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HomeMy WebLinkAboutPermit D11-008 - QUALITY SEW & VACUUM - STORAGE RACKSQUALITY SEW & VACUUM 1205 ANDOVER PK W Di 1-008 Parcel No.: Address: Suite No: Project Name: City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone : 206-431-3670 Fax: 206 - 431 -3665 Web site: http:/lwww.ci.tukwila.wa.us 3523049092 1205 ANDOVER PK W TUKW QUALITY SEW & VACUUM DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D11-008 01/27/2011 07/26/2011 Owner: Name: Address: WACO ENTERPRISE PO BOX 88216 , TUKWILA WA 98138 Contact Person: Name: RICHARD CHAFFEE Address: 8531 S 222 ST , KENT WA 98031 Contractor: Name: APPLIED HANDLING NW INC Address: 24217 138 AV SE , KENT, WA 98046 Contractor License No: APPLIHNO33JT Phone: 206 -714 -9314 Phone: 253 - 395 -8500 Expiration Date: 05/09/2012 . DESCRIPTION OF WORK: INSTALL PALLET RACK IN EXISTING BUILDING Value of Construction: $0.00 Type of Fire Protection: SPRINKLERS Type of Construction: III -B Fees Collected: International Building Code Edition: Occupancy per IBC: $243.92 2009 0019 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Volumes: Cut 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Private: Profit: N Private: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: doc: IBC -7/10 D11 -008 Printed: 01 -27 -2011 Permit Center Authorized Signature: • ,Alta Date: • I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will • : •mp i -d with, whether specified herein or not. The granting permit does construction or the peFformanc to this permit. Signature: Print Name: t pres w• e authority to violate or cancel the provisions of any other state or local laws regulating thorized to sign and obtain this development permit and agree to the conditions attached 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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: When special inspection is required, either the owner or the registered design professional m responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: 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. 7: ** *FIRE DEPARTMENT CONDITIONS * ** 8: Clearance between ignition sources, such as light fixtures, heaters and flame - producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 9: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 10: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 11: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. doc: IBC -7/10 011 -008 Printed: 01 -27 -2011 12: The total number of fire extinguishers r red for an ordinary hazard occupancy with A fire hazards is calculated at one extinguisher for each 1,50. ft. of area. The extinguisher(s) should be o "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 13: 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 m 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) 14: 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11 -008 Printed: 01 -27 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. \i Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. ooh (For office use only) 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 LOCATION' Site Address: Tenant Name: Property Owners Name: 60.42C.O �A) Mailing Address: King Co Assessor's Tax No.:JC-2— 3 li ?'� 1205 ANDOVER PARK WEST QUALITY SEWING AND VACUUM Suite Number: New Tenant: Floor: m Yes El ..No City State Zip CONTACT PERSON - who do we contact when your permit i eddy to be issued Name: RICHARD CHAFFEE Mailing Address: 8531 S 222ND ST E -Mail Address: RICHC @APPLIEDNW.COM Day Telephone: KENT City State Fax Number: (253) 395 -8585 (206) 714 -9314 98031 Zip GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: APPLIED HANDLING NW inc Mailing Address: 8531 S 222ND ST Contact Person: RICHARD CHAFFEE E -Mail Address: RICHC @APPLIEDNW.COM Contractor Registration Number: APPLIHNO33JT KENT City State Day Telephone: (253) 395 -8500 Fax Number: (253) 395 -8500 98031 Zip Expiration Date: ARCHITECT OF RECORD – All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD – All plans must be stamped by Engineer of Record Company Name: BASIL KATTULA Mailing Address: 21122 126TH AVE S.E. Contact Person: BASIL KATTULA E -Mail Address: H. Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh KENT 98031 City State Zip Day Telephone: (206) 851 -7303 Fax Number: (253) 631 -7289 Page I of 6 BUILDING PERMIT INFORMATION >s -- 206-431-3670 Valuation of Project (contractor's bid price): $ 2,840.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): INSTALL PALLET RACK IN EXISTING BUILDING Will there be new rack storage? m Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Belo 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: Will there be a change in use? ❑ Yes Compact: Handicap: 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 m 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:Applications\Fotms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2of6 Existing ',' Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor le .00 Z) :r 2nd Floor 3`a Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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: Will there be a change in use? ❑ Yes Compact: Handicap: 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 m 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:Applications\Fotms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2of6 PERMIT APPLICATION NOTES - likable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Pennit 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). I HEREB TIFY T I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PEN OF PERJUR . ' j, = WS OF THE 8- ATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 N •' . ' / , • ' E ! : ' Signature. Print Name: Mailing Address: el 2- s 22- ? Date Application Accepted: Day Telephone: Ci State Date: Date Application Expires: 1 f Staff Initials: H: Wpplications\Forms- Applications On Line\2010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT ParcelNo.: 3523049092 Permit Number: D11 -008 Address: 1205 ANDOVER PK W TUKW Status: PENDING Suite No: Applied Date: 01/10/2011 Applicant: QUALITY SEWING AND VACUUM Issue Date: Receipt No.: R11 -00045 Payment Amount: $243.92 Initials: WER Payment Date: 01/10/2011 11:52 AM User ID: 1655 Balance: $0.00 Payee: APPLIED HANDLING NW TRANSACTION LIST: Type Method Descriptio Amount Payment Check 036658 243.92 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $243.92 145.10 94.32 4.50 doc: Receipt -06 Printed: 01 -10 -2011 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. } CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 o- Permit Inspection Request Line (206) 431 -2451 �• i• L. . L' Project; [ t Ty/uPe,9Pecr1, Address: 1 ? J r ,+ V Pak'e-J (.1) Date Called: Special Instructions: Date Wanted: 2 — i r — /9 .a.m. : Requester: Phone No: • 1 /1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ate __ Aj c p V I P N / - , l,J i Inspecj'or: ri REINSPECTION;IEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Sodthcenter Blvd.; Suite 100. Call to schedule reinspection. kkao;••• •. --craw • ,•• .. a ..t_ n• •9337 „ • INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R{ 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 (206) 431 =3670 • Permit Inspection Request Line (206) 431 -2451 Project: ASar J'/ Sw• Type of Inspection:- . /�,..4/ Address: PeCer7;i (4, /FAA/. 07. / U Date'Called: Special Instructions: . Date Wanted: / 1 Cm"` p.m. Requester: Phone No: Approved per applicable codes. aCorrections required prior to approval. • COMMENTS: PeCer7;i (4, /FAA/. 07. / U U ec tor: Date: INS CTION FEE REQ IRED. Pr or to next inspection. fee must be at 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection. • '".013.t. • .:� -- �-••, • . . • . . 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 =2451 Project: "' a /fin /7, .Silk! Type of Inspection: I* 0+II#L 42i ,2,1sIlit/b ...,40944/wo.e.- .., Address: - " ,,p Af Date Called: 0c p► f %sJg 5,400,;;" 14.x-" , f Special Instructions: / 7#9 / .A g4' o 4/4 6. /i — e / Date Wanted: /— 3 I- - / / ,7'S'?"rAJ 4 a . �. Requester: /r4 Phone No: ...24•4 - 7/4/- 9 3/ f ElApproved per applicable codes. • I 5b ❑ Corrections required prior to approval. COMMENTS: F . 42i ,2,1sIlit/b ...,40944/wo.e.- .., .,, 0c p► f %sJg 5,400,;;" 14.x-" , f a 49"410A ,7'S'?"rAJ 4 3. x/40 artitAg SPECTION EEE- REQUIRED; id at 6300 Southcenter Blvd.. 'Date: tr 4/-- / Prior to next inspection. fee must be uite 100. Call to schedule reinspection. 6 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Ou ell J,r Set,) - Ufa c Typer9f Inspection: Ic Fire Alarm: Address: ?105 Suite #: pt psi Cont ct Pgrson: P, c k Permits: Special Instructions: Phone No.: ?o C . .71'f- 9314-7 pproved per applicable codes. Corrections required prior to approval. COMMENTS: 3; Aig J?.. ` Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �,A, sj._, Date: //3/ hi f Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 February 3, 2011 Cert No. 1101 -29 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Quality Sewing & Vacuum 1205 Andover park W Permit No. D11 -008 Dear Mr. Larson: KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0817 REGeNED FEB 0 4 tin o This is to advise you that the following inspections were completed per our reports for the above referenced project and permit. Please see the attached report for actual details of the inspections performed. 1. Anchor bolt installation for pallet racks All inspections, only as inspected and reported, conformed to Tukwila Building and Land Development approved plans, specifications, UBC/IBC and related codes and/or verbal or written instructions from the Engineer of Record. Our only report is dated 01 -28 -11 and is number 131394. Respectfully, CASCADE TESTING LABORATORY, INC. Michele J. Guerrini President "y== - CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE RECEI tl �I E® KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT 0(42 ) 7 $ 7 0 FIELD REPORT oP r -e \ c ' 1 PREVIOUS REPORT No. No. 131394 DATE ^ 1 1 `L� 1 CERT. ®; \! •2- l rE C S ° --VQ c� °M LOCATION o, <4 � S< 1 .S 222 BLDG. PERMIT NO. 11 - a� � OWNER / �� WEATHER TEMP. AM PM �\ W ^ ENGINEER 4A J ATTN. ARCHITECT CONTR T OW\,e_ \ e \ o (2) INSPECTION PERFORMED — RESTEEUCONCRETE LATERAL WOOD (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS .J — FOUNDATIONS _ SLAB — RESTEEL ONLY — RE TEEUMASONRY STR.ST/WELDING _ COLUMNS — WALLS BEAMS — — — OXY STR.ST /BOLTING — OTHER q — (4) LOCATION (AREAS) AREAS)' \4 ca. �� 0 V \� `'� PV 0."( ,()QCL-t..\ (5) CONCRETE/MASONRY SUPPLIER MIX NO. DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT ( SPECIMENS CAST %) CYLINDER REPORT NO. YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS —✓ _ REMARKS: px,4 s\C A Cciv. L-0 Q Q►"` C� o ( ) `� l.� eivti Vo ( J e � � /4,tr V\ ace k TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY aI►� rIN.I. 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I k kg.; Pel o S $. 81 14 1, 0 4 a o. 85 4i a aft( c 1t 0.34 4- 0.4 D,S2 ckkecie T/1nr►Sr/, D /IL • Pc a %.31 k 7, 24. ; <l.o Fa s 0.6.5" a ' 1.0 LRFD- .. �i AR CO FRAME BRACE CAPACITY TABLE (Phi Pn) 414 41 #2 # #4 . .1r. ...061 A*4 •c 3 • 4,163 • 36 . 3.83. . 5.83 4.93 8.42 37' .3.68 S.74 4,74 8.30 38 . 3.53. 5.64 4.55 8.19 ._'39 3.38 5.55 4.36 8.07 40 3.24 5..46 4.18 7.96' 41 3.10 - 5 :-37 4..0.0 7.85 .42. 2.95 5.28, 3.81 7.75 43 . 2.82 5,19, 3;64 7.64 44 2.69 5.10 3.48 7.53 45 '2.57 5.01...-3:32:.7.42 46 2.46 4.93;348 7,31 .4.7- 2.36 -4.84. 3.05 7.19 48 : 2.26 4.76.. 2492 .7:08 3 49' • 2.17 4.68 1.80 6.97 3 50' '2:08 4:59: ' 2.69. :6.86 3 ':51 2.00 4.52. 2.59 6:75 .3 52 .1.93 4.44 - -2 ;49 6;65' 2 53. : 1.85 4.36 2.40 6.55 • 2 .54 1.19 4.28 :2;31 6.45 2 55. . 1-.72. : 4.21 • 2.22 6.35 2 56 • 1.66 4.14 2.15 6.23 2 57 1-.60 4.06 2.07 2 2 2 2 1 •1 '1 1 #5 #if, #7 - #8 #9 #1 100 ,064 .06' ,0113 ob 5.77 10.64 4.42 7.74. 5.59 10. 5.54 10.50 4.23 7.65 5.34 10. 5:31 10.36 4.04 7.55 5.09 10, 5.09 10.23 3.85 7.46. 4 -.85 10. 4.87 10.10 3.66 7.36 4.61 10. 4.65 9.97. 3.49 7,26 4.39 10. 4.43 9.84 3.32 7.14 4.18. 9. 4.23. 9.71 3.17 7.01 3-.99 .9. 4.04 9:59 3.03 6.89 3.81 9. 3.86 9.47 2.89 6.77 3.64. 9. 3.69. 9.33 2.77; 6.65 3.49, 9. 3.54 9:13 2.65- 6.52" 3.34 8. .39 8.94 2.54 6.40 3.20 8. .25 8.75. 1:44 6..27 3.47 8.5 .13 8.56-,2.34 6.15 2.95, 8.3 .00 8.36 '2.25 6.03 2.84 4:1 .89 8.17 2.17 5.90. 2.73 7.9 .78 7.98 2.09 5.78 2.63 7.7 .68 7..79 2.01 5.65 -. 2.53 7 :.5 .58 7 ;60 1.94 5..53 2.44 7.3 .49 7.42 1.87 5,41 2.35 7:1 .40 7.23 1.80 5.28 2.27 7.0 .32 7:05 1.74 5.16 2.1.8 6.8 ..24 6.87 1.68 - 5.04 2.12 6.6 .17 '6.68 1.63 4 ;92 2.05 6.4 .10 .6.51 1:_57 4.80 -1.98 ' 6.2 .03 `6;33 1.52 4.68 1.92' 6.0 .97 6.15 1.48 4.56 1.86 5.9 .91 5.98 1.43. 4:.44 1.80 5.7 .85 5.80 1 ;39 -4.32 1.75 5.5 . 79 5.63 1.35 4.20 1.'69 5.3 . 74 5.46 1.31 4.09 1.64 5.2 .69 5.30 1.2.7 3.98 1.60 5.0 1.64 5.15 1 :23 3. :87 1.55 , 4.9 1.59 5.01 1.20 3.76 1.51 .4.7 1.55 4.87 1.16 3.65 1.46 ".4.6 1.51 4.73 1.13 3;55 1.42 4.5 1.47 4 60 -1.10 3.46 '1.38 4.4 1.43 4.4.8 1.07 3.36 1.35 4.2 1.39 4.16 1.04' 3'.•27 1.31 4,1 1.35 .4.25 1.01 3.19 . 1 •. 28 4.0 1.32 4.14 0-.99 3.11. 1.24 3.95 1.28 4.03 .0..96 3.03 1.21 3.85 1.25 3.93 0.94 2.95 1.18 3.76 1.22 3.83 0.92 2.88 1.15 3.66 1.19 3.74 0,89 2.81 1.12 3.57 1.16 3.65 0,87 2.74 1.10 3.49 1.13 3'.56 0.85 1,67 1.07 3 ;40 1.11 3.48 0.83 2.61 1.05 3.32 1.08 3.39 0.81 2.55 1.02 3.24 1.06' 3.32 0.79 2.49 1.00 3.17 1.03 3.24 0.77 2.43 0.97 3.10 1.01 3.17 0.76 2.38 0.95 3.03 0.99 3.10 0.74 2.33 0.93 2.96 0..96 3.03 0.72 2.27 0.91 2.89 0 #11 #12 1 ipso . /p0 83 6.59 13.25 67. 6.29 13.02 51 6.00 12.79 34 5.71 12.56 17 5.43 12.33 00 5.16 12,09 83 4.92 11.85 66 4.70 11.61 48 4.48 11:38 31 4:29 11.14 13 4.10 10.90 95 3.93 10.66 75 3.77 10.42 6 3.62 10.18 6 3.47 9.94 6 3.34 9.71 6 3.21 9.417 7 3.09 9.24 8 2.98 9.00 8 2:87 8.77 9 2.77 8.54 0 2.67 8.32 1 2.58 8.09 3 2.49 7.87 4 2.41 7.65 6 2.33 7.43 8 2.26 7.22 1 2.19 7.00 2 2.12 6.78 5 2.05 6.58 8. 1.99 6.38 2 1,93 6.19 7 1.88 6.01 2 1.82 5.84 8 1.77 5.'67 5 1.72 ,.5.51 2 1.67 5.36 0 1.63 '5.21 8 1.59 5.07 7 1.54 4.94 6 1.50 4.81 1.46 4.69 1.43 4.57 1.39 4.45 1.36 '4.34 1.32 4.23 1.29 4.13 1.26 4.03 1.23 3.94. 1.20 3.85 1.17 _ 3.76 1.15 3.67 1.12 3.59 7..20 3.51 1.07 3.43 58 . 1.55 3.99 :2.00 59 1.50 3.92 1.93 60 1.45 3.85 .1.87 61 1.'40 3.79 .. 1.81 62 1.36 .3.72 1.75 63 1.31 3.65 1.70 -64 1.27 3.59 1.64 65 1.2.3 _3.53 1.59 66 1.20 3.47 1,.54 67 • 1.16 3.41, 1.50 68 1.13 3.25 1.46 69.. 1.09 3.29 •1.41 /0 1.0.6 3.23 1.37 71 _ 1.03 3.18. 1.33 72 1.00 3..12 1.30 73, 0.98 3..05 -1;26 74 0.95 2.97 1.23 75 0.93 2.89 1.20 76 0.90. 2.82 1.16 77 0.88 2.75 2.13 78 . .0.86 2.68 - 1,11 79 0.83 2.61. 1.08 3.30 80 0.81 2.54 1.05 3.22 81- 0.79 2.48 1.03 3.14 82 0.77 2.42 1.00 3.07 83 0.76 2.36 0.98 2.99 84 0.74. 2..31 0.95 2.92 85 0.72 .2.25 0.93 2.85 86 0.70 2.20 0.91 2.79 87 0.69 2.15 -0.89 2.72 88 "0.67 2.10 0.87 2.66 89 0.66 2.06 0.85 2.60 94 0.64 2.01 0.83 2.55 6.07 5.92 5.77 5.61 5:46 5.32 5.17 5.03 4.88 4.73 4.59 4.46 4,33 4.21 4.09 3.98 3.87 3.77 3.67 3.57 3.48• 3.39 QUALITY SEWING & VACUUM CENTERS January 19, 2011 Tukwila Fire Department Attention: Al Metzler Re: Quality Sewing Warehouse • 1205 Andover Park West "Sewing Fun Starts Here" As directed, Quality Sewing and Vacuum will not store products over 18' (top of Toad) per NFPA regulations for storing class IV products with a sprinkler density of .395 / 5,600. (The total area of high -pile storage is 434 sq. ft.). Paul LaPonte President PO Box 3435 • Kirkland, Washington 98083 (425) 889 -4546 • fax (425) 889 -4609 • email: paul @qualitysewing.com • PERM PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -008 DATE: 01 -10 -11 PROJECT NAME: QUALITY SEWING & VACUUM SITE ADDRESS: 1205 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ` I iidinL ivision 6 Public Works (/ 0 L°A1 Ire Prevention Structural ❑ Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01 -11 -11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02-08-11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name APPLIED HANDLING NW INC UBI No. 601773355 Phone 2533958500 Status Active Address 8531 S 222Nd St License No. APPLIHNO33JT Suite /Apt. License Type Construction Contractor City Kent Effective Date 4/30/1997 State WA Expiration Date 5/9/2012 Zip 980311938 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date TUCKER, MICHAEL THOMAS President 04/30/1997 Amount CHAFFEE, ARTHUR RICHARD Secretary 04/30/1997 BKW53084582 TUCKER, MARY LYNN Treasurer 04/30/1997 MARTIN, DANIEL SCOTT Vice President 04/30/1997 WEST AMERICAN INS CO CLOUD, JERRY W Vice President 04/30/1997 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 CBIC SA8537 04/30/2002 Until Cancelled $12,000.00 03/18/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 11 WEST AMERICAN INS CO BKW53084582 05/12/2010 05/12/2011 $1,000,000.0005 /10/2010 10 WEST AMERICAN INS CO BKW53084582 05/12/2005 05/12/2010 $1,000,000.00 05 /04/2009 9 OOHIO CAS INS 53084582 04/15/2003 05/12/2005 $2,000,000.0006 /11/2003 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 01/27/2011 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. ACKING for QUALITY SEWING A 1205 ANDOVER PARK WEST TUKWILA, WA. 98188 BUILDING INFORMATION PARCEL #: 352304 -9092 BUILDING USE: S -1 OCCUPANCY / WAREHOUSE SQ. FT. OF TENANT SPACE: 10,000 S.F. BUILDING OWNER: WACO ENTERPRISE Parcel 352304 -9092 Number Name I WACO ENTERPRISE Site t 1205 ANDOVER PARK W 98188 ;! Address .Legal {BAAPONW MGN ANDOVER PKW30FTW &731.24 FTSFRN I S ALG SD MGN 272.5 FT TH N 87 -55 -02 W 270 FT TH N 01 -51 -39 'FT TO POB (BUILDING 1 Year Built Building Net Square Footage [Construction Class Building Quality Lot Size Present Use Views Waterfront 45864 MASONRY AVERAGE 73575 Warehouse IN CONTRACTOR: APPLIED HANDLING N.W., inc. 8531 S. 222ND KENT, WA. STATE LICENSE # APPLIHNO33JT CONTACT NAME: RICHARD CHAFFEE PHONE: 253 395 8500 FAX: 253 395 8585 E -MAIL: RICHC @APPLIEDNW.COM ENGINEER: BASIL KATULLA 21122 116TH AVE. S.E. KE NT, WA. PHONE: 253 - 631 -7289 D VACCUM SHEET - T1 TITLE SHEET SHEET 81649EL FLOORPLAN, RACK ELEVATIONS, STRUCTURAL NOTES / FIRE NOTES. SHEET 81649 -D DETAIL SHEET OF RACKING COMPONENTS. Parcel Map and Data 3523044098 3523049091 3523049105 3523044093 74331'4D DR 3523041RC r ti (9)(134 VA3}9County 3523049085 3523049092,. t.... 3523049092 Tukwila 3523019 /03 r o 35230,19074 - - +r ®�3d� r.-- Parcel Number Site Address Zip code Taxpayer •3523049092 1205 ANDOVER PARK W 98188 WACO ENTERPRISE SEPARATE PERMIT REQUIRED FOR: 1 Mechanical Electrical Plumbing Gas Piping City of of Tukwila , G DIVISION REVIEWED �E APPAAIIEp JAN 2 0 2011 City ofTp � la BUILDING I) ism FILE COPY Permit No. 1)1 I '—OD`d Plan review approval is subject to errors and omissions. Approval of con,, 'Le documents does not authorize tic: violation of : s ,� T .1 �� or ordinance. Receipt of approv= o By Wit.u1 Date: :,F 1 1. 1 :.I a Of lbkwila BUILDING DMSION tU003 RECEIVED JAN 10 z011 PERMIT CENTER REVISIONS: COPYRIGHT ®1998 BY U c I Q a 0 0 d o 0 0 0 c 0 0 E CUSTOMER: J Q SHALL NOT BE REPRODUCED HANDUNG NW, INC. o zd a z z 0 z J � 0 a 0 0 1, oti 96" 124' -0" ❑ HLLNON 163' -0" m m 00 CO STRUCTURAL NOTES 1)PALLET RACKS ARE MFD BT UNARCO MATERIAL HANDLING, INC., OF SPRINGFIELD, TENNESSEE. 2) STEEL USED IN UPRIGHTS AND ROLLED FORMED RACK ELEMENTS CONFORMS TO ASTM A570 GR 50 WITH Fy =50 KSI, AND Fu =65 KSI 3) STEEL FOR ALL BRACING STRUTS & BASE PLATES SHALL HAVE A MINIMUM YIELD OF 36 KSI, AND A MINIMUM TENSILE 58 KSI. 4) MAXIMUM LOADING SHALL BE AS NOTED ON THIS ELEVATION DRAWING AND LABELED WITH A SIGN OF GREATER THAN 50 SQUARE INCHES ON ALL ROWS. 5) SLAB GIVEN AS 5 1/2" THICK AND WITH fc'= 2,500 PSI 6) ALLOWABLE SOIL BEARING IS GIVEN AS 1,000 PSF FOR GRAVITY LOADS. 7) TIE -DOWN ANCHORS SHALL BE SIMPSON STRONGBOLT 1/2 "X 4 -1/4" OR EQUAL. WITH 3" MIN. EMBEDMENT. USE 2 ANCHORS PER BASE PLATE. PLACE ANCHORS DIAGONALLY ON 7" x 7" BASE PLATES. SPECIAL INSPECTION IS REQUIRED. FIRE NOTES: 1.) SPRINKLER DENSITY IS .395/5,600 WITH 165 DEGREE HEADS. 2.) TOP OF PRODUCT IS LESS THAN 20' 3.) COMMODITY IS SEWING MACHINES AND PARTS IN CARDBOARD BOXES AND ON PALLETS 4.) PALLETS ARE STORED ON OPEN SHELVES (WIRE DECKS.) 5.) PALLETS ARE NON- ENCAPSULATED 6.) ROOF HEIGHT IS 24'CLEAR HT. 1 L 42" SIDE (WEST) ELEVATION 1. 0 2,800# /LEVEL 2,800 # /LEVEL 2,800 # /LEVEL J J 96" FRONT (NORTH) ELEVATION btOO8 REVIEWED FOR - CODECOMPLIANCE A4 PDD f VFO JAN Lu,l City of Tukwila BUILDING nil/1mm Air rVI ii�r �tiY ?I s ~__�_A_i •v__i_ S.wi i v - v RECEIVED JAN 10 2011 PERMIT CENTER t11 DRAWN BY PROJECT SALESMAN: RICHARD CHAFFEE APPROVED BY: REVISIONS: COPYRIGHT ©1998 BY 0 0 0 2 0 cn 0 0 1• 0 0 0 0 0 0 0 E 00 00 000 3 a 1 H 3 1-- U 0 LU w 0 N 0 U zZ 0 0 w J 0 a 0 0 0 = z 0 0 O U z J 0 2 0 W d a CO Z 0 WITHOUT WRITTEN w 0 0 a >- z 0 0 0 w 0 L w Z 1 w ti 3 i, FRONT VIEW — GRAVITY LOCK A tt U SIDE VIEW W/O HOLES TB 2" \ m FRONT VIEW — INTERCHANGE A ❑ ❑ ❑ ❑ SIDE VIEW W /HOLES IR U 4, 2 " 4, Q Q Q Q m FRONT VIEW — INTERCHANGE A ❑ ❑ ❑ ❑ SIDE VIEW W /HOLES IR U 4, 2 " 4, Q Q Q Q m CD cO ► C" FRONT VIEW — INTERCHANGE —A A (1 U SIDE VIEW WITHOUT HOLES GO TUBE CROSS SECTIONS ROW BAY PART NUMBER COLUMN CROSS SECTION A" B" C" T" D" BASE PLATE # OF ANCHORS ANCHOR DIAMETER ANCHOR EMBEDM'T ANCHOR LENGTH ALL ALL TO1 26 192 42 SODOM TB C 192 3" 3" .102 .75 92 2 1/2 3" 4-1/4" UPRIGHT COLU V \S " 1/2" THK 92 7x7 BASEPLATE 6" BASE PLATES 91 6 X 6 BASEPLATE HORIZONTAL 1 A 1 Fl m SECTION BAY A" B" T" ALL ALL 2.25 1 .064 Ir. ALL T02 6400 0960SCSO TB S 4.00" .059 96" H ORI ZO\ TAL STRUT \ ROW BAY A" B" T" ALL ALL 2.25 1.5 .064 Ir. ALL T02 6400 0960SCSO TB S 4.00" .059 96" DI AGO\ AL STRUT DRAWN BY: w w 0 PROJECT MANAGER: R. CHAFFEE 1 APPROVED BY: U REVISIONS: 1 7/16" 3" t 110 0 r ' co 7/16" A, 3" r STANDARD BRACKET 3 —PIN BRACKET LOAD BEA V TO COLU V\ co CO 1 1/2" 3" 1' 11,0 0 2 —PIN BRACKET IG \ \ ECTI 0\ S C0 1- 7/16" 8 3" 0 T —BOLT BRACKET TB DIA. : ed A .4 • .4 • SEE CHART 1 FOR SIZE /LOCATION A \ CH OR S 2 1/2" 3/4" BEAM SECTION ROW BAY LEVEL PART NUMBER BEAM TO COL N CONNECTION (5 WELD A" T" LENGTH A Ir. ALL T02 6400 0960SCSO TB S 4.00" .059 96" LOAD BEAU S TYPE S — STD WELD TYPE C WELD TYPE A WELD ROW QTY X" N x .102' THK ROW SPACERS 0▪ 1 CO .53 /.57x1.14 SLOT (2) REQ'D REVIEWED FOR CODE COMPLIANCE �pin?nvFD Ji,,J2J`CUd City of Tukwila BUILDING DIVI.4Ilnt iECEIVED iA!102011 PERMIT CENTER ISOVETRIC VIEW CO It%-00.8 COPYRIGHT © 2010 BY 0 0 0 0 Q) cn 0 -0 0 0 Q) Qi 0 0 1+ 0 !✓ 0 0 W U O w ce W g - O Z J U1 oW z (1) E QZ W S a• � Lo O = � 3 Cr) UJ CC CL CL W = ▪ c 0 0- 0 ZZ oz CD cp (,Z 1- z 81649 -D 0 N N 1/