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HomeMy WebLinkAboutPermit D13-021 - SPECIALTY WAREHOUSE - TENANT IMPROVEMENTSPECIALTY WAREHOUSE LTD 530 ANDOVER PK W D13-021 City c110\ Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 2623049015 Address: 530 ANDOVER PK W TUKW Suite No: Project Name: SPECIALTY WAREHOUSE LTD DEVELOPMENT PERMIT Permit Number: D13-021 Issue Date: 02/26/2013 Permit Expires On: 08/25/2013 Owner: Name: ROFFE & ASSOCIATES Address: C/O THE MADISON COMPANY , 415 BAKER BLVD #200 98188 Contact Person: Name: MIKE SORENSON Address: 1100 SW 7 ST , RENTON WA 98057 Contractor: Name: NORTH WEST HANDLING SYSTEMS INC Address: 1100 S.W. 7TH STEET , RENTON, WA 98055 Contractor License No: NORTHWH275JF Lender: Name: SELF FUNDED - SPECIALTY WAREHOUSE LTD Address: Phone: 425-255-0500 Phone: 206 255-0500 Expiration Date: 10/09/2013 DESCRIPTION OF WORK: RELOCATE/SLIDE OVER APPROXIMATELY (160) BAYS OF EXISTING RACKING, ADD (46) BAYS OF NEW RACKING. PLEASE SEE ATTACHED SUPPLEMENTAL, DRAWINGS AND ENGINEERING FOR LAYOUT, LOCATIONS, EQUIPMENT AND COMMODITY INFORMATION. Value of Construction: $0.00 Type of Fire Protection: SPRINKLERS Type of Construction: Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: $748.15 International Building Code Edition: 2009 Occupancy per IBC: **continued on next page** doc: IBC -7/10 D13-021 Printed: 02-26-2013 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: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N I (A - 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: Date: a—/ o- 6(/ 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: 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. 5: 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: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State doc: IBC -7/10 D13-021 Printed: 02-26-2013 of Washington. • • 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 9: 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. 10: ***FIRE DEPARTMENT CONDITIONS*** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: 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) 13: 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) 14: 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) 15: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and doc: IBC -7/10 D13-021 Printed: 02-26-2013 #2328) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: 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 D13-021 Printed: 02-26-2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. b).,-03--/ Project No: Date Application Accepted: \i (1.-- 3 Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION 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: 5oulov.gr Pk isf King Co Assessor's Tax No.: Tenant Name: 5-19)2C;4//7 %JG r;Lk° ..te_ L - PROPERTY OWNER Name:� /Tytr ova Co- i►'tpa✓i �►`- Address: y i S gckk,r .73 ( 01040 City:7 , .(q State: 44+ Zip:g788. CONTACT PERSON — person receiving all project communication Name: /j.l r so -') Address:1100'sw 7 to s , City: ge.v.v6e1State:km_ Zip:730 -7 Phone: Ligs'a . C Fax: tf?5 »Q . 611% Email: ✓ )Snrerlso., d 4‘4,Ar. tow, GENERAL CONTRACTOR INFORMATION Company Name: i /fir L �/ItSf /�_ j1i.4st,,a.Address: /(.s '�1 (jR Compa 4. ame: City: Rap./ Me) Stater Zipti•gog-7 Phone: Ya5-g5-5-.05&)Fax:v?..c.a2.2 6? 7-b Contr Reg No.�ar, w?5-rrExp Date /0 /?/i 7 Tukwila Business License No.: �?u5 r 0 1 ! 3`0Lj 7 H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Suite Number: Floor: / New Tenant: ❑ Yes [l'o 41.kCHITECT OF RECORD ' .v e 0 or Compa 4. ame: Company Name:?&c f, D Architect Name: Address: Engineer Name: Li Address: C' - Address:L( _ I wt' A City: State: Zip: Phone: - Fax: Phone.5ig i?,y0 j 0 E.- .11: Email: ENGINEER OF RECORD ' .v e 0 or Name: Company Name:?&c f, D - 6",,422.,,y, Address: Engineer Name: Li Oi4i7 C' - Address:L( _ I wt' A S,;f_ 90 ty tl� City: 6/ _ _ 4.�Q Stale: Zip9, 5/ Phone.5ig i?,y0 j 0 Fax: g/ga'u 3 v %3 Email: DER/BOND ISSUED (required for project greater s - W 19.27.095) ' .v e 0 or Name: Address: C' - State: . • Page 1 of 4 • • BUILDING PERMIT INFORMATION - 206-431-3670 Valuation of Project (contractor's bid price): $ ! ,, dg Existing Building Valuation: $ Describe the scope of work (please provide detailed information): -//II Gcial RO-10 atie-Atda. C9W-P eiffrp>e - b 9 6a7i 0 6) ba -`l S o J nfLr✓ ! 4 G�C r �1.2�L� �� �i �S�✓,�� /es tel 7� Cll'�:•" i, -e-P‘510-02-r14). 4 _ ht00 C44.1i, 2fk+i� N1'f 1 Corrrrr{i17 . �h at17o.^ Will there be new rack storage? L 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: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 2Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes IW' ---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 0 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' 5orms-Applications On Line\201 I Applications\Pemvt Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC: Type of Occupancy per IBC 1' Floor 36000 'r, 00 c7--^ 2nd Floor t 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: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 2Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes IW' ---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 0 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' 5orms-Applications On Line\201 I Applications\Pemvt Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — 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. 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). 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 OWNER OR AUTHOD AGENT: L Signature: Date: 1774.0 /3 Print Name: I�/62- /._ S re-14:SGr1 Day Telephone: ,9696 ^ e /8" ! [ O g Mailing Address: n 0 ,..Ckvi 7 elSig H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I1.docx Revised: August 2011 bh 80-5"7 City State Zip Page 4 of 4 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.TukwilaWA.gov Parcel No.: 2623049015 Address: 530 ANDOVER PK W TUKW Suite No: Applicant: SPECIALTY WAREHOUSE LTD RECEIPT Permit Number: D13-021 Status: APPROVED Applied Date: 01/16/2013 Issue Date: Receipt No.: R13-00900 Payment Amount: $455.20 Initials: BLS Payment Date: 02/26/2013 09:55 AM User ID: ADMIN Balance: $0.00 Payee: MICHAEL J. SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 045412 ACCOUNT ITEM LIST: Description 455.20 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 450.70 640.237.114 4.50 Total: $455.20 110 0C 0114 0 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 2623049015 Address: 530 ANDOVER PK W TUKW Suite No: Applicant: SPECIALTY WAREHOUSE LTD RECEIPT Permit Number: D13-021 Status: PENDING Applied Date: 01/16/2013 Issue Date: Receipt No.: R13-00368 Payment Amount: $292.95 Initials: WER Payment Date: 01/16/2013 10:44 AM User ID: 1655 Balance: $455.20 Payee: MIKE SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 00055A ACCOUNT ITEM LIST: Description 292.95 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 292.95 Total: $292.95 Drin+nrl• Al _4 n_1(11 INSPECTION RECORD.. Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-367d Permit Inspection Request Line (206) 431-2451 Project:, _PeC,A-rTV W4t'elavie Type of Inspection: -. L c 1\)*i..- t_�•46; Address': f _5 30 /cNO©v u/ Date Called: .. . Special Instructions: / Date Wanted: .e'am .4 • , .-:4 J 3 p.m. Requester: , Phone No: �,(N `'' f3 -44[ 'S ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: n of1,:) Inspector: Date:; REINSPECTION FEE REQUIRED. Prior to next inspection;; fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT INSPECTION RECORD Retain a copy with permit ,W32LP±P___6q-(_ -- S— PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: S. Pic �L�.� Sprinklers: Typ of I pe on: Se Hood & Duct: Address: Suite #: Pre -Fire: Contact Pers n: Special Instructions: Phone No.: FXI-Approved per applicable codes. Corrections required prior to approval. COMMENTS: P -k - d k f� perwu Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: A Inspector: Date: c(7,/7 3 Hrs.: C„ ---- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department:" Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 A.A.R. Testing Laboratory, Field Report Report #: 56370 U'U DlIClAW 'h " ua:bMt) @UWP f Phone 425.881.5441 425.881 5812 Redmond, 98052 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055-2939 Contact: Tony Johnson Project Number: 13-188 Permit#: D13-021 Project Name: Specialty Warehouse Address: 530 Andover Park W. Inspection Performed: Proprietary Anchors. Date: 3/1/2013 Time: Temperature: Verified anchors to be Milti KB -TZ 1/2" x 4 1/2". Verified hole cleanliness and minimum embedment of 3 1/4". Torque was tested with calibrated wrench #132C and was found meeting the 40 ft./lb. requirement. All racking noted on P1 of approved plans was found in conformance with approved plans, manufacturer's recommendations and ESR #1917. RECEIVED CITY OF TUKWILA MAR 18 2013 PERMIT CENTER Distribution: O Distribute Client 0 Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner 0 Distribute Municipality 0 Distribute Other 0 Distribute Architect 0 Distribute Other Inspector: Chandler, Loren Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full without the written consent of A.A.R. Testing is strictly forbidden NORTHWEST HANDLING SYSTEMS, I N C. The Material Handling Experts PP" PILE COPY 1100 SW 7th St Renton, WA 98055 (425) 255-0500 ph (425) 228-6946 fax ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT RACK INFORMATION SUPPLE T - SITE ADDRESS: 530 Andover Pk W TENANT NAME: Specialty Warehouse Ltd. DATE: January 4, 2013 APPLICANT: Mike Sorenson / (206) 818-4488 WED FOR CODE COMPLIANCE APPROVED FEB 2 5 2013 City of Tukwila BUILDING DIVISION 1. Load application and rack configuration drawings attached. 2. Attached plans and engineering detail the rack locations, dimensions, and specifications. 3. Stamped engineering calculations attached. 4. Inspections will be scheduled as instructed. 5. Vertical members of storage racks are designed and installed so that failure of one vertical member will not cause collapse of more than the bay or bays directly supported by that member. 6. Commodities stored in racks: Cement based floor coatings in paper bags on wood pallets. Sand in paper and plastic bags on wood pallets. Food flavoring in five gallon buckets and 55 gallon steel drums on wood pallets. Olives in five gallon buckets on wood pallets. Steel parts/components for machinery on wood pallets. Rolled roofing materials stored in bulk on wood pallets. Floor spill absorbants in paper Et plastic bags on wood pallets. Non encapsulated, band only shrink wrapped. 7. Sprinkler System Information: Estimated at .39/5600. 8. Building exits indicated on attached drawings. tT3OZ1 RECEIVED CITY OF TUKWILA JAN 162013 PERMIT CENTER BY G. OHANIAN DATE 1-8-13 SUBJECT RAdK DENIGIN & EN(INEERINd do. 412 WEST BROADWAY, OUITE #204 (LENDALE, OA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 1 . RD -16481 JOB NO. STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: SPECIALTY WAREHOUSE LTD 530 ANDOVER PARK WEST TUKWILA, WA. 98188 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 3500 # / LEVEL CALCS. 1 THRU 6 DRAWINGS: RD -16481 r• EXPIRES 12-26-13 p13Oz1 PILE copy REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 6 2013 PERMIT CENTER BY l G. OHANIAN DATE.1-8-13 SUBJECT RACK DEOI(dN & ENOINEERINGi CO. 412 WEST BROADWAY, SUITE #204 ( LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 2 JOB NO.. RD -16481 0 106" BEAM TYPE "A" SEISMIC DESIGN Ix =2.19 Sx =.93 FY— —55 KSI. SIDE VIEW 44" 0 • LOAD PER BEAM + 25% IMPACT LOAD (3.5Kx.88)+(1.8Kx.25) = 3.5— 1.8K 2 2 BEAMS M=w = 23 �K SR=.71<.93 4 0 384.WL =.42"< 180 = .59" x E v= S Ds XI Rx1 4 xW IBC 2009 (SEC. 2208), RMI SPECS. ASCE 7-05 (SEC. 15.5.3) S Ds =0.94 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. R=4 BRACED W=D.L.+ 3 PALLET LOAD LOAD PER COL. = 3x3.5K —5.2 K 2 ca. P=.2DL+ (5.2Kx0.75)=4.1 K W=.20L+ (5.2PLx0.67)= 3.7 K = .42 K LONGIT. V = .62K TRANS. LONGIT. SEISMIC Conterminous 48 States 2009 International Building Code Latitude = 47.451097 Longitude = —122.254374 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SMI = Fv x SI Site Class D — Fa = 1.0 ,Fv = 1.517 Period Sa (sec) (g) 0.2 1.412 (SMs, Site Class D) 1.0 0.733 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.451097 Longitude = —122.254374 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SDI = 2/3 x SMI Site Class D — Fa = 1.0 ,Fv = 1.517 Period So (sec) (g) 0.2 0.942 (SDs, Site Class D) 1.0 0.488 (SDI, Site Class D) 21K 6.5-K 14K 6.5-K 10.0-K 07K 10.0"K= 12.0K .42 K 12.0"K BY G. OHANIAN RACK DEOI(N & ENdINEERIN( CO. DATE .1-8-13 SUBJECT 412 WET BROADWAY, pUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 3 JOB NO. RD -16481 COLUMN ANALYSIS 1' x - 3" U t=.090" COMBINED STRESS RATIO Pex= (KL)12 = 33.0 ax=1- Pex .78 Fy=55 KSI Ae=.78 Ix=1.19 Se=.8 rx=1.2 ry=1.1 Qc=1.8 fQb=1.67 Cmx=.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .21 K KL=60x1.7 =85 rx 1.2 KL 52 =1-,r =47 Y • Mn =Se .Fy=44 f2c.P + f2b.Cmx.M = .80<1 Pn M,,.ax (2)-1/2"95 ANCHORS PER BASE PL., 3 1/4" EMB. HILTI KWIK BOLT -TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION 2 Fe=(KLj2=40 rx 2 F=Fy(.658 -c )=31 KSI Pn= Fn .Ae = 24 K 4.1 K 12.0"K O iQ 0( A c = V'Fy /Fe = 1.17 Ac<1.5 7 3/4"x5"x3/8" BASE PLATE .5x.09x1 x65=2.9 K BEARING CAPACITY OF COL. HOLE 10.0 ' 7/16"0 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4 = 3 K 11.0' Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. MEND= .01XWI2= 1.9 "K M= 11.0"KM__ 12.9"K SEISMIC TOTAL 11.0"K 12.0 "K BY G. OHANIAN DATE .1-8-13 SUBJECT RAdK DEOIGIN & ENdINEERINd do. 412 WET BROADWAY, SUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 4 JOB NO.. RD -16481 TYPE "B" LOAD PER COL. = 4x3.5 K —7.0 K 2 coL. P=.2 DL+ (7.OKxO-75)=5.4K W=.2pL+ (7.OI,K�x0.67)= 4.9 K L= ONGIT. '55 V = .82 K TRANS. COLUMN ANALYSIS 1' x- 3" M - — x t=.090" Ij Fy=55 Ks1 Ae=.78 Ix=1.19 Se=.8 rx=1.2 r=1.1 COMBINED STRESS RATIO 2Pex= (KL)IZ =52.0 Qc=1.8 Qb=1.67 ax=1 =.81 Pex Cmx=.85 LO 44" 44" s `I N KrxL=48x11.2.7 =68 rL52 = -47 Y • Mn =Se .Fy=44 44" I 1 N SIDE VIEW LONGIT. SEISMIC 22K 5.0-K 16K 5.0"K 1 1 K 8.8"K 05K 11.3K Qc.P+ Qb.Cmx.M = 83<1 Pn Mn.ax .55K 12.5"K 8.8"K 11.3-K 12.5"K 2 Fe=(KLj2=63 X=-\./Fy/Fe = 0.93 Tx 2 Fn=Fy(.658 �c )=38 KSI Xc<1.5 P„= F,, .Ae = 30 K BY G. OHANIAN DATE .1-8-13 SUBJECT RAdK DEOI(N & ENdINEERIN(t do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 5 JOB NO. RD -16481 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .27 K (2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB. HILTI KWIK BOLT -TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION 5.4K 12.5 2) Q 7 3/4"x5"x3/8" BASE PLATE IQ QI .5x.09x 1 x65=2.9 K BEARING CAPACITY OF COL. HOLE 11.3'K 11.9 K . ® ®!� 11.9 'K 7/16"0 RIVET A = .1 Fy = 79 KSI Pa = .1 x79x.4 = 3 K Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. 1 MEND - . 0 x W 12= 1.9 "K M= 11.9"KM__ 13.8"K SEISMIC TOTAL 1 2.5 TOP LEVEL LOADING OVERTURNING TYPE "B" MOT ='2 IS( x218"x0.66 -236"K COL. MR = 5.4Kx44"= 240"K NO UPLIFT 82K 5.4 K 5.4K 71 I x V `.I In 82K 44" o W= O.20L+1.8LL=2.OK LOAD PER COL. V= .33 K =.33Kx2 x192=126"K MOT COL. MR = 2.0Kx44"=86"K UPLIFT = 126"K -86"K= 91 44" • BY G. OHANIAN RAdK DEOIC N & EN(INEERINC do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 DATE .1-8-13 SUBJECT SHEET NO 6 JOB NO.. RD -16481 OVERTURNING TYPE "A" MOT =.62 Kx2 x210"x0.66 =173"K COL. MR = 4.1 Kx44"= 182"K NO UPLIFT LOAD TO DIAGONAL P = .82 Kx2 x 58 = 2.1 K COL. 44 FY =55 KSI A=.29 rx =.46 L= 46" Pa= 2.5K CHECK WELDS p� = (1 _.O 1 L) L.t.FD = 5.36 K = 2.55 —IL= 2.1K x2 = 4.2K SIDES CHECK SLAB 5400 = 54 °' 1000 V 777=28" .62" 5.4x144=777 °" M= (12 )2x1000x x12=2042"# s= 12x62 = 72 6 2042 = 28 <1.6 -\/ 2500 =80 72 41 K 4.1K .62K 0 N U, 44" TOP LEVEL LOADING W= 0.20L+ 1.8LL=2.O K LOAD PER COL. V= .33 K =.33Kx2 x184= 121"K MOT COL. MR = 2.0Kx44"= 86"K UPLIFT = 121"K -86"K= .79K BOTH SIDES TYP. 1/8 V 1.5" 1 1/2 1-1 stEf9• t=.06" 5400 # 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL January 31, 2013 Mike Sorenson 1100 SW 7th Street Renton, WA 98057 AI City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D13-021 Specialty Warehouse Ltd — 530 Andover Pk W Dear Mr. Sorenson, This letter is to inform you of corrections that must be addressed before your development permit 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 Fire Department. At this time the Building Department has no comments. Fire Department: Alan Metzler at 206 971-8718 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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, I can be reached at (206) 431-3670. Sincerely, File o. D13-021 all ian W:IPermit CenterlCorrection Letters120131D13-021 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: January 28, 2013 Project Name: Specialty Warehouse Ltd. Address: 530 Andover Park West Permit #: D13-021 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. Please provide the maximum storage height measured from the floor to the top of storage. 2. Smoke vents are required per International Fire Code Table 2306.2. Please provide a scaled drawing of the existing/proposed smoke vents. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. IPERMIT COORD COP. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-021 DATE: 02/08/13 PROJECT NAME: SPECIALTY WAREHOUSE LTD SITE ADDRESS: 530 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter #_ Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Public Works ❑ ANNA ( Fire Prevention III Structural Planning Division ❑ ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete yi Incomplete ❑ DUE DATE: 02/12/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route IFI Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: :i DUE DATE: 03/12/13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: SRN' COrD C PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-021 DATE: 01-16-13 PROJECT NAME: SPECIALTY WAREHOUSE LTD SITE ADDRESS: 530 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued ITI-din EPARTMENTS: Division Public Works itc n Awl ol 14 11 Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete tzi Incomplete DUE DATE: 01-17-13 Not Applicable CI Comments: Permit Center Use.Only• INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required _ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-14-13 Approved n Approved with Conditions n Not Approved (attach comments) iy:1 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ' ¢' `1 CORRECTION LETTER MAILED: Ok.7')1� 1�7 Bldg 0 Departments issued corrections: Documents/routing slip.doc 2-28-02 Fire Ping 0 PW 0 Staff Initials: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 02 1 I / 4=10 I3 Plan Check/Permit Number: D13-021 ❑ 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: Specialty Warehouse Ltd CIN of n jjmtA FEB 08 2013 i PERMIT CENTER Project Address: 530 Andover Pk W Contact Person: M flee_S r 41S o A Phone Number: 0,20 6 -g12 - Summary _g12 - Summary of Revision: Rt y0A r'.e -� rein / Al&X f 414t..7 /'0 CD X-/-G‘ke-- U oA- 43 #ka- ` 4-4a U d r-a.‘f,p 1,iC�, a fr. o •, 4 ti a.e, 1: c9 c 5' hi once v -e o.1's Sheet Number(s): "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 CAUsessjennifer-M:DesktopiRevision Submittal Form doe Revised: May 2011 Contractors or Tradespeople linter Friendly Page I 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 NORTH WEST HANDLING SYS INC UBI No. 600051641 Phone 4252550500 Status Active Address 1100 Sw 7Th St License No. NORTHWH275JF Suite/Apt. License Type Construction Contractor City Renton Effective Date 4/6/1973 State WA Expiration Date 10/9/2013 Zip 980552939 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date FRANCK, JAMES JEROME President 01/01/1980 Amount KOSTY, CLARK RANDOLPH Treasurer 01/01/1980 6302C242044TIA12 THOMAS, KEVIN A 10/01/2013 01/01/1980 09/28/2011 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 6 TRAVS 81S103354822BCM 10/01/2001 Until Cancelled $12,000.00 10/09/2001 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 32 Travelers Indemnity Co of Ame 6302C242044TIA12 10/01/2012 10/01/2013 $1,000,000.0009/26/2012 31 Valley Forge Ins Co 4015483385 10/01/2011 10/01/2012 $1,000,000.0009/27/2011 30 NATIONALTFIRE ADV4015483385 10/01/2010 10/01/2011 $1,000,000.0009/20/2010 29 ACE AMERICAN INS CO PMDG24651605002 10/01/2008 10/01/2010 $1,000,000.00 09/30/2009 28 ACE AMERICAN INS CO PMDG23858769 10/01/2007 10/01/2008 $1,000,000.00 09/28/2007 27 ACE AMERICAN INSURANCE COMPANY PMDG22904279 11/01/2006 11/01/2007 $1,000,000.00 10/27/2006 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 Infractions/Citations Information No records found for the previous 6 year period httos://fortress.wa.gov/lni/bbip/Print.aspx 02/26/2013 32' 45' fl 56' 56' EXIT 56' 56' 56' CO O 4 co 4 CD O CD O TO7' 1 8' 1 o'— CO '—"t CO O_ 4 CD O dX' CO 0 CD O CD O 4 CO 0 CD O 'd - CD O CD O 4 CD O X CO O 11111 X CO O 4 0 CO O X CD O X 4 a 4 CD O CD O CD O X CO O 4 CD O sr X sr CD O X 4 CO O 4 EXIT 8'-6" cO O �1- CD O X CO O X 4 CD a 4 CO 0 CO 0 Co 0 CD 0 4 CO O CO O 4 CD O X CD 0 X 4 Co 0 X 1X 4 CO O 4 CD 0 1111 CD O_ X d- .4 - CO O_ X CD O 4 CD O 4 CD a CO 0 CD 0 . 9'-2"1 O CD O 0 CO 0 X CO O X CO O X CO O 4 CD O CD O X .411'-2" t9'-6" CD CD O O X X CO O ®I� co - O 4 CO O X CO O X 4 CD a 4 CO O 11111 O CO O_ X d' CO O 4 CD O 4 CD O CO O CD O X CO O d' CD O CD CD X CO O CD O X CD O T 14'-8" CD O 4 CD O .4 - CO O 0 X O 4 0 X 4 CO O CD O X 4 O 4 CD O 1-6» ' I CO O_ X CD 0 CD O CD O 4 CD O X CO O CO O CO o_ X CD O 4 a a L 7'-8" 24'-2" CD CD O O X X CD O 4 CD O 9'— 6" CD O X CD O X 4 CD O_ X CO O X 4 CO a 4 CD 0 CO CO X CO O X eh CD O 4 CD 0 CO 0 X CO O CD 0 X CD O el CD 0 X — X CD X CO O_ X CO 0 CD 0 CD O :t CD 0 CD 0 X 4 CD O X CD O CD 0 >C O 4 CD 0 sl CD O X CO O_ CD O X 4 CD O 42'1-4" EXIT 49'-6"t CD O_ X CD O 4 co 0 4 CD O CO CD O 0 CD 0 co sr CD O X CD 0 CD O X .4- .4- CO ' CO O CO 0 X CO O X �l- ¶ CD O X r. CO 0 0 CO O 111111 CO O CO O 11111111 X s1' CO sr sr CO O X 4 t0 1' E NORTH PLAN VIEW 60' 0 4 CO O X CO O_ X 4 CD a 4 CD O CO O CD 0 cc CD O X 4 CD 0 X CO O CD O X CD O CD 0 >C CD 0 X * Co O 4 Ca 0 4 CD O CD O CO O X * CD O X .4- CD O sr CO 4- CO O X 4 CO 0 CO 0 X SMOKE VENT f(TIP.) J EXIT EXIT SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing 4t Gas Piping City of Tukwila B1 PI FW -.113 DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2013 • 1)6 City 0 BUILDIN NORTH REVISIONS h!n rF+nnc,Ir,,rl ch^ry h., made to the scope of toric without prior approve' of Tu1o,vila Building Division.. I 1 f '.77:: . 'v sion3 will require a new Wan submittal ! c:;; .1 may include additional plan review fo;. j VICINITY MAP FILE COPY Permit No. �a- l review approval is subject to errors and omissions. kr;;:ro al of construction documents does not au fic;'i fs th v;o' ;tion of any adopted code or ordinance. Receipt of a 'proved Field Copy and conditims is acknowledg d: By Date: City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 0 8 2013 PERMIT CENTER 3ORRECTM 1:)1 021 LTR�t � � '` 1 3/4" ti ROW a,► 318,��.P3 �- SPACER( '10 , B crs 0/ � �1�) to _c, .; ,`,r�'�• 1)4 6'1 10 4 0 • \ \ \ f,. F� co co \ BOTH SIDES TYP. 1/8 / 5" 1i► / / �o t Nt I t=0.06 I » 1 1 7 IF �1� t . x f A f TYP 1/8'1 \ I I 1 /4yla 41 2 3/4" al /8N _Ada AFE t=.06" (1 000 SEC. A -A q�l� 3„ �� ( J I 1°8 0 I \ % TM i s' r, r / - ---- a. ° da.•a• G '' ° a r ,1 • e a, a TYP �� r P7 t=.09 . a; ° •A' • 8.' M I / c I- 9a d ---- .-- J °' \ n ti _ —�—_-- t=3/8" , °d a :1; cp li 6" : . —.— — — — - I 11 I 7 3/4"------- O SEC. B -B 7/16"0 RIVET 1 (2)-1/2"0 3 ANCHOR BOLTS PER BASE PLATE 1/4" EMB., (SEE NOTE NO. 6) ASTM A576 -90B HOT—WROUGHT UNS G10100 GRADE C-1010 t=3/16" -"3_ BASE PLATE DETAIL BRACING DETAIL (2j 3 PIN CONNECTION 3 1 0 0 I 0 4 ° o REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2013 City of Tukwila BUILDING DIVISION ki ' 4 4 4 4 1 4 4 0 0 0 0 ►'•• 4:/ 40/ 4Qr oag4Q 4Q, 00Q 0Q 0Q 4Q 0Q 0 4Q 4 0Q 4QQ Qr Or 0' Q Q o 0 0 0 4 4 I ( o00 4 4 0 °Q 40 ► 4QQ 4Q 0QQ Q Q Q 0 00 GENERAL CONFIGURATION • 106" 106" 44" 44" 44" ROTES: 1—DESIGN OF STEEL STORAGE RACKS AND CALCULATIONS ARE IN COMPLIANCE OF THE INTERNATIONAL BUILDING CODE 2 -STEEL FOR ALL SHAPES FY=55 KSI. 3—NO HELD WELDING IN THIS PROJECT OF THE APPROVED FABRICATOR #00777 4 -ALL ANCHORS HILTI KWIK BOLT—TZ SPECIAL INSPECTION IS REQUIRED 5—CONCRETE SLAB 6" THICK 2500 PSI. 6—STORAGE RACK CAPACITY 3500 #/ 7—RACK INSTALLATIONS SHALL DISPLAY A OFPERMANENTSIGN OF 50EVEL) SQ RE TH�� 8—STORAGE RACKS SHALL BE INSTALLED VERTICAL OF 1 /2" IN 10'—O" OF HEIGHT 9—THE CLEAR SPACE BELOW SPRINKLERS BETWEEN THE TOP OF THE STORAGE 10—STORAGE RACK AREA NOT OPEN TO b I .•,, .... 0 AS SHOWN BY THESE DRAWINGS WITH THE REQUIREMENTS 2009 EDITION, SECTION 2208 ASTM A1011 GR.55 (EXCEPT AS NOTED) ALL WELDED CONSTRUCTION IN THE SHOP (E70XX ELECTRODES) ESR -1917 SOIL BEARING CAPACITY 1000 PSF LEVEL IN ONE OR MORE CONSPICUOUS LOCATIONS INCHES IN AREA, SHOWING THE CAPACITY WITH A MAXIMUM TOLERANCE FROM THE SHALL BE A MINIMUM OF 18 INCHES AND THE CEILING SPRINKLER DEFLECTOR. PUBLIC, EMPLOYEE ACCESS ONLY RECEIVED CITY O F T l i K IN I �„ 4 JAN 1 2013 1 PERMIT CEiv I :: ® I I 1 \ \ T 0 3r T Q .• .' rz to gt• co — r IC SPECIAL INSPECTION FOR STORAGE RACKS (OVER 8 FEET) JI e NI - Periodic special inspection is required during the floors 8 feet anchorage of access and storage racks - I i 3 r 3 \\<° or greater in height in structures assigned to cm ocv N in NLO Seismic Design Category D, E or F. IBC 1707.5 and 'd TABLE 1704.4 (4) Inspection of anchors installed �I in hardened -�IN concrete. r \\</r � cOo ¢ tn CV in � RACK DESIGN AND ENGINEERING � � �r ,.,..R- 0,,,,,v.��,i' 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 - � SCALE: NONE - DRAWN BY: ..,0_S�,U jj 1 - - , 1 4.. ,: , DATE: 1-8-13 it r 93.0 , w �A ItCI j Eiw y 4. PROJECT: SPECIALTY WAREHOUSE LTD. 530 ANDOVER PARK WEST, TUKWILA, WA. 98188 TYPE "A " TYPE "B„ SIDE VIEW ' °N EXPIRES 12-26-13 STORAGE RACK DETAILS JOB N0. RD -16481 SHEET N0.