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HomeMy WebLinkAboutPermit D06-096 - Stepping Stone Ventures #05 - Mobile HomeSTEPPING STONE VENTURES 14005 42 AV S SPACE 5 D06 -096 Tukwila City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188/(206) 431 -3670 Parcel No.: 1523049008 Address: 14005 42 AV S TUKW Suite No: Tenant: Name: STEPPING STONE VENTURES LLC Address: 14005 42 AV S, UNIT 5, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: ANDERSON CARL AUGUST Phone: Address: 10212 NE 43RD, KIRKLAND WA Permit Number: D06 -096 Issue Date: 06/05/2006 Permit Expires On: Contact Person: Name: ERIN O'LEARY Phone: 206 484 -3840 Address: 20303 10 AV W, LYNNWOOD WA Contractor: Name: ESE CONSTRUCTION INC Phone: Address: 7189 F & S GRADE RD, SEDRO WOOLEY, WA Contractor License No: ESECOI *000RA Expiration Date:12 /01/2007 DESCRIPTION OF WORK: INSTALL AND SET UP OF MOBILE HOME (784 SQ FT) Value of Construction: $1,300.00 Fees Collected: $102.25 Type of Fire Protection: NONE Uniform Building Code Edition: Type of Construction: Occupancy per UBC: 0022 Public Works Activities: Channelization / Striping: N 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: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N ** Continued Next Page ** doc: Devperm 006 -096 Printed: 06 -05 -2006 Tukwila City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: /0 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 perfor nce of work. I am authorized to sign and obtain this development permit. Signature: , ' Date: V - 5 "0I4 Print Name: L / Yl not_ This permit shall become null and void if the work i3 not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm 006 -096 Printed: 06 -05 -2006 City & Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Parcel No.: 1523049008 Address: 14005 42 AV S TUKW Suite No: Tenant: STEPPING STONE VENTURES LLC 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: Conditions PERMIT CONDITIONS * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06-096 Status: ISSUED Applied Date: 03/23/2006 Issue Date: 06/05/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Special inspection for sprayed fire- resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire- resistance design as designated In the approved construction documents. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 9: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 10: VALIDITY OF PERMIT: The Issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The Issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors In the construction documents and other data. D06 -096 Printed: 06 -05 -2006 Signature: Print Name: � n City OriTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us 0 Steven M. Mullet, Mayor Steve Lancaster, Director 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. Date: Co -5 c doc: Conditions 006 -096 Printed: 06 -05 -2006 U Pic Works Depaerrtime7tanr" anon Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • IG#�TII Site Address: P ya35" . 4� N0 Ave, S GENEE:KI (dA 19 Company Name: Mailing Address: Contact Person E-Mail Address: Company Name: Mailing Address: Vent OA= elndporok opplicsaba(7-201•1) ..' ` Page I "••••s a v...... -.. i 4echaincal permit No Public Works t No: project No Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print** - For office erdr) Sline King Co Assessor's Tax No.: Suite Number Floor. Tenant Name: cc New Tenant ❑ .... Yes ❑..No Property Owners Name: C� �i rye' V of k . Vu, +W o2 WA p t73 I A VP. W Lynx WA t2O3{ri Mailing Address: ra CON Ltct E. ON Name: CAIN CY Leaky Mailing Address: • ' an .iCtS ( I A i^e.. W / AAwni L41 Clitai3ape E-Mail Address: Q- i 13 Z) f �. Fax Namben L j 4 S 7g do3 s DayTelephmx:iQOL ys7 36/ I fi1 A`1 '`l1Yleth Coat actoi LaforYwt>!ln uI *itot page Company Name: ESP:- rah .C4rvc u eJiT Mailing Address: Q '7 I i G F� S Grn Kea r3& G QroJo _ 28 aty c Contact Person: ! o n c bt Y� r Day Telephone: c "7 00 Q5 <0 t - 5 E -Mail Address:_ r� pp . //�� Fax Number: R 5 (c -4.� t{ 5 Contractor RegistrationNumber.� air CO 1�.TT Expiration Date: /x /06 * *An original or notarized copy of current Washington State Contractor License most be presented at the lime of permit issuance** sw City Day Telephone Fax Ntmtber City - Contact Person: Day Telephone: E-Mail Address: Fax Number. B1111.DIN(G PERMIT. INFORMATION 206431-3670 Valuation of Project (contractor's bid price): I ' 3 b O c Existing Building Valuation: S 1 7� ' 0 _ Scope of Work (please provide detailed information): I r.5-X 1 ! a £P,F1. p 1- CY min 1 b 4if nw Will there be new rack storage? ❑..Yes o If "yes", see Handout No. for requirements. Provide AB Budding Areas In Square Footage Beiow PLANNING DIVISION• Single building footprint (area ortc kz dauw old sen.waa, ohms rot' decks over 13 Inds aid enahaegs weer than la bathes) For an Accessory dwelling, provide the following Lot Area (sq ft): Floor area of principal dwelling Floor area for accessory dwelling: 'provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact Handicap: Will these be a change in use? ❑....Yes ❑..No If "yes", explain: 0 0-Sprinklers 0-Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or materials in the building? ❑..Yes ❑ _No If yes ", attach list of materials and storage locations an a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. Existing Interior Remodel Addition to Existing Structure New Type of . Construction per IBC Type of Occupancy per IBC Y Floor 2' Floor 3i Floor Ftoors _ tluu _ Baseman Accessory Structures Attached Garage . Detached Garage Attached Carport Detached (carport Covered Desk .. Uncovered Dak B1111.DIN(G PERMIT. INFORMATION 206431-3670 Valuation of Project (contractor's bid price): I ' 3 b O c Existing Building Valuation: S 1 7� ' 0 _ Scope of Work (please provide detailed information): I r.5-X 1 ! a £P,F1. p 1- CY min 1 b 4if nw Will there be new rack storage? ❑..Yes o If "yes", see Handout No. for requirements. Provide AB Budding Areas In Square Footage Beiow PLANNING DIVISION• Single building footprint (area ortc kz dauw old sen.waa, ohms rot' decks over 13 Inds aid enahaegs weer than la bathes) For an Accessory dwelling, provide the following Lot Area (sq ft): Floor area of principal dwelling Floor area for accessory dwelling: 'provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact Handicap: Will these be a change in use? ❑....Yes ❑..No If "yes", explain: 0 0-Sprinklers 0-Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or materials in the building? ❑..Yes ❑ _No If yes ", attach list of materials and storage locations an a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. PUBLIC WORKS PERMIT INFORMATION — 2o6- 433 - 0179 Scope of Work (please provide detailed information): Wier D" .Tukwila ❑ —Water Availability Provided Please refer to Public Works Bulletin #1 for fees and estimate sleet. Sewer District U - .Tukwila ValVue ❑ - Renton ❑ — Seattle ❑...Sewer Use Certificate _Sewer Availability Provided ❑ _ Approved Septic Plans Provided ❑._Septic System - For ousite sep system, provide 2 copies of a current septic design approval by King County Health Department Submitted with Atrogeation (mark boxes which applyk ❑_Civil Plans (Maximum Paper Size —72 x 34^) ❑...Technical Information Report (Storm Drainage) ❑ _ Geotechnical Report ❑_.Traffic Impact Analysis ❑...Bond ❑ _ Insurance ❑ _ Easements) ❑ _ Maintenance Agreement(s) ❑ _-Hold Harmless toward Activities (mark boxes that atadv): a _Rightof -way Use - Nonprofit for less than 72 hours ❑ _ Right -of -way Use - Profit for less than 72 hours ❑ _Right-of-way Use - No Disturbance ❑ _ Right -of-way Use — Potential Disturbance ❑ ._ Construction /Excavatiot ll - Right -of-way Non Right -of -way ❑...Total Cut ❑ ._Total Fill cubic yards cubic yards ❑._Sanitary Side Sewer ❑ _.Cap or Remove Utilities ❑._Frontage Improvements ❑ — Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ._Permanent Water Meta Size... ❑ _Temporary Water Meter size ❑ _Water Only Meter Size- ._..__. ❑ ...Sewer Main Extension ......_....Public ❑...Water Main Extension........__ Public _ - Call before you Dig: 1 800 - 424 - 5555 Water District 1125 ❑ _ Abandon Septic Tank ❑ _ Curb Cut ❑ _ Pavement Cot ❑ _ Looped Fire Line wos W01 WON Private Private ❑.. Highline ❑ _ Work in Flood Zone ❑ _ Storm Drainage ❑ _.Renton ❑ _ Grease Interceptor ❑ .. °monetization ❑ _ Trench Excavation ❑ _ Utility Undergrounding ❑ _.Deduct Water Meter Size ___ FINANCE INFORMATION Fire Line Size at Property Line ❑_.Water 0—Sewer Monthly Service BilIintt m: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑_Sewage Treatment Name: Day Telephone Ckr Slate Ti Day Telephone Mailing Address: Car Srae Zip Unit Type: Qty Unit Type: Qty . Unit Type: Qty Boiler/Compressor: Qty Fomace<100K BTU Air Handling Unit >10,000 CFM rue Damper 0-3 HP /100,000 BTU Fomace>100K BTU Evaporator Cooler Diffuser 3-I5 HP/500,000 DIU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat - 15 -30 HP /I,000,000 BTU Suspended/Wall/Floor Mounted Heater VeatiladonSystem Wood/Gas Stove 30-50 HP11,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition In Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10 000 CFM Incinerator — Comm/1 d Other Mechanical q pment MECHANICAL CONTRACTOR INFORMAT ION Company Name: Mailing Address: CSr sun Contact Person: Day Telephone: E-Mail Address: Fax Number. Contractor Registration Number. Expiration Date: "An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** Valuation of Project (contractor's bid price): S Scope of Work (please provide detailed information). se: Residential: New _..0 Replacement ....Q Commercial: New —.0 Replacement.._ ❑ Fuel Tvoe: Electric.. `I ' Gas ..-0 - Other Indicate type of mechanical Value of Construction — In all ea a value of construction amount should be entered by the applicant This figure will be reviewed and is subject to possible revision by the Path Center to comply with anttnt Fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 150 days following the date of application shall expire by limitation. • The Building Official any extend the time for action by the applicant for a period not exceeding ISO days upon written request by the applicant as defined in Section 107.4 ofihe Uniform Building Code (current edition). No application shall be extended more than once. !HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: OR A Prim Name: E1L / Ill i J et" y� Day Telephone: t 1b, Lq 7 a c3, � sda *q17 Mailing Address: Q0 I de I - Ptc,e w C V /oa4) (PA `ISO / I Date Application Accepted: as —awneel rmtstytt -mte • e. co Ana a_ Alk being installed and the quantity below Date Application Expires: Page 4 oil Date: 3 a -o 4 Staff Initials: RECEIPT NO: R06 -00790 Initials: JEM Payment Date: 06/05/2006 User ID: 1165 Total Payment:764.88 Payee: STEPPING STONE VENTURES LLC SET ID: 0403 SET NAME: STEPPING STONE SET TRANSACTIONS: Set Member Amount D06 -094 63.74 D06 -095 63.74 D06 -096 63.74 D06 -097 63.74 006 -102 63.74 D06 -103 63.74 D06 -104 63.74 D06 -105 63.74 006 -106 63.74 006 -107 63.74 006 -108 63.74 D06 -109 63.74 TOTAL: 764.88 TRANSACTION LIST: Type Method Description Amount Payment Check 6107 764.88 TOTAL: 764.88 ACCOUNT ITEM LIST: Description BUILDING - RES STATE BUILDING SURCHARGE city of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206431 -3665 SET RECEIPT Account Code Current Pmts 000/322.100 710.88 000/386.904 54.00 TOTAL: 764.88 6 X85 06/05 9716 TOTAL 842.88 Steven M. Mullet. Mayor Steve Lancaster, Director RECEIPT NO: R06 -00385 Initials: JEM User ID: 1165 Payee: STEPPING STONE VENTURES, LLC City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 SET ID: 5000000457 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount ,,: 38.51 D06 -095 38.51 D06 -096 38.51 D06 -097 38.51 TOTAL: 154.04 SET RECEIPT Payment Date: 03/23/2006 Total Payment:154.04 TRANSACTION LIST: Type Method Description Amount Payment Check 6071 154.04 TOTAL: 154.04 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 154.04 TOTAL: 154.04 3827 03/23 9716 TOTAL 154.04 Steven M. Mullet Mayor Steve Lancaster, Director Protect: SYeh) /;vy S - Type of Inspection: r — /N ' - �- Address: yew S V2 Av S Lac Date Called: Special Instructions: Date Wanted: U /- L-Z U m. Requester: Phone No: „206- gn - /0 5 S required prior to approval. Approved per applicable codes. Corrections O MENTS: /M / "fier , /fir A / 14, J k nspector: ���,� Date: rate: INSPECTION RECORD Retain a copy with permit TON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3 REINSPECTION FEk REQUI . Prior o inspection. fee must be at 6300 Southcenter Blvd., S to 100. Call the schedule reinspecti6n. Vo,: rate: INSPECTION NO. � INSI5ECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. (206)431.36,70 0 Corrections required prior to approval. COMMENTS: /eat Qv--• (9r - z -" rim ( Inspecto (/ $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal the schedule reinspection. Project: 1 s / r i� „u`j G ila rJ F Type of Inspection: j `7 u Ai Addre s: / '/oo S 92 4a S , Date Called: ,' Special Instructions: 'Y Date Wanted: a.m : Requester: Phone - - L/ot1 - 36 . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Biv . #100, Tukwila, WA 98188 COMMENTS: Inspector: p Rece INSPECTION RECORD Retain a copy with permit proved per applicable codes. Corrections required prior to approval. o.: !Date: PER NO. (206)431 -3670 Date: l ,.,/oi I 5 — io -o 00 INSPECTION FEE REQ 'RED. PMlor o inspection, fee must be id at Southcenter Blvd., uite 100. Call the schedule reinspection. 0._ •. Skirting is checked for compound L consistency and heat distortion. VRHItUHIVI VINYL SKIRTING The Confident Choice' An Industry Leader Variforms has been a leader in the vinyl skirting industry for over 20 years. We are one of the largest and fastest growing manufacturers of vinyl siding products and accessories in the world. As a leading manufacturer of vinyl product, Variform has continuously engineered and innovated to produce and offer the highest quality product with the latest technology available. All Variform products are made in the U.S.A., built to stand the test of time, and are backed by a Limited Lifetime Warranty. Due to printing limitations, colors may not be exactly as shown. Contact your distributor for actual product samples. 303 W. Major P.O. Box 559 Kearney, MO 64060 Phone: 800.800.2244 Fax: 816.903.6942 www.variform.com ® Variform, and The Confident Choice are registered A......V.. L. t.� t... A n ... .....�.J RECEIVED ° M z? 06 V, ProGuard' PERMIT CENTEn paver/149 : 111111 111 Components Make P ro G u a rd TM The Difference • Attractive rough -sawn texture • Available in solid and center - vented panels • Patented center -vent design for maximum airflow • Easy to install • Limited Lifetime Warranty :OLORS l Gray Pearl Tan 1 Top -rail design resists warping and blowout. Pre- notched front top rails allow for expansion overlap and help reduce installation time. 2 Removable -panel design lets you store garden tools, lawn furniture, and children's toys out of sight — but not out of reach. 3 Extra -wide, 16 -inch panels mean fewer panels to cut — which saves even more installation time 4 Unique design lets panels self - adjust to ground -level fluctuations due to changes in weather conditions. These installation guides also keep panels from snagging on rail fasteners during frost heave, thereby preventing buckling. VINYL SKIRTING The Confident White 5 5 Special interlocking panels _keep the panels secure and the locks hidden so they don't detract from the appearance of your home. 6 Ventilated panels are required to help eliminate moisture buildup and allow for proper air circulation. (Check your home's specifications for proper ventilation requirements ) 7-F- shaped bottom rail design (instead of a narrow "U" shaped channel) provides a stable foundation and prevents the channel from buckling. ` (Colors are used in photo are for enhancement purposes only). 8 Bottom rail design, with its precut slots for ground spikes or cement screws, allows for ease of installation on concrete or directly on the ground. MATERIALS CALCULATIONS 12'x 74'x 16'x 24'x 28'x Size of Home 50'1 55' 60' 65' 70' 60 65' 70' 80' 60' 65' 70' 80' 60' 65 70' 65' 70' Perimeter (linear measurement) 120' 130 1 —1 140 150' 1 160' 148' 168' 162' 182 152' I 162' 166 188 154' 174' 180' 182' 192 Height of Skirting (Panel cut length) NUMBER OF PANELS REQUIRED 16' -18' 12 13 14 15 15 14 15 16 18 14 i6 16 79 16 17 18 18 18 19' -20' 13 14 15 17 18 16 17 18 20 16 18 78 21 18 19 20 20 21 21' - 24' 15 17 18 19 20 18 20 21 23 19 21 21 25 21 22 23 23 24 25'- 28' 18 20 21 23 24 22 24 25 28 23 25 25 28 25 27 27 28 29 29' -36' 23 25 27 29 30 27 30 31 35 28 31 32 36 31 33 35 35 36 33. 35 38. 40 36 ' 4Q 41 ,46 - 37 - 41 42. 48 41 44 46. 46 .-48;'. t 1.. to - 1? -31 � �tl i,- 1 i,Ats a =la_.. 11 - 14 ".$3 _.. .1H -75 16 1 1$ ... . - „ 37: : 111111 111 Components Make P ro G u a rd TM The Difference • Attractive rough -sawn texture • Available in solid and center - vented panels • Patented center -vent design for maximum airflow • Easy to install • Limited Lifetime Warranty :OLORS l Gray Pearl Tan 1 Top -rail design resists warping and blowout. Pre- notched front top rails allow for expansion overlap and help reduce installation time. 2 Removable -panel design lets you store garden tools, lawn furniture, and children's toys out of sight — but not out of reach. 3 Extra -wide, 16 -inch panels mean fewer panels to cut — which saves even more installation time 4 Unique design lets panels self - adjust to ground -level fluctuations due to changes in weather conditions. These installation guides also keep panels from snagging on rail fasteners during frost heave, thereby preventing buckling. VINYL SKIRTING The Confident White 5 5 Special interlocking panels _keep the panels secure and the locks hidden so they don't detract from the appearance of your home. 6 Ventilated panels are required to help eliminate moisture buildup and allow for proper air circulation. (Check your home's specifications for proper ventilation requirements ) 7-F- shaped bottom rail design (instead of a narrow "U" shaped channel) provides a stable foundation and prevents the channel from buckling. ` (Colors are used in photo are for enhancement purposes only). 8 Bottom rail design, with its precut slots for ground spikes or cement screws, allows for ease of installation on concrete or directly on the ground. ESE Construction Inc. 7189 F&S Grade Rd. Sedro Wooley, Wa 984 360. 7083699 360. 866.4346 fax WAINS x011937 11106 ESECOI °000RA 12105 I 1 . President Ron So ni 9 L g" F c Any size manufactured home 12'114'16' wide to 70' long State approved tie downs every 11' on center Typical blocking and tie down installation to Washington state code 8x8x16 hollow concrete blocks set on 2 ea. 4x4x8 solid concrete blocks (pad) Or state approved metal stands on pads with wood shimes and wedges. Foundation pier blocking 8' center to 12' center Manufactured Home Main Beam in14 Perimeter block at every everi.gigamaid window larger than 486 OF TUKWILA MAR 2 3 2006 PERMIT CENTEn Paose-01(49 rit nu[a Platt 5tr- :•r - Z1xb 1..VI.t P1.1 828 682 0259 Pacific Consulting Engineers 89/22/06 08tseam P. 002 ,10.41.4004 7 September 21, 2005 Mr. Scott Moreno Minute Man Products, Inc. 303 West King Street East Flu hock NC 28726 2150 Bell Area Sala 149 • Swamento. CA 99518 • (916) 9644028 • Esc (910) 564 -6029 Fos con Permit No. Plan Amor lI review r ^ 7r^v21 H subject to errors and omissions, the "torixE of � f N � is Keennsse MAR 2 9 2006 0 Of R! IT! Tukwila �. Please be advised my Washington Engineer's license has been renewed to 7/17/07. I ban stamped and signed by seal on this letter. I have re- sealed the Engineered Tie Down plan and details with the updated WA seal and have mailed the plans to you for your use. RE: State of Washington Engineer's seal Dear Scotty Sincerely CaS David A. Dahmer P.E. TDTRL P.01 RE CITY OF CEIVED MAR 2 3 2006 PERMIT CENTEtt tX2(r ia V1N.. 7. THE SIZES, TYPES, LENGTHS, LOT, OF MATERIAL SHOWN HEREIN ARE MINIMUM. LARGER, LONGER, HEAVIER MATERIALS SUPPUED BY MINUTE -MAN PRODUCTS. MAY BE USED AT THE SAME SPACING IL LOCATION SHOWN. 8. ALL PARTS ARE STAMPED MMA- WITH THE APPROPRIATE PART NUMBER. S. THIS TIE DOWN SYSTEM CAN BE USED WITH 10' WIDE MANUFACTURED HOME SECTIONS WITH 100' CHASSIS CENTERS PROVIDED THE HEIGHT FROM GRADE TO THE BOTTOM OF THE CHASSIS BEAM DOES NOT EXCEED 18". 1D. TIE DOWN STRAPS IN THE LONGImm9bINAL OR TRANSVERSE DIRECTION CAN BE BOLTED TO THE HITCH ATTACHMENT PLATE THAT IS WELDED TO THE CHASSIS BEAM. Minute Man 828 692 0268 MINUTE MAN ANCHORS, INC. 305 WEST ICING STREET EAST !SMOCK, INC 28726 PH: WOO) 435-7277 ENGINEERED TIE DOWN SYSTEM DESIGN & GENERAL NO'T'ES DESIGN LOADS: •WIND • SOIL SEARING 1000 PSF • TIE DOWN STRAP — 31505 WORKING LOAD • SEISMIC ZONE 4 TIE DOWN ST F.dN[01,0 1/4" WIDE x 0.035 THICKNESS ZNC PLATED AND MEET ASTM • EARTH GERS , MIN. (TESTED TO 47505 MIN.) • • CONCRETE ANCHORS 13905 ( LCCULA'wD) zt 'GENERAL NOTES: s: 1. THE CHARTS SHOWN HEREIN ARE FOR THE REQUIRED NUMBER OF TIE DOWNS ON THE SIDES OF THE MANUFACTURED HOME. 2. TIE DOWNS ARE REQUIRED AT EACH CHASSIS BEAM, EACH END OF EACH TRANSPORTASLE$ECTION OF mg MANUFACTURED HOME AND CAN BE ANY OF THE TYPES SHOWN HEREIN. 3. COMBINATIONS OF THE OFT-RENT TYPES OF TIE DOWNS CAN BE USED. 4. IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TOAN OBSTRUCTION. USE OF CROSS DRIVE ANCHORS IS PERMITTED, PROVIDED (2) CROSS DRIVES ARE. INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE INSTALLED. 5. FOR ALL TIE DOWN INSTALLATIONS, THE MFGD HOME CHASSIS MEMBERS ARE SHOWN AS "P BEAMS. FOR ILLUSTRATION PURPOSES ONLY. CHASSIS BEAMS CAN ALSO BE "C" SHAPED OR "RFC" SHAPED. S. END TIE DOWNS CAN BE LOCATED WITHIN 24" OF EITHER SIDE OF CHASSIS BEAM AXIS AS SHOWN. — T • 7/17/ 09/22/06 08,SSam P. 009 Minute Man :'3EAM SMOwu. Sit • .t'9 - 'rC',MASS: lCR CND '.t DOWN C'..NNCGICINS y NAU i!t 1 l -1 NC4636, EZDH &MMA34 EARTH AUGER TIE DOWN ,( rK nor r PAW la oat 828 692 0258 09/22/05 08t58am P. 004 c ca.. nwpN. • S -NAS w S1s SEC roR CNO 11G oorN CWI tcnoxs wwl+ Moat M SWAMP putt SKILL tor Mars . a MO HL10 a 1 •It �OL1. ` t"A" i cows ANCHOR 91111. SWAP ooxr "C" BEAM CHASSIS "RFC' BEAM CHASSIS INSTALLATION INSTRUCTIONS EARTH AUGER TIE DOWN 1. THE DRIVE MACHINE IS STARTED AND THE ANCHOR IS TURNED INTO THE GROUND TO A POINT WHERE THE TOP (STABILIZER HEAD PLATE) IS FLUSH OR SLIGHTLY BELOW GROUND LEVEL. THIS INSURES THAT THE E2 ANCHOR STABILIZER WILL SE AT ITS REQUIRED INSTALLATION POSITION. 2. FOR THE EZANCHORSSTABILLZER TO ACHIEVE FULL POTENTIAL INSTALL THE ANCHOR VERTICALLY WITH NO DEVIATION GREATER THAN 10 DEGREES. NOTE A SLIGHTLY GREATER ANGLE MAY SE USED TO START THE ANCHOR TO AVOID CONTACT WV THE HOME & STRAIGHTENED AS THE ANCHOR IS GROUND SET. THE SPLIT BOLT IS INSERTED, STRAP FASTENED, AND TIGHTENING ADJUSTMENT MADE. NOTE WITH MACHINE INSTALLATION, A MINUTE -MAN ADAPTER DESIGNED TO FIT BOTH THE ANCHOR HEAD AND DRIVE MACHINE SHAFT IS AVAILABLE. INSTALLERS DO NOT NEED ADDITIONAL OR SPECIAL EQUIPMENT FOR EZ ANCHOR INSTALLATION. NOTE: AN ADDITIONAL STABILIZER PLATE IS NOT REQUIRED WITH EZCH & GW2 EARTH AUGER TIE DOWN. CONCRETE TIE DOWN CkOSS DRIVE TIE DOWN E t erk ir0IMS4 POI M41/4I4 IMMC 7G Z; Cal SOC TIC DONN O"OUNO MR 10C lit Cows P$(!SS !RIVE q/ $ 491LITrP DI AT? nr -Ali Q •. Minute Man FIRST CHECK FOR UNDERGROUND UTILITY LOCATION: EZDH EARTH AUGERS 1. SEE DETAIL THIS BOOKLET FOR INSTALLATION INSTRUCTIONS. EARTH AUGERS 1. INSTALL AUGERS INTO SOIL WITH CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE LEAVING APPROX. 12' OF SHAFT EXPOSED. 2. INSTALL STABILIZER PLATE. DRIVE FLUSH WITH GROUND SURFACE. 3. COMPLETE TURNING AUGER INTO GROUND UNTIL AUGER HEAD IS FLUSH WITH GROUND SURFACE AND TOP OF STABILIZER PLATE CROSS DRIVE ANCHORS 1. CROSS DRIVES ARE USED WHERE HARD ROCKY SOIL. OCCURS. IF THE GROUND SURFACE IS OTHER THAN ROCK OR MINIMUM 2' ASPHALT, INSTALL MMA -2D2 STABILZER PLATE, OR PLACE m ini? DEEP CONCRETE. • CONCRETE SLAB ANCHORS 1. CONCRETE SLAB TO BE MINIMUM 31R" THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA REQUIRED FOR EACH ANCHOR IS 28 SQ. FEET. 3. DRILL PROPER SIZE HOLE IN SLAB MINIMUM IT FROM ANY EDGE. ALL APPLICATIONS 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. INSERT STRAP THROUGH SPLIT NUT, CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG. END TIE DOWNS SEE CK*Rt 926 992 0268 09/22/06 09,68am P. 006 INSTALLATION INSTRUCTIONS TIE DOWN LOCATIONS EMO nE OOFNS SEE CHART Iwo Txsons sEE ow SINGLE WIDE DOUBLE WIDE TRIPLE WIDE EARTH AUGERS mrro 35 1 MFG9iCMB "` ITco msat G 12 1 3 1 4 1 I CROSS DRIVE ANCHORS CONCRETE SLAB ANCHORS 1 31 az 6z sz T3 3a az eLr s9 s5 Ma "'HOF wt tEN61HOF , MFG'D WNE � MFOLHOME m_ 3 4 5 6 7 4$ 6 1 8 NOTE: IF OBSTRUCTIONS PRECLUDE THE PLACEMENT OF THE SIDE TIE DOWNS AT THE 2 LOCATION SHOWN SIDE TIE DOWNS AT 2-0' FROM EACH END HAVE A TOLERANCE OF l'± IS" MIN. "deN '"END TIE DOWN N NOTE: TIE DOWN STRAPS - DTHE CHASSIS BEAM ETIOS'TEND TIE DOWNS) CAN BE ATTACHED TO A CHASSIS CD - . , - SUPPORT PIER WITH A PIER BOLT ON TOP. (SEE SKETCH ABOVE). Q _�.— D. Minute Man TLW 01 -O MM4Z02 STABILIZER PLATE STABILIZATION PLATE WELDED TO ROD GUIDE & STRAP HEAD 828 662 0" NC4636 7/6 Om 3EAUOER ANCHOR MMA SPLIT BOLT & NuT uSE OUTSIDE tats ioR 35" - 4" awls #4 . 1 t o ole CROSS D ANCHOR � HOR CROSS DRIVE S ANCHOR W/ 3/4 RODS W/ 23/32 "1A33" RODS MMA- 2104H MMA- 210PDH STABILIZER CAP COMPACTING MMA -18 CO AN HC EHE OR SLAG MMA -97 5/6 01A MMA -92 3/4 DR MMA -94 3/4. OW 32 - AUGER ANCHOR 32 "AUGER ANCHOR 36 ANCHOR C LIMA 6 3/4 OH 4430 NU 3/4 MM 32 STEEL STRAP w /BUCHEL BO15OM RATE UMA-lf LONGITUDINAL FRAME TIE AND (FOR WIND ZO NE I) MMA -7I STEEL STRAP W /CORNER TIE MMA -34 BOTTOM PLATE TOP PLATE O � 0 �Q O 0 0 0 0 0 00 00 TOP PLATE L x4m+ a' r 01 USE visor HOtfS FOR r - r amass 4- Eta' awCE B MAOONC DOLTS STRENGTH WA TT CORNER TIE JNLCIID AWNS aJP ICARST TO daT •. MMA -660 3/4 DIA 4430 OH 3/4 DIA 50 - AUGER ANCHOR 30" AUGER ANCHOR nOR NE ROD I' c 01 -08 -2008 ERIN O'LEARY 20303 10 AV W LYNNWOOD WA 98036 RE: Permit No. D06 -096 14005 42 AV S TUKW Dear Permit Holder: City. of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be In writing and provide sarisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/11/2008 , your permit will become null and void and any finther work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, J= er Marshall, Permit Technician xc: Permit File No. 1)06 -096 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206- 431 -3665 07 -31 -2007 ERIN O'LEARY 20303 10 AV W LYNNWOOD WA 98036 RE: Permit No. D06 -096 14005 42 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests mast be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an ex tension prior to 09/25/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall, Permit Technician a xc: Permit File No. 1)06-096 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206- 431 -3665 ACTIVITY NUMBER: D06 -096 PROJECT NAME: STEPPING STONE VENTURES SITE ADDRESS: 14005 42 AV S, UNIT 5 X Original Plan Submittal Response to Correction Letter # DATE: 03 -23 -06 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: *� -0V Jag ti Public Wor�cs� rti Complete Comments: TUES/THURS ROUA Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Document ✓routing elip.tloc 2 -28-02 PERMIT COORD CORP. •, PLAN REVIEW /ROUTING SLIP -C4 `` ill 4.25 Fire Prevention isj Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Structural Review Required Approved with Conditions ❑ Permit Coordinator DUE DATE: 03-28-06 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 04-25-06 Not Approved (attach comments) ❑ DATE: Fr AA, 3 iWb'O& Planning Division Not Applicable ❑ Permit Center Use Only CORRECTION LETTER MMLED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: OWnetlnformation ..„,-.,.,.• .• ,.: AgetniC OPersorl's; Na": f) y PX\ -6es Name: c_2. ( 0 0 LA" g Address t J t p o �, , c. ,3 Address� l cr. Phone: r�ttJ ^t q 4 .�tA4© Phone: a'1(n Lon A win ) RECEIVED CITY OF TUKWIIA MAR 2 3 2006 PERMITDENTEt Site - ddress (attach m= p and legal This certificate Is for the purposes of. ❑ Residential Building Permit Owner/Agent Signature -C J( 1. The proposed project is within 2. o improvements required. tapplicatlonstwater availability (7 -2003) Printed: 9 -16-03 (Use separate sheet tl more room Is needed) CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center/Building Division: 206 -431 -3670 Public Works Department: 206433-0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: 170( Q "Ift CO (s Partite 4a 130 eompieted by applicant ❑ Preliminary Plat ❑ Commerciallndustrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): jet Vehicular distance from nearest hydrant to the closest point of structure is ft. Area Is served by (Water Utility District): It) AT it A t f a I hereby certify that the above information Is true and correct. le-1 CO' ClJ -its.. 0 CSI-'ei2- P0U- /t) Pk( Agency hone By 2596- ufZ q nf7 ❑ Short msion /'Other KLrL.I{ly c .v 1'�'it ..ter or 4^ Date partEk.c .Tote completed by water utilitg ; tlistricf; (City/County) 3. The Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: d 4. Based upon the improvements listed stetl above, water can be provided and will be available at the site with a flow of gpm at 20 psi residual for duration of 2 tours at a velocity of 1 - / - r fps as documented by the attached calculations. 5. Water availability: a cceptable service can be provided to this project • Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. • System is not capable of providing service to this project J— 20 -0 Date Nei - -a License Information License ESECOI.00ORA Licensee Name ESE CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602034081 Ind. Ins. Account Id #2 Business Type CORPORATION Address 1 7189 F &S GRADE RD Address 2 City SEDRO WOOLLEY County SKAGIT State WA Zip 98284 Phone 56,000.00 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/1/2000 Expiration Date 12/1/2007 Suspend Date Separation Date Parent Company Previous License ESECO• •011 RA Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 CBIC SC6302 12/01/2001 Until Cancelled 512,000.00 11/30/2001 #1 CBIC SC6302 12/01/2000 12/01/2001 56,000.00 11/20/2000 Business Owner Information Name Role Effective Date Expiration Date SOINIE, RONALD E 01/01/1980 SOINIE, ROLENE K 01/01/1980 Look Up a Contractor, Electric; an or Plumber License Detail Page 1 of 2 �•' Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /Ini/bbip /printer.aspx ?License= ESECOI *000RA 06/05/2006 (! - A PORTION OF THE S.E. 1/4, S.W. 1/4, SEC. 15, S W P! 23 IN., R. 4 E., W.(M., IN KING COUNTY, WASHINGTON Of wl wk 11r i of Tkakwlla Building Dkida n. NM: Revisions will require a new plan subs ttai and may indude additional plan review fees, 1:�N+ EDGE OF PAVEMENT .� S. 140TN ST. -- ► EDGE W PAVEMENT 2 I N87.51.23N. 1i a.l ��rf - -- -a- - - 531.4• _ Yg �2 I ► Vp Y\ r•'1 MODULAR HOME t! 1 � � Iyx yy� NOBILAR NOME 1�) I MODULAR HOME 30' may}. t�fli I'fx4�1 NODULAR HOE I arY MODULAR HOME ►� a� }' >% �,,�' ,fit ,, (4x4 r NODULAR Now t;y ap "fit 0 —i $ TNy nn MODULAR I+pME c Itq ❑ V -�'i r (71 ID I Wr72 iy I r NODULAR NONE � •s` ► Y \aY• 1 // ►�Yj !%% wuM Nx UTILITY BLDG r PI 1347 N I❑ I J, bgV V 50' r' \o �q ► �1,1 C I AI , �• NODULAR f101E { 01 �y I 1 1 .4• EDGE W PAVENEN I I EDGE OF PAVEMENT I 3t3 ��,�,�((..�� qq at..6 �L It,>< <�?a 17, {3 ata� -I� It. pL IT•Ta -It 75 •1..!..11. {yy /�� Is j \ti 1 0111 11 1! CU d d - �5123V 307211' - -_ r1 - IlG 1\ ru 141 EMT. 8T.^ .fU I..Y Y M✓ EE COMPLIANCE d►IL40rm�'1MC� MAR 2 9 2006 Aiy Of Tukwila qj TTY T)jNr_\ M11I -TnI N 9l 4l El zl. ' `t IIIIIIIIII VIII IIIIIIIIIIIIIIIIII.IIIII1.111 I I i i�sif� +i ���i i l �1 1I r►1 � ��� ��� 111 �a 3 6 �Y� rk1 :r'aH.�^as ;s x•+�� °+� + 'se%^.X'•��`^ r•., Y:rea•ri+ � � y 'yR,��)�' �� 0"� "ib�tc�.. 5�`�-:?'t g'��/'�d Lat`� s 9 • q`?' , 4 E Z l , w� fterm3t No. 4 Plan n view approval Is subject t* 61 to and =lalrl Amoval of construction docturwM do" not aft the violation, L.ccepted Dods or ordhtaroae. Rec Of pprovc::C� d fftbm Is admmk* By (Date: (-P - S -d to _ N - City of Tukwga ®UUMG DNWON 2 MqN FEET) JO• Ml BASIS OF BEWNQ SOUTH LINE W S.V. 1/4, SEC. 75, T.VP. 23 N., R. E., N87.35'07•V, AS SIQV/N ON RECORD W SURVEY AS RE- CORDED IN VOLUME 97, PAGE 155, RC13RDS OF KING COUNTY, WASHINGTON. INSTRUMENT USED A FIELD TRAVERSE USING A SGKKIA 3100 TOTAL STATION INSTRUMENT AS USED TO ESTABLISH THE RELATIONSHIP BETWEEN THE CDITROLLING MMRICNTATION AS SHOWN. LINEAR AND ANGULAR CLOSURE 13F TRAVERSE MEETS THE STANDARDS OF VAC 332 - 130 - 090. LEGEND A FOUND HOLNICNT AS NOTED ® CALCULATED RECORDED M MEN, T P CR ECR D ONNV EDY E SATS R OD DURING NEW CONSTRUCTION OF INTERNATIONAL BLVD. (PACIFIC HWY. SOUTH) O SCT No. S RCBAR AND I.D. CAP REFERENCES I. TITLE REPORT ORDER No. 1145210 PREPARED BY CHICAGO TITLE IN COMPANY. 2. THE FOLLGVING RCCGRD OF SURVEYS VOL. 97 PG 155 t 156, VO4 I6_ PG_29, _VOL. 44, PG 200, UNRECORDED stRv¢v or .mss nnu YLAM R' JAMES CLARK'S GARDEN ADDITION TO TIME CITT W SEATTLE. Va. 13 W PLATS, PG 12, ANp TIE PLAT RWBIHS VIEW TRACT ON ADO�VOL. PG. 90. 3. ADDITIONAL RIGHT WAY APII,IC .. -..._ 4. BY LUGAL DOSCRIP'TION THAT PORTION W LOT 8, BLOCK I. JAMES CLARK'S GARDEN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT TFEREW, RECORDED IN V0.LVE 17 W PLATS, PAGE(S) 12, IN KING COUNTY, WASHINGTOI LYING EAST W THE EASTERLY MARGIN W STATE ROAD No. 1 (PACIFIC HIGHWAY SOUTH) AS ESTABLISHED BY DEED RECORDED TINDER RECORDING MURDER 2014237/ EXCEPT THAT PORTION THEREOF CONDEMNED FOR PUBLIC ROAD AND HIGHWAY PURPOSES IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 6099481 IDGETHER WITH TIE foRTH 322.7 PEST W THE VEST 520 FEET W THE EAST 540 FEET W THE SOUTHEAST ONRTER W TRUE SOUTHWEST GARTER W SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTOI EXCEPT TINT PORTION THEREOF CONVEYED TO THE STATE W WASHINGTON FOR STATE ROAD No.I (PACIFIC HIGHWAY SOUTH) BY DEED RECORDED UIDER RECORDING NUMBER 20481441 AND EXCEPT THAT PORTION THEREOF CONDENNED FOR COUNTY RIGHT W WAY (42ND AVENUE SOUTH) IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 6140941 TOGETHER WITH THAT PORTION W VACATED 40TH AVENUE SOUTH (CONNECTION STREET) LYING EASTERLY W STATE ROAD N0. 1 (PACIFIC HIGHWAY SOUTH) AND ADJOINING ALL THE HEREIN ABOVE DESCRIBED PARCEL W LAND1 EXCEPT THOSE PORTIONS CONVEYED; TO THE CITY W TU(VILLA BY DEEDS RECORDED LNDER RECORDING NUMBERS 20020416003155: AND 20020416003156 . (LE("�S1�OIIT1®TTI o" CHICAGO ,TITLE INSURANCE ORDER Nm 114WI0) CITYAOFTl1KWII A MAR 2.3 2006 PERMIT CENTEh