL =19.95 \ '�•. S89'04'17E 192.04' 20" APPLE N 9" APPLE CEDER 89'04 "E 192.04; 15" MAPLE • 20" MAPLE (3) �� 42 FIRS i� \" APPLE END OF FENCE IS 11.1' WEST 71.2' NORTH OF PROPERTY UNE S F \WOOD FENCE IO" FIR 9 FIR RIM = 54.21' 2g IE o S.W. 41.52' 17 CONC. IE = N. 41.31' IE = S.E. 31' 12" NC . V •>2 \ ?2 12' CONC. \�F 9 \'17£ 192.04' F 0. I '� 4'1 IW 192.04' HIL,LMAN'S SEATTLE GARDEN TRACTS BLOCK 8 VOL . II, F& . 24 N89'04'12W 429.08' (CALC'D) S. 144TH ST. 2V \ ?8 30 �32 36 c,2 \\ \id fr \4a 4g j :� \ S2 SB END. CONC. MONUMENT IN CASE W/ LEAD & TACK ® 58TH AVE. S. & S. 1 ST. 0 2 O 1� W O �., vl w Io m v o `IJ FNO CONC MONUMENT M CASE Z � W/ 2" BRASSIE &PUNCH dT 58TH AVE. S. & S. IK4 H ST 0 GRAPHIC SCALE 1 " =20' 20 0 20 BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 58TH AVE. S., BEING NORTH 01'06'45" EAST, AS SHOWN ON THAT RECORD OF SURVEY FILED IN BOOK 23 OF SURVEYS AT PAGE 184, UNDER RECORD NO. 8005159004, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: LOTS 3, 4, 5 AND 6, BLOCK 8, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. VERTICAL DATUM: ASSUMED SITE BENCHMARK: ° X ON TOP EAST BOLT FIRE HYDRANT NEAR WEST PROPERTY LINE. ELEV. = 68.24' (ASSUMED) CONTOUR INTERVAL: 2.00 U.S. FEET LEGE TD: • SE. :ER MANHOLE t0) LAMP POST' ® D" +'N :/ ANHOLE PV AD VAULT • I' CAR VALVE LI CATCH BASIN • FIF HYDRANT 1..3 TELEVISION BOX 99 ELECTRICAL BOX WATER METER CONCRETE AS PHALT 000o ROCKERY O SET 1/2" REBAR & CAP 'CNI 18999" CON;FERCUS TREE DECIDUOUS TREE -- It AS -BUILT CENTERLINE '"Do l-oq RECEIVED clTroP TOKwiu AUG 1 5 2001 PERMIT CENTER INCOMPLETE O � tz -"" 44105411.04.440bergeofcmar holt sac* ■. 1 471 - 44.1 1 04 411 4 4,44 4*= 00,14 . 14 1 1 4 4414 " r .. 1' ..;44 1 1. 1''11 64 10 1 - 1 .41,1416 . 11 . 434 4 14 1 11 4.; 4 .9. 010 013 0 . 4110 . 1 . .44310.00404 0s4a15143.4walaserinosi framtiow &Ate prorkk4 forth, wads 4,0131314.101gespaigisign becalif44bydsolandkebut as compyir4141b 104 4W* .4 4 ■ 14 , 6 , kr 414 10014 01414641. 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Ilalesseaunrinatkos4.11•Adiel beas wpilms AIM amply' 4,1611. ormidoes Wiwi= 504.1134.C. 25. Fri bumies eggplant bawd Ail:ft 4411604 ono*, 480.0 mip UM 4. asonmedsider fie Wsd&em.ners sem sok AM coadoco,06004i0lopeutaionsfaciin407„U.MC.1 *fwd. 60 throb ea boiregviliehadon cadieselipecei foustmliek &wad nom wayb.0•46/441140r few diemeicr. *zeal 201, Waliapea Mrs mew I.& 26. Fed bopsing oripmmtloomodommidelbelakissetrodowid.....• provisiost efumtios401. UAW. 27.. Nowak. Imam saareeticaolismioaaikretasim.. 406, 2s, ANwito a foam deg am swirl SO4.11.14.C. , 111. Applaces ilisdid iese11244/1104440ikuiss. Seltien 34 N0 :sneak 04.444434111•14dihidiasser maw de4pori sob* mid as bedroom demo ariamay 4.010s4 spas mos woo 440440:00:0 waticiflimees, eadismitamoonsed *ow bodes 604010.1 U.114.C. 31. No vo,is sir 111.411.0 bs irilletimiluster *en his de 12” 44 600004044rteramaimag100114040140raisimmedur waliwpos elm skaglissideibmckm4 5e2z;)o VL n Hatiagar.04110149i14.400.1disafwei104.0ithameadesa0/4403013 or thoscapshisitivid/ollowatiewpessiellb0 :waled wila OKA* ad Woos or boas aleopl. arlispides iseissahont !barley& Seed00 503,1114.C. 33. rimilempers ae•40•1110 imodIed miribm roes timmabs..11 Orr sr =ling aparasloga as/432441issa spew pealsel dm. 01014 _ I I' " r II o 414 - - - - 34.111am Ammo a iamb p aii0i6.11 Lowly si0me0444100 35.13431i14410.4440dpedklbstokedia44.0.41sairMiessom 37 cospIlive Wel 54:0■901. 902 0031ddis •41 - Atilt B tg DIV wasatiimiliesiNe istlistra 1 lbeilamilhe 43110,1111jisocameislio43001130•4iripedionstifsbifpgulidiszeodialog 4•81eif4541ersesupsighleadmiotimed merlon ilmsdois 141 nits Nigoto.1 oderwince. seam 906 (4).U1LC. qpiliwzgagspilak she teesimesimilariale2bmsbereilieseoftionsh wiicit Epos mks Ars 4 halms say podium oldie laderwrithichelleed. at as 4 4034 dame 6.445 dttiposupmed11041 iskorissio' 1 mist iimillemed whonvise. extios_300X.),U.1.1.C.. 31. Vat coolotas abil be inained wilia afice or ogaisIdliebticapplimoels 1airedlod be coocessilea disagy arvestia mob smotscas luminiai41be 410Ionotoacumbrilik4144114..41. 5-4 • 14.0411m0401100310ene5 *ma te byas wend 414100/0/..brdleporkle 0e1.6-011,0.31poioralisimice 1 sempottwarapppro40111/0144.04 Moe . 40. 134041m41•111:4•144.01 voik rheas. arp.111,444.10.4.131roo uptehispstfaerms. ' 41.1bildatiliansulYslionsilogda ci 1104.6.11 be 40 OsIdandifladiosallawnsulOmmasisspc4agimeeims ail Ned 4101111s. 43. Agissol013011b/ /3M:0144:1114014.meibletwo to imaged oftwidaea irk*" I p woo 5o o.FNI AUG 1 5 2001 PERMiT CF-NTER A ‘.9C 11_04 1 1)oc-oqz. MAR 2 9 1001 'H-oP-t virk l ao,6;=-1 aPrvei -EA T1 T 1,9 0E T o, 1o. dTi . Fs P14 • • • • I a, e.orsiG AUG1 5 2001 1 ril 4,00)0/Alti STRIICTI IRAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 1991 UNIFORM BUILDING CODE (U.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS. ROOF 25 PSF 40 PSF LATERAL WIND EXPOSURE B; 80 MPH SEISMIC PER ZONE 3 FOIINI)ATIONS • E,XTht D TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1• -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. COMPACTED FII 9 COMPACTED FILL SHALL BE SELECT GRANULAR FILL WITH NOT MORE THAN 5 %jPASSING A #200 SIEVE. ALL FILL SHALL BE PLACED IN UNIFORM. H ONTAL LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS FOR HEAVY EQUIPMENT COMPACTORS & 4 INCHES FOR HAND OPERATED MECHANICAL COMPACTORS. FILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698 (STANDARD PROCTOR TEST). CAST-IN- PI.ACF. CONCRETE.. F s'= 2,000 PSI @ 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF. CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED I AGCJREGATE ISM -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (Aci 318 -88). ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION. PRIOR TO POURING N WALLS TO FOR PRESSURE TREATED SILL PLATES TO CO BE 5/8 DIAMETER WITH 7 INCH MINIMUM 'EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 4 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE, PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE PER U.B.C. SECTION 2907 (1). FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED G RADE SHALL BE DAMP PROOFED WITH A HEAVY BODIED ASPHALT BITUMINOUS` DAMP PROOFING. !REINFORCING STFF.i ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACT 318 -88) AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION (1992 EDITION) BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A-615, GRADE 60. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (I'-7' MINIMUM). CORNER BARS (2'.0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: /14 AND /18 BARS /II BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3 INCHES 2 INCHES 1 -in INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES WELDED WIREF i W WF SHALL CONFORM TO ASTM A -185. WELDED WIRE FABRIC SHALL BE LAPPED ONE CROSSWIRE PLUS 2 INCHES. (i.e. 8' FOR 6X6 MESH). LOCATE WWF 1 -1/2 INCHES FROM TOP OF CONCRETE FOR SLAB -ON- GRADE. W WF SHALL BE CHAIRED IN POSITION WITH MAXIMUM CHAIR SPACING OF 4 BOLTS SHALL BE ASTM A307. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH 2 NUTS AND 2 WASHERS EACH BOLT UNLESS NOTED OTHERWISE. STRIICTI [TAI. TIMBER. ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN ...LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WiTH'CONCRETE $HALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL HE NOTED BELOW: ,`2XX FLOOR & ROOF JOIST DOUG-FIR/TARCH #2 —Fb' = 1250 PSI '4X BEAMS DOUG- FIR/LARCH #1 —Fb = 1300 PSI 6X BEMIS DOUG- FIR/LARCH'#1 —Fb' = 1300 PSI COLUMNS DOUG- FIR/LARCH #1 —Fb.= 1000 PSI LUMBER NOT NOTED DOUG- FIR/LARCH Y2 —Fb' = 1250 PSI I -4 I. P -Pcif. 16d 0 12"o.c STAGGERED. Tw. PLAN I�AIt.1r�� t-Pc'frL7 G STUD -USE TWO • 8= 0"OPEN•G AND LARGER I I I 1 1IT 2 -16d FOR 6" HDR ADD I-16d FOR EA ADD'L 2" IN DEPTH. u PLANS 111 16d 0 12••o.c II 1x6 LET -IN L W/2 -8d ER STUD !J TR161NER -USE TWO 0 OPEN'GS 8-0" OR URGER NOTE: PROVIDE Ix HORIL BJCV. BETWEEN :STUDS 0 1O"0.c IJAX. A AS FIRE IRIC'G 0 CEIUNC IRS. r MIN LEVY -Mars ix wrD 11 . polh Md.X ...:. x � PO t I 5 v G Wr7, t 061 f'-tr•aD 2x WIDOW ELL NAILS EA. END. II • I1 11116111IIMPIKOMPle v wit.. e Ihi14 t} biP•6•DE- nl on tr)• 41P, BD. 2x4 • Ka• oc 'R• i P BD 2x, BLKG AT BRG FINISH FLOOR 3/4" PLY SUB FLR JOISTS PER PLAN to" 61-f? ED, 112•(n`1P ED. 2x4 • 16' I!2 0. BD. I F RIGID INSUL bx HEADERS PER PLAN R -19 1NSUL �rJ rsoo C SaecIA bx HEADERS PER PLAN 4• CONC SLAB OVER 4 MIL POLY" OVER (40 Twco.: &) 4" GRAVEL BASE 2x6 TREATED SILL m/ U2•xI0" ABOLTS • 4' -0 oc 2' -0• MIN #.e ,1. z4' - 2 - •4CONT CLR MIN 3 iaolow o woor, P ) T GB ' „ lMPSo rI Go! i 9A�E PER PLAN I- "4CONT WIND BAFFLE SCREENED I VENT BLOG PER ECG 3205(c) lx FACIA Goys METAL. GUTTER SIDING IS' BUILDING PAPER SHEATHING PER UBC 25TT1g73 2x6 EWE • IF." oc R -IB INSULATICN u/ VAPOR BARRIER arfft 13r>. 2x BLKG SAME AS: ABOVE - Fitt oE F lt 1. *UP•P# - . .t N CI „„ Rol - 1 !.Cal -3 01 -003 MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH U.B.C. SCHEDULE 25-Q. PRESERVATIVE TREATMENT ALL LUMBER THAT IS IN CONTACT WITH OR INSTALLED WITHIN 1 INCH OF CONCRETE MASONRY SHALL BE TREATED WITH A P RESERVA PRESERVATIVE OF OR EXPOSED ACZ A OR CCA. LUMBER A WEATHER PLYWOOD SHALL BE PTIF ACZ CCA. TREATED IN ACCORDANCE WED! AWPA C-2 AND C-9 RESPECTIVELY. NET RETENTION FOR LUMBER AND PLYWOOD SHALL BE 0.40 POUNDS PER, CUBIC FOOT FOR MATERIAL IN CONTACT WITH EARTH, FRESH WATER, CONCRETE OR MASONRY; 0.25 POUNDS PER CUBIC FOOT FOR EXPOSURE TO WEATHER. IF TREATED WOOD IS TO BE PAINTED OR CONDITION REQUIRES CLEANLINESS • USE I HENTACHLOROPHENOL WITH 0.40 POUNDS PER CUBIC FOOT FOR LUMBER ABOVE GROUND, 0.50 POUNDS PER CUBIC'` FOOT FOR WOOD IN CONTACT WITH EARTH, FRESH WATER, CONCRETE OR MASONRY. WHERE POSSIBLE PRECUT MATERIAL BEFORE TREATMENT. HANDLE TREATED LUMBER, PENETRATION DAMAGE, FIELD CUTS AND HOLES IN ACCORDANCE WITH AWPA-M4. FLOOR SHEATHNC• SHEATHING SHALL BE RATING 3/4 INCH CH TONGUE &. GROOVE, A.P.A. RATED SHEATHING. SPAN S�TTNI LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH l0d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING• SHEATHING SHALL BE 1/2 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS, SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 10d NAILS AT 4 INCHES ON CENTEWAND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. ALL EDGES SHALL BE BLOCKED WITH 2X WOOD MEMBERS. WAIL; SHEATHING• SHEATHING SHALL BE 1/2 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 10d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GIdTFD i AMINATFD TIMRF,I� LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F-V4 (Fb =2400 PSI, Fv =165 PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. BEARING WALL. FRAMING. ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS- FIR/LARCH 12. WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD A AND DOUBLE TOP CONCRETE. WALLS E. END SHALL HAVE A SINGLE BOTTOM PLATE AND A D D NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d- NAILS. FACE NAIL DOUBLE TOP PLATE WITH '' 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACENAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2-16d NAILS. PRE- MAAIIIFACTIIRRD FLOOR & ROOF JOIST- JOIST SHALL BE MANUFACTURED IN PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AM UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPE AGEN CY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO HER REPORT NUMBER MANUFACTURERS N AB, =PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EV REPO NUMBER. STRUCTURAL ENGINEER. AIL TRUSS .PL CONNECTORS SHALL BEI I.C.B.O.', APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SPECIAL. CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIA TE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR AIL' BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. y+ _ , � ham. ,' prIA14 GIMP p- or 1 w/ 3o Ib. FEI.'( INTF� A�E� O/' pt..-rwovp 1p-L) he9ES c ' 21 G p- - 3b 7'r INN 'Uk w/ %?;” or'fr• Bp. P:OTEI PROVIDE TYPE 15 FELT USER VALLEY FLASHING ':IN CAF TL K4NLA. MAR 2 9 2001 • • SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacing Plate Anchors Plate Nailing Hem-Fir #2 #/Ft Edges Studs Top/Btm. Plate Blocking Req'd. G2-4 6d 4 4" 4" No 5/8"e (0, 48° 16d (06" 250 P1-6 8d 6' 12" 6" Yes 5/8"o @ 32" (2) I6d ( 10" 240 P1-4 841 4" IT 4" Yes 5/8"o 0 24* (2) 16d (0 7° 350 PI-3 8d r 12" 3" - Yes 5/8"o @ 24' Per detail 400 P2-6 8d 6 " 12" 6" Yes 5/8"ta @ 24 Per detail 490 P2-3 8d 3" 12" 3 Yes 3/4"o @ 24" Per detail 800 - I ■ - -s - ..- / 4. p , 9 _,- . , , __ __,, I ■ -- --- • • 0 0 — dr - r - /2- 1 , 1 - 1 . !-- , ; ; I i i I --- ---- ---- — 1 - . : I i i I I 1 ' -- — iiir '1, ! I LL __ i • i :_ _ . _ _._., ...,. ____ "1 , H V410-5.,1 i ,... - - 6 *,1; - i'7.):- - "- :2 f'" -- f;,,,,i,'-- ! ----.1 .- . ./1". CP MIL. VANI:,t . I • Jj. •._ -- - --- - •-- _ • ____ _at _ xh -0 Tri' P Shear Wall Notes: I. G2 - Gypsum wallboard two sides. PI - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall. P2 - 7116 A.P.A. rated Plywood or Orientated Strand Board (0.S.B.) on each side of wall. 2. For PI-I& P2-3 shear walls use 3x studs at adjoining panel edges. Refer to plan for 3x sill pte locations. 3. Nails shall be 8d common. 4. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 5 All panel edges backed with 2-inch nometal or wider framing unless noted otherwise. Install panels either horizontally or ft OOH for plywood or A.P.A. rated sheathing, gypsum shear walls shall be ingalled with the sheeB running horizontally. Space nails @ 12 inches on center @ intermediate supports. .)m5 144- I , 2■1' , 11! ,, ' ,1 -- - •.. I ..,,,,, 1AI _-_,;,„, ! F-{- ;.- , • • K7,4-- 4 „ i _ , f ---- • _t - — ' 6,,,,,,,o I_I— _0, x!‘.1 !SV '` 5/3 !oi2 I C r o Fh .5 ! 0 . /Z■ t — c' -- ,-„,,,, c N ,,,o x: -T• ; r u_i, 11 - -: kt 4 .. 03 4 . - _ _ _t ■ 'I.e ;0 Dp Go ,11.1 wAL.L. tt I • I ; -- l i i i 1 , -,- .,1',C` . , "...., iii i . ' ! i ov:-'i---- . , 4 . - 1 B 2- ( e7H sx o Lf3 2- 7 SHEAR WALL SCHEDULE Shear Wall Designation Nail Size "' Nail Spacing Plate Authors Plate Nailing Hem- Fir #2 #/Ft Edges Studs Top/Bim. Plate Blocking Req'd. G2-4 6d 4" 4" 4" No 5/8 "e @ 48" I6d @ 6" 250 P1-6 8d 6" 12" 6° Yes 5 /8 "o @ 32 " ' (2)'16d @ 10" 240 P1-4 8d 4" 1 2" 4" • Yes 5/8 0 @ 24" (2) 16d @ 7" 350 P1 -3 8d 3" 12" 3" • Yes 5 /8 "o @ 24" Per detail 400 P2-6 8d 6" 12" G" Yes 5/8 "e (1124" - Per detail 490 P2 -3 8d 3" 12" 3" Yes 3/4 "0 @ 24" Per detail 800 S 2 Shear Watl I. G2 - Gypsum wa8board two sides. Pl 7/16 AP rated Plyw or Orientated S Board (O S.B.) on one side of wall. P 2 7/16 AP .A; rated Pl or Orientated S trand Boar (O . S. B.) on each side of wall 2. For PI -3 & P2 -3 she walls use 3x studs at adjoining pa nel edges. Refer to plan for 3x sill plate locations 3 Nails shall be 8d common 4 W here plywood 2 sides of wal ,joints shal fall on sep arate studs each side. 5 . All panel edges backe with 2 - inch nom inal or yvider framing unless noted otherwise Install panels eit her honzontally vertically nail fo ply12 woo or A r ated sheathing, gypsum shear wa lls shal be inst the sheets running horiz ontally. s @ inches on center @ interm sup ports. 0I �iNC �iTU ' 7f gl n - i & it r o LiFtg WP ✓✓ + - `n 4-l/lo - IJ i kx G= /' I P77„ :vim, F war` t} � - ( e,_ E9 . — /lc' 7 �Z 1 1 C= tiJaxlo dyT FP-°1il v rQ rr 4% t/ /I a n y/0�y W.A t-2P L 6_ F ,- �- ?iJ ¥" iD FECEIVED ciry of *w<v ne MAR 2 9 ZOO ` \i r • WALL l� 1 t ,I 4 l �a Ta A> ti G12AiaMk. 64 `- Ii =1e7.1n -ln a nl= ry nitro '� o 0S ° o °o ,° 7 -n ort 111 - ru =ql� u - ca 4�FCoo�c WY o _— 8 't cJ ercTial -�) ;11,:11I= ILT=111Aitl - WArAIIMAII ctll =111 21 1= II =11 7 t�• W/ 5 /a' r4 to A • bo1T 1,4"a c • 2'; /14, ffxrx WA - c>✓ 4 - 61-400 ' a Tie&A�ad ' t . ¢'b.c. wl2;i2 (.. MAT& N. • L 12 )4 4. Csi ViettrA41.-, HP1412. rt4T6 43/4 4 ebcrs .1 4 m' 1 Ir ii /ow, I C 1 11 T 2111 7 _e. �v = f Af f 1! 8; o rv 1 4 nu:un IlI- 8 5 6' r vJG¢'o. �,5r Ptl Al 2 arar>i.) ff. 5/3 "4 7 -1,2 ' 1 , 4 • oi.TS a 24.10•c E k 1E a1- arAzIE 4ctige.I -h ,, �40 cam' WA-T1 l PirA04. Id in u ll d , s v sov W (it) 4 I —I -II a II sui! . ill 1 X n .. a . (dr >� t b'O'c w / 1e►T�'WAc a if 44 ODI'& &s lag . II :u1= au :la, nt - If a- WAL as 1- I IIC,d c.. A3 tai*1 �fl IGjT (2) .14 r 4' '' ;Ta-1. wAilkd Tl�tti 5 � 1 A amI d dia,4i..J *.Ir- ,, a.1d CE �l11 {lizlli 2x it Jo sr T 4 +tu : ll / � 11(11:445 a ?`6;1‘ - 3 f ywmd - �r To ftAr I 4'44 C4/.406T14. WAI I l i a.TriS i J Afeaw/id OMAi4Aresf. � 12 r CAIN rid t1acE 127412 !ti .. tip X111*. Foo !ij4 f . Ic,,G4'o�. '2, * er,lh - 2 )I9r IIA--(* a 5,''O• (4) I.1 t.IAIL,5 IA A ! ? 4 T o kse 4 d t7'a.G a it 4 l � 141. �rac Sx ��l>e . 5 GT ,Je 4'o�. 13r<cg Q41-ii Tor 1 ITh tOorhascl neaW( 2WoG ?o Ft 1:X*0? 4 13r.41.-1 eedved sin rt,Mn, n �►, . - OPAr t�! = - r , D./ 44J rtA-► -1 raAi4 WALL 4iJ r_J 1 12 w/ ALL iU t i LLr w ic#d 14AI et 00 E-A61-1 97%-rcl cT�-I 114 104 ctki 1204 e4 0.G ILL Ed , -5 bL 4J i ) Q4 ,t .r - -c IFA.1 ; 5(.1 -kcI W/ (2) ��w4 t G�J CL (STd 414. .GI T oIwo a R'C =tVEO MAR 2 q 7nni File: 35mm Drawing# a r 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 pLLtrI; acknowledged. B Date _ 7 -2 3 •-- G Permit No Dot - pq SEPARATE PERM I' • REQUIRED r R: IIELECTRIC bL. kPLUMBiNG GAS PIPNG CITY OF TEUKWILA UILDING DIVISION ALL OTHER NOTES AND REMARKS ON EXISTING PERMIT # DD-01 -092 REVISIONNO, I SHALL BE MADE , SCOPE OF t,'!' ®�- TO IC WITHOUT PRIOR ; . OF TU`q"Il BuB NOTE: REVISIONS WILL REQUIRE A NEW p MD MAY INCLUDE AD MONAL PL#J wa UR l. Ai. OP IF.q CITY Of TUK;WIL A APPROVED JUL 1 1 2002 AS A; i c_u r. +•G DtVTSION are so b. of Isom ream ar rerisi. j 1 1111111 0 INCH CHINA 1 4 1 - Ow i All exterior walls existing Carpet Family Room 2 - > k 4" 4 7101, 4 9 C . I CO' eP ,G, w/ 1 //- II r(P P. art 'ti �D ar-rp, F.17, eilAP—ATZeie- ‘0117e- 1/;) C/ tfpEl TI E p lI Existing Walls F/G Tub enclosure Heat/light/fan Vent fan to exterior 3 r, II r i, . I or' Existing Walis ( 1111 1 Closet under stairs — I ° 13 11rat4 I Vinyl I Si. t7t £l J. �`LL Ol 6.. 8 L 9, 5 b £ Z L 0 IUI VIII IIIIIIIII�IIIIIii ihIIIIIIII�IIIIIIIII�IIIIIIIII IIIIIIIIIIIIUIII I. Il�IIIllllli�liI ruIi. �i �I�iiiliililiiiI iIIil Bed #1 Carpet \ �J Stack W/D 50 c.km. Vent to exterior co- Windows to meet egress code Closet Bed # 2 Carpet ..._-_. — -- -- 1 r / .j is�tl oo b 1 of biomes striasees r sop sod bloom sod Is won alone otriyso OR ' 31, Woes sir ponies iaUatteas la ee insert rpw ee shies shell comply with se ctions 70$ • ad 7®. U.M.C. f' ;'I' N I111111ilili11iIIIII IIIII T ICI .I.P ililIIiili1ililtlll 1 2 3 5 6 to PI I b ot-al a