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Home My WebLink AboutPermit D18-0320 - SHAW INDUSTRIES - STORAGE RACKSSHAW INDUSTRIES 17620 WEST VALLEY HWY D18-0320 Parcel No: Address: City of Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2523049017 Permit Number: 17620 WEST VALLEY HWY Issue Date: Permit Expires On: Project Name: SHAW INDUSTRIES INC D18-0320 1/24/2019 7/23/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TERRENO 17600 WVH LLC 101 MONTGOMERY ST #200 , SAN FRANCISCO, SC, 94104 THOMAS BOROWSKI 355 WOODRUFF RD , GREENVILLE, SC, 29607 STRAIGHT LINE ERECTORS INC 100 W HARRISON ST TOWER S 500, SEATTLE, WA, 98119 STRAILE930MS Phone: (864) 205-2436 Phone: Expiration Date: DESCRIPTION OF WORK: INSTALLATION OF PALLET RACK Project Valuation: $14,910.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $691.33 Occupancy per IBC: Water District: RENTON Sewer District: RENTON Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: I hearby 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: S J Date: I "v-/ Cj This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector 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. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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 of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 9: 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) 10: 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) 12: Maintain fire extinguisher coverage throughout. 15: 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 #2437) 14: 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 #2437) (IFC 901.2) 16: 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) 17: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1) 18: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httu://www.TukwilaWA.gov Building Permit No. p(67 . Project No. Date Application Accepted: Date Application Expires: 9' (For office u e 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: Tenant Name: I -U2.0 teles+ ✓k( ley Pa f /-a. y PROPERTY OWNER Name:_I L (eke, CorY, L Address: 8 2% A/iitk4 (ly Null`- Pr:;,,es S E State: Zip: i) 3 City: DIY CONTACT PERSON - person receiving all project communication Name: �1j ►'Lo1"lci.S f awSk..7t Address: 3ST: 11/ov�rk f KC' City: wll a State: SC_ Zip: 27607 Phone: g6.P^Z46.. , 24 36 Fax: 6Y -23Y -'1860 Email: .1'400t0w.04.; C'z ell 4PN:t•caul GENERAL CONTRACTOR INFORMATION Company Name: Address: Address: 2-Sos.7hirel Ave, Ste. 32`/ City: oIy,r, 4 State: LvA Zip: in 2,1 Phone:206_ 72.0_ 70z) 1 Fax: City: State: City: /14Adio ...1Arf State: t'l Zip: Phone: Fax: Email: al e Orsho•4,kel''gLL&'</„eellAq•Ca'1 Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes jz..No ARCHITECT OF RECORD Company Name: era (Arcii;}NGf3. Architect Name: Te_.„,,, ,/1 qc1)e y Address: 2-Sos.7hirel Ave, Ste. 32`/ City: oIy,r, 4 State: LvA Zip: in 2,1 Phone:206_ 72.0_ 70z) 1 Fax: Email: 'eSsic4 e ereL44ectit 1-etfS . (0/1 ENGINEER OF RECORD Name: Company Name: Store City: State: Zip: Engineer Name: i/_F Address: �31y 2- A/'oyc? i(2.1i--41I City: /14Adio ...1Arf State: t'l Zip: C `/26ed' Phone:gyg, 887_swoFax: Email: al e Orsho•4,kel''gLL&'</„eellAq•Ca'1 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 4 /'i ?/v. c%)100 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): ;47,,sht14.146-, o f Ric Ile r t C k. Will there be new rack storage? 7 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 dw lling, provide the following: Lots Floor area of principal dwelling: Floor area of accessory dwelling: *Pr e d c ntation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Compact: Handicap: 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: gr Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No 1f `yes', attach list of materials and storage locations on a separate 8-1/2" x I1 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On- a Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health DiWtrtthe I-1:\Applications\Forms-Applications On Linc\201 I ApplicationsTermit Application Revised - 8-9-1 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 1St 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 dw lling, provide the following: Lots Floor area of principal dwelling: Floor area of accessory dwelling: *Pr e d c ntation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Compact: Handicap: 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: gr Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No 1f `yes', attach list of materials and storage locations on a separate 8-1/2" x I1 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On- a Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health DiWtrtthe I-1:\Applications\Forms-Applications On Linc\201 I ApplicationsTermit Application Revised - 8-9-1 I .docx Revised: August 2011 bh Page 2 of 4 \ft.,/ PUBLIC, WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District O ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑ ... Valley View ❑ ... Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank 0 .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut 0 .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... " WO # ❑ ...Temporary Water Meter Size .. II WO # ❑ ...Water Only Meter Size " WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \201 I ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 0 0 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 � RIZ D AGENT: Signature: Print Name: '1-4145 1--S1 Mailing Address: 3s' L/ L- ' /4 H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Date: erhYI(d' Day Telephone: g6'/ 2o5 -2-4 36 (s✓'ePil yr 1 if S C 29607 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $436.56 D18-0320 Address: 17620 WEST VALLEY HWY Apn: 2523049017 $436.56 DEVELOPMENT $416.96 PERMIT FEE R000.322.100.00.00 0.00 $391.96 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $19.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16620 R000.322.900.04.00 0.00 $19.60 $436.56 Date Paid: Thursday, January 24, 2019 Paid By: ENGINEERED PRODUCTS,LLC Pay Method: CHECK 1141 Printed: Thursday, January 24, 2019 11:44 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY D18-0320 Address: 17620 WEST VALLEY HWY Apn: 2523049017 PAID $254.77 $254.77 $254.77 $254.77 $254.77 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15618 R000.345.830.00.00 0.00 Date Paid: Monday, October 15, 2018 Paid By: ENGINEERED PRODUCTS Pay Method: CHECK 1137 Printed: Monday, October 15, 2018 10:59 AM 1 of 1 SYSTEMS I 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit M—g3zzo PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr},�y/✓Ulii Vl es Typeof ins e tion: u �d f ) Address: 7/ 75s// Ol oZO eel (/` " ` ' ate Called: S pectaIInstructions: DaAanted: W - /5-- Zo/ Requester: Phone No: Approved per applicable codes. 0Corrections required prior to approval. COMMENTS: 4 Jc(o(S —CD lc. - 4aset- FD Inspector: IDate2 REINSPECTION FEE REQUIRED. Prior to next inspe/tion. a must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. THE FIRE PROTECTION INTERNATIONAL CONSORTIUM, INC. FIRE PROTECTION - LIFE SAFETY - CODE CONSULTING SECURITY - PERFORMANCE BASED DESIGN http://www.the-fpi.com November 30, 2018 Thomas Borowski Project Manager Engineered Products PO Box 6767 Greenville, SC 29606 Fi RF: Fire Protection Const sting Sery ces High Piled Storage Technical Report Shaw Spectra TI 17620 West Valley Hwy Tukwila, WA Dear Mr. Borowski: REVIEWED FOR CODE COMPLIANCE APPROVED JAN 15 2019 City of Tukwila BUILDING DIVISION CORRECTION LT► # In response to your request we have reviewed the proposed storage arrangement, protection systems, and commodities to be stored in the above facility. This review is based on the requirements of the 2015 International Fire Code and NFPA 13, 2016 edition as adopted by the State of Washington and City of Tukwila and is in response to the following plan review comment: 1KF 1)E I'ARi MENT:.'d Mefzkr at 206-97i-8718 it,on have questions regarding thew cammenfc. « Due to the centric, nature of the. manner of rack .tarage anti the types of emmnattltneint ehed, pruttde a techmeaf tc-xtt iiom a State of ti a h:ngan Inensod Estt Drotc'ctt..a l:n_tsteer :..4Ere..m7 the reyuneJ fire prnteiuon per NI I'A 1 and i Itgh-I'deJ (bmhu-uhk'storage requirement, of intern:ruonat 1 tie (axle ('hapten 12 RECEIVED CITY OF TUKWILA DEC 0 6 2018 Shaw/Spectra occupies this space in this existing warehouse. The tenant space is frAMIT CENTER including 13,875sf of warehouse space and 5,622sf of office. The roof/ceiling height is 28"-0" at the peak and 26'-0" at the rower eave. Maximum storage height will be 21' — 7 3/m" Qn the new multiple row (plash back) racks - International Region Gerald Schultz, P.E. P-630-985-3106 j. schultz@the-fpi.com West Region Carl Anderson, P.E. P-360-878-9267 c.anderson@the-fpi.com 1)18- nolo Central/East Region Gerald Schultz, P.E. P-630-985-3106 j.schultz@the-fpi.com The Fire Protection International Consortium, Inc. November 30, 2018 The building is an S -1/B occupancy and is considered MB construction. The space is currently used for high piled storage. Two sections of existing rack are being removed and replaced with new multiple row rack to improve efficiency. Existing Sprinklers: The building is protected by an existing wet pipe fire sprinkler system. The risers for the overhead and the existing in -rack sprinklers are located along the north wall at approximately grid line A 7.5 on the Engineered Products drawings. The existing risers are equipped with existing water flow and tamper switches and exterior water motor gong. Outside the north wall across the fire Zane/access driveway are an existing PIV with tamper switch and existing FDC (downturned Storz). Fire Alarm: The existing fire alarm consists of monitored water flow and tamper switches, manual pull stations at exit doors and horn/strobes at the roof/ceiling. No modifications to the existing system are necessary based on the new proposed racks. Commodities: Based on the information provided for our review, the products proposed for storage include hardwood flooring in cardboard cartons, carpet tile with polyurethane backing, and Vinyl Composite Tile. The worst-case commodity classification will be the carpet tile classified as a Group A plastic. The carpet tile will be stored cartoned (in cardboard cartons); therefore, the commodity class will be cartoned, unexpanded Group A plastic for the purposes of this report. Commodities are not encapsulated. Shaw/Spectra TI 17620 West Valley Hwy Tukwila, WA 2 The Fire Protection International Consortium, Inc. November 30, 2018 Racks: The materials will be stored on multiple row racks with no solid shelves to a maximum height of 21' — 7 3/16" per the drawings provided by Engineered Products. Aisles between the racks exceed 8 feet in width. The are 4 tiers of storage in the racks. Flues: Racks will need to have minimum 6 -inch transverse flue spaces at rack uprights and between loads per CFC Tele 320.8.3 OpXiorl 1. No lon.gitplippi Nes we.fegglfed. The push back racks use a rail and cart system. The rails and carts are open framed and do not create solid shelves. With typical pallets on the rails/carts the required flues can be left open. Shelves: No shelf storage is proposed. Fire Sprinkler Desiqn Criteria — New Racks: 1) 21' — 7 3/16" storage height proposed 2) Height to underside of roof/ceiling is over 25ft but less than 30ft 3) Multiple Row Rack 4) No solid shelves Shaw/Spectra TI 3 17620 West Valley Hwy Tukwila, WA The Fire Protection International Consortium, Inc. November 30, 2018 5) Cartoned, unexpanded Group A plastic commodity 6) Aisles exceed 8ft in width Per NFPA 13, Section 17.2.1.2.1 use Figure 17.2.1.2.1(e) for required design criteria. From Figure 17.2.1.2.1(e), a minimum of 0.30gpm/2,000sf is required at the roof system plus two levels of in -rack sprinklers following the pattern in the figure. A minimum of 18" clearance is required between top of storage and fire sprinkler deflectors at the roof. Actual clearance is 36" or more and is therefore acceptable. Smoke and Heat Removal: With a high piled storage area of 13,875sf and a maximum roof height of 26ft the required smoke vent area is 13,875 x 26/9000= 40sf. There are 6 existing 4'x8' smoke vents in the space, 5 of which are over the high piled storage area. 5 vents x 32sf each = 160sf. Therefore, the required vent area is provided. Curtain boards are not required per Chapter 32 of the IFC. Access: This is an existing, warehouse with an existing, fire lane looping the building. No additional fire apparatus access is required based on installation of the proposed new racks. Fire fighter access doors are required per IFC Chapter 32, Section 3206.1.1. The east and west walls are interior tenant walls, no access doors required. The north wall into the high piled storage area is 120ft long with two existing doors spaced at 91ft in accordance with 3206.1.1. The south wall into the existing high piled storage area is 60ft long and has ,one existing swinging door which opens into a short interior hallway with a door into the storage area. In accordance with the exception to 3206.1.1 this is acceptable. If more information is needed, please do not hesitate to contact me. Sincerely, Carl Anderson, PE The Fire Protection International Consortium, Inc. Shaw/Spectra TI l r'/6 /,�mr I 0 17620 West Valley Hwy Tukwila, WA Qctaber 3.1:, 2018 City of Tukwila Department of Community Development THOMAS BOROWSKI 355 WOODRUFF RD QREENVILLE, SC 2907 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0320 SHAW INDUSTRIES INC - 17620 WEST VALLEY PARKWAY Dear THOMAS BOROWSKI, Allan Ekberg, Mayor Jack Pace, Director 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 following departments: FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Due to the complex nature of this manner of rack storage and the types of commodities involved, provide a technical report from a State of Washington licensed Fire Protection Engineer addressing the required fire protection per NFPA 13 and High -Piled Combustible Storage requirements of International Fire Code Chapter 32. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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. Sincerely, Bill Rambo Permit Technician File No. D18-0320 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Firwitaigst Telephone 215-855-8713 SHEET 1 OF 23 FAX 215-855-8714 GARY K. MUNKELT & ASSOCIATES, LLC Consulting Engineers Precast Concrete, Structural, Civil 1180 Welsh Road, Suite 190 North Wales, PA 19454 R PROJECT: DESIGN PUSHBACK RACKING CLIENT: ENGINEERED PRODUCTS LLC GREENVILLE, SC PROJECT: SHAW INDUSTRIES TUKWILA, WA Title Reference Data Pushback Racking Calculations Appendix A - Drawings EVIEV .:..•�y ._.,-AvCE APPROVi2D JAN152019 City of Tukwila BUILDING DIVISION mt( Mcl y A(<1 • �c C TABLE OF CONTENTS GKM Project #180905 48C:36 RECEIVED CITY OF TUKWILA Sheet 2-6 7-23 zi cg Dated: 09/11/18 PERMIT CENTER CALC BY: (SPA- CHECK BY: SHEET NO. ). OF J DATE: 7/11A D REV: PROJECT: Reference Data Scope of Work 1.) Scope: This calculation reviews the installation of the pallet racks shown on drawing G1282 for structural adequacy. The sealing of the drawings is for the structural review of the new rack components only. All other information is not reviewed, nor approved by GKM & Associates. All racks are checked as free standing structures anchored to existing floor slab. Existing concrete slab to be reviewed by others. Existing concrete slab assumed to have the following properties for determining anchoring requirements: fc = 4000 psi minimum compressive strength Thickness = 6 in. minimum 2.) Analysis: Members are designed using LRFD & the direct analysis method. Seismic forces are computed using the equivalent lateral force method in accordance with RMI at a period computed using FEMA 460. Second order effects are considered by adding a stability moment demand to the column check for dead + live Toad & dead, live & seismic loading conditions. 3.) Codes: 2015 International Building Code ASCE/ANSI 7 AISI/ANSI S100 RMI/ANSI MH16.1 FEMA 460 4.) Drawings: Drawing Number 1 Sheet [ Rev ( Description G1282 T - Title Page G1282 OA - New Layout G1282 1 - Elevation & Details GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 CALC BY: 6. A CHECK BY: SHEET NO. 3 OF 3 DATE: REV: PROJECT: Reference Data Seismic Considerations: Based on International Building Code & ASCE 7 - referencing RMI - MHI16.1 Base Shear: V=CSW Within the constraints: 0.044SDSIE W < V = SD RTW < S° R W Using USGS Earthquake Hazards Program for the project site the seismic coefficients are: Ss = 143.1%g S1 = 53.3%g For Default Soils: Fa = 1.00 F„= 1.50 Sms = 1.431 Sm1 = 0.800 SDS = 0.954 SDI = 0.533 R = 6 (Moment Frames - Down -Aisle Direction) R = 4 (Braced Frames - Cross -Aisle Direction) T = Structure Period (sec) - (T may be determined by any rational method) W = Rack + (2/3)Contents per ASCE 7 & RMI MH16.1 0.042W < VL = 0.089 W / T < 0.159W 0.042W < VL = 0.133 W / T < 0.239W Using Default Maximums: CS = 0.159 - Down -Aisle Cs = 0.239 - Cross -Aisle GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 J CALC BY: 6fit CHECK BY: SHEET NO. `' OF 7-3 DATE: REV: PROJECT: Reference Data Second Order Effects For Notional Load Analysis Total Column Deflection Elastic Column Deformation + Rigid Body Rotation Primary Notional Moment (base fixity assumption verified below): H Mprimary = r!p 2 Deflection: H3 H2 A — _ .17P 12E1 + 2K9 Second Order Notional Moment: Pa i P2 H3 H2 Mp—a = 2 2 12E1 21 � e Define: MN% H 1 s= = PH Mprimary 12E1e + 2Kg 1 To acceptable accuracy: With: 2020 �` PH Mnotionai = Mprimary 1 + L Si =n— 1 -FI Si i=1 i=1 comprised of the beam end stiffness in series with the connector stiffness yielding: 1 —1 Ktheta — ((Kbeam) + (K0J) 6E1 Kbeam = Lbeam from tests or published literature. GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 J CALC BY: V/ CHECK BY: SHEET NO. OF 2-3 DATE: REV: PROJ ECT: Reference Data Beams Refer to elevation drawings for pallet load and number of pallets per beam level. Beams are designed for 25% impact for one pallet: 2 -Pallet Wide Loading rL L/2 L/2 f W/8 ccFmtaa Impact Load t�Full Vertical � Load 19W/32 19L/40 fReactions 17W/32. Shear Moment 3-61W I M "'"— 2S60 GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 CALC BY: PjI A CHECK BY: SHEET NO. 6 OF 2-3 DATE: REV: PROJECT: Reference Data Longitudinal Seismic Determine Period - FEMA 460 Appendix A N 2 T1 = 2n. Wip� 9(NC(,e)+Nb(kc+kb)) For a rack with a constant load per level and spacing between beams: N = number of levels Wpi =W h = spacing between levels If the height of the pallet is conservatively ignored, then: h.pi = ih And recalling that: �N 1 i2 = 6 (N) (N + 1) (2N + 1) Simplifies the basic equation to the following expression: T1=2n NW h2 ((N)(N+1)(2N+1)j t 6 rr kckbe kckbe Nc\kc+kb) Nblkc+kbQ�� For a long row of rack, the interior posts dominate the response: Nc=2N Nb=1 And using the FEMA 460 (and RMI) assumption: k=b=k� 2 Allows a further simplification to: T1 = 2 W h2N2 (N+1)(2N+1) 12gkc(N(1 kc4 kkb+ei lkb kcQ/) GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 J CALC BY: CHECK BY: SHEET NO. 7 OF 2 3 DATE: REV: PROJECT: Calculations for Pushback Racks Upright Description 1.) Typical Racking Component Geometry 2.) Sections: 00• r 4-4(44 _ tie i iihm. J. CMPET 711E 27•/40• (/ i�#- Fl.RT �Ar OfiAL7Nu 7;;; REINS JttP) 1 _ 2.500 100 MAX •.q..■.ii �. kmvA L(5) 7"X7'Xi(- BAWIE set( (m) Pr rAIN rrii v- ` tt 4� y 1 r71c (ice) is FA .. ... X M ,"'.". CL rr 5 j', e'..- .o r () ..........--------- 111 4 r s lei. xAmmo n' i 1 w�pI 1zC[ 4— :: i>, CP f' I 1 T 1 2.) Sections: 00• r 4-4(44 _ a kvA i iihm. J. (/ i�#- Fl.RT �Ar OfiAL7Nu 7;;; REINS JttP) ////// II ! •.q..■.ii ;Will kmvA L(5) 7"X7'Xi(- BAWIE set( (m) Pr rAIN rrii 112 1 r71c (ice) is FA r () ..........--------- 111 4 xAmmo n' i 1 w�pI f' I 1 T • Rack components are manufactured with hot -rolled steel sections by • Interior post sections are C4X4.5 double posted up to level 3. • Front and rear post sections are unreinforced C4X4.5. • Horizontal braces are L2x2x0.1875 spaced at 6"-32"-32"-36"-36"-36"-36". • Diagonal braces are 2"x1/4" flat bar. Engineered Products • Interior Beam sections are C6X8.2 with cross beams spaced no greater than 50". • Front and rear beam sections are C5X6.7 with cross beams spaced no greater than 50". GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 CALC BY: CHECK BY: SHEET NO. g OF 3 DATE: REV: PROJECT: Calculations for Pushback Racks Beams 1.) C6X8.2 beam - 2 pallet wide W = Load per beam = 5200 Ib L = Length of beam = 132 in Mu =(a361 WL) / 2560= 135.51 k -in ; a = 1.4 Load factor per RMI A = (5WL3) / (384E1) = 0.410 in , 1= 13.1 in4 C6X8.2 ; Fy = 50 ksi ; Lb = 50 in ; Z = 5.16 in3 (I)Mn = 194.40 k -in L / 180 = 0.733 in > Mu - OK > L - OK NOTE - Beam end fixity not included in above formula, actual deflection will be less than shown 2.) C5X6.7 beam - 2 pallet wide W = Load per beam = 3200 Ib L = Length of beam = 132 in Mu =(a361 WL) / 2560= 83.39 k -in ; a = 1.4 Load factor per RMI A = (5WL3) / (384E1) = 0.442 in ; I = 7.48 in4 C5X6.7 ; Fy = 50 ksi ; Lb = 50 in ; Z = 0 in3 cDMn = 132.78 k -in L/180= 0.733 in > Mu - OK > A - OK NOTE - Beam end fixity not included in above formula, actual deflection will be Tess than shown GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 J CALC BY: CHECK BY: SHEET NO. 9 OF 2 3 DATE: REV: PROJECT: Calculation for Pushback Rack (Interior Posts) Loads 1.) Product: Refer to elevation drawings and product Toad summary for weight of product at each level. Beams are designed for 25% impact on one pallet. Product Load Summary Beam Level Product Load (lb/beam) 1 5200max 2600min 5200ave 2 5200max 2600min 5200ave 3 5200max 2600min 5200ave 4 5200max 2600min 5200ave 2.) Mezzanine: Does Not Apply - No Mezzanine Supported by Racking 3.) Roof: Does Not Apply - No Roof Supported by Racking GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 CALC BY: CHECK BY: SHEET NO. /0 OF 2 3 DATE: REV: PROJECT: Gravity Loads Calculation for Pushback Rack (Interior Posts) 1.) Post Properties at Critical Sections: Level 1 Level 2 2.) Stability: - (2) C4X4.5 Anet = 2.48 in2 Zx = 4.24 in3 rx= 1.63 in ry= 1.18 in Fy = 50.0 ksi Ly= 15.0 in Lx= 15.0 in - (2) C4X4.5 Anet = 2.48 in2 Zx=4.24in3 rx= 1.63 in ry= 1.18 in Fy = 50.0 ksi Ly= 36.0 in Lx = 66.0 in KLy/ry = 12.7 KLx/rx = 9.2 Capacities: Fe = 257.3 ksi Fn= 46.1 ksi CDP„ = 102.8 k OM„ = 191 k -in KLy/ry = 30.5 KLx/rx = 40.5 Capacities: Fe = 79.8 ksi F„= 38.5 ksi CDP„=85.8k CDM„ = 191 k -in Kconn = 3000 k-in/rad (reduced for direct analysis) 'beam = 13.10 in4 Lbeam = 132 in Kbeam = 17268 k-in/rad Ktheta = 2556 k-in/rad (AISC 360 @ 15in unbraced) (AISC 360 @ 36in unbraced) GARY K. MUNKELT & ASSOC. Structural Engineers Fax 215-855-8714 1 CALC BY: CHECK BY: SHEET NO. i ( OF 2-3 DATE: REV: PROJECT: 3.) Demands: Calculation for Pushback Rack (interior Posts) Level 1 Demands n = 0.005 Pu = 29.4 k - using 1.4 Load Factor on Product H = 15.0 in s = 0.093 (ratio of primary to secondary notional moment) Mu,base = 1.22 k -in Mimi = 1.18 k -in Level 2 Demands n = 0.005 P„ = 22.0 k - using 1.4 Load Factor on Product H = 66.0 in s = 0.342 (ratio of primary to secondary notional moment) Mu = 5.71 k -in Mn0 = 5.56 k -in 4.) Post Combined Stress: P + M < 1.0 (conservatively ignore 8/9 reduction on M / cOMx) claPn cpMx Base Section Combined Stress (29.4)/(102.8)+(1.22)/(190.8)=0.29<1.0 - OK Level 2 Combined Stress (22)/(85.8)+(5.71)/(190.8)=0.29<1.0 - OK 5.) Base Plate: B = 4.00 in fcl = 4.00 ksi , N=4.50 in ; L= 0.35 in ; Fy = 36 ksi ePp = (0.6)(0.85) fc' = 2.04 ksi x = Pu / [(ePp)(B)l = 3.60 in e= N/2 -x/2= 0.45 in - conc. brg. capacity Mr,base = e(Pu)= 13.21 k -in > Mu,base - No tension in anchors Mum! = (ePp) (L2/ 2) = 0.12 k-in/in Sp1= t2/6 tmin = 0.152 in - Minimum Required Base Plate Thickness GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 1 CALC BY: CHECK BY: SHEET NO. 1). OF 2 3 DATE: REV: PROJECT: Calculation for Pushback Rack (Interior Posts) Longitudinal Seismic 1.) Base Shear: Use Vbase = 0.042 W < 0.089 W / T < 0.159 W = 0.081 (14136 Ib) =1142 Ib 2.) Design Forces: (1.2+0.2Sds)DL + (1.2+0.2Sds)0.7PL + pEQ Level 1 Design Forces P=20.5k h= 15.00 in V = 1142 Ib - seismic load M„ot = 1.18 k -in - moment from notional load M = M„1+ (h)(V) / 2 = 9.75 k -in (Governs) OR (2)Mnot + (h)(V) - 0.99P = -0.83 k -in Level 2 Desicn Forces P = 15.4 k h = 66.00 in V = 1055 Ib - seismic Toad Mnot = 5.56 k -in - moment from notional Toad M = Mnot + (h)(V) / 2 = 40.38 k -in 3.) Post Combined Stresses: P + M < 1.0 cpPn cbMx Base Section Combined Stress (20.5) / (102.8) + (9.75) / (190.8) = 0.25 < 1.0 - OK Level 2 Combined Stress (15.4)/(85.8)+(40.38)/(190.8)=0.39<1.0 - OK GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 1 CALC BY: CHECK BY: SHEET NO. 3 OF 2 3 DATE: REV: PROJECT: Calculation for Pushback Rack (Interior Posts) 4.) Beam Connections: (Mu. - Notional column demands not carried to connector) Mconni = Mconn2 = Mconn3 = Mave = (11421b)(15in) / 2 = (10551b) (66in) / 2 = (8331b) (66in) / 2 = (Mconn2 + Mconna) / 2 4a.) Clip: be = 1.71875 in tc = 0.164 in F,, = 36 ksi Map = 3.56 k -in y,=lin db=6in Y2 = 1 in C = 9.14 k = 8.28 k 8.6 k -in 34.8 k -in 27.5 k -in 31.2 k -in do = 2.75 in Sc = 0.110 in^3 bf= 1.92 in 4b.) Bolts: t = 0.125 in - post thickness a = 0.5 in - bearing width of bolt on post n = 2 - number of bolts L = 8 in - depth of end connector d = 0.66 in - depth of conn. compression zone Fu = 65 ksi - ultimate strength of post NPn = 0.75*min[(2.4dtF„),(1.21ctF„),(FnVAb)] 7.31 k P = min(P1 ,13)13n) = 7.31 k Ix = 1.446 in - mom. of inertia of brg. areas on post cDMn = [(P)(Ix) / [(c)(t)(a)] = 37.9 k -in > Mu - OK - strength of bolt 4c.) Welds: dW = 5.5 in - depth of beam (weld full length) bW = 1.875 in - length of weld on flange tW = 0.125 in - thickness of weld SW = 15.35 inA3 - section modulus of weld as line FW = 70 ksi - ultimate strength of beam cOMn = 0.75(0.707tw)(SW)(0.6F,H) = 42.7 k -in > Mu - OK GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 CALC BY: CHECK BY: SHEET NO. 1 ! OF 3 DATE: REV: PROJECT: Loads 1.) Product: Calculations for Pushback Rack (Front & Rear Posts) Refer to elevation drawings and product Toad summary for weight of product at each level. Beams are designed for 25% impact on one pallet. Product Load Summary Beam Level Product Load (lb/beam) 1 3200max 2600min 3200ave 2 3200max 2600min 3200ave 3 3200max 2600min 3200ave 4 3200max 2600min 3200ave 2.) Mezzanine: Does Not Apply - No Mezzanine Supported by Racking 3.) Roof: Does Not Apply - No Roof Supported by Racking GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 J CALC BY: CHECK BY: SHEET NO. 15 OF P- 3 DATE: REV: PROJECT: Gravity Loads Calculations for Pushback Rack (Front & Rear Posts) 1.) Post Properties at Critical Sections: Level 1 Level 2 2.) Stability: - (1) C4X4.5 Anet = 1.24 in2 ZX = 2.12 in3 rX= 1.63 in Ty = 0.46 in Fy = 50.0 ksi Ly= 15.0 in Lx= 15.0 in - (1) C4X4.5 Anet = 1.24 in2 ZX = 2.12 in3 rX=1.63in ry = 0.46 in Fy = 50.0 ksi Ly = 36.0 in LX=66.Oin KLy/ry = 32.8 KL,X/rx = 9.2 Capacities: Fe = 257.3 ksi F„= 46.1 ksi (I)Pn = 51.4 k cM„ = 95 k -in KLy/ry = 78.8 KLX/r, = 40.5 Capacities: Fe = 46.1 ksi Fn= 31.8 ksi cl)P„ = 35.4 k srP,M„ = 87 k -in Kcom, = 3000 k-in/rad (reduced for direct analysis) (beam = 7.48 in4 I-beam = 132 in Kbeam = 9860 k-in/rad Ktheta = 2300 k-in/rad (AISC 360 @ 15in unbraced) (AISC 360 @ 36in unbraced) GARY K. MUNKELT & ASSOC. Structural Engineers Fax 215-855-8714 1 CALC BY: CHECK BY: SHEET NO. 16 OF 23 DATE: REV: PROJECT: Calculations for Pushback Rack (Front & Rear Posts) 3.) Demands: Level 1 Demands n = 0.005 = 18.2 k - using 1.4 Load Factor on Product H= 15.0 in s = 0.067 (ratio of primary to secondary notional moment) Mu,base = 0.73 k -in Mn01 = 0.71 k -in Level 2 Demands n = 0.005 P„ = 13.6 k - using 1.4 Load Factor on Product H = 66.0 in s = 0.265 (ratio of primary to secondary notional moment) M„ = 3.11 k -in Mnot = 3.03 k -in 4.) Post Combined Stress: P + M < 1.0 (conservatively ignore 8/9 reduction on M / cpMx) cloPn cpMx Base Section Combined Stress (18.2)/(51.4)+(0.73)/(95.4)=0.36<1.0 - OK Level 2 Combined Stress (13.6)/(35.4)+(3.11)/(87.4)=0.42 <1.0 - OK 5.) Base Plate: B = 4.00 in ; N = 4.50 in fc' = 4.00 ksi ; L= 0.35 in ; Fy = 36 ksi 8Pp = (0.6)(0.85) fc' = 2.04 ksi x = P„ / I(8Pp)(B)l = 2.23 in e= N/2 -x/2= 1.14 in - conc. brg. capacity Mr.base = e(P„ )= 20.70 k -in > Mu,base - No tension in anchors mum! = (6Pp) (L212) = 0.12 k-in/in Sai= t2 /6 tmin = 0.152 in - Minimum Required Base Plate Thickness GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 CALC BY: CHECK BY: SHEET NO. I OF DATE: REV: PROJECT: Calculations for Pushback Rack (Front & Rear Posts) Longitudinal Seismic 1.) Base Shear: Use Vbase = 0.042 W < 0.089 W / T < 0.159 W = 0.099 (8776 Ib) = 866 Ib 2.) Design Forces: (1.2+0.2Sds)DL + (1.2+0.2Sds)0.7PL + pEQ Level 1 Design Forces P = 12.7 k h = 15.00 in V = 866 Ib - seismic Toad Moot = 0.71 k -in - moment from notional load M = M„ot + (h)(V) / 2 = 7.21 k -in (Governs) OR (2)Mnot + (h)(V) - 1.47P = -4.31 k -in Level 2 Design Forces P=9.6k h=66.00 in V = 801 Ib - seismic load M„ot = 3.03 k -in - moment from notional load M = Mnot + (h)(V) / 2 = 29.45 k -in 3.) Post Combined Stresses: P + M < 1.0 ccPn cpMx Base Section Combined Stress (12.7)/(51.4)+(7.21)/(95.4)=0.32 <1.0 - OK Level 2 Combined Stress (9.6) / (35.4) + (29.45) / (87.4) = 0.61 < 1.0 - OK GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 CALC BY: CHECK BY: SHEET NO. 1 g OF 2 3 DATE: REV: PROJECT: Calculations for Pushback Rack (Front & Rear Posts) 4.) Beam Connections: (Moon - Notional column demands not carried to connector) Mconnl = Mconn2 Mconn3 Mave (8661b)(15in) / 2 = (801 Ib) (66in) / 2 = (6321b) (66in) / 2 = (Mconn2 + Mconn3) / 2 4a.) Clip: be = 1.71875 in tc = 0.164 in Fy = 36 ksi Map = 3.56 k -in 111=1 in db= 5 in y2=1in C = 8.54 k P, = 8.54 k 4b.) Bolts: t = 0.125 in a = 0.5 in n= 1 L = 7 in d = 0.50 in F„ = 65 ksi 6.5 k -in 26.4 k -in 20.9 k -in 23.7 k -in d� = 2.75 in Sb = 0.110 inA3 bf = 1.52 in - post thickness - bearing width of bolt on post - number of bolts - depth of end connector - depth of conn. compression zone - ultimate strength of post cPPn = 0.75*min[(2.4dtF„),(1.2IctF„),(FnvAb)] 7.31 k P = min(P1, cDPn) = 7.31 k Ix = 0.886 in - mom. of inertia of brg. areas on post 0:0Mn = [(P)(Ix) / [(c)(t)(a)] = 28.6 k -in > Mu - OK 4c.) Welds: dw=4.5in bw = 1.75 in tw = 0.125 in - depth of beam (weld full length) - length of weld on flange - thickness of weld - strength of bolt Sw = 11.25 inA3 - section modulus of weld as line Fw = 70 ksi - ultimate strength of beam mMn = 0.75(0.707tw)(Sw)(0.6Fw) = 31.3 k -in > Mu - OK GARY K. MUNKELT & ASSOC. Structural Engineers Fax 215-855-8714 CALC BY: CHECK BY: SHEET NO. 1 CI OF 23 DATE: REV: PROJECT: Calculations for Pushback Racks Transverse Seismic: All Levels Loaded 1.) Base Shear: Use V = 0.042 W < 0.133 W / T < 0.239 W = 0.239 (20388 Ib) pV = 6321 ib 0.67pV = 4265 Ib Using 67% of Product Loaded 2.) Design Forces: i/7\ Peq/ I Peq 3.) Transverse Global Stability OTM = 744 k -in RM = 267 k -in Peq = (V) (h') / (d) d = 54 in. deep frame h' = 174 in. (based on triangular seismic load distribution per code) Axial Load: (1.2+0.2Sds)(DL + 0.7PL) + pEQ Peq = 20415 Ib Pmax = 20250 Ib Overturning Moment at Base: OTM = (4.265) (174) = 744 k -in at base Restoring Moment at Base: (0.9-0.2Sds)(DL + PL) + p*EQ (0.71)(DL + PL) + p*EQ (0.71)[(0.67)(Pmin)](d) (0.71)(69681b)(54in) = 267 k -in Uplift: Tu = (OTM - RM) / d = 8832 Ib tension in anchors 3.) Post Combined Stress P + M < 1.0 (conservatively ignore 8/9 reduction on M / c$)Mx) ccPn ctiMx Level 1 Combined Stress (40.9)/(102.8)+(1.18)/(190.8)=0.4<1.0 - OK Level 2 Combined Stress (33.8)/(85.8)+(5.56)/(190.8)=0.42<1.0 - OK GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 / CALC BY: CHECK BY: SHEET NO. 490 OF DATE: REV: PROJECT: Calculations for Pushback Racks Transverse Seismic: Top Level Loaded Only 1.) Base Shear: Use V = 0.042 W < 0.133 W / T < 0.239 W = 0.239 (5097 Ib) 0.67pV = 1580 lb 2.) Design Forces: V' A ► h' Peg1 3.) Transverse Stability OTM = 364 k -in RM = 100 k -in Peq Peq = (V) (h') / (d) d = 54 in. deep frame h' = 230 in. (based on triangular seismic load distribution per code) Overturning Moment at Base: OTM = (1.58) (230) = 364 k -in at base Restoring Moment at Base: (0.9-0.2Sds)(DL + PL) + p*EQ (0.71)(DL + PL) + p*EQ (0.71)(Pmin)(d) (0.71)(26001b)(54in) = 100 k -in Uplift: Tu = (OTM - RM) / d = 4886 Ib tension in anchors GARY K. MUNKELT & ASSOC. Structural Engineers Fax 215-855-8714 CALC BY: CHECK BY: SHEET NO. 1 OF 2. 3 DATE: REV: PROJECT: Calculations for Pushback Racks Bracing 1.) Design Forces for Upright Horizontal Bracing Ph = 6.32 k 2.) Design Forces for Upright Diagonal Bracing Pd = 6.32(90 / 54) = 10.54 k 3.) Horizontal Brace Capacity: 2" x 2" x 0.1875" angle for horizontal brace A=0.715in2 rx = 0.617 in 1= 54 in 11r= 87 4.) Diagonal Brace Capacity: 2"x0.25" Flat Bar A = 0.500 int rx = 0.072 in 5.) Weld Capacity: 3/16" Fillet weld x 2" tW = 0.188 in L = 2.000 in kI/r= 141 Fe = 14.33 ksi F, = 12.56 ksi WP„ = 8.08 k > Ph - OK Fy = 36.00 ksi mPe = 16.20 k >Pd - OK F)„, = 70.00 ksi F„ = 65.00 ksi 0Pe = 0.75(0.707tw)(1.5L)(0.6FW) = 12.53 k > Pd - OK GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 J CALC BY: CHECK BY: SHEET NO. �/- OF 2.3 DATE: REV: PROJECT: Calculations for Pushback Racks Anchorage Use 5/810 Wedge Anchors - Hilti Kwik Bolt TZ - ICC ESR -1917 d = 5/8 in - diameter of anchors hnom = 4.44 in - nominal embedment depth he = 4 in - effective embedment depth n = 4 - number of anchors spaced 6" x 7.625" Concrete Breakout Anc = 353.3 in2 Anc = 2.45 Anco = 144.0 in2 Anco fc' = 4000 psi kc = 17 Nb = 21,100 Ib Ca,min = 6 in Wed = 1.00 in OseisONcbg = 10,286 Ib 0=0.65 Oseis 0.75 Anchor Pullout n = 0.5 Np = 5,840 Ib Npn = 7,387 Ib/bolt OseisONpn = 3,601 Ib/bolt = = 0.65 Oseis= 0.75 14,405 Ib Steel Strength Nsa = 17,170 Ib/bolt ONsa = 12,878 Ib/bolt = 51,510 Ib 0=0.75 Factored uplift force for (4) 0.6250 anchors with 4" effective embedment and 6" x 7.625" spacing shall not exceed 102861b. Expected yield of base plate shall occur by a factored uplift force less than 102861b. GARY K. MUNKELT& ASSOC. Structural Engineers Fax 215-855-8714 J CALC BY: CHECK BY: SHEET NO. 23 OF 2 3 DATE: REV: PROJECT: CHE/< E4,5E YEL,0n.v £ ESr&N 6/15.E P 4T6 70 YYfw r -E PRE 'neWO ME/Peet/7% M,4x vPUP! PER AAA4cys/ s = 8832 (6 IS25)=. 1o0 a 14-•n L Pt.vE teacv�f�ATw� P�' ✓ CQ r 4'r4' j PER gm; 2 11 Fyz3Ck' nil Fr = 9500 /6-"/ >iflu. 2 --(Ye Ne4E: 2 = I.5S f D65'6' I /4AZHVR S F0,9 re Y(Ec p ENT = Fy = 11500 /4"*.1 IFp..)0000/4 ,41, % 4531 > 5,2 iJPL FT = 10,000 a6 Fc ,6n5E 1? YIFL01n/G pF SiGN .4ii effeip 5 l IO,oaor4 n 4-1e4 // GARYK. MUNKELT & ASSOC. Structural Engineers Fax 215-855-8714 z z 17600 W VALLEY HWY DESIGN PARAMETERS a z o E V 8 J gs < 5 8 Y a". a 6 F 6 1 6 z_ 9 9 s s A 1 11 194 be. b I el �;:� I.t� :I —1' r.M yx a (1-h— • _ .11_ l 011 v —r L rs s N Ai pF NI� EIS it IXSA SS AriN I! A-3 !11 1' A 1 ;11 r 44 1f7/yt N--\ m ti o� G � X Y. .Y 141hY1?lt4 WM. t'aset-' 7v6 Ur.% gig olE s 1I EIS s 14 rf ¢ pit Field Report Report #: 77816 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: Engineered Products Project Number: 19-093 1 PO Box 6767 Permit #: C -D18-0320 l Greenville, SC 29606 Project Name: Shaw Industries Contact: Thomas Borowski Address: City: 17620 West Valley Parkway Tukwila Inspection Performed: Proprietary Anchors Date: 2/8/2019 Time: Temperature: Verified anchors to be Hilti KB -TZ, 5/8"x10". Verified hole cleanliness and minimum embedment of 4-1/2". Torque was tested with calibrated wrench and was found meeting the 60 ft/lbs. requirement. All work was completed in conformance with manufacturer's recommendations, ESR #1917 and approved plans. (4) anchors per base plate inspected as noted on sheet 2 of plans (2 doable rows of (4) bays). RECEIVED CITY OF T U KWILA FEB 15 2019 PERMIT CENTER Distribution: Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Chandler, Loren Reviewed by: Christensen, Chris 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 October 31, 2018 City of Tukwila Department of Community Development THOMAS BOROWSKI 355 WOODRUFF RD GREENVILLE, SC 29607 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0320 SHAW INDUSTRIES INC - 17620 WEST VALLEY PARKWAY Dear THOMAS BOROWSKI, Allan Ekberg, Mayor Jack Pace, Director 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 following departments: FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Due to the complex nature of this manner of rack storage and the types of commodities involved, provide a technical report from a State of Washington licensed Fire Protection Engineer addressing the required fire protection per NFPA 13 and High -Piled Combustible Storage requirements of International Fire Code Chapter 32. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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. Sincerely, Bill Rambo Permit Technician File No. DI8-0320 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 'ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0320 DATE: 12/6/18 PROJECT NAME: SHAW INDUSTRIES SITE ADDRESS: 17620 WEST VALLEY HWY Original Plan Submittal Revision # X Response to Correction Letter # 1 before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division n Public Works KWO tik061 Fire Prevention Structural Planning Division ❑ Permit Coordinator 01 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/11/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n DUE DATE: 1/08/19 Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0320 DATE: 10/15/18 PROJECT NAME: SHAW INDUSTRIES, INC SITE ADDRESS: 17620 WEST VALLEY PARKWAY Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 106 Building Division Public Works n Q,L CO—� Fire Prevention Planning Division n Structural nPermit Coordinator PRELIMINARY REVIEW: DATE: 10/16/18 Not Applicable n Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 11/13/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: { _t Departments issued corrections: Bldg ❑ Fire I Ping ❑ PW 0 Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Pepurtment of community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206.431-3670 Web site: httn://www,TukwilaWA.gov Revision submittals must be submitted in person at the Penult Centel, Revisions will not be accepted through the naafi, fax, etc Date: / 216/201e 2O/e Plan Check/Permit Number: Dv- 032.0 ❑ Response to Incomplete Letter # Eir Response to Correction Letter # 1 O Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: > 44 i'eS ;:r/VC Project Address: (? 62o Wes t- t (lit y Contact Person: --0104,,,,s. Phone Number: ,r69'20,5--2-`13 6 Summary of Revision: pcc 114;'611fp ife je&4e t... 0 MFP,413. c,d 74ne. lavteotic,—, Ffreal 'Zr ?2 RE CITY OF TUKWILA;. b 2018 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including at of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 12-4-10 W:\Permit Centergemplates\Forms\Revision Submittal Form.doc Revised: August 2015 C Home Espanol Contact Safety & Health Claims & Insurance 4111111114Washington State Department of % Labor & Industries Index Help r1y L&1 Workplace Rights Trades & Licensing STRAIGHT LINE ERECTORS INC Owner or tradesperson Principals LARSEN, R SCOTT, PRESIDENT SIRRINE, JEFF, PRESIDENT (End: 06/27/2011) Doing business as STRAIGHT LINE ERECTORS INC WA UBI No. 602 728 554 PO BOX 9443 SEATTLE, WA 98109 206-351-7122 KING County Business type Corporation License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. STRAILE930MS Effective — expiration 07/10/2007— 07/10/2019 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 747575C $12,000 00 Received by L&I Effective date 07/10/2007 07/09/2007 Expiration date Until Canceled Insurance Admiral Insurance Co $1,000,000.00 Policy no. CA000024873 Received by L&I Effective date 06/01/2018 07/11/2018 Expiration date 07/11/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Help us improve No L&I tax debts are recorded for this contr. license during the previous 6 year period, but some may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 139,427-00 Doing business as STRAIGHT LINE ERECTORS INC Estimated workers reported Quarter 3 of Year 2018 "4 to 6 Workers" L&I account contact T2 / LINDA ALGUIRE (360)902-4678 - Email: POTH235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve \r -7 w N S E VCI\ N.T.S. ITY VAP CONSTRUCTION NOTES: TYPE OF CONSTRUCTION II—B OCCUPANCY CLASS: GROUP B AND S-1 NUMBER OF STORIES: ONE INTERIOR BUILDING HEIGHT: 28'-0" TO 26'—O" TOTAL BUILDING AREA: 109,873 SF WAREHOUSE AREA: 13,875 SF OFFICE AREA: 5,622 SF TENANT AREA: 19,497 SF I. GOVERNING SPECIFICATIONS / DESIGN CODES 2015 IBC, AND 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN & ICC ANSI A117.1-2009. SEISMIC FACTORS: Ss=1.432 SDs=0.954 S1=0.533 Sm=0.533 A. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS 2010 (14th EDITION) AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. (AISC) B. NORTH AMERICAN SPECIFICATION FOR DESIGN OF COLD—FORMED STEEL STRUCTURAL MEMBERS, 2007 EDITION. AMERICAN IRON & STEEL INSTITUTE (AISI). C. SEISMIC LOADS ARE BASED ON 2015 INTERNATIONAL BUILDING CODE ALONG W/SECTION 15 OF ASCE 7-10 D. STRUCTURAL WELDING CODE — AWS D1.1-2010. AMERICAN WELDING SOCIETY (AWS). E. RACK MANUFACTURERS INSTITUTE SPECIFICATIONS FOR THE DESIGN, TESTING, AND UTILIZATION OF INDUSTRIAL STEEL STORAGE RACKS, 2008 EDITION (RMI). II. DESIGN LOADS A. TYPICAL LOAD: CARPET TILE — 27740" W X 52"/48" L WEIGHING UP TO 2,500 LBS. B. WIND LOADS ARE NIL SINCE THIS IS A FREE STANDING RACK LOCATED INSIDE AN EXISTING BUILDING. SPECTRA Ti 17600 W VALLEY HWY TUKV\TILA, SVA 98188 DESIGN PARAMETERS III. MATERIALS A. STRUCTURAL STEEL (FLATS & ANGLES) — ASTM A36 (Fy=36 ksi.) STRUCTURAL STEEL (CHANNELS) — ASTM A529 (Fy=50 ksi.) B. STRUCTURAL TUBE STEEL — ASTM A500, GRADE B (Fy= 46 ksi). C. RACK MEMBER HR SHEET STEEL —ASTM A570, GRADE 50 (Fy = 50 ksi). D. CONCRETE SLAB MIN. 6", f'c = 4000PSI (CONCRETE DESIGN BY OTHERS) IV. BOLTED CONNECTIONS A. ALL FASTENERS SHALL BE 1/2" DIA.x 1", OR 4" LG. GRADE 5 U.N.O. B. ALL NUTS SHALL BE SERRATED FLANGE NUTS U.N.O. C. ALL HARDWARE SHALL BE ZINC PLATED FOR CORROSION PROTECTION. D. ALL CONNECTIONS SHALL BE DESIGNED AS N TYPE CONNECTIONS. E. ALL FASTENERS SHALL BE INSTALLED AS SNUG—TIGHT JOINTS. V. FINISH A. ALL SURFACES SHALL BE CLEAN AND FREE OF GREASE. B. PAINT SHALL BE SELF PRIMING WITH A COVERAGE OF 1.5 MIL DRY FILM THICKNESS. C. SYSTEM COLOR SHALL BE THE CUSTOMER SELECTION OF STANDARD COLORS FOR ALL RACK COMPONENTS. D. STEEL SHALL BE TOUCHED UP IN THE FIELD AS REQUIRED. w v v N v SITE/3UILD1\G PLAN SCALE: 1/64" = 1'-0" v rat/Ar .1412'4 ri kg* ravrC . ....fAr "t- r�Jt19A rata : III lr iIiii+�rri�llt1 I. lt SEPARATE PERMIT R U%RED FOR: Mechanical Electrical gi Plumbing Gas Piping City of Tukwila BUILDING DIVISION AREA OF WORK REVISIONS No changes shall be made to the scope of work witnout pr,or approval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. NOTE: All commodity listed will be in pallet racking throughout the warehouse. DRAWING G1282 -T G1282 -0A G1282-06 G1282-1 INDEX: COVER PAGE NEW PLAN VIEW PLAN VIEW - EXISTING/TAKE DOWN ELEVATIONS & DETAILS VI. SPECIAL INSPECTIONS (EMPLOYED BY OWNER) A. FIELD WELDING "=-NOT REQUIRED FILE Permit No. Pian review approval is subject to errors ono omissions. Approval cotumedoes not authar¢e the violation of ofinstrucany ion adopted da Codents or ordinance. Receipt of approved Fiely py and conditions is By. Date: i-2`�-L�►'`� City of Tukwila BUILDING DIVISION B. ANCHORS IN CONCRETE — PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHORAGE OF STORAGE RACK. *RACK INSTALLER SHALL NOTIFY THE SPECIAL INSPECTOR, A.A.R. TESTING LABORATORY, PRIOR TO ANCHORING. VII. FIRE PROTECTION A. SPRINKLER HEAD K—FACTOR: 11.2 (.6 GPM / 2,000 SQ. FT) B. C. REVIEWED FOR CODE COMPLIANCE APPROVED ORDINARY TEMPERATURE: 2867 JAN 15 219 SPRINKLER PERMIT BEING HANDLED BY PATRIOT FIRE UNDER SEPERATE PERMIT # J City of Tukwila BUILDING DIVISION 5/8"x6-1/2" OAL (ESR -1917) 4-1/2" 4000 psi 6" 6" 40 FT.LBS VIII. ANCHOR DETAIL: [SEE SHEET GI258-1 thru 2 FOR DETAILS] ANCHOR: HILTI TZ EMBEDMENT (h, nom) IN CONCRETE MINIMUM CONCRETE STRENGTH (f'c) MINIMUM ANCHOR SPACING (CENTER—CENTER) MINIMUM EDGE DISTANCE (TO CUT OR FREE EDGE OF CONCRETE MINIMUM TORQUE RECEIVE CITY OF TUK OCT 15 20 PERMIT CEN1 Gary K. Munkelt Associates, LLC Structural Consulting Engineers 1180 Welsh Rd, Suite 190 North Wales, PA 19454 Phone 215.855.8713 Fax 215-855-8714 8 THESE pRAWINGS AND THE DESIGN CONTAINED HEREIN ARE PROPERTY OF EP AND SHALL BE USED ONLY FOR THE LIMITED PURPOSE FOR WHICH THEY ARE SUPPLIED AND SHALL BE RETURNED UPON THE REQUEST OF EP AT THE CONCLUSION OF THE CONTRACT FOR WHICH THEY WERE SUPPLIED AND THE CONTENTS SHALL BE MAINTAINED IN CONFIDENCE AND NO OTHER USE SHALL BE MADE OF THESE DRAWINGS OR THIS DESIGN BY THE CUSTOMER, CLIENT OR ANY THIRD PARTY. WARNING: WARNING: PLOT PLOT -RATIO 1:X SYM. REVISION BY DATE WHEN AN INCREASE OF STORAGE HEIGHT OR A COMPLETE REMOVAL OF A STORAGE LEVEL OCCURS, THE LOAD CARRYING CAPACITY OF UPRIGHT FRAME MUST BE REDETERMINED. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS SHOWN ON DRAWING SHOULD BE USED INSTEAD OF SCALING. VERIFY ANY DISCREPANCIES WITH ENGINEERED PRODUCTS. IF DAMAGE OCCURS, THE AFFECTED PORTION OF THE RACK SHALL BE IMMEDIATELY UNLOADED, AND THE DAMAGED PORTION ADEQUATELY REPAIRED OR REPLACED. LIMITS DISPLAY TEXT -SIZE CAD -NO TEXT SIZE G1282 CUSTOMER SHAW INDUSTRIES TUKWILA, WA DATE 8/3/18 EXTENTS X,Y X,Y WINDOW B REVISED PER MARKUPS REK 9/14/18 DESCRIPTION PUSHBACK RACK TITLE PAGE JOB SCALE G1282 G1282 -T DWG. NO. N.T.S. BY REK CHK'D. VIEW COORD'S. A REVISED PER MARKUPS REK 9/13/18 CUSTOMER P0: ENGINEERED PRODUCTS P.O. Box 6767 !Greenville, SC 29606 888-301-1421 Iwww.engprod.com DESIGNERS, ENGINEERS AND MANUFACTURERS FOR WAREHOUSING, STORAGE AND HANDLING SYSTEMS D18- o3Lo ILA ER COMMODITIES Products Storage Height Cartoned Encapsulated Commodity Class HARDWOOD FLOORING DOUBLE LAYER CARDBOARD BOXES < 22'-0" YES NO Class III Commodity CARPET TILE (Polyurethane Backing) < 22'-0" YES NO Group A Plastic Uncartoned Unexpanded RESILIENT VCT TILE (Vinyl Composition Tile) CARDBOARD BOXES < 22'-0" Class IV Commodity DRAWING G1282 -T G1282 -0A G1282-06 G1282-1 INDEX: COVER PAGE NEW PLAN VIEW PLAN VIEW - EXISTING/TAKE DOWN ELEVATIONS & DETAILS VI. SPECIAL INSPECTIONS (EMPLOYED BY OWNER) A. FIELD WELDING "=-NOT REQUIRED FILE Permit No. Pian review approval is subject to errors ono omissions. Approval cotumedoes not authar¢e the violation of ofinstrucany ion adopted da Codents or ordinance. Receipt of approved Fiely py and conditions is By. Date: i-2`�-L�►'`� City of Tukwila BUILDING DIVISION B. ANCHORS IN CONCRETE — PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHORAGE OF STORAGE RACK. *RACK INSTALLER SHALL NOTIFY THE SPECIAL INSPECTOR, A.A.R. TESTING LABORATORY, PRIOR TO ANCHORING. VII. FIRE PROTECTION A. SPRINKLER HEAD K—FACTOR: 11.2 (.6 GPM / 2,000 SQ. FT) B. C. REVIEWED FOR CODE COMPLIANCE APPROVED ORDINARY TEMPERATURE: 2867 JAN 15 219 SPRINKLER PERMIT BEING HANDLED BY PATRIOT FIRE UNDER SEPERATE PERMIT # J City of Tukwila BUILDING DIVISION 5/8"x6-1/2" OAL (ESR -1917) 4-1/2" 4000 psi 6" 6" 40 FT.LBS VIII. ANCHOR DETAIL: [SEE SHEET GI258-1 thru 2 FOR DETAILS] ANCHOR: HILTI TZ EMBEDMENT (h, nom) IN CONCRETE MINIMUM CONCRETE STRENGTH (f'c) MINIMUM ANCHOR SPACING (CENTER—CENTER) MINIMUM EDGE DISTANCE (TO CUT OR FREE EDGE OF CONCRETE MINIMUM TORQUE RECEIVE CITY OF TUK OCT 15 20 PERMIT CEN1 Gary K. Munkelt Associates, LLC Structural Consulting Engineers 1180 Welsh Rd, Suite 190 North Wales, PA 19454 Phone 215.855.8713 Fax 215-855-8714 8 THESE pRAWINGS AND THE DESIGN CONTAINED HEREIN ARE PROPERTY OF EP AND SHALL BE USED ONLY FOR THE LIMITED PURPOSE FOR WHICH THEY ARE SUPPLIED AND SHALL BE RETURNED UPON THE REQUEST OF EP AT THE CONCLUSION OF THE CONTRACT FOR WHICH THEY WERE SUPPLIED AND THE CONTENTS SHALL BE MAINTAINED IN CONFIDENCE AND NO OTHER USE SHALL BE MADE OF THESE DRAWINGS OR THIS DESIGN BY THE CUSTOMER, CLIENT OR ANY THIRD PARTY. WARNING: WARNING: PLOT PLOT -RATIO 1:X SYM. REVISION BY DATE WHEN AN INCREASE OF STORAGE HEIGHT OR A COMPLETE REMOVAL OF A STORAGE LEVEL OCCURS, THE LOAD CARRYING CAPACITY OF UPRIGHT FRAME MUST BE REDETERMINED. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS SHOWN ON DRAWING SHOULD BE USED INSTEAD OF SCALING. VERIFY ANY DISCREPANCIES WITH ENGINEERED PRODUCTS. IF DAMAGE OCCURS, THE AFFECTED PORTION OF THE RACK SHALL BE IMMEDIATELY UNLOADED, AND THE DAMAGED PORTION ADEQUATELY REPAIRED OR REPLACED. LIMITS DISPLAY TEXT -SIZE CAD -NO TEXT SIZE G1282 CUSTOMER SHAW INDUSTRIES TUKWILA, WA DATE 8/3/18 EXTENTS X,Y X,Y WINDOW B REVISED PER MARKUPS REK 9/14/18 DESCRIPTION PUSHBACK RACK TITLE PAGE JOB SCALE G1282 G1282 -T DWG. NO. N.T.S. BY REK CHK'D. VIEW COORD'S. A REVISED PER MARKUPS REK 9/13/18 CUSTOMER P0: ENGINEERED PRODUCTS P.O. Box 6767 !Greenville, SC 29606 888-301-1421 Iwww.engprod.com DESIGNERS, ENGINEERS AND MANUFACTURERS FOR WAREHOUSING, STORAGE AND HANDLING SYSTEMS D18- o3Lo ILA ER Gary K. Munkelt & Associates, LLC Structural Consulting Engineers 1180 Welsh Rd, Suite 190 North Wales, PA 19454 Phone 215-855-8713 Fax 215-855-8714 z w CID DIRECTION -j START POINT EXIT LEGEND EXISTING RACK NEW PUSHBACK RACK EGRESS PATH EXIT r. N cA) M N 24'-6" 24' 6" 24'-6" SIN EXIT /44'-0"7k 11515» 16 A 83" 1 16 f (4) BAYS @ 136" C/C = 544" (3) BAYS @ 123" C/C = 369" 03 683" 8 17216» (4) BAYS @ 136" C/C = 544" (106 FT.E GRESS PATH) 16» 221 373" 16 0 cV M LO 4'—O" EX 03 12" i E STING EXIS G \ CA: -)ET .ARPE RAC' `ACK (3) BAYS @ 123" C/C = 369" 03 683" 8 17216» (4) BAYS @ 136" C/C = 544" (106 FT.E GRESS PATH) 16» 221 373" 16 0 cV M LO 4'—O" EX 03 12" i (3) BAYS @ 123" C/C = 36 " (31 FT. EGRESS PATH) AISLE (4) BAYS @ 136" C/C = 544" 343» 8 66'-68" 10' 7o X EGRESS PATH) 20'- 4" r) X ;l I XFORM , , u rP'NLIPr 1 X(1 NTE VCVC N 1 b1o3z� REVIEWED FUR CODE COMPLIANCE APPROVED JAN 15 2019 City of Tukwila BUILDING DIVISION RECEIVEC CITY OF TUKV OCT 1 5 2 PERMIT CEN THESE DRAWINGS AND THE DESIGN CONTAINED HEREIN ARE PROPERTY OF EP AND SHALL BE USED ONLY FOR THE LIMITED PURPOSE FOR WHICH THEY ARE SUPPLIED AND SHALL BE RETURNED UPON THE REQUEST OF EP AT THE CONCLUSION OF THE CONTRACT FOR WHICH THEY WERE SUPPLIED AND THE CONTENTS SHALL BE MAINTAINED IN CONFIDENCE AND NO OTHER USE SHALL BE MADE OF THESE DRAWINGS OR THIS DESIGN BY THE CUSTOMER, CLIENT OR ANY THIRD PARTY. WARNING: WARNING: PLOT PLOT -RATIO 1:X SYM. REVISION BY DATE WHEN AN INCREASE OF STORAGE HEIGHT OR A COMPLETE REMOVAL OF A STORAGE LEVEL OCCURS, THE LOAD CARRYING CAPACITY OF UPRIGHT FRAME MUST BE REDETERMINED. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS SHOWN ON DRAWING SHOULD BE USED INSTEAD OF SCALING. VERIFY ANY DISCREPANCIES WITH ENGINEERED PRODUCTS. IF DAMAGE OCCURS, THE AFFECTED PORTION OF THE RACK SHALL BE IMMEDIATELY UNLOADED, AND THE DAMAGED PORTION ADEQUATELY REPAIRED OR REPLACED. LIMITS DISPLAY TEXT -SIZE CAD -NO TEXT SIZE G1282 CUSTOMER SHAW INDUSTRIES TUKWILA, WA DATE 8/3/18 EXTENTS X,Y X,Y WINDOW DESCRIPTION PUSHBACK RACK NKR' LAYOUT JOB SCALE G1282 G1282 -OA DWG. NO. N.T.S. BY REK CHK'D. VIEW COORD'S. A REVISED PER MARKUPS REK 9/13/18 CUSTOMER P0: ENGINEERED PRODUCTS P.O. Box 6767 'Greenville, SC 29606 888-301-1421 I www.engprod.com DESIGNERS, ENGINEERS AND MANUFACTURERS FOR WAREHOUSING, STORAGE AND HANDUNG SYSTEMS ILA E STING \ CA: -)ET RAC' (3) BAYS @ 123" C/C = 36 " (31 FT. EGRESS PATH) AISLE (4) BAYS @ 136" C/C = 544" 343» 8 66'-68" 10' 7o X EGRESS PATH) 20'- 4" r) X ;l I XFORM , , u rP'NLIPr 1 X(1 NTE VCVC N 1 b1o3z� REVIEWED FUR CODE COMPLIANCE APPROVED JAN 15 2019 City of Tukwila BUILDING DIVISION RECEIVEC CITY OF TUKV OCT 1 5 2 PERMIT CEN THESE DRAWINGS AND THE DESIGN CONTAINED HEREIN ARE PROPERTY OF EP AND SHALL BE USED ONLY FOR THE LIMITED PURPOSE FOR WHICH THEY ARE SUPPLIED AND SHALL BE RETURNED UPON THE REQUEST OF EP AT THE CONCLUSION OF THE CONTRACT FOR WHICH THEY WERE SUPPLIED AND THE CONTENTS SHALL BE MAINTAINED IN CONFIDENCE AND NO OTHER USE SHALL BE MADE OF THESE DRAWINGS OR THIS DESIGN BY THE CUSTOMER, CLIENT OR ANY THIRD PARTY. WARNING: WARNING: PLOT PLOT -RATIO 1:X SYM. REVISION BY DATE WHEN AN INCREASE OF STORAGE HEIGHT OR A COMPLETE REMOVAL OF A STORAGE LEVEL OCCURS, THE LOAD CARRYING CAPACITY OF UPRIGHT FRAME MUST BE REDETERMINED. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS SHOWN ON DRAWING SHOULD BE USED INSTEAD OF SCALING. VERIFY ANY DISCREPANCIES WITH ENGINEERED PRODUCTS. IF DAMAGE OCCURS, THE AFFECTED PORTION OF THE RACK SHALL BE IMMEDIATELY UNLOADED, AND THE DAMAGED PORTION ADEQUATELY REPAIRED OR REPLACED. LIMITS DISPLAY TEXT -SIZE CAD -NO TEXT SIZE G1282 CUSTOMER SHAW INDUSTRIES TUKWILA, WA DATE 8/3/18 EXTENTS X,Y X,Y WINDOW DESCRIPTION PUSHBACK RACK NKR' LAYOUT JOB SCALE G1282 G1282 -OA DWG. NO. N.T.S. BY REK CHK'D. VIEW COORD'S. A REVISED PER MARKUPS REK 9/13/18 CUSTOMER P0: ENGINEERED PRODUCTS P.O. Box 6767 'Greenville, SC 29606 888-301-1421 I www.engprod.com DESIGNERS, ENGINEERS AND MANUFACTURERS FOR WAREHOUSING, STORAGE AND HANDUNG SYSTEMS ILA Gary K. Munkelt Associates, LLC Structural Consulting Engineers 1180 Welsh Rd, Suite 190 North Wales, PA 19454 Phone 215-855.8713 Fax 215-855-8714 W LEGEND EXISTING RACK EXISTING CARPET RACK TO BE REMOVED & STACKED ONSITE coD CV N) -00 r. 'IN EXIT iz4'-0„, 54” (5) BAYS @ 123" C/C = 615" 5485» 234" 2 (5) BAYS @ 123" C/C = 615" EXIT 00 12" ESTING ISTIN \ \ CA"•ET .ARPE C••PET RAC 'SCK RA. \X EXIT 00 12" (3) BAYS @ 123" C/C = 369" 66' 63" 8 4 ESTING EXIS \ \ CA"•ET .ARPE RAC (3) BAYS @ 123" C/C = 369" 66' 63" 8 4 (3) BAYS @ 123" C/C = 369" 683" 8 (4) BAYS @ 136" C/C = 544" 3483» 110'-7$" 7 ;II PIL.E7XFORI4 m-PIS 47'-0" W Cr) EXIT 20'-4" CO N EXI T 0 ONLY xG� 1 0 3 1 1g 2.0 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 15 2319 City of Tukwila BUILDING •:t CITY OF TU K W A OCT 15 2018 PERMIT CENT R THESE DRAWINGS AND THE DESIGN CONTAINED HEREIN ARE PROPERTY OF EP AND SHALL BE USED ONLY FOR THE LIMITED PURPOSE FOR WHICH THEY ARE SUPPLIED AND SHALL BE RETURNED UPON THE REQUEST OF EP AT THE CONCLUSION OF THE CONTRACT FOR WHICH THEY WERE SUPPLIED AND THE CONTENTS SHALL BE MAINTAINED IN CONFIDENCE AND NO OTHER USE SHALL BE MADE OF THESE DRAWINGS OR THIS DESIGN BY THE CUSTOMER, CLIENT OR ANY THIRD PARTY. WARNING: WARNING: PLOT PLOT -RATIO 1:X SYM. REVISION BY DATE WHEN AN INCREASE OF STORAGE HEIGHT OR A COMPLETE REMOVAL OF A STORAGE LEVEL OCCURS, THE LOAD CARRYING CAPACITY OF UPRIGHT FRAME MUST BE REDETERMINED. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS SHOWN ON DRAWING SHOULD BE USED INSTEAD OF SCALING. VERIFY ANY DISCREPANCIES WITH ENGINEERED PRODUCTS. IF DAMAGE OCCURS, THE AFFECTED PORTION OF THE RACK SHALL BE IMMEDIATELY UNLOADED, AND THE DAMAGED PORTION ADEQUATELY REPAIRED OR REPLACED. LIMITS DISPLAY TEXT -SIZE CAD -NO TEXT SIZE G1282 CUSTOMER SHAW INDUSTRIES TUKW, WA DATE 8/3/18 EXTENTS X,Y X,Y WINDOW DESCRIPTION PUSHBACK RACK PLAN VIEW TEAR DOWN JOB SCALE G1282 G1282 -OB DWG. NO. N.T.S. BY REK CHK'D. VIEW COORD'S. A REVISED PER MARKUPS REK 9/13/18 CUSTOMER P0: ENGINEERED PRODUCTS P.O. Box 6767 !Greenville, SC 29606 888-301-1421 I www.engprod.com DESIGNERS, ENGINEERS AND MANUFACTURERS FOR WAREHOUSING, STORAGE AND HANDLING SYSTEMS EXIS G \ .ARPE 'SCK (3) BAYS @ 123" C/C = 369" 683" 8 (4) BAYS @ 136" C/C = 544" 3483» 110'-7$" 7 ;II PIL.E7XFORI4 m-PIS 47'-0" W Cr) EXIT 20'-4" CO N EXI T 0 ONLY xG� 1 0 3 1 1g 2.0 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 15 2319 City of Tukwila BUILDING •:t CITY OF TU K W A OCT 15 2018 PERMIT CENT R THESE DRAWINGS AND THE DESIGN CONTAINED HEREIN ARE PROPERTY OF EP AND SHALL BE USED ONLY FOR THE LIMITED PURPOSE FOR WHICH THEY ARE SUPPLIED AND SHALL BE RETURNED UPON THE REQUEST OF EP AT THE CONCLUSION OF THE CONTRACT FOR WHICH THEY WERE SUPPLIED AND THE CONTENTS SHALL BE MAINTAINED IN CONFIDENCE AND NO OTHER USE SHALL BE MADE OF THESE DRAWINGS OR THIS DESIGN BY THE CUSTOMER, CLIENT OR ANY THIRD PARTY. WARNING: WARNING: PLOT PLOT -RATIO 1:X SYM. REVISION BY DATE WHEN AN INCREASE OF STORAGE HEIGHT OR A COMPLETE REMOVAL OF A STORAGE LEVEL OCCURS, THE LOAD CARRYING CAPACITY OF UPRIGHT FRAME MUST BE REDETERMINED. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS SHOWN ON DRAWING SHOULD BE USED INSTEAD OF SCALING. VERIFY ANY DISCREPANCIES WITH ENGINEERED PRODUCTS. IF DAMAGE OCCURS, THE AFFECTED PORTION OF THE RACK SHALL BE IMMEDIATELY UNLOADED, AND THE DAMAGED PORTION ADEQUATELY REPAIRED OR REPLACED. LIMITS DISPLAY TEXT -SIZE CAD -NO TEXT SIZE G1282 CUSTOMER SHAW INDUSTRIES TUKW, WA DATE 8/3/18 EXTENTS X,Y X,Y WINDOW DESCRIPTION PUSHBACK RACK PLAN VIEW TEAR DOWN JOB SCALE G1282 G1282 -OB DWG. NO. N.T.S. BY REK CHK'D. VIEW COORD'S. A REVISED PER MARKUPS REK 9/13/18 CUSTOMER P0: ENGINEERED PRODUCTS P.O. Box 6767 !Greenville, SC 29606 888-301-1421 I www.engprod.com DESIGNERS, ENGINEERS AND MANUFACTURERS FOR WAREHOUSING, STORAGE AND HANDLING SYSTEMS Gary K. Munkelt Associates, LLC Structural Consulting Engineers 1180 Welsh Rd, Suite 190 North Wales, PA 19454 Phone 215-855-8713 Fax 215-855.8714 / \ SPRINKLER BOTTOM LJ UJO O CO AIX) r. CO r` N rn Ln N TOP OF PRODUCT 4" TOP OF PRODUCT OA.L. HEIGHT CARPET TILE PALLET DETAIL MAX. WT. 2,500 LBS. VCT PALLET DETAIL MAX. WT. 1,250 LBS. NOTE: MAXIMUM UNIFORM LOAD FOR WIDTH OF CART = 2500# 136" C/C 132" .. • • • • • .. .• .. •• CLEAR 26" f VCT 'r' 1,250 LBS. 1,250 LBS. MAX. MAX. 1 11 i 1 1 II I 1 4" 26" f VCT Nr) 1,250 LBS. MAX. 1 11 i 1 CARPET TILE 2,500 LBS. MAX. 4" • •• .. • • • 4 • • • CO 2008" • • . .• • . .. .. • . •• •• .. . • •• . •• •• •. • • .. .. •• .. .. • • • r. CO Lf) E.L 1448" . •. •. • .• •• .. •• •. •• • •• • •• .. .• .. • .• •. • .• .• • E.L. 781" 8 . FRONT PALLET STOP COMMON CONNECT W/ FRONT BED SECTION (2)2"X12" BOLTS FRONT VIEW E.L. 121" 8 E.L. r. 71 0 —I� r. f 100 3 6" 1" LnicD 0 0 2$° BASE PLATE 4" THICK CRITICAL: Fy,actual=36ksi DETAIL "A" PLEASE NOTE THAT PERIODIC SPECIAL INSPECTION OF ANCHORS IS REQUIRED PER SECTION 1707.5 0" BOT. BASEPLATE 0 -00 (4)8"x62" HILTI TZ ANCHOR PER POST DETAIL W/42" MIN. EMBED. (3) DEEP PUSHBACK 168" BOLT ON FRONT PLATE STOP 3"X48"LG W/(4) 2"X3"LG. BUTTON HEAD SOCKET BOLTS & (4) NYLON INSERT LOCK NUTS 1ST CART 0=3-041- 2"X2" TUBE (.187 WALL) (TYP) 1" OD WHEEL SPACER 1/2"x2-1/2" FH SOCKET BOLT WHEEL =7-1/2" SERRATED NUT C3X3.5# 3"X3" CLIP ANGLE 2"X2" TUBE (.187 WALL) (TYP) C3X3.5# (LH) C3X3.5# RAIL ASM. X 168"LG (TYP) 3"X3"X4" ANGLE (TYP) �=1d- 2-3/4"X1-1/2"X1OGA. CHANNEL X 52-1/4"LG. (TYP.) 3"X3" CLIP ANGLE (RH) C3X3.5# RAIL ASM. X 168"LG. (TYP) 54" FRAME FLUE FRAME (5) 2"X2"X16" BACKTIE 54"LG (TP) YA1- C4X4.5# UPR. I V CO 2"X2X6" HORIZ BRACING (TYP) 71„ 4 CN DETAIL "A" DETAIL "B" SIDE VIEW . 14 621" 4 11.4 r�ld- C3X3.5# FRONT BED SECTION 1" OD WHEEL SPACER BLACK RUBBER BUMPER STOP 3/8"x2" FH SOCKET BOLT 3/8" SERRATED NUT WHEEL 1/2"x2-1/2" FH SOCKET BOLT /-3/8" SERRATED NUT X1/2" SERRATED NUT 3/8" FENDER WASHERS (3) PER STOP 1 STACK HEIGHT L, Uri C3X3.5 SPACER- . 1 l\- 1/2"x1" GR. 5 BOLT PALLET SEPARATOR C3X3.5 24"X12"X1OGA. CHANNEL X 524LG. (TYP.) 1/2" SERRATED NUT PARTIAL PLAN VIEW 124"X1„ PALLET SEPERATOR 2"X14"X4" SPACER 2ND CART C3X3.5# BRACE ATTACH CHANNEL W/(4)8"X1" BOLTS (GRADE 5) & g" SERRATED NUTS (TYP FOR ALL RAIL CONNECTIONS) 1 C5X6.7# BEAM 54" .. • ♦ 2"X12" (GRADE 5) BOLT & 2" SERRATED FLANE NUT (TYP FOR ALL RAIL CONNECTIONS) 54" FLUE SIDE VIEW 1284" C6X8.2# BEAM C5X6.7# BEAM 54" 6" 2"X2X" 8" STRUCT. ANGLE BRACE X 54"LG. (1) PER LANE (TYP) • • Lnioo �t- 14 111» 8 12 (3) 2"X1" BOLTS OR 2"X42" WHEN REINFORCED CONNECTION DETAIL (GRADE 5) (TYP) TYP 3014" C5X6.7# OR C6X8.2# BEAM THESE DRAWINGS AND THE DESIGN CONTAINED HEREIN ARE PROPERTY OF EP AND SHALL BE USED ONLY FOR THE LIMITED PURPOSE FOR WHICH THEY ARE SUPPLIED AND SHALL BE RETURNED UPON THE REQUEST OF EP AT THE CONCLUSION OF THE CONTRACT FOR WHICH THEY WERE SUPPLIED AND THE CONTENTS SHALL BE MAINTAINED IN CONFIDENCE AND NO OTHER USE SHALL BE MADE OF THESE DRAWINGS OR THIS DESIGN BY THE CUSTOMER, CLIENT OR ANY THIRD PARTY. WARNING: WARNING: PLOT PLOT -RATIO 1:X SYM. REVISION BY DATE WHEN AN INCREASE OF STORAGE HEIGHT OR A COMPLETE REMOVAL OF A STORAGE LEVEL OCCURS, THE LOAD CARRYING CAPACITY OF UPRIGHT FRAME MUST BE REDETERMINED. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS SHOWN ON DRAWING SHOULD BE USED INSTEAD OF SCALING. VERIFY ANY DISCREPANCIES WITH ENGINEERED PRODUCTS. IF DAMAGE OCCURS, THE AFFECTED PORTION OF THE RACK SHALL BE IMMEDIATELY UNLOADED, AND THE DAMAGED POR110N ADEQUATELY REPAIRED OR REPLACED. LIMITS TEXT -SIZE TEXT SIZE DISPLAY CAD -NO G1282 CUSTOMER 111" 8 13" 111» 8 FRONT VIEW 0 irk D SHAW INDUSTRIES TUK1fILA, WA 301" 4 118" ♦ • ♦ • l� SUPPORT BEA FOR CODE COMPLIANCE D PANIED l8- o3 JAN 15 2819 -4- -4- 19•b + L RECEIVEE CITY OF TUK1i OCT 15 201 PERMIT CENT 8/3/18 JOB G1282 G1a'Inof Tukwila �I •,1 DWG. NO. EXTENTS X,Y X,Y WINDOW B REVISED PER MARKUPS REK 9/14/18 DESCRIPTION PUSHBACK RACK ELEVATIONS & DETAILS SCALE BY REK CHK'D. VIEW COORD'S. A REVISED PER MARKUPS REK 9/13/18 CUSTOMER P0: ENGINEERED PRODUCTS P.O. Box 6767 (Greenville, SC 29606 888-301-1421 I www.engprod.com DESIGNERS, ENGINEERS AND MANUFACTURERS FOR WAREHOUSING, STORAGE AND HANDLING SYSTEMS ILA ER