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Permit D09-023 - PARAGON CARTAGE - OFFICE TRAILER AND ADA RAMP
PARAGON CARTAGE 10802 EAST MARGINAL WY S D09 -023 Parcel No.: 0323049046 Address: 10802 EAST MARGINAL WY S TUKW Suite No: 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 Tenant: Name: PARAGON CARTAGE Address: 10802 EAST MARGINAL WAY S , TUKVVILA WA Owner: Name: EAST MARGINAL WAY PROP LLC Address: 3006 NORTHUP WAY #303 , BELLEVUE WA 98004 Phone: Contact Person: Name: TIM BRANSFORD Address: PO BOX 1990 , WOODINVILLE WA 98072 Phone: 206 - 571 -3384 Contractor: Name: ALL SERVICE PLBG & CONTRNG INC Address: PO BOX 1104 , RAVENSDALE WA 98051 Phone: 425 432 -5334 Contractor License No: ALLSESP960B6 DESCRIPTION OF WORK: PLACE OFFICE TRAILER ON PARKING LOT AND INSTALL ADA APPROVED RAMP. PROJECT ON VALLEY VIEW SEWER. PERMANENT WM EXISTING WITH AN RPPA, IRRIG WM WITH DCVA AND UTILITY STUBS WERE CONSTRUCTED UNDER PW08 -030. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 CRAM' Tukwila • $77,024.64 V -B DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D09 -023 Issue Date: 07/20/2009 Permit Expires On: 01/16/2010 Expiration Date: 02/28/2010 Fees Collected: $1,961.73 International Building Code Edition: 2006 Occupancy per IBC: 8 D09 -023 Printed: 07 -20 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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: Water Meter: N Permit Center Authorized Signature: 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 1 •mp'ed with, whether specified herein or not. The granting of this pe construction Signature: 1II�� %i ;�.�. Dater 7 L d doc: IBC -10/06 City SPT ukwila • 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.lukwila.wa.us give authority to violate or cancel the provisions of any other state or local laws regulating authorized to sign and obtain this development permit. Private: Public: Permit Number: D09 - 023 Issue Date: 07/20/2009 Permit Expires On: 01/16/2010 Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D09 -023 Printed: 07 -20 -2009 Parcel No.: 0323049046 Address: 10802 EAST MARGINAL WY S TUKW Suite No: Tenant: PARAGON CARTAGE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • 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 5: All wood to remain in placed concrete shall be treated wood. PERMIT CONDITIONS Permit Number: D09 -023 Status: ISSUED Applied Date: 02/20/2009 Issue Date: 07/20/2009 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. 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 City of Tukwila Building Department (206- 431 - 3670). 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 14: Local U.L. central station supervision is required. (City Ordinance #2051) 15: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 16: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) doc: Cond -10/06 D09 -023 Printed: 07 -20 -2009 • 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 17: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 19: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 20: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 22: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 23: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 24: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 25: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 26: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire- fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (IFC 506.1)(Install keybox at gates for fire dept. access.) 29: 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 doe: Cond -10 /06 D09 -023 Printed: 07 -20 -2009 • 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 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) 30: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D09 -023 Printed: 07 -20 -2009 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 do construction or the perform Signature: Print Name: 1 l ✓ .f en y 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 presume to • e authority to violate or cancel the provision of any other work or local laws regulating P /2-47/ (1 s Date:7_0 34. ° 7 D09 -023 Printed: 07 -20 -2009 Tenant Name: Ptt1Q[L E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us SITE LOCATION 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 ** Site Address: !a lJ o2 E , /' 114 4 / /`X,. (koitd D/U CA1A LLC Property Owners Name: E AS 7 /t'4. j / Not t- ti4.4el / /B1 Mailing Address: 3a26 Natrititvn !vita ;pa CONTACT PERSON. ho do we contact when your permit is ready to be issued Name: (t✓N 15,11A6 r Mailing Address: f O . F 'el f° 'WooniNU [L I-6 Mil g lit X7 I , Loy & GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing / d a Gas Piping (pg 5 Company Name: A L S ew , «E r�4V►yQt Mailing Address: Pe° . o)C !t' 4 ENGINEER OF',RECO Company Name: Mailing Address: King Co Assessor's Tax No.: 0 37---30 Lk ��r1 Suite Number: i) A LE Contact Person: SI vvtoe y E -Mail Address: / q Contractor Registration Number: ALA- 5ES / ,o g tamped by Eng / CAL C City Contact Person: E -Mail Address: Fax Number: H:Wpplications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Applicatinn.doc Revised: 1 -2009 bh Mechanical Permit Floor: New Tenant: L Yes El ..No tAiA State Zip Day Telephone: Oa S 3 3 SW wQ ‘ 19A 7 City State 63;14i3 Zip Fax Number: / ?— 1° L- tA4+4 9 SOS City 0::›16 ^ State Q Zip Day Telephone: — SIO 7 9 4 v Fax Number: (11b - 8 Expiration Date: ARCHITECT OF RECORD All plans, must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip C ity State Zip Day Telephone: Page 1 of 6 BUILDING PERMIT INFORMATION 206- 431 -3670 Valuation of Project (contractor's bid price): $ 1 13 ZZ• JCS Existing Building Valuation: $ Scope of Work (please provide detailed information): e _ CC Dr-- T/L t e.Q. ry ?i4-k 14 urt . co v\AZCI ?1 e cA-1 ckc. . hA 40//14 ve /4W / Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below 1 Floor 2 Floor 3 Floor Floors thru Basement Acce Structure* • Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Interior Remodel Addition'to Fxisting Structure ,. 672- Type of Construction per 58 Type of Occupancy 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. H:\ApplicationsWorms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1.2009 bh 0.. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 PUBLIC WORKS PERMIT:: INFORMATION '= 206 -433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ...Water District #125 ❑...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. Valley View ❑ ...Sewer Availability Provided 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way cubic yards cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public ❑ ❑. ❑ . ❑. ❑ . 0 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line FINANCE INFORMATION Fire Line Size at Property Line '�.. Water Sewer Monthly Service Billing to: /,� Name: 4 7, 0 44 1 4 ; 44 i AYLTA4g. (L' L p DIN Day Telephone: Zo6 s7'' 3301 1 Mailing Address: 1 3 f • r cD v! Lt's / 1 NA q90 .?z City State Zip Water Meter RefundBilling_ Name: Mailing Address: 17/00-A /tom CAfrmite, f . Pox /9ft7 Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City 206 -/- ‘780q State Zip n:Wpplications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh ?OIL Ad9I'DVL 7) ?w1_ Ofo -030 Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑ .. Renton ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ... Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO# WO # ❑...Deduct Water Meter Size Private ❑ Private ❑ Page 3 of 6 Unit Type: Qt Unit T ,s e: Air Handli _ Unit >10,000 CFM Qty 't Type: Fir amper Qty Boiler /Compressor: 0 -3 HP /100,000 BTU Qty Furnace <100K BTU Furnace >100K BTU Evapo or Cooler Diffus 3 -15 HP /500,000 BTU Floor Furnace ilation Fan Connected 'title Duct Thermos 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater ` entilation System Wood/Gas ve 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm /Ind Contact Person: E -Mail Address: Contractor Registration Number: MECHANICAL PERMIT INFORMATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: State Zip Valuation of Mechanical work (contractor' sid price): $ Scope of Work (please provide detailed infor tion): Use: Residential: New .... ❑ Replacemen Commercial: New .... Replacemen Fuel Type: Electric N Gas....❑ Other: Indicate type of mechanical work being installe H:\Applications\Forms- Applications On Line \2009 Applications \1.2009 - Permit Application.doc Revised: 1 -2009 bh nd the quantity be w: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty ` Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Lavatory Food -waste grinder, commercial Wash fountain Floor Drain Receptor, indirect waste Shower, single head trap Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: P '� • ;OA (/ O / / H.\Applications\Forms- Applications On-Line \2009 Applications \I -2009 Permit Application.doc Revised: 1 -2009 bh 4 DACE iM. W City State .',__// 4 Zip Contact Person: ' I /V I ►' Day Telephone: 2b - 57 [ ,60 E -Mail Address: Fax Number: C f s 4'32-' .?-5 - t.7 Contractor Registration Number: A LA- S E ,S'T ?.60 l3 i, Expiration Date: Valuation of Project (contractor's bid price): $ SOO. 00 Scope of Work (please provide detailed information): cokt et2& 5E'Wot- 5 coma- or y'/Lkl - . cores- (--t t.L Ci- A.t., Sl`'L Art Co oP 7'f t17 - Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in his applicatio 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE E L.AWS OF .1 STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Signature: 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 105.3.2 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). Date Application Accepted: Print Name: 1 ('d Y Mailing Address: 17-O • Rog H:\Applications\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised' 1.2009 bh Date: 7/2 o° avi- A/> P Day Telephone: 2°6 — 541— 3 3 $ IQgv WOOD/A) Vitt. rkle City State Zip Date Application Expires: Staff Initials: Page 6 of 6 Parcel No.: 0323049046 Permit Number: D09 -023 Address: 10802 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 02/20/2009 Applicant: PARAGON CARTAGE Issue Date: Receipt No.: R09 -01126 Initials: User ID: Payee: WER 1655 ACCOUNT ITEM LIST: Description 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 MATRIX TRANSPORTATION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 40790 1,190.70 Authorization No. BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 640.237.114 RECEIPT Account Code Current Pmts 1,186.20 4.50 Total: $1,190.70 Payment Amount: $1,190.70 Payment Date: 07/20/2009 11:32 AM Balance: $0.00 P YMENT RECEIVED doc: Receiot -06 Printed: 07 -20 -2009 Payee: PARAGON CARTAGE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 60165 771.03 ACCOUNT ITEM LIST: Description doc: Receiot -06 PLAN CHECK - NONRES • 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.: 0323049046 Permit Number: D09 -023 Address: 10802 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 02/20/2009 Applicant: PARAGON CARTAGE Issue Date: Receipt No.: R09 - 00300 Payment Amount: $771.03 Initials: WER Payment Date: 02/20/2009 01:38 PM User ID: 1655 Balance: $1,190.70 Account Code Current Pmts 000/345.830 771.03 Total: $771.03 0905101-1 0109 02/20/2009 001 101 DCD Pell" Plus - General Fund $794.03 Printed: 02 -20 -2009 Pr 'ect: \ArAc 4J OArz,TaC¢ Type of Inspection: FINIA L... Address: 1 ( 23O2_ C MAZ&IN1/1(_ Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: 20C -S l -33 8 Li I SPECTION RECORD Retain a copy with permit INSP ION NO. P RMIT N.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: a Insp: to R:cei• No.: AA - f C - 1 4 k1 f E1e (206)431 -3 Date: 1 = AN /0 /07- $60. E 0 REINSPECTION FEE " QUIRED. Pr or to inspection, ee must be pai• at 6300 Southcenter Blv• Suite 100. Call to schedule reinspection. (Date: (COMMENTS: /. Type of Inspection: rib": JV /7 /Ob:4-- 17 I AI k< <-- 1 -r S L 1 t .1-A5 • r J[ /l 'i far ' f . 15 1 y XD Special Instructions: / kc fT ' n - ` ",. , r,. >ri' 17.Aj + vcC " . Requester: !fie L t. /' II . f e ae . 1 i. . , p " • A. � i `w \ • J • t a ''. %r .. A 1 Proj f 4.7.9 ‘49V ( Type of Inspection: rib": JV /7 /Ob:4-- A'''F Addres : re42 c-4-5- '791/7 -, i/✓A/ Date Called: Special Instructions: / Date Wanted: + .rf`i Requester: Phone No: • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION li? •, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. orrections required prior to approval. Inspector: µ l Date: c� 014% , $60.00 REINSPECTION FEE kEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1� P oject: A„ Type of Ins cti n: r t. ...... 1 f dres' Il 1 o'! 6 . (han , w -St alle Date Calle : 47 . /3[03 Special Instructions: Date Wanted: ` a.m. 2 j Re9,u�s,Eer: 1 I � ra -i4 -S - bf� Phone : -5 -7 -- 3324 i + INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: -- Ftvi& e Inspector: 7)5 (Date: G 9 1 21 ( 0 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: _« I Project: MA 114, i y it creo El). o Type of Inspection: J L Address: 16 So $ Suite #: trNn tJ Contact Person: '''-' mac..- - Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: P ermits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 COMMENTS: t'► ' �t NIA-1 . - 14.- Date:. 5/30 /01 Hrs.: / n $8 &.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 o23 PERMIT PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 Project: / - , , x WO ri ;, /. Type oo Inspection: Address: Suite #: Contact Person: e, �. Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre- Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY,_ OF TUKWILA FIRE DEPARTMENT �c Fact Tukwila_ Wa 98188 206- 575 -4407 ri Approved per applicable codes. COMMENTS: 'may L AT. t X r -r &,f Date:, el 4 / rs .. Inspector: _ $8.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc INSPE CTION RECORD Retain a copy with permit 1/13/06 PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 REVISION COVER SHEET A. SITE ADDRESS: 10802 E. MARGINAL WAY S., TUKWILA, WA B. OCCUPANCY CLASSIFICATION: "B" C. INDEX OF DRAWINGS 1 - 4 TEMPORARY MOBILE OFFICE FOUNDATION SPECS 5 - 18 GEOTECHNICAL REPORT, DTD 26 DEC 07, JN 07077, STORM 19 PARKING LOT STRIPING/UTILITIY & WATER HOOK UP LOC. 20 TRASH COLLECTION AGREEMENT W /GENE JUAREZ 21 ELECTRICAL PERMIT D. BUILDING AREA: 672 SQUARE FEET E. PROJECT DESCRIPTION: REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2009 City of Tukwila BUILDING DIVISION PLACE OFFICE TRAILER IN PARKING LOT. INSTALL ADA RAMP. INSTALL ANCHORS. CONNECT WATER, SEWER, AND ELECTRICITY. PAINT PARKING LOT STRIPING. CORRECTION LTR D09. 023 RECEIVED MAY .112009 PERMIT CENTER . GEOTECH CONSULTANTS, INC. Celebrating 20 Years 1986 -2006 East Marginal Way Properties, LLC 3006 Northup Way, Suite 303 Bellevue, Washington 98004 Attention: Fred McConkey Subject: Geotechnical Engineering Study Proposed Paved Parking Lot 10802 East Marginal Way South Tukwila, Washington Dear Mr. McConkey: We are pleased to present this geotechnical engineering report for the proposed paving of the existing vacant lot located at 10802 East Marginal Way South in Tukwila. The scope of our work consisted of exploring site surface and subsurface conditions, reviewing subsurface exploration logs prepared by others in the site vicinity, and then developing this report to provide recommendations for pavement design and assessing the potential for on -site infiltration of stormwater. This work was authorized by your acceptance of our proposal dated November 19, 2007. Redevelopment of the property is in the early feasibility planning stage, and detailed plans were not available to us at the time of this report. However, from our discussions with Fred McConkey, of East Marginal Way Properties, we understand that the existing gravel- surfaced, nearly -level vacant site will be resurfaced with asphalt concrete pavement to provide parking for various vehicles, including large semi - tractor trucks and trailers. An old house on the property was recently demolished and site graded nearly level. We anticipate that several feet of new structural fill will be required to raise and level the site for use as a paved parking lot. In the future, one or more commercial buildings may be constructed on the site. SURFACE SITE CONDITIONS via email: Fred @McConkeydev.com 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747 -5618 FAX (425) 747 -8561 December 26, 2007 JN 07077 XJ g ni The Vicinity Map, Plate 1, illustrates the general location of the site, which is just south of the South Boeing Access Road and Airport Way South. The site is an approximately trapezoidal- shaped, vacant property. The lot has frontage along the northbound lane of East Marginal Way South and is o In bounded to the east by Airport Way South. Adjacent commercial - industrial properties are situated co ® to the north and south of the property. At one time, three single- family residences occupied the site, with the last building having been removed within the last few years. The site is currently used for temporary truck parking. The Sound Transit Light Rail traverses across the site on an elevated rail curving from the northeast corner to the southwest corner. Three large concrete pylons support the elevated rail across the site. , East Marginal Way Properties, LLC December 26, 2007 JN 07077 Page 2 The subject property measures roughly 200 to 235 feet on all sides and is nearly level, with grades ranging from about elevation 20 feet near the sidewalk on East Marginal Way South down to about elevation 16 feet over most of the site. The lot is surfaced mostly with crushed rock, recycled concrete and crushed brick ranging from a few inches thick to as much as 12 inches. The south - southeast portion site is lower, and was covered with a shallow pond of accumulated surface water at the time of our field work. During our explorations in this area we noted the presence of several buried utilities, including several electrical power lines, abandoned plastic water lines, and a sanitary sewer line. SUBSURFACE The subsurface conditions were evaluated by reviewing explorations completed by others in the site vicinity, including borings completed by others for the new concrete pylons for the Sound Transit rail line. We also explored the site by excavating nine backhoe test pits (TP -1 through TP- 9) at the approximate locations shown on the Exploration Site Plan, Plate 2. All of the test pit explorations were completed to depths ranging from 3.5 to 10 feet below ground surface (bgs) due to saturated, caving alluvial soils. The field exploration program was based upon the proposed construction, subsurface conditions revealed during our review of previous explorations completed by others, our own site explorations, the presence of underground utilities, and the scope of work outlined in our proposal. Our review of a number of borings and test pits completed over a number of years by others, indicates that the site is underlain by alluvial soils (alluvium) deposited by past meanders of the ancestral and existing Duwamish River. Borings completed for the center pylon for the Sound Transit rail lines (middle of the site) indicate that the alluvial soils, consisting of saturated, loose - soft, interlayered silt and sand soils extend to about 125 feet bgs, where bedrock is first encountered. This information is consistent with our explorations and previous experience in this area of East Marginal Way South. Our initial exploration at the site, on December 17, 2007, was in Test Pit TP -1 located near the entrance to the site at the northwest corner of the property just off of East Marginal Way South. We encountered undocumented electrical power lines buried at shallow depth in TP -1 and decided to forego further backhoe test pits until such time as a private utility locate could be completed on the site. The private locate was completed on December 21, 2007 and several other unmarked buried utilities were found. With the location of the buried utilities located and marked, we completed the remaining eight test pits (TP- 2 through 9) on December 21, 2007. A rubber -tired backhoe subcontracted to Geotech Consultants, Inc. was used for all our test pit explorations. An engineering geologist from our staff observed the exploration process, logged the test pits, and obtained representative samples of the soil encountered. The Test Pit Logs for TP -1 through TP -9 are attached as an Appendix to this report. As aforementioned, the surface of the site is covered with crushed rock, crushed - recycled concrete, and broken brick. This provides a temporary driving and parking surface for mostly large semi - trucks (tractors and trailers). The surfacing ranges from a few inches to nearly a foot thick depending on location. Due to constant truck traffic at the site, the surfacing is in a medium dense to dense condition. No areas of unstable or "pumping" subgrade soil were observed where the ground surface was visible outside of the area of standing water. C- co � c 8� "G..9 x :loom m , s.. V m< � nm ,m PTA G)) � ' o 31 0 3 -.4 . v c ® m • C7 ° _ ° - Z fa .CD l ®ZCD m `° ® . z mm GEOTECH CONSULTANTS, INC. East Marginal Way Properties, LLC December 26, 2007 Beneath the crushed surfacing layer in all out test pits is a variable thickness of man - placed fill ranging from less than a foot thick in TP -5 (near the center of the site) to 4 feet thick in TP -1 (at entrance to site). In general, the fill was thinner to the east and thickens towards the west. Typically, the fill in TP -1 through TP -3 (all on the west side of the site) consists of silty sand mixed with gravel, cobbles, occasional silt, and sometimes plastic, asphalt - concrete, and miscellaneous material (wood, nails, etc.), in generally a medium -dense condition. In TP -4 through TP -8, the fill consists of sandy gravel and crushed rock in a wet, medium -dense condition. The fill in TP -9 consists of rock spalls and crushed rock placed over a synthetic geotextile (woven fabric). TP -9 was excavated on the south side of the site near the pond; we attempted several test pits along the south side of the site but were limited by the presence of buried sanitary sewer and electrical power conduit, rock spalls /geotextile, and pond water that rushed into the test pits. We were only successful in penetrating the geotextile in TP -9 but could not excavate deeper than 2.5 feet below ground surface (bgs) due to pond water rushing into the test pit. Underlying the fill at the site is native Duwamish River Valley alluvium. The alluvium consists of soil deposited by past meanders of the Duwamish River, including low- energy deposits of silt and clay, and high- energy deposits of sand and gravel. These soils have accumulated since the end of the last period of glaciation in the Puget Sound region, about 14,000 years ago. According to our review of boring logs completed in the vicinity of the site by others, including one boring for the center Sound Transit rail pylon, the alluvium is underlain by weathered bedrock. The thickness of alluvium will likely be less to the east (40 feet bgs or less) and thicker to the west (125 feet bgs or deeper), based on the underlying west- sloping bedrock surface. Our explorations at the site encountered fine - grained silty sand alluvium immediately under the man - placed fill to depths ranging from roughly 5 to 7 feet bgs. This silty sand alluvium gradually became siltier with depth and grades typically to interlayered silt and silty sand. Our explorations and experience indicates that the upper silty sand unit is somewhat firm (but loose) and wet, However, once the underlying interlayered silt and silty sand unit is encountered, these soils become fully saturated and are in a very loose /very soft condition to their full depth. Generally, our explorations could not advance deeper than 7.5 to 10 feet bgs due to severe caving of the test pit side walls in the saturated, very loose /very soft soils. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types are typically gradual, and subsurface conditions will substantially vary between exploration locations. The logs provide specific subsurface information only at the locations explored. The relative densities and moisture descriptions indicated on the logs are interpretive descriptions based on the conditions observed during the explorations. GROUNDWATER GEOTECH CONSULTANTS, INC. Substantial groundwater seepage was encountered in all of our explorations, except at TP -1 (completed at shallow depth due to buried electrical lines), TP -8 (completed only to 7.5 feet bgs), and TP -9 where rapid inflow of pond water prevented deeper exploration. Generally, the test pits show that the groundwater level ranges from 6.5 feet bgs to 8.5 feet bgs, with the shallower levels to the east. However, the site grades are higher to the west and taper eastward down a couple of feet. Thus, we suspect that static groundwater during our site explorations on December 17 and 21, 2007 is relatively level and at about Elevation 8 feet. The static water level may be under tidal influence and thus should vary with date and time for any given period of measure. co c 8 m X G, ° o 7j 0 cm 0* N • < P 0 ' NI V CS. a `� ®�O -I ael z m m JN 07077 Page 3 East Marginal Way Properties, LLC December 26, 2007 The shallow surface water ponded in the southeast portion of the site, in our opinion, does not represent the static water level, but is likely water perched upon relatively silty, fill soil, which was probably placed during construction of the overhead Sound Transit rail line. GENERAL CONCLUSIONS AND RECOMMENDATIONS JN 07077 Page 4 The explorations generally found relative firm, medium - dense, man - placed fill to depths of about one foot to 4 feet bgs, with the fill thinning to the east and thickening to the west. The fill overlies Duwamish River Valley alluvium that extends to depths ranging from perhaps 40 feet bgs to possibly deeper than 125 feet bgs. Under the alluvium is bedrock. We expect that most of the man - placed existing fill will remain to provide a base upon which the site can be leveled and pavement subgrade conditions can be improved. In our opinion, site leveling and new pavement subgrade improvement should consist of the placement and compaction of granular structural fill, placed and compacted in accordance to our recommendations below. In order to provide a solid subgrade for pavement to support large trucks, we recommend that there be a total thickness of no less than 2.5 feet of fill overlying the alluvial soils. We strongly recommend that the new fill be placed in dry weather conditions. If, however, the site will be developed for parking in the wet season, we recommend that the pond be drained, that a significant thickness of rock spalls be placed over a heavy -duty geotextile material, and that all mud and wet - saturated surficial soils be removed prior to placing new structural fill. The structural fill placed above the existing grade can consist of a variety of materials, but potential fill materials should be approved by the geotechnical engineer before use at the site. In general, we recommend that new structural fill consist of a natural or manmade granular material having a gravel content of at least 30 percent. If semi - trailers will be stored on the site, it would be prudent to provide concrete pads for the trailer outriggers. This prevents deformation of the asphalt under the concentrated outrigger loads. Groundwater was encountered at depths of about 6.5 feet bgs to 8.5 feet bgs during our explorations. As such, the placement of deep - buried utilities should be avoided as severe caving of utility trenches or any excavations deeper than about 5 to 6 feet deep should be expected. Dewatering of deeper excavations may also be needed. The high silt content of the on -site soils and the relatively shallow groundwater depth will make on- site infiltration of stormwater unfeasible. We expect that the site will need to be graded and filled to allow surface water drainage to City of Tukwila- approved stormwater discharge points. The saturated soils that underlie the water table are susceptible to seismic liquefaction. If lightly - loaded commercial buildings are built on the site in the future, it should be possible to support them on heavily- reinforced conventional foundations placed over several feet of new structural fill. This type of a foundation system is resistant to excessive differential settlement under building loads, and should prevent catastrophic settlement from seismic liquefaction. Taller, or settlement- sensitive structures would likely need to be supported deep foundations, such as driven piles or drilled piers. The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered during the earthwork process. All curbs and gutters c -c' C) w o m N� ®c o 0 m 0 0 GEOTECH CONSULTANTS, INC. East Marginal Way Properties, LLC December 26, 2007 around the edges of the site should be left in place to avoid surface water from entering the site. In the past, downstream catch basins would be protected with premanufactured silt "socks ". However, intense rainstorms in recent winters have caused many of these types of "socks" to fail or fill with debris, which blocked the flow of water into the catch basins. Thus use of silt "socks" should be reviewed prior to their use. Where necessary, rocked construction access roads should be extended into the site to reduce the amount of mud carried off the property by trucks and equipment. Temporary soil stockpiles should be covered with plastic during wet weather. We recommend including this report, in its entirety, in the project contract documents. SEISMIC CONSIDERATIONS In accordance with Table 1615.1.1 of the 2003 International Building Code (IBC), the site soil profile within 100 feet of the ground surface is best represented by Soil Profile Type E (Soft Soil Profile). Under the 2006 IBC, the site soil profile would also be E. The soils underlying the water table have a moderate potential for liquefaction in a large earthquake. PAVEMENT AREAS We recommend providing a minimum 2.5 feet of compacted fill beneath the pavement section in all areas. Because the site soils are silty and moisture sensitive, the pavement subgrade must be in a stable, non- yielding condition at the time of paving or placement of additional structural fill. Granular structural fill or geotextile fabric may be needed to stabilize soft, wet, or unstable areas, particularly the pond areas of the site. In order to evaluate pavement subgrade strength, we recommend that a proof roll be completed with a loaded dump truck immediately before paving. In most instances where unstable subgrade conditions are encountered, an additional 12 inches of granular structural fill will stabilize the subgrade, except for very soft areas where additional fill could be required. The subgrade should be evaluated by Geotech Consultants, Inc., after the site is stripped and cut to grade. Recommendations for the compaction of structural fill beneath pavements are given in the section entitled Genera! Earthwork and Structural Fill. The performance of site pavements is directly related to the strength and stability of the underlying subgrade. The pavement section lightly - loaded traffic and parking areas should consist of 2 inches of asphalt concrete (AC) over 4 inches of crushed rock base (CRB) or 3 inches of asphalt - treated base (ATB). This would be appropriate where only passenger vehicle traffic and parking would be expected. We recommend providing main driveways or areas of heavy truck traffic with 4 inches of AC over 6 inches of CRB or 4 inches of ATB. Increased maintenance and more frequent repairs should be expected if thinner, pavement sections are used. The pavement section recommendations and guidelines presented in this report are based on our experience in the area and on what has been successful in similar situations. We can provide recommendations based on expected traffic loads and California Bearing Ratio (CBR) tests, if requested. As with any pavements, some maintenance and repair of limited areas can be expected as the pavement ages. Cracks in the pavement should be sealed as soon as possible after they become evident, in order to reduce the potential for degradation of the subgrade from infiltration of surface water. For the same reason, it is also prudent to seal the surface of the pavement after it has been in use for several years. To provide for a design without the need for any maintenance or repair would be uneconomical. q C � P rn o e..m rn r to GEOTECH CONSULTANTS, INC. J N 07077 Page 5 East Marginal Way Properties, LLC December 26, 2007 GENERAL EARTHWORK AND STRUCTURAL FILL All proposed pavement areas should be stripped of any surface vegetation (of which very little exists), and any deleterious material should be removed, such as trash and mud. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non - structural areas, such as landscape beds. Structural fill is defined as any fill placed where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with the moisture content at, or near, the optimum moisture content of the fill material. The optimum moisture content is that moisture content that results in the greatest compacted dry density of the fill material. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose -lift thickness should not exceed 12 inches. We recommend observation of fill quality, methods of placement, and compaction testing as the fill is being placed. if a given lift of fill is not compacted to specifications, it should be recompacted to specifications before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: Location of Fill Placement Beneath slabs or walkwa s Beneath pavements 111inimum ' Relative Compaction 95% 95% for upper 12 inches of subgrade; 90% below that level Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content of no more than 5 percent, The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three - quarter -inch sieve. The geotechnical engineer should be allowed to review prospective structural fill materials before their use at the site. The conclusions and recommendations contained in this report are based on site conditions as they existed at the times of our explorations and assume that the soil and groundwater conditions encountered in the explorations are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are g rn co o 0 c ® m x 20 r., < 52 X> ° O w < § 74 0 O i " ZO O * ®c N Cam® O ox ;z m Where: Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557 -78 (Modified Proctor). LIMITATIONS GEOTECH CONSULTANTS, INC. JN 07077 Page 6 East Marginal Way Properties, LLC December 26, 2007 commonly encountered on construction sites, and particularly at sites underlain by old fill and the Duwamish River alluvium. Subsurface conditions will likely vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks, This is a standard recommendation for all projects. This report has been prepared for the exclusive use of East Marginal Way Properties, LLC, and its representatives, for specific application to this project and site. Our conclusions and recommendations are professional opinions derived in accordance with our understanding of current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. We recommend including this report, in its entirety, in the project contract documents so the contractor may be aware of our findings. Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during site earthwork. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements will be the responsibility of the contractor. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Appendix Test Pit Logs M -4 0 m i ni ADDITIONAL SERVICES GEOTECH CONSULTANTS, INC. JN 07077 Page 7 East Marginal Way Properties, LLC December 26, 2007 We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. PJ R Marc R. McGinnis, P.E. Principal cc: Barghausen Consulting Engineers — Jason Hubbell via email jhubbell @barghausen.com GDB /MRM: jyb rn ca M CO GEOTECH CONSULTANTS, INC. Respectfully submitted, GEOTECH CONSULTANTS, INC. Gary D. Beckham, P.G., P.E.G. Senior Engineering Geologist 2 bas " ,. ;; • j JN 07077 Page 8 101ST ono <' GOLF COWRY CLUB 112TH ST 114111 115TH ST 1 � . RAIN R GOLF GOOSE m 11210 HOLDEN • N N \ _ 0 T ■ R Sr ST ST ST i ST N PORTLAND (NlSll ER PM sr KING COUNTY NIERNATIGNAL AIRPORT U. CU 4 VICINITY MAP Proposed Paved Parking Lot 10802 East Marginal Way South Seattle, Washington c ANA M limes C 8 .5.41 x 31) .... r r 1 � ° Iv 21 ®* ®c 0C m C m --n L m rob No: 07077 I Date: 1 Dec. 2007 1 No Scale Plate: 2 No Scale Legend / TP-4 / /7= .„. 7 SPOT cow / / i. TP-5 • I / . I/ /. / .•••*/ _......• • / . /Approx. Area of / j ... / Ponded Water,/ 1 / ( / ,.... / 7 SIRPCRI / „, / k / ” // ( / Site Boundary Line i \ TP-2 El ).-1 121 = Approximate Test Pit Location 'I .... 6 16\.... ......... .................. GEOTECH CONSULTANTS, INC. - '' _ TO Mak ''''' .................... .... atif„ \\\\ A IX EMMY It/R01.7l15r EXPLORATION SITE PLAN Proposed Paved Parking Lot 10802 East Marginal Way South Seattle, Washington • East Marginal Way Properties, LLC J N 07077 December 24, 2007 rn co 8 .,...9 2:• E U M < g 54b N, 22 0* a O siC m C, Pot - -.ri 2 0 m APPENDIX Test Pit Exploration Logs GEOTECH CONSULTANTS, INC. ► r ; _1_;;Depth_(feet).: _ ... .::Soli :D ' ... ,, :_. F�: , >z 0 -2.5 Brown silty SAND with gravel and cobbles, wet, medium dense, loose (FILL) 2.5 -10.0 Orange -brown becoming mottled gray, black, and red brown, SILT, silty SAND and sandy SILT, and interlayered black sandy Silt /silty Sand, wet, soft/loose (ALLUVIUM) Becomes saturated, very loose /very soft at 8.5 feet j ii. h E �._:.'... :• ;.r_...,.. $Oil ..Descripti,'on , .... 0 -1.4 Gray silt and silty SAND with gravel, very moist, medium dense (FILL) 1.4 -9.0 Orange mottled brown to brown and black silty SAND and interlayered black silty fine SAND and fine sandy SILT, wet, loose (ALLUVIUM) Becomes saturated, very loose /very soft at 8' F = +Depth # ®ex} = ._ .:..: : ... Soil ;Descript 0 -4.0 Brown, silty SAND with gravel, cobbles and plastic, wet, loose (FILL) 4.0 - 4.3 Brown silty SAND, fine - grained, very moist, loose (ALLUVIUM) EST PIT 1 Test Pit was terminated at the shallow depth of 4.3 feet on December 17, 2007 due to buried electrical power cables at 2 feet below ground surface. No groundwater seepage or caving was observed in the test pit. TEST PIT 2 Test Pit was terminated at a depth of 10.0 feet on December 21, 2007. Groundwater seepage was observed at 8 feet. Severe caving noted from 7 to 10 feet. TEST PIT 3 Test Pit was terminated at a depth of 9.0 feet on December 21, 2007. Groundwater seepage was observed at 8 feet. Severe caving noted from 6 to 9 feet. 6.--1 TEST PIT LOGS -.... _I t _ .C'_ �._. ,.Dept +feet,).__ :__� ; _ �:•j . �. '1� L .. - •• ^l]Y .•u-,!- •y` ' '�� L :i` - .� "--:,.= n � �-,�� T Sail e�:er= ���� , s -It'S -:r . ,�...: .�.: _ ����.: -F 1r � , � �- : -_ �- 0 -3.5 Gray silty, sandy GRAVEL and CRUSHED ROCK, wet, medium dense (FILL) Becomes brown silty SAND with gravel and asphalt pieces, wet, loose 3.5 -9.4 Orange mottled brown to brown and black silty SAND and interlayered black silty fine SAND and fine sandy SILT, wet, loose (ALLUVIUM) Becomes saturated, very loose /very soft at 6.5 feet TY` ... :'.. � _ . .� :.; 'VOW •.,. •TI� � 1 ._a t .. .ter..: :.�i'-•:.': .::. T.'.: •...::.^. - - .. l ':1'. -:�J: = :- �.�. -.. _.�... .� ... _ ' i'.��t.. �:t }.:..a.:'::i -.:.:: . :•�. .2 t,_i..i. <.. ..1.- .,, ,,:': . ��. � _r ��= ;�' r 1;; }z�;��:�.�:.'��Si1�L7lescr� t tt:,.`.�� 3: �.��� , = - ', 5= <.,.,.:.iti,...r�: t2t:- Y• _ :+:+ "?_. .. �. � -. +3 ' 0 -0.8 .: ....... ..- . ...._ Gray sandy GRAVEL and CRUSHED ROCK, wet, medium dense, (FILL) 0.8 -9.4 Orange mottled brown silty SAND and fine sandy SILT, very moist, loose /soft (ALLUVIUM) Becomes brown black SAND with silt, wet, loose at 5 feet Grades to orange mottled gray SILT with organics, saturated, very soft at 6.5 feet .....:...: .. "�. �: ...' - -: - :: : ... -.i . • .. ! _. ��_'= �rDpth �(f eet) �° �-. .: "_.� } �1�: - F i' .:.- �.: .:::_ .: •. •• .'I :. i1�� it �.::::::_ .:� "i:�'::.:'. .:� - .: � _.: -' '::=3 la -� z �� 1: �, sx Via =.: -. ,,,, 1`cr'F? -`'§ B "'3 , Y R_ ... • - S escntp�i.ota � � �:�.; __� * ._.._ 0 -1.3 Gray sandy CRUSHED ROCK with gravel, wet, medium dense (FILL) 1.3 -8.0 Orange mottled brown silty SAND and fine sandy SILT, very moist, loose /soft (ALLUVIUM) Becomes interlayered brown, black and orange fine silty SAND and fine sandy SILT, saturated, very loose /very soft at 6 feet East Marginal Way Properties, LLC JN 07077 December 24, 2007 TEST PIT 4 Test Pit was terminated at 8 feet on December 21, 2007. Groundwater seepage observed at 6.5 feet. Severe caving noted from 5 to 8 feet. TEST PIT 5 Test Pit was terminated at a depth of 9.4 feet on December 21, 2007. Groundwater seepage was observed at 6.5 feet. Severe caving noted from 4.5 to 9.4 feet. TEST PIT 6 Test Pit was terminated at a depth of 9.4 feet on December 21, 2007. Groundwater seepage was observed at 8.5 feet. No significant caving observed. 6-1?- co FITT X a 8 g m Gaq x )":" M N < 0 ° -0. �o 23 O s ma ® c o - �® Z 0 GEO'I'ECH CONSULTANTS, INC. m Appendix Page 3 l `'` ... 1, e p thi 5.; ee ..._. ` � ,--, - 4 . ...., - „�...._ ,.. - ,, Ifi iiiiiiptio '. I. .._.:' _ 0 - 1.2 Gray sandy GRAVEL and CRUSHED ROCK, saturated, loose and yielding (FILL) 1.2 -7.5 Orange mottled brown silty SAND and fine sandy SILT, very moist, loose /soft to medium stiff (ALLUVIUM) Becomes brown black fine SAND and fine sandy SILT, wet, loose /soft at 2.3 feet Grades to orange mottled brown gray fine sandy SILT with organics, saturated, very soft at 6 feet rr pth (feet} , � I'Solh'Deseiiiptiali# 0 -1,5 Gray silty, sandy GRAVEL with roots, very moist to wet, medium dense (FILL) 1.5 -7.5 Gray brown silty SAND and fine sandy SILT, very moist, loose /soft (ALLUVIUM) Becomes orange mottled brown silty SAND and fine sandy SILT, very moist to wet, loose /soft to medium stiff at 2.5 feet Becomes interlayered brown, black and orange fine silty SAND and fine sandy SILT, saturated, very loose /very soft at 5 feet 40 kz' feet?- . T:._...._ _r.r _ -.- II1 egdit,ti: _ Y s , =- 0 -1.5 Gray 3 -inch minus clear (washed) GRAVEL and CRUSHED ROCK underlain by heavy -duty geotextile fabric, saturated (FILL) 6 -inch rock spalls under geotextile fabric 1.5 -2.5 Brown silty SAND and fine sandy Silt, saturated, loose /soft (ALLUVIUM) A East Marginal Way Properties, LLC JN 07077 December 24, 2007 TEST PIT 7 Test Pit was terminated at 7.5 feet on December 21, 2007. No free groundwater seepage was observed although the soils from 5 to 7.5 feet were saturated. No significant caving noted. TEST PIT 8 Test Pit was terminated at a depth of 7.5 feet on December 21, 2007. Groundwater seepage was observed at 6.5 feet. Moderate caving noted from 5 to 7 feet. TEST PIT 9 Test Pit could not be advanced deeper than 2.5 feet due to surface water flooding into the test pit from adjacent pond on December 21, 2007. x 8, --‹ 0 BR 3 �®rn 3> V � < 1. 0 OM 0 1 0 Z n M GEOTECII CONSULTANTS, INC. Appendix Page 3 r1/0471 FeA6 L //VE. — 7714i pLAce/vi. e A/7 — PA,Wil'Ut PL-AiV U tide i 41 DuiLi i) 0 ELECT/L1(71 7-F- /ms .`a April 7, 2009 This letter serves as notice that Gene Juarez Distribution Center, located at 10828 East Marginal Way South, Seattle, WA 98168, does hereby give permission to Timothy J Bransford, President, Matrix Transportation, Inc, to utilize our garbage and recycling dumpsters until further notice. Respectfully, ey r Gene Juarez Salons and Spas, LLC 3326 160 Ave SE #400 Bellevue, WA 98008 P 425.748.1442 F 425.748.1475 E auvla2enejuarez_.com w o O a x el - X BR f- uts rn< . r. z o , 20 O * C a m ° ®�® Z m GE NE JUAREZ SALONS & SPAS 0.7:. ��.�:. '.l El. ., . ,� Gent juarea S: ;o:: :. Spas. 1..1. . f ®C 2: ® w z ,, A Parcel No.: 0323049046 address: 10802 EAST MARGINAL WY 8 TUYi' Suite Ng: Tenant: • Owner: Name: EAST MARGIN$L WAY PROP LLC Phone: Address: 3006 NORTHUP WAY #303 , BELLEVUE WA . ,^.ontact Person: Name: ROGER HILL Phone: 426 486 - Address: PO BOX 1095 , WOODI VVILLE WA ; ontractor: Name: HILL ELECTRIC CORPORATION Address: PO BOX 1095. WOoortnn LE t o Contractor License No: HILLEC*045B9 aESCRIPTION OF WOR TPGRADE EXISTING SERVICE TO 200 AMPS AND PROVIDE POWER TO FUTURE OFFICE TRAILER )ISCONNECT. • ra1ue of Electrical: NRES: ' 86,000.00 RFS: $0.00 e of Fire Protection: UNKNOWN ignatur rn lc: EL -4/07 . co a Name: MEDIGH Address: 1.0802 EAST MARGINAL WY S , TURVPfl A WA AEI Service provided by: SEATTLECITY LIGHT enter Authorized Signature: riot Name. �,) ► TO /T0 I9id C c) • • Department o f �Comrnunity.»evetopirnent 63 Southcenter Boulevard,; Suite #100 Tukwila; Washington 98188' Phone: 206431-3670 Fax: 206 -431 -3665 Web site: hr m ‘ ..;//www.ci.tukrUila.wa.14 lw �x ELEC`•'1'RI!CA]L. PERMIT 2) EL09 -0055 Fees Collected 1 -02 Perrnit . Number: EL09 -0055 Issue Date: . 01/26/2009 Permit Expires On 07/25/2009 Phone: '426 4854321 F.`apiration Date: 01/29/2 National Electrical Code E dition: certify that I have read and this work will be complie hgiffrrg. ting of this permit does not presume to.givo authorityio violate or cancel the provisions or retraction ox performantce of work. 1 am authorized to sign and obtain this electrical perm' • d this permit and . )asow the name to bo tree and oot )ect.• All pravitsivna of law and ordir:anccts whether specified herein or not. $233;00 2008 Date: oU12 4 Date: . his permit shall become null andvoid if the work is not commenced within 180 days from the date of issuance, or if the work is suspended r abandoned for a perlocl of 1$0 days from tlw last inspection.' rn o Printed: 01,26 -2009 DRIED 13 11IH 0ZEV58V5ZV 6V :80 6002/TZ/V0 07 -02 -2009 TIM BRANSFORD PO BOX 1990 WOODINVILLE WA 98072 City of Tukwila Department of Community Development Jack Pace, Director RE: Permit Application No. D09 -023 10802 EAST MARGINAL WY S TUKW Dear Permit Applicant: Jim Haggerton, Mayor In reviewing our current application files, it appears that your permit applied for on 02/20/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 08/19/2009. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D09 -023 A ? nn C1111rh,.0 17 LIT RnssleannA C.•irn 41 1 /)I a T••1...•:l.. 1101 00 — At _ _ *IAA A 1 etnn _ r_.. nn nae� 0 Tim Bransford PO Box 1990 Woodinville, WA 98072 Dear Mr. Bransford, fer Marshall Pe't it Technician encl File No. D09 -023 • Ciz of f Tukwila • Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Permit Application Number D09 -023 Paragon Cartage —10802 East Marginal Wy S This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each.department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning and Public Works Departments. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Planning Department: Stacy MacGregor at 206 733 -7166 if you have questions regarding the attached memo. Jim Haggerton, Mayor Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, P:\Pemit Center \Correction Letters\2009\D09 -023 Correction Letter #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila. Washington 98188 • Phone: 206 431 - 3670 • Fax! 206 -4.31 -.3665 Building Division Review Memo • • Date: February 27, 2009 Project Name: Paragon Cartage Permit #: D09 -023 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The "Design Loads" shown on (Page 1) Design & General Notes for the Minute Man Anchors do not meet the local design criteria of 85 mph wind and seismic zone D -2. Provide engineering for the anchors that comply with local design loads. Document calculations and details shall be wet stamped and signed by the engineer providing those documents. 2. Provide the Geotechnical Report dated Dec. 26, 2007 for this site as indicated on the cover sheet "Note ". The installation method of the tie -downs shall meet conditions specific to the geotechnical soils report. Specify which method or detail shall be used for tie - downs. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: APPLICANT: RE: ADDRESS: February 25, 2009 Paragon Cartage D09 -023 10802 East Marginal Way S PLANNING DIVISION COMMENTS The plans as submitted are not approved. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 -433 -7166. 1. Parking lot striping is not called out on the building permit form. Plan approval requires parking lot striping as shown on sheet C -2. 2. Address how will trash collection be handled. Trash collection needs to meet Tukwila Municipal Code which states: 18.52.090 Design of Collection Points for Garbage and Recycling Containers Residential and non - residential collection points shall be designed as follows: 1. An opaque wall or fence of sufficient size and height to provide complete screening shall enclose any outside collection point. Architectural design shall be consistent with the design of the primary structure(s) on the site. 2. Collection points shall be identified by signs not to exceed two square feet. 3. Weather protection of recyclables and garbage shall be ensured by using weather- proof containers or by providing a roof over the storage area. f DATE: March 25, 2009 PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: Paragon Cartage 10802 East Marginal Way S PERMIT NO: D09 -023 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please revise your site plan C2 to reflect utility lines hookups for the new office building: domestic water, sanitary sewer and power /telecommunication line(s). Please note that City of Tukwila has an Undergrounding Ordinance and all utility lines shall be constructed underground. 2) Show and label existing domestic water RPPA in a HotBox. Since sheet C2 was prepared by a licensed professional engineer these revisions have to be performed by him and the subject plan can not be modified by the applicant. 3) A separate City of Tukwila Electrical Permit is required for any electrical work associated with the proposed office building. P: joanna/comments 1 D09 -023 ACTIVITY NUMBER: D09 -023 DATE: 05 -11 -09 PROJECT NAME: PARAGON CARTAGE SITE ADDRESS: 10802 East Marginal Way S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: WI/ DC I Bui ding Division .S 1S Public Work DETERMINATION i COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/rouling slip.doc 2-28-02 PEAMIT CUORD CQPY • PLAN REVIEW /ROUTING SLIP 1 .li Fire Prevention Structural Incomplete Structural Review Required n n DUE DATE: 05-12-09 No further Review Required DATE: Not Approved (attach comments) DATE: D� l2o� i mtp , Planning Division Permit Coordinator Not Applicable DUE DATE: 06 -09-09 ACTIVITY NUMBER: D09 -023 DATE: 02 -20 -09 PROJECT NAME: PARAGON CARTAGE SITE ADDRESS: 10802 EAST MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued EPA TMENTS: -0/ 3 a= , Building Nisi n ASS le Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 • • PE �T C C �P �°i PLAN REVIEW /ROUTING SLIP - 41% Aux_ trt r Fire Prevention Structural Incomplete TUES /THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n n DATE: DATE: Stk "8 ?' ->E Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -24 -09 Permit Center Use Only CORRECTION LETTER MAILED: fl J Departments issued corrections: Bldg ►'1 Fire ❑ Ping PW 4 Staff Initials: Not Applicable No further Review Required n DUE DATE: 03-24 -09 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Not Approved (attach comments) [-----/ Sheet Number(s): a 1- 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.tulnrila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /1 / / Plan Check/Permit Number: D09 -023 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Paragon Cartage Project Address: -�-' 10802 East Marginal Wy S Contact Person: I I►^1 l/V3 I Phone Number: ? - S 1 3 E Summary of Revision: ' I'e 1 7 A 1 1 i) D SC/- /? 7l dN 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: -Entered in Permits Plus on v "" k t '"07 \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: RECEIVED CITY OF TUKWILA MAY 117009 PERMIT CENTER Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 I 3 Water closet, tank or valve, >1.6 GPF 8 4 La King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification X09 - 0 23 • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type � �o2 C , I �� wAY 5. roperty Street Address Tv J1 w A City State ZIP L- Ly Pn4QT1 ES, iLiv` Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name (if applic ge) (42-S ) e 9- 1cga Owner's Phone Number (with Area Code) ( 4J ) 5:1 Property Contact Phone Number (with Area Code) Owner's Mailing Address 3�b o�K R—Lo, f,(J)Y, std) 603 r3 El-Levve wh T &20 f A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 Signature of Owner /Representative Print Name of Owner /Representative 11F4 Total Fixture Units RCE Questions regarding the capacity charge or this form should be referre I certify that the information given is correct. I unders deviation will require resubmission of Property Tax ID # 0 3 Z ,O — 5°044, Part to be Billed (if different from owner) Date of Connection City or Sewer District VAUEY view Side Sewer Permit # Mo 3 Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B w RCE RCE RECEIVED FEB 20 2009 PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Ali future billings can be prepaid at a discounted amount. stewater Treatment Division at 206 - 684 -1740. y charge levied will be based on this information and any of a revised capacity charge. Date Zo 2°27 License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ALLSEP*993B4 ALL SERVICE PLUMBING CONSTRUCTION CONTRACTOR PLUMBING UNUSED 1/24/2001 1/23/2002 ARCHIVED ALLSEPC997MJ ALL SERVICE PLUMBING Et CNTRNG CONSTRUCTION CONTRACTOR GENERAL UNUSED 7/11/2001 1/23/2004 EXPIRED Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 FIRE INS CO HARTFORD 52BSBEJ5323 01/10/2007 Until Cancelled $12,000.00 11 /14/2007 2 HARTFORD FIRE INS CO 52BSBDG1261 01/23/2005 01/10/2007 $12,000.00 01/21/2005 Name Role Effective Date Expiration Date SUTTON, SANDRA M PRESIDENT 01/26/2004 Untitled Page • • Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with LEtI 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. Business and Licensing Information Name ALL SERVICE PLBG Et CONTRNG INC Phone 4254325334 Address PO BOX 1104 Suite /Apt. City RAVENSDALE State WA Zip 98051 County KING Business Type Corporation Parent Company UBI No. 602359065 Status ACTIVE License No. ALLSESP960B6 License Type CONSTRUCTION CONTRACTOR Effective Date 1/26/2004 Expiration 2/28/2010 Date Suspend Date Specialty 1 GENERAL Specialty 2 UNUSED Other Associated Licenses Business Owner Information Bond Information -,, n1 Mil PI/Inn xdw 37z1 o s 1 ROOF, WALLS, AND FLOORS ARE LIGHT FRAME CONSTRUCTION BLDG WIDTH PER PLAN I I 00 � - NOTES AND SPECIFICATIONS GENERAL 1. This document is intended for temporary foundations for mobile (premanufactured) offices, owned and leased by the client. Any other use is prohibited. A range of typical building sizes is addressed. The building superstructure shall already be permitted and tagged by the relevant state agency. 2. Structural design criteria (2006 IBC): Building loads: Roof snow load = 30 psf Floor live load = 50 psf Wind design for 85 mph, exposure C (or 95 mph, exposure B) Seismic design for any location in OR/WA (S(ds) = 1.0) Soil allowable bearing pressure = 1500 psf (assumed). Refer to structural calculations for other design data. SITE PREP. 1. Clearing: All vegetation and soil with organic matter shall be cleared away, leaving firm, undisturbed native soils underneath footings. 2. Structural fill under buildings: If desired between soil and foundation, place a commercially stocked gravel (crushed granular fill, uniformly graded). Place in maximum 10" lifts, compacted to 95% of maximum density by standard Proctor test ASTM D -698. 3. Adequate drainage shall be present to prevent accumulation of surface water under structure. WOOD 1. All materials shall be clearly stamped or otherwise identifiable with regard to species, grade, or other pertinent specifications. Sawn structural lumber not otherwise identified in drawings shall be DF Std /Stud & Btr for 2x4, and DF #2 & Btr for other sizes. Exception: preservative treated lumber may be HF, same grades as noted above. 2. Fasteners: All bolts shall be ASTM A325 min. Nails shall be per applicable code UNO, and where called out are box or sinker type UNO. Nails or screws in wood treated with copper -based preservatives shall be hot - dipped galvanized or stainless steel. Other fasteners shall be galvanized where permanently exposed to weather. 3. Connections: as applicable and if not specified elsewhere, connections shall at a minimum conform to IBC Table 2304.9.1. 4. Connectors shall be galvanized or corrosion- resistant as recommended for the application by the mfr. 5. All pressure treated (PT) lumber shall be rated for ground contact. FILE COPY Permit No. boq 02 3 Plan vi w approval is subject to errors Approval of construction the violation of any a of approved By Date: City Of'ikwtla BUILDING DIVISION CRAWL SPACE (this section is not applicable if perimeter skirting not installed) 1. Install min. 6 mil. black polyethylene vapor retarder under entire structure with joints lapped 12" 2. Crawl space access: min. 18" x 24" opening shall be provided. 3. Venting: total building footprint area divided by 1500 = net area of venting required. 4. Evenly space vents around perimeter of building. Total venting may be reduced if approved by building official. MODULAR FOUNDATION COMPONENTS: 1. Concrete Masonry Unit (CMU) piers where used: - Min. Compressive strength = 1350 psi - Blocks are nominal 8 x 8 x 16 inches - Set all blocks with cores aligned vertically - Max. 3 block height per stack/pier, ungrouted. 2. Steel manufactured piers (where used) - Install per mfr instructions - Shall be rated for allowable load = 6000 lbs min. - Fastened to both chassis beam and footing pad 3. Tie -downs - Install and maintain per mfr instructions - Anchors, straps, and connectors shall be rated for allowable load = 3150 lbs min. - Anchor type shall be suitable for the location (install in soil type as intended by mfr). - Install anchors before building placed, where required. FRAME WIDTH PER PLAN TYPICAL CROSS SECTION INFORMATION SEPARATE PERMIT REQUIRED FOR: /cal lectrical (lumbing I'as Piping City of Tukwila BUILDING DIVISION (ROOF MAY ALSO BE SLOPED OR ARCHED) FLOOR FRAMING INTEGRAL PERIMETER SUPPORTS (OUTRIGGERS) WHERE NEEDED STEEL TRAILER FRAME OPTIONAL NON- STRUCTURAL SKIRTING CORRECTIOf�9 f IO9Oz3 EXPIRES: /2,106110 FREivtvv L DATE: 6 /30 /io j REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2009 City of Tukwila BUILDING DIVISION 1 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. : IlAY 112009 PERMIT CENTER d 2 co O w O rn E t0 cn u. U -0 p O q Q_ - Date: 1/20/09 Scale: 1/4" = 1' -0" Sheet: 1 of 2 Title: NOTES 00 Fax: (503) 391-7306 Project No. 09002 4170, Salem, OR 97302 Copyright 2009 1 coC P op 114116 4hixki _ 4 RI i 1$11414 iNitgx IMi ll; pg PT VI I gIF Pp g. nix fi 1 411 ; I ij J WO 1 11 10 1 1 i X : ! it Job Number 12812 Sheet C1 er 6 0 ainP j J S. Pg pQ C 9. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251-8782 FM CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Approved _IR/ Dole D112/00 S . Nertlo,Iel Verlkoi NA IND 0 0 • 833 � m < ▪ OFR 30 O* < 13 0 rn vs 4 8E X8 1 a a g 0 0 g m I� 0 9 v gg Fr McCONKEY DEVELOPMENT CO, INC. 3006 NORTHUP WAY, SUITE 303 BELLEVUE, WA 98004 ATTN: FRED McCONKEY 1 /17/0 AA/ KEN I JON J REVISED PER CITY COMMENTS MID SITE REVISION Ro. Dote sr CR6 App,.. A ffl § F O 0 0 A o � rn CD c) rn N rn Z Z RevOien TItlo COVER SHEET TUKWILA MEDICA . 1011 1 1 1111111111111111M1P111110 da FlirnildIMIMPHM! l-ae:1 12Ld0DS V 281 \engineering\ 12812 -U M�1 n z DoIe/Time:6 /17/2006 1031 AM 5Yolen:i_ %RE _XRET_SREr z m )1, ALAJ ORTEZA ref • • *NI ZI2ali Sd p. i12812 —C .q. : 12812 -0.d+9 Al STAMP 211(36.d.q C -1 R ; “ . 2 2 2 2 2 2 9 2 2 2 2 9 9 9 11;111 0 0� W -D PRPRF/99222999999 1 SI � qz . W 1 t - 7-/n // 1 ? - ?Pilhf REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2009 City of Tukwila BUILDING DIVISION RECEIVED FEB 2 0 2009 PERMIT CENTER A ij rrt rn rn • 15215 72ND AVENUE SOUTH KENT, WA. 98032 (425)253-R22 (425)251-8782 FM CML. ENONEERING. LAND PLANMNG. SURvrnNG, triviRoNmtWIAL, SERviCVS DoliOned _ARE 0717//11 Cheereed _An APPIN•P-APT, Dl o Oi Kale \ 1 copinsoeino 17812-ON.O.9 Dolo/Thne8/1-7/2004 11:04- AM 5toie:1•-Cr s. • AlArQRTEZA 9... -:,...- 1 ) I 4;--,.,.f -- •--.:- .2..• ••, , ■ — ‘,--.• , a kb A 0 H, .- i , , ,....-1. , ; -1 's. • .„..-3, ',.,.., % -- F. ' ' --; -. I . --- .... • 1 - ' ,....-'`'''... .•:. - - 1.. N. • -c ...4 -. . 4.1.. ". „..,. ,,--,- - 'e ' I% , -- • - .1, re. • . .._.. - ...--„0 - - , . . .•••; . „ 2. - „.--; - , -;-'AA- - - - (i. • • - --- • - — ,....... • --:' } . ° , 1 F. • `le Ell. • , al 2 . g's T ' it. 1•120-2-S.4o9. r11812--1.dock 2121312 JIT SIMAP EAA36,0o5 • 1 For McCONKEY DEVELOPMENT CO., INC. 3Q06 NORTHUP WAY, SUFFE 303 BELLEVUE, WA 98004 ATTN: FRED McCONKEY • •• % _ 15. 6/17/01 AAL KEN eIGN No. We Ry CAN. APP A 4 TUKWILA MEDICA REMSED PER CITY COMMENTS AND SITE RE'NSION Revision GRADING, STORM DRAINAGE AND UTILITY PLAN TYPICAL COMPONENT SIZES • LA?IDINGS. 5 5'x6' OR Tx7'; CAN HE BOLTED TOGETHER FOR LARGER PLATFORMS • RAMPS: 4'. 8' OR 10' LONG x 48 WIDE; CAN BE BOLTED TOGETHER TO FORM A MAXIMUM 30' RAMP RUN • STAIRS: MA >. 7" RISE x 12 TREAD x 4C WIDE NOTE: WHERE DOOR CLEARANCE ALLOWS: STAIRS CAN BE ADDED TO ANY /ALL OF THE CONFIGURATIONS SHOWN BELOW. ❑ A TYPICAL SINGLE DOOR CONFIGURATION P.AMP LENGTH VARIES: MAX. 30' RUN ❑ C TYPICAL DOUBLE DOOR CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN L. E TYPICAL INTERMEDIATE LANDING CONFIGURATION _p. ❑ G CUSTOM CONFIGURATION SEE ATTACHED SHEET ALUMINUM MODULAR RAMP & STAIR SYSTEM CONFIGURATION OPTIONS LIB TYPICAL SINGLE DOOR CONFIGURATION NUMBER OF RISERS/TREADS VARIES ❑ D TYPICAL TWO - BUILDING COMMON LANDING CONFIGURATION RAMP LENGTH VARIES; MAX_ 30' RUN 1 14.I0I HONAL 44/JP OR 51 AIR I ❑ F TYPICAL SWITCHBACK CONFIGURATION RAMP LENGTH VARIES: MAX. 30' RUN RAMP LENGTH VARIES; MAX. 30' RUN 4 I4'„ 14' CON:.PETT PAD :P IL::, F PAT REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2009 City of Tukwila BUILDING DIVISION WELCOME RAMP SYSTEMS INC ALUMINUM MODULAR CONFIGURATION TEMPLATE RECEIVE!) FEB 2 0 2009 PERMIT CENTEF 2006 IBC COMPLIANT 1. ANSI A117.1 -2003 COMPLIANT 2. MAX. RAMP SLOPE = 1:12 3. MAX. CROSS SLOPE = 27. 4. MAX. STAIR RISE = 7' 5. 100 PSF LIVE LOAD 6. DOOR CLEARANCE PER ANSI 404.2.4.1 7. STANDARD 3 UNE RAIL FOR COMPONENTS 30' OR LESS, GRADE TO WALKING .SURFACE OF RAMP, LANDING OR STAIR 8. 42" VERTICAL PICKET GUARDRAIL FOR COMPONENTS OVER 30" 9. GRASPABLE CONTINUOUS HANDRAIL Al 36" 10. HANDRAILS TO EXTEND 12 HORIZONTALLY OVER WALKING SURFACE AND RETURN TO WALL OR RAIL COLUMN. 11. RAMP AND RAIUNGS TO HAVE CURBS WHICH 00 NOT ALLOW PASSAGE OF 4 SPHERE WHERE ORIGINAL POSmON OF SPHERE IS WITHIN e OF THE WALKING SURFACE 12. FOOTING INFORMATION: 2'x12 "x12 P.T. WOOD PAD REQUIRED UNDER ALL ADJUSTABLE LEGS EXCEPT AT THE "U" IN THE SWITCHBACK CONFIGURATION W'IE RE A 4'x16 "x16' CONCRETE PAD -OR- 16 - x 16 ' POLWULC_ PVC PAD IS REQUIRED (SEE CONFIGURATION • F') DATE: 10/25/2007 BY: CG /SK SHEET JOB NUMBER: RECEPTS TYPE AFF 15 " COLOR STD. DUPLEX - GROUNDED GFI Sip. DUPLEX - GROUNDED (1.6 GAL. PER FLUSH) WP WEATHER -PROOF DUPLEX - GROUNDED N/A NOTE U 240 V. RECEPT. (TOP OF RIM a 34" AFF) LIGHTING TYPE 1 FC EXT. DOOR (ION) 11v AD 1/PHOTOCELL (DORA 4300) RESTROOMS FAIT /LI•j -4T CJMBO (SOH - IOOCFM) ROD/SHELF PLAN RACK CEILING_,_ • 46" T'.BE /"LUORJPIFF/SURFACE MT. IL ITN(, :)11` "SB2-r12 ) 3411 LAMPS 50_ FXIT SIGN 1 1 J A BUBBLER 'ENERGY LITE I ./A BASE CABS FANS LOCATION TYPE CFM 0 RESTRX' vEIT TL Ih1E "V -2244 CEILING MT, 100 TYPF SIZE (1'A1VL ■TE C01. 'S/5) 36' 4 42' (1 5ET) TYPE 517E DESCRIPTION COLOR DESK TOP TANK N/A (1.6 GAL. PER FLUSH) SHELVING LAVY. SINK N/A NOTE U PLAN TABLE (TOP OF RIM a 34" AFF) N/A URINAL FILE CAB. (NOTE 21, N/A HGV1C ROD/SHELF PLAN RACK ___ - WA ___.___ SERV. SINK _ Iva COUNTERS BUBBLER N/A BASE CABS N/A N/A OVERHEADS WA R/R ACCFSS TYPF SIZE GRAR BARS 'S/5) 36' 4 42' (1 5ET) 1. MIRRORS STD. a LAVY O 38" AFF 18006 T.P. HOLDER SINGLE ROLL e 19" AFF W.C. PART N/A URINAL SCRN N/A TOWEL DISP. N/A FIXTURF TYPE VAI VE WTR. CLOS. STD. 18" (H /G) ELONGATED TANK RESTROOM (1.6 GAL. PER FLUSH) 3 LAVY. SINK SW. NALL HLNG LAVY NOTE U 4 (TOP OF RIM a 34" AFF) KRAFT FACED URINAL N/A (NOTE 21, TUB DRK. FTN. HGV1C 6 _ - - - __. _._.___ ` _� N/A -•• PRIvAGY SERV. SINK N/A BUBBLER N/A KIT. SINK N/A NO 1_ Tt.FROLIGHOUT 2 LOCATION M ATERIAL COLOR 1/4 PAII ELIIIG (NOTE I) VIHITE RESTROOM f /8 ' K Er LIT PER UBG 3 T-O' Ur IFAGED/V150UEEN EXT. WALLS 4 3.5" KRAFT FACED INT. WALLS B (NOTE 21, 3 HGV1C 6 st0•CD PRIvAGY ((TOTE "3) • LOCATION R -VALUE THICKNESS MATERIAL 11.0.2R CEILING R -19 6.0" KRAFT FACED R -22 T-O' Ur IFAGED/V150UEEN EXT. WALLS R -II 3.5" KRAFT FACED INT. WALLS WA (NOTE 21, 3 HGV1C 3c a c st0•CD PRIvAGY NO. LOCATION TYPE MFG. STYLE COLOR 1 OFFICES I/8" TILE MAI.1NIN6. STD. MOTE 1) 2 RESTROOM LINO CONGO. STD (NOTE 21, 3 HGV1C 3c a c st0•CD PRIvAGY ((TOTE "3) • 4 5 LOC TYPE SIZE FRAME LOCKSET OTHER 1 Hbt. 3° 6 6 , :-L 1 - 11-1 . KEYED IIIOTE "0 2 HCI,L 3°6 F MOOD PASSAGE (11OTE =2) 3 HGV1C 3c a c st0•CD PRIvAGY ((TOTE "3) • 4 JOB NO. c 1830 1 - a&305 FLOORS 12 X 56 TOTAL SIZE 12 X 56 TYPE • OFFICE TOTAL SO. FT. 6 OWNER HILLIAI45 /SCOTSMAN LOCATION SEATTLE NASH. REP. MIKE O'BRIEII PHONE N0, (425) 349 - 3932 BUILDING OCCUPANT * STOCK OFFICE CITY _ COUNTY — _ STATE ID.v .OR INSPECTED BY: IDAHO BUILDING CLASSIFICATION: OCCUPANCY GROUP - -6 TYPE OF CONST.. - OCCUPANCY LOAD 100 SQ. FT. PER PERSON = 6 ROOF LOAD: DEAD B UVE 30 WINO 90 MPH /EXP. B FLOOR LOAD 50 PSF /SEISMIC ZONE 3 TEMP DIFF - WINTER 60 DEG SUMMER _ 2O DEG NOTES: FOUNDATION: 0 BY OTHERS ❑ CONCRETE 0 CONC. BLK. TRANSPORTING CHASSIS TYPE OCROSSMEMBER /OUTRIGGER 0 PERIMETER ❑SKID MAIN LONGITUDINAL MEMBER to" I -BEAM CROSSMEMBERS -- 014 ❑ GAGE EACH 00 960 0.C. OUTRIGGERS -- 013 0 GAGE EACH 00 9615 O.C. RUNNING GEAR - -TYPE 0 OVERSLUNG 0 UNDERSLUNG TIRES 08 PLY ❑ 10 PLY °12 PLY BRAKE SYSTEM 12 VOLT ELECTRIC _ NUM. OF AXLES, BRAKE 3 IDLERS HITCH MEMBERS - -TYPE 0 STD. BALL ❑ 0 FIXED 0 DETACHABLE PAINTING -- ALL MEMBERS TO BE COMPLETELY COATED WITH ANTI -RUST PAINT NOTES: (1) PROVIDE NFN TIRES (800 T 14 5) FLOOR CONSTRUCTION W000 JOISTS W/ NOM, 2x8 EACH 0 016 "0 O.C. RIM SPUCE AND BRIDGING >N NOM. 2/8 LUMBER GRADE "2 DF/t. SUBFLOORING MATERIAL 5/8" TL& DECKING UNDER SHEATHING- 1 FLEX - NOTES: FINISHED FLOORING NOTES: (1) TILE COLOR •121 HARM BEIGE (2) LINO COLOR: GONGC-LEUI-I "9092 MOULDINGS WALLS BATTEN A5 REO TO MATCH PADIELIr1G CEILING MOL')LE.< SPLINES STD. BASE 1 1/4 PREFIFUSHED 4"IOOD RESTRM BASE 6 " - .'llfYL BASE IN/TOE (MOTE 1) DOORS STD. Moor WINDOWS STANDARD NOTES: (1) VINYL BASE COLOR, FIERCER "20 GREY GENERAL BUILDING DESCRIPTION AND MATERIAL SPECIFICATIONS INTERIOR WALL FINISH NOTES: (I) PAIJELI1IG GOLCR: V1.5•. ?/Iud BIRCH EXTERIOR WALL CONSTRUCTION W000 STUDS , W/ NOM. 2x4 _ •_• _._ 0 0 16" 0 TOP & BTM PLATES. SPLICES & BLKG W/ NOM._ 22,<4 LUMBER GRADE SFr STD PF 5717' . BTR PL _- EXTERIOR SUBSHEATHING 3%6' 5?i6 6 €NDwALLS 0 1.1LY� - EXTERIOR SIDING 1/2" HA SIDING ( 8 _GROG' / (NOTE 1) EXTERIOR TRIM 1V. HARDBOARD COLORS -- SIDING SHERHIN VIIILLiAMS-'5492104 SILVERPOINT TRIM SHERNIN NILLIAMS- "5116580 DARK GREEN MATCHING SKIRTING -SIZE N/A AMT. WA COLOR_N /A ___ INTERIOR SUBSHEATHING WA. CEIUNG HEIGHT 0 7' -6" 0 NOTES:(U ENDNALLS: BLOCK ALL EDGES - FASTEN 3/8" OSB /C -..-. N/(15GA)I 3/4 N.G. STAPLES ®4" a 12" O/G FASTEN SIDING (4/(8d) a 4" 4 8" 0/C SIDENALLS: FASTEN SIDING 11/(8d) @ 4" a 8" 0/C (Z) HEADERS: 36" SPAN USE (2) 2.4 19V1 /2" PLYHD. FILLER 46" SPAN USE (2) 2.6 VI /I /2" PLYVID. FILLER () CHORD SPLICES: USE ( 13 ) 12,1 r1AIL.5_EA SIDE QF SPLICE (4) DOUBLE TOP PLATE (5) ENDVALLS ONLY: INSTALL (2 EA :SIMPSON n5T18 e HVAG DOUBLE KINGSTUDS 4 (2 EA)e EACH CORNERS OF ENDNALLS INTERIOR WALL CONSTRUCTION FRAMING LUMBER GRADE SPF STUD.' SPF STD t BTR PL PARTITION WALLS W NOM. 2x4 O 0 16" O.C, SHEAR WALLS W/ NOM. 11/.A 0 ❑ 16" O.C. PLUMBING WALLS W/ NOM. 2x4 0 0 24" O_C SUBSHEATHING WA NOTES: ROOF CONSTRUCTION 11/9 "HEEL (30" LIVE LOAD) FRAMING W/ NOM. MFG. BON TRUSS A_®16"_O _ - O.C. - LONGITUDINAL BEAMS 2" 10" Rii+RAIL SUBSHEATHING 3/8" 0513 (NOTE 1) -_- ROOFING MAT. (30 GA.) &ALV. STEEL CEILING MATERIAL I/2" MODULE. EAVES -- ENDS 11 /A SIDES N/A CUTTERS & DOWNSPOUTS MINT •GUTTER,C " /ER DOORS ROOF VENTS 12" DIA. - 3 EA- NOTES: (U BLOCK EDGES (0' -0" e EACH END, FASTEN 3/8" OSB N/(15goJ 1 -3/4' N.C. STAPLES @ 6" O/C - BUILDING PERIMETER 6 6' O/C - PANEL EDGES • 17 OK. - PANEL FIELD INSULATION • NOTES DOOR SCHEDULE NOTES: (II 5. T Pi .. F'S :;.;: =A) 000R Hi ALUr1. FRAME 11.185 ..__........ . STAI.D%-RL'' _F CHA-III _ LCCKSET.' 5'_ KEYED LEVER H/SGHLAGE GLYIK /A) STD VIFATHFR.TR-.PFII,•=- THRFSHOI D DOOR F10TTOM (2) INT. DOOR "2 -5' PRE- FUIISHED SANTA -FE OAK HINGES: STD H. -C - -E2 4 - • •:" L A TCHSET: : •F �3, •_ 1 1: •. LEVER PASSAGE SET STD. NALL STOP (3) INT. DC•C'R "3 =i8" PRE - FINISHED SANTA -FE OAK HiN■E5• STD (4-.14 4' - LCCKSET. ;4FG- "D. LEER PRIVACY SET P1 OCCUPPIE ' dlrI':ATOR TITO THRU -BOLT) 5T17 NALL 5 ^P (4) 6. T. DOORS: COL- R• "51121) SIL` /ERPOINT • WINDOW SCHEDULE °;:'D, -OC- 2 TYPE H.S. SIZE 3' FRAME • /INYL CLASS I.ON E OTHER BRONZE GLASS IN/SCREEN DRAPES/BUNDS- -STYLE II % A COLOR -- LOCATION NOTES: (1) MCtn IT ALL VIINDOVIS of b' -0" TO TOP (2) ( 1111117,'11 10 66 SAFETY GLAZED ELECTRICAL' TOTAL LOAD 120/240V IC's' AMP I PHASE -M.B. 100 AMP PANEL: Ex T. SJR.F E 1 .17 BREAKERS: .9-TAP ON TYPE SERVICE 0UNDERGROUND ❑ OVERHEAD WIRING CI COPPER NONMETALLIC SHEATHED CABLE JICOPPER THHN WIRE IN Tl FLEX 9 EMT COND. n rnun ur rAm c SMOKE DETECTORS - -TYPE 11 /A NOTES: (1) PHOt1E ROUGH -II1 L'ITL PP-Ov1DE J -80; I1/1/2" CONDUIT TO BELOVI FLOOR ONLY 19/STD. COVER PLATE (2) WRIT* TO EE /1 ROU E_' (3) PROVIDE HEAT '. - PF- OUTLET UNDER RESTROOM (4) SERVICE TO BE L"IDERGRCUIID (5) SEE SHT, "2 FOR ADDITIONAL INFORMATION HEATING AND A/C ;CARD "11)1301 -AI0) TYPE ELE:TRI HIT. "•'t -LL 1:5?UIIT HEAT PUMP RATING - HEATING _ r..0 10 I(W 1395 CFM EACH COOUNG :C _' C BTUH 2.5 TON 0 .00 CESP THERMOSTAT TYPEI' eHITE ROGERS "8403 -034 PR T•ETAT $ 48 AFF 41 ' �'1 1• RFTURN a 1 NOTES ((1 '4- 14 - R..= , 7,■-ILLE 0 FRONT OFFIf APPLIANCES APPLIANCE INSTA HOT TYPF EEM.AX "5P3512 (ELECT.) SIZE NOTES: PLUMBING HANDICAPPED DESIGN - 0 REQUIRED 0 NOT REQUIRED DRAIN LINE MTR. AB', SUPPLY LINE MTR. TYPE M GU NOTES: (1) LAVY FAUCET, MOE11 4696 LEVER HANDLE (2) PROVIDE_ R.N. FLUSH_TA_NKS _ W (3) SEE SHT 'i2 -_ -• - FURNISHINGS NOTES: MISCELLANEOUS (1) IDAHO, HASH /GOLD). OREGON(GOLD) TAGS SUBMITTALS BEING USED 0 YES ® NO IEWED FOR ERMIT GENTEF E COMPLIANCt APPROVED MAY z u ZUU9 City of Tukwila BUILDING DIVISION RECEIVED fEB 2 0 2009 0 5 0 m 3 0 a a J co a VOLTAGE 120/240 . E.TERIOR LOCATION PHASE 1 HIRE 4 100 AMP MAIN BREAKER POWER PANEL MS AMPS 100 AMP M. I.T0MT7NG SURFACE MT. w �i WATTS HIRE 512E BREAKER " HO. 8156 (.OMEC71pN clRcT N0. BREAKER MERE SE SIZE WATTS DESCRIPTION N AMP A 5 A B AMP POLE HEATH/MP 1 5000 4 -4 -8 • BO 2 1 .-- - - - __ 1 1 20 12.2 370 1 LIGHTING 4 1 20 17 -2 1080 5 RECEPTS IEATMR-P 5000 4 -4 -8 30 2 3 6 I 20 17 -2 1,080 4 RECEPTS 516N REC. 1 1200 12-2 20 1 5 8 INSTA •HOT 3.500 3 -2 40 ■ 1 10 9 12 u 14 13 16 15 16 11 20 19 TOTALS 6700 8500 1,400 1030 TOTALS HA7TSI 9/ A 9 8.100 BUS B ° . 9,580 TOTAL • 11300 WATTS • It C.L. x 258 • 200) ■8 I4ATT5 • 240 VOLTS . 16 Aw (FANS • MOTORS • 7991 3 3/4" 1-V5 46 "x39" SAFETY GLAZED DED. 5 613 CUTLET P• 1V-4 3/4' • H/5 46 "x34" 46'-8 W' 1 143' -4 VY O 1 18 x36 MIRROR 638' AFF r Eh F TILE 5f -1 7/7 2 MT. LAVY 0 34' AFF TO RIM INSTA -HOT 36' GRAB BAR 41' -3 1/7 • LEGEND Sc NOTES * p�� 1 LJN0 4 R.H. FLUSH 42' GRAB BAR 1 X 4' - 2 TUBE SURFACE MT. FLOURESCENT DIFFUSED (LITHONIA •513240A) 341-4 LAMPS • (IOW) INGAD. EXT. LITE IN /PHOTOCELL (DURA •300) �T STD. SINGLE POLE SWITCH 0 43' AFF t3 3 -11AY SWITCH 0 46" AFF VD DUPLEX RECEPT. 6 15" AFF UNLESS NOTED OTHERWISE WPX HEATHER PROOF DUPLEX RECEPT. V � COMENNATION CEILING FAN 71/DAMPER VENTED THRU ROOF / INCADESCENT LIGHT 4V (160 WATT BULB ® WALL MT. T- STAT(48' AFF)VIHITE ROVERS .3403 -034 PROGRAMABLE /1 DAY . N1/ AUTO SETBACK PHONE ROUGH -IN ONLY: 450 80X W/1 /2 - GOI1DUIT STUB BELOW FLOOR W /IG COVER PLATE ©15" A.F.F. 1004 240V 10 MAIN BREAKER POWER PANEL IO "sIO' SERVICE AIR DIFFUSER /CEILING (W/ ADJ. 4 -1 • H/5 46 PVT OUTLET UNDER FLOOR 3 /4' 36_-9 -4 1/T H/5 46'4 11 14`33/' H/5 d6 "434" "> a 3/4' O� U REF. 34' - 7 3/4' 34' - O" 22' -1 3/4 O FFIC E TILE ELEGTRIGAL $ HVAG PLAN SCALE I/4' =1' -0" H/S 46"x34 FLOOR PLAN SCALE 1/4' =1' -0' MOUNT WINDOWS 6 6' -0" TO TOP 22.9 3/4' DED. 5 SIGN OUTLET RUC SYSTEM NOTE: (I) AIR SUPPLY DIFFUSERS SHALL BE PROVIDED WITH DAMPERS PER WSEC 1412.1 16 14' -0' OFFICE TILE 14'x14' R/A GRILLE 0 6 DONN FROP1 CEILING H/S 447 3:7 440 3/4 100,0 /24CV 511•GLE PHASE POWER PANEL NO rES: ALL WA STE MAN /FOL /7//VG r0 BE PROV IDED AS SH /P LOOSE. /N57ALLEO ON SITE BY OTHERS. WAS rE MAN/FOLD COLD WATER LINES HOT WA TER LINES TOTAL SERVICE FIXTURE (/N/ T5. 7 UNITS (30 to 45 P5/ 1 60' Deve/ope0 length) TOTAL ORAIN FIXTURE 67//75: .c UN /r5 (Sizing per Table 7-.5 or '97 UPC) 111 • 111 III • 11) P 4 INSTA-140T 7 a fC 39 -4" 16'x8' 5/A DUCT 2 FIBERGLASS 111 _"_' .. 3 11 6 PHOTOCELL P 184 20'x8' S/A DUCT FIBERGLASS 10'x10' S/A D1FF TYP OF 8 4 P 30 8/A GRILLE 2 1/2 TON/ 10K19 COLD HOT NOTE, PRO` /IDE 4" GA. BONDING STRAP 8801.1 FRAME TO ROOF 100 AMP PANEL I /2" CONDUIT 19/ (31 •3 THHN CU (U.6 THFR! CU GR01.0 N0 TO MAIN PANEL 71.1.9. WATER WATER I LINE PANEL DIAGRAM 475 GOLD LAVY ELEVATION A990.4•09 HA a.KTYRERS 9EFT9ENCE OK• . GROUND BAR HOT LAVY Y I /2" 3/4" SERVICE INLET VV 3/4" SERVICE GATE VALVE W T E 5 { •6 COPPER WIRE GROUND TO 1 -BEAM SERVICE WATER v WG- 12 . I /2' 1 b 5 Ir N Q N O 0 CC IN J O W 0 0 a ✓ ir_ 0 N z 0 O 3 VI z 0 0 Y a Q REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2009 City of Tukwila BUILDING DIVISION I RECEIVED FEB 2 0 2009 PERMIT CENTEF 12/11/2008 10:08:09 AM, kdaniels AUGUST 20, 1998 • 4 DEL PLATE 2" HARDBD SIDING- 8 S&L RAIL • S 4 5GL PLATE R -I4 KRAFT FACE01N5UL 21 -I/4' 6 -22 U+FA_EO II•p_ 1-✓ , ISOUEEII 1, 4• PAIELIN6 vY N'70U. 6 -11 KRAFT FACED jA41NDOIN HEADER DETAIL NTS WEST ELEVATION SCALE 1/4' =I -0' 2 • 8 0 16' O.G. ( DF/L) MOBILE FLEx K 10 I -BEAM RR -1/2" II' -10' VENTILATION SPACE R -1 rot. INSVL I" FIBERGLASS 5!A CII ( (R-l) DUCT 11/ (IAA, .5 /APCR BARRIER) 5/8' T16 08.61IG of BUILDING SECTION SCALE I/2"4 -0' IIIIIIII DOOR HEADER DETAIL NT5 }O 54. 09 STEEL 3/8" 058 14F6. 60. TRU55 0 16' O.G. 21 -I/4' 12' DNA. ROOF 3 171?. 3 EA EA) 2 - - . TC • i6' OC. 1) 081. FLOOR JOISTS AT ENDS, FASTEN IN/ (3) 10(2 1/41 • 24' OL. 80TH SIDES W/ADHESI'4E 21 FLOOR RAIL TO FLOOR .10151: FASTEII 1115)120 3) DEC KIN6 TO J0151-PERIt4ETER• FASTEN BLDG. PERI1IETER 1 PANEL ED6E5 14/(10)TW15T NAILS O 6 °L./FASTEN PANEL FIELD /1R166A)2" N.C. STAPLES 0 8" G.C. 4) SIDEWAIL TO FLOOR, FASTEN 441R120) 0 0" O.G. INSTALL 1$ - x14 - (306A)6ALV. STRAPS • ALL KINGSIUDS N EVERT OTTER 16' STUD- FASTEN W/(16GA)1 111-. STAPLES 0(6EA)IN 1ULLSTUD/ (IEA)IN 6OTTOFI PLATE46EA)IN FLOOR RAIL 5) ENDWALL TO FLOOR, FASTEN 11(120) • 6" 0L. INSTALL 15 "x14" (306A)6ALV. STRAPS 0 ALL KINGS1805 1 EACH lb' STUD- FASTEN 1 KC. STAPLES • 864.1(4 WALLSTW/ (IEA.141 BOTT01.1 PLATE/(6EA)1N FLOOR RAIL 6) ENDWALL TO SIDEWALL: FASTEN 11/420) 0 6' 0.0 I (5EA/120 0 TOPPLATE OVERLAP I40/STRAP 1) ROOF TO SIDEWALL. TOEI14.11- RIMRAIL 101201 0 4' O.C. *11141 f TUDr I EVERY OTHER 16' STUD-FASTEN 1 WL. STAPLES 0(324.)111 6114•2AIL/ (12A)1N WALL TOPPLATER3EA)1N WALL STUD 8) 91221IALL PLATE TO STUD. FASTEN 1442EA)120 NAILS 2.10 61MRAIt DBL TOP PLATE CHORD SPLICE 1115 PASTENER SC HEDULE 4' HARDBD. TRIM USE ((3) (20 AT EACH SIDE OF SPLICE 3/8" SHEATHING DIAH8AG-M W/?i.00KED E05E5 FOR IO'- O" ON EA. END FASTEN vv115 3:4 N.C. 5(.1E5 o b' OL • BLDG FERIF¢TER- o b PANEL EDGES 0 12" w THE FIELD 5/8" 116 DELKIN6 2x4, 5TUDS 0 16'0.0. 2,48 RAIL 204 BOTTOM PLATE CONNECTION DETAIL • NOTE) PROVIDE 4- HARD8RD. BOT101 TRIM W 4' HARD80. TRIM O 130110.. MND�'f DOORS R5 6• HARDBD. TRIM • TOP OIQT Q I 1 I_ N U2" HARDBOARD 510(116 SOUTH ELEVATION SCALE V4•.r -O N15 REVIEWED F` „�:K STRAPS (7 OPENING CODE COMPLIANCE APPROVED Tukwila 6' HARD8D. TRH. 1446. BOY: TRUSS :6' OL 51DE1'IALLS. FASTEN 1/2” HARDBOARD SIDING W /80 • •• 0 8 O•G ENDWALLS, 3/0" 098 - FASTEN 144R15g0J 3/4' N.C. STAPLES 0 4' ( 17' 0/0. FASTEN 51DIN6 17(80) O 4 0 0' 0/0 RECEIVED fEB 2 0 2009 PERMIT CENTEF 0 nct co 0 co CO (h N O 07 Z 0 o_ w Q Z (O N 0 0 0 0 0: w 0 0 0 1- m Z 01 O J a- m 19 to c Y 3- 0 .O 0 N UNIT WIDTH (FT) UNIT LENGTH (FT) PIERS TIEDOWNS MAX. SPACING TOTAL EACH FRAME RAIL PERPENDICULAR TO UNIT, EACH DIR. PARALLEL TO UNIT, EACH DIR. TOTAL 12 29 4' -6" 7 3 2 10 12 32 4' - 6" 8 3 2 10 12 40 4' -6" 10 4 2 12 12 42 4' - 6" 10 4 2 12 12 44 4' - 6" 11 4 2 12 12 56 4' - 6" 13 5 2 14 12 60 4' - 6" 14 6 2 16 1' -6" 1/8" = 1' - 0" LENGTH PER TABLE 1/2" = 1' - 0" FRAME RAIL (1 -BEAM) PIER, TYPICAL TIEDOWN MARK, TYP FOR PARALLEL TO UNIT. MAY BE INSTALLED ANYWHERE ALONG LENGTH. SHOWN HERE WITH TWO STRAPS FOR ONE SOIL ANCHOR. TIEDOWN MARK, TYP, FOR PERPENDICULAR TO UNIT. LOCATIONS OF TIEDOWNS ARE APPROXIMATE; SPACE SYMMETRICALLY ABOUT CENTER OF LENGTH. MAY BE SPACED EVENLY OR CLUSTERED NEAR ENDS. PIER AND TIEDOWN CHART, FOR UNITS 12 FT WIDE HIGHLY COMPETENT BEARING SURFACES, INCLUDING 4" COMPACTED GRAVEL, ASPHALT, OR CONCRETE MAY HAVE SPACING INCREASED 50% (APPROX. 1/3 LESS PIERS). FOUNDATION -12 FT WIDE FLOOR SPACE 11 STEEL TRAILER FRAME /A `430 TO 50° MAX MFRD GALV. STEEL STRAP. STRAP SHALL WRAP AROUND BEAM WITH INTEGRAL BUCKLE, AT BTM AS SHOWN, WITHIN 12" OF STEEL CROSSMEMBER. STRAP MAY ALSO LOOP AROUND BEAM WITH BOTH ENDS FASTENED TO SOIL ANCHOR. STRAP IS PERMITTED TO FASTEN AT TOP OF BEAM AT ALL LOCATIONS. SOIL ANCHOR PER MFR TIEDOWN - PERPENDICULAR TO FRAME 0 CC II: FOUNDATION PIER 1/2" = 1' -0" FLOOR SPACE FLOOR SPACE STEEL TRAILER FRAME PIER OPTIONS: - MFRD STEEL PIER (SHOWN), OR - 16 x 16 x 8 CMU PER NOTES STEEL TRAILER FRAME I -BEAM TIEDOWN - PARALLEL TO FRAME 1/2" = 1' -0" CAP OPTIONS: - FOR STEEL PIER: MFRD STEEL SADDLE (SHOWN) OR BEAM CLAMP, OR - FORCMUPIER: 2x8x16 "WOOD OR 4 x 8 x 16" PRECAST CAP, WITH WOOD SHIMS) PAD OPTIONS: - 2 x 12 x 24" PT (SHOWN), EITHER DIRECTION, OR - 16 x 16 x 4 PRECAST CONCRETE, OR - 16 x 16 APPROVED COMPOSITE PAD. NONE REQ'D ON SOUND CONCRETE SURFACE. MFRD GALV. STEEL STRAP. STRAP SHALL CONNECT TO BEAM WITH APPROVED CLAMP, OR WRAP AROUND APPROPRIATE CROSS- MEMBER (SUCH AS HITCH BEAM). ORIENTATION OF TIEDOWN (IN PLANVIEW) SHOULD BE WITHIN 15 DEG. OF PARALLEL SOIL ANCHOR PER MFR. NOTE: ONE ANCHOR CAN BE EMPLOYED FOR TWO STRAPS IN OPPOSITE DIRECTIONS (2ND STRAP SHOWN DASHED) EXPIRES:12,106110 REIVtw L DATE: 6/30/1D I REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2009 City of Tukwila BUILDING DIVISION RECEIVED MAY 11 2009 PERMIT CENTER Sheet: Title: Date: 1/20/09 Scale: As indicated w o co 1 — N ca O 12 rn E � _ � o I— § m O cb O Q co 0 0_ J 12 FT -2of2 FOUNDATION 03 0 loom 8„ Tim< zoo* ®1O 000 m M N..1 /To p O p < CD I EXPIRES: 7/17/07 J MINUTE MAN ANCHORS, INC. 305 WEST KING S DESIGN LOADS: • WIND • SOIL BEARING • TIE DOWN STRAP • SEISMIC ZONE EAST FLATROCK, NC 28726 PH: (800) 438.7277 ENGINEERED TIE DOWN SYSTEM DESIGN & GENERAL NOTES 15 PSF (70 MPH EXPOSURE "C ") -- - '1000 PSF — 3150# WORKING LOAD 4 TIE i)OWN STRAPS TO SE MIN. 1 1/4" WIDE x 0.035 THICKNESS ZINC PLATED AND MEET ASTM D- 395391 • EARTH AUGERS 2962# MIN. (TESTED TO 4750# MIN.) • CROSS DRIVES 1727 # (CALCULATED) • CONCRETE SLAB ANCHORS 1390# (CALCULATED) GENERAL NOTES: 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 TRANSPORTABLE SECTION OF THE MANUFACTURED HOME AND CAN BE ANY - OF THETYPES'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 - GROSS 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 "I" 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 OF CHASSIS BEAM AXIS AS SHOWN. � ry I N 1691/1N. 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 LONGITUDINAL OR TRANSVERSE DIRECTION CAN BE • BOLTED TO THE HITCH ATTACHMENT PLATE THAT'IS WELDED TO THE CHASSIS BEAM. N E ✓ OREGON ' r 1 . 14, . DA 1, 0 c7 W AVID A. DAHMEN No. 3913 TE \S ENG NEER A PROVAL G '2 FOR - • � • PACIFIC CONSULTING ENGINEERS 2150 BELL AVE. SUITE 145 SACRAMENTO, CALIFORNIA 95838 H:(916).564 -6028 2: rrl S ATE APPROVAL ENGINEERED TIEDOWN SYSTEM APPROVED ' SUBJECT TO CORRECTIONS NOTED Approval does not authorize Or approve any omteslon or on� requirements of applicable State lea and State of California Department of Housing and Community Development DMSI N OF C • DES AND STANDARDS By .0,/. :i ..c... Date SPA NO—.2Ea_/ /9 _ ATMs Plan Approval Expires a 07 • x! 77 • w o 0 5 4 = 21 4 ° re l .< Z o . N Zp C7 c ° ® m to [ °o r A,, ® 0 w 033 z m EARTH AUGERS ANCHOR END 11E DOWNS SEE CHART . SINGLE WIDE CHASSIS BEAM S . �OLT ON 10 TO 60 PIER TOP END TIE DOWN INSTALLATION INSTRUCTIONS FIRST CHECK FOR UNDERGROUND UTILITY LOCATION: • C7nu A o A I .in_.cno L�L.L! I I L.,r . 1 1 1 ■J L. I 1. SEE DETAIL THIS BOOKLET FOR INSTALLATION INSTRUCTIONS. 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 -SD2 STABILZER PLATE, OR PLACE 12 "x12 "x12" DEEP CONCRETE. - CONCRETE SLAB ANCHORS - 1. CONCRETE SLAB TO BE MINIMUM 3 1/2" THICK AND IN GOOD CONDITION. 2,- MINIMUM- SLAB- AAREA- REQUIRED -FOR SAGHANCHOR IS 28- SQ- FEE-T. 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 SPLIT NUT, CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG. TIE DOWN LOCATIONS END TIE DOWNS SEE CHART DOUBLE WIDE END 11E DOWNS SEE CHART TRIPLE WIDE EARTH AUGERS MAX. LENGTH OF MFG'D HOME MAX. NO. OF BIDE TIE DOWNS 36' 54' 72' 4 CROSS DRIVE ANCHORS MAX. LENGTH OF' MFG'D HOME MAX. NO. OF SIDE TIE DOWNS 32' 42' 4 5 • 6 62' 73' CONCRETE SLAB ANCHORS MAX. LENGTH OF MFG'D HOME MAX. NO.OF•SIDE TIE DOWNS 34' 4 42' 5 50' 59' 7 68' 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 1't 1--• 1 S" MIN. USTED BMAN PRODUCTS TRI STATE TESTING SERVICES, INC 5101 WLFONG ROAD MEMPHIS, TN. 38134 LISTING NUMBER MM IS-01 TIE DOWN SYSTEM TO BE IDENTIFIED BY A STICKER PLACED ON THE STEEL STRAPS MM.32 OR MMA-71 - STICKER TO CONTAIN THE FOLLOWING. MINIUTE MAN PRODUCTS ETS-11 B TRI STATE TESTING SERVICE, INC .LISTING NO. MM IS-01 NOTE: TIE DOWN STRAPS AT THE CHASSIS BEAM ENDS (END TIE DOWNS) CAN BE ATTACHED TO A CHASSIS SUPPORT PIER WITH A PIER BOLT ON TOP. (SEE SKETCH ABOVE). A()G` it + W 0 a 0„ G° n c �. 33 o* C7 CI o < -u® m g 2-- 705 SP :T & NUT "I "BEAM SHOWN, SE "C" &'RFC "CHASSIS FOR END TIE DOWN CONNECTIONS -- \,.. MMA34 FRAME TIE, 10' SIDE TIE 'DOWN 'e. 1TC4536; EZDFV& MMA34 DRILL91Te . AT MID HEIGHT OF EARTH AUGER TIE DOWN B EAM, ]oi ' ��' i Iii!_ io.: 0 ., STEEL STROP . SEE"I "BEAM CHASSIS FOR' TIE DOWN ANCHOR ' "C" BEAM CHASSIS nrg— C HASSIS C RFC"CHASSIS FOR eld E END TIE DOWN CONNECTIONS CO 17002 I ` % MMA34 FRAME TIE I NEL STRAP CONCRETE TIE DOWN STRAP W/ BUCKLE 1B" MMA34 FRAME TIE STABIUZER PLATE T" BEAM' SHOWN. SEE C "& RFC "CHASSIS FOR END TIE DOWN CONNECTIONS DRILL 9/18" HOLE AT MID HEIGHT OF BEAM, INSTALL 1/2" A307 BOLT. STEEL STRAP SErrBEAM CHASSIS FOR TIE DOWN ANCHOR "RFC" BEAM CHASSIS INSTALLATION INSTRUCTIONS 1 THE DRIVE MACHINE IS STARTED AND THE ANCHOR IS TURNED INTO THE TO 'POINT "VIO-IERE THE TOP" (STABIUZER HEAD PLATE) IS FLUSH OR SLIGHTLY BELOW GROUND LEVEL. THIS INSURES THAT THE E -Z ANCHOR 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 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 E -Z ANCHOR INSTALLATION. CROSS DRIVE TIE DOWN .SIDE TIE. DOWN �6. ''q, GROUND LINE EARTH AUGER TIE DOWN SPLIT BOLT & NUT SIDE TIE DOWN CROSS DRIVE W/ STABILIZER 0 PLATE DETAIL ,-' ,. < l•'I) t• . 1 . 1 A I /1 /1`1 MMASD2 STABILIZER PLATE STABILIZATION PLATE WELDED .TO. . __ _ . _ ._ ROD GUIDE & STRAP HEAD AZTEX ANCHOR MMA -35 CROSS DRIVE ANCHOR CROSS DRIVE ANCHOR W/ 3/4 "0x32" RODS W/ 23/32 "0x33" RODS as MMA- 210JDH MMA- 210PDH STABILIZER CAP .. BOLT & NUT MMA -18 CONCRETE SLAB ANCHOR USE OUTSIDE HOLES FOR .�a - 4 FCANGES MMA 6 3/4 DH 4430 NU 3/4 MM 32 STEEL STRAP W /BUCKEL MMA -71 STEEL STRAP W /CORNER TIE MMA -34 BOTTOM PLATE BOTTOM PLATE MMA -34 LONGITUDINAL FRAME TIE AND CLAMP (FOR WIND ZONE 1) CHASSIS BEAM USE INSIDE HOLES FOR 2' - 3" FLANGES 4- Y x 0/ GRADE 6 MACHINE BOLTS 8 - HIGH STRENGTH WASHERS MMA 71 CORNER 71E iv/STRAP & RADIUS CLIP' CONNECTED ONLY TO BOLT NEAREST TO ANCHOR MMA -92 3/4 DIA MMA -94 3/4 DIA MMA -650 3/4 DIA 4430 DH 3/4 DIA 32 "AUGER ANCHOR 36 "AUGER ANCHOR 50 "AUGER ANCHOR 30" AUGER ANCHOR TOP PLATE �! Nr UJ IvV Q a