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Permit D11-116 - SHASTA BEVERAGES - RACK STORAGE
SHASTA BEVERAGES 1227 ANDOVER PK E D11 -116 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: / /www.ci.tukwila.wa.us Parcel No.: 3523049072 Address: 1227 ANDOVER PK E TUKW Suite No: Project Name: SHASTA BEVERAGES DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D11 -116 05/13/2011 11/09/2011 Owner: Name: NATIONAL BEVERAGE CORP Address: 8100 SW 10TH ST STE 4000 , PLANTATION FL 33324 Contact Person: Name: STEPHANIE WAGNER Address: 2505 3 AV - SUITE 324 , SEATTLE WA 98121 Contractor: Name: APPLIED HANDLING NW INC Address: 24217 138 AV SE , KENT, WA 98046 Contractor License No: APPLIHNO33JT Phone: 206 - 720 -7001 Phone: 253 - 395 -8500 Expiration Date: 05/09/2012 DESCRIPTION OF WORK: NEW RACK INSTALLATION IN EXISTING WAREHOUSE Value of Construction: $0.00 Fees Collected: $306.95 Type of Fire Protection: SPRINIC,ERS /AFA International Building Code Edition: 2009 Type of Construction: III-B Occupancy per IBC: 0024 Electrical Service Provided by: * *continued on next page ** doe: IBC -7/10 D11 -116 Printed: 05 -13 -2011 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: Private: Public: Water Meter: N Permit Center Authorized Signature: „At 'W. Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: /e.--r jct. t `` .Bo W et) 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 in 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. doc: IBC -7/10 D11-116 Printed: 05 -13 -2011 6: All construction shall be done in conform- with the approved plans and the requirem of the International Building Code or International Residential , International Mechanical Code, WashingtWate Energy Code. 7: 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. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: 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) 11: 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) 12: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 13: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 14: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "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) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: 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 D11-116 Printed: 05 -13 -2011 CITY OF TUK A Community Develo ment Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Pei No. 1N;'� �- t (p Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (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 King Co Assessor's Tax No.: 3 5 23 °14 411 o - Z Site Address: 122q AN3:rev ?%4LA'`( E Tenant Name: SFtA ST-A PE'J (2A 4. ES 1 1.1 (- Property Owners Name: S44ASTA $tv (tflc,E t !J Cr Mailing Address: 1 2221" AtJPov 2 P4-Wi E Suite Number: New Tenant: ❑ Yes N.. No et i Fs S' Floor: Tuccwlt_A City wAr State Zip CONTACT PERSON — who do we contact when your permit is. ready to be issued Name: STEPf- IANtt. W��N Mailing Address: Z So S �%4 A vE STE 37-4 E -Mail Address: S"Tc1')44NIE . g C AST -Rcj- (t7EC7S . Co ,t.t Day Telephone: ZO.& I - q-°° SEA -77t WA RgIZl City Fax Number: State Zip GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: CPA FY 472C-H i7 €C-TS Mailing Address: 2-SOS 3' 4 E Contact Person: s-r. 32'( k AT HY C2AFT E -Mail Address: k-t-r Ifi t/ @ OaAf--r At c(f l-TEC7S . Co SE LC L.-ye+ `S 1-2-1 City State Zip Day Telephone: 206 -- to - 0 0 1 Fax Number: ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: SH uT ( e.--d2 eatlso t! -r 1 N �. E- t l 4 t Jul E E. iZ s 12-5 6-3 8EL- RED 2opi 5-rz NE/I-D(A N.� I N C. i oGdr u W A City State Day Telephone: L125 - - y 64-5- Zip E -Mail Address: Fax Number: H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application doc Revised: 7.2010 bh Page 1 of 6 BUILDING PERMIT INFORMATION= 206 - 431 -3670 Valuation of Project (contractor's bid pri5 $ S, oov Scope of Work (please provide detailed information): kJCtrj �N Ce'\STtt,1G w Er(c.j se . Existing Building Valuation: $ RRc.4ZE 10STAt- t- ATta1J Will there be new rack storage? K.... Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: J2 Sprinklers rzt Automatic Fire Alarm Handicap: ❑ None ❑ Othaf(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 Saf ty ata 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 Wpplications\Forms- Applications On Line\2010 Applications17 -20i0 - Permit Application doc Revised, 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of . Occupancy per IBC 151 Floor 2nd Floor 3rd 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: Compact: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: J2 Sprinklers rzt Automatic Fire Alarm Handicap: ❑ None ❑ Othaf(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 Saf ty ata 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 Wpplications\Forms- Applications On Line\2010 Applications17 -20i0 - Permit Application doc Revised, 7 -2010 bh Page 2 of 6 IDate Application Accepted: PERMIT APPLICATION NOTES — .icable 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 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O R OR AUTHORIZED AGENT: Signature: N Print Name: ST --PI-€A k t,JAC,kie-1'Z Mailing Address: 250 c S Awl E $ tc 5244 Date: Li (i-41 Day Telephone: ZOb '7 --4-co% SEA7TL8 Wf} Q$ 121 City State Zip t I Date Application Expires: Staff Initials: H:\Applications\Forms- Applications On Line\2010 Applications \7 -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 Parcel No.: 3523049072 Address: 1227 ANDOVER PK E TUKW Suite No: Applicant: SHASTA BEVERAGES RECEIPT Permit Number: D11 -116 Status: APPROVED Applied Date: 04/27/2011 Issue Date: Receipt No.: R11 -00968 Initials: User ID: WER 1655 Payment Amount: $187.80 Payment Date: 05/13/2011 08:03 AM Balance: $0.00 Payee: TERRI BOWEN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 00522C ACCOUNT ITEM LIST: Description 187.80 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 183.30 640.237.114 4.50 Total: $187.80 doc: Receiot -06 Printed: 05 -13 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Parcel No.: 3523049072 Address: 1227 ANDOVER PK E TUKW Suite No: Applicant: SHASTA BEVERAGES RECEIPT Permit Number: D11 -116 Status: PENDING Applied Date: 04/27/2011 Issue Date: Receipt No.: R11 -00832 Initials: User ID: WER 1655 Payment Amount: $119.15 Payment Date: 04/27/2011 03:15 PM Balance: $187.80 Payee: CRAFT ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 005131 119.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 119.15 Total: $119.15 doc: Receipt-06 Printed: 04 -27 -2011 tt-3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. - CITY OF TUKWILA BUILDING DIVISION D I I- 110 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'ect: A -7- Typ 4# Inspec ion: ■ Address: iZ2-i A- 'OBvit f. Date Called: Special Instructions: �� S ...- Cam`- 6 I Date Wanted:. 3 ." 7 .° 2,-- . ' p.m. Requester: Phone 2 -5'75-- OS Z5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: PI crr ilt P . 4 • .a REINSPECTION FEE REQUIRED. Prioo o next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 yZ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 9 Project: ■5yietS 7'l !3fO /,2 6 Type of Inspection: I= /&JM4L. - 0 A5(1)1 d6 7. / ii, b - ius d' 9 Address: / ` . At/L 6W R 7NZ ro Date Called: Special Instructions: C,75'4/4J36--0/ Date Wante0, :: /b //3 /// w 65 p.m. Requester: Phone No: _,,2 61. -NI 7 5. v,'� 5 ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: (?) t /��/ le Heir At1or/ :J &w1 - 0 A5(1)1 d6 7. / ii, b - ius d' 9 w / . I r — Inspe PECTION FEE REQUIRED. Prior t. next inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 431 -2451 Pro' Type of spection: Address: /Md J& y Date Called: --- Special Instructions: Kt,k AC: f ' `- /' Date Want J S 3 p.m. Requester: Phone No: 2 6 - -575-- ZS Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspe tor: Date: E.3( if REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. CASCADE TESTING LABORATORY, INC. TESTING E. INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 November 18, 2011 Cert No. 1105 -37 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Reference: Shasta Beverage 1227 Andover Parkway E Permit No. D11 -116 KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0817 NOV 22 2011 COMMUtCri DEVan 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 including west wall All inspections, only as inspected and reported, conformed to Tukwila Building Department approved plans, specifications, UBC/IBC and related codes and/or verbal or written instructions from the Engineer of Record. Our last report is dated 11 -07 -11 and is number 140218. Respectfully, CASCADE TESTING LABORATORY, INC. Michele J. Guerrini President CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 June 2, 2011 Cert No. 1105 -37 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Shasta Beverage 1227 Andover Parkway E Permit No. D11 -116 Dear Mr. Larson: KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0817 RECE ED 'JUN 07 Gill Daskoismulyny 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, except rack at west wall All inspections, only as inspected and reported, conformed to Tukwila Building Department approved plans, specifications, UBC /1BC and related codes and/or verbal or written instructions from the Engineer of Record. Our last report is dated 05 -27 -11 and is number 139379. Respectfully, CASCADE TESTING LABORATORY, INC. 7,11-- Michele J. Guerrini President TO' CASCADE TESTING LABOR 'ORY, INC. TESTING & INSPECTION elt 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 98034 • 823 -9800 EVERETT U25) 259 -0817 REPOT 1; J� � FIELD d o�� J \Xt_k oNi ATTN: PREVIOUS REPORT No. DATE No. 140218 CERT. NO. � \OS 37 PROJEC k ",S LOCATION Mnh'er , � L3,�A BLDG. pPERMIT NO. D — Mc, WEATHER OW N� TEMP. ENGINEER ARCHITECT AM PM CONTRACTOR (2) INSPECTION PERFORMED _ RESTEELJCONCRETE _ RESTEEL/MASONRY _ LATERAL WOOD _ RESTEEL ONLY _ STR.ST/WELDING — STR.ST /BOLTING (3) ITEMS INSPECTED FOOTINGS AUGER CAST PILES — DRILLED PIERS -- FOUNDATIONS _ SLAB _ COLUMNS — WALLS — BEAMS (4) LOCATION (ARE u-zt• evA Ak 004-z (946- au-. 3.v.(-- (5) CONCRETE/MASONRY MIX NO. SUPPLIER SLUMP (INCHES) AIR CONTENT ( %) ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SPECIMENS CAST CYLINDER REPORT NO YES NV NO ❑ REMARKS: \e_X \v„§4 �, P,Nkvov∎ ` \% \v ■ e N >6 Vbt ,J 4ea \(C) La k/ �� \CA4( 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 3/09 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY nnotto Tn. A- -t-J/-(R -- aor ^'n" . - , ( .. /- y:i ^s.�; .':; - - L d'•.' - - -'=`tri' "Ti CASCADE TESTING LABORATORY, INC. PREVIOUS TESTING & INSPECTION 139379 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823-9800 EVERETT (425) 259 -0817 DATE j 127 11 CERT. NO. 1.\ "7 FIELD REPORT TO- `tQk. �\G,,.\ \. ow PRO a s C.,. - e4ef 4 LOCATION y_ �/ �/ k221 ��Xo.ie i,-w �. /64,), $53► S 22Z BLDG. PERMIT NO. X11 - ttlo OWNER j �//�� V -.e•f& WEATHER TEMP. AM @ PM � �� ENGINEER ` 6z4 ATTN: ARCHITECT CONT TO \\ kA. .4 1�.. (2) INSPECTION PERFORMED _ LATERAL WOOD _ RESTEEUCONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY _ STR.ST/WELDING — EE XY � — STR.ST /BOLTING OTHER .42c-7R,, (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB , _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS (LOCATION (AREAS) �1\( ( C CV 0 I I ' ) , -Oil" C (V.>, . � l c� � v 1,1 (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) CYLINDER REPORT NO ( ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES l!J NO ❑ REMARKS: lS eAA2QN VC( .1.e \e (o \e 4\9 a\\ Cl.ceW i\6- ,^ 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 3/09 COPIES TO: INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY 11. ssa:i; i 11-1r111 EMI SHUTLER CONSULTING ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450 -4075 FAX (425) 450 -4076 STRUCTURAL CALCULATIONS FOR: RACKING SUPPORT -- SHASTA BEVERAGES, INC. 1227 ANDOVER PARK EAST TUKWILA, WA 98188 PROPOSED BY: JOB Shasta SHEET NO. COVER OF CALCULATED BY:ch - -_ DATE 4/25/2011 CHECKED BY DATE SCALE JOB NUMBER 10 -23.03 SHASTA BEVERAGES! REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2011 City III ninon nn... City of Tukwila BUILDIN( n�vigln�� DESIGN CRITERIA: CODE ROOF LIVE LOAD WIND LOAD SEISMIC ZONE et*414 INTERNATIONAL BUILDING CODE, 2009 EDITION NA NA SITE .CLASS 'E', Sds= 0.834, Sdl= 0.759, DESIGN CATEGORY 'D'; R =4.0, Ie =1.0 ALLOWABLE SOIL BEARING IS 2500 PSF PER REPORT #ES- 1581.01, DATED MAY 2010, BY EARTH SOLUTIONS N.W., LLC. kk k k 10 ECE9VED APR 27 2011 CENTER , I 111111 l ' SHUTLER ® MI= CONSULTING ENGINEERS Inc. I t1 11 1 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 JOB SHASTA Tukwilla, Washington SHEET NO SKS -1 OF CALCULATED BY JH DATE 4 -26 -11 SCALE NOTED Job No. 10 -23.03 RACKING POST 5/8"95 HILT] KB —TZ (EMBED 3%e ") 3Y2x6 FOOT IL EXISTING 5" CONCRETE SLAB w / #4 © 12 "o.c. E.W. - Ili -1 j- NOTES: 1) PROVIDE SPECIAL INSPECTION FOR EXPANSION BOLT INSTALLATION STORAGE RACK ATTACHMENT AIEM °MEd 111 SHUTLER Mph ® laiMMI CONSULTING ENGINEERS, INC. PI 1 12503 Bel -Red Road, Suite 100, Bellevue, WA 98005 * (425) 450 -4075 * FAX (425) 450 -4076 4 -25 -11 Nick Heaton Shasta Beverages, Inc. 1227 Andover Park East Tukwila, WA 98188 Re: Racking Support Dear Nick, I have finished reviewing the racking information you sent to me. Per the information you provided there are seven racking locations. The racking system is Ridg -U -Rack. The basic dimensions are 8 feet wide x 44 inches deep. Rack beams will be located at 14' -0 ", 8' -0 ", and 8" above the concrete slab. Each rack can be loaded with two 2,000 lbs pallets, for a total of 12,000 lbs per rack. The racks are located in the warehouse which is not accessible to the public. The foot plate of the rack system is 3.5" x 6" with an 11/16" diameter hole. The existing concrete slab in this building is 5" thick and is reinforced with #4 rebar at 18" on- center each way. I have reviewed the vertical gravity and horizontal seismic loads to the rack, and the attachment of the rack to the slab. The rack is structurally acceptable when it is attached to the existing 5" concrete slab with a 5/8" diameter Hilt KB -TZ embedded 3.875" at each foot plate. Special Inspection is required for the installation of the expansion bolts. I have attached a copy of my calculations for this project. If you have any questions or need additional information, please give me a call. Sincerely, EREF SHUTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB SHEET NO. CALCULATED BY DATE SCALE OF High Performance Upright Frames Frame Height Frame �I Depth -1 Ridg -U -Rak high modulus columns Ridg -U -Rak high modulus columns give you the perfect combination of massive Toad carrying capability at economical cost. You can store heavier loads at greater heights on more levels. You get better rack damage control at lower cost than any other rack on the market. Ridg -U -Rak masters them all. What's more, Ridg -U -Rak col- umns are versatile - choose hook connections, bolted connections, or both. Select the right column for the job and save material costs. No matter how difficult the storage problem, Ridg -U -Rak can carry the load. II Frames available in any height or depth Available in many different column configurations ri Extremely cost - effective material selection 53 Ideal for seismic storage applications E4 Features patented return flange column connection a Ribbed column face design for added strength El Laboratory tested for loading capacity frame `nurn eying system..' Set- backT' Frames Slant- backTA1 Frames Isolates the column from aisle traffic without a sacrifice in capacity. Frame capacity chart Notes: 1. All capacities are listed in pounds per frame. 2. Standard baseplates can be used for 32 series frames up to a capacity of 31,100 pounds per frame, and 33, 43 series frames up to a capacity of 39,900 pounds per frame. Consult with factory for baseptate requirements for greater capacities. 3. Frames must be anchored as required based on the height -to -depth ratio as follows: Frame Height -to -Depth Ratio* between... Anchor Requirements 0 and 6.6io1 . A minimum of (1) 1/2 ", diameter anchor is required'in embedment end 3,000 p.s.t. concrete.. each baseplate Note: This is based on 2-1/4" minimum 6.6 and 9.4 to 1 Above 9.4 to•1 • A minimum of (1) 5/8° diameter anchor is required in each baseplate. Note: This is based on 2 -3/4" minimum embedment and 3,000 p.s.i. concrete. A' minimum of .(1) 1/2 ".diameter. anchoris'required' • in eachf baseptate, plus cross -aisle ties or wall ties. * Measuring to the topmost beam position. In the absence of required engineering data, i.e. minimum anchor embedment depth and concrete strength, any rack over an 8:1 ratio requires cross -aisle ties or wall ties. 4. Frame depths greater than 60" may require special bracing. Consult with factory. Maximum Vertical Beam Spacing 32C 33C 43C ' s M H S M H M 36 "• ' ,'.:': .. '24;000: '29,800' 36,400' 29j00. '.40,5b0. .49,100' •51,700" 44° 22,500 27,900 34,100 26,900 37,100 45,000 49,400 ..sM. ",. 2.1,600 26,900 '32,800;.:25;600 35300 '42;700`'48,000: 52" 20,700 25,700 31,300 24,300 33,300 40,400 46,600 ' : : :r :"•, 60,, "'•.. '' :' •; . ~. ;18;600..23 2'60. 28,200 21,500; •29,300 35,400: 43 :400 72" 15,400 19,100 23,200 17,300 23,300 28,100 38,100 z' •:' •s.'.:,`> ' 64. "•" '' ..' :- i'12;2d0', X15 ;200' 1000 13,500 ;17,960. 21,600; 32;600 - 96" 9,800 12,300 14,800 10,700 14,100 17,000 27,200 • ' ,. '• 108" .. • ' .8:0-0.6., :16,006'i:12;160 ;•8;700. 11;400, 13,700 22;200 Vertical beam to beam spacing greater than Ina" rnneilit f_,d.,.,, Notes: 1. All capacities are listed in pounds per frame. 2. Standard baseplates can be used for 32 series frames up to a capacity of 31,100 pounds per frame, and 33, 43 series frames up to a capacity of 39,900 pounds per frame. Consult with factory for baseptate requirements for greater capacities. 3. Frames must be anchored as required based on the height -to -depth ratio as follows: Frame Height -to -Depth Ratio* between... Anchor Requirements 0 and 6.6io1 . A minimum of (1) 1/2 ", diameter anchor is required'in embedment end 3,000 p.s.t. concrete.. each baseplate Note: This is based on 2-1/4" minimum 6.6 and 9.4 to 1 Above 9.4 to•1 • A minimum of (1) 5/8° diameter anchor is required in each baseplate. Note: This is based on 2 -3/4" minimum embedment and 3,000 p.s.i. concrete. A' minimum of .(1) 1/2 ".diameter. anchoris'required' • in eachf baseptate, plus cross -aisle ties or wall ties. * Measuring to the topmost beam position. In the absence of required engineering data, i.e. minimum anchor embedment depth and concrete strength, any rack over an 8:1 ratio requires cross -aisle ties or wall ties. 4. Frame depths greater than 60" may require special bracing. Consult with factory. Beam Dimensions t 15 /a" Beam dimensions for column sizes 32, 33, 43 Part Number X :_:RB -L • • -* *300,. . ;:,300: • RB -L -* *355 3.55 4.. =.19B'3555;,, RB -L -* *410 4.10 ;..' RB S -* *450' .. ••. • RB -L -* *465 4.65 Ri3 =S -* *500.:. 5:00 RB -S -* *600 6.00 ** Fill in 32P or 33C. 1 100% Selective Storage System Beam length Beam length + 3° for 3" column —r Beam length + 4" for 4" column —� Beams for column sizes 32, 33, 43 Max. capacities in pounds per pair of beams - no values exceed 11180 deflection. Many other beam capacities and sizes available - consult factory. Part Number 300L• 048" 6440.. 060" 07211 5130': 4200 084" Beam Lengths 096" 108" 1.850 120" I 132" ". 1490 355 L • 355'S.. 410 L 8350 :'.9590 6650 5520 4630 3530 2780 2250 1230 1850 7640 6340, 5250 4010: 3150: 2550. 40S 10490 8360 6940 5930 5060 3990 3220 2100 2650 10250 8760 7640 6260 5060 " 4170 465 L 8480 7250 6320 5480 4420 3650 . • 500 S 1)940:: ;.,10200 '8900: 7890 : 6580` " 5420 600 S 14750 12600 10990 9750 8750 7940 144" 1.030 1550 1760 ' 2220 3490 3060 4550 6670 Notes: 1. All capacities are based on uniformly distributed loads on a pair of beams. Other loading conditions can greatly reduce the carrying capacity of the beams. 2. Beams have been designed for a 2- pallet -wide application. For single pallet wide applications, multiply the beams listed capacity by 0.9. 3. For beams in excess of 115" in length, a flanged crossbar must be installed at mid -span. 4. Capacities are determined based on limiting deflection to length divided by 180. Consult the factory for applications requiring less deflection. SHUTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 tflAr, 4oraft. I I ; : ! 4 _ 1 1_ . 1 Oe! --- .di a 911, ' #1°_._ '7 id-6/15 -I- 1 - -.1 ---t. - r- I-- : 1......„ I i. Peet1 lqi-d: _L._ 1 7. -r- , 1-. ---i 1 -- o i : d- JOB SHEET NO. CALCULATED BY DATE OF SCALE 4 ------ -I- ---- ±-1 ' ir -1 i- 1-- - T i 1-- ,---, ! (erir-ft hieciill 4.- cqog ()/, of* At(w‘,3i) i , 1 ; 4 -I -1.. i . : ,___-;----H . ■ 1 • .i 1.. LLL )1.'14 ithir I -11- - - -t- 1-- --- L_ 1 , I . • 1 6 T www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub - Project I Pos. No.: Date: Specifier's comments: 5 -s PROFIS Anchor 2.1.4 4/25/2011 1. Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand -off installation: Anchor plate: Profile Base material: Reinforcement: Seismic loads (cat. C, D, E, or F): Geometry [in.] & Loading [Ib, in. -lb] Kwik Boit TZ - CS, 5/8 (3 1/8) h„ = 3.125 in., h. „„ = 3.875 in. Carbon Steel ESR 1917 9/1/2009 I - design method ACI 318 / AC 193 e, = 0.000 in. (no stand -off); t = 0.500 in. I, x ly x t = 3.500 x 3.500 x 0.500 in. (Recommended plate thickness: not calculated) no profile cracked concrete , 3000, f,' = 3000 psi; h = 5.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar yes (D.3.3.5) z Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003 -2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub - Project I Pos. No.: Date: 2. Load case /Resulting anchor forces Load case (governing): Anchor reactions [Ib] Tension force: ( +Tension, - Compression) Anchor Tension force Shear force Shear force x Shear force y 1 2473 1680 0 1680 max. concrete compressive strain [%o]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force in (x/y)= (0.000 /0.000) [Ib]: 2473 resulting compression force in (x/y) =(0/0) [Ib]: 0 3. Tension Toad Proof Load Nor [Ib] PROFIS Anchor 2.1.4 2 4/25/2011 Capacity ON„ [Ib] Utilization NN [ %] = Nor /oNn Steel Strength* 2473 12878 Pullout Strength* N/A N/A Concrete Breakout Strength ** 2473 2508 " anchor having the highest loading * *anchor group (anchors in tension) Steel Strength N. [Ib] et. [Ib] N. [Ib] 17170 0.750 12878 2473 Concrete Breakout Strength AN. [in'] ANm [in') c [in.] c.< [in.] 87.89 87.89 393.701 6.500 e ,.N [in.] 9r.c1,N ec2.N [in.] w.c2.N IYM,N 0.000 N, [Ib] 5144 1.000 4> 0.000 1.000 1.000 19 N/A 99 W<y.N k 1.000 17.000 ©ael.rtJa k.na<,w (I)N<, [Ib] N.• [lb] 0.650 0.750 1.000 2508 2473 Input data and results must be checked for agreement with the existing conditions and for plausibility, PROFIS Anchor ( c ) 2003 -2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hitt AG, Schaan Status OK N/A OK www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub - Project I Pos. No.: Date: 4. Shear load Proof PROFIS Anchor 2.1.4 3 4/25/2011 Load V,W [Ib] Capacity $V• [Ib] Utilization p„ [ %] = V./4 V• Status Steel Strength* 1680 6861 24 OK Steel failure (with lever arm)' N/A N/A N/A N/A Pryout Strength** 1680 5401 ✓ 31 OK Concrete edge failure in direction** N/A N/A N/A N/A * anchor having the highest loading * *anchor group (relevant anchors) Steel Strength V. [Ib] 4> 4,V„ [Ib] V. [Ibj 10555 0.650 6861 1680 Pryout Strength AN, [in'] ANr. [in'l c k 87.89 87.89 2.000 e„.„ [in.] 0.000 1.000 ea, [in.] W.a.N 0.000 1.000 WeQN 1.000 Wep,N k, 1.000 17.000 Ne [Ib] 44.4ser W.. aa. 4>Vwp [Ib] V,. [Ib] 5144 0.700 0.750 1.000 5401 1680 5. Combined tension and shear Toads f3„ = NN/4)N„ 13v = Vu /$Vn 0.986 0.311 [3NV =(aN +1 )/1.2 < =1 Utilization No [ %] Status 109 not recommended 6. Warnings • Condition A applies when supplementary reinforcement is used. The factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to ACI 318, Part D.4.4(c). • Refer to the manufacturer's product literature for cleaning and_installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! • The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318 -08 Appendix D, Part D.3.3.4 that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, Part D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. In lieu of D.3.3.4 and D.3.3.5, the minimum design strength of the anchors shall be multiplied by a reduction factor per D.3.3.6. An alternative anchor design approach to ACI 318 -08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving "non- structural components" as defined in ASCE 7, Section 13.4.2. An alternative anchor design approach to ACI 318 -08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving "wall out -of -plane forces" as defined in ASCE 7, Equation 12.11 -1 or Equation 12.14 -10. • It is the responsibility of the user when inputing values for brittle reduction factors 4,„„„,a,.) different than those noted in ACI 318 -08, Part D.3.3.6 to determine if they are consistent with the design provisions of ACI 318 -08, ASCE 7 and the governing building code. Selection of �.e.aud,w = 1.0 as a means of satisfying ACI 318 -08, Part D.3.3.5 assumes the user has designed the attachment that the anchor is connecting to undergo ductile yielding at a force level <= the design strengths calculated per ACI 318 -08, Part D.3.3.3. Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c) 2003 -2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan • • AEU MEE oh SHUTLER t itzli" CONSULTING INEWINSIEI 11' ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEET NO. CALCULATED BY DATE SCALE _4. I ■ 4 -4- r _....,1 -/-1- --1 --" I .1-.-.4t/ .-i . L • . : ,jor- , -,......-.1 1_ 601 i =ff.() /6 , i . i • -i /-- .; , . 1 L [ iAwi....., __ ... I 1 L i t ; 107'0 . , 1 ---- - 1 'lLe.4-1/- i t 1 -1- i , --r- • 1 I 1 , -1- ' t I 1 --1 I , r-----i. i ! 1 7 I 1 ' L --, 1 1 r i I . i 1 , 1 t I , _ i 1 I : 1 : .1 1-• . . . . . . . . •••• • • • 1- L. I 1 ± •• I 1 113! ' 1:Z 14" 1,1;11 SHUTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 I I 1 i • , udae - JOB SHEET NO. CALCULATED BY DATE SCALE OF -4--- i-/ sa,i'' ' 1 ' 1 --4-,91- [. I •• 1 ---- -.1 -1 _ 4 -1- i - AIM MEM MEOW MEI I I 4 k. t I 1 11'11- • ;!.!I 1,1 SHUTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEET NO aPied5-71- /() CALCULATED BY s.../iCtel DATE OF SCALE dd., 4r- - . I 1• ......*• 4 I i , I L . i --+---- ,.- k I i Z--1 Oi / i .-7 11 i ...---r 4G1 i 1 i I 1 _ 1 . ; I ! I 1 1 i I 1 ; ; ----i--1----T-1 ; , --, --1 , i .1. ,,.. _ • .1. 1._ i i , -t- - -t-- I i I i i I i I 1 t 1 : , 1 i 1 Jti I L tai- J: ....1 , J T-1 1- I 1 1 , ....._..4_ 1._ 1 1 I [ 1 ._,...._ , 1 I 1-- 1 1 7 ; , I i 1 , i ! 1 1 ! i t i i 1 ±. - L. --t i 1 4..... . ._- , I -I 'ki- /6/5 I ; ---1 I._ t I . . I 1 • • • • • • • . . . . , : . . i . . 1 ; I ; a•• ,-- : I ; t ! 1 . i 1 i 1 1 �l( Conterminous 48 States 2009 International Building Code Latitude = 47.44 Longitude = - 122.25 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.389 (Ss, Site Class B) 1.0 0.475 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.44 Longitude = - 122.25 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class E - Fa = 0.9 ,Fv = 2.4 Period Sa (sec) (g) 0.2 1.251 (SMs, Site Class E) 1.0 1.139 (SM1, Site Class E) Conterminous 48 States 2009 International Building Code Latitude = 47.44 Longitude = - 122.25 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class E - Fa = 0.9 ,Fv = 2.4. Period Sa (sec) (g) 0.2 0.834 (SDs, Site Class E) 1.0 0.759 (SD1, Site Class E) ■oogle Maps -7 CS ry 5 maps -56(1) St - Notes Latitude: 47.44 Longitude: - 122.25 ,u i r a. G 11 i �Y a ti i 1, i 1 1� t,',i ikler BI d C,._ .. Minklee Blvd -- - ' • m m „ Mittkler - t 7toland G^r r Orillia act,. jvmePi �trafe�' 1 Fri by Marrin4 Senttie. f (],' �`C7,.:.S.183nd.Stt=;1: . q~ i r:. t iq flit i �_- _6_iBBthSt :, - v iI; i 1; -.. S aladara , fig. 4 Pik m qr' - '- W.:,ti. �. ©2011 _ Googlei!lVtap data 011. Gooc A. Shasta Beverages Inc 1227 Andover Park East, Tukwila, WA (206) 575-0525 r: 4/25/7(11 t 1')•no n>\a City of f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director STEPHANIE WAGNER 2505 3 AV - SUITE 324 SEATTLE WA 98121 RE: Permit No. D11 -116 SHASTA BEVERAGES 1227 ANDOVER PK E TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 04/10/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension 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. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 04/10/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D11 -116 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director STEPHANIE WAGNER 2505 3 AV - SUITE 324 SEATTLE WA 98121 RE: Permit No. D11 -116 SHASTA BEVERAGES 1227 ANDOVER PK E TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/27/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension 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. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 11/27/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, c Bill Rambo Permit Technician File: Permit File No. D11 -116 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 4PE con • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -116 PROJECT NAME: SHASTA BEVERAGES SITE ADDRESS: 1227 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # DATE: 04 -26 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 'Girding Di vision . B Public Works f2eG Fire Prevention Structural Planning Division Permit Coordinator n i DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 04-28-11 Not Applicable Comments: 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 ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 05-26-11 Not Approved (attach comments) REVIEWER'S INITIALS: 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 Lai 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 01C14566291 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 12 American States Insurance Co 01C14566291 05/12/2011 05/12/2012 $1,000,000.00 05/04/2011 11 WEST AMERICAN INS CO BKW53084582 05/12/2010 05/12/2011 $1,000,000.00 05/10/2010 10 WEST AMERICAN INS CO BKW53084582 05/12/2005 05/12/2010 $1,000,000.00 05/04/2009 9 0010 CABINS 53084582 04/15/2003 05/12/2005 $2,000,000.00 06/11/2003 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 05/13/2011 SYMBOLS 11 FILE COPY Permit No., , ` AV Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and oonditionsis adcnowwledged: By Date: ,4- i/3 %-o /1 City Of Ikikwita BUILDING DIVISION /, COLUMN LINE /GRID LINE DOOR NUMBER TO CORRESPOND TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION CLOUD AROUND REVISION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION (IDENTIFY ON PLAN) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN WALL SECTION (IDENTIFY ON ELEVATIONS) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN INTERIOR ELEVATION(S) 2 ELEVATION IDENTIFICATION OFFICE 102 68.5 SHEET WHERE ELEVATION IS DRAWN ROOM IDENTIFICATION ROOM NAME ROOM NO. ROOM FINISH GRADE EXISTING GRADE 78 - -- 71 PNORTHT NORTH 9' -0" T-0" /// PROPERTY LINE NEW OR FINISHED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH DENOTES CHANGE IN ELEVATION PROJECT DIRECTORY SITE ADDRESS: ARCHITECT /CONTACT: ARCHITECT OF RECORD: OWNER: STRUCTURAL ENGINEER: 1227 ANDOVER PARKWAY E CRAFT ARCHITECTS, PLLC. 2505 THIRD AVENUE, STE. 324 SEATTLE, WASHINGTON 98121 KATHRYN M. CRAFT SHASTA BEVERAGE INC. 1227 ANDOVER PARKWAY E TUKWILA, WASHINGTON 98188 SHUTLER CONSULTING ENGINEERS 12503 BEL -RED ROAD, STE 100 BELLEVUE, WA 98005 REQU1 RF':) Y~uC : Mechanical Electrical Plumbing Gas Piping City of Tukwila BLlILOJN a DIVISION r, it x x x x x x x 321' -0" 40' -6" 40' -0" 40' -0" 40' -0" 40' -0" 40' -0" 40' -0" 40' -6" XIT EXIT — 15' -10" i 180' 1AVEL DIBTANCE� 17' -11" I. EXIT 4' -0 " II L 20' -0" EXIT 4' -0" II II II L_ -- - - -- EXI TING WAREHOUSE X185 EXIT TRAVEL DIBTANCF7 16'- EXIT x LOADING DOCK ;;EXISTING OFFICEI .. .............................. • REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. ;TOTE: Revisions will require a new plan submittal and may include additional plan review fees. NORTH ANDOVER PARKWAY EAST CONTACT: PHONE: FAX: CONTACT: PHONE: FAX: CONTACT: PHONE: FAX: KATHY CRAFT (206) 720 -7001 (206) 720 -2949 NICK HEATON (206) 575 -0525 JOE SHUTLER (425) 450 -4075 (425) 450 -4076 APPROVED BY: Initials Date VICINITY MAP NTS NORTH TAX PARCEL # 3523049072 LEGAL DESCRIPTION: IC REVIEWED FOR ODE COMPLIANCE t APPROVED t IAr 10 2011 OL. City of kwila BUILDINI n iVlcinN POR OF GRIDLINE 1 IN NE 1/4 OF SEC 35 -23 -04 - BEGIN NE CORNER OF GIRDL.INE 1 THEN N 87 -44 -08 W ALONG N LINE OF GRIDLINE 1 449.48 FT THEN S 01 -51 -39 W 458.87 FT THEN N 88 -08 -21 W 30 FT TO TPOB THEN S 01 -51 -39 W 411 FT THEN N 88 -08 -21 W 470 FT THEN N 01 -51 -39 E 411 FT THEN S 88 -08 -21 E 470 FT TO TPOB PROJECT DESCRIPTION RACKING IN EXISTING WAREHOUSE FOR STORAGE OF SODA PRODUCTS. INDEX OF DRAWINGS T1.1 GENERAL INFORMATION AND SITE /FLOOR PLAN CODE/ZONING INFORMATION ZONING DISTRICT: CODE EDITION: CONSTRUCTION: OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: TOTAL BUILDING AREA - IN GROSS SF: EXISTING OFFICE EXISTING WAREHOUSE TUC 2006 IBC/ 2006 IFC NEW TILT -UP CONCRETE S -1 IIIB FULLY SPRINKLERED (ESFR) 3,317 104,332 TOTAL BUILDING AREA KEY NOTES 107,649 1. 6 BAY (7 VERTICAL). 44"W x 46' -4 "L x 19' -0 "H 2. 5 BAY (6 VERTICAL). 44"W x 38' -8" L x 19' -0" H 3. 4 , ` 44 "W x 31' -O "L SITE /FLOOR PLAN "= 30' -0" 0' 15' 30' 45' Wo RECEIVED APR 2 7 2011 PERMITCENNTER 2505 Third Avenue Suite 324 Seattle, WA 981 2 1 206..720.7001 phone 206.720.2949 fax www, craftarchitects.com U VJ W � co 2 W� 0 C Q z <C W o CC o o: L) D_ < W Z o m zn ,c U Q Q NcNi P- M CC VJ CONSULTANT ISSUE 7052 REGISTERED ARCHITECT AT , RYN M. CRAFT STA F WASHINGTO Revisions: tl Sheet Title: Date: Design: Drawn: Project \lo: Approved: GENERAL INFORMATION AND SITE /FLOOR PLAN 04/27/11 KC SHW 10- 253.03 KC Original drawing is 24" x 36 ". Scale entities accordingly if reduced Sheet No: T1.1 COPYRIGHT CRAFT ARCHITECTS 2011