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HomeMy WebLinkAboutPermit D08-104 - SOUTHGATE MOBILE HOME PARK #23 - MOBILE HOMESOUTGATE MOBILF4 HOME PARK 14005 42 AV S D08 -104 Parcel No.: 1523049008 Address: 14005 42 AV S TUKW Suite No: Tenant: Name: SOUTHGATE MOBILE HOME PARK #23 Address: 14005 42 AV S , Owner: Name: STEPPING STONE VENTURES L L Address: 20303 10TH AVE W , LYNNWOOD WA 98036 Phone: Contact Person: Name: ERIN O'LEARY Address: 20303 10 AVE W , LYNNWOOD WA 98036 Phone: 206- 484 -3840 Contractor: Name: ESE CONSTRUCTION INC Address: 7189 F & S GRADE RD , SEDRO WOOLEY, WA 98284 Phone: Contractor License No: ESECOI *000RA DESCRIPTION OF WORK: INSTALL AND SET UP MOBILE HOME Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Citylif Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us $1,300.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 - 104 Issue Date: 03/13/2008 Permit Expires On: 09/09/2008 Expiration Date: 12/01/2009 Fees Collected: $105.48 International Building Code Edition: 2006 Occupancy per IBC: 0022 D08 -104 Printed: 03 -13 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City db Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Permit Number: D08 - 104 Issue Date: 03/13/2008 Permit Expires On: 09/09/2008 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 thy- performanc= • •f work. I am authorized to sign and obtain this development permit. Signature: Date: ' 018 Print Name: doc: IBC -10/06 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 Y P d or abandoned for a period of 180 days from the last inspection. D08 -104 Printed: 03 -13 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1523049008 Address: 14005 42 AV S TUKW Suite No: Tenant: SOUTHGATE MOBILE HOME PARK #23 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: D08 -104 Status: ISSUED Applied Date: 02/26/2008 Issue Date: 03/13/2008 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: All wood to remain in placed concrete shall be treated wood. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 15: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) doc: Cond -10/06 D08 -104 Printed: 03 -13 -2008 doc: Cond -10/06 • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 17: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 19: Adequate ground ladder access to rescue windows shall be provided. 20: Maximum grade for all projects is 15 %. 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** D08 -104 Printed: 03 -13 -2008 Signature: Print Name: C )e I I V doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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: ( 0?) D08 -104 Printed: 03 -13 -2008 CONTACT FERS Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWIL Community Developme. ) epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us Applications and plans must be complete in order to be accepted for plan review Applications will not be accepted through the mail or by fa * *Please Print ** - - - Site Address: 1 1OO 5 L-4(4' Ave, 5 Tenant Name: +k n rn N P Property Owners Name: p i r cS Mailing Address: Company Name: 3 f . ( r S-Iry 6110 Mailing Address: ! (8 5 Gv'd' Rd ko n Sor 111 Contact Person: E -Mail Address: 1 Contractor Registration Number: ("" ) A t 1J S 1 �{ 131 11 ', Q:1 Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ! rmect No. (For office use orlyJ King Co Assessor's T Suite N ;GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg5)) City do we contact when your permit is ready to be issued . Name: Day Telephone: _aO(.p Mailing Address: x030`, 1 d City Day Telephone: Fax Number: State State 304 state Floor: .... Yes D ..No Zip V ,1 t nnL000S W A R 03(0 - n � �^ City State E -Mail Address: h Gam! : "D L- W W� Fax Number: L / )5 T7 a(2 giro W d 1 City S i e Zi p 8 Day Telephone: , ,O ig5(, (i Fax Number: 3(0 0 856 LI-3L p Expiration Date: '5 L Q� nQQ f`A f a40( ns'inust be wet stamped by Architect of Remo] Zip CORD — All plans tnlust be stamped by E#igineer of Record City Day Telephone: Fax Number: Zip Page 1 of 6 Q:Wpplications\Forms- Applications On Lined -2006 - Permit Applieation.doc Revised: 9 -2006 bh 1 yaP1 V a -!."!1-147-11. 11 \l 11 ^* I.VV"'*J t -V Valuation of Project (contractor's bid prtt..o: $ 0 0 Existing ,.,gilding Valuation: $ Scope of Work (please provide detailed information): In S + + I I 't u o m a Le,, 0 vwv Will there be new rack storage? D.... Yes No If yes, a separate permit and plan submittal will be required. P rovide Ail Building. iiu S„q ita *e Footage Belo 1" Floor 2 Floor 3`° `Floor Basement Accessory Structure* Attached Garage Detached Garage Attached Carj ort Detached Carport Covered Deck Uncovered Deck Interior Remodel Addition to Existing Structure Typeo Construed per IBC pe w' )ccupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ - Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 10532 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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. BUILDING OR OR Signature: Print Name: ) 3 Mailing Address: Q.V7)Q Date Application Accepted: //))S QA Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: . f x j0 Day Telephone: C( 7 (/� -�d„ �l od Ovstt Zip Staff Initials: 41 Date Application Expires: Page 6 of 6 _ City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 1523049008 Permit Number: D08 -104 Address: 14005 42 AV S TUKW Status: APPROVED Suite No: Applied Date: 02/26/2008 Applicant: SOUTHGATE MOBILE HOME PARK #23 Issue Date: Receipt No.: R08 -00736 Payment Amount: $65.70 Initials: WER Payment Date: 03/13/2008 10:36 AM User ID: 1655 Balance: $0.00 Payee: STEPPING STONE VENTURES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6805 65.70 ACCOUNT ITEM LIST: Description rtnr: Raraint -(1R BUILDING - RES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 61.20 000/386.904 4.50 Total: $65.70 9090 03/13 9710 TOTAL 33796 PrintArt• 03- 13 -700R Payee: STEPPING STONE VENTURE ACCOUNT ITEM LIST: Description PLAN CHECK - RES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 1523049008 Permit Number: D08 -104 Address: 14005 42 AV S TUKW Status: PENDING Suite No: Applied Date: 02/26/2008 Applicant: SOUTHGATE MOBILE HOME PARK #23 Issue Date: Receipt No.: R08 -00532 Payment Amount: $39.78 Initials: WER Payment Date: 02/26/2008 10:54 AM User ID: 1655 Balance: $65.70 TRANSACTION LIST: Type Method Description Amount Payment Check 6788 39.78 Account Code Current Pmts 000/345.830 39.78 Total: $39.78 9122 02 /245 9710 TOTAL 100.98 doc: Receiot -06 Printed: 02 -26 -2008 Probe 4 //ebi /e Type of Inspection: F it, 4 Address: /V'd S 1 04 v S Date Called: Special Instructions: / Date Wanted: a.m. Requester: Phone No ( 6164 -- 1 7v / / -3 g 4 /U INSPECTION RECORD Retain a copy with permit /oy PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. ❑ Corrections required prior to approval. f COMMENTS: p ofAi,1 (.oL..pE" (kE 'Inspector Date: i r_ ❑ $60.00 REINSPECTION FEE REQUIRE IS Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro jr.:, c it`Wt i/ /ate Type of Inspection: -7. - W Address: Date Called: Special Instructions: Date ted: G r?v —Q� a.m. p.m Requester: —' Phone No: bae-mi/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'yz .00 REINSPECTION FEE REQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: i . P r o j e c t : 5 4 N Sit mole: i 0p4aE Type of Inspection: is, -r..,I4 / ice r 1 Address: / Sruar Suite #: 2.3 yz - 's, Contact Person: f.e., a . Leary Special Instructions: Phone No.: zoo - Sr .fy- 38'yd' Needs Shift Inspection: Sprinklers: ' r '` Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT © I cL/ PERMIT NUMBERS 444 Andover Park East, Tukwila Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: - OA; A? AA 1 f� — £iAck 1 0 $moo ¢ 41.4106.1 04 — ate 4,a4 grol ,4IN /,..5 .‘ cAs Inspector: 5v ,S/ S' Date: G/i Hrs.: Y g e $80.00 REINSPECTION FEE REQUIRED. You will receive�an invoice from t City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ti Minute Man Ft.k September 21, 2005 Mr. Scott Mor Minute Man Products, Inc. 305 West King Strcet East Flat Rock, NC 28726 Dear Scott; Sincerely David A. Dabmen PI;. 826 692 0268 09/22/06 08c68am P. 002 710004004' r Pacific Consulting Engineers 2150 Bell Arc.. Saito 145 • Sacramento, CA 95838 • (916) 5644021 • Fax; (916) 564 -6029 RE: State of Washington Engineer's seal "bo8- 101.1 FILE COPY Please be advised my Washington Engineer's license has been renewed to 7/17/07. I have 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. FEB 26ZfJub PERMIT CL MAHE TIE nom f' rap. 4TRP Mt•M MOLL sn ' 1 a lvr -- SCR cur, C DOWN C CCT ;ON1 • v *'AWE �`•Z Minute Man t0 '-V-1 NC4836, EZDH & MMA34 EARTH AUGER TIl_ DOWN ■ I�r SOE ^I DOWN Suit 7 ORIU. 906" HOLC AT w0 HEICH* OF SENA. raw. 1/2' A307 DOLT. CHASSIS riNA34 rkAUt TIE e700 Y 51EE1 SA B�7CKlE 028 692 0258 09/22/05 08158am P. 004 VEC/N sHOWW, sEE C'& RFC ro EHLo TIE DOWN eONNEDDONs j SNO°N, iEE C RRC F OH1 CND TIE DOWN COMECT10RS 4 1MA34 FRAME TIE STAMMER PLATE DAILL 0 /1r MU 4 LOD MEW OF 1 A]07 a1. /. RECEIVED - T� STEEL STRAP r FEB 2 6 2006 DOWN FoR " C " BEAM CHASSIS ° RFC ° BEAM CHASSIS PERMIT CENTER, INSTALLATION INSTRUCTIONS 1. THE DRIVE MACHINE IS STARTED AND THE ANCHOR IS TURNED INTO THE GROUND TO A POINT WHERE THE TOP (STABIUZER HEAD PLATE) IS I LUSH OR SUGHTLY BELOW GROUND LEVEL THIS INSURES THAT THE E,Z ANCHOR STABILIZER WILL BE AT ITS REQUIRED INSTALLATION POSCC(ON. 2. FOR THE E-Z ANCHOR/STABIUZER TO ACHIEVE FULL POTENTIAL, INSTALL THE ANCHOR VERTICALLY WITH NO DEVIATION GREATER THAN 10 DEGREES. NOTE: A SLIGHTLY GREATER ANGLE MAY BE USED TO START THE ANCHOR TO AVOID CONTACT WITH THE HOME & STRAIGHTENED AS THE ANCHOR IS GROUND SET. THE SPUT 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 E -Z ANCHOR INSTALLATION. NOTE: AN ADDITIONAL STABILIZER PLATE 1S NOT REQUIRED WITH EZDH & GWZ EARTH AUGER ?IE DOWN. CONCRETE TIE DOWN MSS DRIVE TIE DOWN SLOE TIE DOT++ GROUND (INC WOE TIC DOWN - EARTH AUGER TIE DOWN SPLIT BOLT Of NUT CROSS FOR ST�1EER Eh CRQSS DRIVE w/ STA iLIi rc, W Q C3 - Minutia M ®n ENO TIE SINGLE WIDE 828 692 0258 INSTALLATION INSTRUCTIONS 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 STABIUZ8 PLATE CROSS DRIVE ANCHORS 1. CROSS DR;VES ARE USED WHERE HARD ROCKY SOIL OCCURS. IF THE GROUND SURFACE 1S OTHER THAN ROCK OR MINIMUM 2' ASPHALT, INSTALL MMA-SD2 STABILZER PLATE, OR PLACE 12 DEEP CONCRETE. CONCRETE SLAB ANCHORS 1. CONCRETE SLAB TO BE MINIMUM 312" THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA REQUIRED FOR EACH ANCHOR IS 28 Bo. FEET. • 3. DRILL PROPER SIZE HOLE IN SLAB MINIMUM 12' FROM ANY EDGE. ALL APPLICATIONS 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. INSERT STRAP THROUGH SPL3T NUT, CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG. TIE DOWN LOCATIONS END TIE DOWNS SEE CHART DOUBLE WIDE 10 tD 6 Top ao>: "'"""' END TIE DOWN 09/22/85 utscaocm.. • ENO TIC 000HS aturr TRIPLE WIDE NOTE: IDE E AT 2'-C' FROM EACH END HAVE TOLERANCE E � OF 1 DO�VNS AT THE 2 LOCATION SHOWN —..� - 18" MIN. M NOTE: 11E DOWN STRAPS *i'THE CHASSIS BEAM ENDS TIE DOWNS) CAN BE ATTACHED 1O A CHASSIS - . CRT PIEF; . W A p{E,?.SOLT ON TOP. (SEE SKETCH ABOVE). . tik e`, 1 s Minute Man 828 892 0258 09/22/06 08:58am P. 009 MINUTE MAN AN FORS, INC. EAST FLATROCK, NC 2/1726 Mb (50(3_438-7 ENGINEERED 7115 DOWN SWUM DESIGN & GENERAL NOTES DESIGN LOADS: • WIND .15.PSF • • SOIL BEARING - - 100 PSF • TIE DOWN STRAP 3150# WORKING LOAD • SEISMIC ZONE — 4 TIE DOWN STRAPS TO BE MIN. 1 114" WIDE x 0.035 THICKNESS ZINC PLATED AND MEET ASTM 0-395391 • EARTH AUGERS . 2962# MIN. (TESTED TO 4750# MIN.) " CROSS DRIVES 771 # (CALCULATED) • CON RETE SLAB ANCHORS 1 (CALCULATED) GENERAL NOES: 1. THE C AR TS 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 TRANSPORTABLE SECTION OF THE MANUFACTURED HOME AND CAN BE ANY OF THE TYPES SHOWN HEREIN. 3. COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED. 4. IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TO AN 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 MFG HOME CHASSIS MEMBERS ARE SHOWN AS "P BEAMS. FOR ILLUSTRATION PURPOSES ONLY. CHASSIS BEAMS CAN ALSO BE "C" SHAPED OR "RFC" SHAPED. 6. END TIE DOWNS CAN BE LOCATED WITHIN 24" OF EITHER SIDE CF CHASSIS BEAM AXIS AS SHOWN a 7. THE SIZES, TYPES, LENGTHS, ECT. OF MATERIAL SHOWN HEREIN ARE MINIMUM. LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY MINUTE -MAN PRODUCTS. MAY BE USED AT THE SAME SPACING & LOCATION SHOWN. 8. ALL PARTS ARE STAMPED MMA WITH THE APPROPRIATE PART NUMBER. 9. 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 19". 10. TIE DOWN STRAPS IN THE LONGITIZINAL OR TRANSVERSE DIRECTION CAN BE BOLTED TO THE HITCH ATTACHMEN I PLATE THAT IS WELDED TO THE CHASSIS BEAM: !7117/ 7 —1 ECEIVE FEB 2 6 2008 PERMIT CENTER Minute Man TLW 01 -03 MMA3C2 5TA8IUZER PLATE 828 69Z U4=0 NC4638 7/8 DIA 38 "AUGER ANCHOR STABILIZATION PLATE WELDED TO ROD GUIDE Vic STRAP HEAD AZTEX ANCHOR CROSS DRIVE ANCHOR 1Y/ 3/4'ox32" RODS uSE OUT DE HOLES FOR 55 — 4" FLANCeS MMA—.35 CROSS DRNE ANCHOR W/ 23/32 "0:33" RODS MMA SPLIT BOLT & NUT MAO — 210.1014 MMA- 210P0H (A STABILIZER CAP y COMPACTING t/ u u J ., ., • 1 1 MMA ■18 CONCRETE SLA8 ANCHOR ` — SOtI BOTTOM PLATE MMA - 34 LONGITUDINAL FRAME TIE AND CLAMP (FOR WIND ZONE i) LIMA 6 3/4 DH 4430 NU 3/4 MM 32 STEEL STRAP w /BUCKEL toP RATE MMA-34 80110M PLATE LOCATION OF r OM MA -71 STEEL RAP w /CORNER iIE BEADY Ara 71 CORNER Tit ED S WP NEAREST TO MMA-9i 5/8 DIA MMA -92 3/4 DIA MMA -94 3/4 DIA MMA-650 3/ DIA 4430 OH 3/ DIA 72 "AUGER ANCHOR 32 "AUCER ANCHOR 36 ANCHOR SO ANCHOR 30' AUGER ANCHOR 6t AVSA?E NOLO FOR r - s' FUMES 4- =riir' GRADE 6 +(ACME BOLTS B NIGH STRENGTH CHOR NE ROD url ESE Construction Inc 7189 F &S Grade Rd. Sedro Wooley, Wa. 98284 380 - 708.3558 350.8554345 fax WA INS #1937 11l0S Pr Too Fin • ESECOI*000RA 12/18 r Cih�p f 111:0G fr ,f Any size manufactured home 1 2 ' 1 1 4 State approved tie downs ever' 11' on center FILE COPY Ron Soini President COD REWEVVED FOR MAR 1 1 2008 Manufactured Home Main Beam Typical blocking and tie down Installation to Washington state code 8x8x18 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 co ID o 0 N L13 c Perimeter block at every door and window larger than 48" 4 50' TONING Cw EX. BLDG. P1 I k 6 EDGE or PAVEMENT Q.! 74 87•31•23,4 0 IN - 1T.15i I 4, ' I y (1, ) 6ja EDGE ON PAVEMENT = 1 4, 'Sr 4 I HOaLAR IOC I -FL.K 531.14' NOM; OR NONE MODULAR NOE 1 MODULAR HOE UTILITY BLDG 11 )r V IO tF�L3 14;4 SFP' L_ 1 �1 4. N8 NODULAR 10E1; P4 MODULAR IOC 50720' IODLAR POE NODULAR HOE KOLAR 104E 12 --- 1347.1 I 317 14Y$2 ) .w C / -- - --_.J y 5 /pi • \ !0, Ub ' \ O 13O 0 .3 50' A PORTION OF THE S.E. 1/4, S.W. 1/4, SEC. 15, T.W.P. 23 N., R. 4 E., W.M., IN KING COUNTY, WASHINGTON SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical - - Plumbing Gas Piping City of Tukwila i gt i plhl& DIV.ISI e N N EDGE ON PAVEMENT REVIEWED FOR CODE COMPLIANCE APPROVED t v - �� MAR : 1 200'1 -B!1 ty Of Tukwila ING DIVISION 8. 140Th 8T, Mr or PAVEMENT 8. 1418T, 8T, AA013UILT " REVISIONS t4o changes shall be made to the scope of work without P rior approval of pivision. Tukwila Building m;�',' NOTE: Revisions will require a new plan f Subt . and may include additional olan review N N N 0 1 30' PERMIT CENTEL Is subject to enom and omissions. construction documents does not authosize adopted code or Wham. ReosOt Copy and %/r VP. 23 N., R. 4 E.. Of SURVEY AS RE- RCORDS OF 1(114G 3100 TOTAL STATION 44 THE RELATIONSHIP TATTOO AS SHOWN. RAVERSE MEETS THE 90. VEY AS 7 DESTROYED ORAL BLVD. (PARED BY CHICAGO TITLE S VOL. 97 PG 155 l 156, UP/RECORDED SURVEY BY PLAT IT JAMES CLARK'S GARDEN VOL. 13 OF PLATS, PG. 12. AND ADD., v4.,. 17, PG 90. ALONG INTERNATIONAL BLVD DEEDS AS PER RECORDING 14A'S CONTAIN NUMEROUS ERRORS AND CAN DRAWINGS REFERED TO IN LEGAL NG TO TIC CITY OF TU(VILLA MEAT DRAWINGS O6.1) (PACIFIC NIG/NAY SOUTH> HAVE RUCTION CENTERLINE ESTABLISHED DATED AUGUST 4978. TLE INSURANCE ORDER No. 11452101 FIR C/0 JERRY MNR80TTLE ROSEN- NIRBOTTtE COMERCS>L REAL ESTATE 1715 4141K 840. SE SUITE 212 KUM 149*0ON NOM A pDGTal O BE SE 1/4. SO. 4/4, SEC. 15, TOP. 23 N.. R 4 E. 8,11., 04 DC DG( 1Y, INSI1CTON FILE COPY Pent* NIP °e° ° MI ° pier revte approval Approval the violati l ti of any of appro :1 . City of Tukwila BUILDING DIVISION REFERENCES BY 8 N (.4 FEET) 1 inch . 30' NMI BANS OF BEARING SOUTH LINE OF S.W. 1/4, SEC. 15, T. N87 AS SHOWN ON RECORD CORDED IN VOLUME 97, PAGE MS, COUNTY, WASHINGTON. INSTRUMENT USED A FIELD TRAVERSE USING A SOMA INSTRUMENT VAS USED TO ESTABLIS BETWEEN THE CUNTRDLL ING MONUIC LINEAR AND ANGULAR CLOSURE OF T STANDARDS DF VAC 332 - 130 - 0 LEGEND +WOO A FOUND HOMO NT AS NOTED 69 CALCULATED MENLO/ENT RECORD OF SUR RECORDED W VOL. 16. P0. 29. NONUMEN DURING NEW CONSTRUCTION OF INTERNAR (PACIFIC HWY. SOUTH) 0 SCT No. 3 REBAR AND I.D. CAP 1. TITLE REPORT ORDER No. 1145210 PR INSURANCE COMPANY. 2. THE FILLOVING RECORD OF SURVE VOL. 16. PG. 29, VOL. 44, PG. 200, EARTHTECH DATED NARCN 1999 AND ADDITION TO THE CITY CF SEATTLE THE PLAT OF RO88INS V1EV TRACT 3. ADDITIONAL RIGHT OF VAY AOUIREDDII (PACIFIC HWY. 57 AS PER WARRANT 20020416003155 AND 20020416003156 ROT BE ESTABLISHED. RIGHT OF v.% DESCRIPTION DO NOT EXIST ACCORD! ENDIICERDG DEPARTMENT. (IMPROVE 4. IOHUENTS IN INTERNATIONAL BLVD. BEEN DESTROYED DURING NEW CONS FROM SURVEY BY V. HINE SURVEY LEGAL DESCRIPTION THAT PORTION OF LOT 8, BLOCK 1. JAMES CLARK'S GARDEN ADDITION TO THE CITY OF PAGE(S> 10, 474 KING TO THE SHINGTOL ON' EAST RECORDED IN OF THE EASTERLY MARGIN PLATS. OF STATE ROAD Ho. 1 (PACIFIC HIGHWAY SQUTH) AS ESTABLISHED BY DEED RECORDED UNDER RECORDING 611.618ER 20142334 EXCEPT THAT PORTION THEREOF CO4DE>.RED FOR PUBLIC ROAD AND HIGHWAY PURPOSES IN (ING COUNTT SUPERIOR COURT CAUSE NUMBER 6099484 TOGETHER VITH THE NORTH 322.7 FEET 174 THE VEST 520 FEET IT TIE EAST 540 FEET OF TIC SOUTHEAST QUARTER OF TIE S.UTHVEST QUARTER Or SECTION 45. TOWNSHIP 23 NORTH, RANGE 4 EAST, VILLMCTTE $ERIDIAN. IN KIND COUNTY, WASHINGTON EXCEPT THAT PORTION THEREOF CONVEYED TO TIC STATE Of VASHUNGTON FOR STATE ROAD No. l (PAC1F1C HICMVAY 5041114) BY DEED RECORDED UNDER RECORDING MADDER 2048144, AND EXCEPT THAT PORTION THEREOF C FOR COUNTY RIGHT OF WAY (42140 AVENUE SOUTH> IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 6440981 TOGETHER VITH THAT PORTION OF VACATED 40014 1 AVENUE SOUTH (CORCCTION STREET/ : r7' n TYIIC EASTERLY OF STATE ROAD N 1 (PACIFIC HIGHWAY 501110 AND ADJOINING ALL R THE HEREIN ABOVE DESCRIBED PARCEL ON LAND, EXCEPT THOSE PORTIONS CONVEYED TO THE CITY OF TUKVILLA BY DEEDS RECORDED UNDER FEB 2008 RECORDING NAMBERS 201120416003155 AND 20020416003156. E 2 6 2008 (LEGAL DESCRIPTID( FRO/ CHICAGO TI VAN CIEAVS AND A8SOC A IIZI 112 CANDLEWYCK ORIVE WEST Easy to Install. Easy to Maintain. Add the finishing touch of Chateau skirting. The distinctive cedar grain look is a result of our state-of-the-art manufacturing process, and is perfect for manufactured homes, decks, foundations, potches and hot•tubs: Unique center vent design. Each panel has a built-in center vent so separate ventilating panels are not necessary, giving you an overall look that is much more attractive than regular skirting. The rich texture and character of woodgrain adds an elegant touch to any home. Easy maintenance... no painting! Chateau vinyl skirting is easily cleaned with just a garden hose. Stubborn dirt can be quickly cleaned with a solution of ordinary dishwashing detergent and water. Stands up to the weather. Chateau vinyl skirting fits snugly, yet has the flexibility to maintain its integrity during high, winds. Durability that's guaranteed. High-quality vinyl meets ASTM standards and is suitable for any climate. And it won't dent, conduct electricity or attract insects. Chateau skirting comes with a Lifetime Limited Warranty against peeling, blistering, rot, rust and corrosion. • • . ••• • 4 Simple do-it-yourself installation creates beautiful results. Install Chateau today & enjoy tomorrow. Using simple household tools, you can add the beauty of Chateau skirting. Use this brochure to help figure your materials and to review the simple steps to install like a pro. Check with your home improvement specialist to assist you or answer any questions. (Due to printing limitations, colors may not be exactly as shown. Contact your distributor for actual product samples). Chateau color choices let you bring out the beauty of your home. 1 New top -rail design resists warping and blowout. Pre - notched front top rails allow for expansion overlap and help reduce installa- tion time. 2 Removable -panel design lets you store garden tools, lawn furni- ture, and children's toys out of sight — but not out of reach. 3 New panel profile adds strength and provides extra security against wind loads. Extra -wide, 16 -inch panels mean fewer panels to cut — which saves even more instal- lation time. 4 Unique design lets panels self - adjust to ground -level fluctuations due to changes in weather condi- tions. These installation guides also keep panels from snagging on rail fasteners during frost heave, thereby preventing buckling. 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 circula- tion. (Check your home's specifi- cations for proper ventilation requirements.) 7 "F" shaped bottom rail design (instead of a narrow "U" shaped channel) provides a stable founda- tion and prevents the channel from buckling. IF Ng 8 And the 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. (Several different conuponenl colors are used in photos for enhancement purposes only) ■ With a tape, measure the perimeter of the home, deck, or hot tub you wish to skirt, making sure to measure the entire perimeter, including bays and porches. ✓ The chart below shows some typical size homes and their corresponding linear measurements. ✓ To determine the average height, first measure the distance between the ground and the bottom of what you're skirting. ✓ Take this measurement at each of the corners and at the cen- ter of each side. ✓ Total all six of these measurements and divide by six to arrive at the average height. The worksheet at the right is helpful. ✓ Next, find that height in the chart below. Scan over to the point under the approximate linear footage of your project. That will be the number of skirting panels you will need to order. �^ ?,,�, ilep Twa k. - is . _.wthilerri _ Below .. -r . Step noee - -4 .„ fide -1 ✓ For the top rails, top back rails, and ground channels you'll need, look only in the column under the linear footage that come closest to your project. Then gather your tools and begin the installation! Step you. Add..74 ilI • i9k! 4- tke.ce 4nd_to__ - -7074 f:ep 7.jue _ Divid lo' ;towi- 144 K tie y4r!e►age ei4ke 6 a; Size o1 Home 50' 55' 60' 65' 70" 60' Perimeter (linear measurement) Height of Skirting (Panel Cut Length) 16' -18' 120' 130' 140' 150' 160' 144' 65' 70' 158 162' 80' 182' 60' 148' x 65' 70' 162' 166' Number of ' anels Re ' uired . 80' 188' 60' 154' 65' 174' 70' 180' 2 1 x 182' 192' 65' 70' 12 13 14 15 15 14 15 16 18 14 16 16 19 16 17 18 18 18 1 • • • 7 ACTIVITY NUMBER: D08 -104 DATE: 02 -26 -08 PROJECT NAME: SOUTHGATE MOBILE HOME PARK #23 SITE ADDRESS: 14005 42 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: � 2 - $-o1 Bul . T g Division Pub(4Wks !x, 24 -06 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved Notation: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP r�r APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Fire lPr o 27 Prevention Structural Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions d DATE: DATE: DLL kik 2 -VB Planning Division U Permit Coordinator DUE DATE: 02 -28-08 Not Applicable n No further Review Required n DUE DATE: 03-27 -08 . rv - I 1_. Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License ESECOI *000RA 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 $6,000.00 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/1/2000 Expiration Date 12/1/2009 Suspend Date Separation Date Parent Company Previous License ESECO * *011RA 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 $12,000.00 11/30/2001 #1 CBIC SC6302 12/01/2000 12/01/2001 $6,000.00 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, Electrien or Plumber License Detail 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. • Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= ESECOI *000RA 03/13/2008