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HomeMy WebLinkAboutPermit D06-097 - Stepping Stone Ventures #04 - Mobile HomeSTEPPING STONE VENTURES UNIT 4 14005 42 AV S EXPIRED 12 - 02 - 06 D06 -097 • • • • 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 4, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: ANDERSON CARL AUGUST Phone: Address: 10212 NE 43RD, KIRKLAND WA Permit Number: D06-097 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 lime: 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 doe: Devperm ** Continued Next Page ** 006-097 Printed: 06 -05 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 'iaktil4.e- Oak 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 pert ance of work. I am authorized to sign and obtain this development permit. Signature: Date: ( O — 5 —O 1/ Date: 1/ - 5 -66 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. Print Name: Tir ■'1 doe: Devperm DO6.097 Printed: 06 -05 -2006 City w Tukwila 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 Parcel No.: 1523049008 Address: 14005 42 AV S TUKW Suite No: Tenant: STEPPING STONE VENTURES LLC 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -097 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: 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: 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. doc: Conditions D08 -097 Printed: 06 -05 -2006 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 regulating construction or the performance of work. Signature: Print Name: doc: Conditions City Or' Tukwila 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 Steven M. Mullet, Mayor Steve Lancaster, Director of law and ordinances Date: Co O other work or local laws D06 -097 Printed: 06 -05 -2006 i ) Pu Li ) Penult Center DePanment • ilrealleaNC7414 dI4Trall8 WIKILI• Sit it if Oft 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 t.7,13f-y, King Co Assessor's Tax No.: ICJ 4 ICO Site Address: 1 Wa" Ptve: 5 Suite Number: Floor: Tenant Name: New Tenant CI._ Yes 0 ..No Property Ovmess Name: CS - + Pin c-S+It1/4.1C.- VC" - Elgig) : , W-6.-.. 1 • Mailing Address: ;4• • • - Ave. Li Li" A 01,10,1 ‘A/A 'MU-, . ay [-CONTACTURSON Name: C ry 1-44te.. V Day Telephone: dot L OW 36 Mating Address: e: 10 A We., U‘...) tip numn4 IAA c1it236, 5 E-Mail Address: 1.32.-t> I 4F, Pt Fax Number: S .17 zip 6 10?)5 Company Name: ESFI rnh.c4rvt-hey1 IOC.- Mailing Address: 7 I fri E3 S Gr it Ota- gd 62corocAmAts tuil- q nil cay Contact Person: eon 513:n; Day Telephone: ?) s ZS Co - 5 . 6 4 105 E-Mail Address: Fax Number:NA R 5 (es -qa II 5 Contractor Registration Number F..5, Cot --)k co gi. /A- Expiration Date: i.)106 "An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance l'aean . . Company Name: Mailing Address: Contact Person: E-Mail Address: Company Name: Mailing Address: Contact Person: E-Mail Address: plasliecelspedperwit sippiados (7-21104) 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 Prim** Page I Public Works Permit No. niL - 474 - ;Project No. (For 4Irwe use cede .Wiechanical Parnit No,. Sias CIO Day Telephone: Fax Number: Car Slate Day Telephone: Fax Number B[III.DING 2064313670 Valuation of Project (contractor's bid price): S 130 0 Existing Building Valuation: S ( S f Q � 0 INS-1-4 of Work (please provide detailed information): I INS I 1 S 4.1 �(71 1 P 1L+ ii(` mum Will there be new rack storage? ❑ _Yes o It see Handout No. for requirements. Provide All Building Areas in Square Footage Below i' Floor 2" Floor 3' Floor Accessory Structure* Detached Garage Covered Dade _ Uncovered Deck Existing Interior Remodel Addition to Evicting Structure New Type of • Construction per IBC Type of Occupancy per IBC • PLANNING DIVISIQN: Single -family building footprint (seaofmc Exudation ofSI mucus, plus ay decks over to inch= and overhangs gnat than IS pane) *For an Accessory dwelling, provide the following: Lot Area (sq R): Floor area of principal dwelling: Floor area far accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primacy residence. Number of Parking Stalls Provided: Standard: Compact Handicap: Will there be a change in use? ❑....Yes ❑ „No If"yes ", explain FIRE PROTECTION/ MATE R[AL5: ❑..Sprinklers ❑..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or ba materials in the building? ❑..Yes ❑_No "yes : attach list of materials and storage locations on a separate 84/2 x II paper indicating quantities and Material Safey Dana Sheets. Water District ❑ _.Tukwila ❑ _Water Availability Provided PUBLIC WORKS PERMIT INFORMATION- 206-4334179 Scope of Work (please provide detailed information): .. Water District 4125 Submitted with Application (mark boxes which apply): ❑_..Civil Plans (Maximum Paper Size -22°a 34 °) ❑ _Tecimical Information Report (Storm Drainage) ❑...Bond ❑ _ Insurance ❑ _ Easements) ties mark es that a ._Right- of-way Use - Nonprofit for less than 72 hours ❑ _Right -of -way Use - No Disturbance ❑ ._Consuvction/Excavation/Fill - Right-of-way Non Right-of-way ❑...T Cut ❑._Total Fill cubic yards cubic yards ❑_.Sanitary Side Sewer ❑ _.Cap or Remove Utilities ❑ _ Frontage Improvements a.. Traffic Control ❑ ...Backflow Prevention - Fire Protection - Irrigation Domestic Water ❑...Permaent Water Meter Size... ❑._Temporary Water Meter Size - ❑_Water Only Meter size._.___. ❑ ...Sewer Main Extension ❑...Water Main Extension..._. »..._Public _ Call before you Dig: 1400 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet ❑ - Abandon Septic Tank ❑_Curb Cut ❑.. Pavement Cut ❑ _ Looped Fire Line WON WO# WOO Private Private ❑ _. Highline Sewer District 0 _.Tukwila Va1Vue ❑ _ Renton ❑ _Seattle ❑ _.Sewer Use Certificate _ ..Sewer Availability Provided ❑ _ Approved Septic Plans Provided make ❑ _Septic System - For provide 2 copies of a current septic design approval by King County Health Department ❑ _ Geotechnical Report ❑ _Renton 0-.Traffic Impact Analysis ❑ _ Maintenance Agreement(s) ❑._Hold Harmless ❑ - Right-of-way Use - Profit for less than 72 hours ❑ - Right-of-way Use - Potential Disturbance ❑ _ Work in Flood Zone ❑ _ Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ _ Trench Excavation ❑ _ Utility Undergronnding ❑ _.Deduct Water Meter Size._..._ FINANCE INFORMATION Fete Line Size at Property Line Number of Public rue Hydrant(s) ❑ _Water ❑ -Sewer ❑ _Sewage Treatment Monthly Service Billing to: Name: Day Telephonic Mailing Address: Water Meter Refund/Billing= Napa~ Day Telephone Mailing Address: coy sale 51414 24 zv Unit: Type•. Qty Unit Type: Qty Unit Type: Qty Boiler/ Compressor: Qty Famace<IOOK BTU Air Handling Unit >10,000 CFM Foe Damper 0-3 HP /100,000 BTU FumaW IOOK BTU Evaporator Cooler Diffuser 3-15 HP/500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 SW Suspended/Wall/Floor Mounted Heater VentWionEystem Wood/GasStove 30-50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 SW Repair or Addition to Hat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Cormm/1nd Other Mechanical Equipment MECHANICAL CONTRACTOR INFORMATION Company Name- Mailing Address: 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 issuanceti Valuation of Project (contractor's bid price): S Scope of Work (please provide detailed information): terse: Residential: New ....0 Replacement._.) Commercial: New ....D Replacement__ 0 Fuel Time: Electric..A Gas ....0 - Other. Indicate type of mechanical work being Stalled Ind the quantity below: Value of Construction — In all can 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 ISO days following the date of application shall expire by limitation. The Building Official may attend the tint for action by the applicant for a period not exceeding ISO days upon written request by the applicant as defined in Section 107.4 of the Uniform Building C ode (current edition). No application shall be Mended more than once. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: / / g C J i Address: f.° Day Telephone: rQi(o a l J Mailing Add: Q0 1 ??Ne � fpe w Lynn/404 1 o (PA °1 TD7 2X r� r� J3l0 1 Date Application Accepted: OR AUTHORIZED A Vats place dropenperwit osaaSaP-aor) 6512S a, Page 4 1 Date Application Expires: 091 1 ^ Car Sate >� Date: 3'o Co I Staff Initials: I - RECEIPT NO: R06 -00790 Initials: JEM Payee: STEPPING STONE VENTURES LLC SET TRANSACTIONS: Set Member Amount D06 -094 63.74 D06 -095 63.74 D06 -096 63.74 006 -097 A 63.74 D06 -102 63.74 D06 -103 63.74 006 -104 63.74 D06 -105 63.74 D06 -106 63.74 D06 -107 63.74 D06 -108 63.74 D06 -109 63.74 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: 206431 -3670 Fax: 206431 -3665 SET RECEIPT Payment Date: 06/05/2006 User ID: 1165 Total Payment:764.88 SET ID: 0403 SET NAME: STEPPING STONE TRANSACTION LIST: Type Method Description Amount Payment Check 6107 764.88 TOTAL: 764.88 Account Code current Pmts 000/322.100 710.88 000/386.904 54.00 TOTAL: 764.88 6085 06/05 9716 TOTAL 842.88 Steven M. Mullet, Mayor Steve Lancaster. Director RECEIPT NO: R06 -00385 Initials: JEM Payment Date: 03/23/2006 User ID: 1165 Total Payment:154.04 Payee: STEPPING STONE VENTURES, LLC SET ID: S000000457 Sr 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 TRANSACTION LIST: Type Method Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 SET RECEIPT Amount Payment Check 6071 154.04 TOTAL: 154.04 ACCOUNT ITEM LIST: Description PLAN CHECK - RES Account Code Current Pmts 000/345.830 154.04 TOTAL: 154.04 3827 03/23 9716 TOTAL 154.04 Steven M. Mullet. Mayor Steve Lancaster, Director Minute Man 82B 692 0268 Stld- /Frait:b 1.1403 PI }. September 21, 2005 Mr. Scott Moreno Minute Man Products, Inc. 303 West King Strect East Flat Rock NC 28726 RE: State of WasbMgtott Engineer's seal Dear Scott; Please be advised my Washington Engineer's license has betas 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, Sincerely 2150 Bell Ave.. kW 145 • Sacramento. CA 95638 • (9l6) 564-6028 • Foc WHO 5646029 ate David A. Dahrnen P.E. Pacific Consulting Engineers 06/22/06 08168am P. 002 710J04OUC7 r.rr1 Per nik No. �Pl► CODE�COMPLIAANCE -I *pentium MAR 2 9 2006 Citl/ Of Tukwil nal& P.01 CITY OFTUKWILA MAR 2 3 2006 PERMIT CENTEh ixteroci Minute Man 828 892 0258 09/22/05 08158am P. 009 MINUTE MAN ANCHORS, INC" STREET EAST WEST ND 22726 PH: (S00) 438 -7277 ENGINEERED TIE DOWN SYSTEM DESIGN & GENERAL NOTES DESIGN LOADS: • WIND 15 PSF "- ' SOIL BEARING 1000 PSF • TIE DOWN STRAP — 3150# WORKING LOAD "SEISMIC ZONE 4 TE DOWN STRAPS TO BE MIN. 11/4" WIDE x 0.035 THICKNESS ZINC PLATED AND MEET ASTM D39530k " EARTH S "' � nt # (CALCUtATEDj 04750 #MIN.) • CONCRETE SLAB AMC 1390# (CALCULATED) .GENERAL NOTES: 1. THE CHARTS SHOWN HEREIN ME FOR THE REQUIRED NUMBER OF TIE DOWNS ON TNT SIDES OF THE MANUFACTURED HOME. 2. TIE DOWNS ARE REQUIRED AT EACH CHASSIS BEAM, EACH END OF EACH I 1 TRANSPORTABLE SECTION OF Tit 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'D HOME CHASSIS MEMBERS ARE SHOWN AS 7 BEAMS. FOR ILLUSTRATION PURPOSES ONLY. CHASSIS BEAMS CAN ALSO BE "C" SHAPED OR "RFC" SHAPED. & END TIE DOWNS CAN BE LOCATED WITHIN 24" OF EITHER SIDE OF CHASSIS .. -` BEAM AXIS AS SHOWN. — — I MUM. 1. 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 1V. 10. TIE DOWN STRAPS IN THE LONGITIfDINAL OR TRANSVERSE DIRECTION CAN BE BOLTED TO THE HITCH ATTACHMEN1 PLATE THAT IS WELDED TO THE CHASSIS BEAM: pelnREt n17L FRANC tt v $ r, : 4 44 DC(t( "1 Fri • a lvr— Minute! Man 828 692 0258 ••nr SMOWN, SEE • ;•,W'RCCCMASS. rcR ENo DOWN C:NNCC7043 — ' +AMC 71 ,, `fed ME TIE DDWN SRLIT ROLT AND NuT ORIU v/ C HOLt AT Ia0 HCIONT Or BEAM. MULL 1/2" *307 BOLT. _ n 1 /2 H1 by l'► l NC4836, E2DH & MMAS4 EARTH AUGER TIE DOWN STEEL STRAP SEE - I - Mom CNSSIS FOR TIC DOWN ANCHOR ,7��� IWAAl1 rRAMt M STRAP W/ imam 34 STAaatZER PLATO C M ORRJ. S/ir HOLE *7 & a INSTAL 1/3" A307 BOLT. 09/22/05 08:58am P 004 rgEAM -MOWN itf '! R HASCIS TIE NEC CM DOWN CONNECTIONS N TELL STRAP OR i 4w," MiMOR "C" BEAM CHASSIS 'RFC BEAM CHASSIS INSTALLATION INSTRUCTIONS SIDE M OOwN -4 EARTH AUGER TIE DOWN 1. THE DRIVE MACHINE I5 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 EMZANCHOR STABILIZER WILL BE AT ITS REQUIRED INSTALLATION POSITION. 2. FOR THE E-Z ANCHOR/STABILIZER 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 SPOT 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.,2 ANCHOR INSTALLATION. NOTE: AN ADDITIONAL STABILIZER PLATE 15 NOT REQUIRED WITH EZDH & GW2 EARTH AUGER TIE DOWN. CONCRETE TIE DOWN CROSS DRIVE TIE DOWN CHASSIS VIVA. S tEr Sigma OWN. 'W RFC'CMSS$ FOR CHO M DOW, CaNNEDtcNR boa R HOT \ CROSS SIDE TiC Wee / OR,t ANCHOR STASUEER MATE GROUND UN! CROSS DRIVE W/ STA6!LIirR PI AT n_TAI1 FIRST CHECK FOR UNDERGROUND UTILITY LOCATION: EZDH EARTH AUGERS 1, SEE DETAIL THIS BOOKLET FOR INSTALLATION INSTRUCTIONS. EARTH AUGERS 1. INSTALL AUGERS INTO &OIL WITH CONSTANT DOWNWARD PRESSURE 10 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 1S FLUSH WITH GROUND SURFACE AND TOP OF STABILIZER PLATE CROSS DRIVE ANCHORS 1. CROSS DR; VES ARE USED WHERE HARD ROCKY SOIL OCCURS. IF THE GROUND SURFACE IS OTHER THAN ROCK OR MINIMUM 7' ASPHALT, INSTALL MMA -SD2 STABLLZER PLATE. OR PLACE 17V17•1Z DEEP CONCRETE CONCRETE SLAB ANCHORS 1. CONCRETE SLAB TO BE MINIMUM 3 12' 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 12" FROM ANY EDGE ALL APPLICATIONS 1. ATTACH STRAPS TO CHASSIS SEAM IN MANNER SHOWN. 2. INSERT STRAP THROUGH SPLIT NUT, CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG. TIE DOWN LOCATIONS Minute Man 828 892 0258 CND TIC DOWNS SCE CWTT SINGLE WIDE INSTALLATION INSTRUCTIONS 010 11£ tors sEE CHART DOUBLE WIDE 09/22/05 081S8am P. 005 ENO TIC DOWNS SEC CHART TRIPLE WIDE EARTH AUGERS MAX. rH Of 135154' I CROSS DRIVE ANCHORS CONCRETE SLAB ANCHORS 72 M 37 47 57 52 7 wx 34' 47 5C S5 88' .OF Stte TIE 1 2314111 MAICAROFSICE 3 4 5 8 7 TEOOWNII 4 8 8 7 5 NOTE: IF OBSTRUCTIONS PRECLUDE THE PLACEMENT OF THE SIDE 11E DOWNS AT THE 2' LOCATION SHOWN SIDE TIE DOWNS AT 2'-7 FROM EACH END HAVE ATOLERANCE OF Ti --j 18" MIN. "NOO ' TIE DOWN NOTE: TIE DOWN STRAPS - ATTHE CHASSIS BEAM ENDS (END TIE DOWNS) CAN BE ATTACHED TO A CHASSIS SUPPORT PIER WITH A PIER BOLT ON TOP. (SEE SKETCH ABOVE). TLW 01 -03 Minute Man MMA$02 STABILIZER PLAIT STABILIZATION PLATE WELDED TO ROD GUIDE & STRAP HEAD 628 692 0256 NC4636 7/8 OM 38 AuCER ANCHOR Nit" . AZTEX ANCHOR MMA -35 CROSS DRIVE ANCHOR CROSS DRIVE ANCHOR w/ 3/4 0x32" RODS W/ 23/32 ■33 - RODS MMA SPLIT BOLT & NUT MMA -2IWDH AMA- 210P0H STABILIZER CAP COM PACTING p C (� e u lj ° A t � MMA -18 CONCRETE SLAB ANCHOR MMA -97 5/8 CIA MMA •92 3/4 OM MMA -94 3/4 DM 32 AUGER ANCHOR 32 "AUGER ANCHOR 36AUGER ANCHOR USE OUTSIDE HOLES FOR 4" FLANGES TOP HATE OMSS/S BEAM 80170M PLATE MMA -34 LONGTTUOINAL FRAME TIE AND CLAMP (FOR WIND ZONE N) MMA 6 3/4 OH 4430 NU 3/4 09/22/05 08158am P. 006 MM 32 STEEL STRAP W /BUCKEL MMA -71 STEEL STRAP 'N /CORNER TIE MMA -34 BOTTOM PLATE TOP PLATE O 00 0 0 0 0 0 0 0 0 0 01 LOCATION OF MOD, r BM USE WSW HOLES FOR r - 7 FLANGZT 4- b +d)' ORWE B wan BOLTS 8 4 NCH STRENGTH ALW 71 CORNER RE * saw act NEAREST TO MMA -650 3/4 CIA 4430 OH 3/4 MA 50 AUGER ANCHOR 30 AUGER ANCHOR CHOR NE ROD ESE Construction Inc. 7189 F&S Grade Rd. Sedro Wooley, Wa. 98284 360-708-3699 380.866.4346 fax WAINS #1937 11106 ESECOI "OOORA 12106 /eels ' e C g8 0 1 c� $ Any size manufactured home 12'14'16' wide to 70' long State approved tie downs every 11' on center Manufactured Home Main Beam Ron Soini President Foundation pier blocking 8' center to 12' 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. Perimeter block at every door and window larger than 48" RECEIVED CITY OFTUKWILA MAR 2 3 2006 PERMIT GENIES T)06-011- �� CCP °o a t e • Skating is checked for compound 04 E c» = . ; consistency and heat distortion. C N o 5 ` ' a _ el r o uardn' Ls are ithpact to ensure they always look their best. YAIIIIUHIII VINYL SKIRTING The Confident Choice' An Industry Leader Variform° 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 ® Vasiform, and The Confident Choice are registered VINYL SKIRTING CITY RECEIVED Prot u ar MAR 2 Lu'inTathail PERMIT tO(Q asije (Panel Cut Len 1 6' -18' 12 ' x w A .., - - 15 — ••• 14 ° 15 Size of Home 50' 55` 60' 65' 70' 60' 65' 70' 80' 60' 65' 70' 80' 60' 65' 70' 65' 70' Perimeter (linear measurement 120 130' 140 150' 160' 148' 158' 162' 182' 152' 162' 166 188 154 174' 180 182 192' 21 23 19 (Panel Cut Len 1 6' -18' 12 13 14 15 15 — ••• 14 ° 15 - - 15 18 14 16 16 19 16 17 18 18 18 19'- 20' 13 14 15 11 18 16 17 18 20 16 18 18 21 t 19 20 20 21 21'- 24' 15 17 18 19 20 18 20 21 23 19 21 21 25 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 - 37' -48' 30 33 35 38 40 36 40 41 46.37. 41 . 42 -48.111 44 -- 46 46 48,. .,4.. »1 -- r 2 13 77� -'}8 - t1 14 18 18 tl. '14 '. `H. • }a - - 15 x y ProGuard • 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 I 1 Gray Pearl Components Make' The Difference - 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. Tan - The Confident Choice' White 5 Special interlocking panels keep the panels secure and the locks hidden so they don't detract from the appearance of your 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. Height at Skirting 8 Bottom rail design, with its.pieel slats for ground spikes or cement screws, . - allows for ease of installation on concrete or directly on the ground. MATERIALS CALCULATIONS 28' x LS REQUIRED SIN (Colors are used in photo ainfor enhancement _ purposes only). DEPARTMEN 3 v Bui I g Division Public Works b Ufa 3 -24 Complete Comments: ►. PERMIT COORD COPYI- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -097 DATE: 03 -23 -06 PROJECT NAME: STEPPING STONE VENTURES SITE ADDRESS: 14005 42 AV S, UNIT 4 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-25-02 Approved with Conditions Mt IL& 54 Fire Prevention ICI ❑ Permit Coordinator DUE DATE: 03-28-06 No further Review Required DATE: DUE DATE: 04-25-06 Not Approved (attach comments) ❑ DATE: Planning Division IN Not Applicable n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Owner Jnfonnation. :: ter tett S : `- f Name: S 1 , r Ttu . tf P . t '\'IrireC nt Name: 7, � f tJ CV L tz Address `)' r Ave, C", AddresSA) 3 IIP ., Phone: , ' 14 3,g © w�d � 1 RiQ. �t Phone: an (o 'Ht 7 r p F l W 1 t 1 CITY OF TUKWIIA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center/Building Division: 206-431-3670 Public Works Department: 206-433-0179 Planning Division: 206 -431 -3670 RECEIVED CITY OF TOP WILA MAR 2 3 2006 PERMIT CENTEt+ PartA: -to be completed =by BMA/Cant . Site address (attach map and legal scription showing *J:- rant location and size of main): y {, 1 'tarsi fk ve- e S it,ku,dc. tt1R `18110cB ij This certificate Is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Commercial Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): fJ Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): (A-) {\TF & A a S + • as Owner /Agent Signature _fsrt i3 ..To Abe completed: by wateiwtility district, 1. The proposed project is within 2. [-146 Improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the unities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: /\I (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be ed and will be available at the site with a flow of 3 00 0 gpm at 20 psi residual for a duration of 2 hours at a velocity of d fps as documented by the attached calculations. 5. Water availability: 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. 0 System is not capable of providing service to this project. I hereby certify that the above information Is true and correct. CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district ?A6 Z� Z— 95 \applications\water availability (7 -2003) Printed: 9 -18-03 — Cot k ,�t,.t l Q 1 1c.t v.c k,t fly cc, corn -pta cST l zr 1? 14-vat Agency/Phone By PERMIT NO.: e--0 lI ❑ Short bdivision WOther Un: �yjpt(y�g 4 Date (City/County) 1 — 25 —06 Date • ✓-e. 1 — 07 License Information License ESECOI000RA 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 12/1/2007 Suspend Date Separation Date Parent Company Previous License ESECO * *01IRA 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, Electrirnn 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, T W P! 23 N. R. 4 E., W.M., IN KING COUNTY, WASHINGTON mum- No lD tlM SCops Of w�rlc wl!lrlowt p�lor apP0'�M d ' - :. .. T>ukMrila Bd OlaYia� NOTE: Revisions will requim a now submittal em and may Include additional plan K� EDGE O' PAVEMENT — — 6. 140TH 6i. ---� EDGE O' PAVEMENT — a I McT•el•e3w. — '-- — 1I 731.14• - a0 MO ME MODULAR NO tl I 1 � � �yt y� MODUAR INOE I 17 MGDUr AR INDIE 1 30' ate". u I �� ��}. t�fli �'fx4�l MODULAR HNOE (� MODULAR MODI ;AR INp1E X� 0 I r —_ ❑ I •64� � X114 l +� FYj�, NODULAR NDE 0 71 136 13t Ii.L7 I� ❑ R `/ 14x52 ID I /y I u ,r / i��� Cr1 MODULAR HOE I� o T ILAT. Co. I TONING ~q •1I' � . 0 Io EX BLDG. � IL1 *� �.� xhZ 1o)IaA.Ia UTILITY BLDG. .Caq PA Uq O.L7 1367 , Ir 0 ICY z V ❑ 'BM sII � UI �i N I 501 MODULAR HOW r 0- b' I 4' EDGE OF PAVEMEN I } EDGE O' PAVEMENT 32i q 12.76 It•15 lf� 2. ?� It.75 �� 12. \ I 11 Ij IL75jT.7t }r� t l n /xY •y /yt I O jail _ 4 c d 3 Ar NB •71.2 •V CU . N . d � • 707.201 —' _ .— _ 1\ S. 1416E 6T. -- -- - - - -- -- - -N -- — J 0 _ N DE COMPLIA OR CO MAR 2 9 2006 Of T&Wla ENV �TrTry," ICI ��I ICI ILL I�I'I�.I ICI I�I� III I fell Inch ,) i All I ZI �, r n If{ys, I • i ....% .`�, ./AMT IV i V SIRCe IB)31Y � 2 f 15 �3wG'l7R ✓'�i^,'��x 1, £L Z6 b III�IIIIII4C III�IIIIII III�IIII .IIIII�IIlJlllll�illllllll III,I I I �T�l r 1 � ]j Il 11 I I I ITS l�� j 1�1 �� y?• " �' t r 2 qi s s t ( � . Wzw t '•2 •N.]dI' S 4'iv fJ.4 y 1 t4 1iA. zjfp i1 i:6 hill lin1iil�ui11111�liiiliiii�iiiililii�iiiilfiu��iiiliiii�iiulii�a� F10 CM N-, . Permit N0. review approval Is subject tO emars and aft A roval of construcdon documents does not aA violation, c' i.Ccepted code or odnance. R prove_1 ' . and qMdltlons Is admmk By .-N Date: JD o • Y City of Tkjkwiia BUILDING DIMON tia*: `En 30' r «t i BABIB OF BEARING SOUTH LINE OF S.V. 1/4, SEC. 15, T.V.P. 23 R. R. 4 E., N87.35'07•W, AS SHDVN [N RECORD OIF SURVEY AS RE- CORDED IN VOLUME 97, PAGE 173, RCOIRDS OF KING COUNTY, WASHINGTON. INSTRUMENT USED A FIELD TRAVERSE USING A SQXKIA 3100 TOTAL STATION INSTRUMENT WAS USED TO ESTABLISH THE RELATIONSHIP BETWEEN THE CONTROLLING MOIUENTATI[N AS TIONSH LINEAR AND ANGULAR CLOSURE OF TRAVERSE MEETS THE STANDARDS OF VAC 332 - 130 - 090. LEGEND �00MO B FOUND MONUMENT AS NOTED ® CALCULATED VOL, 6N PG RECORD y0NV11 HTEDESTSROYED DURING NEW CONSTRUCTION Di ONWE T DE BLVD. (PACIFIC HWY. SOUTH) 0 SET No. 5 RCBAR AND I.D. CAP 1. TITL � DOER Ha 1147210 PREPARED BY CHICAGO TITLE IHSURAHKE COPAN)'. ' 2. THE F0.LOVING RECORD DF SURVEYS. VOL. 97 PG. ISM L I-A. 1m /vru 1•LAT W —,r S CLARK'S GARDEN ADDITION TD T)E CITY [i SEATTLE. DDL. 13 O' PLATS• P4 12, AND THE PLAT O' BOBBINS VIEW TRACT ADDVOL� 17, P4 90. 3. ADDITIONAL RIGHT is v.v 4. MOUIENTS IN INTE0NATI@L1L BLVD. ,lPAC1�ICIHI FROM SURVEY Y BY V'A'HINC SURVEYSDATEDI AUGUST LRQAL DBlSCRIP"ON CITY THAT OF SEPATMOTLE�ACCd201NG PTO THE PLAT NTIEREDF', pECOTtpED INDDVDLUE �3THE PLATS, PAGE(S) 12, IN KING COUNTY, VASHINGTOL LYING EAST OF THE EASTERLY MARGIN OF STATE ROAD No. 1 (PACIFIC HIGHWAY SOUTH) AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 20142331 EXCEPT THAT PORTION THEREOF CONDEMNED FOR PUBLIC ROAD AND HIGHWAY PURPOSES IN KING COUNTY SUPERIOR COURT CAUSC NUMBER 6099491 TOGETHER WITH TIE NORTH 322.7 BEET OF THE VEST 720 FEET OF THE EAST 740 FEET OF THE SOUTHEAST QUARTER Or THE SOUTHWEST QUARTER Oi SECTION 15, TOVNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, VASHINGTON. EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASH FOR STATE ROAD No. I (PACIFIC HIGHWAY SQIIH) BY DEED RECORDED UNDER RECORDING NUMBER 2048144/ AND EXCEPT THAT PORTION THEREOF CONDEMNED FOR COUNTY RIGHT OIF WAY (42ND AVENUE . SOUTH) IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 6140901 TOGETHER WITH THAT PORT101 OF VACATED 40TH AVENUE SOUTH (CONNECTION STREET) :LYING EASTERLY OIF STATE ROAD N0. 1 (PACIFIC HIGHWAY SOUTH) AND ADJOINING ALL • THE HEREIN ABOVE DESCRIBED PARCEL I3F LANDI EXCEPT THOSE PORTIONS CONVEYED' TO THE CITY OF TU(VILLA BY DEEDS RECORDED UNDER RECORDING NUMBERS 20020416003135! AND 20020416003176. (LEGAL DESCRIPTION FROM CHICAGO •TITLE INSURANCE ORDER Ha 1145210) CITY OF TIUKWILA MAR 2 3 2006 PERMIT CENTER