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Permit D12-280 - INTERLINE BRANDS - STORAGE RACKS
08g-gTU M Nd }EIAOUNV 6fT I SUN Vhf INII'I2IH.LNI City oikukwila 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.: 3523049098 Address: 1149 ANDOVER PK W TUKW Suite No: Project Name: INTERLINE BRANDS DEVELOPMENT PERMIT Permit Number: D12-280 Issue Date: 10/11/2012 Permit Expires On: 04/09/2013 Owner: Name: WALTON CWWA SOUTHCENTER 4 L Address: C/O CTMT - WALTON RE TAX , 4678 WORLD PARKWAY CIR 63134 Contact Person: Name: ADAM LOWERY Address: 6907 BROADWAY AV , JACKSONVILLE FL 32254 Contractor: Name: WIZE SOLUTIONS INC Address: 2724 S 3600 W, SUITE N , WEST VALLEY UT Contractor License No: WIZESSI900M3 Lender: Name: SELF FUNDED - INTERLINE BRANDS Address: Phone: 904 - 838 -7221 Phone: Expiration Date: 07/23/2014 DESCRIPTION OF WORK: INSTALLATION OF RACKING 10 DIFFERENT BAY TYPES AND 1 BAY TYPE OF SHELVING Value of Construction: $0.00 Fees Collected: $4,475.01 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0025 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -280 Printed: 10 -11 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 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: N Permit Center Authorized Signature: ( A l Date: 1 0 - ' I — ( 2 — 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: Date: ll%— 7 Print Name: 2.x This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 5: 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. 6: 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 doc: IBC -7/10 D12 -280 Printed: 10 -11 -2012 approval. S 7: 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. 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: The approved plans including all notes on the plans must be strictly complied with. 13: The new smoke vents must be listed per UL 793. Provide manufacturers cut sheets on site for verification. 14: A fire door drop test to be witnessed by the fire inspector is required to verify compliance with NFPA 80. 15: 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) 16: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 17: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 18: 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) 19: 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). 20: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 21: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 22: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 23: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) doc: IBC -7/10 D12-280 Printed: 10 -11 -2012 24: Egress doors shall be readily openable f m the egress side without the use of a key or s ecial knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 25: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 26: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: 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) 29: 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) 30: 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) 31: 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) 32: 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) 33: 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 #2328) 34: 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 #2328) (IFC 104.2) 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: 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 D12-280 Printed: 10-11 -2012 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. Project No. Date Application Accepted: •• 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: ICI 4t4ze co_ ?mix W eg" Tenant Name: j/rrtwr, F 6ltan.0', PROPE OWNER Name: I f Qo�u� �owEg,y Name: wiats.me .624,tN05 City: state: r Zip3QSN Somvp 1..0 (t— Address NI Nookiert paw we f Email: ., We2V &', v„,nAl..✓..9, -_LDM City: —r— State: v\ttt Zip:oislgn CONTACT PERSON — person receiving all project communication Name: I f Qo�u� �owEg,y Address: i BUILDING PERMIT INFORMATIO ` — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 2601(9w Existing Building Valuation: $ IV�A Describe the scope of work (please provide detailed information): 1 ra t* -n-e,) �F �' E, (10 ps nor- ga. 7-1 ") 4,o Six(.v-N., (1 P i pr l Will there be new rack storage? I 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 PR TECTION/HAZAI DOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None Othe (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes ❑ No If' yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 11:\Applications \Forms - Applications On Line \201 I Applications \Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 hh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New .... Type of Construction per IBC Type of Occupancy per IBC 1 e` Floor )5, 00' / , ga,Ln_ s •� f'"11 �� 2 °d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PR TECTION/HAZAI DOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None Othe (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes ❑ No If' yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 11:\Applications \Forms - Applications On Line \201 I Applications \Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 hh Page 2 of 4 • S 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 DR UT ED AGENT: Signature: Print Name: Ir�SF1�AI 67Airt.p1/1! oy // Mailing Address: 21 &DO t,J `aTC /v II:\Applications \Forms- Applications On Line \201 I Applications \Permit Application Revised - 0 -9 -I I.docx Revised: August 2011 bh Day Telephone: Date: S /7" (go') 63u-65b1 Wea- YAM/eV U9t44 gli 119 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.: 3523049098 Address: 1149 ANDOVER PK W TUKW Suite No: Applicant: INTERLINE BRANDS RECEIPT Permit Number: D12-280 Status: PENDING Applied Date: 08/21/2012 Issue Date: Receipt No.: R12 -02412 Payment Amount: $4,475.01 Initials: WER Payment Date: 08/21/2012 01:28 PM User ID: 1655 Balance: $0.00 Payee: ADAM LOWERY TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 09572D ACCOUNT ITEM LIST: Description 4,475.01 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $4,475.01 2,709.40 1,761.11 4.50 doc: Receipt-06 Printed: 08 -21 -2012 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 -367 Permit Inspection Request Line (206) 431 -2451 £»2280 Project: ..r.vt -r,Zi Type of Inspection: frrp>r? v 1'6■7-i"J Address: Dat ..yalle J, (46 6A/44 Special Instructions: 0 c 41 1 ) - f9 (Y Date Wanted:. / - /1- 12_ (in p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: t Inspec or: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4k4 INSPECTION RECORD Retain a copy with permit p INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 . (206) 431 -3670 . Permit Inspection Request Line (206) 431 -2451 Project: 1 @ Type of Inspection: J t.0 CJ(= 6. '' ` i� ell _ . N . L A4 r Address: .. i 1(41 AiQ »■'f W Date Called: • - • ! Special Instructions: ' Date Wanted:/ n tv n_e S• i D A r. k , �, L.....- P P.m. Requester: d .. • r- Phone No: • S4)u ft-, S'e!e. 6f l,7e Oodg?. ive_e 60. r O u C el A," C feel. E1Approved per applicable codes. Corrections required prior to approval. • COMMENTS: it ( ) j .UFi c;.—X .r C. f-1 ! 4 %"_ '---_- ;)•ti`n -, QikS r .00 J R AS V1G.4. lA( b.k,`i- ,./V s <.A f 7 / p � J .S; E e S, A E .S 3 wki n tv n_e S• i D A r. k t { , —7-17 17 : a6I4, d .. • r- • S4)u ft-, S'e!e. 6f l,7e Oodg?. ive_e 60. r O u C el A," C feel. 1 ,. S o t -x . 1Z, • -k kept b V .e nl r A M L :1 (7, ✓ ''// ' '• r' '(e) k ,.frie71 I 1" ---- ./'(' vJ 2 4 - ,S'Llof'. if&.... Inspector: Date. n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be .. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rei •pection: ( 'era INSPECTION RECORD :\ Retain a copy with permit.') 11" ---)©I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project CT( .-v.. -fokikjj Type of Inspection: FAv6. L.7 c_--, Address: I ( .4 5 A. Aiod i r- U) Date Called: .5'p -e.L.� Li 11 rf Special Instructions: 3 si4 t<° VCA Lv A ted:. m Date Wa`n . /0 — 2.x-(2 Requester: p� Z AASJ SCI ✓P1 Phone NO Q.S °7 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (..? K- ..5 dkeiAAO -ucel . /,:.C�i- ^y Co A. . (..1 ke tt Y--- Ls 0 MCC . ("x (' -.A IL -14 ' ' (SIA Ai1E Je_eat-S 0-- L--;' A M-A'a e i--»46i Inspector: Dated 0 (V (L REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. v INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila. WA 98188 its (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 bi2- 2-86 Project: a k.Reictti►a GIA S Type of Inspection: FMeJC, 6+xc.4 %•j•Sr li d' S Address: 1 1 Lt c ale d 62•4Z 1_0 Date Called: Special Instructions: �I Date Wanted:. t O //‘ I I Z .m p.m. Reques er: Phone No: 4) ElApproved per applicable codes. Iorrections required prior to approval. e COMMENTS: ,gyp .6) b1.101 so9D Q 1 -1c, kt • kj 0 014. TO V.6114N. P t('teS SIt �C-i 4 tD ' i fP alet PIV.1/1/4..M" 1 �I ®.,. a— R - N ' RECTION FEE REQ p -'d 6300 Southcenter B Date: to I/‘ 7 • RED. Prioj to next inspection, fee must be vd.. Suite 00. Call to schedule reinspection. .INSPECTION NO. INSPECTION RECORD Retain a copy with permit DI-22,5o PERMIT NO. d-� • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 x(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project:. _)%i . Go+e Q..stA.1A<, Type of Inspection: i E — 5 ?Po :nt Address: - Date Called: Special Instructions: • Date Wanted: I 0 — IZ - 1 Z p.m. Requester: Phone No: 60 1 _C— % -(5 °7 Approved per applicable codes. ® Corrections required prior to approval. COMMENTS L, deipfipeir' �j rP j'r .1I 1 " -- Insp tor: i tdAW1 (t\ Gam-' (LL Date RE NSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit �Jz - 28-c. 1-jtR IT NUMBERS INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Pa& E 'st, Tukwila, Wa. 98188 206 - 575 -4407 Project: —,7 fc el,' i . a,,,, cl s Type of Inspection: /PotiuG r.'-la / Address: / I `I' Suite #: / / ./ 7 4Pw "3"k G Contact Person: - Special Instructions: Permits: Phone No.: IgApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: _ Monitor: Pre -Fire: Permits: Occupancy Type: V I ,1FG -mil dR i 46. l., p Le...4"7 ike . T._,. A e Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: _ Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: r M 53 Date: 1v // 9 /ice Hrs.: / 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: I State: Zip: Word /Ins etc ion Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 4414 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: i T�N ,,�-e. (St ►��.ds . - -- Type In pection: c Address: I iyal 4 by I t J Suite #: Contact Person: Special Instruction's: Phone No.: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: b Si w � _ J 2_ i 3. S oke U 4o k `" ,j-e--e_ - L(. Poi ( D%,.t.N c-:,--r____ ' • iz j +r / /u-e aPi PrOt)t) ,e, '8 oCc..►.. 4J et4 i 1Ri c)uu l,,.Joia. k ScJ'adc. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: li lei, -- 5-0___.._ Date: /6//// Z Hrs.: i $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: I State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • • • • RECEIVED Alf MIME- Yana .7W. 1Kr aZ1 & ASSOCIATES, INC. NOV 06 20121 COMMUNtlY GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING DEVELOPMENT CONSTRUCTION TESTING & INSPECTION October 29, 2012 City of Tukwila Building Department 6300 Southcenter Blvd Tukwila, WA 98188 RE: Final Letter Interline Tukwila 1149 Andover Park West Tukwila, WA To Whom It May Concern: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Proprietary Anchors To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2009 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC William Throne Operations Manager Puyallup Division CC: Mackinnon Equipment vol With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 aana�nn & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 10/29/2012 PROJECT #:066 -12216 PROJECT: Interline Tukwila LOCATION: 1149 Andover Park West KRAZAN P.M.: WBT RECENE.D FIELD NOV 0 6 20121 REPORT NO.o��1o2912RH CONTRACTOR: ACS Construction PERMIT #: D12 -280 INSPECTOR: Randy Hansen JURISDICTION: City of Tukwila WEATHER: Overcast T E M 5 Proprietary Anchor Inspection On site as requested by the contractor for visual inspection and torque testing of expansion anchors for new racking in warehouse area. Upon arrival at the project, met with the contractor and reviewed the plans for the racking anchor bolt installation. Reviewed the manufacturer installation instructions for the anchor bolt being used on the racking. Also verified the number of bolts installed per foot plate on each rack leg. The contractor used Hilti Kwik Bolt TZ bolts KB -TZ %2" x 4 %2" that were set into 9/16" dia x 3 5/8" minimum deep holes. The holes were cleaned by air prior to placement of the anchor bolts. The contractor then tightened the bolts with Hilti Battery Operated Impact Wrenches. Verified the anchor bolt torque by calibrated %" drive torque wrench with a calibration due date of April 2013, Krazan ID #: 066 -051. The manufacturer listed torque value of 40 foot pounds was used. The anchor bolt installation and torque was checked in accordance with the 2009 IBC, ICC ES ESR -1917, and manufacturer installation requirements. The work appeared to have been done per requirements, and the torque values met or exceeded the minimum 40 foot pound requirement. Reviewed By: 4'I To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: ASTM Test #: Equipment/Asset Number(s): 1501 Field Report IRefa.4 gdadeat Offices Serving the Western United States Revision 5 Effective Date: 7 -29 -11 Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the wrinen permission of the client and Krazan & Associates. This rgan indiates om inspectors obsevation and testing results based on site conditions and contractor activities. This information is subject to review pnor to final mbennal. By signing this report, our inspector dos not accept recponsibitiry for validity of results. The same information has been provided by others on site Page 1 of 1 IKI7azarl & Assoc GEOTECHNICAL ENGINEERING • EhNIPONPIENTAL CONSTRUCTION TESTING AND INSPECTION DATE: 1 -3'4 1 L. PROJECT #: /M 122-1 PROJECT: LOCATION: 0144 4v, pm, wit 61,4 C INSPECTOR: 1 KRAZAN PROJECT MANAGER: )16 t*\ e CP iates, nc,s ENGNEem,,,G tkcr _R„svti ' Got'ov FIELD REPORT 1%40: 145500 1P1E'2- 615 CONTRACTOR: itoti JURISDICTION: e gP- TYK wo PERMIT 4: 0144 TEMP: itat74. Ilff C41 #4.4e. ov It I** 1006,-, 61 6. ii-Zd c - 144 LEY ()1fr. EX-76,T7 4, O I KA, t-Tko I 6v.ey ‘44- A tit4 /4.J Equipment/Asset Number(s): To the best of my knowledge, the above WAS Superintendent/Representa rmed in accordance with the approved plans, specifications, and regulatory requirements. Technici This report indicates our inspector's oeservaiton and testing reeulta bailed On the eel cenThtion and contractor's activities. This intorrnagen is subject mica' to anal art By signing this report, our inspector does not accept respawibility for validity of the results. Some intOntediOn on this report may have been provided by others on site. The Information provided on Ns report is prepared for the exclusive use of the client. The report may not be reproduced in any format *NOM the written permission of the client and Wenn & Assoc. Offices Serving the Western United States Rnthell (4251 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 gg:-;1117kraz & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 29, 2012 City of Tukwila Building Department 6300 Southcenter Blvd Tukwila, WA 98188 RE: Final Letter Interline Tukwila 1149 Andover Park West Tukwila, WA To Whom It May Concern: Cnvn ry Tr Nov °,2012 ■t'NTER In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Proprietary Anchors To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2009 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC William Throne Operations Manager Puyallup Division CC: Mackinnon Equipment With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 c`lzan & Associates, GEOTECHNICAL ENGINEERING ' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /o - PROJECT #: o/d / .a// PROJECT: L/9fc. / /4.r LOCATION: j/yf 41,. /ea/ii- O -k 14/, KRAZAN PROJECT MANAGER: ?,J/ 1A-A.A. I n c pECE1VEDFIELD REPORT NO: 14 6 2 31 OCT 292012 COMI UN$TY DEVELOPMENT CONTRACTOR: li efle /.,4,u./ JURISDICTION: C -iy 0�' 7;.4.4,i /z PERMIT #: ��� — aka INSPECTOR: %? WEATHER: .„dnoil( TEMP: f`e' ca .2 2/e /ryv eil D/ 2/74 /rf ,c / /<t'v.• ,vd veiy.%,4 red, vein ✓e. / �16y - 4i/41e./ ALir_� u - r a v /'nn'-) Ptn6.ere� -. ti otX La.� � 4m..n t,,L y GYV�dv' 4'7 tc nhei.rftr.. a• .r✓/ Gn�i:� ver � vr✓rJ �/ � . (Aole) /4Hs' e‘J/ to_v71- foss ) ty,c9 ,j/d%1 /54,,, /1a.174,-//LJ ri,e_A r e f, 4/4 z C4/ ) ;. �/,„ zx e.2p%h eev- . o6 .14/I/ ,le eel�r y liz t L ? ) rDJ4/ / s ./i <�J,/z6/,L e (N) - Equipment/Asset Number(s): To the best of my knowledge, the abov- / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: D ZiaZeir This report indicates our inspector's observation and testing results based on the site condition and contractors activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 I FILE C permIt Alo L441;30. rogr oy 6171WIS Py LotioSaffimgc, 3431/4X ef 40-"/34,sert pre z. IWK piF6/e C414/,) LAV - Lr H)(- EPOttty 4tichLOS 6 Q2 3 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUflDINq DIVISION ATN04-ORDE-047C.:".--c3R icimotiool ceovnics 13 411- 63•al4Va-. s, 02A1 soi-rnse. 14,4 0e108 ENGINEERS NORTHWEST, INC. '6869 WOODLAWN AVE. N.E. BEATTLE, WASHINGTON 98115 ■ N AN • " - REChIVEL) CITY OF TUK\MLA SEP 1 2 2012 • - PERMIT CENTER EXPIRES 8/28/06 -/C1 - DWN: ENG'D: 4,9/4 JOB NO: DATE: 04 SHEET: E1, ♦ ♦ ENGINEERS NORTHWEST, INC,, P.S. ^- STRUCTURAL ENGINEERS c 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 PROJECT # PROJECT LSE- FI 4r us /4v-6?a "AIM SUBJECT _ Gi 2 v03 1 C- --' 45 c, € 7-02- Sps • We 1(6 f RP l' 2 ) 014 (I) (0; 5°) 1-)(1) (3l WP z •5- J Z 0,4,2, wt 2 !- ( (s03 W P 2 /44 (4 91)(1) I„�P 2 /,4'Z7 0,3 (1”1-)i1) w{� OZ6gw (ULT ) /1-3So c(c�0d- De-7l/c.owe a(..e_ase /d)2 z 04(1.0(42-5) O.412'1 V d z 26 ¢ /L) o. Bz' " / ✓wJ x 0,ss, 6 0T7h u- 0, 11_(4.tlo,l -s) z G. G93 bc� f f —rte V /zc. �.�53 Lt Z S- z 2. G» C (/ LT) /0.Z co` (q, 9,6.1.3 -0 DATE SHEET / OF BY Apt., , 6 (i ) - 0,9 )4- 6.5 a: a 1 y13 J/&) ca4 z. o,2s6,‘),. o -4 1 0, ( /.4) o.5 2'S So1= /, 33I- Sys = 1,334 - -5 d Z 19,2-OJ j) 2 /, 0 (0 L N c4 pots 5, 6. L, L. S OS a (0,3? -) L So, ' 7)(,vbO 7 0,1-68 ENWENGINEERS NORTHWEST INC., P.S. STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWNN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT 5 E6��,� /�� ,^r�3 ' i.,/ 1 , k DATE 5-4 0- ULf. / J SHEET 2- OF By an( — C c.k tZ. var S c. G267 Anti • *7, ,/ a3 / G A) /,c%99? ✓ ,f'Ht T$ - tZ s�Lti 6)C 6 X GJ I. X (A 1. c_77w iN f 01123 (45= o. 0 L 8 , - `) c_oly / e_ 3 O Q f? 7 3 so,L exec, - z o0o !s r I _13 , Ar 2. t r4, i Z 1, (0 IcSF /5".K /5- 0.(09 Ks r. 2-° I�IA.K t- 4. 9..h` 2 /S.6, ft) YhU 2 Co c,y 1` ;/ 0, 2 6 ?- k„ f-t- Z ell? 1 t 6, (3 6 uuu 5)(60)(1 Cz,.0.9(( 9 3,(,k..N 0,3 K,, L- %talc // 1 L r s 1 4 1 3 4 ( Sy _ J. 13 a 0,95 <!,0 2 0'6 2- a00 ) UUU_ c) �T 1. ?(3 ) alc 6, oz e 12- Q. s) 0. oo o9 • vale ana I ime: 9/10/04 10:43:46 AM MCE Ground Motion - Conterminous 48 States Zip Code - 98188 Central Latitude = 47.447736 Central Longitude = - 122.273462 Period MCE Sa (sec) ( %g) 0.2 133.7 MCE Value of Ss, Site Class B 1.0 046.0 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 133.7 Sa = FaSs, Fa = 1.00 1.0 070.8 Sa = FvS1, Fv = 1.54 Spectrum for Site Class D Period MCE Sa (sec) ( %g) 0.000 053.5 T = 0.0, Sa = 0.4FaSs 0.106 133.7 I = To, Sa = FaSs 0.200 133.7 T = 0.2, Sa = FaSs 0.529 133.7 T = Ts, Sa = FaSs 0.600 118.0 0.700 101.1 0.800 088.5 0.900 078.6 1.000 070.8 T = 1.0, Sa = FvS1 1.100 064.3 1.200 059.0 1.300 054.4 1.400 050.6 1.500 047.2 1.600 044.2 1.700 041.6 1.800 039.3 1.900 037.3 2.000 035.4 Spectral Parameters for Site Class D 0.2 133.7 Sa = FaSs, Fa = 1.00 1.0 070.8 Sa = FvS1, Fv = 1.54 )l� V-02 3. Ui6S Oi -43? Ss- 1.337- S,= 0,708 acycic Dusiness t'arK Date and Time: 9/10/0410:42:35 AM MCE Parameters - Conterminous 48 States Zip Code - 98188 Central Latitude = 47.447736 Central Longitude = - 122.273462 MCE MAP VALUES Short Period Map Value - Ss = 133.7% g 1.0 sec Period Map Value - S1 = 46.0% g RESIDENTIAL DESIGN INFORMATION Short Period Map Value - Ss = 133.7% g Soil Factor for Site Class D - Fa = 1.00 Residential Site Value = 2/3 x Fa x Ss = 89.2% g Residential Seismic Design Category = D2 Ss�Lp3r4- `t/c Parma COpEVC V D rpm REQUIREMENTS �.�_ AppRovL!ANC Ep November 10, 2614 03 2012 BUIL p of Tukwila This document is a Code Report addressing select fire code issues at the abov- = DJVI$jON The select fire code issues are addressed below; and, they include review of hazardous materials -- -this Code Report shall not be considered a full code review. INTERLINE BRANDS TENANT SPACE 1149 Andover Park West, Tukwila, WA The existing building is approximately 94,218 ft2 in area. Interline Brands currently occupies 38,218 SF in the building and is considering expanding into 25,000 SF of adjacent space which would make the total Interline Brands space 63,218. Further, the Interline Brands Tenant Space is one story in height with an approximate maximum clear height of 24 ft in the warehouse. It is assumed that the entire building is comprised of noncombustible construction Therefore; the construction type is Type III -B. The entire building is currently fully protected with automatic fire sprinklers. Interline Brands' operations include the storage and distribution of plumbing specialties, maintenance supplies, janitorial supplies and contracting products. The proposed operations include high -piled combustible storage on racks in the Warehouse area, with a maximum storage height of 24 ft. Our proposal would be to maintain the demising wall between the current operation and the expansion space, effectively creating two control areas. We would install a single, fire rated fusible link door in the demising wall to accommodate necessary forklift traffic. The operations include storage of hazardous materials in containers, including primarily flammable liquids, combustible liquids, corrosives, toxics, and oxidizers. The hazardous materials will be distributed throughout the facility in two Control Areas. It may be important to note that the hazmat item list totals 978 items while the total items in the building will be just over 20,000 items. Typical business operations are also included in the Office area. Aerosols will be stored in a fully enclosed aerosol cage. There are no dispensing or manufacturing operations in the facility; rather, the sole purpose is for storage and distribution of "consumer products style" products in consumer product style packaging - -- although everything is sold on a wholesale basis. CORRECTION k � RECEIVED CITY OF TUKWILA SEP 1 2 2012 PERMIT CENTER SUMMARY OF FIRE PROTECTION FEATURES The following table summarizes the fire protection features that are proposed in the Interline Brands Tenant Space. Please note that the table identifies three specific areas of the building: Warehouse [Control Area #1], Control Area #2], and Offices. AREA FIRE PROTECTION FEATURES PROVIDED o Type II -B construction (noncombustible) o Full sprinkler protection Offices • Control mode sprinklers, compliant with NFPA 13 Installation of Sprinkler Systems o Means of egress compliant with IBC o Type II -B construction (noncombustible) o Classified as a "control areas" and Group S -1 (Moderate- Hazard Storage) occupancy • Maximum storage height of hazardous materials: 24 ft • Maximum density of hazardous material solids: 200 lbs/ft2 of storage area • Maximum density of hazardous material liquids: 20 gal /ft2 of storage • Maximum container size for solids: 100 lbs o Full sprinkler protection CA • Control mode sprinklers throughout, compliant with NFPA 13 Installation of Sprinkler Systems (Warehouse o Fire Department access areas 1 & 2) • Access doors located around the entire perimeter of the space • Minimum width of doors: 3 ft • Minimum height of doors: 6 ft 8 in. o Storage practices compliant with IBC and IFC requirements • Open racks • All shelves are wire mesh • Maximum storage height (24 ft); minimum aisle widths (60 in.); minimum transverse flue spaces (3 in.); minimum longitudinal flue spaces (6 in.) • Transverse flue spaces must be vertically aligned; longitudinal flue spaces not required for single -row racks REVIEW OF HAZARDOUS MATERIALS Spreadsheets of the classifications for all products included in the Interline Brands Tenant Space are provided as, (Seattle H -List November 10th) attached to this Code Report. The spreadsheet summarizes the hazardous materials included in each area of the Interline Brands Tenant Space. Hazardous materials that are stored in the Interline Brands Tenant Space include the following classifications. ❑ Flammable liquids ❑ Combustible liquids ❑ Flammable gases ❑ Flammable solids ❑ Corrosive materials ❑ Toxic materials ❑ Oxidizing materials ❑ Aerosols The breakdowns of hazardous materials stored in the two warehouse control areas are summarized below. • Classification Amount Stored Warehouse CA #1 Amount Stored Warehouse CA # 2 Maximum Allowed Quantity /per control area Above or Below Maximum Allowed Quantity? Flammable liquids Class IA 3 gal 0 gal 30 gal Below Class IB 120 gal 116 gal 120 gal Below Class IC 50 gal 50 gal 120 gal Below Combination IA, IB, & IC 173 gal 166 gal 120 gal 1 Above Combustible Liquids Class II 100 gal 89 gal 120 gal Below Class IIIA 200 gal 143 gal 330 gal Below Class IIIB 500 gal 391 gal 13,200 gal Below Flammable Gas Liquefied 15 gal 9 gal 30 gal Below Flammable Solid 100 Lbs 57 Lbs 125 lb Below Oxidizers Class 1, Liquid 60 gal 68 gal 250 gal Below Class 2, Liquid 2 gal 2 gal 4,000 gal Below Class 1, Solid 440 Lbs 440 Lbs 18,000 Lbs Below Class 2, Solid 242 Lbs 242 Lbs 2,250 Lbs Below Gas 3.3 Cu Ft 0 Cu Ft <3000 Cu Ft Below Toxic Liquid 200 gal 273 gal 8,000 gal Below Solid 1,000 Lbs 908 Lbs 1,000 lbs Below Corrosives Liquid 500 gal 528 gal 1,000 gal Below Solid 100 Lbs 110 Lbs 10,000 Lbs Below Total Amount of Liquids 1,735 Gal 1,660 gal Total Amount of Solids 1,882 Lbs 1,757 Lbs Total Amount of Gases 15 Gal 9 Gal 1) The Flammable liquids above,(99 gallons)and /or any amount above the 240 gallon threshold will be stored inside flammable cabinets located inside of control area # 2. Aerosols The Warehouse control area # 2, (the expansion space), will also house a limited amount of aerosols. ITEM REQUIRMENT Location of aerosols All aerosols must be stored within a chain -link enclosure Chain -link enclosure o Must be provided with a chain -link "ceiling" • Maximum height: 12 ft o Maximum area of chain -link enclosure: 500 ft2 o Storage is not permitted above the chain -link enclosure o Construction of the chain -link enclosure must also meet the following requirements of Section 2804.3.2.1 of the IFC • Minimum gage steel: No. 9 • Access openings to the chain -link enclosure shall be provided with self - closing devices or a labyrinth opening Storage arrangement of aerosols The storage of aerosols within the chain -link enclosure shall meet the following requirements • Maximum height: 12 ft • Storage must be on open racks • Aerosols must be cartoned • Minimum aisle width: 60 in. Aerosol Level 1 1,231 Lbs Aerosol Level 2 584 Lbs Aerosol Level 3 1,814 Lbs CODE REQUIREMENTS INTERLINE BRANDS TENANT SPACE November 10, 2011 1149 Andover Park West, Tukwila, WA This document is a Code Report addressing select fire code issues at the above project. The select fire code issues are addressed below; and, they include review of hazardous materials -- -this Code Report shall not be considered a full code review. The existing building is approximately 94,218 ft2 in area. Interline Brands currently occupies 38,218 SF in the building and is considering expanding into 25,000 SF of adjacent space which would make the total Interline Brands space 63,218. Further, the Interline Brands Tenant Space is one story in height with an approximate maximum clear height of 24 ft in the warehouse. It is assumed that the entire building is comprised of noncombustible construction Therefore; the construction type is Type III -B. The entire building is currently fully protected with automatic fire sprinklers. Interline Brands' operations include the storage and distribution of plumbing specialties, maintenance supplies, janitorial supplies and contracting products. The proposed operations include high -piled combustible storage on racks in the Warehouse area, with a maximum storage height of 24 ft. Our proposal would be to maintain the demising wall between the current operation and the expansion space, effectively creating two control areas. We would install a single, fire rated fusible link door in the demising wall to accommodate necessary forklift traffic. The operations include storage of hazardous materials in containers, including primarily flammable liquids, combustible liquids, corrosives, toxics, and oxidizers. The hazardous materials will be distributed throughout the facility in two Control Areas. It may be important to note that the hazmat item list totals 978 items while the total items in the building will be just over 20,000 items. Typical business operations are also included in the Office area. Aerosols will be stored in a fully enclosed aerosol cage. There are no dispensing or manufacturing operations in the facility; rather, the sole purpose is for storage and distribution of "consumer products style" products in consumer product style packaging - -- although everything is sold on a wholesale basis. SUMMARY OF FIRE PROTECTION FEATURES The following table summarizes the fire protection features that are proposed in the Interline Brands Tenant Space. Please note that the table identifies three specific areas of the building: Warehouse [Control Area #1], Control Area #2], and Offices. AREA FIRE PROTECTION FEATURES PROVIDED o Type II -B construction (noncombustible) o Full sprinkler protection Offices • Control mode sprinklers, compliant with NFPA 13 Installation of Sprinkler Systems o Means of egress compliant with IBC o Type II -B construction (noncombustible) o Classified as a "control areas" and Group S -1 (Moderate- Hazard Storage) occupancy • Maximum storage height of hazardous materials: 24 ft • Maximum density of hazardous material solids: 200 lbs/ft2 of storage area • Maximum density of hazardous material liquids: 20 gal /ft2 of storage • Maximum container size for solids: 100 lbs o Full sprinkler protection CA • Control mode sprinklers throughout, compliant with NFPA 13 Installation of Sprinkler Systems (Warehouse o Fire Department access areas 1 & 2) • Access doors located around the entire perimeter of the space • Minimum width of doors: 3 ft • Minimum height of doors: 6 ft 8 in. o Storage practices compliant with IBC and IFC requirements • Open racks • All shelves are wire mesh • Maximum storage height (24 ft); minimum aisle widths (60 in.); minimum transverse flue spaces (3 in.); minimum longitudinal flue spaces (6 in.) • Transverse flue spaces must be vertically aligned; longitudinal flue spaces not required for single -row racks REVIEW OF HAZARDOUS MATERIALS Spreadsheets of the classifications for all products included in the Interline Brands Tenant Space are provided as, (Seattle H -List November 10th) attached to this Code Report. The spreadsheet summarizes the hazardous materials included in each area of the Interline Brands Tenant Space. Hazardous materials that are stored in the Interline Brands Tenant Space include the following classifications. ❑ Flammable liquids ❑ Combustible liquids ❑ Flammable gases ❑ Flammable solids ❑ Corrosive materials ❑ Toxic materials ❑ Oxidizing materials ❑ Aerosols The breakdowns of hazardous materials stored in the two warehouse control areas are summarized below. • • Classification Amount Stored • Warehouse CA # 1 - Amount Stored Warehouse CA #2 Maximum Allowed Quantity/per control area Above or Below Maximum Allowed Quantity? Flammable liquids Class IA 3 gal 0 gal 30 gal Below Class IB 120 gal 116 gal 120 gal Below Class IC 50 gal 50 gal 120 gal Below Combination IA, IB, & IC 173 gal 166 gal 120 gal 1 Above Combustible Liquids Class II 100 gal 89 gal 120 gal Below Class IIIA 200 gal 143 gal 330 gal Below Class IIIB 500 gal 391 gal 13,200 gal Below Flammable Gas Liquefied 15 gal 9 gal 30 gal Below Flammable Solid 100 Lbs 57 Lbs 125 lb Below Oxidizers Class 1, Liquid 60 gal 68 gal 250 gal Below Class 2, Liquid 2 gal 2 gal 4,000 gal Below Class 1, Solid 440 Lbs 440 Lbs 18,000 Lbs Below Class 2, Solid 242 Lbs 242 Lbs 2,250 Lbs Below Gas 3.3 Cu Ft 0 Cu Ft <3000 Cu Ft Below Toxic Liquid 200 gal 273 gal 8,000 gal Below Solid 1,000 Lbs 908 Lbs 1,000 lbs Below Corrosives Liquid 500 gal 528 gal 1,000 gal Below Solid 100 Lbs 110 Lbs 10,000 Lbs Below Total Amount of Liquids 1,735 Gal 1,660 gal Total Amount of Solids 1,882 Lbs 1,757 Lbs Total Amount of Gases 15 Gal 9 Gal 1) The Flammable liquids above,(99 gallons)and /or any amount above the 240 gallon threshold will be stored inside flammable cabinets located inside of control area # 2. Aerosols The Warehouse control area # 2, (the expansion space), will also house a limited amount of aerosols. ITEM REQUIRMENT Location of aerosols All aerosols must be stored within a chain -link enclosure Chain -link enclosure o Must be provided with a chain -link "ceiling" • Maximum height: 12 ft o Maximum area of chain -link enclosure: 500 ft2 o Storage is not permitted above the chain -link enclosure o Construction of the chain -link enclosure must also meet the following requirements of Section 2804.3.2.1 of the IFC • Minimum gage steel: No. 9 • Access openings to the chain -link enclosure shall be provided with self - closing devices or a labyrinth opening Storage arrangement of aerosols The storage of aerosols within the chain -link enclosure shall meet the following requirements • Maximum height: 12 ft • Storage must be on open racks • Aerosols must be cartoned • Minimum aisle width: 60 in. Aerosol Level 1 1,231 Lbs Aerosol Level 2 584 Lbs Aerosol Level 3 1,814 Lbs ITKEIN IIIuIi P!9rt FILE Perm# . There are four basic LM upright frame models in various sizes and gauges. LM 10 - LM 15 - LM20 - LM30. LM40 is available for special application. are continuous mig welded to upright for maximum strength. Use 11/2 x 11/4 channels and 3/4 x1/4 channels used on LM 10 uprights. There are absolutely no dead spots along full height of column, permitting beam placement freedom. Each column has a foot plate pre - punched for lagging to floor. Based on minimum yield point: 1.92. Conforms to standards of the American Iron & Steel Institute (A.I.S.I.) and Rack Manufacturer's Institute (R.M.I.) Order frames by catalog number. All frames carry the prefix LM followed by 6 or 7 digits. The first two digits designate the frame model number. The remainder, the size. Example: LM 30 120 36 Lx Heights- 6 ft. to 24 ft. in 1 ft. increments. Depths- 2 ft. to 5 ft. in 1/2 ft. increments. Heights- 3 ft. to 35 ft. in Y ft. increments. Depths- 11/2 ft. to 6 ft. in 2" increments. O A 5 Y: 4'a 40 35 30 th - 62 42 9,998 0.09 28 12.313 008 46 9.129 0.10 31 11,242 0.09 50 8.399 0.12 33 10.343 0.11 54 7,777 0.14 35 9.577 0.13 60 6,999 0.18 38 8,619 0.16 62 6.773 0.19 39 8.341 0.17 66 6.363 0.22 41 7.835 0.19 70 5.999 0.24 - 7.388 0.21 74 5,675 0.27 46 6.988 0.24 78 5.384 0.30 48 6.630 0.27 82 5,121 0.33 50 6.306 0.29 86 4.883 0.37 52 6.013 0.32 90 4.666 0.40 54 5.746 0.35 .94 4,467 0.44 56 5,501 0.39 96 4.374 0.46 57 5.387 0.40 98 4.285 0.47 58 5,277 0.42 102 4,117 0.51 61 5.070 0.45 106 3.962 0.55 63 4,879 0.49 110 3,818 0.60 65 4,701 0.53 114 3.634 0.63 67 4.536 0.57 120 3.280 0.67 70 4.309 0.63 126 2,975 0.70 73 4.104 0.69 132 2.711 0.73 77 3.772 0.73 138 2,480 0.77 80 3.451 0.77 IIII 2.278 0.80 83 3.170 0.60 25 20 15 10 5 ' ' •...._ 36" 4 I 60" 72» 84,. BEAM SPACING IN INCHES 1 -0'17 fO U3S., iiAMa: #,.i:4; L?v:1r'i c✓ '''!: After determining clearance between shelves and selecting total required capacity for frame; Read vertically from maximum shelf spacing to point where capacity shown equals or exceeds required total frame load. Ct_3 ],A a` h-11 3" H t--".1 T � T 3.. 3.. LM 10 LM 15 LM20,LM30,LM40 KEGbi vE _ CITY f TUKWI 5,. 1 2012 PERMIT CENTFP REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 201 City of Tukwila BUILDING DIVISION U.1 40 3x 3x.135 LM 30 3x3x 105 LM 20 3x3x.075 LM 15 3x 1518x.075 LM 10 1314x1518x.075 96" 1N `o'oz Z SAFE LOAD 48 21: 60 1.7: 72 1.4: 84 1.2: 96 9. 108 120 LBF3S4 2v ■ 3Y L8F404 2> 4 LENGTH th ow 62 42 9,998 0.09 28 12.313 008 46 9.129 0.10 31 11,242 0.09 50 8.399 0.12 33 10.343 0.11 54 7,777 0.14 35 9.577 0.13 60 6,999 0.18 38 8,619 0.16 62 6.773 0.19 39 8.341 0.17 66 6.363 0.22 41 7.835 0.19 70 5.999 0.24 43 7.388 0.21 74 5,675 0.27 46 6.988 0.24 78 5.384 0.30 48 6.630 0.27 82 5,121 0.33 50 6.306 0.29 86 4.883 0.37 52 6.013 0.32 90 4.666 0.40 54 5.746 0.35 .94 4,467 0.44 56 5,501 0.39 96 4.374 0.46 57 5.387 0.40 98 4.285 0.47 58 5,277 0.42 102 4,117 0.51 61 5.070 0.45 106 3.962 0.55 63 4,879 0.49 110 3,818 0.60 65 4,701 0.53 114 3.634 0.63 67 4.536 0.57 120 3.280 0.67 70 4.309 0.63 126 2,975 0.70 73 4.104 0.69 132 2.711 0.73 77 3.772 0.73 138 2,480 0.77 80 3.451 0.77 144 2.278 0.80 83 3.170 0.60 D123O3 LMT offers a wide range of capacities plus Versa - Shelving and Drive -In (High -Cube) Racking. This means you can obtain and install from one manufacturer the system that FRAMES z L, <Y ; .P ; O "L a ,. iy sa ', '.fit :e!' : w' An economical answer to storage of hand loading systems requiring more than regular steel shelving. S .A. 8 ±'1. ''•, T RAC-Y, 1.N1 s5U.pri hht The basic systems of modular pallet racking for all regular storage applications, with strength and safety at realistic costs. d.� s�:�4T ` �*x: -•.y' vc � cap ° , The popular range of pallet racking in seismic areas. PACK LM -.CC Vpri.g 3t Features 3" square columns, a rack system for the heavier loads and the high rise, high cube application. This upright offered on application only. The LM 40 offers additional strengths where impact properties or greater load requirements are needed. Subject to inquiry. matches the requirements of a particular applicatione whether your warehouse is hand, pallet or high -rise storage. 2" - 3" depth to 120" span for hand loaded items. 2" — 31" depth to 144" span for hand loading and lightweight pallets. , CLOSED T A M 3" — 6" depths to 144" span for standard and heavy pallet loads. 31/2" — 41/2" depths to 168" span for standard and medium pallet loads. The LMT design represents the most proven up to date concept in a boltless, easy to assemble, durable storage racking system. Precision parts manufactured to provide ease in erection and change over to handle the wide variety of applications for today's and tomorrow's storage systems: ' PAL LIT Conventional 1, 2, or 3 pallet facings per load beam bay with adjustable storage levels to 32 feet high. fit.€ 9. o, '.' `. i ' .. IN Versatility is obtained when a wide variety of different size products must be hand stored along with your standard racking needs. 'M OE SPAN S AZI.VtN -03i? FINGER BRACKET Quick adjustment on hand loaded storage. Fabricated on "Z" or Open Beams. Interface with all upright frames (side hole, drop -in lock- ing pin on request). 3 stud connection with automatic snap lock. High stability and effective load distribution to the upright frame. Interfaces with all frames except LM 10. LMT personnel have over 25 years experience in storage racking. We have, and offer to you, our ability to solve special or unusual problems. The fact that over 75% of LMT racking business is from existing clients speaks well for our products and service. ACXl� The high cube, high density, storage system using components from all our storage rack systems. LMT can offer the wide range of steel modular systems to meet your needs. For pallet feed and walk -pick retrieval complete with catwaks, railinas and access stairways. • aaaa 1n n3 v �ocnaP 0� 0 0p. 0 (0(nn OUO�NO (nSn(n(nP V1 pIUPP(.� 0 m v 0 P 0009p00(..1 +VA +Q1 o$000 Pg Vp V VW 0x+10$° 0.0.0100 ppppwV +g -910010» v N N O .0 0.p OON(n Ca N+0 VO 0(..2(y00�0 0.8k 9 00 p NNOV x0.0100 aam(aO,�'o�1 ZIO+Oo 00000 a +ova (nNOV(n O + N w A 0.(n in 'co N(N0 VO01 00000 P +off° WEIGHT PER PAIR SAFE LOAD PER PAIR DERECTION IN INCHES WEIGHT PER PAIR PPPV�1 VVmQam 0000; W41P41-1 • yy..� u Pnfag? 011 m O tb, SAFELOAD iS:v� uli�la +�`o•m + ++ LBS. PER PAIR 8't86:1 DEFLECTION INCHES v A N '0P ova. mm 00.'k» 0NOP(W.+ [0.1NV E.-. ma�000 0005- - Vm0P +010.0+ daof'n' c4a2W:i W +SP( Oo;0 p p0 n00 0N(nGv I'.) +W P (.> 001 UV1N0 O +9941 N'0��(4 +O V(nW PSpD pNpp (+9!10.999 N NNN P(nW +O VS A V + ((0�0;00p N 00 0+(NnP o0. -� AO(n +V AN&Ds (n4f 001 P 0.00100 N A(nA0 N pp..wAA(n 41901(01.p V +N(n0 '0.40.0.1-4 11111 a(nPVm v ca A v.+ ItlIi nig- o 1099++ +0 ».(4-0--J �0.(4..0 +o4I.I'jI11:1I O A 0 P N t8+88 IIIII 11111 11II.I 11,1 '11 IIIII. 11111 11111 I I I I I 1 :•.I'I I OVOLOPN, SOmAN WEIGHT LBS. PER PAIR SAFE LOAD LBS. PER PAIR DEFLECTION INCHES WEIGHT LBS. PER PAIR SAFE LOAD LBS. PERPAIR DEFLECTION INCHES • WEIGHTLBS. PER PAIR SAFE LOAD LBS. PER PAIR DEFLECTION INCHES WEIGHTLBS. PER PAIR SAFE LOAD • LBS. PER PAIR DEFLECTION INCHES • WEIGHT LBS. .• PER PAIR LENGTH eN00 11111 11111 I I I I I + N N N V V0,Q is v2�a% OV4Vi0VV a goose (.1 pp+pN NNp�0IN�V0 N +NIJ+ g..+('' o V f'1 N NN N W 000O0+i1 VP.AN+ N • 0 • 10 • w• fit Y'i1 LS CC 9LS'L 9E 'Q bma 0. +01(40 VP +w N NNNNN (94+0.0'1 x.001 + W JP1 +V (g8,� w(JW(J(.1 ( u0.0>+ +m+ (nN d(nN OOOOPW P P Pa Cn 01000. + N N cn (Ao00S(4 m(nA +O C1VNW+ c.1pPpA gl.vo0 00((.1 +m +OaaA (7» m agaiM NNN N(.1 -gang (41010 + 00.1+0.(n O0.CN.1 +0 • (nAp pFn p( (nAm 0..O+ • OP A NO 00.0'(00. [n(n•Pv -0Prsa v P N O m WO O -.4 ((0 DEFLECTION INCHES WEIGHTLBS. PER PAIR SAFE LOAD LBS. PER PAIR DEFLECTION INCHES WEIGHT LBS. PER PAIR SAFE LOAD LBS. PERPAIR DEFLECTION INCHES WEIGHT LBS. PER PAIR • CLEAR SPAN INCHES SAFE LOAD LBS. PERPAIR DEFLECTION INCHES WEIGHT LBS. PER PAIR SAFE LOAD LBS. PER PAIR DEFLECTION INCHES " WEIGHT LBS. PER PAIR SAFE LOAD LBS. PER PAIR DEFLECTION INCHES WEIGHTLBS. PER PAIR 4; • _t JUL 03 '02 05:42PM AMERICAN PALLET RACK SPECIFICATIONS FILE C Frif P.2/16 Permit 1 "PALLET RACKING° is a steel storage system designed for pallets and bulk storage. By placing pallets'on'be.am levels, available space within your buildingttrbe is'mfiidmithd. A rack section consists of two main components, the endframe and the beam. Four beams are required per section for lateral stability. 1.2 North American racking is adjustable on 2' centers. In a retail and warehouse enviroments the demands of merchandising and seasonal variations requires the constant rearrangement of the storage levels. 1.3 Under "normal" warehouse application the rack arrangement, pallet height and beam spacings remain constant. If the current rack elevations have been altered and exceed the following stated levels, then these calculations are no longer valued and must be re- issued. 1.4 Endframes consist of two columns with four vertical bends per column. These are secured with box type horizontal and diagonal braces by mig welds at four points per brace. Each endframe has two footplates for anchoring to floor. The heavy gauge footplate distributes the load over the concrete floor. Two holes serve for easy floor anchoring from either side of the frame. 1.4.1 The common endframe capacities are calculated for 2 or more equally spaced beam levels per bay on standard or seismic footplates. The maximium unrestrained strut height is the height from the level or the beam spacing if greater. More levels than calculated may be fitted to th capacity of the beams and common endframe (load per bay) are not exceeded, bas height. 1.4.2 Where an upright frame is not braced against sidesway in the longitudinal direction portion of the column between the bottom beam and the floor, the effective length is anchored and 1.7 if the base is not fixed. For the portion of the column between length factor (K,J shall be taken as 1.2. Where the endframe is braced against sid the effective length factor (K„) shall be 1.0, provided that all such racks have brad racks have either a rigid and fixed shelves or diagonal bracing in the horizontal pla of the upright frames. The effective length factor (Ky) for the portion of the column b The effective length factor (KJ for torsional buckling is 0.8. oor d"0M i PPROVED le he to (Iiq'Mia' &I th for s ctor K���y� all 1 �y� a bas e beam levels, the effective way I e Ion • itudinal directio , - l felkWitig such aittI IB(i161l I etween brace. p 1.5 Structural or Rollformed beams for pallet and shelf loading are available in a variety of heights depending on the load requirement. Each beam has two end connectors. Each connector features a six -point connection for moment resistance, squareness and provide uniform load distribution across the support points. An optional anchored seismic footplate provides moment resistance at the base of the post Two safety clips are required per beam to resist a 2000 lb. upward force from material handling equipment. 1.5.1 Tabulated loads are safe unifomily distributed loads applied over the entire length of a pair of beams 1.5.2 Capacities above the bold line are based on a 1.67 factor of safety against yield of the extreme top fiber. 1.5.3 Capacities below the bold line are based on maximlum deflection of the length of beam divided by 180. 1.5.3 Beams in excess of 108" may require front to rear supports to prevent spreading or rotation. 1.5.4 This calculation computes the capacity of a given set of beams for various spans. Intermediate values may be obtained by interpolation. Extrapolation is not recommended. 1.6 Conventional formulae cannot be relied upon to give accurate strength data for the full range of applications of this gauge sections. Thus the use of pallet rack load tables is recommended. 1.7 The following tables apply only to uniformily distributed static loads, consult your NAS representive for special load coditions; seismic, wind or dynamic. 1.8 The calculation are stated in imperial units (since these were the units used in the sectional drawings and properties). 2.0 NAS Pallet Rack steel structural members are cold - formed from HRPO mild steel. RECIcWED Beams and Columns ASTM A570 GR 50 Yield strength min. 50 ksi. CITY OF T(1K OLA Braces and Footplates ASTM A589 Yield strength min. 36 ksi. SEP 12 2012 Design Criteria: RMI -1997, AISI -1996 and CAN-S136-1994 "Cold formed steel structural members'PERMIT CENTER Safety Factors: Beams - min. 1.67 for yield and. U180 on deflection Columns - min. 1.80 on torsional flexure buckling D12 -3o3 , JUL 03 '02 05 :42PM AMERICAN ENDFRAME AISI -1996 & RMI -1997 K =1.7 Y 3.000 1.625 P.3/16 0.025 0.500 • R0.135 0.110 SECTIONAL PROPERTIES Section D t An Ix ly x y Eo In in in2 1n4 in4 in • in in EF3114 1.625 0.070 0.349 0.490 0.165 1.500 0.841 0.538 EF3314 3.000 0.070 0.555 0.931 0.712 1.500 1.411 0.453 EF3313 3.000 0.085 0.662 1.100 0.840 1.500 1.410 0.445 EF3312 3.000 0.100 0.768 1.264 0.964 1.500 1.409 0.444 EF3311 3.000 0.115 0.872 1.422 1.083 1.500 1.408 0.442 Section Rx Ry Ro Xo B Cw J Ag in in in in in in6 in4 in2 EF3114 1.185 0.688 1.944 1.379 0.497 0.619 0.001 0.528 EF3314 1.295 1.133 2.537 1.864 0.460 2.147 0.001 0.720 EF3313 1.289 1.127 2.524 1.855 0.460 2.606 0.002 0.875 EF3312 1.283 1.121 2.517 1.853 0.458 3.065 0.003 1.029 EF3311 1.278 1.115 2.510 1.850 0.457 3.524 0.006 1.183 ENDFRAME LOAD CAPACITY IN POUNDS Section Unrestrained strut height in inches ( Floor to first beam level ) Unrestrained strut height in inches ( Floor to first beam level) . 48 60 72 84 96 108 120 132 EF3114 72 84 . • • • 96 11720 9800 7810 6030 4750 3830 3150 2630 EF3314 .. .49600 20650 17710 14620 11610 9120 7340 6020 5020 EF3313 • 12390 24640 21100 17380 13760 10810 8690 7120 5940 EF3312 ; 51570 t 39600 .:..30320 28560 24410 .20070 15850 12440 10000 8190 6830 EF3311 :. 32500 27730 22760 17940 14060 11290 9260 7710 DOUBLE COLUMN ENDFRAME LOAD CAPACITY IN POUF Section . Unrestrained strut height in inches ( Floor to first beam level ) 48 .. 60 . 72 84 . • • • 96 ,. 108. 120 . 132 DPEF3114 . . 26810 20650 • 15010 11010. • 8430 • .6660 . • 5390 .4460 DPEF3314 .. .49600 41570. 33500 •25920 :19840 • 15680 12700 10490 DPEF3313 58930 • 49310. 39660 30600 23430 .• 18510 14990 • 12390 DPEF3312 ; ;968120 ` 56910 . - "45670 :1.35150 '1.26910 ::x:21260. '17220 '•..14230 °. DPEF3311 '.:_ 77160 - .• 64370 ; 51570 t 39600 .:..30320 . -23960 ::".19400 •16030 ti r w AMERICAN ENDFRAME Members In Compression (Concentrically Loaded) AISI -1996 Singly Symmetric Section Subject to Torsional - Flexural Buckling 13 K =1.0 K =1.2 K =1.7 Height EF3114 EF3314 EF3313 EF3312 EF3311 24 14000 24310 29080 33780 38500 30 14000 24310 29080 33780 38500 36 14000 24310 29080 33780 38500 42 14000 24310 29080 33780 38500 48 14000 24310 29080 33780 38500 54 13800 23810 28470 33060 37700 60 13420 23230 27770 32240 36750 66 13000 22590 26990 31320 35680 72 12540 21880 26140 30320 34520 78 12040 21130 25220 29240 33280 84 11510 20320 24240 28100 31960 90 10950 19480 23230 26900 30590 96 10380 18610 22180 25670 29180 102 9800 17710 21100 24410 27730 108 9210 16810 20010 23140 26270 _ 114 8620 15900 18910 21860 24800 120 8040 14990 17820 20580 23340 126 7470 14080 16730 19310 21890 132 6900 13190 15660 18070 20460 138 6390 12310 14610 16840 19070 144 5940 11430 13590 15620 17670 150 5530 10630 12600 14510 16410 Height EF3114 EF3314 EF3313 EF3312 EF3311 24 14000 24310 29080 33780 38500 30 14000 24310 29080 33780 38500 36 14000 24310 29080 33780 38500 42 14000 24120 28840 33500 38220 48 13580 23470 28060 32580 37140 54 13090 22720 27150 31510 35900 60 12540 21880 26140 30320 34520 66 11940 20970 25030 29010 33020 72 11290 19990 23840 27620 31420 78 10610 18960 22600 26170 29750 84 9920 17890 21320 24670 28020 90 9210 16810 20010 23140 26270 96 8510 15710 18700 21600 24510 102 7810 14620 17380 20070 22760 108 7120 13740 16090 18560 21030 114 6490 12490 14820 17090 19350 120 5940 11430 13560 15620 17670 126 5450 10480 12420 14300 16180 132 5010 9630 11410 13140 14660 138 4630 8880 10520 12110 13690 144 4280 8210 9720 11190 12650 150 3970 7610 9010 10370 11720 Height EF3114 EF3314 EF3313 EF3312 EF3311 24 14000 24310 29080 33780 38500 30 13960 24070 28780 33430 38130 36 13340 23110 27620 32060 36540 42 12590 21960 26220 30420 34640 48 11720 20650 24640 28560 32500 54 10780 19220 22920 26540 30170 60 9800 17710 21100 24410 27730 66 8800 16170 19240 22240 25240 72 7810 14620 17380 20070 22760 78 6850 13100 15600 17940 20320 84 6030 11610 13760 15850 17940 90 5330 10260 12160 14000 15830 96 4750 9120 10810 12440 14060 102 4250 8160 9660 11120 12570 108 3830 7340 8690 10000 11290 114 3460 6630 7850 9030 10200 120 3150 6020 7120 8190 9250 126 2870 5480 6490 7470 8430 132 2630 5020 5940 6830 7710 138 0 0 0 0 0 144 0 0 0 0 0 150 0 0 0 0 0 r c1 AMERICAN DOUBLE COLUMN ENDFRAME Members in Compression (Concentrically Loaded) AISI 1996 Singly Symmetric Section Subject to Torsional - Flexural Buckling Kx=1.0 Height DP3114 DP3314 DP3313 DP3312 DP3311 24 39870 60990 71210 80890 90030 30 39870 60990 71210 80890 90030 36 38970 60990 71210 80890 90030 42 37720 60990 71210 80890 90030 48 36320 60900 71210 80890 90030 54 34800 59170 70420 80890 90030 60 33180 57290 68170 78900 89480 66 31480 55280 65760 76090 86260 72 29710 53170 63220 73120 82870 78 27910 50960 60570 70030 79340 84 26080 48680 57830 66840 75690 90 24250 46340 55030 63570 71960 96 22430 43960 52180 60250 68180 102 20650 41570 49310 56910 64370 108 18910 39170 46440 53560 60560 114 17230 36790 43590 50240 56770 120 15630 34430 40770 46970 53040 126 14140 32110 38010 43750 49390 132 12890 29850 35310 40620 45820 138 11790 27660 32690 37580 42360 144 10830 25490 30090 34570 38950 150 9980 23500 27730 31860 35890 Kx =12 Kx =1.7 Height DP3114 DP3314 DP3313 DP3312 DP3311 24 39870 60990 71210 80890 90030 30 38970 60990 71210 80890 90030 36 37450 60990 71210 80890 90030 42 35730 60230 71210 80890 90030 48 33840 58060 .69090 79980 90030 54 31830 55700 66250 76670 86920 60 29710 53170 63220 73120 82870 66 27540 50510 60030 69400 78620 72 25350 47750 56710 65540 74210 78 23160 44920 53320 61580 69690 84 21000 42050 49890 57580 65130 90 18910 39170 46440 53560 60560 96 16910 36310 43020 49580 56020 102 15010 33500 39660 45670 51570 108 13370 30750 36380 41860 47230 114 12000 28090 33200 38180 43040 120 10830 25490 30090 34570 38950 126 9820 23120 27300 31350 35320 132 8950 21060 24870 28570 32190 138 8190 19270 22750 26140 29450 144 7520 17700 20900 24000 27040 150 6930 16310 19260 22120 24920 Height DP3114 DP3314 DP3313 DP3312 DP3311 24 37980 60990 71210 80890 90030 30 35580 60050 71210 80890 90030 36 32850 56900 67700 78360 88850 42 29890 53380 63480 73430 83220 48 26810 49600 58930 68120 77160 54 23700 45630 54180 62570 70830 60 20650 41570 49310 56910 64370 66 17730 37500 44440 51240 57900 72 15010 33500 39660 45670 51570 78 12770 29630 35040 40310 45470 84 11010 25920 30600 35150 39600 90 9590 22580 26660 30620 34500 96 8430 19840 23430 26910 30320 102 7470 17580 20750 23840 26860 108 6660 15680 18510 21260 23960 114 5980 14070 16610 19080 21500 120 5390 12700 14990 17220 19400 126 4890 11520 13600 15620 17600 132 4460 10490 12390 14230 16030 138 4080 9600 11340 13020 14670 144 3740 8820 10410 11960 13470 150 3450 8120 9590 11020 12420 20. E0 Tr m W 3 -0 JUL 03 '02 05:44PM P.6/16 11 AMERICAN PALLET RACK STEP BEAM H-1.800 079 1.63 3.000 4.000 4.500 5.000 5.900 C).000 1 - 2 P-1 AA RMI-1997 & AISI-1996 --• Y SECTIONAL PROPERTIES - Section H in W In t In An in2 lx in4 Rx In4 x In S920 2.250 0.750 0.070 0.622 0.437 0.838 0.928 S825 2.625 1.625 0.070 0.759 0.837 1.050 1.163 SB30 3.000 1.625 0.070 0.816 1.006 1.110 1.402 SB35 3.500 1.625 0.070 0.891 1.465 1.282 1.661 SB40 4.000 1.625 0.070 0.966 2.079 1.467 1.890 S345 4.500 1.625 0.070 1.041 2.785 1.636 2.140 S850 5.000 1.625 0.070 1.116 3.569 1.788 2.429 SB55 5.500 1.625 0.070 1.191 4.542 1.953 2.684 SB60 6.000 1.625 0.070 1.266 5.668 2.116 2.938 SBX60 6.000 1.625 0.100 1.772 8.355 2.171 2.874 JUL 03 '02 05:45PM AMERICAN PALLET RACK STEP BEAM LOAD CHART Safe Uniformily Distributed Load on a Pair of Simoiv Sunoorted Bems with 2 ° P.7/16 Length in SB20 SB25 SB25 SB30 S835 StepElean1Section SE40 SEAS SB50 SB55 SB60 SBX60 48 5120 7050 7710 7800 9600 11970 12000 12000 12000 12000 12000 54 4110 1 6860 6940 8540 10640 12000 12000 12000 12000 12000 60 3320 1 6170 6250 7680 9580 11330 12000 12000 12000 12000 66 2750 4830 5280 1 5680 6980 8700 - 10300 11630 12000 12000 12000 72 2320 4060 4440 1 5200 6400 7980 9440 10660 12000 12000 12000 78 1970 3460 3780 4550 5910 7360 8710 9840 11340 12000 12000 84 1680 2980 3260 3920 I . 5480 6840 8090 9140 10530 12000 12000 90 1460 2600 2840 3440 4980 I 6380 7550 8530 9830 11200 12000 •96 ' 1290 2280 2490 :.30001). 4380 1 •5980 7080 8000 9200 10500 12000 102 1130 2020 2210 2660 3870 5490 1 6660 7530 8670 9880 12000 148,./ 1020 1800 1970 2370 3460 4900 1 6290 7100 8190 9340 12000 114 910 1620 1770 2120 3090 4400 5900 6730 7750 8840 12000 120,. 830 760 1590 1910 2800 3970 5320 6390 7360 8390 12000 126 740 126 1440 1740 2540 3600 4820 6080 7010 8000 12000 132 670 11010 1310 1580 2310 3280 4400 5630 6700 7640 11500 138 610 10510 1200 1440 2110 3000 4020 5150 6400 7300 11010 144 ' 560 10060 1100 1330 1930 2750 3700 4740 6030. 6990 10550 150 520 9640 1010 1220 1780 2540 3400 4360 5560 6720 10120 156 480 9250 940 1130 1650 2350 3150 4040 5130 6410 9460 162 430 8640 870 1050 1530 2170 2920 3740 4760 5940 8770 Safe (Jniformily Distributed Load on a Pai Length in SB20 SB25 SB30 S535 Step Beam iection SB40 68.45 SB50 SB55 SB60 SBN60 . 48 4680 7050 7130 8770 10940 12000 12000 12000 12000 12000 54 3760 I 6270 6340 7800 9720 11510 12000 12000 12000 12000 60 3040 I 5640 5710 7020 8750 10350 11690 12000 12000 12000 66 2520 4830 1 5190 6380 7950 9410 10630 12000 12000 12000 72 2120 4060 1 4750 5850 7290 8630 9740 11220 12000 12000 78 1800 3460 4160 1 5400 6730 7960 8990 10360 11810 12000 - 84 1540 2980 3580 1 5010 6250 7390 8350 9620 10960 12000 90 1340 2600 3120 4550 1 5830 6900 7790 8980 10230 12000 96 1180 2280 2740 4000 1 5470 6470 7310 8410 9590 12000 102 1040 2020 2430 3540 5020 1 6090 6880 7920 9030 12000 108 940 1800 2170 3160 4480 1 5750 6490 7480 8530 12000 114 840 1620 1940 2830 4020 5390 6150 7080 8080 12000 _ 120 760 1460 1750 2560 3630 4860 5840 6730 7670 11570 126 680 1320 1590 2320 3290 4410 _ 5560 6410 7310 11010 132 620 1200 1450 2110 3000 4020 5150 1 6120 6980 10510 138 560 1100 1320 1930 2740 3680 4710 1 5850 6670 10060 144 520 1010 1220 1770 2520 3380 4330 5510 4 6390 9640 150 480 930 1120 1630 2320 3110 3990 5080 i 6140 9250 156 440 880 1040 1510 2150 2880 3690 4690 5860 8640 162 400 800 960 1400 1990 2670 3420 4350 5430 8010 JUL 03 '02 05:45PM AMERICAN PALLET RACK STEP BEAM LOAD CHART Three Pallet Load on a Pair of Simply Suppo P.8/16 Length in SB20 SB25 SB25 SB30 SB35 Step Beam Section SB40 SB45 Step Beam Section SB40 SB45 SB50 SB55 SB60 SBX80 48 3360 5160 1790 5140 6320 5470 7880 9330 10540 12000 12000 12000 54 2820 1 4600 1590 4570 5620 4860 7010 8290 9360 10790 12000 12000 60 2280 1 4140 1430 4110 5060 4370 6310 7460 8430 9710 11070 12000 66 1880 3620 1 3740 4600 3970 5730 6790 7660 8820 10060 12000 72 1580 3040 1 3430 4210 3640 5250 6220 7020 8090 9220 12000 78 1340 2580 1080 3120 3890 3360 4850 5740 6480 7470 8510 12000 84 1160 2220 930 2690 3610 3120 4500 5330 6020 6930 7900 11910 90 1000 1940 810 _ 2340 3370 2910 4200 4970 5620 6470 7380 11120 96 880 1700 710 2060 - 3000 2730 3940 4660 5270 6070 6920 10420 102 780 1500 630 1820 2650 1' 3710 4390 4960 5710 6510 9810 108 700 1340 560 1620 2370 2430 3360 1 4140 4680 5390 6150 9260 114 620 1200 500 1460 2120 2300 3010 1 3930 4430 5110 5820 8780 120 560 1080 450 1310 1920 2180 2720 3650 - 4210 3360 4850 5530 8340 126 500 980 990 1190 1740. 2460 2470 3310 4010 3650 4620 5270 7940 132 460 900 1320 1090 1580 c 2250 3010 3830 5250 4410 5030 7580 138 420 820 1710 990 1450 2060 2760 3530 1 4220 4810 7250 144 380 760 1570 910 1330 1890 2530 3240 . 1 4040 4610 6950 160 360 700 1450 840 1220 1740 2330 2990 4620 3810 4420 - 6670 156 320 640 1340 780 1130 1610 2160 2760 ' 4450 3520 1 4250 6410 162 300 600 1240 720 1050 1 1490 2000 2560 4280 - 3260 4070 6010 Concentrated Load on a Pair of Simply Supported Beams Length In SB20 SB25 SB30 SB35 Step Beam Section SB40 SB45 SB50 SB55 SB60 SBX60 48 1170 1790 3560 4380 5470 6470 7310 8410 9590 12000 54 1040 1590 3170 3900 4860 5750 6490 7480 8530 12000 60 930 1430 2850 3510 4370 5170 5840 6730 7670 11570 66 780 1 1300 2590 3190 3970 4700 5310 6120 6980 10510 72 660 1 1190 2370 2920 3640 4310 4870 5610 6390 9640 78 560 1080 2190 2700 3360 3980 4490 5180 5900 8900 84 480 930 2030 2500 3120 3690 4170 4810 6480 8260 90 420 810 _ 1900 2340 2910 3450 3890 4490 5110 7710 96 370 710 1710 2190 2730 3230 3650 4200 4790 7230 102 330 630 1520 2060 2570 3040 3440 3960 4510 6800 108 290 560 1350 1950 2430 2870 ' 3240 3740 4260 6420 114 260 500 1210 1770 2300 2720 3070 3540 4040 6080 120 230 450 1090 1600 1 2180 2580 2920 3360 3830 5780 126 210 410 990 1450 2050 2460 2780 3200 3650 5500 132 190 370 900 1320 1870 2350 2650 3060 3490 5250 138 180 340 830 1210 1710 2250 2540 2920 3330. 5030 144 160 310 760 1110 1570 2110 2430 2800 3190 4820 150 150 290 700 1020 1450 1940 2330 2690 3070 4620 156 140 270 650 940 1340 1800 2240 2590 2950 4450 162 130 250 600 870 1240 1660 2130 1 2490 2840 4280 - JUL 03 '02 05 :46PM . AMERICAN RACK POST .673 2 TYP. 1.062 R.086 P.9/16 .025 R.135 .5 3 NAS 3311 3 NAS 3114 1 .888 2 TYP. .53-- .24- .030' RAD TYP. 625 575 *,oa (3Ge) — -d27 (I3G0 I -AO UIG MAT'L; 14GA (.075 ") - 11Ga (.120 ") HRP &❑ MIN 50 KPSI YIELD DRAWING NQ. TRP002 -D .312 DATE. 4 -08-0L USA RACKING STANDARD FOOTPLATE -FOR 1 5/8" & 3" POSTS 1 5/8' x 14Ga UPRIGHT 5/8 1/8 1/8 DRAW 4G NU+ TRPO 1/8 3' x 11Ga, 13Ga, 14Ga UPRIGHT WELDING DETAIL 14 1 4 vas DIMPLE 3 FOOTPLATE 3' x 4 1/2' x 1OGA WITH (2) 9/16' DIA HOLES 1'X1/4° DIMPLE ' r v p$ , 2 Y f° �53`f.. .ari � ti".. F t � - e � �': x -- � Containers Physical. ; -Descnption ,:. , LOvento . y IFC C assification 1 , 800664 ; U/D STRP PNT HGWY BLU 200Z 14 Aerosol Level 2 20 fl -oz Aerosol Aerosol Level 2 TOTAL 441395 3M SUPER 77 MULTI ADHESIVE AEROSOL 24 OZ. 6 Aerosol Level 3 24 fl -oz Aerosol 441396 3M SUPER 77 MULTI - PURPOSE SPRAY ADHESIVE AEROSOL 12 Aerosol Level 3 17.6 fl -oz AeroP,„, 441298 AEROSOL RUBBER THREAD GASKET 4 OZ 1 Aerosol Level 3 40 fl -oz p, Aerosol 441299 AEROSOL WEATHER GUARD 4 OZ 2 Aerosol Level 3 4 fl -oz . Aerosol 880720 AIREZE AERESOL 16 OZ 10 Aerosol Level 3 16 fl -oz Aerosol 880016 BELT DRESSING 6 OZ. 12 Aerosol Level 3 6 fl -oz Aerosol 98 -7401 BI -FOLD DOOR TOUCH -UP SPRAY PAINT NAVAJO WHITE 12 12 Aerosol Level 3 12 fl -oz Aerosol 98 -7400 BI -FOLD DOOR TOUCH -UP SPRAY PAINT WINDSOR WHITE 1 12 Aerosol Level 3 12 fl -oz Aerosol 880810 BIG -D DEODORANT /AIR FR 1 Aerosol Level 3 128 fl -oz Aerosol 441418 BLUE RN SILICONE 3 OZ TUBE 7 Aerosol Level 3 3 fl -oz Aerosol 880058 CARPET /UPHOLSTERY CLEANER - 22 OZ 1 Aerosol Level 3 22 fl -oz Aerosol 880253 CHALKBOARD /WHITE BOARD 48 Aerosol Level 3 19 fl -oz Aerosol 558664 DAP KWIK FOAM POLYURETHANE INSULATING FOAM SEALAN 21 Aerosol Level 3 12 fl -oz Aerosol 441333 DAP TEX PLUS LATEX FOAM SEALANT 12 OZ. 19 Aerosol Level 3 12 fl -oz Aerosol 880606 DISINFECTANT DEODORANT 9 Aerosol Level 3 17 fl -oz Aerosol 880581 DUAL ODOR ELIMINATOR, TOTAL RELEASE FOGGER, 5 OZ 31 Aerosol Level 3 5 fl -oz Aerosol 800263 EPDXY ENAMEL APPLIANCE ALMON 25 Aerosol Level 3 11 fl-oz Aerosol 880808 FIRE D ONE -SHOT ODOR FOGGER 50Z 53 Aerosol Level 3 5 fl -oz Aerosol 800269 FLUORESCENT SPRAY PAINT ORANGE 9 Aerosol Level 3 11 fl -oz Aerosol _880773 FORMICA BRITE, PROFESSIONAL SOLUTIONS CLEANER /POL 12 Aerosol Level 3 18 fl -oz Aerosol 880097 FRESH N CLEAN DEODORANT FOGGER 6 OZ. 27 Aerosol Level 3 6 fl -oz Aerosol 880601 GEL VANDALISM MARK REMOVER 18 Aerosol Level 3 16 fl -oz Aerosol JWP04788 GOODSENSE AIR FRESHENER TUF CN 20 Aerosol Level 3 14 fl -oz Aerosol JWP04809 GOODSENSE AUTO SPRAY AIR FRESHNR EA 22 Aerosol Level 3 1 fl -oz Aerosol 880619 INSTITUTIONAL WASP & HORNET KILLER 16.4 OZ 44 Aerosol Level 3 16 fl -oz Aerosol 441147 KILZ ODORLESS 13 OZ. 31 Aerosol Level 3 13 fl -oz Aerosol 100075 KILZ OVERHEAD STAIN SEALER UPSHOT 12 Aerosol Level 3 10 fl -oz Aerosol 100044 KILZ SEALER /PRIMER /STAIN BLOCKER 13 OZ. 200 Aerosol Level 3 13 fl -oz Aerosol 800011 KRYLON APPLIANCE EPDXY ENAMEL SPRAY BISCUIT 12 OZ 8 Aerosol Level 3 12 fl -oz Aerosol 799003 KRYLON ECO -GUARD LATEX SPRAY PAINT GLOSS BLACK 12 10 Aerosol Level 3 12 fl -oz Aerosol 800058 KRYLON FUSION FOR PLASTIC SPRAY PAINT DOVER WHITE 4 Aerosol Level 3 12 fl -oz Aerosol 800057 KRYLON FUSION FOR PLASTIC SPRAY PAINT GLOSSS BLAC 7 Aerosol Level 3 12 fl -oz Aerosol 800056 KRYLON FUSION FOR PLASTIC SPRAY PAINT GLOSSS WHIT 7 Aerosol Level 3 12 fl -oz Aerosol 800076 KRYLON FUSION FOR PLASTIC SPRAY PAINT HUNTER GREE 12 Aerosol Level 3 12 fl -oz Aerosol 800495 KRYLON INTERIOR LATEX PAINT FLAT BRIGHT WHITE 5 G 1 Aerosol Level 3 5 fl -oz Aerosol 902329 KRYLON INTERIOR /EXTERIOR ENAMEL SPRAY PAINT ANTIQ 1 Aerosol Level 3 12 fl -oz Aerosol 902328 KRYLON INTERIOR /EXTERIOR ENAMEL SPRAY PAINT CLASS 6 Aerosol Level 3 12 fl -oz Aerosol 800260 KRYLON INTERIOR /EXTERIOR HIGH HEAT BARBEQUE BLACK 22 Aerosol Level 3 11 fl -oz Aerosol 902338 KRYLON RUST TOUGH SPRAY PAINT ALUMINUM 15 OZ 6 Aerosol Level 3 15 fl -oz Aerosol CORRECTION LTR# (22 16.88 583.05 9.0 13.20 • 2.50 0.50 10.00 4.50 9.00 9.00 8.00 1.3 1.3 57.0 15.6 14.5 9.5 9. 17. 16. 6. LBS LBS LBS LBS LBS LBS LBS LBS REVIEWED FOR LB` ODE COMPLIANCE LBS APPROVED LBS LBS OCT 0 3 2012 LBS LBS LBS City of Tukwila 6 ILDING DIVISION 13.50 LBS 10.06 LBS 17.82 LBS 17.85 LBS 1.38 LBS 43.76 LBS 24.98 LBS 7.50 LBS 162.50 LBS 6.31 LBS 7.75 LBS 3.09 LBS 5.14 LBS 5.60 LBS 9.00 LBS 0.31 LBS 0.75 LBS RECEIVED 4.50 LBS 15.20FSTY OF TUKWILA 5.63IILBS SEP 1 2 2012 PERMIT CENTER t: 4! x C C ntai CORRECTION LTR# (22 16.88 583.05 9.0 13.20 • 2.50 0.50 10.00 4.50 9.00 9.00 8.00 1.3 1.3 57.0 15.6 14.5 9.5 9. 17. 16. 6. LBS LBS LBS LBS LBS LBS LBS LBS REVIEWED FOR LB` ODE COMPLIANCE LBS APPROVED LBS LBS OCT 0 3 2012 LBS LBS LBS City of Tukwila 6 ILDING DIVISION 13.50 LBS 10.06 LBS 17.82 LBS 17.85 LBS 1.38 LBS 43.76 LBS 24.98 LBS 7.50 LBS 162.50 LBS 6.31 LBS 7.75 LBS 3.09 LBS 5.14 LBS 5.60 LBS 9.00 LBS 0.31 LBS 0.75 LBS RECEIVED 4.50 LBS 15.20FSTY OF TUKWILA 5.63IILBS SEP 1 2 2012 PERMIT CENTER -.5d Ti. 44..,,,,nn,�.'�� +S'i: f Ji i s3 'z'3 s �.� ..� .r :''.. d �?�^ -y.. •: :,, '".., ,a ;��'. 6. `� YA:.� •%'t� ��i' `r.� y.. f r .4: H :s, .< ;� � 'Description s' �� x � P ..: �..`��. � �'� PROFESSIONAL SOLUTIONS OVEN CLEANER 19 OZ IStockfn r �� .Invento ....�..,..�„ 29 `� €- .�i;. YF ,. ;N^y +- ,:.,�;:_.� ,�.' 1 T��.1.:.f;'.. ' h ,..2" IFCCassification � ;�..,� � ~�..... Aerosol Level 1 :Co tai k Size 19 ; ,. Container ijr links �'� fl -oz z Physical }. �' Aerosol Total � ; Vorume (de' [ABS% 880607 34.04 7.13 9.06 13.33 15.00 8.55 50.89 11.36 14.25 21.56 1230.16 12.75 7.41 40.18 8.70 23.83 9.72 26.71 19.67 6.88 4.58 4.95 21.56 16.21 61.55 55.00 17.27 21.75 21.67 34.02 36.25 15.33 6.00 18.00 18.75 8.96 15.75 8.35 10.88 9.00 4.50 880421 RAID FLYING INSECT KILLER 19 OZ 6 Aerosol Level 1 19 fl -oz Aerosol 880436 RAID FLYING INSECT KILLER SPRAY, 15 OZ 10 Aerosol Level 1 15 fl -oz Aerosol 880282 RENOWN ODOR NEUTRALIZER PLUS 13 Aerosol Level 1 16 fl -oz Liquid 70726 ROACH AND ANT KILLER 17.5 OZ 14 Aerosol Level 1 17.5 fl -oz Aerosol 880609 RUG & UPHOLSTERY CLEANER. 8 Aerosol Level 1 18 fl -oz Aerosol JWP04441 SHINE -UP FURNITURE POLISH AERO CN 46 Aerosol Level 1 17.7 fl -oz Aerosol 880420 TWINKLE STAINLESS STEEL PLSH 11 Aerosol Level 1 17 fl -oz Aerosol 880431 VANISH TUB AND TILE CLEANER, 19 OZ 12 Aerosol Level 1 19 fl -oz Aerosol 880432 WINDEX GLASS AND SURFACE CLEANER, 20 02 17 Aerosol Level 1 20 fl -oz Aerosol Aerosol Level 1 TOTAL JWP04751 CONQ -R -DUST MOP TREATMENT 12 Aerosol Level 2 17 fl -oz Aerosol 880428 DEEP WOODS OFF INSECT REPELLANT 6 OZ 20 Aerosol Level 2 6 fl -oz Aerosol JWP04832 ENDBAC II AEROSOL SPRAY DISINFECTANT 1502 12 /CS 43 Aerosol Level 2 15 fl -oz Aerosol 800383 HOMAX TXT EASY TOUCH SPRAY 100Z 14 Aerosol Level 2 10 fl -oz Aerosol 800262 KRYLON EPDXY ENAMEL APPLIANCE WHITE 12 OZ. CAN 35 Aerosol Level 2 11 fl -oz Aerosol 800368 KRYLON HIGH HEAT SPRAY PAINT ALUMINUM 12 OZ 14 Aerosol Level 2 11 fl -oz Aerosol 800376 KRYLON HIGH HEAT SPRAY PAINT BLACK 12 OZ 39 Aerosol Level 2 11 fl -oz Aerosol 800369 KRYLON HIGH HEAT SPRAY PAINT WHITE 12 OZ 29 Aerosol Level 2 11 fl -oz Aerosol 800375 KRYLON INTERIOR /EXTERIOR ENAMEL SPRAY PAINTALMON 10 Aerosol Level 2 11 fl -oz Aerosol 800374 KRYLON INTERIOR /EXTERIOR ENAMEL SPRAY PAINT FLAT 7 Aerosol Level 2 11 fl -oz Aerosol 800373 KRYLON INTERIOR /EXTERIOR ENAMEL SPRAY PAINT FLAT 7 Aerosol Level 2 11 fl -oz Aerosol 800371 KRYLON INTERIOR /EXTERIOR ENAMEL SPRAY PAINT GLOSS 31 Aerosol Level 2 11 fl -oz Aerosol 800372 KRYLON INTERIOR /EXTERIOR ENAMEL SPRAY PAINT GLOSS 24 Aerosol Level 2 11 fl -oz Aerosol 800660 KRYLON LINE -UP STRIPING PAINT WHITE 20 OZ CAN 49 Aerosol Level 2 20 fl -oz Aerosol 800662 KRYLON LINE -UP STRIPING PAINT YELLOW 20 OZ CAN 44 Aerosol Level 2 20 fl -oz Aerosol 800676 KRYLON UPSIDE -DOWN MARKING PAINT ALERT BLUE 14 Aerosol Level 2 20 fl -oz Aerosol 800670 KRYLON UPSIDE -DOWN MARKING PAINT ALERT ORANGE 17 Aerosol Level 2 20 fl -oz Aerosol 800672 KRYLON UPSIDE -DOWN MARKING PAINT ALERT ORANGE SOL 17 Aerosol Level 2 20 fl -oz Aerosol 800678 KRYLON UPSIDE -DOWN MARKING PAINT ALERT WHITE 27 Aerosol Level 2 20 fl -oz Aerosol 800674 KRYLON UPSIDE -DOWN MARKING PAINT ALERT YELLOW 29 Aerosol Level 2 20 fl -oz Aerosol 880622 LEMON FURNITURE POLISH 15 Aerosol Level 2 16 fl -oz Aerosol 800143 PAINT SPRAY SEMI -GLOSS WHITE 8 Aerosol Level 2 12 12 fI-oz Aerosol REN03549 -HP RENOWN ORANGE CITRUS METERED AEROSOL REFILL 24 Aerosol Level 2 fl -oz Aerosol 800235 SPRAY ENAMEL GOLD 11 OZ 30 Aerosol Level 2 10 fl -oz Aerosol 800239 SPRAY ENAMEL RED PRIMER 14 Aerosol Level 2 10 fl-oz Aerosol 803667 SPRAY PAINT ALUMINUM TC ENAMEL 12 OZ 21 Aerosol Level 2 12 fl -oz Aerosol 803665 SPRAY PAINT CLEAR GLOSS TOP COAT TC 12 OZ 11 Aerosol Level 2 12 fl -oz Aerosol 803662 SPRAY PAINT OSHA BLACK TC ENAMEL 12 OZ 15 Aerosol Level 2 12 fl -oz Aerosol 803661 SPRAY PAINT OSHA WHITE TC ENAMEL 12 OZ 12 Aerosol Level 2 12 fl -oz Aerosol 800184 SPRAY PAINT WHITE PRIMER 6 Aerosol Level 2 12 fl -oz Aerosol LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS ..t'�., 902336 ` 'x "°"'4 R7 a`,�3•.a, y.,.:> :.: >; -,-s. ,`` ,Descnptlon KRYLON RUST TOUGH SPRAY PAINT CHESTNUT BROWN 15 0 -I. Stoc in g Unven 6 eP.'a.`g?. �. +,i5.w3 ; $ I C Classi idt on Aerosol Level 3 Contain, ne..r'r M 3 X 15 s': , �:X F: yzx� ' 'ihys cal :. P Stat , Total „V o l u. me 0,;d mo% S a 5.63 10.45 11.25 18.75 14.06 5.63 5.50 8.25 12.56 14.40 9.34 8.25 5.08 30.81 15.54 8.15 25.88 7.50 11.25 13.50 0.75 0.75 12.00 11.90 7.37 2.13 10.29 17.88 4.13 7.19 7.30 4.50 10.50 12.38 7.50 14.85 23.86 0.94 2.36 1.35 0.34 Co n itt ainerN.y Units fl -oz Aerosol 902332 KRYLON RUST TOUGH SPRAY PAINT FLAT BLACK 15 OZ 11 Aerosol Level 3 15 fl -oz Aerosol 902333 KRYLON RUST TOUGH SPRAY PAINT FLAT GRAY PRIMER 15 12 Aerosol Level 3 15 fl -oz Aerosol 902331 KRYLON RUST TOUGH SPRAY PAINT GLOSS BLACK 15 OZ 20 Aerosol Level 3 15 fl -oz Aerosol 902330 KRYLON RUST TOUGH SPRAY PAINT GLOSS WHITE 15 OZ 15 Aerosol Level 3 15 fl -oz Aerosol 902335 KRYLON RUST TOUGH SPRAY PAINT LIGHT GRAY 15 OZ 6 Aerosol Level 3 15 fl -oz Aerosol 441217 KRYLON SPRAY ENAMEL ALUMINUM 11 OZ 8 Aerosol Level 3 11 fl -oz Aerosol 800367 KRYLON SPRAY ENAMEL CLEAR 11 OZ AEROSOL 12 Aerosol Level 3 11 fl -oz Aerosol 800266 KRYLON STAIN FIX PRIMER SEALER 12 OZ 17 Aerosol Level 3 12 fl -oz Aerosol REN03497 -CT LEMON METERED AEROSOL REFILL 19 Aerosol Level 3 12 fl -oz Aerosol 556650 LIQUID WRENCH #1 - 11 OZ 14 Aerosol Level 3 11 fl -oz Aerosol 556651 LIQUID WRENCH #2 LUBRICANT 11 OZ AEROSOL 12 Aerosol Level 3 11 fl -oz Aerosol L106 LIQUID WRENCH 6 OZ SPRAY 10 Aerosol Level 3 8 fl -oz Aerosol 441001 MAXIMUM EXPANDING FOAM SEALANT 12 OZ. 41 Aerosol Level 3 12 fl -oz Aerosol 441010 MAXIMUM EXPANDING FOAM SEALANT 20 OZ. 12 Aerosol Level 3 20 fl -oz Aerosol 880621 METERED AIR FRESHENER REFILLS CITRUS 6.6 OZ 19 Aerosol Level 3 7 fl -oz Aerosol 441002 MINIMUM EXPANDING FOAM SEALANT 12 OZ. 35 Aerosol Level 3 12 fl -oz Aerosol 880341 MOLDSTAT AIREZE FOGGER 7 OZ 17 Aerosol Level 3 7 fl -oz Aerosol 880343 MOLDSTAT MOLD RESISTANT COATING & ENCAPSULATOR 15 9 Aerosol Level 3 20 fl -oz Aerosol 880129 NAMCO STAINERATOR SPOT AND STAIN REMOVER, 18 OZ 12 Aerosol Level 3 18 fl -oz Aerosol 800095 NEW FUSION FAIRYTALE PINK 1 Aerosol Level 3 12 fl -oz Aerosol 800079 NEW FUSION SPRING GRAS 1 Aerosol Level 3 12 fl -oz Aerosol 441211 NEW INDUSTL STRNGTH SPRAY ADHES 12 Aerosol Level 3 16 fl oz Aerosol 880090 NEW RAID ANT /ROACH AERO SPRAY - 17 OZ 11 Aerosol Level 3 17 fl -oz Aerosol 880089 NEW RAID CONCENTRATED DEEP REACH 11 Aerosol Level 3 11 fl -oz Aerosol 880060 NEW TIRE SHINE - 17 OZ 2 Aerosol Level 3 17 fl -oz Aerosol 880029 NON -CHLOR CARB MEDIC - 12 OZ 14 Aerosol Level 3 12 fl -oz Aerosol 800201 OIL BASE PRIMER /SEALER COVER -STAIN 13 OZ. 22 Aerosol Level 3 13 fl -oz Aerosol 800267 OOPS! 11 OZ AEROSOL SPRAY 6 Aerosol Level 3 11 fl oz Aerosol 880093 OUST OUTDOOR SCENT SANITIZER 10 OZ. 12 Aerosol Level 3 10 fl -oz Aerosol REN03529 -CT PREMIER SPRING VALLEY METERED AERO 19 Aerosol Level 3 6 fl -oz Aerosol REN03530 -CT PREMIER SWEET ORCHARD METERED AERO 12 Aerosol Level 3 6 fl -oz Aerosol 880108 PRO EXTERMINATOR BUG KILLER 17.5 OZ. 12 Aerosol Level 3 14 fl -oz Aerosol 441373 PRO FOAM POLY SEALANT 33 OZ. 6 Aerosol Level 3 33 fl -oz Aerosol 880774 PROFESSIONAL SOLUTIONS SILICONE SPRAY 15 OZ 12 Aerosol Level 3 10 fl -oz Aerosol 880012 QUICK STARTING FLUID 11 OZ. 22 Aerosol Level 3 11 fl -oz Aerosol 880422 RAID WASP /HORNET KILLER 14OZ 27 Aerosol Level 3 14 fl -oz Aerosol 880480 RENOWN 3000 AIR NEUTRALIZER REFILL, CINNAMON STIC 8 Aerosol Level 3 1.8 fl -oz Aerosol 880475 RENOWN 3000 AIR NEUTRALIZER REFILL, COTTON FRESH 21 Aerosol Level 3 1.8 fl -oz Aerosol 880481 RENOWN 3000 AIR NEUTRALIZER REFILL, MANGO JUICE 12 Aerosol Level 3 1.8 fl -oz Aerosol 880479 RENOWN 3000 AIR NEUTRALIZER REFILL, SEA SPRAY 12C 3 Aerosol Level 3 1.8 fl -oz Aerosol LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS ryyy r. IJSN f �� 880465 .: -.5,:: ;e; 1 k ;_ " ;i �,.+ + : e.: -� :.. ., 7�F�_bY k p r �� � �. y�esc�iNti�n ����' RENOWN AIR NEUTRALIZER REFILL, CINNAMON STICK -'u,. 7 i, k ..Stockin ��� �;y=, +pL;',4,3Y g.t1,e ;I ; vents 36 . • -, nd,7,.' ti5.: y 4 �.�� ;• 4 FG.CIassJficati�n Aerosol 'f = • .�"� ? x Level Ak�,,,, , 1 �,; 3 ; .` tn. : : �? ;�:> S:2q�I!'e;,;q Fn-- er � 6 Co gainer. Unl s fl -oz K ' }? Phsicalil �� Aerosol . 'aC..:. Volume`' t" . (Gal /LAS.) 13.50 6.76 0.38 6.75 9.00 4.50 30.64 18.17 1.19 0.90 12.19 5.00 17.68 7.69 6.30 7.38 8.75 17.36 4.50 7.50 3.60 14.25 17.13 23.01 1.45 11.03 12.50 9.19 13.85 1.94 13.50 14.58 15.51 16.36 28.33 18.75 25.70 27.27 15.58 13.33 24.79 880469 RENOWN AIR NEUTRALIZER REFILL, GREEN APPLE 18 Aerosol Level 3 6 fl -oz Aerosol 880471 RENOWN AIR NEUTRALIZER REFILL, LEMON JUICE 1 Aerosol Level 3 6 fl-oz Aerosol 880466 RENOWN AIR NEUTRALIZER REFILL, MANGO JUICE 18 Aerosol Level 3 6 6 6 fl -oz Aerosol 880467 RENOWN AIR NEUTRALIZER REFILL, ORANGE CITRUS 24 Aerosol Level 3 fl -oz Aerosol 880464 RENOWN AIR NEUTRALIZER REFILL, VANILLA BEAN 12 Aerosol Level 3 fl -oz Aerosol 880279 RENOWN BASEBOARD STRIPPER CLEANER - AEROSOL 12 22 Aerosol Level 3 22 fl -oz Aerosol 880266 RENOWN CARPET SPOT REMOVER - AEROSOL 12/15OZ/ 19 Aerosol Level 3 15 fl -oz Aerosol 880264 RENOWN CITRUS ALL PURPOSE CLEANER DEGREASER AEROS 1 Aerosol Level 3 19 1 fl -oz Aerosol 880259 RENOWN CREAMY LEMON FURNITURE POLISH AEROSOAL 14 Aerosol Level 3 fl -oz Aerosol 880280 RENOWN DUST MOP TREATMENT - AEROSOL 12/18OZ/C 11 Aerosol Level 3 18 fl -oz Aerosol 880268 RENOWN GEL VANDAL MARK REMOVER 13 Aerosol Level 3 6 fl -oz Aerosol 880269 RENOWN GUM REMOVER II AEROSOL 12 /6OZ /CS 47 Aerosol Level 3 6 fl-oz Aerosol 880457 RENOWN LCD AEROSOL DISPENSING REFILL, COTTON FRES 21 Aerosol Level 3 6 fl -oz Aerosol 880459 RENOWN LCD AEROSOL DISPENSING REFILL, ORCHARD 17 Aerosol Level 3 6 fl -oz Aerosol 880461 RENOWN LCD AEROSOL DISPENSING REFILL, SEA SPRAY 20 Aerosol Level 3 6 fl -oz Aerosol 880458 RENOWN LCD AEROSOL DISPENSING REFILL, SPRING VALL 23 Aerosol Level 3 6 fl -oz Aerosol 880260 RENOWN LEMON OIL FURNITURE POLISH AEROSOL 12/18 15 Aerosol Level 3 18 fl -oz Aerosol 880292 RENOWN ODOR NEUTRALIZER PLUS, CINNAMON 12 Aerosol Level 3 6 fl -oz Aerosol 880293 RENOWN ODOR NEUTRALIZER PLUS, MANGO 20 Aerosol Level 3 6 fl -oz Aerosol 880294 RENOWN ODOR NEUTRALIZER PLUS, SPRING RAIN 10 Aerosol Level 3 6 fl -oz Aerosol 880255 RENOWN OVEN AND GRILL CLEANER 12 Aerosol Level 3 19 fl -oz Aerosol 880267 RENOWN SOLVENT SPOT REMOVER - AEROSOL 12/20OZ/ 14 Aerosol Level 3 20 fI-oz Aerosol 880262 RENOWN STAINLESS STEEL CLEANER - OIL BASED AEROSO 25 Aerosol Level 3 15 fl -oz Aerosol 880263 RENOWN STAINLESS STEEL CLEANER - WATER BASED AERO 23 Aerosol Level 3 1 fl -oz Aerosol 461272 RUST BUSTER 10 Aerosol Level 3 18 fl -oz Aerosol 880117 SG FOAMING CRYSTAL CLEANER /DEGREASER 20 OZ 10 Aerosol Level 3 20 fl -oz Aerosol 558761 SHEILA SHINE STAINLESS STEEL POLISH OIL BASED, 12 12 Aerosol Level 3 12 fl -oz Aerosol M914 SILICONE SPRAY LUBRICANT 14 OZ 18 Aerosol Level 3 12 fl -oz Aerosol 441149 SMOKE TEST KIT 2.5OZ 12 Aerosol Level 3 2.5 fl -oz Aerosol 883143 SPOT SHOT PRO CARPET STAIN REMOVER 18 OZ. 12 Aerosol Level 3 18 fl -oz Aerosol 800234 SPRAY ENAMEL 11 OZ ALMOND 23 Aerosol Level 3 10 fl -oz Aerosol 800236 SPRAY ENAMEL 11 OZ ALUMINUM 25 Aerosol Level 3 10 fl -oz Aerosol 800230 SPRAY ENAMEL 11 OZ FLAT WHITE 26 Aerosol Level 3 10 fl -oz Aerosol 800233 SPRAY ENAMEL 11 OZ GLOSS BLACK 45 Aerosol Level 3 10 fl -oz Aerosol 800240 SPRAY ENAMEL 11 OZ ROYAL BLUE 30 Aerosol Level 3 10 fl -oz Aerosol 800231 SPRAY ENAMEL FLAT 11 OZ BLACK 41 Aerosol Level 3 10 fl -oz Aerosol 800232 SPRAY ENAMEL GLOSS WHITE 11 OZ. 44 Aerosol Level 3 10 fl -oz Aerosol 800238 SPRAY ENAMEL GRAY PRIMER 25 Aerosol Level3 10 fl -oz Aerosol 800241 SPRAY ENAMEL GREEN 21 Aerosol Level 3 10 fl -oz Aerosol 800237 SPRAY ENAMEL RED 40 Aerosol Level 3 10 fl -oz Aerosol LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS ,�LYL, `- ' ;. 800181 -. �.e^r .,rZ. 3 y. s r ,A ... k' � ; .�� 6 a,}�, �> K �. " � L , .;,�. } �iY°''F' Y•«��.....3.L ,��:�1: J: "�2 #:_ ^rV.i%1 y. ' if � � .> ,. � p . ;��� '� SPRAY PAINT CHERRY RED Stock �` 4�i # gj ;I vento 9 1+'' k,.' 1 ,: A .. , .....:.F,. t` y:.�. >'� "'` u . '8` :.y�� ^��� '�p� -.; v }�` _ P,' w rt7. ; " ��..hf+..n ` Y � wIFC Cl. ssi is t o ' � . r ..� �. , .. �-. Aerosol Level 3 ntai er- I I ize 12 � Y w , „+ 3.'�� Co itainer t Units, w fl -oz 4y�� i. X. � 'Ph sical "" tate " Aerosol r o #al �s, _.,l Vox4,.... ,lA r lgii 6.75 5.40 4.50 5.06 12.66 12.00 3.00 7.31 22.50 7.50 0.71 4.95 7.84 4.42 8.37 4.04 13.05 7.70 5.81 8.08 2.75 1.41 2.63 1.44 1.38 1.24 31.57 26.56 8.00 19.88 14.93 12.00 13.50 24.00 12.00 0.38 1813.01 2.00 3.96 2.25 3.00 800187 SPRAY PAINT GRAY PRIMER 7 Aerosol Level 3 12 fl -oz Aerosol 803664 SPRAY PAINT MAX FLAT BLACK TC ENAMEL 12 OZ 6 Aerosol Level 3 12 fl -oz Aerosol 800174 SPRAY PAINT TRUE BLUE 7 Aerosol Level 3 12 fl -oz Aerosol 800242 SPRAY PAINT WALNUT -1102 20 Aerosol Level 3 10 fl -oz Aerosol 441099 SPRAYON CONTACT CLEANER 11 OZ. 12 Aerosol Level 3 16 fl -oz Aerosol 441097 SPRAYON LITHIUM LUBE 11 OZ. 3 Aerosol Level 3 16 f1 -oz Aerosol 800200 STAIN SEALING CEILING PAINT COVERS UP 13 OZ. 9 Aerosol Level 3 13 fl -oz Aerosol 880604 STAINLESS STEEL CLEANER 24 Aerosol Level 3 15 fl -oz Aerosol 880059 TAR /BUG REMOVER - 12 OZ 10 Aerosol Level 3 12 fl -oz Aerosol 560660 TIME MIST PLUS DISPENSER KIT 2 Aerosol Level 3 6.6 fl -oz Aerosol 880576 TIME MIST REFILL, BABY POWDER, 6.6 OZ 12 Aerosol Level 3 6.6 fl -oz Aerosol 560717 TIME MIST REFILL, CINNAMON, 6.6 OZ 19 Aerosol Level 3 6.6 fl -oz Aerosol 880575 TIME MIST REFILL, HERB SPRING, 6.6 OZ 11 Aerosol Level 3 6.6 fl -oz Aerosol 880577 TIME MIST REFILL, NATIVE MANGO, 6.6 OZ 20 Aerosol Level 3 6.6 fl -oz Aerosol 880578 TIME MIST REFILL, PACIFIC PEACH, 6.6 OZ 10 Aerosol Level 3 6.6 fl -oz Aerosol 560716 TIME MIST REFILL, VANILLA, 6.6 OZ 32 Aerosol Level 3 6.6 fl -oz Aerosol 880580 TIME MIST REFILL, VOODOO BERRY, 6.6 OZ 19 Aerosol Level 3 6.6 fl -oz Aerosol 880106 TIME MIST REFILL- COUNTRY GARDEN 6.6 OZ 14 Aerosol Level 3 6.6 fl -oz Aerosol 880105 TIME MIST REFILL -GREEN APPLE. 6.6 OZ 20 Aerosol Level 3 6.6 fl -oz Aerosol 880924 TIMEMIST YANKEE CANDLE FRAGRANCE REFILLS 7 Aerosol Level 3 6.6 fl -oz Aerosol 880926 TIMEMIST YANKEE CANDLE FRAGRANCE REFILLS 3 Aerosol Level 3 6.6 fl -oz Aerosol 880927 TIMEMIST YANKEE CANDLE FRAGRANCE REFILLS 6 Aerosol Level 3 6.6 fl -oz Aerosol 880928 TIMEMIST YANKEE CANDLE FRAGRANCE REFILLS 4 Aerosol Level 3 6.6 fl -oz Aerosol 880925 TIMEMIST YANKEE CANDLE FRAGRANCE REFILLS 3 Aerosol Level 3 6.6 fl -oz Aerosol 880929 TIMEMIST YANKEE CANDLE FRAGRANCE REFILLS 3 Aerosol Level 3 6.6 fl -oz Aerosol 880620 TOTAL RELEASE INSTITUTIONAL ROOM FOGGER 6 OZ 63 Aerosol Level 3 8 fl -oz Aerosol 880277 WASP AND HORNET INSECTICIDE SPRAY 34 Aerosol Level 3 12.5 fl -oz Aerosol 880811 WATER SOLUBLE DEODORANT AND AIR FRESHENER LEMON 1 Aerosol Level 3 128 fl -oz Aerosol 461141 WD -40 12 OZ SMART STRAW 27 Aerosol Level 3 12 fl -oz Aerosol 461146 WD -40 AEROSOL SMART STRAW 80Z. 30 Aerosol Level 3 8 fl -oz Aerosol 461136 WD -40 LUBRICANT 16 OZ 12 Aerosol Level 3 16 fl -oz Aerosol 883144 WD -40 LUBRICANT 18 OZ 12 Aerosol Level 3 18 fl -oz Aerosol 823113 WIRE PULLING LUBRICANT 12 Aerosol Level 3 32 fl -oz Aerosol 800228 ZINSSER B -I -N SHELLAC -BASE PRIMER SEALER 12 OZ 12 Aerosol Level 3 16 fl -oz Aerosol REN03540 -CT VANILLA BEAN METERED AERO REFILL 1 Aerosol Level 3 6 dry-oz Aerosol Aerosol Level 3 TOTAL 800733 * *WATERTITE,1 -GAL 2 Combustible Liquid Class II 128 fl -oz Liquid 880781 409 CLEANER /DEGREASER, 32 OZ 16 Combustible Liquid Class II 32 fl -oz Liquid 880178 409 HEAVY DUTY DEGREASER CLEANER, 32 OZ 9 Combustible Liquid Class II 32 fl -oz Liquid 880179 409 ORANGE DEGREASER CLEANER, 32 OZ 12 Combustible Liquid Class II 32 fl -oz Liquid LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS GAL GAL GAL GAL JSN 880844 JES r g„ 3 i. t ,.fib a . :Description BRASSO METAL POLISH 8 /8OZ /CS tockin Watt to 10 :i,+i � y:�G a ',Y , k� * ?'R 110C lass fie tlon "1 .' Contai ner jSize UI Un is fl -oz . i�.a �- , Physical, State Liquid _ o- Combustible Liquid Class II 8 880416 CARPET SCIENCE SPOT /STAIN REMOVER 5 Combustible Liquid Class II 32 fl -oz Liquid REN02803 -UC CITRUS SOLVENT CLEANER /DEGREASER CONCENTRATE 120 12 Combustible Liquid Class II 32 fl -oz Liquid REN03580 -CT COMFRESH SEA SPRAY REFILL 7 Combustible Liquid Class II 2 fl -oz Liquid 55 -9113 EM6 YELLOW PORC -A -FIX 4 Combustible Liquid Class II 1 fl -oz Liquid BET3404700 FAST DRAW DISINFECTANT QUAT STAT SC 2LT 12 Combustible Liquid Class II 48 fl -oz Liquid 441042 FIBER ROOF COATING 1 GALLON 6 Combustible Liquid Class II 128 fl -oz Liquid 800608 GOO GONE 8 OZ. 12 Combustible Liquid Class II 8 fl -oz Liquid BET6950400 GT MAINTENANCE CLEANER/ WOOD FLOOR GL 4 Combustible Liquid Class II 128 fl -oz Liquid 880085 GUNK FUEL INJECTOR /CARB CLEANER - 12 OZ 2 Combustible Liquid Class II 12 fl -oz Liquid 461087 GUNK FUEL STABILIZER 7 Combustible Liquid Class II 8 fl -oz Liquid 880086 GUNK SUPER CONCENTRATED FUEL INJECTOR - 12 OZ 36 Combustible Liquid Class II 12 fl -oz Liquid JWP4278763 J -FILL CREW RESTROOM FLOOR & SURFACE NON -ACID DIS 8 Combustible Liquid Class II 32 fl -oz Liquid 441148 KILZ ODORLESS PRIMER SEALER GALLON 3 Combustible Liquid Class II 128 fl -oz Liquid 100012 KILZ PRIMER SEALER GALLON VOC COMPLIANT 2 Combustible Liquid Class II 128 fl -oz Liquid L104 LIQUID WRENCH 4 OZ 12 Combustible Liquid Class II 4 fl -oz Liquid 885503 MARKER PERMANENT BLACK 13 Combustible Liquid Class II 0.5 fl -oz Liquid 441110 NEW 10OZ PL ROOF & FLASHING SEALANT 15 Combustible Liquid Class II 10 fl -oz Paste 556190 NEW 50% ALGAECIDE QT 31 Combustible Liquid Class II 32 fl -oz Liquid 441041 NEW WET /DRY ROOF CEMENT 1 GALLON 9 Combustible Liquid Class II 128 fl -oz Paste 441043 NON -FIBER ROOF COATING 1 GALLON 1 Combustible Liquid Class II 128 fl -oz Liquid 558672 ODORLESS PAINT THINNER GALLON 4 Combustible Liquid Class II 128 fl -oz Liquid 732132 OIL 2 -CYCLE 200 ML /6.4 OZ 18 Combustible Liquid Class II 6.4 fl -oz Liquid 880568 OZITAPE REFILL FLORAL 4 Combustible Liquid Class II 5 fl -oz Liquid 800870 PAINT 53 SERIES INDUSTRIAL ALKYD ENAMEL WHITE 5 G 1 Combustible Liquid Class II 5 gal Liquid 561211 PAINT THINNER GALLON 1 Combustible Liquid Class II 128 fl -oz Liquid REN02810 -UC PINE QUAT DISINFECTANT CLEANER 4GL/CS 13 Combustible Liquid Class II 128 fl -oz Liquid 880183 PINE SOL CLEANER AND DEODORIZER, 144 OZ 5 Combustible Liquid Class II 144 fl -oz Liquid 880186 PINE SOL CLEANER AND DEODORIZER, 28 OZ 14 Combustible Liquid Class II 28 fl -oz Liquid 880009 PINE SOL CLEANER AND DEODORIZER, 60 OZ 14 Combustible Liquid Class II 60 fl -oz Liquid 950039 PORC -A -FIX APPLIANCE TOUCH -UP PAINT HARVEST BONE 7 Combustible Liquid Class II 1 fl -oz Liquid 441037 PREMIER PIPE DOPE BLUE 1/2 PINT 20 Combustible Liquid Class II 8 fl -oz Paste 902301 PURE POLYURETHANE 1 GALLON 6 Combustible Liquid Class II 128 fl -oz Liquid 560877 RAMUC EPDXY POOL PAINT DAWN BLUE 1 GALLON 6 Combustible Liquid Class II 128 fl -oz Liquid 560878 RAMUC EPDXY POOL PAINT WHITE 1 GALLON 2 Combustible Liquid Class II 128 fl -oz Liquid REN02812 -UC RENOWN AMMONIA GLASS CLNR RTU QT 26 Combustible Liquid Class II 32 fl -oz Liquid REN02832 -UC RENOWN CITRUS CLEANER DEGRSR 5GL 6 Combustible Liquid Class II 640 fl -oz Liquid 880151 RENOWN DEODORANT /COUNTERACTANT GALLON 7 Combustible Liquid Class II 128 fl -oz Liquid 880919 RENOWN PINE ODOR MULTI - PURPOSE CLEANER GALLON 7 Combustible Liquid Class II 128 fl -oz Liquid 441154 ROOF REPAIR CAULK BLACK 17 Combustible Liquid Class II 10 fl -oz Paste 441024 SILVER DOLLAR FIBER ALUM 1 GALLON 12 Combustible Liquid Class II 128 fl -oz Liquid 0.60 1.19 2.94 0.12 0.03 GGALABS, GAL GAL GAL GAL GAL 4.50 GAL 6.00 GAL 0.75 GAL 4.00 GAL 0.19 GAL 0.44 GAL 3.38 GAL 2.00 GAL 3.25 GAL 2.25 GAL 0.37 GAL 0.05 GAL 1.18 GAL 7.64 GAL 9.10 GAL 1.00 GAL 4.00 GAL 0.88 GAL 0.16 GAL 0.04 I GAL 1.00 GAL 13.44 GAL 5.27 GAL 2.97 GAL 6.60 GAL 0.05 GAL 1.25 GAL 6.00 GAL 6.14 GAL 1.78 GAL 6.41 GAL 32.27 GAL 6.80 GAL 7.00 GAL 1.35 GAL 12.00 GAL kii k` SX- 046385 i ai t, } ehk i lie aT <l x�' �.f3'.;. S� J �1�. ty..:ii�."s'}+.c'4 ,, ;� ` : � , ;� j5 :. Descri tion ' ' � .t E3 ,+ MET :Ins user t�o� 22 ��; b {1" "." ''Z zR P�ee,�,�'s�e..� {` IFCCCIasslficationI1 � . . Combustible Liquid Class II CO_ FIt`a""'a' 1 Co tai ei U± its , gal a' • =°`.rR; Ph'sical St to Liquid TRAFFIC & BONNET CLEANER CPCUGO -32 UNBELIEVABLE GRAFFITI OFF QT 47 Combustible Liquid Class II l qt Liquid 461123 WD -40 LUBRICANT GALLON 4 Combustible Liquid Class II 128 fl -oz Liquid 461142 WD -40 NO MESS PEN 12 Combustible Liquid Class II 0.26 fl -oz Liquid 441029 WET -R -DRI ROOF CEMENT 11 OZ TUBE 37 Combustible Liquid Class II 11 fl -oz Liquid 800614 WOOD PRESERVATIVE - QUART 1 Combustible Liquid Class II 32 fl -oz Liquid 800199 ZINSSER COVER -STAIN OIL BASE PRIMER SEALER 1 GAL 1 Combustible Liquid Class II 128 fl -oz Liquid 441032 PIPE DOPE YELLOW 1/2 PT 11 Combustible Liquid Class II 8 fl -oz Paste 441031 PIPE DOPE YELLOW 1/4 PT 12 Combustible Liquid Class II 4 fl-oz Liquid 441033 PREMIER PIPE DOPE BLUE 1/4 PINT 24 Combustible Liquid Class II 4 fl -oz Paste Combustible Liquid Class II TOTAL 441283 * *SUMO GLUE 4 OZ 1 Combustible Liquid Class IIIA 4 fl -oz Liquid 461360 4 OZ BOTTLE RUSTBUSTER 47 Combustible Liquid Class IIIA 4 fl -oz Liquid 441342 ACID AWAY 4oz, 2 Combustible Liquid Class IIIA 4 fl -oz Liquid 800496 ASPHALT REPAIR MATERIAL 30 LB 6 Combustible Liquid Class IIIA 480 dry-oz Liquid BET1540500 AX -IT PLUS NO -RINSE STRIPPER HD 5GL 4 Combustible Liquid Class IIIA 1 fl -oz Liquid BET1540400 AX -IT PLUS NO -RINSE STRIPPER HD GL 9 Combustible Liquid Class IIIA 128 fl -oz Liquid JWP04996 CREW NEUTRAL NA BOWL CLEANER 12QT 493 Combustible Liquid Class IIIA 32 fl -oz Liquid 441285 DURO SUPER GLUE 2 -PACK 31 Combustible Liquid Class IIIA 0.14 fl -oz Liquid 880021 ENGINE BRITE DEGREASER - 16 OZ 6 Combustible Liquid Class IIIA 16 dry-oz Liquid PGC33032 FEBREZE DEEP PENETRATING RTU 18 Combustible Liquid Class IIIA 1 gal Liquid PGC03259 FEBREZE DEEP PENETRATING RTU 2 Combustible Liquid Class IIIA 32 fl -oz Liquid 880407 GLADE PLUG IN CLEAN LINEN 26 Combustible Liquid Class IIIA 1.3 fl -oz Liquid 880409 GLADE PLUG -IN REFILL TROPICAL MIST 3 -PACK 12 Combustible Liquid Class IIIA 1.3 fl -oz Liquid JWP04439 GOOD SENSE ODOR COUNTERACTANTS APPLE RTU 320Z 16 Combustible Liquid Class IIIA 32 fl -oz Liquid JWP04437 GOOD SENSE ODOR COUNTERACTANTS FRESH RTU 320Z 12 Combustible Liquid Class IIIA 32 fl -oz Liquid SPA3171 -12 GRAFFITI REMOVER SAC RTU QT 12 Combustible Liquid Class IIIA 1 qt Liquid 880084 GUNK GAS TREATMENT 12 OZ. 9 Combustible Liquid Class IIIA 12 fl -oz Liquid JWP04329 J -FILL VIREXII256 GERMICIDAL CLEANER 2/84.50Z/CS 11 Combustible Liquid Class IIIA 84.48 fl -oz Liquid 561141 KRYLON HEAVY DUTY LATEX TRAFFIC PAINT BLUE 1 GALL 4 Combustible Liquid Class IIIA 128 fl -oz Liquid 561142 KRYLON HEAVY DUTY LATEX TRAFFIC PAINT RED 1 GALLO 5 Combustible Liquid Class IIIA 128 fl -oz Liquid 902310 KRYLON HEAVY DUTY LATEX TRAFFIC PAINT WHITE 5 GAL 2 Combustible Liquid Class IIIA 640 fl -oz Liquid 902311 KRYLON HEAVY DUTY LATEX TRAFFIC PAINT YELLOW 5 GA 2 Combustible Liquid Class IIIA 640 fl -oz Liquid 800490 KRYLON INTERIOR LATEX PAINT SEMI -GLOSS WHITE BASE 3 Combustible Liquid Class IIIA 128 0.14 fl -oz Liquid 441286 LOCTITE GET CONTROL DISPENSER GEL SUPER GLUE 9 Combustible Liquid Class IIIA fl -oz Liquid 880207 LYSOL DISINFECTANT CLEANER, GALLON 5 Combustible Liquid Class IIIA 128 fl -oz Liquid 880190 LYSOL DISINFECTANT FOAM CLEANER, 24 OZ AEROSOL 11 Combustible Liquid Class IIIA 24 fl -oz Liquid 880827 LYSOL DISINFECTANT SPRAY - AEROSOL 12 Combustible Liquid Class IIIA 19 fl -oz Liquid 800083 MAINTENANCE PRO INTERIOR LATEX PAINT FLAT 3 Combustible Liquid Class IIIA 640 fl-oz Liquid 800082 MAINTENANCE PRO INTERIOR LATEX PAINT FLAT 1 Combustible Liquid Class IIIA 128 fl -oz Liquid 800088 MAINTENANCE PRO INTERIOR LATEX SEMI -GLOSS 2 Combustible Liquid Class IIIA 640 fl -oz Liquid 0.17 GAL 0.37 GAL 4.00 I GAL 0.03 GAL 3.21 GAL 0.25 GAL 1.00 GAL 0.71 GAL 0.38 GAL 0.75 GAL 188.44 GAL 0.03 GAL 1.47 GAL 0.06 GAL 20.63 LBS 0.03 GAL 9.00 GAL 123.341GAL 0.03 GAL 0.75 LBS 0.14 GAL 0.50 GAL 0.27 GAL 0.12 GAL 4.00 GAL 3.00 GAL 0.09 GAL 0.81 GAL 7.26 GAL 4.00 GAL 5.33 GAL 8.00 GAL 8.33 GAL 2.561 GAL 0.01 GAL 4.50 GAL 2.03 GAL 1.78 GAL 17.35 GAL 1.00 GAL 10.00 GAL �; m� r� .:4 • StockinM x,,�f {ontal��,, .iw. �i . _TQ:`' •,�{.. ^�.E <'' } �wt1 a ?3 .�� r Container physical yyt � L d r.' . Descri tion41 Inuento'� assificatlo 1 ;Sze 'Units : State 441278 NO WARP GUN FOAM -24 OZ 8 Combustible Liquid Class IIIA 20 fl -oz Liquid 732133 OIL 2 -CYCLE 76 ML /2.6 OZ 8 Combustible Liquid Class IIIA 2.6 fl -oz Liquid 732131 OIL 2 -CYCLE 454 ML /15.4 OZ 11 Combustible Liquid Class IIIA 15.4 fl -oz Liquid JWP13888 PAINT, OIL AND GREASE SPOTTER GEL 320Z 6 Combustible Liquid Class IIIA 32 fl -oz Liquid 441258 PIPETITE PASTE 1/2 PINT BIC 24 Combustible Liquid Class IIIA 8 fl -oz Paste 441259 PIPETITE PASTE PINT BIC 19 Combustible Liquid Class IIIA 16 fl -oz Paste 441112 PL SELF LEVELING CONCREAT SEALAN 12 Combustible Liquid Class IIIA 10.2 fl -oz Liquid 880006 PLUMBERS HAND CREAM 15 FLUID OUNCE 4 Combustible Liquid Class IIIA 15 fl -oz Liquid 7778 RECTORSEAL 1/2 PINT 15 Combustible Liquid Class IIIA 8 fl -oz Liquid REN02836 -UC RENOWN NO ACID BOWL CLEANER 12QT /CS 203 Combustible Liquid Class IIIA 32 fl -oz Liquid JWP3062768 RTD VIREXII 256 GERMICIDAL CLEANER 1 /5LT 3 Combustible Liquid Class IIIA 128 fl -oz Liquid 880351 SCRUBS DISINFECTANT DEODORIZING WIPES 6 Combustible Liquid Class IIIA 22.9 dry-oz Liquid 880347 SCRUBS GERMICIDIAL CLEANER WIPES 6 Combustible Liquid Class IIIA 6.9 dry-oz Liquid 880349 SCRUBS METAL POLISH WIPES 12 Combustible Liquid Class IIIA 0.63 dry-oz Liquid JWP04337 SOLCTR VIREX II 256 GERMICIDAL EA 12 Combustible Liquid Class IIIA 64 fl -oz Liquid 441371 SOUND & DRAFT SEALANT 28 OZ. 12 Combustible Liquid Class IIIA 28 fl -oz Liquid 880172 SPRAY NINE DISINFECTANT 32 OZ 14 Combustible Liquid Class IIIA 32 fl -oz Liquid 880171 SPRAY NINE DISINFECTANT GALLON 12 Combustible Liquid Class IIIA 128 fl -oz Liquid 559859 SPRAY NINE GERMICIDAL MULTI PURPOSE CLEANER 24 OZ 12 Combustible Liquid Class IIIA 24 fl -oz Liquid 441284 SUMO GLUE POLYURETHANE 8 OZ. 2 Combustible Liquid Class IIIA 8 fl -oz Liquid JWP04331 VIREXA® II 256 ONE -STEP DISINFECTANT CLEANER & DE 45 Combustible Liquid Class IIIA 32 fl-oz Liquid 441222 WINDOW & DOOR FOAM SEALING 18 Combustible Liquid Class IIIA 20 fl -oz Liquid Combustible Liquid Class IIIA TOTAL 800728 * *DIF RTU WLLPPR STRPR 4 Combustible Liquid Class IIIB 128 fl -oz Liquid 880353 * *SCRUBS NTRLFORCE CIT 10 Combustible Liquid Class IIIB 22 dry-oz Liquid 537116 * *SURE -CHEK -GAS LEAK D 11 Combustible Liquid Class IIIB 32 fl -oz Liquid 537117 * *SURE - CHEK -GAS LEAK D 4 Combustible Liquid Class IIIB 128 fl -oz Liquid 461125 3 IN 1 HOUSEHOLD OIL 3 OZ 23 Combustible Liquid Class IIIB 3 fl -oz Liquid 461126 3 IN 1 OIL 8 OZ DRIP CAN 12 Combustible Liquid Class IIIB 8 fl -oz Liquid 441192 4 GAL. VINYL FLOOR TIL 2 Combustible Liquid Class IIIB 448 fl -oz Paste 880780 409 CLEANER /DEGREASER, 128 OZ 8 Combustible Liquid Class IIIB 128 fl -oz Liquid 880169 409 GLASS /SURFACE CLEANER, 128 OZ 4 Combustible Liquid Class IIIB 128 fl -oz Liquid 880176 409 GLASS /SURFACE CLEANER, 32 OZ 9 Combustible Liquid Class IIIB 32 fl -oz Liquid 1002781 A +B EPDXY PUTTY 8 OZ 2 Combustible Liquid Class IIIB 8 dry-oz Paste JWP03909 ACCUMIX STRIDE CITRUS NEUTRAL CLEANER 320Z 6 /CS 8 Combustible Liquid Class IIIB 32 fl-oz Liquid 823112 ALUMINUM OXIDE INHIBITOR 22 Combustible Liquid Class IIIB 4 fl -oz Paste 881022 AMMONIA GALLON 7 Combustible Liquid Class IIIB 128 fl -oz Liquid 881024 AMMONIA -QUART 1 Combustible Liquid Class IIIB 32 fl -oz Liquid 879006 APPLIED BIO FILTER BLASTER QT 14 Combustible Liquid Class IIIB 32 fl -oz Liquid 712000 AQUA LUBE 8 OZ TUBE 1 Combustible Liquid Class IIIB 8 fl -oz Liquid 99 -5533 BASIC DPD TEST KIT 5 Combustible Liquid Class IIIB 1 fl -oz Liquid aG l/iJLBg 1.25 GAL 0.16 GAL 1.35 GAL 1.50 GAL 1.50 GAL 2.38 GAL 0.96 GAL 0.47 GAL 0.92 GAL 50.77 GAL 3.00 GAL 1.07 LBS 0.32 LBS 0.06 LBS 6.00 GAL 2.63 GAL 3.55 GAL 12.26 GAL 2.19 GAL 0.14 GAL 11.13 GAL 2.77 GAL 342.81 GAL 4.00 GAL 1.72 LBS 2.75 GAL 4.00 GAL 0.53 GAL 0.75 GAL 7.00 GAL 8.35 GAL 4.001 GAL 2.25 GAL 0.10 LBS 2.00 GAL 0.68 GAL 6.50 GAL 0.25 GAL 3.60 GAL 0.08 GAL 0.04 GAL e L A ,I i . AA K t tS OC 1 1Y`� iF'` y # #- .g'.' aG l/iJLBg 1.25 GAL 0.16 GAL 1.35 GAL 1.50 GAL 1.50 GAL 2.38 GAL 0.96 GAL 0.47 GAL 0.92 GAL 50.77 GAL 3.00 GAL 1.07 LBS 0.32 LBS 0.06 LBS 6.00 GAL 2.63 GAL 3.55 GAL 12.26 GAL 2.19 GAL 0.14 GAL 11.13 GAL 2.77 GAL 342.81 GAL 4.00 GAL 1.72 LBS 2.75 GAL 4.00 GAL 0.53 GAL 0.75 GAL 7.00 GAL 8.35 GAL 4.001 GAL 2.25 GAL 0.10 LBS 2.00 GAL 0.68 GAL 6.50 GAL 0.25 GAL 3.60 GAL 0.08 GAL 0.04 GAL 441074 t E .; �. 1 va a 's ie t' { a:'lz111 , `^r ',p �:k.7f`�,r. , n' :` , .k , .42,escnptiori5 ?� a ,,? BC 490 SUBFLR /CONST ADHESVE ;IB, ento a� xq sj� r ' ' y i Classifica;o 1 4 � Combustible Liquid Class IIIB !Con a 29 T� y fl -oz ,. ,,V States' Paste 20 BET0771200 BEST BET CLEANSER LIQUID CREME QT 57 Combustible Liquid Class IIIB 32 24 fl -oz Liquid 441344 BETTER BUBBLE LEAK LOCATOR, 24 OZ SPRAY 5 Combustible Liquid Class IIIB fl -oz Liquid 880145 BIRD REPELLENT GEL 10 OZ CARTRIDGE 7 Combustible Liquid Class IIIB 120 fl -oz Gel JWP5115958 BRAVO HEAVY DUTY LOW ODOR STRIPPER SGAL 10 Combustible Liquid Class IIIB 640 128 fl -oz LIQUID JWP04495 BREAK -UP FOAMING GREASE CLEANER 4GL/CS 17 Combustible Liquid Class IIIB fl -oz Liquid JWP04497 BREAK -UP GREASE - RELEASE HEAVY DUTY 5 Combustible Liquid Class IIIB 640 fl -oz Liquid 880216 BRECK SHAMPOO, LUXOR BOTTLE .75 OZ 1 Combustible Liquid Class IIIB 0.75 fl -oz Liquid 441343 BTTR BUBBL LEAK LOCATR 80Z 12 Combustible Liquid Class IIIB 8 fl -oz Liquid REN07001 -MS CARPET EXTRACTION CLEANER 15 Combustible Liquid Class I1113 128 fl -oz Liquid 523267 CIRCULATOR PUMP OIL 4 Combustible Liquid Class IIIB 32 fl -oz Liquid PGCO2280 COMET CREME CLEANSER DISINFECTANT 1 Combustible Liquid Class IIIB 32 fl-oz Liquid PGCO2291 COMET LIQUID CLEANER W /BLEACH RTU 17 Combustible Liquid Class IIIB 128 fl -oz Liquid 451067 COVE BASE ADHESIVE 4 Combustible Liquid Class IIIB 128 fl -oz Liquid 451068 COVE BASE ADHESIVE 6 Combustible Liquid Class IIIB 32 fl -oz Paste JWP04578 CREW CLINGING TOILET BOWL CLEANER QT 115 Combustible Liquid Class IIIB 32 fl -oz Liquid JWP4995295 CREW EMEREL MULTI - SURFACE CREME 12QT /CS 38 Combustible Liquid Class IIIB 32 fl -oz Liquid JWP04560 CREW HEAVY -DUTY TOILET BOWL 12QT /CS 24 Combustible Liquid Class IIIB 32 fl -oz Liquid JWP04605 CREW PHOSPHORIC ACID SHOWER, TUB GL 14 Combustible Liquid Class IIIB 128 fl -oz Liquid JWP04550 CREW TILE /GROUT REJUVENATOR RTU 12QT /CT 35 Combustible Liquid Class IIIB 32 fl -oz Liquid 441242 DAP ALL PURPOSE STUCCO PATCH WHITE QUART 6 Combustible Liquid Class IIIB 32 fl -oz Paste 441199 DAP WELDWOOD FLOOR TILE ADHESIVE CLEAR GALLON 4 Combustible Liquid Class IIIB 128 fl -oz Paste 441528 DAP WELDWOOD MULTI - PURPOSE FLOOR ADHESIVE 2 Combustible Liquid Class IIIB 5.16 fl -oz Paste 441434 EVER BRIGHT SILICONE WHITE 8 Combustible Liquid Class IIIB SO fl -oz Paste JWP03844 EXTRACTION CLEANER CONCENTRATE 4GL/CS 5 Combustible Liquid Class IIIB 128 fl -oz Liquid JWP03730 EXTRACTION RINSE CONCENTRATE 4GL/CS 19 Combustible Liquid Class IIIB 128 fl -oz Liquid BET4190400 FIBERPRO RED N BROWN OUT SPOTTER GL 1 Combustible Liquid Class IIIB 128 fl-oz Liquid SPA3200 -12 FOAMY Q & A ACID DISINFECTANT RTU QT 107 Combustible Liquid Class IIIB 32 fl -oz Liquid JWP04545 FORWARD DC DISINFECTANT CLEANER GALLON 25 Combustible Liquid Class IIIB 128 fl -oz Liquid JWP04516 FORWARD GENERAL PURPOSE CLEANER 5GL 7 Combustible Liquid Class IIIB 640 fl -oz Liquid JWP04518 FORWARD GENERAL PURPOSE FLOOR CLEANER 4 GAL /CS 11 Combustible Liquid Class IIIB 12 fl -oz Liquid JWP04616 FREEDOM NO -RINSE SPEED STRIPPER 5GL 6 Combustible Liquid Class IIIB 640 fl -oz Liquid JWP04609 FREEDOM NO -RINSE SPEED STRIPPER GL 10 Combustible Liquid Class IIIB 128 fl -oz Liquid 880801 FRESH CONQUEROR 13 ODOR COUNTERACTANT CONCENTRATE 4 Combustible Liquid Class IIIB 128 fl -oz Liquid 537115 GAS LEAK DECTECTOR ALL TEMPERATURE FLUORESCENT SU 18 Combustible Liquid Class IIIB 16 fl -oz Liquid 3411 GAS VALVE GREASE 2.5 OZ 1 Combustible Liquid Class IIIB 2.5 fl -oz Liquid 214122 GENERAL SNAKE OIL GALLON 4 Combustible Liquid Class IIIB 128 fl -oz Liquid 558066 G010 HAND CLEANER 4.5 LB 2 Combustible Liquid Class IIIB 72 dry-oz Liquid 800609 GOO GONE PAINTER'S PAL 14 OZ. 7 Combustible Liquid Class IIIB 14 fl -oz Liquid 800736 GRAFFITI REMOVER & STRIPPER 64 OZ 4 Combustible Liquid Class IIIB 64 fl -oz Liquid BET3360400 GREEN EARTH PEROXIDE CLEANER CONCENTRATE GL 26 Combustible Liquid Class IIIB 128 fl-oz Liquid 4.44 GAL 14.25 GAL 1.00 GAL 6.29 GAL 50.74 GAL 16.52 GAL 24.64 GAL 0.01 GAL 0.73 GAL 14.76 GAL 1.00 GAL 0.25 GAL 17.00 GAL 4.00 GAL 1.50 GAL 28.67 GAL 9.46 GAL 6.00 GAL 14.40 GAL 8.67 GAL 1.50 GAL 4.00 GAL 0.06 GAL 0.59 GAL 5.45 GAL 19.43 GAL 1.00 GAL 26.71 GAL 25.25 GAL 35.00 GAL 1.03 GAL 32.00 GAL 10.00 GAL 4.00 GAL 2.25 GAL 0.02 GAL 4.00 GAL 1.13 LBS 0.81 GAL 2.00 GAL 26.00 GAL f 505161 ' .a; ,Stoc kn; , x- C o ,Y o- ner Size s-: vS. Containers UU its fl -oz '.j.` l ?. � h `sica l = Liquid • ,r• ?e Y 4.t4.. i3 en Desknption i, � ' �Ilnento HARVEYS HYDRONIC ANTIFREEZE, GALLON � .,. '' ;;'IFCClassificationP1 =;, 13 Combustible Liquid Class IIIB 128 GR1 HEAT -PRUF GREASE 2 -1/2 OZ 33 Combustible Liquid Class IIIB 2.5 fl -oz Liquid 800207 HOMAX 1 -HOUR PAINT STRIPPER 1/2 GALLON 3 Combustible Liquid Class IIIB 64 22 fl -oz Liquid 800206 HOMAX 1 -HOUR PAINT STRIPPER 22 OZ 2 Combustible Liquid Class IIIB fl -oz Liquid 800610 JASCO PREMIUM PAINT & EPDXY REMOVER QUART 5 Combustible Liquid Class IIIB 32 fl -oz Liquid JWP3401512 J -FILL ALPHA HP MULTI - SURFACE CLEANER 2.5LT 2 /CS 6 Combustible Liquid Class IIIB 84.48 fl -oz Liquid JWP05779 J -FILL GLANCE GLASS & SURFACE CLEANER 2.5LT 6 Combustible Liquid Class IIIB 84.48 fl -oz Liquid 441057 KWIK -SEAL PLUS ALL - PURPOSE ADHESIVE CAULK BISCUIT 14 Combustible Liquid Class IIIB 5.5 fl -oz Paste 441195 KWIK -SEAL PLUS ALL - PURPOSE ADHESIVE CAULK WHITE ' 44 Combustible Liquid Class I11B 5.5 fl -oz Paste 880008 LIFTER WIPES 1 Combustible Liquid Class IIIB 32 fl -oz Liquid JWP04188 LINOSAFE LINOLEUM STRIPPER 5GAL 3 Combustible Liquid Class IIIB 640 fl -oz Liquid 712002 MAGIC LUBE 5 OZ TUBE 2 Combustible Liquid Class IIIB 5 fl -oz Paste 441407 MASTER MEND EPDXY 20 Combustible Liquid Class IIIB 1 fl -oz Liquid 441409 METAL AND CONCRETE EPDXY 8 Combustible Liquid Class IIIB 1 fl -oz Liquid 880147 MOLDSTAT PLUS MOLD REMOVER 16 OZ 8 Combustible Liquid Class IIIB 16 fl-oz Liquid 880345 MOLDSTAT PLUS 32 OZ 18 Combustible Liquid Class IIIB 32 fl -oz Liquid 880346 MOLDSTAT PLUS GALLON 2 Combustible Liquid Class IIIB 128 fl -oz Liquid 880133 NAMCO FAST DRY SHAMPOO AND RINSE, LEMON SCENT, GA 6 Combustible Liquid Class IIIB 128 fl -oz Liquid G010955 -04 NATURAL ORANGE CLEANER W /PUMICE 4 Combustible Liquid Class IIIB 128 fl -oz Liquid 556182 NEW ALGAECIDE 60 -QRT (ALL 24 Combustible Liquid Class 1116 32 fl -oz Liquid 556229 NEW Neutracide Mold Mildew Concentrate 5 Combustible Liquid Class IIIB 128 fl -oz Liquid 556192 NEW QUART PERFECTLY CLEAR 91 Combustible Liquid Class IIIB 32 fl -oz Liquid 441104 NEW ULTRA BLUE RTV SILICONE 1 Combustible Liquid Class IIIB 3.35 fl -oz Paste 732128 OIL 4 -CYCLE - 600 ML /20 OZ 5 Combustible Liquid Class IIIB 20 fl -oz Liquid 800737 OKON GRAFFITI BARRIER COAT 1- GALLON 4 Combustible Liquid Class IIIB 128 fl -oz Liquid 880828 OLD ENGLISH FURNITURE POLISH 8 OZ 8 Combustible Liquid Class 1118 8 fl -oz Liquid BET1390400 OVEN JELL OVEN /GRILL CLEANER GL 20 Combustible Liquid Class IIIB 24 fl -oz Liquid 800611 PAINT & VARNISH REMOVER -QUART 6 Combustible Liquid Class IIIB 32 fl -oz Liquid 441084 PERFECT GLUE 1- .75 OZ. 1 Combustible Liquid Class IIIB 0.75 fl -oz Paste 800214 PERMA -WHITE MOLD AND MILDEW -PROOF INTERIOR PAINT 3 Combustible Liquid Class IIIB 128 fl -oz Liquid 800212 PERMA -WHITE MOLD AND MILDEW -PROOF INTERIOR PAINT 2 Combustible Liquid Class IIIB 128 fl -oz Liquid 441337 PHENOSEAL VINYL ADHESIVE CAULK GRAY 12 Combustible Liquid Class IIIB 16 fl -oz Paste 880185 PINE SOL CLEANER AND DEODORIZER, LEMON SCENT, 144 7 Combustible Liquid Class IIIB 144 fl -oz Liquid 441257 PIPETITE PASTE 1/4 PINT BIC 24 Combustible Liquid Class IIIB 4 fl -oz Paste GR1V PLUMBER'S GREASE 1/2 OZ 63 Combustible Liquid Class 1116 0.5 fl -oz Liquid 441255 PREMIER PIPE DOPE BLUE 1/2 PINT 20 Combustible Liquid Class IIIB 8 fl -oz Paste 441254 PREMIER PIPE DOPE BLUE 1/4 PINT 24 Combustible Liquid Class IIIB 4 fl -oz Paste 441256 PREMIER PIPE DOPE BLUE PINT 9 Combustible Liquid Class IIIB 16 fl -oz Liquid PLS2 PREMIER SEALANT 1/4 PINT 10 Combustible Liquid Class IIIB 4 fl -oz Paste JWP03700 PRO STRIP HEAVY -DUTY STRIPPER 5GL 9 Combustible Liquid Class IIIB 5 gal Liquid JWP5032360 PRO STRIPA° STRIPPER HEAVY DUTY 5GL 10 Combustible Liquid Class IIIB 640 fl -oz Liquid 12.80 GAL 0.65 GAL 1.50 GAL 0.34 GAL 1.19 GAL 3.74 GAL 4.26 GAL 0.601 GAL 1.87 GAL 0.25 GAL 16.67 GAL 0.07 GAL 0.15 GAL 0.06 GAL 1.00 GAL 4.50 GAL 1.75 GAL 5.60 GAL 4.00 GAL 6.00 GAL 5.48 GAL 22.71 GAL 0.03 GAL 0.74 GAL 4.00 GAL 0.48 GAL 3.75 GAL 1.50 GAL 0.01 GAL 3.00 GAL 1.50 GAL 1.50 GAL 8.03 GAL 0.75 GAL 0.25 GAL 1.25 GAL 0.75 GAL 1.13 GAL 0.31 GAL 0.35 GAL 48.10 GAL a = z 3�' :;.!"2-; �1_ �. 'i3-.t � N. i r-' �; :�3 ' `�2 f -�R' f Y � aar Descnpt o s r� i�'P +n f � I� ,stockin g { I n entt000 4 W ++ i'a + r C ." 1 �y?' £.'r'F.� "" ' s ,# ,� 'a „ C aassssiiflcaiiona . Combustible Liquid Class IIIB � CortaE, ,diner 128 C Con ai erPh ,..0 its i fl -oz StL`, C J . 3 s cal,,, -State Liquid 441136 PRO -2000 LEAK FINDER GAL 441135 PRO -2000 SPRAY LEAK FINDER 16OZ 9 Combustible Liquid Class IIIB 16 fl -oz Liquid 880088 PUNCTURE SEAL GEL - 16 OZ 5 Combustible Liquid Class 111B 16 fl -oz Gel 441426 REARVIEW MIRROR ADHESIVE 1 Combustible Liquid Class IIIB 0.18 fl -oz Liquid REN02847 -UC REN CITRUS QUAT 64 DISINFEC CLN 5GL 2 Combustible Liquid Class IIIB 640 fl -oz Liquid REN02846 -UC REN CITRUS QUAT 64 DISINFEC CLNR GL 27 Combustible Liquid Class IIIB 128 fl -oz Liquid REN02835 -UC REN PHOS20 ACID BOWL/FIXTR CLNR QT 62 Combustible Liquid Class IIIB 1 fl -oz Liquid 880271 RENOWN FOAM DISINFECTANT CLEANER AEROSOL 12/1 60 Combustible Liquid Class IIIB 1 dry-oz Liquid 880640 RENOWN FOAM HAND SOAP FOR THRU COUNTER DISPENSER 72 Combustible Liquid Class IIIB 50 fl -oz Liquid REN02849 -UC RENOWN MINT DISINFECTANT CLEANER 4GL/CS 20 Combustible Liquid Class IIIB 128 fl -oz Liquid 880932 RENOWN NON - AMMONIA GLASS CLEANER GALLON 1 Combustible Liquid Class IIIB 128 fl -oz Liquid JWP3063437 RTD CREW RESTROOM FLR /SURFACE NON -ACID DISINFECTA 4 Combustible Liquid Class IIIB 32 fl -oz Liquid JWP3063461 RTD CREW SHOWER TUB/TILE CLEANER HC 2 /1.5LT /CS 36 Combustible Liquid Class IIIB 32 fl -oz Liquid JWP3063402 RTD GLANCE GLASS /SURFACE CLEANER 1.5LT 2 /CS 12 Combustible Liquid Class IIIB 32 fl -oz Liquid 880348 SCRUBS FURNITURE POLISH WIPES 6 Combustible Liquid Class I11B 2.9 dry-oz Liquid 880940 SCRUBS IN- A- BUCKET HAND CLEANER TOWELS 7 Combustible Liquid Class 1118 32 fl -oz Liquid 880352 SCRUBS LEATHER CLEANER WIPES 6 Combustible Liquid Class IIIB 48.5 dry-oz Liquid 441269 SEALANT PURE WHITE PTFE 30 Combustible Liquid Class IIIB 1 fl -oz Paste 800613 SEALER & ADHESIVE REMOVER - QUART 1 Combustible Liquid Class IIIB 32 fl -oz Liquid 683PK SILICONE RUBBER SEALANT 3 OZ. WHITE 40 Combustible Liquid Class IIIB 3 fl -oz Paste 880360 SIMPLE GREEN PRO 3 DISINFECTANT /CLEANER, 1 GALLON 5 Combustible Liquid Class IIIB 128 fl -oz Liquid 8778 SLIC -TITE PASTE 16 OZ 8 Combustible Liquid Class IIIB 16 fl-oz Liquid 8779 SLIC -TITE PASTE 4 OZ 31 Combustible Liquid Class IIIB 4 fl -oz Liquid 461306 SLIC -TITE PASTE 8 OZ 9 Combustible Liquid Class IIIB 8 fl -oz Paste 214265 SNAKE OIL - QUART 3 Combustible Liquid Class IIIB 32 fl -oz Liquid JWP04116 SNAPBACK SPRAY BUFF GL 4GAL /CS 9 Combustible Liquid Class 1118 128 fl -oz Liquid JWP04315 SOL CTR STRIDE - CITRUS NEUTRAL EA 6 Combustible Liquid Class IIIB 64 fl -oz Liquid JWP3164414 SOL CTR TRIAD -III GERMICIDE SC EA 13 Combustible Liquid Class 1118 64 fl -oz Liquid 441432 SPEED SEAL SILICONE WHITE 11 Combustible Liquid Class IIIB 10.2 fl -oz Paste JWP04915 SPITFIRE GRAFFITI REMOVER RTU QT 32 Combustible Liquid Class IIIB 32 fl -oz Liquid JWP03702 SPITFIRE POWER CLEANER RTU 12QT /CS 54 Combustible Liquid Class IIIB 32 fl -oz Liquid 461021 THREAD CUTTING OIL DARK GALLON 8 Combustible Liquid Class IIIB 128 fl -oz Liquid 461020 THREAD CUTTING OIL DARK QUART 13 Combustible Liquid Class IIIB 32 fl -oz Liquid 461024 THREAD CUTTING OIL LIGHT GALLON 7 Combustible Liquid Class IIIB 128 fl -oz Liquid 461023 THREAD CUTTING OIL LIGHT QUART 9 Combustible Liquid Class IIIB 32 fl -oz Liquid 821197 THREAD SEALANT 15 G 3 Combustible Liquid Class IIIB 1 fl -oz Paste 441420 THREAD SEALANT WITH PTFE 4 Combustible Liquid Class IIIB 0.2 fl -oz Liquid JWP3143429 TRIAD III DISINFECTANT CLEANER RTD 1 /5LT 4 Combustible Liquid Class IIIB 128 fl -oz Liquid JWP3164385 TRIADTM /MC III CLEANER & DEODORANT GALLON 8 Combustible Liquid Class IIIB 128 fl -oz Liquid BET1360400 ULTRA2000 BUTYL DEGRSR X -HD GL 13 Combustible Liquid Class IIIB 48 fl -oz Liquid 523870 VACUUM PUMP OIL GALLON 1 Combustible Liquid Class IIIB 128 fl -oz Liquid 4.00 GAL 1.06 GAL 0.63 GAL 0.00 GAL 12.00 GAL 27.09 GAL 0.48 GAL 0.471 LBS 28.05 GAL 20.071 GAL 1.00 GAL 1.00) GAL 8.92 GAL 3.04 GAL 0.14 LBS 1.75 GAL 2.271 LBS 0.23 GAL 0.25 GAL 0.94 GAL 5.251GAL 0.99 GAL 0.96 GAL 0.59 GAL 0.70 GAL 9.09 GAL 3.00 GAL 6.50 GAL 0.89 GAL 7.93 GAL 13.42 GAL 7.97 GAL 3.21 GAL 6.50 GAL 2.25 GAL 0.02 GAL 0.01 GAL 4.00 GAL 8.00 GAL 4.88 GAL 1.00 GAL • !II td, +; USN ; x��n ��• � :>. , h� g�'�°�;� `� >� ��'4�', 4h . i,'. 'k' �':- g }.i +! .S ?.c:. ` I ',Mr'1}�'#dA�S� t:t..'E `Stocki x`3 Rt . -.: ;Invento 1 �x�� ��;�� € � �? x +,� j � +,.�.',Y'nA'yr`^.•�t,-,3},. �kji,:r,"_a :..E` FOCIas fcatIon 1 Combustible Liquid Class IIIB Contai ne SI e 32 �,����' ' ¢ Coniatne fl -oz .•Phys cal. .State Liquid 1 t i' Descriptions x I 523869 VACUUM PUMP OIL QT 880414 VANISH MILDEW CLEANER 32 OZ 4 Combustible Liquid Class IIIB 32 fl -oz Liquid 560830 VISU -GLOW HIGH - VISIBILITY LEAK DETECTOR, 8 OZ 10 Combustible Liquid Class IIIB 8 fl -oz Liquid REN03018 -FR WATER SOLUBLE CLEAN BREEZE DEODORANT 4GL/CS 2 Combustible Liquid Class IIIB 1 gal Liquid 800198 WATER -BASED PRIMER /SEALER BULLS EYE 1 -2 -3 GALLON 15 Combustible Liquid Class IIIB 128 fl -oz Liquid 800734 WATERTITE LX 1- GALLON 1 Combustible Liquid Class IIIB 128 fl -oz Liquid 441182 WELDWOOD CARPENTER'S GLUE 16 OZ 17 Combustible Liquid Class IIIB 16 fl -oz Liquid 441181 WELDWOOD CARPENTER'S GLUE 8 OZ 22 Combustible Liquid Class IIIB 8 fl -oz Liquid 441527 WELDWOOD MULTI - PURPOSE CERAMIC TILE FLOOR ADHESIV 4 Combustible Liquid Class IIIB 128 5.5 fl -oz Paste 441169 WHITE LIGHTNING 3006 ADHESIVE CAULK 5.5 OZ. CLEAR 16 Combustible Liquid Class IIIB fl -oz Liquid 880401 WINDEX POWERIZED GLASS CLEANER WITH AMMONIA D 4/1 16 Combustible Liquid Class IIIB 128 fl -oz Liquid 800189 WINDOW & DOOR GLAZING COMPOUND WHITE 14 Combustible Liquid Class IIIB 10 fl -oz Paste Combustible Liquid Class IIIB TOTAL 55 -6023 40# NITROGEN REFILL ON 2 Compressed Gas 422.4 fl -oz Gas 441126 NON- FLAMMABLE DUSTER - 8 OZ 6 Compressed Gas 8 fl -oz Gas 505999 R -22 FREON 30 LB CYLINDERS 2 Compressed Gas 480 fl -oz Gas 505189 REFRIGERANT R410A 25 LB CYLINDER 9 Compressed Gas 480 fl -oz Gas Compressed Gas TOTAL 1002799 A +B EPDXY PUTTY 1 LB 2 Corrosive Liquid 16 fl -oz Liquid 880941 ANTIMICROBIAL SCRUBS HAND SANITIZER WIPES 6 Corrosive Liquid 640 fl -oz Liquid JWP4956341 BRAVO 1500 PLUS UHS STRIPPER ENVIROBOX 5GL 4 Corrosive Liquid 640 fl -oz Liquid JWP04576 BRAVO H -DUTY LOW ODOR STRIPPER 5GL 6 Corrosive Liquid 640 fl -oz Liquid JWP5115940 BRAVO HEAVY DUTY LOW ODOR STRIPPER 4GL/CS 14 Corrosive Liquid 128 fl -oz Liquid JWP04583 BRAVO HVY DUTY LOW ODOR STRIPPER GL 7 Corrosive Liquid 128 fl -oz Liquid SPA3080 -04 CHLORINATE FOAM FOOD DEGREASER GL 6 Corrosive Liquid 128 fl -oz Liquid SPA9158 CLEAN ON THE GO LOW FLO 1 GPM 1 Corrosive Liquid 128 fl -oz Liquid SPA4704 CLEAN ON THE GO SUPER HDQ L 52 Corrosive Liquid 33.8 fl-oz Liquid 880944 CLEAR REFLECTIONS GLASS & SURFACE WIPES 4 Corrosive Liquid 128 fl -oz Liquid 880593 COIL CLEANER, PRO -BLUE 1 -GAL 12 Corrosive Liquid 128 fl -oz Liquid 880521 COIL CLEANER, SUPER FOAMING NON -ACID, GAL 24 Corrosive Liquid 128 fl -oz Liquid JWP04701 CONC GLANCE GLASS CLEANER QT BLUE 12 Corrosive Liquid 36 fl -oz Liquid SPA3297 -04 CONSUME ECO -LYZER NEUT DISINFECTANT 4GL/CS 13 Corrosive Liquid 512 fl -oz Liquid JWP03729 DELIBLE INK REMOVER RTU QT 11 Corrosive Liquid 32 fl -oz Liquid 211310 DRAIN OPENER HOUSEHOLD STRENGTH QUART 15 Corrosive Liquid 32 fl -oz Liquid 880429 DRANO -MAX GEL FORMULA DRAIN OPENER 7 Corrosive Liquid 64 fl -oz Liquid 880194 EASY OFF OVEN /GRILL CLEANER, 24 OZ 19 Corrosive Liquid 24 fl -oz Liquid BET1840500 EXTREME FLOOR STRIPPER 5GL 1 Corrosive Liquid 640 fl -oz Liquid BET1840400 EXTREME FLOOR STRIPPER GL 12 Corrosive Liquid 128 32 fl -oz Liquid 561303 FANTASTIK ALL PURPOSE CLEANER 32 OZ 12 Corrosive Liquid fl -oz Liquid BET1674700 FAST DRAW CITRUS CLEANER CHISEL NON -BUTYL 2LT 1 Corrosive Liquid 48 fl -oz Liquid 0.25 GAL 0.88 GAL 0.59 I GAL 0.02 GAL 15.08 GAL 1.00 GAL 2.08 GAL 1.38 GAL 3.50 GAL 0.69 GAL 15.85 GAL 1.07 GAL 890.67 GAL 6.60 GAL 0.40 GAL 7.50 GAL 34.69 GAL 49.18 GAL 0.21 GAL 29.00 GAL 20.00 GAL 30.00 GAL 14.44 GAL 6.671 GAL 5.71 GAL 1.00 GAL 13.73 GAL 3.67 GAL 12.00 GAL 24.00 GAL 3.32IGAL 53.33 GAL 2.70 GAL 3.83 GAL 3.40 GAL 3.48 GAL 5.00 GAL 12.00 GAL 3.00 GAL 0.38 GAL Y ,,;L 1WP4508733 a'^, 3,ry,{; # A: 4 ywv7. , 3h; d aY. T 2 .�r�` e .i. n ' F' rt".. as Fsirw `!,g .^ia�e t, ��r, ,,,le. ... ..:•_ t s. Descriptions < �` FINAL STEP TM /MC 512 SANITIZER RTDA® 5LT 9 I ?Stacki n tl .: vn 2 CY 1 k. {i �� r ��� �. Y c. ", a �I iF - 4 SSG , .: x2• � .� xr-.i;� '' �; ;`�xj `qa� i +.,:._.g. �`� ' 1. ,Classificat on : ss... Corrosive Liquid .L Co'nta i n ' 128 y A ��� -�r,t � ^;.'��, Container , fl -oz �� ��x, ': #q.' I?hys cal.4 _. �_ Stat Liquid 431016 FLUX TINNING 95 1.07 OZ 20 Corrosive Liquid 1.7 fl -oz Paste SPA3202 -04 FOAMY Q & A ACID DISINFECTANT GL 12 Corrosive Liquid 128 fl -oz Liquid 451010 FURNACE CEMENT 14 Corrosive Liquid 16 fl -oz Paste 99 -5661 GAL SCALE OFF TILE CLE 4 Corrosive Liquid 128 fl -oz Liquid BET3291200 GE II RTU PEROXIDE CLEANER QT 61 Corrosive Liquid 32 fl -oz Liquid SPA3502 -04 GREEN SOLUTION NEUTRAL DISINFECTANT CLEANER GL 53 Corrosive Liquid 128 fl -oz Liquid 800316 GROUT COATING 4.3 OZ 6 Corrosive Liquid 4.3 fl -oz Liquid 800317 GROUT SEALER 4.3 OZ 8 Corrosive Liquid 4.3 fl-oz Liquid 441340 ICE MAKER CLEANER, 16 OZ 8 Corrosive Liquid 8 fl -oz Liquid JWP04375 J -FILL BREAK -UP FOAM GREASE CLNR EA 1 Corrosive Liquid 84.48 fl -oz Liquid BET0751200 KLING BOWL CLEANER 9% HCI THICK QT 40 Corrosive Liquid 12 fl -oz Liquid 880848 LIME AWAY 28 OZ 9 Corrosive Liquid 28 fl -oz Liquid 880500 LIME- SOLUTION CLEANER, GALLON 4 Corrosive Liquid 128 fl -oz Liquid 99 -5613 LIQUID CHLORINE GALLON 36 Corrosive Liquid 128 fl -oz Liquid 211405 LIQUID DRAIN OPENER 7 Corrosive Liquid 64 fl -oz Liquid 880783 LIQUID PLUMBER CLOG REMOVER, PROFESSIONAL, 80 OZ 5 Corrosive Liquid 80 fl -oz Liquid 880206 LYSOL DISINFECTANT SPRAY, SPRING WATERFALL, 19 OZ 6 Corrosive Liquid 19 fl -oz Liquid 880202 LYSOL DISINFECTANT TOILET BOWL CLEANER, 32 OZ 12 Corrosive Liquid 32 fl -oz Liquid 561234 LYSOL HEAVY DUTY DISINFECTANT CLEANER, GALLON 5 Corrosive Liquid 128 fl -oz Liquid 880203 LYSOL NO RINSE SANITIZER, GALLON 4 Corrosive Liquid 128 fl -oz Liquid SPA7115 -12 M95 BOWL CLEANER MILD ACID QT 12 Corrosive Liquid 1 qt Liquid USC057562 MACHINE WAREWASH TEMP DETERGENT 5GL 2 Corrosive Liquid 18 fl -oz Liquid 535975 METAL MASTER METAL REMOVER QUART 12 Corrosive Liquid 32 fl -oz Liquid 12787 MURIATICACID GALLON 55 Corrosive Liquid 128 8 fl -oz Liquid 441423 NAVAL JELLY 7 Corrosive Liquid fl -oz Liquid 507083 NEW 7 -WAY DPD PRO TEST KIT 2 Corrosive Liquid 11 fl -oz Liquid 880439 NEW DRACKET CLEANER 1 Corrosive Liquid 128 fl -oz Liquid 880437 NEW DRACKET STRIPPER 8 Corrosive Liquid 128 fl -oz Liquid 211318 NEW NON -ACID LIQUID DRAIN OPENER (CASE /1 3 Corrosive Liquid 32 fl -oz Liquid 880083 NEW TIRE WHITE - 32 OZ 1 Corrosive Liquid 32 fl -oz Liquid USC04284215 NEXUS 2 BUILT LAUNDRY DETERGENT 13 Corrosive Liquid 1 dry-oz Liquid USC04284282 NEXUS 2 LAUNDRY NEUTRALIZING SOUR 6 Corrosive Liquid 1 dry-oz Liquid SPA3004 -04 OVEN AND GRILL CLEANER GL 6 Corrosive Liquid 128 fl -oz Liquid BET1330400 PUSH SPOT DIGESTER LIQUID BACTERIA GL 10 Corrosive Liquid 128 fl -oz Liquid REN02703 -UC REN SPRAY BUTYLCLNR /DEGRSR QT 16 Corrosive Liquid 32 dry-oz Liquid REN02732 -MS RENOWN ALKALINE DRAIN OPENER 1 Corrosive Liquid 32 dry-oz Liquid 880665 RENOWN BOWL CLEANER QUART 26 Corrosive Liquid 32 fl -oz Liquid 880920 RENOWN CITRUS CLEANER DEGREASER GALLON 23 Corrosive Liquid 128 fl -oz Liquid 880664 RENOWN DESCALE RESTROOM CLEANER, GALLON 8 Corrosive Liquid 128 fl -oz Liquid REN05608 -US RENOWN DETERGENT RC NU CHAMP LOWTEMP GL 10 Corrosive Liquid 1 gal Liquid EGA :LBS.' 1.50 GAL 0.27 GAL 11.75 GAL 1.71 GAL 4.00 GAL 15.20 GAL 52.92 GAL 0.20 GAL 0.27 GAL 0.50 GAL 0.66 GAL 3.75 GAL 1.97 GAL 4.00 GAL 36.00 GAL 3.60 3.25 0.89 GAL GAL GAL 3.00 GAL 5.33 4.00 0.09 0.22 GAL GAL GAL GAL 3.00 GAL 54.67 GAL 0.44 GAL 0.14 GAL 1.00 GAL 8.38 GAL 0.83 GAL 0.25 GAL 0.10 LBS 0.05 LBS 6.40 GAL 10.00 GAL 4.00 LBS 0.25 LBS 6.43 GAL 22.67 GAL 8.00 GAL 0.08 GAL 1• +Tfi' 'S 'Y3 REN02817 -UC .yL t, n �{ TP*"'* � t i' n " - „? " " • Descrption RENOWN FLOOR STRIPPER GL Stock in y entd 9 _� ... . s 4 �.� �.+�: 1 z` - - IFC Glass ficat Corrosive Liquid C:TR+o n a 128 Containe � fl -oz { Physical , t Liquid REN02903 -UC RENOWN FRESH CITRUS DISINFECTANT CLEANER 4GL/CS 7 Corrosive Liquid 512 fl -oz Liquid REN02813 -UC RENOWN HD23 ACID BOWL CLEANER 12QT /CS 24 Corrosive Liquid 1 fl oz Liquid 880152 RENOWN HEAVY DUTY ACID BOWL CLEANER, GALLON 5 Corrosive Liquid 128 fl -oz Liquid 880153 RENOWN HEAVY DUTY ACID BOWL CLEANER, QUART 24 Corrosive Liquid 32 fl -oz Liquid REN02808 -UC RENOWN HI PRO NR FLOOR STRIPPER GL 4 Corrosive Liquid 128 fl -oz Liquid REN02815 -UC RENOWN MILDEW STAIN REMOVER QT 22 Corrosive Liquid 32 fl -oz Liquid REN02825 -UC RENOWN MINT 9 ACID BOWL CLEANER QT 60 Corrosive Liquid 1 fl -oz Liquid 880663 RENOWN OVEN AND GRILL CLEANER, GALLON 8 Corrosive Liquid 128 fl -oz Liquid 880150 RENOWN OVEN AND GRILL CLEANER, QUARTS 9 Corrosive Liquid 32 fl -oz Liquid REN05637 -US RENOWN RT LAUNDRY DESTAINER 5 GAL 8 Corrosive Liquid 12 fl-oz Liquid REN05645 -US RENOWN RT LAUNDRY NEUTRALIZER 5GL 3 Corrosive Liquid 12 128 fl -oz Liquid SPA7110 -04 RJ8 TILE /GROUT RESTROOM CLEANER GL 10 Corrosive Liquid fl -oz Liquid 879012 ROBARB BLACK ROBACIDE ALGAECIDE QT 2 Corrosive Liquid 32 fl -oz Liquid 211404 ROEBIC DRAIN OPENER LIQUID PROFESSIONAL QUART 16 Corrosive Liquid 32 64 50.7 fl -oz Liquid 211028 ROEBIC DRAIN OUT EXTRA 64 OZ 15 Corrosive Liquid fl -oz Liquid JWP3063453 RTD SPRAY CREW SHOWER,TUB /TILE 2 /1.5LT /CS 4 Corrosive Liquid fl -oz Liquid JWP3062637 RTD VIREX II 256 ONE -STEP GERMICIDAL CLEANER AND 22 Corrosive Liquid 32 fl -oz Liquid USC057445 SANITIZER ES 3RDTANK CHLORINE BASED 5GL 6 Corrosive Liquid 640 fl -oz Liquid SPA2200 -55 SC -200 DEGREASER INDUSTRIAL HD 55GL 1 Corrosive Liquid 7040 fl -oz Liquid SPA2200 -04 SC -200 DEGREASER INDUSTRIAL HD GL 20 Corrosive Liquid 128 fl -oz Liquid SPA2200 -05 SC -200 DEGREASER INDUSTRIAL HD PL 6 Corrosive Liquid 512 fl -oz Liquid 880945 SCRUBS GRAFFITI & SPRAY PAINT REMOVER TOWEL 3 Corrosive Liquid 640 fl -oz Liquid SPA0084 -04 SHINELINE EMULSIFIER PLUS FLOOR STRIPPER GL 33 Corrosive Liquid 128 fl -oz Liquid SPA0084 -05 SHINELINE EMULSIFIER PLUS FLOOR STRIPPER PL 4 Corrosive Liquid 512 fl -oz Liquid 880758 SHOWER PATROL TUB, TILE AND PORCELAIN CLEANER, GA 3 Corrosive Liquid 128 fl -oz Liquid SPA2130 -55 SNB -130 DEGREASER NON -BUTYL SUPER 55GL 1 Corrosive Liquid 55 gal Liquid 880787 SOFT SCRUB CLEANSE WITH BLEACH, 36 OZ 30 Corrosive Liquid 36 fl -oz Paste JWP04305 SOL CTR GLANCE GLASS & SURFACE EA 5 Corrosive Liquid 64 fl -oz Liquid 431005 SOLDER PASTE LEAD FREE 1.7 OZ 20 Corrosive Liquid 1.7 fl-oz Paste 431006 SOLDER PASTE LEAD FREE 8 OZ 20 Corrosive Liquid 8 fl -oz Paste SPA7650 -05 SPARCLEAN ALL TEMP DETERGENT PL 1 Corrosive Liquid 512 fl -oz Liquid SPA7118 -12 SPARCLING ACID BOWL CLEANER /DISINFECTANT QT 32 Corrosive Liquid 32 fl -oz Liquid SPA1204 -04 SUPER HDQ NEUT GERM DISINFEC GL 8 Corrosive Liquid 128 fl-oz Liquid BET3240400 SURE BET SHOWER CLEANER FOAMING GL 36 Corrosive Liquid 1 fl -oz Liquid 879017 TAYLOR SULFURIC ACID REAGENT REFILL .75OZ 23 Corrosive Liquid 1 fl -oz Liquid 536112 TILE BUSTER POOL TILE CLEANER QUART 15 Corrosive Liquid 32 fl -oz Liquid SPA2034 -04 TOUGH ON GREASE NON -BUTYL CLEANER AND DEGREASER 9 Corrosive Liquid 512 fl -oz Liquid JWP04683 UHS FLOOR CLEANER 5GL 4 Corrosive Liquid 640 fl -oz Liquid JWP4529489 UHS FLOOR CLEANER ACCUMIX 6/320Z/CS 6 Corrosive Liquid 32 fl -oz Liquid 880434 VANISH TOILET BOWL DISINFECTANT /CLEANER, QUART 13 Corrosive Liquid 32 fl -oz Liquid GA:LBS 9.33 GAL 29.07 GAL 0.19 GAL 5.14 GAL 6.00 GAL 4.00 GAL 5.40 GAL 0.47 GAL 7.71 GAL 2.33IGAL 0.71 GAL 0.26 GAL 10.22 GAL 0.42 GAL 3.92 GAL 7.31 GAL 1.58 GAL 5.47 GAL 30.00 GAL 75.63 GAL 19.82 GAL 22.33 GAL 16.67 GAL 32.80 GAL 14.00 GAL 3.25 GAL 0.43 GAL 8.44 GAL 2.67 GAL 0.26 GAL 1.27 GAL 4.00 GAL 7.88 GAL 8.00 GAL 0.28 GAL 0.18 GAL 3.75 GAL 34.32 GAL 20.00 GAL 1.50 GAL 3.30 GAL JWP03786 Y t n r � Y7' . . f , .1..� 9 � i ..9. -a. , . 3�.�� '^. wr...e 4 $ 4 .Descnption �f.� �x� � .;fie VIREX II 128 DISINFECTANT CLEANER ONE -STEP GALLON ; sStockin q- � Invento 17 s✓ r f. i z sii .�i�i � f ` HH'' 33 „IFC Classtfication 1 �;a.. �� f .�: Corrosive Liquid Contal .'c.� a .. _. 128 . , ,;U is +Z.. fl -oz � �. fate ti'�' y k Liquid 441377 3M FIRE BARRIER SEALANT YELLOW 12 Corrosive Liquid 128 fl -oz Liquid 441379 3M FIRE BLOCK SEALANT GRAY 7 Corrosive Liquid 128 fl -oz Liquid Corrosive Liquid TOTAL 441320 AIR CONDITIONING DRAIN PAN TREATMENT TAB, 200 TAB 8 Corrosive Solid 16 dry-oz Solid PGCO2255 COMET POWDER DISINFECTANT CLEANSER 24/210Z/CS 84 Corrosive Solid 21 fl -oz Solid 441322 AIR CONDITIONING /REFRIGERATION TREATMENT, 6 TABLE 4 Corrosive Solid 6 dry-oz Solid 441316 BOILER WATER TREATMENT, QUART 12 Corrosive Solid 32 fl -oz Solid JWP05828 GOOD SENSEA® AUTOMATIC SPRAY SYSTEM 27 Corrosive Solid 0.67 dry-oz Solid 563004 OXYGEN SHOCK 2.2 LB 28 Corrosive Solid 35,2 128 16 dry-oz Powder 879003 PH DOWN 8# 14 Corrosive Solid dry-oz Powder 880833 ZUD CLEANSER & STAIN REMOVER 16 OZ 12 Corrosive Solid dry-oz Powder Corrosive Solid TOTAL 55 -6022 "B" ACETYLENE REFILL 0 2 Flammable Gas (Liquefied) 396.8 121.6 14.1 fl -oz Gas 55 -6021 "MC' ACETYLENE REFILL 5 Flammable Gas (Liquefied) fl -oz Gas 821705 ADJUSTABLE PROPANE TOR 1 Flammable Gas (Liquefied) fl -oz Gas 821158 DELUXE 7 PIECE PROPANE TORCH KIT 5 Flammable Gas (Liquefied) 14.1 fl -oz Gas 821006 MAPP GAS CYLINDER, 16 OZ. 35 Flammable Gas (Liquefied) 14.1 fl -oz Gas 821001 MAP -PRO TORCH KIT SELF - IGNITINAT GAS WITH 14 OZ C 2 Flammable Gas (Liquefied) 14.1 fl -oz Gas 631007 NEW TWO PACK REFILLABLE LIGHTERS 12 Flammable Gas (Liquefied) 1 fl -oz Gas 821003 PENCIL TIP PROPANE TORCH KIT 8 Flammable Gas (Liquefied) 14.1 14.1 fl -oz Gas TX8 PROPANE FUEL CYLINDER 14.1 OZ 38 Flammable Gas (Liquefied) fl -oz Gas 821286 PROPANE REGULATED SELF- LIGHTING TORCH KIT 6 Flammable Gas (Liquefied) 14.1 fl -oz Gas 821191 PROPANE TANK 16.4 OZ DISPOSABLE 2 PACK 17 Flammable Gas (Liquefied) 16.4 0.18 6.2 17 fl -oz Gas 4192084 SCRIPTO AIM -N- FLAME LIGHTER 12 Flammable Gas (Liquefied) fl -oz Gas Flammable Gas (Liquefied) TOTAL 880923 AIR SANITIZER REFILL 12 Flammable Liquid Class IA fl -oz Liquid 441000 TACC SPRAY ADHESIVE MULTI-USE 170Z. 12 Flammable Liquid Class IA fl -oz Liquid Flammable Liquid Class IA TOTAL 880096 SUNLIGHT LIQUID DISH DETERGENT, 3 OZ 1 Flammable Liquid Class IB 3 fl -oz Liquid 880304 GO10 ORANGE W /PUMICE 1/2 GAL 6 Flammable Liquid Class IB 64 fl -oz Liquid 8646 DOW CORNING WHT 10.1 OZ 100% SILICONE 6 Flammable Liquid Class IB 10.3 128 33.8 fl -oz Paste 705G *PREMIER PVC CEMENT GA 5 Flammable Liquid Class IB fl -oz Liquid GOJ2137 -08 @ @PURELL W /ALOE NXT HAND SANTZR 10 Flammable Liquid Class IB fl -oz LIQUID REN03506 -CT 3000 COTTON FRESH MTRD AERO REFILL 18 Flammable Liquid Class IB 6 fl -oz Liquid REN03512 -CT 3000 MANGO JUICE METER AERO REFILL 24 Flammable Liquid Class IB 6 fl -oz Liquid 800421 APPLIANCE TOUCH -UP PAINT ALMOND 8 Flammable Liquid Class IB 1 fl-oz Liquid 800420 APPLIANCE TOUCHUP WHITE 1 OZ 20 Flammable Liquid Class IB 1 fl-oz Liquid 441018 BUILDER'S CHOICE 490 SUBFLOOR & CONSTRUCTION ADHE 6 Flammable Liquid Class IB 29 fl-oz Liquid 441017 BUILDER'S CHOICE SUBFLOOR & CONSTRUCTION ADHESIVE 22 Flammable Liquid Class IB 10.5 fl -oz Liquid 17.06 GAL 12.00 GAL 6.50 GAL 1027.67 GAL 8.00 LBS 13.82 LBS 1.55 LBS 3.00 LBS 1.13 LBS 62.40 LBS 115.20 LBS 12.00 LBS 209.10 LBS 6.20 GAL 4.75 GAL 0.11 GAL 0.55 GAL 3.83 GAL 0.22 GAL 0.09 GAL 0.84 GAL 4.23 GAL 0.65 GAL 2.23 GAL 0.02 GAL 23.73 GAL 0.58 GAL 1.59 GAL 2.18 GAL 0.02 GAL 3.00 GAL 0.48 GAL 5.00 GAL 2.64 GAL 0.86 GAL 1.13 GAL 0.06 GAL 0.16 GAL 1.36 GAL 1.80 GAL ..•, CA �k .:� .u' ' 451060 7 #c 4.1 -Y i iyµ� tv �i:'� f ...7 y9 �G iE F§ :l- ~k ~ A� A,+ii`XF°C•'i� y' - �:1 €.. `� .. red-- t # � mss c;!ption# CEMENT CONTACT 3 OZ DAP WELD & i�W b =R, i t �ERr^i� -�' `% ,. £v t._.,w , .5_IIn M1 `�,:s�a,H`� .'_" ... tlnvento 22 r''¢r°i kn 3 Y7 ` k� 'ms, '.: a � * x Glassific do , i ..__n 1 Flammable Liquid Class '` �°-" ,, a`I a IB C O'Y 1 'nets 'a :Size 3 �, l:. -. 3'ttit., @ontainer'Physical '� a u. U, its fl -oz �, Alb 3= tate. -:� Liquid 880102 CLOROX DISINFECTING WIPES, FRESH SCENT 9 Flammable Liquid Class IB 32 fl -oz Solid 01 -1440 CORRECTION FLUID .50 OZ 4 Flammable Liquid Class IB 0.68 fl -oz Liquid 441060 DAP BEATS THE NAIL 10.3 OZ. 20 Flammable Liquid Class IB 10.3 fl -oz Paste 441331 DAP PANEL & FOAM ADH 10.30Z 16 Flammable Liquid Class IB 10.3 fl -oz Paste 441201 DAP PANEL AND FOAM CONSTRUCTION ADHESIVE VOC COMP 1 Flammable Liquid Class IB 10.3 fl -oz Paste 441231 DAP WELDWOOD CONTACT CEMENT PINT 12 Flammable Liquid Class IB 16 fl -oz Liquid 880270 DISINFECTANT DEODORANT II AEROSOL 20 Flammable Liquid Class IB 1 dry-oz Liquid 441021 DRYWALL ADHESIVE 29 OZ. 11 Flammable Liquid Class IB 28 fl -oz Paste 451062 ELECTRICAL PVC CEMENT 11 Flammable Liquid Class IB 16 fl -oz Liquid 451063 ELECTRICAL PVC CEMENT 12 Flammable Liquid Class IB 32 fl -oz Liquid 441223 FOAM GUN & APPLICATOR CLEANER 12 Flammable Liquid Class IB 12 fl -oz Liquid 211040 FOAMING ROOT KILLER 1 LB. 5 Flammable Liquid Class IB 16 fl -oz Liquid 880797 FRESH 11 DEODORIZER 1 Flammable Liquid Class IB 1.5 fl -oz Liquid 732129 FUEL STABILIZER 29.5 ML /1 OZ 45 Flammable Liquid Class IB 1 fl -oz Liquid 1204882 GOOF OFF REMOVER 16 OZ 12 Flammable Liquid Class IB 16 fl -oz Liquid 441119 GOOP HOUSEHOLD ADHESIVE 3.7 OZ 8 Flammable Liquid Class IB 3.7 3.7 3.7 128 fl -oz Liquid 441121 GOOP MARINE ADHESIVE 3.7 OZ 9 Flammable Liquid Class IB fl -oz Liquid 441118 GOOP PLUMBER'S ADHESIVE 3.7 OZ 13 Flammable Liquid Class IB fl -oz Paste 880745 INSTITUTIONAL MINT -O DISINFECTANT /DEODORANT GALLO 4 Flammable Liquid Class IB fl -oz Liquid 800859 KRYLON 'PAINT THINNER GALLON 4 Flammable Liquid Class IB 128 fl -oz Liquid 441391 LIQUID NAIL/TUB /SHWR 10.50Z 16 Flammable Liquid Class IB 10.5 fl-oz Liquid 441145 LIQUID NAILS MIRROR ADHESIVE 10.5 OZ 12 Flammable Liquid Class IB 10.5 fl -oz Paste 441390 LIQUID NAILS /CONST 10.50Z 12 Flammable Liquid Class IB 10.5 fl -oz Liquid 880204 LYSOL DISINFECTANT SPRAY, CRISP LINEN, 19 OZ 9 Flammable Liquid Class IB 19 fl -oz Liquid 461301 MARKAL VALVE ACTION PAINT MARKER, WHITE 12 Flammable Liquid Class IB 0.1 10.5 fl -oz Liquid 880942 MEDAPHENE SCRUBS DISINFECTANT DEODORIZING WIPES 4 Flammable Liquid Class IB fl -oz Liquid 442003 NEW OCI- MULTIPURPOSE A 9 Flammable Liquid Class IB 0.25 fl -oz Liquid 441113 NEW PL 200 CONSTRUCTION ADHESIVE 21 Flammable Liquid Class IB 10.2 fl -oz Liquid 880028 NON -CHLOR BRAKE CLEANER - 15 OZ 12 Flammable Liquid Class IB 15 fl -oz Liquid 451035 OATEY ALL - PURPOSE CLEANER 24 Flammable Liquid Class IB 4 fl -oz Liquid 451037 OATEY ALL - PURPOSE CLEANER 18 Flammable Liquid Class IB 16 fl -oz Liquid 451036 OATEY ALL - PURPOSE CLEANER 1 Flammable Liquid Class IB 8 fl -oz Liquid 451038 OATEY ALL - PURPOSE CLEANER 12 Flammable Liquid Class IB 32 fl -oz Liquid 451081 OATEY ALL - WEATHER CEMENT 1 Flammable Liquid Class IB 32 fl -oz Liquid 451080 OATEY ALL - WEATHER CEMENT 1 Flammable Liquid Class IB 16 fl -oz Liquid 451026 OATEY CPVC CEMENT 24 Flammable Liquid Class IB 4 fl -oz Liquid 451027 OATEY CPVC CEMENT 1 Flammable Liquid Class IB 8 fl -oz Liquid 451342 OATEY FGG CEMENT CPVC 16 Flammable Liquid Class IB 16 fl -oz Liquid 451018 OATEY HEAVY DUTY PVC CEMENT 2 Flammable Liquid Class IB 8 fl -oz Liquid 451020 OATEY HEAVY DUTY PVC CEMENT 1 Flammable Liquid Class IB 32 fl -oz Liquid 0.51 GAL 2.20 GAL 0.02 GAL 1.61 GAL 1.26 GAL 0.08 GAL 1.50 GAL 0.15 LBS 2.41 GAL 1.31 GAL 3.00 GAL 1.13 GAL 0.63 GAL 0.01 GAL 0.35 GAL 1.50 GAL 0.23 GAL 0.25 GAL 0.38 GAL 4.00 GAL 4.00 GAL 1.31 GAL 0.98 GAL 0.98 GAL 1.26 GAL 0.01 GAL 0.34 GAL 0.02 GAL 1.67 GAL 1.41 GAL 0.75 GAL 2.25 GAL 0.06 GAL 3.00 GAL 0.25 GAL 0.13 GAL 0.75 GAL 0.06 GAL 2.00 GAL 0.13 GAL 0.25 GAL P..:' a 451019 N� 'z�3�3 �' ria "'L' ^0.mR •> -�ik • x it-i. '` -fi f F� =i ,. P t . ¢i1x r Descri tion o'' OATEY HEAVY DUTY PVC CEMENT lst nl t 1 ,' '�- .'x i ;� k, x�`-h ; ! a- I CClassficalloa 1 Flammable Liquid Class IB _Contain.'..esxr ize,� 16 ';" „. :. fl -oz f, . •n.,, Phy Ica! ra 4 1 Liquid_ Liquid 451122 OATEY PRIMER CLEANER CLEAR 12 Flammable Liquid Class IB 16 fl -oz 451123 OATEY PRIMER CLEANER CLEAR 1 Flammable Liquid Class IB 32 fl -oz Liquid 451040 OATEY PURPLE PRIMER /CLEANER -1/4 PINT 18 Flammable Liquid Class IB 4 fl -oz Liquid 451041 OATEY PURPLE PRIMER - CLEANER 1 Flammable Liquid Class IB 8 fl -oz Liquid 451042 OATEY PURPLE PRIMER - CLEANER 2 Flammable Liquid Class IB 16 fl -oz Liquid 451024 OATEY PVC CEMENT 12 Flammable Liquid Class IB 32 fl -oz Liquid 451023 OATEY PVC CEMENT 18 Flammable Liquid Class IB 16 fl -oz Liquid 451022 OATEY PVC CEMENT 18 Flammable Liquid Class IB 8 fl -oz Liquid 451045 OATEY RAIN /SHINE CEMENT 21 Flammable Liquid Class IB 8 fl -oz Liquid 451046 OATEY RAIN /SHINE CEMENT 20 Flammable Liquid Class IB 16 fl -oz Liquid 451047 OATEY RAIN /SHINE CEMENT 13 Flammable Liquid Class IB 32 fl -oz Liquid SPA2240 -05 ORANGE TOUGH 40 DEGREASER D -LIME PL 1 Flammable Liquid Class IB 512 fl -oz Liquid 462009 PIPE REPAIR KIT 7 Flammable Liquid Class IB 8 fl -oz Liquid 441139 PLASTIC WOOD FILLER 13 Flammable Liquid Class IB 8 fl -oz Liquid 441405 PLASTIX BONDER 4 Flammable Liquid Class IB 0.06 fl -oz Liquid 950033 PORC -A -FIX APPLIANCE TOUCH -UP PAINT BIEGE 4 Flammable Liquid Class IB 1 fl -oz Liquid 950031 PORC -A -FIX APPLIANCE TOUCH -UP PAINT BISQUE 6 Flammable Liquid Class IB 1 fl -oz Liquid 55 -9105 PORC -A -FIX APPLIANCE TOUCH -UP PAINT HARVEST WHITE 12 Flammable Liquid Class IB 1 fl -oz Liquid 800430 PORCELAIN TOUCH -UP GLAZE 9 Flammable Liquid Class IB 0.5 fl -oz Liquid 77312 PREMIER CEMENT ABS 1/2 PINT 14 Flammable Liquid Class IB 8 fl -oz Liquid 77314 PREMIER CEMENT ABS 1/4 PINT 18 Flammable Liquid Class IB 4 fl -oz Liquid_ Liquid 451145 PREMIER CEMENT ABS LOW VOC 12 Flammable Liquid Class IB 16 fl -oz 773PT PREMIER CEMENT ABS PINT 12 Flammable Liquid Class IB 16 fl -oz Liquid 773T PREMIER CEMENT ABS QUART 12 Flammable Liquid Class IB 32 fl -oz Liquid 451090 PREMIER CEMENT ALL PURPOSE CLEAR 10 Flammable Liquid Class IB 32 fl-oz Liquid 706PT PREMIER CEMENT ALL-PURPOSE CLEAR PINT 20 Flammable Liquid Class IB 16 fl -oz Liquid 700PT PREMIER CEMENT ALL - PURPOSE CLEAR PINT 19 Flammable Liquid Class IB 16 fl -oz Liquid 700T PREMIER CEMENT ALL - PURPOSE CLEAR QUART 12 Flammable Liquid Class IB 32 fl -oz Liquid 70612 PREMIER CEMENT CLEAR ALL PURPOSE 1/2 PINT 12 Flammable Liquid Class IB 8 fl -oz Liquid 70614 PREMIER CEMENT CLEAR ALL PURPOSE 1/4 PINT 16 Flammable Liquid Class IB 4 fl -oz Liquid 70512 PREMIER CEMENT CLEAR PVC 1/2 PINT 12 Flammable Liquid Class IB 8 fl -oz Liquid 70514 PREMIER CEMENT CLEAR PVC 1/4 PINT 12 Flammable Liquid Class IB 4 fl -oz Liquid 713PT PREMIER CEMENT CPVC HIGH GRADE ORANGE PINT 8 Flammable Liquid Class IB 16 fl -oz Liquid 71312 PREMIER CEMENT CPVC HI -GRADE 1/2 PINT 15 Flammable Liquid Class IB 8 fl -oz Liquid 71314 PREMIER CEMENT CPVC HI -GRADE 1/4 PINT 24 Flammable Liquid Class IB 4 fl -oz Liquid 451005 PREMIER CEMENT PVC ALL TEMP CLEAR 12 Flammable Liquid Class IB 32 fl -oz Liquid 451000 PREMIER CEMENT PVC ALL TEMP CLEAR 12 Flammable Liquid Class IB 16 fl -oz Liquid 451160 PREMIER CEMENT PVC ALL TEMPERATURE ONE STEP BLUE 22 Flammable Liquid Class IB 4 8 fl -oz Liquid 451161 PREMIER CEMENT PVC ALL TEMPERATURE ONE STEP BLUE 22 Flammable Liquid Class IB fl -oz Liquid 451162 PREMIER CEMENT PVC ALL TEMPERATURE ONE STEP BLUE 22 Flammable Liquid Class IB 16 fl -oz Liquid 0.13 GAL 1.50 GAL 0.25 GAL 0.56 GAL 0.06 GAL 0.25 GAL 3.00 GAL 2.25 GAL 1.13 GAL 1.34 GAL 2.48 GAL 3.25 GAL 4.00 GAL 0.44 GAL 0.80 GAL 0.03 GAL 0.03 GAL 0.05 GAL 0.09 GAL 0.04 GAL 0.88 GAL 0.56 GAL 1.47 GAL 1.50 GAL 3.00 GAL 2.50 GAL 2.46 GAL 2.36 GAL 3.00 GAL 0.75 GAL 0.50 GAL 0.75 GAL 0.38 GAL 0.98 GAL 0.94 GAL 0.75 GAL 3.00 GAL 1.50 GAL 0.69 GAL 1.381 GAL 2.75 GAL 451163 IEI• r':r PREMIER CEMENT PVC ALL TEMPERATURE ONE STEP BLUE �� [ I ication 1 � 32 �� fl -oz tat, Liquid 8 Flammable Liquid Class IB 451133 PREMIER CEMENT PVC CLEAR 27 Flammable Liquid Class IB 4 fl -oz Liquid 451135 PREMIER CEMENT PVC CLEAR 14 Flammable Liquid Class IB 16 fl -oz Liquid 451134 PREMIER CEMENT PVC CLEAR 14 Flammable Liquid Class IB 8 fl -oz Liquid 451136 PREMIER CEMENT PVC CLEAR 14 Flammable Liquid Class IB 16 fl-oz Liquid 705PT PREMIER CEMENT PVC CLEAR PINT 14 Flammable Liquid Class IB 16 fl -oz Liquid 705T PREMIER CEMENT PVC CLEAR QUART 8 Flammable Liquid Class IB 32 fl -oz Liquid 451002 PREMIER CEMENT PVC HEAVY DUTY CLEAR 11 Flammable Liquid Class IB 16 fl -oz Liquid 451001 PREMIER CEMENT PVC HEAVY DUTY CLEAR 18 Flammable Liquid Class IB 8 fl -oz Liquid 451003 PREMIER CEMENT PVC HEAVY DUTY CLEAR 8 Flammable Liquid Class IB 32 fl -oz Liquid 451305 PREMIER CEMENT PVC WET & DRY 1/2 PINT 12 Flammable Liquid Class IB 8 fl -oz Liquid 451304 PREMIER CEMENT PVC WET & DRY 1/4 PINT 24 Flammable Liquid Class IB 4 fl -oz Liquid 451306 PREMIER CEMENT PVC WET & DRY PINT 12 Flammable Liquid Class IB 16 fl -oz Liquid 451307 PREMIER CEMENT PVC WET & DRY QUART 12 Flammable Liquid Class IB 32 fl -oz Liquid 451050 PREMIER CEMENT PVC/ABS TRANSITION 12 Flammable Liquid Class IB 8 fl -oz Liquid 451054 PREMIER CEMENT PVC /ABS TRANSITION 1 Flammable Liquid Class IB 16 fl -oz Liquid 451049 PREMIER CEMENT PVC /ABS TRANSITION 12 Flammable Liquid Class IB 4 fl -oz Liquid 451094 PREMIER CLEANER ALL PURPOSE CLEAR GALLON 1 Flammable Liquid Class IB 128 fl -oz Liquid 70014 PREMIER CLEANER CLEAR ALL PURPOSE 1/4 PINT 20 Flammable Liquid Class IB 4 fl -oz Liquid 70012 PREMIER CLEANER CLEAR PVC 1/2 PINT 20 Flammable Liquid Class IB 8 fl -oz Liquid 451071 PREMIER FGG CEMENT CPVC 20 Flammable Liquid Class IB 4 fl -oz Liquid 451072 PREMIER FGG CEMENT CPVC 20 Flammable Liquid Class IB 8 16 fl -oz Liquid 451073 PREMIER FGG CEMENT CPVC 7 Flammable Liquid Class IB fl -oz Liquid 451074 PREMIER FGG CEMENT CPVC 1 Flammable Liquid Class IB 1 qt Liquid 441011 PREMIER PIPE DOPE 1/4 PINT 18 Flammable Liquid Class IB 4 fl -oz Paste 451055 PREMIER PRIMER CLEAR PVC 12 Flammable Liquid Class IB 16 fl -oz Liquid 451061 PREMIER PRIMER CLEAR PVC 11 Flammable Liquid Class IB 32 fl -oz Liquid 70112 PREMIER PURPLE PRIMER 1/2 PINT 22 Flammable Liquid Class IB 4 fl -oz Liquid 70114 PREMIER PURPLE PRIMER 1/4 PINT 26 Flammable Liquid Class IB 8 fl -oz Liquid 701PT PREMIER PURPLE PRIMER PINT 22 Flammable Liquid Class IB 16 fl -oz Liquid 451092 PREMIER PURPLE PRIMER PVC GALLON 4 Flammable Liquid Class IB 128 fl-oz Liquid 451151 PREMIER PURPLE PRIMER PVC LOW VOC PINT 11 Flammable Liquid Class IB 16 fl -oz Liquid 451152 PREMIER PURPLE PRIMER PVC LOW VOC QUART 12 Flammable Liquid Class IB 32 fl -oz Liquid 701T PREMIER PURPLE PRIMER QUART 14 Flammable Liquid Class IB 32 fl -oz Liquid 441022 PROJECTS & CONSTRUCTION LIQUID NAILS 18 Flammable Liquid Class IB 10.5 fl -oz Liquid GOJ5192 -03 PURELL FMX INSTANT FOAM HAND SANITIZER 3 /1200ML 14 Flammable Liquid Class IB 10.5 fl -oz Liquid 880637 PURELL SANITIZING HAND WIPES 100 PER BOX 10 Flammable Liquid Class IB 8 fl -oz Liquid 451083 PVC CEMENT REGULAR 1 STEP 1/2 PINT 12 Flammable Liquid Class IB 8 fl -oz Liquid 451082 PVC CEMENT REGULAR 1 STEP 1/4 PINT 9 Flammable Liquid Class IB 4 fl -oz Liquid 451085 PVC MULTI PURPOSE CEMENT 1/2 PINT 14 Flammable Liquid Class IB 8 fl -oz Liquid 451084 PVC MULTI PURPOSE CEMENT 1/4 PINT 14 Flammable Liquid Class IB 4 fl -oz Liquid 2.08 GAL 0.83 GAL 1.75 GAL 0.88 GAL 1.75 GAL 1.69 GAL 2.00 GAL 1.38 GAL 1.15 GAL 2.00 GAL 0.75 GAL 0.75 GAL 1.50 GAL 3.00IGAL 0.75 GAL 0.13 GAL 0.381 GAL 1.00 GAL 0.63 GAL 1.25 GAL 0.63 GAL 1.25 GAL 0.81 GAL 0.01 0.56 1.50 GAL GAL GAL 2.70 GAL 0.69 GAL 1.63 2.77 4.00 1.41 3.03 3.50 1.48 GAL GAL GAL GAL GAL GAL GAL 1.15 GAL 0.60 GAL 0.75 1 GAL 0.28 GAL 0.88 GAL 0.44 GAL •i. y�, "e'[ 4N#' ' .. R514 sue- . s. =f h� . r s •.DescriptionY i t Stokinn' :In, ento 14 :,µa *, bi 3 r� „ � , ? F C. as,i catlo ; �� Flammable Liquid Class IB C ner 4 I. s� ` k o r ta't mer Un is fl -oz 1 =:X 'Ph ieasa .91;State_ 4a, Liquid RECTORSEAL PIPE DOPE 1/4 PINT REN03518 -CT RENOWN 9000 METERED REFILL COTTON FRESH 4CN /CS 1 Flammable Liquid Class IB 3 fl-oz Liquid REN03522 -CT RENOWN 9000 METERED REFILL SEA SPRAY 4CN /CS 6 Flammable Liquid Class IB 16 fl -oz Liquid REN03519 -CT RENOWN 9000 METERED REFILL SPRING VALLEY 4 CN /CS 7 Flammable Liquid Class IB 16 fl -oz Liquid 441122 SEAL -ALL 2 OZ TUBE 3 Flammable Liquid Class IB 2 16 fl -oz Liquid 441003 SHOWER PAN LINER SOLVENT 16 OZ. 7 Flammable Liquid Class IB fl -oz Liquid 558762 SHEILA SHINE STAINLESS STEEL POLISH OIL BASED, 4G 4 Flammable Liquid Class IB 128 fl -oz Liquid 441137 SMALL PROJECTS ADHESIVE 7 Flammable Liquid Class IB 4 fl -oz Paste 7788 TEFLON THREAD SEALANT 8 OZ 18 Flammable Liquid Class IB 8 fl-oz Paste 441072 TUB & SHOWER SURROUND ADHESIVE 12 Flammable Liquid Class IB 10.5 fl -oz Paste 441332 TUB SURROUND & SHOWER WALL ADHESIVE GRAY 20 Flammable Liquid Class IB 10.3 fl -oz Paste 451192 WELD -ON CEMENT ABS 1/2 20 Flammable Liquid Class IB 8 fl-oz Liquid 451191 WELD -ON CEMENT ABS 1/4 20 Flammable Liquid Class IB 4 fl -oz Liquid 451178 WELD -ON CEMENT CLEAR PVC HEAVY DUTY 12 Flammable Liquid Class IB 16 fl -oz Liquid 451177 WELD -ON CEMENT CLEAR PVC HEAVY DUTY 21 Flammable Liquid Class IB 8 fl -oz Liquid 451179 WELD -ON CEMENT CLEAR PVC HEAVY DUTY 12 Flammable Liquid Class IB 32 fl -oz Liquid 451173 WELD -ON CEMENT CPVC ORANGE 21 Flammable Liquid Class IB 4 fl -oz Liquid 451197 WELD -ON CEMENT MULTI - PURPOSE CLEAR 24 Flammable Liquid Class IB 8 fl -oz Liquid 451196 WELD -ON CEMENT MULTI - PURPOSE CLEAR 24 Flammable Liquid Class IB 4 fl -oz Liquid 451198 WELD -ON CEMENT MULTI - PURPOSE CLEAR 10 Flammable Liquid Class IB 32 fl -oz Liquid 451199 WELD -ON CEMENT MULTI - PURPOSE CLEAR 12 Flammable Liquid Class IB 1 qt Liquid 451200 WELD -ON CEMENT PVC BLUE WET N FAST 24 Flammable Liquid Class IB 4 fl -oz Liquid 451203 WELD -ON CEMENT PVC BLUE WET N FAST 11 Flammable Liquid Class IB 32 fl -oz Liquid 451201 WELD -ON CEMENT PVC BLUE WET N FAST 24 Flammable Liquid Class IB 4 32 fl -oz Liquid 451202 WELD -ON CEMENT PVC BLUE WET N FAST 10 Flammable Liquid Class IB fl -oz Liquid 451164 WELD -ON CEMENT PVC CLEAR 20 Flammable Liquid Class IB 4 fl-oz Liquid 451165 WELD -ON CEMENT PVC CLEAR 20 Flammable Liquid Class IB 8 fl -oz Liquid 451166 WELD -ON CEMENT PVC CLEAR 14 Flammable Liquid Class IB 16 fl -oz Liquid 451214 WELD -ON CEMENT PVC HOT OR COLD 8 Flammable Liquid Class IB 16 fl -oz Liquid 451187 WELD -ON CLEANER PVC CLEAR 1/2 PINT 24 Flammable Liquid Class IB 8 fl -oz Liquid 451186 WELD -ON CLEANER PVC CLEAR 1/4 PINT 28 Flammable Liquid Class IB 4 fl -oz Liquid 451188 WELD -ON CLEANER PVC CLEAR PINT 12 Flammable Liquid Class IB 16 fl -oz Liquid 451210 WELD -ON FGG CEMENT CPVC 16 Flammable Liquid Class IB 4 fl -oz Liquid 451211 WELD -ON FGG CEMENT CPVC 12 Flammable Liquid Class IB 8 fl -oz Liquid 451212 WELD -ON FGG CEMENT CPVC 12 Flammable Liquid Class IB 16 fl -oz Liquid 451208 WELD -ON PRIMER CPVC CLEAR PINT 12 Flammable Liquid Class IB 16 fl -oz Liquid 451209 WELD -ON PRIMER CPVC CLEAR QUART 12 Flammable Liquid Class IB 32 fl -oz Liquid 451182 WELD -ON PURPLE PRIMER PVC 1/2 PINT 12 Flammable Liquid Class IB 8 4 fl -oz Liquid 451181 WELD -ON PURPLE PRIMER PVC 1/4 PINT 12 Flammable Liquid Class IB fl -oz Liquid 451183 WELD -ON PURPLE PRIMER PVC PINT 12 Flammable Liquid Class IB 8 fl -oz Liquid 451184 WELD -ON PURPLE PRIMER PVC QUART 8 Flammable Liquid Class IB 32 fl -oz Liquid 0.44 GAL 0.02 GAL 0.79 GAL 0.87 GAL 0.05 GAL 0.91 GAL 4.00 GAL 0.22 GAL 1.10 GAL 0.98 GAL 1.61 1.25 0.63 1.50 1.30 GAL GAL GAL GAL GAL 3.00 GAL 0.66 GAL 1.50 GAL 0.75 GAL 2.50 GAL 0.09 GAL 0.751 GAL 2.68 GAL 0.75 GAL 2.50 GAL 0.63 GAL 1.27 GAL 1.80 GAL 0.96 GAL 1.50 GAL 0.88 GAL 1.50 GAL 0.50 GAL 0.75 GAL 1.50 GAL 1.50 GAL 3.00 GAL 0.75 GAL 0.38 GAL 0.75 I GAL 2.00 GAL - r, „+ a US f M1T - S ; * ' s?w= ,E. .� .,,._ �; ,;Demcriptton;.��,���; . -a�;�� Stocks `inuento 8 , - ;SIFCCIaSSificaton s - Flammable Liquid Class IB PVAMF! drier 4. ize 32 ,a ,Con mer ",;i < . fl -oz State Liquid 451065 WELDWOOD ORIGINAL CONTACT CEMENT 800227 ZINSSER B -I -N SHELLAC -BASE PRIMER SEALER GALLON 4 Flammable Liquid Class IB 1 gal Liquid 800229 ZINSSER B -I -N SHELLAC -BASED PRIMER SEALER 5 GALLO 1 Flammable Liquid Class IB 5 gal Liquid 461354 ZOOM SPOUT TURBINE OIL 30 Flammable Liquid Class IB 4 fl -oz Liquid 451031 OATEY ABS CEMENT 18 Flammable Liquid Class IB 8 fl-oz Liquid 451030 OATEY ABS CEMENT 18 Flammable Liquid Class IB 4 fl -oz Liquid 451033 _ OATEY ABS CEMENT 8 Flammable Liquid Class IB 32 fl -oz Liquid 451032 OATEY ABS CEMENT 12 Flammable Liquid Class IB 16 fl -oz Liquid 451016 OATEY ALL PURPOSE CEMENT 12 Flammable Liquid Class IB 16 fl -oz Liquid 451015 OATEY ALL PURPOSE CEMENT 12 Flammable Liquid Class IB 8 fl -oz Liquid 451124 OATEY CLEAR OVC CEMENT 2 Flammable Liquid Class IB 32 fl -oz Liquid 451340 OATEY FGG CEMENT CPVC 18 Flammable Liquid Class IB 4 fl -oz Liquid 451341 OATEY FGG CEMENT CPVC 18 Flammable Liquid Class IB 8 fl -oz Liquid 451043 OATEY PURPLE PRIMER - CLEANER 6 Flammable Liquid Class IB 32 fl -oz Liquid 451021 OATEY PVC CEMENT 20 Flammable Liquid Class IB 4 fl -oz Liquid Flammable Liquid Class IB TOTAL SPA6068 AIRLIFT AERO AIR FRESHENER TROPICAL 12 Flammable Liquid Class IC 16 fl -oz Liquid SPA5837 -04 AQUASPORT WOOD FLOOR CLEANER GL 12 Flammable Liquid Class IC 1 gal Liquid TCC400980 AUTO JANITOR DEODORANT CLEANER MANDARIN ORANGE 1 Flammable Liquid Class IC 6 dry-oz Liquid 880043 BONDO AUTOMOTIVE FILLER QUART 15 Flammable Liquid Class IC 1 qt Paste 556997 EASY UP BASEBOARD CLEANER AND FLOOR STRIPPER 12 Flammable Liquid Class IC 19 fl -oz Liquid 441194 EPDXY ENAMEL - TUB & TILE QUART 4 Flammable Liquid Class IC 32 fl-oz Liquid 880339 INSTANT HAND SANITIZER PUMP 12 /80Z /CS 31 Flammable Liquid Class IC 8 fl -oz Liquid 100013 KILZ SEALER /PRIMER /STAIN BLOCKER GALLON 6 Flammable Liquid Class IC 128 fl -oz Liquid 880192 LYSOL PINE ACTION DISINFECTANT CLEANER, GALLON 4 Flammable Liquid Class IC 128 fl -oz Liquid 461302 MARKAL VALVE ACTION PAINT MARKER, YELLOW 12 Flammable Liquid Class IC 0.7 fl -oz Liquid 880045 NEW BONDO FIBERGLASS RESIN QUART 7 Flammable Liquid Class IC 1 qt Liquid 880042 NEW BONDO FILLER PINT 4 Flammable Liquid Class IC 16 fl -oz Paste 880047 NEW BONDO RESIN REPAIR KIT 1/2 PINT 9 Flammable Liquid Class IC 4 fl -oz Liquid G0J9639 -12 PURELL HAND SANITIZER ALOE PUMP 12 OZ 44 Flammable Liquid Class IC 12 fl -oz LIQUID GOJ9637 -12 PURELL INSTANT HAND SA 12 Flammable Liquid Class IC 0.8 fl -oz LIQUID GOJ9657 -12 PURELL INSTANT HAND SANITIZER 18 Flammable Liquid Class IC 0.8 liter Liquid 880626 PURELL INSTANT HAND SANITIZER 800 ML 23 Flammable Liquid Class IC 27 fl -oz Liquid 880377 PURELL INSTANT HAND SANITIZER NXT CLEAR 8 /1000ML/ 142 Flammable Liquid Class IC 1 liter Liquid GOJ9652 -12 PURELL INSTANT HAND SANITIZER PUMP 120 Flammable Liquid Class IC 8 fl -oz LIQUID G015456 -04 PURELL TFX INSTANT HAND SANITIZER 4 /1200ML /CS 8 Flammable Liquid Class IC 1.2 liter Liquid 560876 RAMUC CR POOL PAINT -WH 12 Flammable Liquid Class IC 128 fl -oz Liquid 77816 TEFLON THREAD SEALANT 16 OZ 12 Flammable Liquid Class IC 16 fl -oz Paste 7784 TEFLON THREAD SEALANT 4 OZ. 24 Flammable Liquid Class IC 4 fl -oz Paste Flammable Liquid Class IC TOTAL 2.00 GAL 0.03 GAL 0.05 GAL 0.94 GAL 1.13 GAL 0.56 GAL 2.00 GAL 1.50 GAL 1.501 GAL 0.75 GAL 0.50 GAL 0.56 GAL 1.13 GAL 1.50 GAL 0.63 GAL 235.34 GAL 1.50IGAL 0.09 GAL 0.05 LBS 0.12 GAL 1.78 GAL 1.00 GAL 1.95 GAL 6.401 GAL 3.75 GAL 0.07 GAL 0.05 GAL 0.50 GAL 0.28IGAL 4.13 GAL 0.08 GAL 0.11IGAL 4.75 GAL 1.11 GAL 7.501 GAL 0.08 GAL 12.00 GAL 1.50 GAL 0.75 GAL 49.53 GAL K " x � r 880796 • ! ei4ix 7ils t + o .....- T+�. 'sA�.� 'l: 4 9 rf'. N �i .4a'Y a E a � �° ''� #3,'� § � �r acki _ �� • n vento 2 1� h 1 °'� 4'"�`t'b of �' ' t Contai s. °.t ner Sii �, 560 Con alnen dry-oz H 1 ,q. ..a , Ph s cal } Mate Solid $ Description, � � dId DUMPSTER DEODORANT CRYSTALS, 35 LB IFC Classification Flammable Solid 821097 GLUE STICKS 4" HI -TEMP 30 PACK 4 Flammable Solid 32 dry-oz Solid x821099 GLUE STICKS MINI 4" HI -TEMP 30 PACK 8 Flammable Solid 24 dry-oz Solid 511337 MAGNESIUM ANODE BAG 17 LB 3 Flammable Solid 17 lbs Solid 511381 MAGNESIUM ANODE BAG 9 LB 2 Flammable Solid 9 lbs Solid 880799 RENOWN PARA TOILET BOWL BLOCK CHERRY 34 Flammable Solid 3.5 dry-oz Solid 558666 SWEEPING COMPOUND 100LB BOX 1 Flammable Solid 800 dry-oz Solid Flammable Solid TOTAL 880933 * *RENOWN PEROXIDE CLEA 1 Oxidizer Class 1 Liquid 128 fl -oz Liquid SPA0035 -04 CLEAN BY PEROXY MULTI PURPOSE CLEANER W /HYDROGEN 23 Oxidizer Class 1 Liquid 128 gal Liquid SPA4820 CLEAN ON THE GO CLEAN BY PEROXY4 /2LT 34 Oxidizer Class 1 Liquid 270 fl -oz Liquid 880182 CLOROX CLEAN UP DISINFECTANT CLEANER WITH BLEACH 8 Oxidizer Class 1 Liquid 32 fl -oz Liquid 880137 ENVIRO PATROL HEAVY DUTY CLEANER, GALLON 3 Oxidizer Class 1 Liquid 1 gal Liquid 712020 NEUTRALIZER THIOTRINECHLORINE 20 OZ 7 Oxidizer Class 1 Liquid 20 fl -oz Liquid 880168 ULTRA CLOROX GERMICIDAL BLEACH, 6/960Z/CS 39 Oxidizer Class 1 Liquid 96 fl -oz Liquid Oxidizer Class 1 Liquid TOTAL 879010 APPLIED BIO YELLOW TRINE ALGAECIDE 3 LBS 9 Oxidizer Class 1 Solid 48 dry-oz Powder 556174 NEW 25# GRANULAR DICHLOR C 10 Oxidizer Class 1 Solid 400 dry-oz Solid 556175 NEW 50# GRANULAR DICHLOR C 12 Oxidizer Class 1 Solid 800 dry-oz Solid Oxidizer Class 1 Solid TOTAL 880785 TILEX MILDEW REMOVER, QUART 16 Oxidizer Class 2 Liquid 32 fl -oz Liquid Oxidizer Class 2 Liquid TOTAL 563002 ALKALINITY PLUS 4 LB 15 Oxidizer Class 2 Solid 64 dry-oz Powder 563003 ALKALINITY PLUS 7.5LB 15 Oxidizer Class 2 Solid 120 dry-oz Powder 536162 BROMINE TABLETS 25LB PAIL 1 Oxidizer Class 2 Solid 400 dry-oz Solid 556193 CAL -HYPO POOL SHOCK 1# 44 Oxidizer Class 2 Solid 16 dry-oz Powder 556184 NEW BROMINE TABLETS - 50LB 4 Oxidizer Class 2 Solid 800 dry-oz Solid 879011 ULTIMA TOTAL CONTROL COMBINATION POOL SHOCK AND A 13 Oxidizer Class 2 Solid 32 fl -oz Solid Oxidizer Class 2 Solid TOTAL 821742 NEW 1.1 CU FT OXYGEN C 3 Oxidizing Gas 14.1 fl -oz Gas Oxidizing Gas TOTAL 441071 PROJECTS & CONSTRUCTION LIQUID NAILS 48 Toxic Liquid 10.5 fl -oz Paste 441230 10.1 oz.DAP APEX WHT PAINTERS CAULK 66 Toxic Liquid 10.5 fl -oz Paste 536113 ALGAETRINE ALGAECIDE, QUART 12 Toxic Liquid 32 fl -oz Liquid 441252 ALL PURPUOSE CAULK POLYSEAMSEAL 10 OZ. ALMOND 14 Toxic Liquid 10 fl -oz Paste 561101 BUGSTOP LONG LASTING INSECT KILLER, 32 OZ 24 Toxic Liquid 32 fl -oz Liquid SPA3137 -12 CONTEMPO H202 CARPET SPOT SOLUTION QT 28 Toxic Liquid 32 fl -oz Liquid 441196 DAP CRACKSHOT SPACKLING WHITE QUART 7 Toxic Liquid 32 fl -oz Paste 441197 DAP DRYDEX DRY TIME INDICATOR SPLACKLING QUART 8 Toxic Liquid 32 fl -oz Paste 74.38 LBS 8.67 LBS 12.50 LBS 3.191 LBS 1.13 LBS 7.53 LBS 50.00 LBS 157.38 LBS 1.00 GAL 22.67 GAL 71.25 GAL 2.00 GAL 0.03 GAL 1.16 GAL 29.30 GAL 127.41 GAL 25.50 LBS 241.67 LBS 612.50 LBS 879.67 LBS 3.891 GAL 3.89 GAL 60.00 LBS 110.00 LBS 25.00 LBS 44.00 LBS 218.75 LBS 25.50 GAL 483.25 LBS 0.33 GAL 0.33 GAL 3.94 GAL 5.41 GAL 3.00 GAL 1.11 GAL 6.00 GAL 7.00 GAL 1.85 GAL 2.04 GAL i • a %S. �y i 451069 * g.. x.. a MY' '.Y7 t3 ( "Td Vf vn i ? ..t •..K ,^ J A°�3 �`' • w' L °4 ,tyi { lt`'� `*• �` ,�m� - 6 ' i : Descri tLon r ' , EASY SOLUTIONS TILE GROUT REPAIR 5 k n .:.y : nvento 19 ..1'.� ' Nrt..&' $ ..s' !•'i^'t 1Y. 7. ` t ERR,` ,aH'�, ' '''' f� +4y � tea. r IFC Class fication , ; r Toxic Liquid GFC a ne Size 5.5 Containers Units fl -oz P� Yslcal t''TState Paste Liquid- 880520 EVAPORATOR COIL CLEANER, GREEN NO RINSE, GAL 4 Toxic Liquid 128 fl -oz 451012 FURNACE CEMENT 5 Toxic Liquid 32 fl -oz Paste BET6180400 BETCO FLOOR CLEANER /RESTORER GL 1 Toxic Liquid 128 fl -oz Liquid 684PK DOW CORNNG SILICONE CAULK CLEAR 3oz 67 Toxic Liquid 2.8 fl -oz Paste 211012 DRAIN BUSTER LIQUID DRAIN OPENER QUART 7 Toxic Liquid 32 fl -oz Liquid 87232 DRAIN CLEANER PROFESSIONAL STRENGTH QUART 47 Toxic Liquid 32 fl -oz Liquid 431023 FLUX 12 OZ. 3 Toxic Liquid 12 fl -oz Paste 431020 FLUX 3 OZ. 5 Toxic Liquid 3 fl -oz Paste 431021 FLUX H -2 5 WATER SOLUBLE 6 Toxic Liquid 8 fl -oz Paste 20037 FLUX PASTE 1 LB. 5 Toxic Liquid 16 dry-oz Paste 20038 FLUX PASTE 4 OZ 35 Toxic Liquid 4 fl -oz Paste 20039 FLUX SELF CLEANING 2 OZ. 49 Toxic Liquid 2 fl -oz Paste LD2 GAS LEAK DETECTOR LOW TEMPERATURE PINK GALLON 6 Toxic Liquid 1 gal Liquid JWP04266 HEAVY DUTY PRESPRAY CONCENTRATE GL 4 GAL /CS 6 Toxic Liquid 128 fl -oz Liquid JWP04969 J -FILL GOOD SENSE ODOR COUNTERACTANT LIQCONCENTR 12 Toxic Liquid 128 fl -oz Liquid JWP04965 J -FILL GP FORWARD GENERAL PURPOSE 2.5LT 2 /CS 40 Toxic Liquid 169 fl -oz Liquid JWP04716 J -FILL STRIDE - CITRUS NEUTRAL CLEANER 2/84.5OZ/CS 4 Toxic Liquid 169 fl -oz Liquid 200010 KILZ 2 WATER -BASED SEALER /PRIMER /STAIN BLOCKER GA 6 Toxic Liquid 128 fl -oz Liquid 8889 KWIK -SEAL TUB & TILE CAULK 126 Toxic Liquid 6 fl -oz Paste 685 KWIK -SEAL TUB & TILE CAULK 39 Toxic Liquid 6 fl -oz Paste 441048 LATEX CAULK WHITE 83 Toxic Liquid 10.3 fl -oz Paste 441127 LIGHTWEIGHT SPACKLING PINT 16 Toxic Liquid 16 dry-oz Paste 441128 LIGHTWEIGHT SPACKLING QUART 17 Toxic Liquid 32 dry-oz Paste 880817 MR. CLEAN ALL - PURPOSE CLEANER 28 OZ 13 Toxic Liquid 28 fl -oz Liquid SPA7116 -12 NABC NON -ACID DISINFECTANT BOWL RTU CLEANER 12 QT 71 Toxic Liquid 32 dry-oz Paste 441109 NEW 10OZ PL CONCRETE & MASONRY SEALA 14 Toxic Liquid 10 fl -oz Paste 880438 NEW DRACKET FINISH 4 Toxic Liquid 128 fl -oz Liquid 556195 NEW GALLON BIO CLEAR 6 Toxic Liquid 128 fl -oz Liquid 441212 NEW WH LIGHTNING #3006 CAULK /WHT 37 Toxic Liquid 10 fl -oz Paste BET1490400 NOIL WTR BASE DUST MOP TRTMNT 4 /1GL 1 Toxic Liquid 128 fl -oz Liquid 451014 OATEY ALL PURPOSE CEMENT 58 Toxic Liquid 4 fl -oz Liquid 451044 OATEY BLUE CEMENT 30 Toxic Liquid 4 fl -oz Liquid 800194 OATEY WL BOLT QUICK DRY ADHESIVE 12 Toxic Liquid 10 fl -oz Paste 800193 ONE -STEP LIGHTWEIGHT SPACKLING COMPOUND QUART 16 Toxic Liquid 32 fl -oz Paste 563005 PH UP 4# 24 Toxic Liquid 35 dry-oz Liquid 441040 PLUMBER PUTTY 5 LB 7 Toxic Liquid 16 dry-oz Paste 536159 POOL STABILIZER (CYANURIC ACID) 4# 9 Toxic Liquid 64 dry-oz Liquid 443007 PREMIER CAULK 5.5 OZ ALMOND 38 Toxic Liquid 5.5 fl-oz Paste 441007 PREMIER PIPE DOPE 1 OUNCE 79 Toxic Liquid 2 fl -oz Paste 441013 PREMIER PIPE DOPE 8 OUNZE 20 Toxic Liquid 8 fl -oz Liquid GAULBSr 0.83 GAL 4.00 GAL 1.13 GAL 1.00 GAL 1.46 GAL 1.86 GAL 11.67 GAL 0.28 1 GAL 0.13 GAL 0.39 GAL 0.59 LBS 1.11 GAL 0.76 GAL 0.05 GAL 6.00 GAL 12.00 GAL 52.81 GAL 4.62 GAL 5.62IGAL 5.91 GAL 1.82 GAL 6.66 GAL 2.01 LBS 4.32 LBS 2.841 GAL 17.74 LBS 1.11 GAL 3.63 GAL 6.40 2.89 1.00 1.80 GAL GAL GAL GAL 0.94 GAL 0.91 GAL 4.03 GAL 6.56 LBS 0.86 LBS 4.50 LBS 1.63 GAL 1.24 GAL 1.24 GAL ft ? �� USN 441008 A;_ ? _z a a . PREMIER PIPE JOINT '-�,, , �. ,Ee.� 4 Desscri tlon > * P COMPOUND 8 OZ TUBE t mshz;.xvL, . . � d' Sto kin 2i I� Invent° 30 •,y sr : t H .c_ r _ •iT�- - f',` ny �, tt, 3 9 s <� :°� ; F Classificatio : 1J i � Toxic Liquid Cotal ne ; Stze 8 ontalner Units fl -oz `"'at+�".. `P sia tatee, Paste 441056 PREMIER STAINLESS PLUMBERS PUTTY 5 LB 33 Toxic Liquid 80 fl -oz Paste 441090 PRE -MIXED WALL TILE GROUT WHITE QUART 9 Toxic Liquid 32 fl -oz Paste 431024 PROPLUS SOLDERING FLUX PASTE 2 OZ. 48 Toxic Liquid 2 fl -oz Paste R5PT RECTORSEAL PIPE DOPE PINT 12 Toxic Liquid 16 fl -oz Liquid 441280 RECTORSEAL T PLUS 2 -1/4 PINT 27 Toxic Liquid 4 fl -oz Paste 8888 RELY -ON VINYL LATEX CAULK 30 Toxic Liquid 10.5 fl -oz Paste 880629 RENOWN ANTIBACTERIAL FOAM CLEANSER 1250 ML 60 Toxic Liquid 42 fl -oz Liquid 880634 RENOWN ANTIMICROBIAL HAND SOAP GOLD 4GL/CS 8 Toxic Liquid 128 fl -oz Liquid 880659 RENOWN CARPET PRE -SPOT GALLON 7 Toxic Liquid 128 fl -oz Liquid 880916 RENOWN DEGREASER GALLON 9 Toxic Liquid 128 fl -oz Liquid 880922 RENOWN EXTRACTION CARPET CLEANER GALLON 12 Toxic Liquid 128 fl -oz Liquid 880917 RENOWN FLOOR SEALER AND FINISH GALLON 19 Toxic Liquid 128 fl -oz Liquid REN02852 -UC RENOWN FLOOR STRIPPER 5GAL 2 Toxic Liquid 640 fl -oz Liquid 880921 RENOWN HEAVY DUTY DEGREASER GALLON 18 Toxic Liquid 128 fl-oz Liquid 880653 RENOWN HEAVY DUTY WAX STRIPPER GALLON 9 Toxic Liquid 128 fl -oz Liquid SPA0082 -05 RINSE FREE FLOOR STRIPPER PL 3 Toxic Liquid 512 fl -oz Liquid JWP3063568 _ RTD SPITFIRE SC POWER CLEANER LT 12 Toxic Liquid 33.8 fl -oz Liquid JWP3063390 RTD STRIDE CITRUS NEUTRAL CLEANER 5LT 1 /CS 21 Toxic Liquid 169 fl -oz Liquid SPA0040 -04 SHINELINE MULTI SURFACE CLEANER 4GAL /CS 4 Toxic Liquid 512 fl -oz Liquid 431001 SIL -FOS 1 LB - BRAZING ALLOY, 15% SILVER ALLOY 11 Toxic Liquid 16 dry-oz Solid 431000 SIL -FOS 1 LB - BRAZING ALLOY, 5% SILVER ALLOY 2 Toxic Liquid 16 dry-oz Solid 441047 SILICONIZED ACRYLIC CAULK WHITE 43 Toxic Liquid 10.3 fl -oz Paste 441227 SILICONIZED ACRYLIC LATEX CAULK 31 Toxic Liquid 10.5 fl -oz Paste TCC750112 SOAP HAND FOAM LOTION 1100ML W /MOISTURIZERS 12 Toxic Liquid 1.1 liter Liquid 20027 SOLDER PASTE NOKORODE 1 LB. 12 Toxic Liquid 16 fl -oz Paste 20026 SOLDER PASTE NOKORODE 1.07 OZ. 42 Toxic Liquid 1.7 dry-oz Paste 880109 SPOT SHOT TRIGGER 32 OZ 12 Toxic Liquid 32 fl -oz Liquid JWP04678 SUMAA® STOP SLIPTM /MC D3.3 GALLON 4 Toxic Liquid 128 fl -oz Liquid 880010 TRIAZICIDE INSECT KILLER, 32 OZ 6 Toxic Liquid 32 fl -oz Liquid SPA3830 -04 TRIBASE MULTI - PURPOSE CLEANER GL 8 Toxic Liquid 128 fl -oz Liquid 441261 TUB & TILE ADHESIVE CAULK ALMOND 41 Toxic Liquid 6 fl -oz Paste 441260 TUB & TILE ADHESIVE CAULK WHITE 89 Toxic Liquid 6 fl -oz Paste 441159 TUB & TILE ULTRA SEALANT BISCUIT 26 Toxic Liquid 6 fl -oz Paste 441157 TUB & TILE ULTRA SEALANT WHITE 41 Toxic Liquid 6 fl -oz Paste 441156 TUB & TILE ULTRA SEALANT WHITE 26 Toxic Liquid 10 fl -oz Paste 441263 TUB AND TILE ADHESIVE CAULK WHITE 59 Toxic Liquid 10 fl -oz Paste 441202 TUB SURROUND & SHOWER WALL ADHESIVE CLEAR 6 Toxic Liquid 10.3 fl -oz Paste 441120 WELDWOOD MULTI - PURPOSE FLOOR ADHESIVE GALLON 5 Toxic Liquid 128 fl -oz Paste 441215 WHITE LIGHTNING 3006 ADHESIVE CAULK 10 OZ. ALMOND 17 Toxic Liquid 10 fl -oz Paste 441213 WHITE LIGHTNING 3006 ADHESIVE CAULK 10 OZ. BROWN 22 Toxic Liquid 10 fl -oz Paste 1.85 GAL 20.78 LBS 2.25 GAL 0.75 I GAL 1.53 GAL 0.86 GAL 2.46 GAL 19.78 GAL 7.81 GAL 7.00 GAL 9.42 GAL 12.35 GAL 19.35 GAL 10.00 GAL 18.48 GAL 8.57 GAL 13.45 GAL 3.09 GAL 27.98 GAL 16.00 GAL 1.38ILBS 0.29 LBS 3.43 GAL 2.53 GAL 0.10 GAL 1.48 GAL 0.56 LBS 3.00 GAL 4.001 GAL 1.50 GAL 8.00 GAL 1.94 GAL 4.17 GAL 1.21 GAL 1.91 GAL 2.02 GAL 4.65 GAL 0.48 GAL 5.33 GAL 1.34 GAL 1.69 GAL .3 441162 J !Pr'I i ,Description. WHITE LIGHTNING 3006 ADHESIVE CAULK WHITE 5.5 OZ $Rc P r Invento 28 iYs ��� ��,IFC�Cassiflea ion�l����� °�:� Toxic Liquid ,C 5.5 CS'Y?i of Fa n'� taine' rt fl -oz P yy` v sica Paste Toxic Liquid TOTAL 560773 LOCK LUBE 102. 2 Toxic Solid 1 dry-oz Powder 441233 JOINT FILLER FLOOR GROUT WHITE 25 LB BAG 4 Toxic Solid 400 dry-oz Powder 507085 NEW PHENOL RED TABLETS(10) 10 Toxic Solid 16 dry-oz Solid 900504 "ROBARB CHLORINE TABLETS 1 ", 50LB PAIL" 6 Toxic Solid 800 dry-oz Solid 900503 " ROBARB CHLORINE TABLETS 3 ", 25 LB. PAIL" 8 Toxic Solid 400 dry-oz Solid 900501 ' ROBARB CHLORINE TABLETS 3 ", 50 LB. PAIL" 8 Toxic Solid 800 dry-oz Solid 880831 D -CON RAT & MICE KILLER 12 OZ 8 Toxic Solid 12 dry-oz Solid 1WP17048 DIBS NEUTRALIZER CONDITIONER CT 2BX /90CT /CS 4 Toxic Solid 45 fl -oz Solid JWP17039 DIBS STRIDE NEUTRAL CLEANER CT 17 Toxic Solid 45 fl -oz Solid 556155 DRAIN BUSTER NON -ACID DRAIN CLEANER 1 LB 34 Toxic Solid 16 dry-oz Powder 556179 NEW OXYGEN SHOCK -25# 8 Toxic Solid 400 dry-oz Powder 880018 ROACH POWDER - 16 OZ 12 Toxic Solid 16 dry-oz Powder 879051 ROBARB CALCIUM- HYPOCHLORITE 25 LB PAIL 10 Toxic Solid 400 dry-oz Solid 900502 ROBARB CHLORINE STICKS, 50 LB. PAIL 6 Toxic Solid 800 dry-oz Solid 431002 SOLDERING KIT 95/5 LEAD FREE 1 Toxic Solid 1.7 fl -oz Solid 431004 SOLDERING PASTE & BRUSH 22 Toxic Solid 1.7 fl -oz Solid 441306 SOOT -O -MAGIC THROW -IN PACK SOOT REMOVER 48 Toxic Solid 4 dry-oz Solid Toxic Solid TOTAL 1.22 GAL 472.65 GAL 0.13 LBS 100.00 LBS 10.00 LBS 312.50 LBS 200.00 LBS 400.00 LBS 6.00 LBS 11.25 LBS 47.01 LBS 33.88 LBS 202.50 LBS 12.00 LBS 257.69 LBS 300.00 LBS 0.11 LBS 2.34 LBS 12.00 LBS 1907.40 LBS ..tea- USN K t'd ,...i ^�� t3.`L! , p .• ) , . >' : -h* Description - t k Stoc i . t . �$� Vo i ^.rte 4. '.� 'Y "-`4. . g >x .! � � FF,y��c� �S.]N.y 4. }�'. �C�.". >l�X �"C 2 }fir,. <w7 , �k : ' ��,, � �- RO =��.* r v�IKl elassificat on v %'GYM .� �.� J!,�n L$Iv fl7 fi..,.zvo•'�5 x` t ,, ,,?1. ��A >` �- ��ner= . • f' Con i to �'x?� '�' Size :r..�.'i u'.. ,� r. }� 4ia"..:i:�.. -� °� �ContarnerPh :Units t; ��. u: b43 yk • . Physic- State •' ?(gg Tota I � iw � . 6 Ke ,.V.alu a Gal /LBS ?N: ".`fr. ;v GAIABS:s 800261 2.2L ORANGEPEELTEX PRE MIX 6 Aerosol Level 1 75 fl -oz Aerosol 27.19 14.00 15.33 23.84 30.52 5.00 27.84 15.00 15.50 184.80 17.31 13.16 13.41 28.64 15.00 58.78 8.67 4.47 7.43 35.44 8.33 7.97 13.67 5.00 0.75 44.99 27.08 16.63 25.00 30.00 63.05 33.75 1.25 4.55 9.38 13.75 17.45 12.73 32.23 38.13 78.00 LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS 800246 16 OZ COARSE ACOUSTIC SPRAY 14 Aerosol Level 1 16 fl -oz Aerosol 800247 16 OZ MEDIUM ACOUSTIC SPRAY 15 Aerosol Level 1 16 fl -oz Aerosol 800245 20 OZ EASYSPRAY KNOCKDOWN 19 Aerosol Level 1 20 fl -oz Aerosol MMM14002 3M STAINLESS STEEL POLISH CLEANER 12/21 OZ/ 23 Aerosol Level 1 21 fl -oz Aerosol SPA6086 AIRLIFT SMOKE & ODOR D 4 Aerosol Level 1 Aerosol Level 1 20 fl -oz Aerosol 880600 ALL PURPOSE CLEANER 25 18 fl -oz Aerosol SPA6120 CITRO SHIELD FURNITURE POLISH AEROSOL 12 Aerosol Level 1 20 fl -oz Aerosol 880503 COIL AND CYCLONE FIN CLEANER, NON ACID, 20 OZ SPR 12 Aerosol Level 1 20 fl -oz Aerosol 880504 COIL CLEANING FOAMING AEROSOL, 19 OZ 23 Aerosol Level 1 128 fl -oz Aerosol 881057 COLOR CHANGING SPRAY TEXTURE 16 OZ. 17 Aerosol Level 1 16 fl -oz Aerosol 880836 EASY -OFF OVEN CLEANER 16 OZ 13 Aerosol Level 1 16 fl -oz Aerosol 880829 EASY -OFF OVEN CLEANER 16 OZ 13 Aerosol Level 1 16 fl -oz Aerosol 800244 EASYTOUCH SPRAY TEXTURE 20 OZ. 38 Aerosol Level 1 12 fl -oz Aerosol 880056 ELECTRIC MOTOR CONTACT CLEANER 20 OZ 12 Aerosol Level 1 20 fl -oz Aerosol JWP04531 ENVYA® DISINFECTANT CLEANER FOAMING 19OZ 50 Aerosol Level 1 19 fl -oz Aerosol 880405 GLADE COUNTRY GARDEN AERO 11 Aerosol Level 1 13 fl -oz Aerosol 880406 GLADE SMK ODOR ELIMINATOR 6 Aerosol Level 1 13 fl -oz Aerosol 880446 GLADE SUPER FRESH AIR FRESHNER, 14 OZ 9 Aerosol Level 1 13 fl -oz Aerosol 880603 GLASS CLEANER 32 Aerosol Level 1 18 fl -oz Aerosol 880115 HEAVY DUTY FOAM CLEANER 8 Aerosol Level 1 16 fl -oz Aerosol 800384 HOMAX EASY TOUCH KNOCKDOWN TEXTURE 10 OZ 13 Aerosol Level 1 10 fl -oz Aerosol 880618 INSTITUTIONAL CRAWLING INSECT KILLER 16 OZ 14 Aerosol Level 1 16 fl -oz Aerosol 799006 KRYLON ECO -GUARD LATEX SPRAY PAINT OSHA GREEN 12 7 Aerosol Level 1 12 fl -oz Aerosol 799005 KRYLON ECO -GUARD LATEX SPRAY PAINT OSHA RED 12 OZ 1 Aerosol Level 1 12 fl -oz Aerosol JWP4502788 LEMON SHINE UP 17.7 OZ 12EA /CS 41 Aerosol Level 1 17.7 fl -oz Aerosol 880196 LYSOL DISINFECTANT CLEANER, FRESH SCENT, 19 OZ 23 Aerosol Level 1 19 fl -oz Aerosol 880195 LYSOL DISINFECTANT CLEANER, ORIGINAL SCENT 14 Aerosol Level 1 19 fl -oz Aerosol 880846 LYSOL DISINFECTANT COUNTRY SCENT 19 OZ 10 Aerosol Level 1 40 fl -oz Aerosol 880826 LYSOL DISINFECTANT FOAM CLEANER 24 OZ 20 Aerosol Level 1 24 fl -oz Aerosol 880412 MR MUSCLE OVEN/GRILL CLEANER 19OZ AEROSOL 53 Aerosol Level 1 19 fl -oz Aerosol JWP04390 MULTITM /MC FOAM SPRAY CLEANER 15OZ 36 Aerosol Level 1 15 fl -oz Aerosol 441092 NEW SPRAYON 12 OZ HD DEGREASER 1 Aerosol Level 1 20 fl -oz Aerosol 880087 NON- FLAMMABLE PUNCTURE SEAL - 14 OZ 5 Aerosol Level 1 14 fl -oz Aerosol 880835 OLD ENGLISH FURNITURE POLISH 12.5 OZ 12 Aerosol Level 1 12.5 fl -oz Aerosol 880113 ORANGE BATHROOM CLEANER 22 OZ 10 Aerosol Level 1 22 fl -oz Aerosol 800248 ORANGE PEEL SPRAY 20 OZ 14 Aerosol Level 1 20 fl -oz Aerosol 880402 PLEDGE 18OZ AEROSOL 11 Aerosol Level 1 18 fl -oz Aerosol JDB94399 PLEDGER® POLISH FURNITURE NATURAL BEAUTY a €" LEM 41 Aerosol Level 1 12.5 fl -oz Aerosol JWP4966769 POWER -FOAM BRAVO SPOT STRIPPER AEROSOL 23OZ 12/ 27 Aerosol Level 1 23 fl -oz Aerosol JWP04640 POWER -FOAM BRAVO SPOT STRIPPER EA 39 Aerosol Level 1 32 fl -oz Aerosol WALLS AND INTERIOR PARTITIONS, WOOD - FRAMEDI GA FILE NO WP 3445 L PROPRIETARY' GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION, FIBER - CEMENT BOARD, CERAMIC TILE ne layer 5 /a" proprietary type X gypsum wallboard applied parallel on ONE SIDE of 2 x 4 wood studs 16" o.c. with 17/8" smooth shank nails, 0.093" shank, 0.284" heads, 7" o.c. 31/2" mineral fiber insulation 3.0 pcf, friction fit in stud space. IPPOSITE SIDE: One layer 7/16" proprietary fiber - cement board applied parallel to studs with 11/2" galvanized roofing nails 6" o.c. Ceramic tile, 5/16" thick, joints grouted, installed with latex- modified portland cement mortar. rating based on the lesser of loading to 800 lbs per stud or 31% of full design load. (LIMITED LOAD - BEARING) PROPRIETARY GYPSUM BOARD 5 /8" ProRocTM Type X Gypsum Panels SPB America Inc. GA FILE NO. WP 3510 I GENERIC GYPSUM WALLBOARD, WOOD STUDS )ne layer 5 /e" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 24" o.c. with 6d rateRVIEGD FOR shank, 1/4" heads, 7" o.c. REVIEWED loints staggered 24" on opposite sides. (LOAD - BEARING) CODE COMPLIANCE APPROVED OCT 0 3 2012 1 HOUR FIRE X Thickness: 5" Approx. Weight: 10 psf Fire Test: OPL 11710 - 92851, 9 -9 -92 City of Tukwila BUILDING DIVISION 1 HOUR FIRE v■kf 35 to 39 STC SOUND Thickness: 4pprox. Weight: =ire Test: pound Test: 47/e" 7 psf UL R3501 -47, -48, 9- 17 -65, Design U309; UL R1319 -129, 7- 22 -70, UL Design U314 NGC 2404, 10 -14 -70 GA FILE NO. WP 3514 GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 5 /e" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. with 11/4" Type W drywall screws 12" o.c. Joints staggered 16" on opposite sides. (LOAD - BEARING) RECEIVED CITY OF TUKWILA SEP 2 5 2012 PERMIT CENTER GA FILE NO. WP 3520 I l GENERIC I 1 HOUR FIRE 35 to 39 STC SOUND Thickness: 43/4" Approx. Weight: 7 psf Fire Test: SWRI 01- 4511 -619, 8 -19 -92 Sound Test: See WP 3520 (G &H NG- 246FT, 7 -2 -65) GYPSUM WALLBOARD, WOOD STUDS One layer 5 /e" type X plain or predecorated gypsum wallboard applied parallel to each side of 2 x 4 wood studs 24" o.c. with 6d coated nails, 17/8" long, 0.0915" shank, 1/4" heads, 7" o.c. at joints and top and bottom plates and 3 /e" beads of adhesive at intermediate studs. Joints staggered 24" on opposite sides. (LOAD- BEARING) CORRECTION LT R #_ .�,. . GA- 600 -2003 12-80 1 HOUR FIRE Thickness: Approx. Weight: Fire Test: Sound Test: 35 to 39 STC Il SOUND L 47/e" 7 psf FM WP 90, 8 -21 -67 G &H NG- 246FT, 7 -2 -65 Contact the manufacturer for more detailed information on proprietary products. 57 ENGINEERED The Genuine. The Original. PRODUCTS /,ERHEADrOR A PAPS COMPANY Engineered Products a Pape Company 9883 40th Ave South Tel: (206) 394 -3308 Seattle, WA 98118 Fax: (206) 575 -6688 Overhead Door of Seattle 9883 40th Ave South Tel: (206) 394 -3325 Seattle, WA 98118 Fax: (206) 575 -6688 Contractor License: ENGINPC931 CO Employment Security: 4 357076 -006 California Certificate of Registration: #SCOH 100883105 California Contractors License: # 910313 Federal ID: # 22- 3949676 L&1: # 586,069 -04 U131: # 602 -684 -203 Oregon Contractors License: # 174426 Quotation: To: INTERLINE BRANDS ATTN: ANDY RE: FIRE DOOR, SEATTLE Date: 19 SEPTEMBER 2012 Page: lof 1 We propose to furnish the equipment and or services described below based on acceptance of our General Terms and Conditions contained within this quote. COILING FIRE DOOR We are quoting one OVERHEAD DOOR Series 630, fire rated steel coiling door, 12'x15' in standard grey or tan finish with fusible links and manual chain hoist operation. FOB JOBSITE, SUPPLY ONLY OPTIONAL Fire sentinel for activation by fire alarm system Electrical is required and is by others OPTIONAL INSTALLATION $4,715.00 Add $448.00 ADD $1,300.00 I trust that all meets with your satisfaction. Please call if you have questions. Sincerely, Mark Smith Storage and Material Handling Specialists QUOTATION: (PAGE 2 OF 3) RE: INTERLINE BRANDS GENERAL TERMS AND CONDITIONS: 1. Above pricing is valid for 30 days. 2. Necessary steel to mount door tracks and springs by others unless specifically stated in proposal as being included. 3. Roof truss to floor dimensions verified by architect during submittals. Engineered Products does not assume responsibility for errors in submittal review. 4. Our bid excludes all applicable taxes. 5. All labor quoted and provided to be non -union unless otherwise noted. 6. This proposal assumes all work to be performed during normal workweek hours of M -F 7:OOam- 5:O0pm unless specifically stated otherwise in proposal. 7. Pricing based on a free and clear work area in ambient temperatures. Any delays due to other trades, obstructions, or unfavorable jobsite conditions will be subject to additional labor charges. 8. All prices are in U.S. Dollars unless specifically stated otherwise in proposal. 9. All unit pricing as provided are based on a project of the scope detailed within the bid documentation. As such, should the project scope change, unit prices may not apply. 10. Our bid is subject to credit approval. Engineered Products reserves the right to refuse credit. 11. Payment terms are Net 30 after invoice unless agreed otherwise. 12. Retention: Supply only contracts / Purchase orders will not have retention held unless agreed upon. All other contracts with retention of less than $500.00 will be paid within 60 days of completion of Engineered Products' scope of work or owner acceptance of Engineered Products' scope of work. 13. Unless otherwise noted the following shall be by others: Preparation of sites, removal of all obstructions to accept equipment, and cutting, patching and painting, electrical work including wiring to controls. 14. Seismic engineering and calculations, permits, licenses, interpretation of building and fire codes are the responsibility of the purchaser unless expressly included. 15. Our bid is conditioned on the understanding that the work set forth is based on the specification only. As such, should a conflict exist between the specification and the drawings the specifications shall take precedent. 16. Delays caused by act of God, labor disputes, delays of carriers, or by other conditions beyond sellers reasonable control. 17. Orders may not be cancelled unless approved in writing by Seller, and in the event of such agreement, the cancellation is subject to proper and reasonable cancellation charges based on type of material and status of order at the factory. 18. Title of all products furnished will remain with the seller until paid in full by purchaser. 19. Condition Precedent: General Contractor agrees to supply Engineered Products with its complete financial review of the owner's financial condition and assessment of credit worthiness as necessary to support a "Condition Precedent" obligation. Contractor agrees to waive any "Condition Precedent" obligation in absence of providing such documentation. In the event that Engineered Products agrees to a "Condition Precedent" obligation the specific language of a "Condition precedent" provision will be mutually negotiated and limited solely to Engineered Products' assumption of credit risk and will specifically exclude any assumption of risk associated with a dispute between the Owner and General Contractor that is outside of E Engineered Products' scope of work. 20. Liquidated Damages: Any contract provision that obligates Engineered Products for special, indirect, incidental, or consequential damages of any character, including but not limited to, loss of use of productive facilities or equipment, lost profits, property damage or lost production, whether suffered by purchaser or third party, irrespective of whether claims or actions for such damages are based upon contract, warranty, tort, (including negligence), strict liability or otherwise will be limited to the total bid amount up to a maximum of $5,000.00. 21. Insurance: Engineered Products' bid is based on the insurance limits as detailed below: Commercial General Liability: Bodily Injury/Property Damage /Personal Injury $5,000,000.00 each occurrence, total aggregate $5,000,000.00. Product and Completed Operations: Aggregate Limit $2,000,000.00 Certificates of insurance with a blanket additional insured endorsement will be provided at no additional cost. Additional liability limits and other additional endorsements are excluded from our bid. When certificate holders request primary, non - contributing additional insured endorsements, waiver of subrogation endorsements and or other non - standard special endorsements, the cost to the certificate holder will be $300 per each endorsement. 22. Engineered Products reserves the right to utilize third party subcontract installation contractors. Insurance for these subcontractors will be limited to $1,000,000.00 of liability coverage per occurrence with $1,000,000.00 of General Aggregate Liability Coverage. Storage and Material Handling Specialists QUOTATION: (page 3 of 3) RE: INTERLINE BRANDS 23. Contracts that require specific insurance certificate language must be reviewed and accepted by our Commercial General Liability Insurance provider. Engineered Products makes no representation that our insurance provider will accept language required by the general contractor. Specific certificate language will be mutually negotiated prior to our acceptance of the contract. 24. The above price excludes any applicable bonding requirement unless otherwise agreed. Bonds required by the customer will be additive to the contract. 25. These terms and conditions are conclusive and binding on the parties hereto, and no representations, warranties, promises or agreements oral or written express or implied have been made except as expressly provided and unless the same shall be agreed upon in writing by a legal officer of the company. The purchaser agrees that should a contract be issued to the seller that this quotation or its terms and conditions as detailed within shall be binding on the contract and that in the event of a conflict the terms of this tender shall take precedent. 26. This bid is conditioned on our understanding that the project does not incorporate the development of condominiums, single family homes, apartments or senior residences. Should this project include this type of residential development our bid is rescinded. Storage and Material Handling Specialists The Genuine. The Original. E'AD D`�� SECTION 08331 OVERHEAD COILING FIRE DOORS FIREKING FIRE DOOR SERIES, MODEL 630 PART 1 GENERAL 1.1 SECTION INCLUDES A. Overhead Coiling Fire Service Doors. 1.2 RELATED SECTIONS A. Section 05500 - Metal Fabrications: Support framing and framed opening. B. Section 06200 - Finish Carpentry: Wood jamb and head trim. C. Section 08710 - Door Hardware: Product Requirements for cylinder core and keys. D. Section 09900 - Painting: Field applied finish. E. Section 16130 - Raceway and Boxes: Conduit from electric circuit to door operator and from door operator to control station. F. Section 16150 - Wiring Connections: Power to disconnect. 1.3 REFERENCES A. ASTM A 653 - Standard Specification for Steel Sheet, Zinc - Coated (Galvanized) or Zinc -Iron Alloy- Coated (Galvannealed) by the Hot -Dip Process. B. ASTM A 666 - Standard Specification for Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar. C. ASTM A 924 - Standard Specification for General Requirements for Steel Sheet, Metallic - Coated by the Hot -Dip Process. D. ASTM B 221 - Standard Specification for Aluminum and Aluminum -Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes. E. ASTM B 221 - Standard Specification for Aluminum and Aluminum -Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric). F. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum). G. NEMA MG 1 - Motors and Generators. H. NFPA -80 — Standard for Fire Doors and Fire Windows. 1.4 DESIGN / PERFORMANCE REQUIREMENTS A. Fire Rated Assemblies: Provide assemblies complying with NFPA 80 and listed in UL Directory or lntertek Testing Services (Warnock Hersey Listed) Directory. Oversize Door Certification: Provide UL oversize label for oversize door assemblies exceeding 152 square feet (14.12 square m) or 13 feet 6 inches (4.11 m) in any dimension. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Details of construction and fabrication. 4. Installation methods. C. Shop Drawings: Include detailed plans and elevations, details of framing members, anchoring methods, clearances, hardware, and accessories. Include relationship with adjacent construction. D. Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns. E. Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns. F. Manufacturer's Certificates: Certify products meet or exceed specified requirements. G. Operation and Maintenance Data: Submit lubrication requirements and frequency, and periodic adjustments required. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in performing Work of this section with a minimum of five years experience in the fabrication and installation of security closures. B. Installer Qualifications: Installer Qualifications: Company specializing in performing Work of this section with minimum three years and approved by manufacturer. C. Mock -Up: Provide a mock -up for evaluation of surface preparation techniques and application workmanship. 1. Finish areas designated by Architect. 2. Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect. 3. Refinish mock -up area as required to produce acceptable work. 1.7 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Protect materials from exposure to moisture. Do not deliver until after wet work is complete and dry. C. Store materials in a dry, warm, ventilated weathertight location. 08331 -Model 630 - 2 1.8 PROJECT CONDITIONS A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. 1.9 COORDINATION A. Coordinate Work with other operations and installation of adjacent materials to avoid damage to installed materials. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: Overhead Door Corp., 2501 S. State Hwy. 121, Suite 200, Lewisville, TX 75067. ASD. Tel. Toll Free: (800) 275 -3290. Phone: (469) 549 -7100. Fax: (972) 906 -1499. Web Site: www.overheaddoor.com. E -mail: salesAoverheaddoor.com. B. Substitutions: Not permitted. C. Requests for substitutions will be considered in accordance with provisions of Section 01600. 2.2 OVERHEAD COILING FIRE SERVICE DOORS A. Overhead Coiling Fire service Doors: Overhead Door Corporation FireKing Fire Door Series, Model 630 Fire Doors. 1. Label: Provide fire doors certified with the following listing. a. Rolling fire doors up to 152 sf (14.12 sm) and 13 feet 6 inches (4.12 m) in width or height shall be labeled: 1) UL 3 -Hour Class A Label for non - masonry fire walls. 2) FM 3 -Hour Class A Label for non - masonry fire walls. 3) ULC 3 -Hour Label for non - masonry fire walls. 4) UL 1 -1/2 Hour Class B Label for non - masonry fire walls. 5) FM 1-1/2 Hour Class B Label for non - masonry fire walls. b. Rolling fire doors over 152 sf (14.12 sm) shall receive the UL Oversize Fire Door Label. c. Rolling fire doors over 152 sf (14.12 sm) and not exceeding 18 feet (5.49 sm) in height or width shall receive the Factory Mutual Label for Oversize Fire Doors. Doors over 18 ft (5.49 m) must be reviewed by FM. 2. Curtain: Interlocking roll- formed slats as specified following. Endlocks shall be attached to each end of alternate slats to prevent lateral movement. a. Curved profile type C -187 for doors thru 14 feet (4.27 m) wide by 12 feet (3.65 m) high, fabricated of: 22 gauge galvanized steel. 2) 20 gauge galvanized steel. 3) 22 gauge stainless steel. b. Curved profile type C -187 for doors over 14 feet (4:2.7j) thru 20 feet (6.10 m) wide fabricated of: 1) 20 gauge - galvanized steel. 2) 18 gauge galvanized steel. 3) 20 gauge stainless steel: 08331 -Model 630 - 3 c. Curved profile type C -275 for doors thru 14 feet (4.27 m) wide by 12 feet (3.65 m) high, fabricated of: 1) 22 gauge galvanized steel. 2) 20 gauge galvanized steel. 3) 22 gauge stainless steel. �- d. Curved profile type C -275 for doors over 14 feet (4.27.m) thru 20 feet (6.10 m) wide, fabricated of: 1) 20 gauge galvanized steel. 2) 18 gauge galvanized steel. 3) 20 gauge stainless steel. e. Curved profile type C -275 for doors over 40 feet (6.10 m) thru 24 feet (7.31 m) wide, fabricated of: 1) 18 gauge galvanized steel. / 2) 16 gauge galvanized steel.' f. Flat profile type F -265 for doors thru 14 feet (4.27 m) wide by 12 feet (3.65 m) high, fabricated of: // 1) 22 gauge galvanized steel. 2) 20 gauge galvanized steel. 3) 22 gauge stainless steel. g. Flat profile type/F-265 for doors over 14 feet (4.27 m) thru 20 feet (6.10 m) wide, fabricated�of: 1) 20 gauge galvanized steel. 2) 1, gauge galvanized steel. 3) /20 gauge stainless steel. h. Flat /profile type F -265 for doors over 20 feet (6.10 m) thru 24 feet (7.31 m) wide, fabricated of 18 gauge galvanized steel. 3. Glazing: Fire -rated .vision panels, four glazing panels -3 inch by 5/8 inch (76 by 16 mm) with FireLite glazing. 4. Finish: a. Galvanized Steel: Slats and hood shall be galvanized steel in accordance with ASTM A 653 and finished with a rust - inhibitive, roll coating process, including bonderizing, a 0.2 mils thick baked -on prime paint, and a 0.6 mils thick baked - on polyester (powder coated) top coat. Top coat color shall be: 1) Gray polyester top coat. 2) Tan polyester top coat. 3) White polyester top coat. 4) Brown polyester top coat. 5)— - Powdercoating-finisfi in color as sele'i;ted "by Architect from manufacturer's standard "-- --- b. Non - galvanized exposed ferrous surfaces shall receive one coat of rust - inhibitive primer. c. Stainless Steel: Slats shall be stainless steel finished as follows. 1) Finish: h: 2B mill 2) Finish: No. 4 satin finish. 5. Bottom Bar. Two structural steel angles 1 -1/2 inch by 1 -1/2 inch by 1/8 inch (38 mm by 38 mm by 3 mm) minimum. 6. Bottom Bar Two galvanized structural steel angles 1 -1/2 inch by 1 -1/2 inch by 1/8 inch (38 mm by 38 mm by 3 mm) minimum. 7. Bottom Bar: Two stainless steel angles 1 -1/2 inch by 1 -1/2 inch by 1/8 inch (38 mm by 38 mm by 3 mm) minimum. 8. Bottom Bar: Single structural steel angle 1 -1/2 inch by 1 -1/2 inch by 1/8 inch (38 mm by 38 mm by 3 mm) minimum for conveyor applications. 9. Bottom Bar: Single galvanized structural steel angle 1 -1/2 inch by 1 -1/2 inch by 1/8 inch (38 mm by 38 mm by 3 mm) minimum for conveyor applications. 08331 -Model 630 - 4 10. Guides: Roll- formed steel shapes attached to continuous steel wall angle for doors through 12 feet (3.65 m) wide or high. Three structural steel angles with minimum thickness of 3/16 inch (5 mm) for doors over 12 feet (3.65 m) wide or high. Guides for between jamb doors shall be structural angles. a. Fastening Guides to Masonry Fire Walls: UL listed expansion anchors, or by through -bolts on soft brick or hollow block walls, or by bolts on steel jambs, or welded in accordance with manufacturer's listing. b. Fastening Guides to Non - Masonry Fire Walls: Comply with the manufacturer's listing. 11. Brackets: a. Hot rolled prime painted steel to support counterbalance, curtain and hood. b. Galvanized steel to support counterbalance, curtain and hood. 12. Counterbalance: Helical torsion spring type housed in a steel tube or pipe barrel, supporting the curtain with deflection limited to 0.03 inch per foot of span. Counterbalance shall be adjustable by means of an adjusting tension wheel. 13. Hood: a. Fabricate of 24 gauge galvanized primed steel minimum for wall openings thru 19 feet (5.79 m) wide. b. Fabricate of 22 gauge galvanized primed steel for wall openings over 19 feet (5.79 m) wide. c. Hood equipped with thermally controlled, internal, galvanized steel flame baffle as required for FM listing. d. Provide one intermediate support bracket for wall openings over 13 feet 6 inch (4.15 m) wide e. Provide two support brackets for wall openings over 19 feet (5.79 m) wide. 14. Manual Operation: a. Manual push. Gb. Chain hoist. c. Crank operation. 15. Electric Motor Operation: Provide UL listed electric operator, size as recommended by nu facturer to move door in either direction. a. Sensing Edge Protection: 1) Pneumatic sensing edge. 2)\ Electric sensing edge. b. Oper tor Controls: 1) ush -button operated control stations with open, close, and stop buttons. 2) Ke �peration with open, close, and stop controls. 3) Push -button and key operated control stations with open, close, and stop buttons\ 4) Controls for-interior location. 5) Controls for exterior location. 6) Controls for both interior and exterior location. 7) Controls surface mounted. 8) Controls flush mounted. c. Special Operation: 1) Vehicle detector operation. 2) Radio control operation. 3) Card reader control. 4) Photocell operation. 5) Door timer operation. 6) Commercial light package. 7) Explosion and dust ignition proof control wiring. 16. Automatic Closure Standard Fire Door: UL approved release mechanism equipped with a 165 degree fusible link. 08331 -Model 630 - 5 a. Doors will be equipped with FireKing release mechanism, requiring only one sash chain to be routed to the operated side (sash chain not required to be routed to adjusting wheel side.) 1) The release mechanism shall include the FireKing planetary gear differential system. 2) The door will close by a thermally actuated link rated @165 °F, or by an optional listed releasing device, or by manually activating the release handle. 3) All counterbalance spring tension shall be maintained when the release mechanism is activated. 4) After closing by manual activation of the release handle, the door shall be able to be reset by one person from one side of the door (re- engaging the release handle). No tools shall be required to reset the FireKing release mechanism. 5) Motor operator limits shall remain synchronized during normal operation and during drop testing. 6"- b..) Fire Sentinel time -delay release mechanism provides an added measure of safety to control the doors' closure. 1) Model FSXP: (a) Voltage input 24 VDC only, (b) Voltage output 24 VDC, (c) Must be powered by a building alarm system with a backup power source. (d) Release time delay: Factory set at 10 seconds. Can be field adjusted by dipswitch settings to 20, 30 and 60 seconds, (e) Can use normally open proximity switch to detect door is closed will not release on alarm, will release during power outage. (f) Unit can support 2 or 4 wire smoke detector system (maximum of 4 Class B Style A detectors. Release devices are normally open contacts. Provided with 4 wire detectors when detectors are specified with an end of line relay. (g) Load Rating: Support and Release 40 lbs. maximum. (h) Box dimension: 9.7 inches high by 7.5 inches wide by 5 inches deep. 2) NModel FSXPBB ()•-., Voltage is universal: 24 VDC, 24 VAC and 120 VAC (b) Voltage output 24 VDC (c) Release time delay: Factory set at 10 seconds can be field adjusted by dipswitch settings to 20, 30 and 60 seconds. (d) Can use normally open proximity switch to detect door is closed or normally open down operator down limit switch. (e) Can supporq or 4 wire smoke detector system (maximum of 4 Class B Style `k detectors. Release devices are normally open contacts. Provided with 4 wire detectors when detectors are specified with an end of line relay. (f) Unit has one 12 VDOattery but as noted above 24 VDC output. (g) Power Loss Time dela .``72 hours. (h) Unit can power an optionkeDA horn / strobe 24 VDC. (i) Load Rating: Support and Release 40 lbs. maximum. (j) When used with and electric operator, the operator must be modified to accept wiring from Fir 'Sentinel. (k) Box dimension: 9.7 inches high by 7.5.inches wide by 5 inches deep. 3) Model FSXPBBVB (a) Voltage is universal: 24 VDC, 24 VAC and 120 AC 08331 -Model 630 - 6 (e) Unit has two 12 V,DC batteries wired in seri s for 24 VDC output. (f) Requires the -use of an electric safety edge on the bottom bar. (g) Unit is wired into electric operator/to-drive door close on alarm. If th9electric edge is activated by -an obstruction in the opening unit -will open the door and reinitiate closing for three cycles. If obstruction is not removed by the fourth cycle unit will stop'door on the obstruction and - remain at that point until obstructidi is removed then,wilfactivate operator to close door -'Or by adjusting the dipswitches the unit can be set to release'the door from the operatorfor a governor controlled door closing. (h) Unit-is with a combination ADA horn / strobe combination and a test keyswitch. Keyswitch-al of ws the unit to be tested without the activation of the alaarm system or smoke detector. Ai) Central Fire Alarm: Ele ric Release Mechanism operated from fire alarm system. � (j) Electric operator is-fnodified to accept Fire Sentinel. (k) Load Rating: Support and Release 40 lbs. maximum. (I) Power Loss Time delay: 48 hours. (m) Box dimension: 10 inches high by 10 inches wide -by inches deep! (n) Provided with a factory installed Voice Board. (o) /Power Loss Time delay: 36 hours with addition of a Voice Board. 17. Governor: If required by the size of the door, a viscous governor will be furnished to regulate the rate of descent of the door in a quiet manner. It will be the engagement type which is not engaged during normal door operation, but which after cable release, will retard the speed during automatic door closure to under 24 inches per second and not less than 6 inches per second. 18. Locking: a. Interior bottom bar slide bolt for manually operated doors. b. Cylinder lock for manually operated doors. c. Interior slide bolt lock for electric operation with interlock switch. d. Cylinder lock for electric operation with interlock switch. 19. Wall Mounting Condition: a. Face -of -wall mounting. b. Between jambs mounting. PART 3 EXECUTION 3.1 EXAMINATION A. Verify opening sizes, tolerances and conditions are acceptable. B. Examine conditions of substrates, supports, and other conditions under which this work is to be performed. C. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 08331 -Model 630 - 8 3.3 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install rolling counter fire doors in compliance with requirements of NFPA 80. Test fire - release system and reset components after testing. C. Use anchorage devices to securely fasten assembly to wall construction and building framing without distortion or stress. D. Securely and rigidly brace components suspended from structure. Secure guides to structural members only. E. Fit and align assembly including hardware; level and plumb, to provide smooth operation. F. Coordinate installation of electrical service with Section 16150. Complete wiring from disconnect to unit components. G. Coordinate installation of sealants and backing materials at frame perimeter as specified in Section 07900. H. Install perimeter trim and closures. 3.4 ADJUSTING A. Test for proper operation and adjust as necessary to provide proper operation without binding or distortion. B. Adjust hardware and operating assemblies for smooth and noiseless operation. 3.5 CLEANING A. Clean curtain and components using non - abrasive materials and methods recommended by manufacturer. B. Remove labels and visible markings. C. Touch -up, repair or replace damaged products before Substantial Completion. 3.6 PROTECTION A. Protect installed products until completion of project. END OF SECTION 08331 -Model 630 - 9 INTERNL! Dave Hilton Director of Prolects s Tel: 248 - 991 -1228 Email: dhilton@interlinebrands.com September 20, 2012 Al Metzler City of Tukwila Senior Plans Examiner Re: Development Permit Application Number D12 -280 23975 Research Drive Farmington Hills, Michigan 48188 www. interlinebrands,com Dear Mr. Metzler: Per your request this correspondence verifies that I prepared the code report, (also attached) for our project at 1149 Andover Park West in Tukwila. 1 have revised the report to reflect our maximum storage height of 20 feet. Please feel free to reach out to me if you need additional information. Thank you. Dav llton CODE REQUIREMENTS Rev: 1 INTERLINE BRANDS TENANT SPACE September 20, 2012 1149 Andover Park West, Tukwila, WA This document is a Code Report addressing select fire code issues at the above project. The select fire code issues are addressed below; and, they include review of hazardous materials—this Code Report shall not be considered a full code review. The existing building is approximately 94,218 ft2 in area. Interline Brands currently occupies 38,218 SF in the building and is considering expanding into 25,000 SF of adjacent space which would make the total Interline Brands space 63,218. Further, the Interline Brands Tenant Space is one story in height with an approximate maximum clear height of 24 ft in the warehouse. It is assumed that the entire building is comprised of noncombustible construction Therefore; the construction type is Type III -B. The entire building is currently fully protected with automatic fire sprinklers. Interline Brands' operations include the storage and distribution of plumbing specialties, maintenance supplies, janitorial supplies and contracting products. The proposed operations include high -piled combustible storage on racks in the Warehouse area, with a maximum storage height of 20 ft. Our proposal would be to maintain the demising wall between the current operation and the expansion space, effectively creating two control areas. We would install a single, fire rated fusible link door in the demising wall to accommodate necessary forklift traffic. The operations include storage of hazardous materials in containers, including primarily flammable liquids, combustible liquids, corrosives, toxics, and oxidizers. The hazardous materials will be distributed throughout the facility in two Control Areas. It may be important to note that the hazmat item list totals 978 items while the total items in the building will be just over 20,000 items. Typical business operations are also included in the Office area. Aerosols will be stored in a fully enclosed aerosol cage. There are no dispensing or manufacturing operations in the facility; rather, the sole purpose is for storage and distribution of "consumer products style" products in consumer product style packaging -- although everything is sold on a wholesale basis. SUMMARY OF FIRE PROTECTION FEATURES The following table summarizes the fire protection features that are proposed in the Interline Brands Tenant Space. Please note that the table identifies three specific areas of the building: Warehouse [Control Area #1], Control Area #2], and Offices. AREA FIRE PROTECTION FEATURES PROVIDED Offices o Type II -B construction (noncombustible) o Full sprinkler protection • Control mode sprinklers, compliant with NFPA 13 Installation of Sprinkler Systems o Means of egress compliant with IBC CA (Warehouse areas 1 & 2) o Type II -B construction (noncombustible) o Classified as a "control areas" and Group S -1 (Moderate- Hazard Storage) occupancy • Maximum storage height of hazardous materials: 20 ft • Maximum density of hazardous material solids: 200 lbs /ft2 of storage area • Maximum density of hazardous material liquids: 20 gal /ft2 of storage • Maximum container size for solids: 100 lbs o Full sprinkler protection • Control mode sprinklers throughout, compliant with NFPA 13 Installation of Sprinkler Systems o Fire Department access • Access doors located around the entire perimeter of the space • Minimum width of doors: 3 ft • Minimum height of doors: 6 ft 8 in. o Storage practices compliant with IBC and IFC requirements • Open racks • All shelves are wire mesh • Maximum storage height (20 ft); minimum aisle widths (60 in.); minimum transverse flue spaces (3 in.); minimum longitudinal flue spaces (6 in.) • Transverse flue spaces must be vertically aligned; longitudinal flue spaces not required for single -row racks REVIEW OF HAZARDOUS MATERIALS Spreadsheets of the classifications for all products included in the Interline Brands Tenant Space are provided as, (Seattle H -List November 10th) attached to this Code Report. The spreadsheet summarizes the hazardous materials included in each area of the Interline Brands Tenant Space. Hazardous materials that are stored in the Interline Brands Tenant Space include the following classifications. ❑ Flammable liquids ❑ Combustible liquids ❑ Flammable gases ❑ Flammable solids ❑ Corrosive materials ❑ Toxic materials ❑ Oxidizing materials ❑ Aerosols The breakdowns of hazardous materials stored in the two warehouse control areas are summarized below. Classification Amount Stored Warehouse CA # 1 Amount Stored Warehouse CA # 2 Maximum Allowed Quantity/per control area Above or Below Maximum Allowed Quantity? Flammable liquids Class IA 3 gal 0 gal 30 gal Below Class IB 120 gal 116 gal 120 gal Below Class IC 50 gal 50 gal 120 gal Below Combination IA, IB, & IC 173 gal 166 gal 120 gal 1 Above Combustible Liquids Class II 100 gal 89 gal 120 gal Below Class IIIA 200 gal 143 gal 330 gal Below Class IIIB 500 gal 391 gal 13,200 gal Below Flammable Gas Liquefied 15 gal 9 gal 30 gal Below Flammable Solid 100 Lbs 57 Lbs 125 lb Below Oxidizers Class 1, Liquid 60 gal 68 gal 250 gal Below Class 2, Liquid 2 gal 2 gal 4,000 gal Below Class 1, Solid 440 Lbs 440 Lbs 18,000 Lbs Below Class 2, Solid 242 Lbs 242 Lbs 2,250 Lbs Below Gas 3.3 Cu Ft 0 Cu Ft <3000 Cu Ft Below Toxic Liquid 200 gal 273 gal 8,000 gal Below Solid 1,000 Lbs 908 Lbs 1,000 lbs Below Corrosives Liquid 500 gal 528 gal 1,000 gal Below Solid 100 Lbs 110 Lbs 10,000 Lbs Below Total Amount of Liquids 1,735 Gal 1,660 gal Total Amount of Solids 1,882 Lbs 1,757 Lbs Total Amount of Gases 15 Gal 9 Gal 1) The Flammable liquids above,(99 gallons)and /or any amount above the 240 gallon threshold will be stored inside flammable cabinets located inside of control area # 2. Aerosols The Warehouse control area # 2, (the expansion space), will also house a limited amount of aerosols. ITEM Location of aerosols REQUIRMENT All aerosols must be stored within a chain -link enclosure Chain -link enclosure o Must be provided with a chain -link "ceiling" • Maximum height: 12 ft o Maximum area of chain -link enclosure: 500 ft2 o Storage is not permitted above the chain -link enclosure o Construction of the chain -link enclosure must also meet the following requirements of Section 2804.3.2.1 of the IFC • Minimum gage steel: No. 9 • Access openings to the chain -link enclosure shall be provided with self - closing devices or a labyrinth opening Storage arrangement of aerosols The storage of aerosols within the chain -link enclosure shall meet the following requirements • Maximum height: 12 ft • Storage must be on open racks • Aerosols must be cartoned • Minimum aisle width: 60 in. Aerosol Level 1 1,231 Lbs Aerosol Level 2 584 Lbs Aerosol Level 3 1,814 Lbs FILE rgnmY !p, PA P S T structural Concepts REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION ngineering 1200 N. Jefferson St, Suite F Anaheim, CA 92807 Tel: 714.032.7330 Fax: 714.032.7703 e -mail: mail @sceinc.net Project Nome : Interline Project Number : M- 041812 -2 Date : 08/16/12 Street Address : 1149 Anover Park West City /State : Tukwilla, WA 98188 Scope of Work : Selective Rack Shelving RECEIVED AUG 212012 PERMIT CENTER AUG 1 6 2312 b1X-2.$0 Str tural 'oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Design Data 1) The analyses conforms to the requirements of the 2009 IBC and the 2008 RMI /ANSI MH 16.1 Rack Design Manual Steel Storage Racks (RMI) and the ASCE 7 -05, section 15.5.3 2) Transverse braced frame steel conforms to ASTM A570, Gr.55, with minimum strength, Fy =55 ksi Longitudinal frame beam and connector steel conforms to ASTM A570, Gr.55, with minimum yield, Fy =55 ksi All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi 3) Anchor bolts shall be provided by installer per ICC reference on plans and calculations herein. 4) All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 5) The slab on grade is 6.5" thick with minimum 3000 psi compressive strength. Soil bearing capacity is 2000 psf. Definition of Components Frame Height Product Beam Beam Spacing f— Beam —0 Length Front View: Down Aisle (Longitudinal) Frame Column Beam to Column Connector Base Plate and Anchors Panel Height Frame Depth Section A: Cross Aisle (Transverse) Frame Horizontal Brace Diagonal Brace INTERLINE SEATTLE M-0418 12 -2 TYPE L 3`. Page of 4/19/2012 Str tural oncepts En • ineerin 1200 N. Jefferson Ste. Ste E Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Configuration & Summary: TYPE L 216" 28" 26" 26" 26" 26" =1� 26" 26" 26" 96" 216" 18" 18" 42" 42" 42" 42" 42" 4 * *RACK COLUMN REACTIONS ASD LOADS AXIAL DL= 450 lb AXIAL LL= 12,150 lb SEISMIC AXIAL Ps = +/- 7,744 lb BASE MOMENT = 5,000 in -lb Bas Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Frame Type Ss =1.4, Fa =1 9 42 in 216.0 in 6 96 in Single Row Component Description STRESS Column Fy =55 ksi Hannibal IF3013- 3x3x13ga P =11200 Ib, M =6015 in -lb 0.63 -0K Column & Backer None None None N/A Beam Fy =55 ksi HMH 30140/3" Face x 0.075" thk Lu =96 in Capacity: 3428 lb/pr 0.79 -OK Beam Connector Fy =55 ksi Lvl 7: 3 pin OK I Mconn =6508 in -lb Mcap =15230 in -lb 0.43 -OK Brace-Horizontal Fy =55 ksi Hannibal 1 -1 /2x1- 1 /2x16ga 0.52 -OK Brace - Diagonal Fy =55 ksi Hannibal 1 -1 /2x1- 1 /2x16ga 0.62 -OK Base Plate Fy =36 ksi 8x8x3/8 I Fixity= 698 in -lb 0.84 -OK Anchor 4 per Base _ 0.5" x 3.25" Embed HILTI KWIKBOLT TZ ESR 1917 Inspection Reqd (Net Seismic Uplift =4656 lb) 0.508 - OK Slab & Soil 6.5" thk x 3000 psi slab on grade. 2000 psf Soil Bearing Pressure 1 -OK Level Load Per Level Beam Spcg Brace Story Force Transv Story Force _ Longit. Column Axial Column Moment Conn. Moment Beam Connector 1 2,700 lb 6.0 in 42.0 in 16 lb 6 lb 12,600 lb 699 "# 4.588 "# 3 oin OK 2 3 4 5 6 7 8 9 2,700 lb 2,700 lb 2,700 lb 2,700 lb 2,700 lb 2,700 lb 2,700 lb 2,700 lb 26.0 in 26.0 in 26.0 in 26.0 in 26.0 in 26.0 in 26.0 in 28.0 in 42.0 in 42.0 in 42.0 in 18.0 in 18.0 in 87 lb 157 lb 227 lb 298 lb 368 lb 439 lb 509 lb 585 lb 30 lb 54 lb 79 lb 103 lb 128 lb 152 lb 176 lb 203 lb 11,200 lb 9,800 lb 8,400 lb 7,000 lb 5,600 lb 4,200 lb 2,800 lb 1,400 lb 6,015 "# 6,508 "# 5,820 "# 6,302 "# 5,467 "# 5,978 "# 4,954 "# 5,534 "# 4,284 "# 4,972 "# 3,454 "# 4,290 "# 2,466 "# 3,528 "# 1,421 "# 2,603 "# 3 pin OK 3 pin OK 3 pin OK 3 pin OK 3 pin OK 3 pin OK 3 pin OK 3 pin OK Total: 2,685 lb 931 lb Notes I #30140 BEAM LEVELS 1 -9 INTERLINE SEATTLE M-0415 I 2 -2 TYPE L Pag2 of 5LP 4/19/201 2 Str tural kir oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE - Project #: M- 041812 -2 Seismic Forces Configuration: TYPE L Lateral analysis is performed with regard to the 2009 IBC Sec. 2208.1, 2008 RMI /ANSI MH 16.1 Sec 2.6 & ASCE 7 -05 sec 15.5.3 Transverse (Cross Aisle) Seismic Load V= Cs *Ip *Ws =Cs *Ip *(0.67 *LL *PLrf +DL) Cs1= [Sds /R] * 0.67 0..67 Mar per Mtcomwenar Sec Z1 el SKZJ (ma . s. Reductor -uDLoad ng Cs -max * Ip= 0.1563 Vmin= 0.015 Eff Base Shear =Cs= 0.1563 Ws= (0.67 *PLaFi * PL) +DL = 17,181 lb = 0.1563 Cs2= 0.044 *Sds *0.67 = 0.0275 Cs3= [0.5 *S1 /R] * 0.67 = 0.0401 Cs -max= 0.1563 Base Shear Coeff =Cs= 0.1563 ASD Format Loads Level 1 2 3 4 5 6 7 8 9 PRODUC LOAD /LVL,PL 2,700 lb 2,700 lb 2,700 lb 2,700 lb 2,700 lb 2,700 lb 2,700 lb , 2,700 lb 2,700 lb PL*0.67*PLrf 1,809 lb 1,809 lb 1,809 lb 1,809 lb 1,809 lb 1,809 lb 1,809 lb 1,809 lb 1,809 lb Vt Transverse Elevation Vtransv =Vt= 0.1563 * (900 lb + 16281 Ib) EL= 2,685 lb ASD Level Transverse seismic shear per upright DL 100 lb 100 lb 100 lb 100 lb 100 lb 100 lb 100 lb 100 lb 100 lb sum: 24,300 lb 16,281 lb Longitudinal (Downaisle) Seismic Load !Similarly for longitudinal seismic loads, using R =6.0 Cs1= Sd1 /(T *R)= 0.0542 Cs2= 0.0275 Cs3= 0.0267 Cs -max= 0.0542 Level PRODUC LOAD /LVL,PL 1 2,700 lb 2 2,700 lb 3 2,700 lb 4 2,700 lb 5 2,700 lb 6 2,700 lb 7 2,700 lb 8 2,700 lb 9 2,700 lb hi 6 in 32 in 58 in 84 in 110 in 136 in 162 in 188 in 216 in wi *hi 11,454 61,088 110,722 160,356 209,990 259,624 309,258 358,892 412,344 Ss= 1.400 S1= 0.479 Fa= 1.000 Fv= 1.521 Sds= 2 /3 *Ss *Fa= 0.933 Sd1= 2 /3 *S1 *Fv= 0.486 Ca= 0.4 *2 /3 *Ss *Fa= 0.3733 (Transverse, Braced Frame Dir.) R= 4.0 Ip= 1.0 PLRF1= Pallet Height =hp= 20.0 in DL per Beam Lvl= 100 lb Fi Fi *(hi +hp /2) 16.2 lb 86.6 lb 157.0 lb 227.4 lb 297.7 lb 368.1 lb 438.5 lb 508.9 lb 584.6 lb 900 lb W=17181 lb 1,893,728 2,685 lb WS= (0.67 * PLRF2 * PL) + DL = 17,181 lb Cs =Cs- max *Ip = 0.0542 PLRF2= 1.0 (Longitudinal, Unbraced Dir.) R= 6.0 T= 1.00 sec Vlong= 0.0542 * (900 lb + 16281 lb) EL= 931 lb ASD Level Longit seismic shear per upright PL *0.67 *PLrf 1,809 lb 1,809 lb 1,809 lb 1,809 lb 1,809 lb 1,809 lb 1,809 lb 1,809 lb 1,809 lb DL 100 lb 10C lb 100 lb 100 lb 100 lb 100 lb 100 lb 100 lb 100 lb hi 6 in 32 in 58 in 84 in 110 in 136 in 162 in 188 in 216 in wi *hi 11,454 61,088 110,722 160,356 209,990 259,624 309,258 358,892 412,344 259 -# 3,637 -# 10,6764 21,376 -# 35,724 -# 53,7434 75,4224 100,7624 132,1204 E= 433,718 Fi 5.6 lb 30.0 lb 54.4 lb 78.8 lb 103.2 lb 127.6 lb 152.0 lb 176.4 lb 202.7 lb Front View sum: 16,281 lb INTERLINE SEATTLE M -04181 2 -2 TYPE L 900 lb W =17181 lb 1,893,728 931 lb Page of 5' LC 4/19/2012 Str tural .#oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Downaisle Seismic Loads Configuration: TYPE L Determine the story moments by applying portal analysis. The base plate is assumed to provide partial fixity. Seismic Story Forces Vlong= 931 lb Vcol= Vlong /2= 466 lb F1= 61b F2= 30 lb F3= 54 lb Seismic Story Moments Typical frame made Tributary area of two columns of rack frame \- I 96 ss Front View • Conceptual System Side View Typical Frame made of two columns u Tar' View Mbase -max= 5,000 in -lb <=== Default capacity Mbase -v= (Vcol *hleff) /2 = 698 in -lb <=== Moment going to base Mbase -eff= Minimum of Mbase -max and Mbase -v = 698 in -lb M 1 -1= [Vcol * hleff]- Mbase -eff M 2 -2= [Vcol- (F1) /2] * h2 _ (466 lb * 3 in) -698 in -lb = [466 lb - 15 lb]*26 in /2 = 699 in -lb = 6,015 in -lb hl -eff= h1 - beam clip height /2 = 3 in Vcol Mseis= (Mupper +Mlower) /2 Mseis(1 -1)= (699 in -lb + 6015 in-lb)/2 = 3,357 in -lb Mseis(2 -2)= (6015 in -lb + 5820 in-lb)/2 = 5,918 in -lb Beam to Column Elevation Summary of Forces LEVEL hi Axial Load 1 6 in 12,600 lb 2 26 in 11,200 lb 3 26 in 9,800 lb 4 26 in 8,400 lb 5 26 in 7,000 lb 6 26 in 5,600 lb 7 26 in 4,200 lb 8 26 in 2,800 lb 9 28 in 1,400 lb Column Moment 699 in -lb 6,015 in -lb 5,820 in -lb 5,467 in -lb 4,954 in -lb 4,284 in -lb 3,454 in -lb 2,466 in -lb 1,421 in -lb Mseismic Mend -fixity Mconn ** Beam Connector 3,357 in -lb 2,760 in -lb 4,588 in -lb 3 pin OK 5,918 in -lb 2,760 in -lb 6,508 in -lb 3 pin OK 5,643 in -lb 2,760 in -lb 6,302 in -lb 3 pin OK 5,210 in -lb 2,760 in -lb 5,978 in -lb 3 pin OK 4,619 in -lb 2,760 in -lb 5,534 in -lb 3 pin OK 3,869 in -lb 2,760 in -lb 4,972 in -lb 3 pin OK 2,960 in -lb 2,760 in -lb 4,290 in -lb 3 pin OK 1,944 in -lb 2,760 in -lb 3,528 in -lb 3 pin OK 711 in -lb 2,760 in -lb 2,603 in -lb 3 pin OK Mconn= (Mseismic + Mend - fixity) *0.75 Mconn- allow(3 Pin)= 15,230 in -lb INTERLINE SEATTLE M-041812-2 TYPE L Page of ✓ 4/19/2012 Str tural Loncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Column (Longitudinal Loads) Configuration: TYPE L Conforms to the requirements of Chapter C5 of the AISI Cold Formed Steel Design Manual for combined bending and axial loads. Section Properties Section: Hannibal IF3013- 3x3x13ga Aeff = 0.757 in ^2 Ix = 1.320 inA4 Sx = 0.879 in ^3 rx = 1.320 in 4f= 1.67 E= 29,500 ksi Loads Considers loads at level 2 Iy = 0.871 inA4 Sy = 0.574 in ^3 ry = 1.080 in Fy= 55 ksi Cmx= 0.85 Kx = 1.7 Lx = 24.5 in Ky = 1.0 Ly = 42.0 in Cb= 1.0 3.000 in x I 1 1 10.090 in il x 0.75 in 3.000 in COLUMN DL= 400 lb COLUMN PL= 10,800 lb Mcol= 6,015 in -lb 0.11Sds= 0.102663 0.14Sds= 0.130662 Axial Analysis Critical load case RMI Sec 2.1, item 4: (1 +0.11Sds)DL + (1+0. 145D5)PL *0.75+EL *0.75 <= 1.0, ASD Method Axial Load= p= (1.102663'400 m)+(1.130662 *10300 m *0.75) = 9,599 lb Moment =Mx= Mcol *0.75 = 6015 in -lb * 0.75 = 4,511 in -lb KxLx /rx = 1.7 *24.5 "/1.3196" KyLy /ry = 1 *42 "/1.08" = 31.6 = 38.9 Fe= n ^2E /(KL /r)max ^2 = 192.5ksi Pn= Aeff *Fn = 38,661 lb P /Pa= 0.48 > 0.15 Bending Analysis Fy /2= 27.5 ksi 4c= 1.92 Fe > Fy /2 Fn= Fy(1- Fy /4Fe) = 55 ksi *[1 -55 ksi /(4 *192.5 ksi)] = 51.1 ksi Pa= Pn /4c = 38661 lb/1.92 = 20,136 lb Check: P /Pa + (Cmx *Mx) /(Max *px) < 1.0 P /Pao + Mx /Max <_ 1.0 Pno= Ae *Fy = 0.757 in ^2 *55000 psi = 41,635 lb Max= My /S2f = 48345 in- lb/1.67 = 28,949 in -lb px= {1 /[1 -(4c *P /Pcr)]}^ -1 _ {1 /[1- (1.92 *9599lb /143761 Ib)] } ^ -1 = 0.87 Combined Stresses Pao= Pno /Qc = 416351b/1.92 = 21,685 lb Myield =My= Sx *Fy = 0.879 inA3 * 55000 psi = 48,345 in -lb Pcr= n ^2EI /(KL)max ^2 = n ^2 *29500000 psi /(1 *42 in)^2 = 143,761 lb (9599 lb/20136 Ib) + (0.85 *4511 in-lb)/(28949 in -lb *0.87) = (9599 lb/21685 Ib) + (4511 in- lb/28949 in -Ib) = 0.63 < 1.0, OK 0.60 < 1.0, OK (EQ C5 -1) (EQ C5-2) INTERLINE SEATTLE M-041812-2 TYPE L Page 4/19/2012 t to ra l r Li on is ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project:INTERLINE SEATTLE 'Transverse Column Configuration: TYPE L Project #: M- 041812 -2 Section Properties Load at level= 1 Section: Hannibal IF3013- 3x3x13ga Aeff = 0.757 inA2 Ix = 1.320 in ^4 Sx = 0.879 in ^3 rx = 1.320 in 52f= 1.67 E= 29,500 ksi Cb= 1.0 Kx = 1.7 Ky = 1.0 Iy = 0.871 in ^4 Sy = 0.574 in ^3 ry = 1.080 in Fy= 55 ksi Cmx= 0.85 width= 3.000 in depthl= 3.000 in thickl= 0.090 in Lx = 4.5 in 3.0" - 3.0" 0.75" Ly = 42.0 in Transverse Elevation Loads Critical load case RMI Sec 1.1, item 4: (1 +0.11Sds)DL + (1 +0.14505)PL *0.75 +EL *0.75 <= 1.0, ASD Method COLUMN DL= 450 lb COLUMN PL= 12,150 lb 0.11Sds= 0.102663 = 16,608 lb 0.14Sds= 0.130662 Axial =P= (1.102663 *450 Ib) +(1.130662 *12150 lb*0.75) + (7745 lb * 0.75) Movt= 433,718 in -lb Frame Depth= 42 in Seismic Axial =Pv= [Movt/d] * 0.75 = 7,745 lb Axial Analysis KxLx /rx = 1.7 *4.5 "/1.3196" = 5.8 Fe= n ^2E /(KL/r)max ^2 = 192.5ksi Pn= Aeff*Fn = 38,661 lb P /Pa= 0.82 > 0.15 Bending Analysis KyLy /ry = 1 *42 "/1.08" = 38.9 Fy /2= 27.5 ksi 4c= 1.92 Fe > Fy /2 Fn= Fy(1- Fy /4Fe) = 55 ksi *[1 -55 ksi /(4 *192.5 ksi)] = 51.1 ksi Pa= Pn /4c = 38661 Ib/1.92 = 20,136 lb Check: P /Pa + (Cmy *My) /(May *py) <_ 1.0 P /Pao + My /May <_ 1.0 Pno= Ae *Fy = 0.757 inA2 *55000 psi = 41,635 lb May= My /Qf = 31570 in- lb/1.67 = 18,904 in -lb px= {1 /[1 -(4c *P /Pcr)] }^ -1 = {1 /[1- (1.92 *16608lb /143761Ib)] }^ -1 = 0.78 Combined Stresses Pao= Pno/Qc = 416351b/1.92 = 21,685 lb Myield =My= Sy *Fy = 0.574 in ^3 * 55000 psi = 31,570 in -lb Pcr= n ^2EI /(KL)max ^2 = nA2 *29500000 psi /(1 *42 in) ^2 = 143,761 lb (16608 lb/20136 Ib) + (0.85 *0 in- Ib)/(18904 in -Ib *0.78) = (16608 lb/21685 Ib) + (0 in- lb/18904 in -Ib) = 0.82 < 1.0, OK 0.77 < 1.0, OK (EQ C5 -1) (EQ C5 -2) Page Se tr tural kiontts ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 BEAM Contiguration: TYPE L DETERMINE ALLOWABLE MOMENT CAPACITY A) Check compression flange for local buckling (B2.1) w= c - 2 *t -2 *r = 1.75 in - 2 *0.075 in - 2 *0.075 in = 1.450 in w /t= 19.33 1= lambda= [1.052/(k)^0.5] * (w /t) * (Fy /E)^0.5 = [1.052/(4) ^0.5] * 19.33 * (55/29500)^0.5 = 0.439 < 0.673, Flange is full/ effective B) check web for local buckling per section b2.3 fl(comp)= Fy *(y3 /y2)= 46.91 ksi f2(tension)= Fy *(y1 /y2)= 98.68 ksi Y= f2 /f1 Eq. B2.3 -5 = -2.104 k= 4 + 2 *(1 -Y)^3 + 2 *(1 -Y) Eq. B2.3 -4 = 70.02 flat depth =w= yl +y3 = 2.700 in w /t= 36 OK 1= lambda= [1.052/(k)^0.5] * (w /t) * (fl /E)^0.5 = [1.052/(70.02) ^0.5] * 2.7 * (46.91/29500) ^0.5 = 0.18 < 0.673 b2= be /2 = 1.35 in be =w= 2.700 in bl= be(3 -Y) = 0.529 bl +b2= 1.879 in > 0.87 in, Web is fully effective Determine effect of cold working on steel yield point (Fya) per section A7.2 Fya = Lcorner =Lc= Lflange- top =Lf= m= Bc= since fu /Fv= and r /t= then Fyc= Thus, Fya -top= Fya- bottom= C *Fyc + (1 -C) *Fy (p /2) * (r + t /2) 0.177 in 1.450 in 0.192*(Fu/Fy) - 0.068 0.1590 3.69 *(Fu /Fy) - 0.819 *(Fu /Fy) ^2 - 1.427 1.18 < 1.2 1 <70K Bc * Fy /(R /t)^m 78.485 ksi 59.61 ksi (tension stress at Fya *Ycg /(depth -Ycg) 115.71 ksi (tension stress at (EQ A7.2 -1) C= 2 *Lc /(Lf +2 *Lc) = 0.196 in (EQ A7.2 -4) 1.79 (EQ A7.2 -2) top) bottom) Check allowable tension stress for bottom flange Lflange- bot =Lfb= Lbottom - 2 *r * -2 *t = 2.450 in Cbottom =Cb= 2 *Lc /(Lfb +2 *Lc) = 0.126 Fy- bottom =Fyb= Cb *Fyc + (1- Cb) *Fyf = 57.97 ksi Fya= (Fya- top) *(Fyb /Fya- bottom) = 29.86 ksi if F= 0.95 Then F *Mn =F *Fya *Sx = 19.74 in -k Eq. 82.1-4 Eq. B2.1 -1 Eq B2.3 -2 (EQ A7.2 -3) 3.000 in 2.75 in 1.75 in 1. Beam= HMH 30140/3" Face x 0.075" thk depth g Y2 Y3 Ix= Sx= Ycg= t= Bend Radius =r= Fy =Fyv= Fu =Fuv= E= top flange =b= bottom flange= Web depth= 1.068 inA4 0.696 in ^3 1.980 in 0.075 in 0.075 in 55.00 ksi 65.00 ksi 29500 ksi 1.750 in 2.750 in 3.000 in Fy yl= Ycg -t -r= 1.830 in y2= depth -Ycg= 1.020 in y3= y2 -t -r= 0.870 in Allowable load= 3,428 lb /pair Surai �on is ngineering . 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE BEAM Contiguration: TYPE L Project #: M- 041812 -2 RMI Section 5.2, PT II Section Beam= HMH 30140/3" Face x 0.075" thk Ix =Ib= 1.068 in ^4 Sx= 0.696 in ^3 t= 0.075 in E= 29500 ksi Fy =Fyv= 55 ksi • F= 150.0 Fu =Fuv= 65 ksi L= 96 in Fya= 59.6 ksi Bending Mcenter =F *Mn= W *L *W *Rm /8 W =LRFD Load Factor= 1.2 *DL + 1.4 *PL +1.4 *(0.125) *PL RMI2.2, item 5 FOR DL= 20/0 of PL, W= 1.599 Rm= 1 - [(2 *F *L) /(6 *E *Ib + 3 *F *L)] 1 - (2 *150 *96 in) /[(6 *29500 ksi *1.068 in ^3) +(3 *150 *96 in)] = 0.876 if F= 0.95 Then F *Mn =F *Fya *Sx = 39.41 in -k Thus, allowable load per beam pair =W= F *Mn *8 *(# of beams) /(L *Rm *W) = 39.41 in -k * 8 * 2/(96in * 0.876 * 1.599) = 4,690 lb /pair Mend= W *L *(11Rm) /8 = (4690 Ib /2) * 96 in * (1- 0.876)/8 = 3,489 in -lb Deflection 3.000 in 2.75 in Dmax= Dss *Rd Rd= 1 - (4 *F *L) /(5 *F *L + 10 *E *Ib) = 1 - (4 *150 *96 in) /[(5 *150 *96 in) +(10 *29500 ksi *1.068 in ^4)] = 0.851 in if Dmax= L /180 and Dss= 5 *W *L ^3/(384 *E *Ib) L /180= 5 *W *L ^3 *Rd /(384 *E *Ib *# of beams) solving for W yields, W= 384 *E *I *2/(180 *5 *L ^2 *Rd) = 384 *1.068 in ^4 *2/[180 *5 *(96 in) ^2 *0.851) = 3,428 lb /pair ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M-04 I 81 2 -2 3 Pin Beam to Column Connection TYPE L I he beam end moments shown herein show the result ot the maximum induced fixed end monents torm seismic + static loads and the code mandated minimum value ot 1.5 %(DL +PL) Mconn max= (Mseismic + Mend- tixity) *0.75 = 6,508 in -lb Load at level 2 Shear Capacity of Pin Connector Type= 3 Pin rt 1/2 Pin Diam= 0.44 in Fy= 55,000 psi Ashear= (0.438 in) ^2 * Pi /4 = 0.1507 in ^2 Pshear= 0.4 * Fy * Ashear = 0.4 * 55000 psi * 0.1507in ^2 = 3,315 lb Bearing Capacity of Pin tcol= 0.090 in Fu= 65,000 psi Omega= 2.22 a= 2.22 Pbearing= alpha * Fu * diam * tcol /Omega = 2.22 * 65000 psi * 0.438 in * 0.09 in/2.22 = 2,562 lb < 3315 lb Moment Capacity of Bracket Edge Distance =E= 1.00 in Pin Spacing= 2.0 in Fy= 55,000 psi c= P1 +P2 +P3 tclip= 0.18 in = P1 +P1 *(2.5 "/4.5 ") +P1 *(0.5 "/4.5 ") = 1.667 * P1 Mcap= Sclip * Fbending = 0.127in ^3 *0.66 *Fy = 4,610 in -lb Pclip= Mcap /(1.667 * d) = 4610.1 in-lb/(1.667 * 0.5 in) = 5,531 lb C *d= Mcap = 1.667 Thus, P1= 2,562 lb Mconn - allow= [ P1* 4. 5"+ P1*( 2. 5"/ 4.5 ") *2.5 " +P1 *(0.5 "/4.5 ") *0.51 = 2562 LB *[4.5 " +(2.5 "/4.5 ") *2.5 "+ (0.5 "/4.5 ") *0.5 "] = 15,230 in -lb > Mconn max, OK Sclip= 0.127 in ^3 d= E/2 = 0.50 in INTERLINE SEATTLE M-04 1 81 2 -2 TYPE L PagV of 4/ 1 9/20 1 2 Str tural oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Transverse Brace Configuration: TYPE L Section Properties Diagonal Member= Hannibal 1 -1 /2x1- 1 /2x16ga Horizontal Member= Hannibal 1 -1 /2x1- 1 /2x16ga Area= 0.273 in ^2 I .500 Area= 0.273 in ^2 r min= 0.496 in r min= 0.496 in Fy= 55,000 psi ' -"`� Fy= 55,000 psi Qc= 1.92 Frame Dimensions 1-- 0.25 I fr-1 .500 -d 1--0.25 11� Diagonal Member Bottom Panel Height =H= 42.0 in Frame Depth =D= 42.0 in Column Width =B= 3.0 in Clear Depth= D -B *2= 36.0 in X Brace= NO Critical load case RMI Sec 21, item 4: (1 +0.11Sds)DL + (1 +0.14505)PL *0.75 +EL *0.75 <= 1.0, ASD Method, DL =PL =0 for upright brace members Vb= Vtransv= 2,685 lb Ldiag= [(D- B *2) ^2 + (1-1- 6 ") ^2] ^1/2 = 50.9 in Pmax= V *(Ldiag /D) * 0.75 = 2,440 lb Pn= AREA *Fn = 0.273 in ^2 * 27657 psi = 7,550 lb Pallow= Pn /Q = 7550 lb /1.92 = 3,932 lb Pn /Pallow= Horizontal brace 0.62 <= 1.0 OK Vb (kl /r)= (k * Ldiag) /r min = (1 x 50.9 in /0.496 in ) = 102.6 in Fe= pi ^2 *E /(kl /r) ^2 = 27,658 psi SINCE Fe >Fy /2, Fn= Fy *(1 -fy /4fe) = 27,657 psi Tvoical Panel configuraliOn Check End Weld Lweld= 3.0 in Fu= 65 ksi tmin= 0.060 in Weld Capacity= 0.75 * tmin * L * Fu /2.5 = 3,510 lb OK Pmax =V= 2,014 lb (kl /r)= (k * Lhoriz) /r min = (1 x 42 in) /0.496 in = 84.7 in SINCE Fe >Fy /2, Fn= Fy *(1 -fy /4fe) = 36,366 psi Pn /Pallow= 0.52 <= 1.0 OK Fe= pi^2 *E /(kl /r) ^2 Fy /2= 27,500 psi = 40,584 psi Pn= AREA *Fn = 0.273inA2*36366 psi = 9,928 lb Pallow= Pn/Qc = 9928 lb /1.92 = 5,171 lb INTERLINE SEATTLE M -041 81 2 -2 TYPE L Page 1 1 of SU 4/19/2012 St tural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Single Row Frame Overturning Configuration: TYPE L Loads Load case per RMI Sec 2.1, item 3: (0.6- 0.11Sds)DL + (0.6- 0.14Sds)PLapp *0.75 - EL *0.75 Vtrans =V= 2,685 lb DEAD LOAD PER UPRIGHT =DL= 900 lb PL PER UPRIGHT =PL= 24,300 lb PLapp =PL *0.67= 16,281 lb lst =(0. 497337 *DL +0.469338 *PLapp *0.75)= 6,178 lb PL @ TOP= 2,700 lb DL /Lvl= 100 lb E(Fi *hi)= 433,718 in -lb Total Dead Load per Bay =DL= 900 lb Load Case 1: Fully Loaded rack Vtrans= 2,685 lb Movt= E(Fi *hi) *0.75 = 325,289 in -lb hp (0.6- 0.11Sds)= 0.4973 (0.6- 0.14Sds)= 0.4693 Frame Depth =D= 42.0 in Htop- Iv1 =H= 216.0 in # Levels= 9 # Anchors /Base= 4 h= 226.0 in hp= 20.0 in T 1 i o+l SIDE ELEVATION Load Case 2: Top Level Loaded Only Ifltical Level= 9 Mst= Wst * D/2 = 6178 lb * 42 in /2 = 129,738 in -lb T= (Movt- Mst) /D = (325289 in -lb - 129738 in-lb)/42 in = 4,656 lb Net Uplift per column V1 =Vtop= Cs * Ip * Ws = 0.1563 * (2700 lb) = 422 lb V2 =Von= Cs *Ip *DL = 140 lb Mst= (0.497337 *DL +0.469338 *PL *0.75) * D/2 = (100 lb*9 * 0.497337 + 2700 lb*0.469338*0.75)*42 in /2 = 29,358 in -lb Anchor Partially Fixed Base h= 226.0 in Movt= [V1 *h + V2 * H /2] *0.75 = [422 lb*226 in +140 lb *216 in /2] *0.75 = 82,869 in -lb T= (Movt- Mst) /D = (82869 in -lb - 29358 in-lb)/42 in = 1,274 lb Net Uplift per column Check (4) 0.5" x 3.25" Embed HILTI KWIKBOLT TZ anchor(s) per base plate. Special inspection is required per ESR 1917. Fully Loaded: Top Level Loaded: Pullout Capacity=Tcap= 2,386 lb Shear Capacity=Vcap= 2,839 lb Tcap *Phi= 2,386 lb Vcap *Phi= 2,839 lb (1164 Ib/2386 Ib) ^1 + (336 Ib/2839 Ib) ^1 = (319 Ib/2386 Ib) ^1 + (53 Ib/2839 Ib) ^1 = L.A. City Jurisdiction? NO Phi= 1 0.61 <= 1.2 OK 0.15 <= 1.2 OK INTERLINE SEATTLE M-041812-2 TYPE L Page 1\2--of S 'L) 4/19/2012 Str tural oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Base Plate Configuration: TYPE L Section Baseplate= Eff Width =W = Eff Depth =D = Column Width =b = Column Depth =dc = L= Plate Thickness =t = Down Aisle Loads COLUMN DL= COLUMN PL= Base Moment= 0.11Sds= 0.14Sds= 8x8x3/8 5.75 in a = 1.88 in 5.75 in Anchor c.c. =2 *a =d = 3.75 in 3.00 in N =# Anchor /Base= 4 3.00 in Fy = 36,000 psi 1.38 in 0.375 in Downaisle Elevation Critical load case RMI Sec 2.1, item 4: (1 +0.11Sds)DL + (1 +0.14SD5)PL *0.75 +EL *0.75 <= 1.0, ASD Method Axial stress =fa = Moment Stress =fb = Moment Stress =fbl = M3 = S -plate = fb /Fb = Tanchor = Cross Aisle Loads 450 lb 12,150 lb 5,000 in -lb 0.102663 0.130662 Axial= p= (1.102663 *450 Ib) +(1.130662 *12150 Ib *0.75) = 10,799 lb Mb= Base Moment *0.75 = 5000 in -lb * 0: = 3,750 in -lb Effec. Effec. E Axial Load P = 10,799 lb Mbase =Mb = 3,750 in -lb P/A = P /(D *W) 327 psi M/S = 6 *Nib /[(D *B ^21 118.4 psi fb -fb2 61.7 psi (1 /2) *fb2 *L *(2/3) *L = (1 /3) *fb2 *L ^2 36 in -lb (1)(t ^2)/6 0.023 in ^3 /in Mtotal /[(5- plate)(Fb)] 0.64 OK (Mb- (PLapp *0.75 *0.46)(a)) /[(d) *N /2] -1,045 lb No Tension M1= wL ^2/2= fa *L ^2/2 = 309 in -lb Moment Stress =fb2 = 2 * fb * L/W = 56.6 psi M2= fb1 *L ^2)/2 = 58 in -lb Mtotal = M1 +M2 +M3 = 403 in -lb /in Fb = 0.75 *Fy = 27,000 psi Pp= 0.7 *F'c = 2,100 psi OK Tallow= 2,386 lb Critical bad tare RN! Se c2.1, dem 4. (1+0.11Sdr)OL + (1 *O.14SOS)PL'R.7S +fL'0.75 <. 1.4 ASO Method Pstatic= 10,799 lb Movt *0.75= 325,289 in -lb Frame Depth= 42.0 in P= Pstatic +Pseismic= 18,544 lb b = Column Depth= 3.00 in L =Base Plate Depth -Col Depth= 1.38 in fa = P/A = P /(D *W) = 561 psi Sbase /in = (1)(t ^2)/6 = 0.023 in ^3 /in fb /Fb = M /[(S- plate)(Fb)] = 0.84 OK INTERLINE SEATTLE M -04 1812-2 TYPE L Pseismic= Movt/Frame Depth = 7,745 lb M= wL ^2/2= fa*LA2/2 = 530 in -lb /in Fbase = 0.75 *Fy = 27,000 psi Page 1' of 11 OK Check uplift load on Baseplate Pi Check uplift forces on baseplate with 2 or more anchors per RMI 7.2.2. When the base plate configuration consists or two anchor bolts located on either side f the column and a net uplift force exists, the minimum base plate thickness hall be determined based on a design bending moment in the plate equal to the uplift force on one anchor times 1/2 the distance from he centerline of the anchor to the nearest edge of the rack column" Ta Elevation Uplift per Column= 4,656 lb Qty Anchor per BP= 4 Net Tension per anchor =Ta= 1,164 lb c= 1.38 in Mu= Moment on Baseplate due to uplift= Ta *c /2 = 800 in -lb Splate= 0.135 in ^3 [fb /Fb] *0.75= 0.165 OK 4/19/2012 Str tural tir oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Slab on Grade Configuration: TYPE L 75 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIuIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Base Plate Effec. Baseplate width =B= 5.75 in Effec. Baseplate Depth =D= 5.75 in width =a= 3.00 in depth =b= 3.00 in Baseplate Plan View Concrete fc= 3,000 psi tslab =t= 6.5 in tell= 6.5 in phi =0= 0.6 Soil fsoil= 2,000 psf Movt= 325,288 in -Ib Frame depth= 42.0 in Sds= 0.933 0.2 *Sds= 0.187 midway dist face of column to edge of plate =c= 4.38 in midway dist face of column to edge of plate =e= 4.38 in Column Loads DEAD LOAD =DL= 450 Ib per column Load Case 1) (1.2 +0.2Sds *DL) + (0.85 +0.2Sds *PL) + 1.5 *EL RMI SEC 2.2 EQTN 5 unfactored ASD load = 1.38666 *450 Ib + 1.03666 *12150 Ib + 1.5 *7744 Ib PRODUCT LOAD =PL= 12,150 Ib per column = 24,835 Ib unfactored ASD load Load Case 2) (0.9-0.2Sds)DL + (0.9- 0.2Sds) *PLapp + 1.5EL RMI SEC 2.2 EQTN 6 P- seismic =EL= (Movt/Frame depth) = (0.71334 *450 lb) + (0.71334 *8140.5 Ib) + (1.5 *7744 Ib) = 7,744 Ib per column = 17,744 Ib unfactored ASD load Load Case 3) 1.2 *DL + 1.4 *PL RMI SEC 2.2 EQTN 2 = 1.2 *450 Ib + 1.4 *12150 Ib = 17,550 Ib Effective Column Load =Pu= 24,835 Ib per column Puncture Apunct= [(c +t) +(e +t)] *2 *t = 282.75 in ^2 Slab Bending Fpunct= 2.66 *phi *sgrt(fc) = 87.4 psi fv /Fv= Pu /(Apunct *Fpunct) = 1.00 Pse= DL +PL +E= 24,835 Ib Asoil= (Pse *144) /(fsoil) = 1,788 in ^2 x= (L-y) /2 = 12.5 in Fb= 5 *(phi) *(fc)^0.5 = 164.32 psi L= (Asoil) ^0.5 = 42.28 in M= w *x ^2/2 = (fsoil *x ^2)/(144 *2) = 1,077.2 in -Ib y= (c *e)^0.5 + 2 *t = 17.4 in S -slab= 1 *teff^2 /6 = 7.04 in ^3 fb /Fb= M /(S- slab *Fb) = 0.931 <1,OK INTERLINE SEATTLE M -04 181 2 -2 TYPE L PagB of 5 4/19/2012 Str tural Loncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Configuration & Summary: TYPE F 54" 216" 54" 54" 4 54" 96 216" 18" 18" 4— 42," 42" 42" 42" 42" * *RACK COLUMN REACTIONS ASD LOADS AXIAL DL= 200 lb AXIAL LL= 9,000 lb SEISMIC AXIAL Ps = +/- 6,466 /b BASE MOMENT = 5,000 in -lb Bas Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Frame Type Ss =1.4, Fa =1 4 42 in 216.0 in 6 96 in Single Row Component Description STRESS Column Fy =55 ksi Hannibal IF3013- 3x3x13ga P =9200 lb, M =12213 in -lb 0.85 -0K Column & Backer None None None N/A Beam Fy =55 ksi HMH 36140/3.75" Face x 0.075" thk Lu =96 in Capacity: 5248 lb/pr 0.86 -0K Beam Connector Fy =55 ksi Lvl 1: 3 pin OK li Mconn =8885 in -lb Mcap =15230 in -lb 0.58 -0K Brace - Horizontal Fy =55 ksi Hannibal 1 -1 /2x1- 1 /2x16ga 0.38 -0K Brace - Diagonal Fy =55 ksi Hannibal 1 -1 /2x1- 1/2x16ga 0.45 -0K Base Plate Fy =36 ksi 8x8x3/8 I Fixity= 5000 in -lb 0.82 -0K Anchor 4 per Base 0.5" x 3.25" Embed HILTI KWIKBOLTTZ ESP 1917 Inspection Reqd (Net Seismic Uplift =4245 lb) 0.442 - OK Slab & Soil 6.5" thk x 3000 psi slab on grade. 2000 psf Soil Bearing Pressure 0.76 -0K Level Load Per Level Beam Spcg Brace Story Force Transv Story Force Longit. Column Axial Column Moment Conn. Moment Beam Connector 1 4,500 lb 54.0 in 42.0 in 195 lb 68 lb 9,200 lb 12,213 "# 11,073 "# 3 pin OK 2 3 4 4,500 lb 4,500 lb 4,500 lb 54.0 in 54.0 in 54.0 in 42.0 in 42.0 in 42.0 in 18.0 in 18.0 in 389 lb 584 lb 779 lb 135 lb 203 lb 270 lb 6,900 lb 4,600 lb 2,300 lb 8,201 "# 8,885 "# 6,379 "# 7,177 "# 3,645 "# 4,785 "# 3 pin OK 3 pin OK 3 pin OK Total: 1,947 lb 675 lb Notes I #36140 BEAM LEVELS 1 -4 INTERLINE SEATTLE M-041812-2 TYPE F Page 4/19/2012 Strtural Loncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Seismic Forces Configuration: TYPE F Lateral analysis is performed with regard to the 2009 IBC Sec. 2208.1, 2008 RMI /ANSI MH 16.1 Sec 2.6 & ASCE 7 -05 sec 15.5.3 Transverse (Cross Aisle) Seismic Load V= Cs1= Cs2= Cs3= Cs -max= Cs *Ip* Ws= Cs *Ip* (0.67 *LL* PLrf +DL) [Sds /R] * 0.67 0.67 &tor per RMI commentarySec zI& See ZI LirnitStates Recluoion bASOL, , 0.1563 0.044 *Sds *0.67 0.0275 [0.5 *S1 /R] * 0.67 0.0401 0.1563 Base Shear Coeff =Cs= 0.1563 ASD Format Loads Level 1 2 3 4 PRODUC LOAD /LVL,PL 4,500 lb 4,500 lb 4,500 lb 4,500 lb Cs -max * Ip= 0.1563 Vmin= 0.015 Eff Base Shear =Cs= 0.1563 Ws= (0.67 *PLsv1 * PL) +DL = 12,460 lb PL *0.67 *PLrf 3,015 lb 3,015 lb 3,015 lb 3,015 lb VE Transverse Elevation Vtransv =Vt= 0.1563 * (400 lb + 12060 Ib) EL= 1,947 lb ASD Level Transverse seismic shear per upright DL 100 lb 100 lb 100 lb 100 lb hi 54 in 108 in 162 in 216 in wi *hi 168,210 336,420 504,630 672,840 Ss= 1.400 S1= 0.479 Fa= 1.000 Fv= 1.521 Sds= 2 /3 *Ss *Fa= 0.933 Sd1= 2 /3 *S1 *Fv= 0.486 Ca= 0.4 *2 /3 *Ss *Fa= 0.3733 (Transverse, Braced Frame Dir.) R= 4.0 Ip= 1.0 PLRFt= Pallet Height =hp= 48.0 in DL per Beam Lvl= 100 lb Fi Fi *(hi +hp /2) 194.7 lb 389.4 lb 584.1 lb 778.8 lb 15,187 -# 51,401 -# 108,643 -# 186,9124 sum: 18,000 lb 12,060 lb 400 lb W=12460 lb Longitudinal (Downaisle) Seismic (Similarly for longitudinal seismic loads, using R =6.0 Cs1= Sd1 /(T*R)= 0.0542 Cs2= 0.0275 Cs3= 0.0267 Cs -max= 0.0542 Level PRODUC LOAD /LVL,PL PL *0.67 *PLrf 1,682,100 1,947 lb F= 362,142 Ws= (0.67 * PLuz * PL) + DL PL1r2= = 12,460 lb (Longitudinal, Unbraced Dir.) R= Cs =Cs- max *Ip = 0.0542 T= 1.0 i ®' I NMI " 6.0 1.00 sec Vlong= 0.0542 * (400 lb + 12060 Ib) EL= 675 lb ASD Level Longit seismic shear per upright Q� Q 1 2 3 4 4,500 lb 3,015 lb 4,500 lb 3,015 lb 4,500 lb 3,015 lb 4,500 lb 3,015 lb sum: 12,060 lb DL 100 lb 100 lb 100 lb 100 lb 400 lb hi 54 in 108 in 162 in 216 in wi *hi 168,210 336,420 504,630 672,840 W =12460 lb 1,682,100 Fi 67.5 lb 135.0 lb 202.5 lb 270.0 lb 675 lb Front View INTERLINE SEATTLE M -04 I Et, I 2 -2 TYPE F Page �of 4/ 1 9/20 12 Str tural oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Downaisle Seismic Loads Configuration: TYPE F Determine the story moments by applying portal analysis. The base plate is assumed to provide partial fixity. Seismic Story Forces Vlong= 675 lb Vcol= Vlong /2= 338 lb F1= 68 lb F2= 135 lb F3= 203 lb Seismic Story Moments Typical frame made Tributary area of two columns of rack frame \- 96 Front Vieei Conceptual System Side View Typical Frame made of two columns !T Top View Mbase-max= 5,000 in -lb Mbase -v= (Vcol *hleff) /2 = 8,606 in -lb <=== Default capacity <=== Moment going to base Mbase -eff= Minimum of Mbase -max and Mbase -v = 5,000 in -lb M 1 -1= [Vcol * hleff] -Mbase -eff = (338 lb * 51 in) -5000 in -lb = 12,213 in -lb Mseis= (Mupper +Mlower) /2 hl -eff= h1 - beam clip height/2 = 51 in Vcol M 2 -2= [Vcol- (F1) /2] * h2 = [338 lb - 67.5 Ib] *54 in /2 = 8,201 in -lb Mseis(1 -1)= (12213 in -lb + 8201 in-lb)/2 Mseis(2 -2)= (8201 in -lb + 6379 in-lb)/2 = 10,207 in -lb = 7,290 in -lb Beam to Column Elevation Summary of Forces LEVEL hi Axial Load 1 54 in 9,200 lb 2 54 in 6,900 lb 3 54 in 4,600 lb 4 54 in 2,300 lb Column Moment 12,213 in -lb 8,201 in -lb 6,379 in -lb 3,645 in -lb Mseismic 10,207 in -lb 7,290 in -lb 5,012 in -lb 1,823 in -lb Mend -fixity 4,557 in -lb 4,557 in -lb 4,557 in -lb 4,557 in -lb Mconn ** Beam Connector 11,073 in -lb 3 pin OK 8,885 in -lb 3 pin OK 7,177 in -lb 3 pin OK 4,785 in -lb 3 pin OK Mconn= (Mseismic + Mend - fixity) *0.75 Mconn- allow(3 Pin)= 15,230 in -lb INTERLINE SEATTLE M-041812-2 TYPE F Pagel 1 of ✓ 4/19/2012 Str tural oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Column (Longitudinal Loads) Configuration: TYPE F Conforms to the requirements of Chapter C5 of the AISI Cold Formed Steel Design Manual for combined bending and axial loads. Section Properties Section: Hannibal IF3013- 3x3x13ga Aeff = 0.757 inA2 Ix = 1.320 inA4 Sx = 0.879 inA3 rx = 1.320 in 4f= 1.67 E= 29,500 ksi Loads Considers loads at level 1 Iy = 0.871 inA4 Sy = 0.574 inA3 ry = 1.080 in Fy= 55 ksi Cmx= 0.85 Kx = 1.7 Lx = 52.1 in Ky = 1.0 Ly = 42.0 in Cb= 1.0 COLUMN DL= 200 lb COLUMN PL= 9,000 lb Mcol= 12,212 in -lb 0.11Sds= 0.102663 0.14Sds= 0.130662 Axial Analysis Critical load case RM., Sec 2.1, item 4: (1 +0.115ds)DL + (1+0. 14SDS)PL *0.75 +EL *0.75 <= 1.0, ASD Method Axial Load =P= (1.102663 *200 Ib) +(1.130662 *9000 Ib *0.75) = 7,853 lb Moment =Mx= Mcol *0.75 = 12212 in -lb * 0.75 = 9,159 in -lb KxLx /rx = 1.7 *52.13 "/1.3196" = 67.2 Fe= n ^2E /(KL/r)maxA2 = 64.6ksi Pn= Aeff*Fn = 32,767 lb P /Pa= 0.46 > 0.15 Bending Analysis KyLy /ry = 1 *42 "/1.08" = 38.9 Fy /2= 27.5 ksi 4c= 1.92 Fe > Fy /2 Fn= Fy(1- Fy /4Fe) = 55 ksi *[1 -55 ksi /(4 *64.6 ksi)] = 43.3 ksi Pa= Pn /Qc = 32767 lb/1.92 = 17,066 lb Check: P /Pa + (Cmx *Mx) /(Max *px) <_ 1.0 P /Pao + Mx /Max <_ 1.0 Pno= Ae *Fy = 0.757 inA2 *55000 psi = 41,635 lb Max= My /4f = 48345 in- lb/1.67 = 28,949 in -lb px= {1 /[1 -(4c *P /Pcr)] }A -1 = {1/[1- (1.92 *7853 lb/48935 Ib)] }A -1 = 0.69 Combined Stresses Pao= Pno/Qc = 416351b/1.92 = 21,685 lb Myield =My= Sx *Fy = 0.879 inA3 * 55000 psi = 48,345 in -lb Pcr= nA2EI /(KL)maxA2 = nA2 *29500 ksi /(1.7 *52.13 in)A2 = 48,935 lb (7853 lb/17066 Ib) + (0.85 *9159 in-lb)/(28949 in -Ib *0.69) = (7853 lb/21685 Ib) + (9159 in- lb/28949 in -Ib) = 0.85 < 1.0, OK 0.68 < 1.0, OK (EQ C5 -1) (EQ C5 -2) INTERLINE SEATTLE M -04 1 812 -2 TYPE Page of v 4/19/2012 tr S tural ko on is Cngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project:INTERLINE SEATTLE Transverse Column Configuration: TYPE F Project #: M- 041812 -2 Section Properties Load at level= 1 Section: HanniballF3013- 3x3x13ga Aeff = 0.757 inA2 Iy = 0.871 inA4 Ix = 1.320 inA4 Sy = 0.574 inA3 Sx = 0.879 inA3 ry = 1.080 in rx = 1.320 in Fy= 55 ksi 3.0 Of= 1.67 Cmx= 0.85 E= 29,500 ksi width= 3.000 in I Cb= 1.0 depthl= 3.000 in 075" Kx = 1.7 thickl= 0.090 in Ky= 1.0 Lx= 52.1 in Ly = 42.0 in Transverse Elevation Loads Critical load case RMI Sec 2.1, item 4: (1 +0.11 Sds)DL + (1 +0.145D5)PL *0.75 +EL *0.75 <= 1.0, ASD Method COLUMN DL= 200 lb COLUMN PL= 9,000 lb 0.11Sds= 0.102663 = 12,703 lb 3.0" Axial =P= (1.102663 *200 Ib) +(1.130662 *9000 lb*0.75) + (6467 lb * 0.75) 0.14Sds= 0.130662 Movt= 362,142 in -lb Frame Depth= 42 in Seismic Axial =Pv= [Movt/d] * 0.75 = 6,467 lb Axial Analysis KxLx /rx = 1.7 *52.125 "/1.3196" = 67.2 Fe= nA2E /(KL/r)maxA2 = 64.6ksi Pn= Aeff*Fn = 32,769 lb P /Pa= 0.74 > 0.15 Bending Analysis KyLy /ry = 1`42 "/1.08" = 38.9 Fy /2= 27.5 ksi Qc= 1.92 Fe > Fy /2 Fn= Fy(1- Fy /4Fe) = 55 ksi *[1 -55 ksi /(4 *64.6 ksi)] = 43.3 ksi Pa= Pn /Oc = 32769 lb/1.92 = 17,067 lb Check: P /Pa + (Cmy *My) /(May *py) <_ 1.0 P /Pao + My /May <_ 1.0 Pno= Ae *Fy = 0.757 inA2 *55000 psi = 41,635 lb May= My /4f = 31570 in -lb /1.67 = 18,904 in -lb px= {1 /[1 -(4c *P /Pcr)] }A -1 = {1/[1- (1.92 *12703 Ib/48945 Ib)] }A -1 = 0.50 Combined Stresses Pao= Pno /Oc = 416351b/1.92 = 21,685 lb Myield =My= Sy *Fy = 0.574 inA3 * 55000 psi = 31,570 in -lb Pcr= n ^2EI /(KL)maxA2 = nA2 *29500 ksi /(1.7 *52.125 in)A2 = 48,945 lb (12703 lb/17067 lb) + (0.85 *0 in-lb)/(18904 in- Ib *0.5) = (12703 lb/21685 lb) + (0 in- lb/18904 in-lb) = 0.74 < 1.0, OK 0.59 < 1.0, OK (EQ C5 -1) (EQ C5 -2) Page M of Str tural on is ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 BEAM Configuration: TYPE F DETERMINE ALLOWABLE MOMENT CAPACITY A) Check compression flange for local buckling (B2.1) w= c - 2 *t -2 *r = 1.75 in - 2 *0.075 in - 2 *0.075 in = 1.450 in w /t= 19.33 1= lambda= [1.052/(k) ^0.5] * (w /t) * (Fy /E) ^0.5 = [1.052/(4) ^0.5] * 19.33 * (55/29500) ^0.5 = 0.439 < 0.673, Flange is fully effective B) check web for local buckling per section b2.3 fl(comp)= Fy *(y3 /y2)= 48.53 ksi f2(tension)= Fy *(y1 /y2)= 100.29 ksi Y= f2 /f1 Eq. B2.3-5 = -2.067 k= 4 + 2 *(1 -Y) ^3 + 2 *(1 -Y) Eq. B2.3 -4 = 67.83 flat depth =w= yl +y3 = 3.450 in w /t= 46 OK 1= lambda= [1.052/(k) ^0.5] * (w /t) * (fl /E) ^0.5 = [1.052/(67.83)1'0.5] * 3.45 * (48.53/29500) ^0.5 = 0.238 < 0.673 be =w= 3.450 in b2= be /2 bl= be(3 -Y) = 1.73 in = 0.681 bl +b2= 2.411 in > 1.125 in, Web is fully effective Determine effect of cold working on steel yield point (Fyal per section A7.2 Fya= C *Fyc + (1 -C) *Fy (EQ A7.2 -1) Lcorner =Lc= (p /2) * (r + t/2) 0.177 in C= 2 *Lc /(Lf +2 *Lc) Lflange- top =Lf= 1.450 in = 0.196 in m= 0.192 *(Fu /Fy) - 0.068 (EQ A7.2 -4) = 0.1590 Bc= 3.69 *(Fu /Fy) - 0.819 *(Fu /Fy) ^2 - 1.79 = 1.427 since fu /Fv= 1.18 < 1.2 and r /t= 1 < 7 OK then Fyc= Bc * Fy /(R /t) ^m (EQ A7.2 -2) = 78.485 ksi Thus, Fya -top= 59.61 ksi (tension stress at top) Fya- bottom= Fya *Ycg /(depth -Ycg) = 115.71 ksi (tension stress at bottom) Check allowable tension stress for bottom Flange Lflange-bot=Lfb= Lbottom - 2 *r * -2 *t = 2.450 in Cbottom =Cb= 2 *Lc /(Lfb +2 *Lc) = 0.126 Fy- bottom =Fyb= Cb *Fyc + (1- Cb) *Fyf = 57.97 ksi Fya= (Fya- top) *(Fyb /Fya- bottom) = 29.86 ksi if F= 0.95 Then F *Mn =F *Fya *Sx = 24.99 in -k Eq. B2.1 -4 Eq. B2.1 -1 Eq B2.3 -2 (EQ A7.2 -3) 3.750 in 2.75 in 1.75 in Beam= HMH 36140/3.75" Face x 0.075" thk Ix= 5x= Ycg= t= Bend Radius =r= Fy =Fyv= Fu =Fuv= E= top flange=b= bottom flange= Web depth= depth f1(comp) 1.731 in ^4 0.881 in ^3 2.475 in 0.075 in 0.075 in 55.00 ksi 65.00 ksi 29500 ksi 1.750 in 2.750 in 3.750 in Fy Ycg 12(tensicn) yl= Ycg -t -r= 2.325 in y2= depth -Ycg= 1.275 in y3= y2 -t -r= 1.125 in Str tural ontts ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. BEAM Project: INTERLINE SEATTLE Project #: M- 041812 -2 Configuration: TYPE F RMI Section 5.2, PT II Section Beam= HMH 36140/3.75" Face x 0.075" thk Ix =Ib= 1.731 in ^4 Sx= 0.881 in ^3 t= 0.075 in E= 29500 ksi Fy =Fyv= 55 ksi F= 150.0 Fu =Fuv= 65 ksi L= 96 in Fya= 59.6 ksi Bending Mcenter =F *Mn= W *L *W *Rm /8 W =LRFD Load Factor= 1.2 *DL + 1.4 *PL +1.4 *(0.125) *PL RMI2.2, item 5 FOR DL =2% of PL, W= 1.599 Rm= 1. - [(2 *F *L) /(6 *E *Ib + 3 *F *L)] 1. - (2 *150 *96 in) /[(6 *29500 ksi *1.731 in ^3) +(3 *150 *96 in)] = 0.918 if F= 0.95 Then F *Mn =F *Fya *Sx = 49.89 in -k Thus, allowable load per beam pair =W= F *Mn *8 *(# of beams) /(L *Rm *W) = 49.89 in -k * 8 * 2/(96in * 0.918 * 1.599) = 5,665 lb /pair Mend= W *L *(1 -Rm) /8 = (5665 lb /2) * 96 in * (1- 0.918)/8 = 2,787 in -lb Deflection 3.750 i t1.75 in 2.75 in Dmax= Dss *Rd Rd= 1 - (4 *F *L) /(5 *F *L + 10 *E *Ib) = 1 - (4 *150 *96 in) /[(5 *150 *96 in) +(10 *29500 ksi *1.731 in ^4)] = 0.901 in if Dmax= L /180 and Dss= 5 *W *L ^3/(384 *E *Ib) L/180= 5 *W *L ^3 *Rd /(384 *E *Ib *# of beams) solving for W yields, W= 384 *E *I *2 /(180 *5 *L ^2 *Rd) = 384 *1.731 in ^4 *2/[180 *5 *(96 in) ^2 *0.901) = 5,248 lb /pair L_ Allowable load= 5,248 lb /pair c9-\o 5q Stru tural t ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M -04I 512 -2 3 Pin Beam to Column Connection TYPE F I he beam end moments shown herein show the result ot the maximum induced fixed end monents torm seismic + static loads and the code mandated minimum value ot 1.5" /o(DL +PL) Mconn max= (Mseismic + Mend-tixity) *0.75 = 8,885 in -lb Load at level 2 Shear Capacity of Pin Connector Type= 3 Pin 1/2 ir2° Pin Diam= 0.44 in Fy= 55,000 psi Ashear= (0.438 in) ^2 * Pi /4 = 0.1507 inA2 Pshear= 0.4 * Fy * Ashear = 0.4 * 55000 psi * 0.1507in ^2 = 3,315 lb Bearing Capacity of Pin tcol= 0.090 in Omega= 2.22 Fu= 65,000 psi a= 2.22 Pbearing= alpha * Fu * diam * tcol /Omega = 2.22 * 65000 psi * 0.438 in * 0.09 in/2.22 = 2,562 lb < 3315 lb Moment Capacity of Bracket Edge Distance =E= 1.00 in Pin Spacing= 2.0 in Fy= 55,000 psi C. P1 +P2 +P3 tclip= 0.18 in = P1 +P1 *(2.5 "/4.5 ") +P1 *(0.5 "/4.5 ") = 1.667 * P1 Mcap= Sclip * Fbending = 0.127 inA3 * 0.66 * Fy = 4,610 in -lb Pclip= Mcap /(1.667 * d) = 4610.1 in-lb/(1.667 * 0.5 in) = 5,531 lb C *d= Mcap = 1.667 Thus, P1= 2,562 lb Mconn - allow= [P1 *4.5 " +P1 *(2.5 "/4.5 ") *2.5 " +P1 *(0.574.5 ") *0.51 = 2562 LB *[4.5 " +(2.5 "/4.5 ") *2.5 "+ (0.5 "/4.5 ") *0.51 = 15,230 in -lb > Mconn max, OK Sclip= 0.127 in ^3 d= E/2 = 0.50 in INTERLINE SEATTLE M-041812-2 TYPE F Pagaa- of 4/19/2012 S tr L,oncepts tural Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Transverse Brace Configuration: TYPE F Section Properties Diagonal Member= Hannibal 1 -1 /2x1- 1/2x16ga Area= 0.273 in ^2 r min= 0.496 in Fy= 55,000 psi K= 1.0 S2c= 1.92 Frame Dimensions -d -0.25 Horizontal Member= Hannibal 1 -1 /2x1- 1 /2x16ga Area= 0.273 inA2 r min= 0.496 in Fy= 55,000 psi 1.500 K= 1.0 -J 0.25 1.500 Bottom Panel Height =H= 42.0 in Frame Depth =D= 42.0 in Column Width =B= 3.0 in Diagonal Member Clear Depth= D -B *2= 36.0 in X Brace= NO Critical load case RMI Sec 2.1, item 4: (1 +0.11Sds)DL + (1 +0.145DS)PL *0.75 +EL *0.75 <= 1.0, ASD Method, DL =PL= 0 for upright brace members Vb= Vtransv= 1,947 lb Ldiag= [(D- B *2) ^2 + (H- 6 ") ^2] ^1/2 = 50.9 in Pmax= V *(Ldiag /D) * 0.75 = 1,770 lb Pn= AREA *Fn = 0.273 in ^2 * 27657 psi = 7,550 lb Pallow= Pn/Q = 7550 lb /1.92 = 3,932 lb Pn /Pallow= Horizontal brace 0.45 <= 1.0 OK (kl /r)= (k * Ldiag) /r min = (1 x 50.9 in /0.496 in ) = 102.6 in Fe= pi^2 *E /(kl /r) ^2 = 27,658 psi SINCE Fe >Fy /2, Fn= Fy *(1 -fy /4fe) = 27,657 psi Tvoical Panel �4rAouratism Check End Weld Lweld= 2.5 in Fu= 65 ksi tmin= 0.060 in Weld Capacity= 0.75 * tmin * L* Fu /2.5 = 2,925 lb OK Pmax =V= 1,460 lb (kl /r)= (k * Lhoriz) /r min = (1 x 42 in) /0.496 in = 84.7 in SINCE Fe >Fy /2, Fn= Fy *(1 -fy /4fe) = 36,366 psi Pn/ Pallow= 0.38 <= 1.0 OK Fe= pi ^2 *E /(kl /r) ^2 Fy /2= 27,500 psi = 40,584 psi Pn= AREA *Fn = 0.273in ^2 *36366 psi = 9,928 lb Pallow= Pn /Qc = 9928 lb /1.92 = 5,171 lb INTERLINE SEATTLE M-0418 I 2 -2 TYPE F Pat:) of 5U 4/19/2012 Str tural Joncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Single Row Frame Overturning Configuration: TYPE F Loads Load case per RMI Sec 2.1, item 3: (0.6- 0.11Sds)DL + (0.6- 0.14Sds)PLapp *0.75 - EL *0.75 Vtrans =V= 1,947 lb DEAD LOAD PER UPRIGHT =DL= 400 lb PL PER UPRIGHT =PL= 18,000 lb PLapp =PL *0.67= 12,060 lb 1st =(0. 497337 *DL +0.469338 *PLapp *0.75)= 4,444 lb PL @ TOP= 4,500 lb DL /Lvl= 100 lb L-(Fi *hi)= 362,142 in -lb Total Dead Load per Bay =DL= 400 lb Load Case 1: Fully Loaded rack (0.6- 0.11Sds)= 0.4973 (0.6- 0.14Sds)= 0.4693 Frame Depth =D= 42.0 in Htop- Iv1 =H= 216.0 in # Levels= 4 # Anchors /Base= 4 h= 240.0 in hp= 48.0 in hp Tt h If D SIDE ELEVATION Vtrans= 1,947 lb Movt= 1:(Fi *hi) *0.75 = 271,607 in -lb Load Case 2: Top Level Loaded Only Mst= Wst * D/2 = 4444 lb * 42 in /2 = 93,324 in -lb T= (Movt-Mst) /D = (271607 in -lb - 93324 in-lb)/42 in = 4,245 lb Net Uplift per column 63ltical Level= 4 V1 =Vtop= Cs * Ip * Ws = 0.1563 * (4500 lb) = 703 lb V2=VDL= Cs *Ip *DL = 62 lb Mst= (0.497337 *DL +0.469338 *PL *0.75) * D/2 = (100 lb*4 * 0.497337 + 4500 Ib *0.469338 *0.75) *42 in /2 = 37,442 in -lb Anchor Partially Fixed Base h= 240.0 in Movt= [V1 *h + V2 * H /2] *0.75 = [703 Ib *240 in +62 lb*216 in /2] *0.75 = 131,562 in -lb T= (Movt- Mst) /D = (131562 in -lb - 37442 in-lb)/42 in 2,2411b Net Uplift per column Check (4) 0.5" x 3.25" Embed HILTI KWIKBOLT TZ anchor(s) per base plate. Special inspection is required per ESR 1917. Fully Loaded: Top Level Loaded: Pullout Capacity =Tcap= 2,386 lb Shear Capacity=Vcap= 2,839 lb Tcap *Phi= 2,386 lb Vcap *Phi= 2,839 lb (1061 lb/2386 Ib) ^1 + (243 lb/2839 Ib) ^1 = (560 lb/2386 1b)^1 + (88 lb/2839 Ib) ^1 = L.A. City Jurisdiction? NO Phi= 1 0.53 <= 1.2 OK 0.27 <= 1.2 OK INTERLINE SEATTLE M-041812-2 TYPE F P�c of 5(-0 4/19/2012 Str tural oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Base Plate Configuration: TYPE F Section Baseplate= 8x8x3/8 Eff Width =W = 6.50 in a = 2.25 in Eff Depth =D = 6.50 in Anchor c.c. =2 *a =d = 4.50 in Column Width =b = 3.00 in N =# Anchor /Base= 4 Column Depth =dc = 3.00 in Fy = 36,000 psi L= 1.75 in Plate Thickness =t = 0.375 in Downaisle Elevation Down Aisle Loads Critical load case RMI Sec 2.1, item 4: (1 +0.11Sds)DL + (1 +0.14SDS)PL *0.75 +EL *0.75 <= 1.0, ASD Method COLUMN DL= 200 lb COLUMN PL= 9,000 lb Base Moment= 5,000 in -lb 0.11Sds= 0.102663 0.14Sds= 0.130662 Axial =P= (1.102663 *200 Ib) +(1.130662 *9000 Ib *0.75) = 7,853 lb Mb= Base Moment *0.75 = 5000 in -lb * O. = 3,750 in -lb Effec. Effec. E Axial Load P = 7,853 lb Mbase =Mb = 3,750 in -lb Axial stress =fa = P/A = P /(D *W) = 186 psi Moment Stress =fb = M/S = 6 *Mb /[(D *B ^2] = 81.9 psi Moment Stress =fbl = fb -fb2 = 37.8 psi M3 = (1 /2) *fb2 *L *(2/3) *L = (1 /3) *fb2 *LI 2 = 45 in -lb S -plate = (1)(t ^2)/6 = 0.023 in ^3 /in fb /Fb = Mtotal /[(S- plate)(Fb)] 0.61 OK Tanchor = (Mb- (PLapp *0.75 *0.46)(a)) /[(d) *N /2] = -694 lb No Tension Cross Aisle Loads M1= Moment Stress =fb2 = M2= Mtotal = Fb = F'p= Tallow= Cdtka /bed tau RMI S, 24 /Km4- (1.0IJ5de10[+(1 +0145D5114 •075...E1.0 75 1O ASD McMOd wL ^2/2= fa *L ^2/2 285 in -lb 2 * fb * L/W 44.1 psi fb1 *L ^2)/2 58 in -lb M1 +M2 +M3 388 in -lb /in 0.75 *Fy 27,000 psi 0.7 *F'c 2,100 psi OK 2,386 lb OK Pstatic= 7,853 lb Movt *0.75= 271,607 in -lb Frame Depth= 42.0 in P= Pstatic +Pseismic= 14,319 lb b = Column Depth= 3.00 in L =Base Plate Depth -Col Depth= 1.75 in fa = P/A = P /(D *W) = 339 psi Sbase /in = (1)(t ^2)16 = 0.023 inA3 /in fb /Fb = M /[(S- plate)(Fb)] 0.82 OK INTERLINE SEATTLE M -04 181 2 -2 TYPE F Pseismic= Movt /Frame Depth = 6,467 lb M= wL ^2/2= fa *L^2/2 = 519 in -lb /in Fbase = 0.75 *Fy = 27,000 psi Check uplift load on Baseplate PF heck uplift forces on baseplate with 2 or more anchors per RMI 7.2.2. hen the base plate configuration consists of two anchor bolts located on either side f the column and a net uplift force exists, the minimum base plate thickness hall be determined based on a design bending moment in the plate equal to the uplift force on one anchor times 1/2 the distance from he centerline of the anchor to the nearest edge of the rack column" Ta Elevation Uplift per Column= 4,245 lb Qty Anchor per BP= 4 Net Tension per anchor =Ta= 1,061 lb c= 1.75 in Mu= Moment on Baseplate due to uplift= Ta *c /2 = 929 in -lb Splate= 0.152 in ^3 [fb /Fb] *0.75= 0.169 OK 4/19/2012 Str tural • Loncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Slab on Grade 75 Configuration: TYPE F IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII611IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Base Plate Effec. Baseplate width =B= 6.50 in Effec. Baseplate Depth =D= 6.50 in Column Loads width =a= 3.0C in depth =b= 3.00 in Down Aisle Baseolate Plan View Cross Aisle Concrete fc= 3,000 psi tslab =t= 6.5 in teff= 6.5 in phi =0= 0.6 Soil fsoil= 2,000 psf Movt= 271,606 in -lb Frame depth= 42.0 in Sds= 0.933 0.2 *Sds= 0.187 midway dist face of column to edge of plate =c= 4.75 in midway dist face of column to edge of plate =e= 475 in DEAD LOAD=DL= PRODUCT LOAD =PL= P-seismic= EL= Puncture 200 lb per column unfactored ASD load 9,000 lb per column unfactored ASD load (Movt/Frame depth) 6,466 lb per column unfactored ASD load Load Case 1) (1.2 +0.2Sds *DL) + (0.85 +0.2Sds *PL) + 1.5 *EL RMI SEC 2.2 EQTN 5 = 1.38666 *200 lb + 1.03666 *9000 lb + 1.5 *6466 lb = 19,306 lb Load Case 2) (0.9- 0.2Sds)DL + (0.9- 0.2Sds) *PLapp + 1.5EL RMI SEC 2.2 EQTN 6 = (0.71334 *200 lb) + (0.71334 *6030 Ib) + (1.5 *6466 Ib) = 14,143 lb Load Case 3) 1.2 *DL + 1.4 *PL RMI SEC 2.2 EQTN 2 = 1.2 *200 lb + 1.4 *9000 lb = 12,840 lb Effective Column Load =Pu= 19,306 lb per column Apunct= [(c +t) +(e +t)] *2 *t = 292.50 in ^2 Slab Bending Fpunct= 2.66 *phi *sgrt(fc) = 87.4 psi fv /Fv= Pu /(Apunct *Fpunct) = 0.755 < 1 OK Pse= DL +PL +E= 19,306 lb Asoil= (Pse *144) /(fsoil) = 1,390 in ^2 x= (L-y) /2 = 9.8 in Fb= 5 *(phi) *(fc) ^0.5 = 164.32 psi L= (Asoil) ^0.5 = 37.28 in M= w *x ^2/2 = (fsoil *x ^2)/(144 *2) = 662.4 in -lb y= (c *e) ^0.5 + 2 *t = 17.8 in S -slab= 1 *teff^2 /6 = 7.04 in ^3 fb /Fb= M /(S- slab *Fb) = 0.572 < 1, OK INTERLINE SEATTLE M-041812-2 TYPE Pagdf9of 5 `-v 4/19/2012 Str tural oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632 7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Configuration & Summary: TYPE E Y 52" 216" I` 56" 108" L 96" 216" 18" 18" 42" 42" 42" 42" r 42" * *RACK COLUMN REACTIONS ASD LOADS AXIAL DL= 150 lb AXIAL LL= 6,750 lb SEISMIC AXIAL Ps = +/- 5,182 /b BASE MOMENT = 5,000 in -lb Bas Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Frame Type Ss =1.4, Fa =1 3 42 in 216.0 in 6 96 in Single Row Component Description STRESS Column Fy =55 ksi Hannibal IF3013- 3x3x13ga P =4600 Ib, M =5516 in -lb 0.38 -0K Column & Backer To Level 1 Hannibal IF3013 -3013 - 3x3x13ga /3x3x13ga p= 6900 Ib, M= 21565 in -lb 0.89 -0K Beam Fy =55 ksi HMH 36140/3.75" Face x 0.075" thk Lu =96 in Capacity: 5248 lb/pr 0.86 -0K Beam Connector Fy =55 ksi Lvl 1: 3 pin OK [ Mconn =6578 in -lb Mcap =15230 in -lb 0.43 -0K Brace - Horizontal- Fy =55 ksi Hannibal 1 -1 /2x1- 1 /2x16ga 0.28 -0K Brace - Diagonal Fy =55 ksi Hannibal 1 -1 /2x1- 1 /2xl6ga 0.34 -0K Base Plate Fy =36 ksi 8x8x3/8 I Fixity= 5000 in -lb 0.63 -0K Anchor 4 per Base 0.5" x 3.25" Embed HILTI KWIKBOLT T2 ESR 1917 Inspection Reqd (Net Seismic Uplift =3516 Ib) 0.358 - OK Slab & Soil 6.5" thk x 3000 psi slab on grade. 2000 psf Soil Bearing Pressure 0.S5 -0K Level Load Per Level . Beam Spcg Brace Story Force Transv Story Force Longit. Column Axial Column Moment Conn. Moment Beam Connector 1 4,500 lb 108.0 in 42.0 in 323 lb 112 lb 6,900 lb 21,565 "# 13,573 "# 3 pin OK 2 3 4,500 lb 56.0 in 4,500 lb 52.0 in 42.0 in 42.0 in 42.0 in 18.0 in 18.0 in 491 lb 170 lb 4,600 lb 5,516 "# 6,578 "# 3 pin OK 647 lb 224 lb 2,300 lb 2,912 "# 4,510 "# 3 pin OK Total: 1,461 lb 506 lb Notes 1#36140 BEAM LEVELS 1 -3 INTERLINE SEATTLE M-0418 12 -2 TYPE E Pa63.7.1 of 4/19/2012 Str tural �oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Seismic Forces Configuration: TYPE E Lateral analysis is performed with regard to the 2009 IBC Sec. 2208.1, 2008 RMI /ANSI MH 16.1 Sec 2.6 & ASCE 7 -05 sec 15.5.3 Transverse (Cross Aisle) Seismic Load V= Cs *Ip *Ws =Cs *Ip *(0.67 *LL *PLrf +DL) Cs1= Cs2= [Sds /R] * 0.67 0.1563 0.044 *Sds *0.67 0.0275 Cs3= [0.5 *S1 /R] * 0.67 = 0.0401 Cs -max= 0.1563 0 . 6 7 fact prRHr commentary Sec21a Set 21 Limit States RecluVan for ASOOng Base Shear Coeff =Cs= 0.1563 ASD Format Loads Cs -max * Ip= 0.1563 Vmin= 0.015 Eff Base Shear =Cs= 0.1563 WS= (0.67 *PL,L * PL) +DL = 9,345 lb Level PRODUC LOAD/LVL,PL PL *0.67 *PLrf 1 4,500 lb 3,015 lb 2 4,500 lb 3,015 lb 3 4,500 lb 3,015 lb Vt Transverse Elevation Vtransv =Vt= 0.1563 * (300 lb + 9045 Ib) EL= 1,461 lb ASD Level Transverse seismic shear per upright DL 100 lb 100 lb 100 lb hi 108 in 164 in 216 in wi *hi 336,420 510,860 672,840 Ss= 1.400 S1= 0.479 Fa= 1.000 Fv= 1.521 Sds= 2 /3 *Ss *Fa= 0.933 Sd1= 2 /3 *S1 *Fv= 0.486 Ca= 0.4 *2 /3 *Ss *Fa= 0.3733 (Transverse, Braced Frame Dir.) R. 4.0 Ip= 1.0 PLRF1= 1.0 Pallet Height =hp= 48.0 in DL per Beam Lvl= 100 lb Fi Fi *(hi +hp /2) 323.3 lb 42,676 -# 491.0 lb 92,308 -# 646.7 lb 155,208 -# sum: 13,500 lb 9,045 lb Longitudinal (Downaisle) Seismic [Similarly for longitudinal seismic loads, using R =6.0 Cs1= Sd1 /(T *R)= 0.0542 Cs2= 0.0275 Cs3= 0.0267 Cs -max= 0.0542 Level 1 2 3 sum: PRODUC LOAD /LVL,PL 4,500 lb 4,500 lb 4,500 lb 300 lb W =9345 lb 1,520,120 1,461 lb F= 290,192 Ws= (0.67 * PLRF2 * PL) + DL PLR F2= = 9,345 lb (Longitudinal, Unbraced Dir.) R= Cs =Cs- max *Ip = 0.0542 T= 1.0 IIIIIII I ` 1 MEI 6.0-_�l 4` 1.00 sec Vlong= 0.0542 * (300 lb + 9045 Ib) EL= 506 lb ASD Level Longit. seismic shear per upright ! PL *0.67 *PLrf 3,015 lb 3,015 lb 3,015 lb DL 100 lb 100 lb 100 lb 9,045 lb 300 lb hi 108 in 164 in 216 in wi *hi 336,420 510,860 672,840 W =9345 lb 1,520,120 Fi 112.0 lb 170.0 lb 224.0 lb 506 lb Front view INTERLINE SEATTLE M -04181 2 -2 TYPE E Pa g of 4/19/2012 Str tural Lioncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632,7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Downaisle Seismic Loads Configuration: TYPE E Determine the story moments by applying portal analysis. The base plate is assumed to provide partial fixity. Seismic Story Forces Vlong= 506 lb Vcol= Vlong /2= 253 lb F1= 112 lb F2= 170 lb F3= 224 lb Seismic Story Moments Typical frame made Tributary area of two columns of rack frame N, ;I4 I ' -4 I '_4 96 Front View Conceptual System $idew Typical Frame made of two columns Tog View Mbase -max= 5,000 in -lb <=== Default capacity Mbase -v= (Vcol *hleff) /2 = 13,283 in -lb <__= Moment going to base Mbase -eff= Minimum of Mbase -max and Mbase -v = 5,000 in -lb M 1 -1= [Vcol * hleff]- Mbase -eff M 2 -2= [Vcol- (F1) /2] * h2 = (253 lb * 105 in) -5000 in -lb = [253 lb - 85 Ib] *56 in /2 = 21,565 in -lb = 5,516 in -lb hl -eff= h1 - beam clip height/2 = 105 in Vcol Mseis= (Mupper +Mlower) /2 Mseis(1 -1)= (21565 in -lb + 5516 in-lb)/2 Mseis(2 -2)= (5516 in -lb + 2912 in -lb) /2 = 13,541 in -lb = 4,214 in -lb Summary of Forces Beam to Column Elevation LEVEL 1 2 3 hi Axial Load Column Moment Mseismic Mend -fixity Mconn ** Beam Connector 108 in 6,900 lb 21,565 in -lb 13,541 in -lb 4,557 in -lb 13,573 in -lb 3 pin OK 56 in 4,600 lb 5,516 in -lb 4,214 in -lb 4,557 in -lb 6,578 in -lb 3 pin OK 52 in 2,300 lb 2,912 in -lb 1,456 in -lb 4,557 in -lb 4,510 in-lb 3 pin OK Mconn= (Mseismic + Mend -fixity) *0.75 Mconn- allow(3 Pin)= 15,230 in -lb INTERLINE SEATTLE M -04181 2 -2 TYPE E Pa9 of S\-C 4/1 9/20 12 Str tural ''oncepts 9 n ineerin 9 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Column (Longitudinal Loads) Configuration: TYPE E Conforms to the requirements of Chapter C5 of the AISI Cold Formed Steel Design Manual for combined bending and axial loads. Section Properties Section: Hannibal IF3013 -3013 - 3x3x13ga /3x3x13ga Aeff = 1.651 in ^2 Iy = 5.177 in ^4 Ix = 2.726 in ^4 Sy = 1.720 in ^3 Sx = 1.817 in ^3 ry = 1.771 in rx = 1.285 in Fy= 55 ksi 52f= 1.67 Cmx= 0.85 E= 29,500 ksi Loads Considers loads at level 1 Critical load case RMI Sec 2.1, item 4: (1 +0.115ds)DL + (1 +0.14SDS)PL *0.75 +EL *0.75 <= 1.0, ASD Methoc COLUMN DL= 150 lb COLUMN PL= 6,750 lb Mcol= 21,565 in -lb 0.11Sds= 0.102663 0.14Sds= 0.130662 Axial Analysis Kx = 1.7 Lx = 106.1 in Ky = 1.0 Ly = 42.0 in Cb= 1.0 h3.000 in 0.750 in Axial =p= (1.102663'1501b) +(1.130662 *67501b•0.75) Moment =Mx= Mcol *0.75 = 5,889 lb = 21565 in -lb * 0.75 = 16,174 in -lb KxLx /rx = 1.7 *106.13 "/1.2851" = 140.4 Fe= n ^2E /(KL /r)max ^2 = 14.8ksi Pn= Aeff*Fn = 24,388 lb P /Pa= 0.46 > 0.15 Bending Analysis KyLy /ry = 1 *42 "/1.771" = 23.7 Fy /2= 27.5 ksi S2c= 1.92 Fe < Fy /2 Fn= Fe = n ^2E /(KL/r)max ^2 = 14.8 ksi Pa= Pn /S2c = 24388 lb/1.92 = 12,702 lb CHECK: P /Pa + (Cmx *Mx) /(Max *px) <_ 1.0 P /Pao + Mx /Max <_ 1.0 Pno= Ae *Fy = 1.651 in ^2 *55000 psi = 90,805 lb Max= My /S2f = 99935 in -lb /1.67 = 59,841 in -lb px= {1 /[1- (52c *P /Pcr)] } ^ -1 = {1 /[1- (1.92 *5889 lb/243821b)]}^-1 = 0.54 Combined Stresses Pao= Pno /S2c = 908051b/1.92 = 47,294 lb Myield =My= Sx *Fy = 1.817 in ^3 * 55000 psi = 99,935 in -lb Pcr= n ^2EI /(KL)max ^2 = n ^2 *29500 ksi /(1.7 *106.13 in) ^2 = 24,382 lb (5889 lb/12702 Ib) + (0.85 *16174 in-lb)/(59841 in -Ib *0.54) = (5889 lb/47294 Ib) + (16174 in- lb/59841 in -Ib) = 0.89 < 1.0, OK 0.39 < 1.0, OK (EQ C5 -1) (EQ C5 -2) INTERLINE SEATTLE M -04181 2 -2 TYPE E Page O of 4/19/2012 Str tural oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714,632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Column (Longitudinal Loads) Configuration: TYPE E Conforms to the requirements of Chapter CS of the AISI Cold Formed Steel Design Manual for combined bending and axial loads. Section Properties Loads Section: Hannibal IF3013- 3x3x13ga Aeff = 0.757 in ^2 Ix = 1.320 in ^4 Sx = 0.879 in ^3 rx = 1.320 in (2f= 1.67 E= 29,500 ksi Considers loads at level 2 Iy = 0.871 inA4 Sy = 0.574 in ^3 Ty = 1.080 in Fy= 55 ksi Cmx= 0.85 Kx = 1.7 Lx = 54.1 in Ky = 1.0 Ly = 42.0 in Cb= 1.0 3.000 in i I 1 L_ 10.090 x 1 0.75 in 3.000 in COLUMN DL= 100 lb COLUMN PL= 4,500 lb Mcol= 5,516 in -lb 0.11Sds= 0.102663 0.14Sds= 0.130662 Axial Analysis Critical load case RMI Sec 2.1, item 4: (1 +0.1lSds)DL + (1 +0.145D5)PL *0.75 +EL *0.75 <= 1.0, ASD Method Axial Load= p= (1.102663 *100 Ib) +(1.130662 *4500Ib *0.75) = 3,926 lb Moment =Mx= Mcol *0.75 = 5516 in -lb * 0.75 = 4,137 in -lb KxLx /rx = 1.7 *54.13 "/1.3196" KyLy /ry = 1 *42 "/1.08" = 69.7 = 38.9 Fe= n ^2E /(KL /r)max ^2 = 59.9ksi Pn= Aeff*Fn = 32,073 lb P /Pa= 0.24 > 0.15 Bending Analysis Fy /2= 27.5 ksi 4c= 1.92 Fe > Fy /2 Fn= Fy(1- Fy /4Fe) = 55 ksi *[1 -55 ksi /(4 *59.9 ksi)] = 42.4 ksi Pa= Pn/Qc = 32073 lb /1.92 = 16,705 lb Check: P /Pa + (Cmx *Mx) /(Max *px) <_ 1.0 P /Pao + Mx /Max <_ 1.0 Pno= Ae *Fy = 0.757 in ^2 *55000 psi = 41,635 lb Max= My /4f = 48345 in- lb/1.67 = 28,949 in -lb px= {1 /[1 -(4c *P /Pcr)] } ^ -1 = {1/[1-(1.929926 lb/453861b)]}^-1 = 0.83 Combined Stresses Pao= Pno/Qc = 416351b/1.92 = 21,685 lb Myield =My= Sx *Fy = 0.879 in ^3 * 55000 psi = 48,345 in -lb Pcr= n ^2EI /(KL)max ^2 = n ^2 *29500 ksi /(1.7 *54.13 in) ^2 = 45,386 lb (3926 lb /16705 Ib) + (0.85 *4137 in-lb)/(28949 in -Ib *0.83) = (3926 lb/21685 Ib) + (4137 in- lb/28949 in -Ib) = 0.38 < 1.0, OK (EQ C5 -1) 0.32 < 1.0, OK (EQ C5 -2) INTERLINE SEATTLE M- 041812 -2 TYPE E Page 3 of ` r 4/19/2012 Str tural on is Mngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project:INTERLINE SEATTLE 'Transverse Column Configuration: TYPE E Project #: M- 041812 -2 Section Properties Loads Load at level= 1 Section: Hannibal IF3013 -3013 - 3x3x13ga/3x3x13ga Aeff = 1.651 in ^2 Ix = 2.726 in ^4 Sx = 1.817 in ^3 rx = 1.285 in Qf= 1.67 E= 29,500 ksi Cb= 1.0 Kx = 1.7 Ky = 1.0 Iy = 5.177 in ^4 Sy = 1.720 in ^3 Ty = 1.771 in Fy= 55 ksi Cmx= 0.85 width= 3.000 in depthl= 3.000 in thickl= 0.090 in Lx = 106.1 in Ly= 42.0 in Critical load case RMI Sec 2.1, item 4: (1 +0.115ds)DL 0.750 in Transverse Elevation + (1 +0.145D5)PL *0.75 +EL *0.75 <= 1.0, A5D Method COLUMN DL= COLUMN PL= 0.11Sds= 0.14Sds= Movt= Frame Depth= Seismic Axial =Pv= Axial Analysis 150 lb 6,750 lb 0.102663 0.130662 290,192 in -lb 42 in [Movt/d] * 0.75 5,182 lb Axial =P= (1.102663 *150 Ib) +(1.130662 *6750 lb*0.75) + (5182 lb * 0.75) = 9,776 lb KXLx /rx = 1.7 *106.125 "11.2851" = 140.4 Fe= n ^2E /(KL/r)max ^2 = 14.8ksi Pn= Aeff *Fn = 24,390 lb P /Pa= 0.77 > 0.15 Bending Analysis KyLy /ry = 1 *42 "/1.771" = 23.7 Fy /2= 27.5 ksi Qc= 1.92 Fe < Fy /2 Fn= Fe = n ^2E /(KL /r)max ^2 = 14.8 ksi Pa= Pn/Qc = 24390 lb/1.92 = 12,703 lb Check: P /Pa + (Cmy *My) /(May *py) <_ 1.0 P /Pao + My /May <_ 1.0 Pno= Ae *Fy = 1.651 in ^2 *55000 psi = 90,805 lb May= My /4f = 94600 in -lb /1.67 = 56,647 in -lb px= {1 /[1 -(4c *P /Pcr)] } ^ -1 = {1 /[1- (1.92 *97761b /243851b)] } ^ -1 = 0.23 Combined Stresses Pao= Pno /4c = 908051b/1.92 = 47,294 lb Myield =My= Sy *Fy = 1.72 in ^3 * 55000 psi = 94,600 in -lb Pcr= n ^2EI /(KL)max ^2 = nA2*29500 ksi /(1.7 *106.125 in) ^2 = 24,385 lb (9776 Ib/12703 Ib) + (0.85 *0 in-lb)/(56647 in -Ib *0.23) = (9776 lb/47294 Ib) + (0 in- lb/56647 in -Ib) = 0.77 < 1.0, OK 0.21 < 1.0, OK (EQ C5 -1) (EQ C5 -2) Page ,Dr" of S t tural r b# on is ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 BEAM Configuration: TYPE E DETERMINE ALLOWABLE MOMENT CAPACITY A) Check compression flange for local buckling (82.11 w= c - 2 *t -2 *r = 1.75 in - 2 *0.075 in - 2 *0.075 in = 1.450 in w /t= 19.33 1= lambda= [1.052/(k)^0.5] * (w /t) * (Fy /E) ^0.5 = [1.052/(4) 1'0.5] * 19.33 * (55/29500) ^0.5 = 0.439 < 0.673, Flange is fully effective B) check web for local buckling per section b2.3 fl(comp)= Fy *(y3 /y2)= 48.53 ksi f2(tension)= Fy *(y1 /y2)= 100.29 ksi Y= f2 /f1 Eq. B2.3 -5 = -2.067 k= 4 + 2 *(1 -Y) ^3 + 2 *(1 -Y) Eq. B2.3 -4 = 67.83 flat depth =w= yl +y3 = 3.450 in w /t= 46 OK 1= lambda= [1.052/(k)A0.5] * (w /t) * (fl /E) ^0.5 = [1.052/(67.83)1'0.5] * 3.45 * (48.53/29500)1'0.5 = 0.238 < 0.673 be =w= 3.450 in b2= be /2 b1= be(3 -Y) = 1.73 in = 0.681 bl +b2= 2.411 in > 1.125 in, Web is fully effective Determine effect of cold working on steel yield point (Fya) per section A7.2 Fya= C *Fyc + (1 -C) *Fy (EQ A7.2 -1) Lcorner =Lc= (p /2) * (r + t/2) 0.177 in C= 2 *Lc /(Lf +2 *Lc) Lflange- top =Lf= 1.450 in = 0.196 in m= 0.192 *(Fu /Fy) - 0.068 (EQ A7.2 -4) = 0.1590 Bc= 3.69 *(Fu /Fy) - 0.819 *(Fu /Fy) ^2 - 1.79 = 1.427 since fu /Fv= 1.18 < 1.2 and r /t= 1 < 7 OK then Fyc= Bc * Fy /(R/t)^m (EQ A7.2 -2) = 78.485 ksi Thus, Fya -top= 59.61 ksi (tension stress at top) Fya- bottom= Fya *Ycg /(depth -Ycg) = 115.71 ksi (tension stress at bottom) Check allowable tension stress for bottom flange Lflange- bot =Lfb= Lbottom - 2 *r * -2 *t = 2.450 in Cbottom =Cb= 2 *Lc /(Lfb +2 *Lc) = 0.126 Fy- bottom =Fyb= Cb *Fyc + (1- Cb) *Fyf = 57.97 ksi Fya= (Fya- top) *(Fyb /Fya- bottom) = 29.86 ksi if F= 0.95 Then F *Mn =F *Fya *Sx = 24.99 in -k Eq. B2.1 -4 Eq. 62.1 -1 Eq B2.3 -2 (EQ A7.2 -3) 33oi 3.750 in 2.75 in 1.75 in Beam= HMH 36140/3.75" Face x 0.075" thk depth Ix= Sx= Ycg= t= Bend Radius =r= Fy =Fyv= Fu =Fuv= E_ top flange =b= bottom flange= Web depth= tt(comp) 1.731 inA4 0.881 in ^3 2.475 in 0.075 in 0.075 in 55.00 ksi 65.00 ksi 29500 ksi 1.750 in 2.750 in 3.750 in Fy Ycg .I 2(tension) yl= Ycg -t -r= 2.325 in y2= depth -Ycg= 1.275 in y3= y2 -t -r= 1.125 in Str tural tdon is J engineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 BEAM Configuration: TYPE E RMI Section 5.2, PT II Section Beam= HMH 36140/3.75" Face x 0.075" thk Ix =Ib= 1.731 inA4 Sx= 0.881 in ^3 t= 0.075 in E= 29500 ksi Fy =Fyv= 55 ksi F= 150.0 Fu =Fuv= 65 ksi L= 96 in Fya= 59.6 ksi Bending Mcenter =F *Mn= W *L *W *Rm /8 W =LRFD Load Factor= 1.2 *DL + 1.4 *PL +1.4 *(0.125) *PL RMI 2.2, item 5 FOR DL =2% of PL, W= 1.599 Rm= 1 - [(2 *F *L) /(6 *E *Ib + 3 *F *L)] 1 - (2 *150 *96 in) /[(6 *29500 ksi *1.731 inA3)+(3*150*96 in)] = 0.918 if F= 0.95 Then F *Mn =F *Fya *Sx = 49.89 in -k Thus, allowable load per beam pair =W= F *Mn *8 *(# of beams) /(L *Rm *W) = 49.89 in -k * 8 * 2/(96in * 0.918 * 1.599) = 5,665 lb /pair Mend= W *L *(1 -Rm) /8 = (5665 lb /2) * 96 in * (1- 0.918)/8 = 2,787 in -lb Deflection 3.7501 2.75 in 1.75 in Dmax= Dss *Rd Rd= 1 - (4 *F *L) /(5 *F *L + 10 *E *Ib) = 1 - (4 *150 *96 in) /[(5 *150 *96 in) +(10 *29500 ksi *1.731 in ^4)] = 0.901 in if Dmax= L/180 and Dss= 5 *W *L ^3/(384 *E *Ib) L /180= 5 *W *L ^3 *Rd /(384 *E *Ib *# of beams) solving for W yields, W= 384 *E *I *2 /(180 *5 *L ^2 *Rd) = 384 *1.731 in ^4 *2/[180 *5 *(96 in) ^2 *0.901) = 5,248 lb /pair Allowable load= 5,248 lb /pair ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M -04 18I 2 -2 3 Pin Beam to Column Connection TYPE E I he beam end moments shown herein show the result or the maximum induced taxed end monents form seismic + static loads and the code mandated minimum value of 1.5 %(DL +PL) Mconn max= (Mseismic + Mend- tixity) *0.75 = 6,578 in -lb Load at level 2 Shear Capacity of Pin Connector Type= 3 Pin Pin Diam= 0.44 in Fy= 55,000 psi Ashear= (0.438 in) ^2 * Pi /4 = 0.1507 in ^2 Pshear= 0.4 * Fy * Ashear = 0.4 * 55000 psi * 0.1507in ^2 = 3,315 lb Bearing Capacity of Pin tcol= 0.090 in Fu= 65,000 psi Omega= 2.22 a= 2.22 Pbearing= alpha * Fu * diam * tcol /Omega = 2.22 * 65000 psi * 0.438 in * 0.09 in/2.22 = 2,562 lb < 3315 lb Moment Capacity of Bracket Edge Distance =E= 1.00 in Pin Spacing= 2.0 in Fy= 55,000 psi C= P1 +P2 +P3 tclip= 0.18 in = P1 +P1 *(2.5 "/4.5 ") +P1 *(0.5 "/4.5 ") = 1.667 * P1 Mcap= Sclip * Fbending = 0.127 in ^3 *0.66 *Fy = 4,610 in -lb Pclip= Mcap /(1.667 * d) = 4610.1 in-lb/(1.667 * 0.5 in) = 5,5311b C *d= Mcap = 1.667 Thus, P1= 2,562 lb Mconn - allow= [ P1* 4. 5"+ P1*( 2. 5"/ 4.5 ") *2.5 " +P1 *(0.5 "/4.5 ") *0.51 = 2562 LB *[4.5 " +(2.5 "/4.5 ") *2.5 "+ (0.5 "/4.5 ") *0.51 = 15,230 in -lb > Mconn max, OK Sclip= 0.127 in ^3 d= E/2 = 0.50 in INTERLINE SEATTLE M-04 I 8 12 -2 TYPE E VC Pag ` 4/19/20 12 Str tural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Transverse Brace Configuration: TYPE E Section Properties Diagonal Member= Hannibal 1 -1 /2x1- 1/2x16ga Horizontal Member= Hannibal 1- 1/2x1- 1/2x16ga Area= 0.273 in ^2 I .500 Area= 0.273 in ^2 r min= 0.496 in r min= 0.496 in Fy= 55,000 psi — Fy= 55,000 psi I 1.500 K= 1.0 Qc= 1.92 1 _ J -c 1 0.25 Frame Dimensions --0.25 Bottom Panel Height =H= 42.0 in Frame Depth =D= 42.0 in Column Width =B= 3.0 in Diagonal Member Clear Depth= D -B *2= 36.0 in X Brace= NO Critical load case RMI Sec 2.1, item 4: (1 +0.11 Sds)DL + (1 +0.145D5)PL *0.75 +EL *0.75 <= 1.0, A5D Method, DL =PL= 0 for upright brace members I D Vb= Vtransv= 1,461 lb -► Ldiag= [(D- B *2) ^2 + (H- 6 ") ^2] ^1/2 = 50.9 in Pmax= V *(Ldiag /D) * 0.75 = 1,328 lb Pn= AREA *Fn = 0.273 in ^2 * 27657 psi = 7,550 lb Pallow= Pn /4 = 7550 lb /1.92 = 3,932 lb Pn /Pallow= Horizontal brace 0.34 <= 1.0 OK SINCE Fe >Fy /2, Vb (kl /r)= (k * Ldiag) /r min = (1 x 50.9 in /0.496 in ) = 102.6 in Fe= pi ^2 *E /(kl /r) ^2 = 27,658 psi Fn= Fy *(1-fy /4fe) = 27,657 psi 3 "tyP Typical Panel Conflauration Check End Weld Lweld= 2.5 in Fu= 65 ksi tmin= 0.060 in Weld Capacity= 0.75 * tmin * L* Fu /2.5 = 2,925 lb OK Pmax =V= 1,096 lb (kl /r)= (k * Lhoriz) /r min = (1 x 42 in) /0.496 in = 84.7 in SINCE Fe >Fy /2, Fn= Fy *(1 -fy /4fe) = 36,366 psi Pn /Pallow= 0.28 <= 1.0 OK Fe= pi^2 *E /(kl /r) ^2 Fy /2= 27,500 psi = 40,584 psi Pn= AREA *Fn = 0.273in ^2 *36366 psi = 9,928 lb Pallow= Pn/Qc = 9928 lb /1.92 = 5,171 lb INTERLINE SEATTLE M-041812-2 TYPE E Pa>2 of 5 4/19/2012 Str tural kir oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7753 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Single Row Frame Overturning Configuration: TYPE E Loads Load case per RMI Sec 2.1, item 3: (0.6- 0.11Sds)DL + (0.6- 0.145ds)PLapp *0.75 - EL *0.75 Vtrans =V= 1,4611b DEAD LOAD PER UPRIGHT =DL= 300 lb PL PER UPRIGHT =PL= 13,500 lb PLapp =PL *0.67= 9,045 lb Ist =(0. 497337 *DL +0.469338 *PLapp *0.75)= 3,333 lb PL @ TOP= 4,500 lb DL /Lvl= 100 lb E(Fi *hi)= 290,192 in -lb Total Dead Load per Bay =DL= 300 lb Load Case 1: Fully Loaded rack (0.6- 0.11Sds)= 0.4973 (0.6- 0.14Sds)= 0.4693 Frame Depth =D= 42.0 in Htop- Iv1 =H= 216.0 in # Levels= 3 # Anchors /Base= 4 h= 240.0 in hp= 48.0 in I�D�I SIDE ELEVATION Vtrans= 1,461 lb Movt= E(Fi *hi) *0.75 = 217,644 in -lb Load Case 2: Top Level Loaded Only Mst= Wst * D/2 = 3333 lb * 42 in /2 = 69,993 in -lb T= (Movt- Mst) /D = (217644 in -lb - 69993 in-lb)/42 in = 3,516 lb Net Uplift per column Ctitical Level= 3 V1 =Vtop= Cs * Ip * Ws = 0.1563 * (4500 lb) = 703 lb V2=VDL= Cs *Ip *DL = 46 lb Mst= (0.497337 *DL +0.469338 *PL *0.75) * D/2 = (100 lb*3 * 0.497337 + 4500 lb*0.469338*0.75)*42 in /2 = 36,398 in -lb Anchor Partially Fixed Base h= 240.0 in Movt= [V1 *h + V2 * H /2] *0.75 = [703 lb*240 in +46 lb*216 in /2] *0.75 = 130,266 in -lb T= (Movt- Mst) /D _ (130266 in -lb - 36398 in-lb)/42 in = 2,235 lb Net Uplift per column Check (4) 0.5" x 3.25" Embed HILTI KWIKBOLT TZ anchor(s) per base plate. Special inspection is required per ESR 1917. Fully Loaded: Top Level Loaded: Pullout Capacity=Tcap= 2,386 lb Shear Capacity=Vcap= 2,839 lb Tcap *Phi= 2,386 lb Vcap *Phi= 2,839 lb (879 Ib/2386 Ib) ^1 + (183 lb/2839 Ib) ^1 = (559 Ib/2386 Ib) ^1 + (88 lb/2839 Ib) ^1 = L.A. City Jurisdiction? NO Phi= 1 0.43 <= 1.2 OK 0.27 <= 1.2 OK INTERLINE SEATTLE M -04181 2 -2 TYPE E Pagee1 of ✓ C-1' 4/19/2012 Str tural kir oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Base Plate Configuration: TYPE E Project #: M- 041812 -2 Section Baseplate= 8x8x3/8 Eff Width =W = 6.50 in Eff Depth =D = 6.50 in Column Width =b = 3.00 in Column Depth =dc = 3.00 in L = 1.75 in Plate Thickness =t = 0.375 in Down Aisle Loads Critical load case RMI Sec 2.1, item 4: (1 +0.11Sds)DL + (1 +0.14SDS)PL *0.75 +EL *0.75 <= 1.0, ASD Method a = 2.25 in Anchor c.c. =2 *a =d = 4.50 in N =# Anchor /Base= 4 Fy = 36,000 psi Downaisle Elevation COLUMN DL= 150 lb COLUMN PL= 6,750 lb Base Moment= 5,000 in -lb 0.11Sds= 0.102663 0.14Sds= 0.130662 Axial =P= (1.102663*150 Ib)+(1.130662*6750 Ib *0.75) = 5,889 lb Mb= Base Moment *0.75 = 5000 in -lb * 0. = 3,750 in -lb Effec. Effec. E Axial Load P = 5,889 lb Mbase =Mb = 3,750 in -lb Axial stress =fa = P/A = P /(D *W) = 139 psi Moment Stress =fb = M/S = 6 *Mb /[(D *B ^2] = 81.9 psi Moment Stress =fbl = fb -fb2 = 37.8 psi M3 = (1 /2) *fb2 *L *(2/3) *L = (1 /3) *fb2 *L ^2 = 45 in -lb S -plate = (1)(t ^2)/6 = 0.023 inA3/in fb /Fb = Mtotal/[(S- plate)(Fb)] 0.50 OK Tanchor = (Mb- (PLapp *0.75 *0.46)(a)) /[(d) *N /2] = -417 lb No Tension aitcal load care RMI Sec 2.1, item 4: (1 ,0.ilSd )DL + (1+0.14505)01'0 75 +EL '075 <= 1.0, A50 Method M1= wL ^2/2= fa *L ^2/2 = 213 in -lb Moment Stress =fb2 = 2 * fb * L/W = 44.1 psi M2= fb1 *L ^2)/2 = 58 in -lb Mtotal = M1 +M2 +M3 = 316 in -lb /in Fb = 0.75 *Fy = 27,000 psi F'p= 0.7 *F'c = 2,100 psi OK Tallow= 2,386 lb Cross Aisle Loads Pstatic= 5,889 lb Movt *0.75= 217,644 in -lb Frame Depth= 42.0 in P= Pstatic +Pseismic = 11,071 lb b = Column Depth= 6.00 in L =Base Plate Depth -Col Depth= 1.75 in fa = P/A = P /(D *W) = 262 psi Sbase /in = (1)(t ^2)/6 = 0.023 inA3/in fb /Fb = M /[(S- plate)(Fb)] 0.63 INTERLINE SEATTLE M-041812-2 TYPE E OK Pseismic= Movt/Frame Depth = 5,182 lb M= wL ^2/2= fa *L ^2/2 = 401 in -lb /in Fbase = 0.75 *Fy = 27,000 psi OK Check uplift load on Baseplate Pf Check uplift forces on baseplate with 2 or more anchors per RMI 7.2.2. When the base plate configuration consists of two anchor bolts located on either side f the column and a net uplift force exists, the minimum base plate thickness hall be determined based on a design bending moment in the plate equal o the uplift force on one anchor times 1/2 the distance from he centerline of the anchor to the nearest edge of the rack column" T To Elevation Uplift per Column= 3,516 lb Qty Anchor per BP= 4 Net Tension per anchor =Ta= 879 lb c= 1.75 in Mu= Moment on Baseplate due to uplift= Ta *c /2 = 769 in -lb Splate= 0.152 inA3 OK F38e✓J 6f � [fb /Fb] *0.75= 0.14 4/19/2012 Str tural oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Slab on Grade 75 Configuration: TYPE E IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Base Plate Effec. Baseplate width =B= 6.50 in Effec. Baseplate Depth =D= 6.50 in Column Loads width =a= 3.00 in depth =b= 6.00 in Baseplate Plan View Concrete fc= 3,000 psi tslab =t= 6.5 in teff= 6.5 in phi =0= 0.6 Soil fsoil= 2,000 psf Movt= 217,644 in -lb Frame depth= 42.0 in Sds= 0.933 0.2 *Sds= 0.187 midway dist face of column to edge of plate =c= 4.75 in midway dist face of column to edge of plate =e= 6.25 in DEAD LOAD= DL= PRODUCT LOAD =PL= P- seismic =EL= Puncture 150 lb per column unfactored ASD load 6,750 lb per column unfactored ASD load (Movt/Frame depth) 5,182 lb per column unfactored ASD load Load Case 1) (1.2 +0.2Sds *DL) + (0.85 +0.2Sds *PL) + 1.5 *EL RMI SEC 2.2 EQTN S = 1.38666 *150 lb + 1.03666 *6750 lb + 1.5 *5182 lb = 14,978 lb Load Case 2) (0.9- 0.2Sds)DL + (0.9- 0.2Sds) *PLapp + 1.5EL RMI SEC 2.2 EQTN 6 = (0.71334 *150 Ib) + (0.71334 *4522.5 Ib) + (1.5 *5182 Ib) = 11,106 lb Load Case 3) 1.2 *DL + 1.4 *PL RMI SEC 2.2 EQTN 2 = 1.2 *150 lb + 1.4 *6750 lb = 9,630 lb Effective Column Load =Pu= 14,978 lb per column Apunct= [(c +t) +(e +t)] *2 *t = 312.0 in ^2 Slab Bending Fpunct= 2.66 *phi *sqrt(fc) = 87.4 psi fv /Fv= Pu /(Apunct *Fpunct) = 0.549 < 1 OK Pse= DL +PL +E= 14,978 lb Asoil= (Pse* 144) /(fsoil) = 1,078 in ^2 x= (L-y) /2 = 7.2 in Fb= 5 *(phi) *(fc) ^0.5 = 164.32 psi L= (Asoil) ^0.5 = 32.83 in M= w *x ^2/2 = (fsoil *x ^2)/(144 *2) = 359.2 in -lb y= (c *e) ^0.5 + 2 *t = 18.4 in S -slab= 1 *teff ^2/6 = 7.04 in ^3 fb /Fb= M /(S- slab *Fb) = 0.310 <1,OK INTERLINE SEATTLE M- 041812 -2 TYPE E Pag o�t 4119/2012 Str tural oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Configuration & Summary: TYPE C 40" 38" 22" 22" 216" 22" 22" 22" 22" 6" 96" 216" 18" 4 18" 42" e 42" e 42" e 42" 48 "-A' * *RACK COLUMN REACTIONS ASD LOADS AXIAL DL= 450 /b AXIAL LL= 9,000/b SEISMIC AXIAL Ps = +/ - 5,264 lb BASE MOMENT = 5,000 in -lb Bas Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Frame Type Ss =1.4, Fa =1 9 48 in 216.0 in 6 96 in Single Row Component Description STRESS Column Fy =55 ksi Hannibal IF3014- 3x3x14ga P =8650 lb, M =3844 in -lb 0.55 -0K Column & Backer • None None None N/A Beam Fy =55 ksi HMH 30140/3" Face x 0.075" thk Lu =96 in Capacity: 3428 lb/pr 0.88 -0K Beam Connector Fy =55 ksi Lvl 7: 3 pin OK I Mconn =4001 in -lb Mcap =12691 in -lb 0.32 -0K Brace - Horizontal Fy =55 ksi Hannibal 1- 1/2x1- 1 /2x16ga 0.46 -0K Brace - Diagonal Fy =55 ksi Hannibal 1 -1 /2x1- 1 /2x16ga 0.53 -0K Base Plate Fy =36 ksi 8x5x3/8 I Fixity= 527 in -lb 1 -0K Anchor 2 per Base 0.5" x 3.25" Embed HILTI KWIKBOLT 17 ESR 1917 Inspection Reqd (Net Seismic Uplift =2919 lb) 0.658 - OK Slab & Soil 6.5" thk x 3000 psi slab on grade. 2000 psf Soil Bearing Pressure 0.72 -0K Level Load Per Level Beam Spcg Brace Story Force Transv Story Force Longit. Column Axial Column Moment Conn. Moment Beam Connector 1 1,500 lb 6.0 in 42.0 in 9 lb 3 lb 9,450 lb 526 "# 2,786 "# 3 oin OK 2 3 4 5 6 7 8 9 1,500 lb 1,500 lb 1,500 lb 1,500 lb 1,500 lb 3,000 lb 3,000 lb 3,000 lb 22.0 in 22.0 in 22.0 in 22.0 in 22.0 in 22.0 in 38.0 in 40.0 in 42.0 in 42.0 in 42.0 in 18.0 in 18.0 in 41 lb 74 lb 106 lb 138 lb 171 lb 387 lb 494 lb 606 lb 14 lb 26 lb 37 lb 48 lb 59 lb 134 lb 171 lb 210 lb 8,650 lb 7,850 lb 7,050 lb 6,250 lb 5,450 lb 4,650 lb 3,100 lb 1,550 lb 3,844 "# 3,765 "# 3,625 "# 3,423 "# 3,160 "# 2,835 "# 3,621 "# 2,100 "# 4,001 "# 3,919 "# 3,791 "# 3,616 "# 3,395 "# 4,715 "# 4,440 "# 3,082 "# 3 pin OK 3 pin OK 3 pin OK 3 pin OK 3 pin OK 3 pin OK 3 pin OK 3 pin OK Total: 2,026 lb 702 lb Notes I #24140 BEAM LEVELS 1 -6, #30140 BEAM LEVELS 7 -9 INTERLINE SEATTLE M-04181 2 -2 TYPE C Page of 4/19/201 2 Strturai oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Configuration & Summary: TYPE D Project #: M- 041812 -2 216" 32" 34" 4— 34" 34" 4- 34" 34" 6" 96" 216" 18" 18" 42" 4- 42" 4- 42" 4- 42" * *RACK COLUMN REACTIONS ASD LOADS AXIAL DL= 350 /b AXIAL LL= 10,500 /b SEISMIC AXIAL Ps—ill- 6,766 /b BASE MOMENT = 5,000 in -lb Bas Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Frame Type Ss =1.4, Fa =1 7 42 in 216.0 in 6 96 in Single Row Component Description STRESS Column Fy =55 ksi Hannibal IF3014- 3x3x14ga P =9300 Ib, M =6754 in -lb 0.57 -OK Column & Backer None None None N/A Beam Fy =55 ksi HMH 30140/3" Face x 0.075" thk Lu =96 in Capacity: 3428 lb/pr 0.88 -OK Beam Connector Fy =55 ksi Lvl 7: 3 pin OK I Mconn =7224 in -lb Mcap =12691 in -lb 0.57 -OK Brace - Horizontal Fy =55 ksi Hannibal 1 -1 /2x1- 1 /2x16ga 0.45 -OK Brace - Diagonal Fy =55 ksi Hannibal 1 -1 /2x1- 1/2x16ga 0.53 -OK Base Plate Fy =36 ksi 8x8x3/8 I Fixity= 601 in -lb 0.92 -OK Anchor 4 per Base 0.5" x 3.25" Embed HILTI KWIKBOLTTZ ESR 1917 Inspection Reqd (Net Seismic Uplift =4117 Ib) 0.442 - OK Slab & Soil 6.5" thk x 3000 psi slab on grade. 2000 psf Soil Bearing Pressure 0.84 -OK Level Load Per Level Beam Spcg Brace Story Force Transv Story Force Longit. Column Axial Column Moment Conn. Moment Beam Connector 1 3,000 lb 6.0 in 42.0 in 18 lb 6 lb 10,850 lb 601 "# 5.052 "# 3 nin nK 2 3 4 5 6 7 3,000 lb 3,000 lb 3,000 lb 3,000 lb 3,000 lb 3,000 lb 34.0 in 34.0 in 34.0 in 34.0 in 34.0 in 32.0 in 42.0 in 42.0 in 42.0 in 18.0 in 18.0 in 123 lb 227 lb 331 lb 435 lb 539 lb 637 lb 43 lb 79 lb 115 lb 151 lb 187 lb 221 lb 9,300 lb 7,750 lb 6,200 lb 4,650 lb 3,100 lb 1,550 lb 6,754 "# 7,224 "# 3 pin OK 6,393 "# 6,838 "# 3 pin OK 5,725 "# 6,222 "# 3 pin OK 4,750 "# 5,376 "# 3 pin OK 3,467 "# 4,257 "# 3 pin OK 1,767 "# 2,957 "# 3 pin OK Total: 2,309 lb 801 lb Notes f #30140 BEAM LEVELS 1 -7 INTERLINE SEATTLE M-041812-2 TYPE D Paget of 4/19/2012 StrAtural oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Configuration & Summary: TYPE D1 216" 42" 28- " 28- " 28" 28" 28" � k- 6" 96" 216" 18" 4 18" 42" 42" 42" 42" 42 "� * *RACK COLUMN REACTIONS ASD LOADS AXIAL DL= 400 /b AXIAL LL= 12,000 /b SEISMIC AXIAL Ps = +/- 7,589 /b BASE MOMENT = 5,000 in -/b Bas Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Frame Type Ss =1.4, Fa =1 8 42 in 216.0 in 6 96 in Single Row Component Description STRESS Column Fy =55 ksi Hannibal IF3014- 3x3x14ga P =10850 Ib, M =6360 in -lb 0.64 -0K Column & Backer None None None N/A Beam Fy =55 ksi HMH 30140/3" Face x 0.075" thk Lu =96 in Capacity: 3428 lb/pr 0.88 -0K Beam Connector Fy =55 ksi Lvl 7: 3 pin OK 1 Mconn =6967 in -lb Mcap =12691 in -lb 0.55 -0K Brace - Horizontal Fy =55 ksi Hannibal 1 -1 /2x1- 1 /2x16ga 0.51 -0K Brace - Diagonal Fy =55 ksi Hannibal 1 -1 /2x1- 1/2x16ga 0.61 -0K Base Plate Fy =36 ksi 8x8x3/8 I Fixity= 686 in -lb 0.9 -0K Anchor 4 per Base 0.5" x 3.25" Embed HILTI KWIKBOLT TZ ESR 1917 Inspection Reqd (Net Seismic Uplift=4561 Ib) 0.492 - OK Slab & Soil 6.5" thk x 3000 psi slab on grade. 2000 psf Soil Bearing Pressure 0.98 -0K Level Load Per Level Beam Spcg Brace Story Force Transv Story Force Longit. Column Axial Column Moment Conn. Moment Beam Connector 1 3,000 lb 6.0 in 42.0 in 19 lb 7 lb 12,400 lb 687 "# 4,937 "# 3 Din OK 2 3 4 5 6 7 8 3,000 lb 3,000 lb 3,000 lb 3,000 lb 3,000 lb 3,000 lb 3,000 lb 28.0 in 28.0 in 28.0 in 28.0 in 28.0 in 28.0 in 42.0 in 42.0 in 42.0 in 42.0 in 18.0 in 18.0 in 106 lb 193 lb 281 lb 368 lb 455 lb 543 lb 674 lb Total: 2,638 lb 37 lb 67 lb 97 lb 128 lb 158 lb 188 lb 234 lb 915 lb 10,850 lb 9,300 lb 7,750 lb 6,200 lb 4,650 lb 3,100 lb 1,550 lb 6,360 "# 6,967 "# 3 pin OK 6,102 "# 6,695 "# 3 pin OK 5,632 "# 6,263 "# 3 pin OK 4,951 "# 5,673 "# 3 pin OK 4,058 "# 4,923 "# 3 pin OK 2,953 "# 4,321 "# 3 pin OK 2,453 "# 3,214 "# 3 pin OK Notes I#30140 BEAM LEVELS 1 -8 INTERLINE SEATTLE M-04181 2 -2 TYPE D I Page of J Ll 4/ 1 9/201 2 Str tural oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Configuration & Summary: TYPE G 32" 34" 3,4 r 216" 34" 34" 34" 6" *l f 96" F * *RACK COLUMN REACTIONS ASD LOADS AXIAL DL= 350 /b AXIAL LL= 10,500 /b SEISMIC AXIAL Ps = +/ - 6,807 lb BASE MOMENT = 5,000 in -lb Bas Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Frame Type Ss =1.4, Fa =1 7 42 in 216.0 in 6 96 in Single Row Component Description STRESS Column Fy =55 ksi Hannibal IF3014- 3x3x14ga P =9300 Ib, M =6754 in -lb 0.67 -0K Column & Backer None None None N/A Beam Fy =55 ksi HMH 30140/3" Face x 0.075" thk Lu =96 in Capacity: 3428 lb/pr 0.88 -0K Beam Connector Fy =55 ksi Lvl 7: 3 pin OK I Mconn =7224 in -lb Mcap =12691 in -lb 0.57 -0K Brace-Horizontal Fy =55 ksi Hannibal 1 -1 /2x1- 1 /2x16ga 0.45 -0K Brace- Diagonal Fy =55 ksi Hannibal 1 -1 /2x1- 1 /2x16ga 0.53 -0K Base Plate Fy =36 ksi 8x8x3/8 I Fixity= 601 in -lb 0.92 -0K Anchor 4 per Base 0.5" x 3.25" Embed HILTI KWIKBOLT 17 ESR 1917 Inspection Reqd (Net Seismic Uplift =4158 Ib) 0.45 - OK Slab & Soil 6.5" thk x 3000 psi slab on grade. 2000 psf Soil Bearing Pressure 0.84 -0K Level Load Per Level Beam Spcg Brace Story Force Transv Story Force Longit. Column Axial Column Moment Conn. Moment Beam Connector 1 3,000 lb 6.0 in 42.0 in 18 lb 6 lb 10,850 lb 601 "# 5,052 "# 3 oin OK 2 3 4 5 6 7 3,000 lb 3,000 lb 3,000 lb 3,000 lb 3,000 lb 3,000 lb 34.0 in 34.0 in 34.0 in 34.0 in 34.0 in 32.0 in 42.0 in 42.0 in 42.0 in 18.0 in 18.0 in 123 lb 227 lb 331 lb 435 lb 539 lb 637 lb 43 lb 79 lb 115 lb 151 lb 187 lb 221 lb 9,300 lb 7,750 lb 6,200 lb 4,650 lb 3,100 lb 1,550 lb 6,754 "# 6,393 "# 5,725 "# 4,750 "# 3,467 "# 1,767 "# 7,224 "# 6,838 "# 6,222 "# 5,376 "# 4,257 "# 2,957 "# 3 pin OK 3 pin OK 3 pin OK 3 pin OK 3 pin OK 3 pin OK Total: 2,309 lb 801 lb Notes I #30140 BEAM LEVELS 1 -7 INTERLINE SEATTLE M -04 181 2 -2 TYPE G Page 1 of ✓ 0 4/19/2012 Str tural Uoncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Configuration & Summary: TYPE H 216" 18" 18" 42" 42" 42" 42" -I— 42" -A' * *RACK COLUMN REACTIONS ASD LOADS AXIAL DL= 200 /b AXIAL LL= 6,000 lb SEISMIC AXIAL Ps= #/- 4,445 lb BASE MOMENT = 5,000 in -lb Bas Seismic Criteria # Bm Lvls Frame Depth Frame Height 34" Beam Length Frame Type Ss =1.4, Fa =1 '16 3 216.0 in 6 96 in Single Row 34" HMH 30140/3" Face x 0.075" thk Lu =96 in Capacity: 3428 lb/pr 114" Beam Connector Fy =55 ksi Lvl 1: 3 pin OK I Mconn =4378 in -lb y I 0.29 -OK Brace-Horizontal Fy =55 ksi Hannibal 1- 1/2x1- 1/2x16ga + Brace - Diagonal 96' -I" 216" 18" 18" 42" 42" 42" 42" -I— 42" -A' * *RACK COLUMN REACTIONS ASD LOADS AXIAL DL= 200 /b AXIAL LL= 6,000 lb SEISMIC AXIAL Ps= #/- 4,445 lb BASE MOMENT = 5,000 in -lb Bas Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Frame Type Ss =1.4, Fa =1 4 42 in 216.0 in 6 96 in Single Row Component Description STRESS Column Fy =55 ksi Hannibal IF3013- 3x3x13ga P =4650 Ib, M =3214 in -lb 0.28 -OK Column & Backer To Level 1 Hannibal IF3013 -3014 - 3x3x13ga /3x3x14ga p= 6200 Ib, M= 20364 in -lb 0.99 -OK Beam Fy =55 ksi HMH 30140/3" Face x 0.075" thk Lu =96 in Capacity: 3428 lb/pr 0.88 -OK Beam Connector Fy =55 ksi Lvl 1: 3 pin OK I Mconn =4378 in -lb Mcap =15230 in -lb 0.29 -OK Brace-Horizontal Fy =55 ksi Hannibal 1- 1/2x1- 1/2x16ga 0.26 -0K Brace - Diagonal Fy =55 ksi Hannibal 1 -1 /2x1- 1 /2x16ga 0.3 -0K Base Plate Fy =36 ksi 8x8x3/8 I Fixity= 5000 in -lb 0.56 -OK Anchor 4 per Base 0.5" x 3.25" Embed HILTI KWIKBOLT 17 ESR 1917 Inspection Reqd (Net Seismic Uplift =2931 Ib) 0.308 - OK Slab & Soil 6.5" thk x 3000 psi slab on grade. 2000 psf Soil Bearing Pressure 0.48 -OK Level Load Per Level Beam Spcg Brace Story Force Transv Story Force Longit. Column Axial Column Moment Conn. Moment Beam Connector 1 3,000 lb 114.0 in 42.0 in 228 lb 79 lb 6,200 lb 20,364 "# 11,136 "# 3 pin OK 2 3 4 3,000 lb 3,000 lb 3,000 lb 34.0 in 34.0 in 34.0 in 42.0 in 42.0 in 42.0 in 18.0 in 18.0 in 296 lb 364 lb 432 lb 103 lb 126 lb 150 lb 4,650 lb 3,100 lb 1,550 lb 3,214 "# 2,343 "# 1,272 "# 4,378 "# 3,650 "# 2,771 "# 3 pin OK 3 pin OK 3 pin OK Total: 1,319 lb 457 lb Notes J #30140 BEAM LEVELS 1 -4 INTERLINE SEATTLE M -04 1 8 1 2-2 TYPE 11 Page `of 5-12 4/19/2012 StrturaI V oncepts Engineering 12 00 N. Jeff e rs o n Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M -041812 -2 Configuration & Summary: TYPE K 96" 1r 1 42" 4 * *RACK COLUMN REACTIONS ASD LOADS AXIAL DL= 200 /b AXIAL LL= 6,000 /b SEISMIC AXIAL Ps = +/- 4,586 /b BASE MOMENT= 5,000 in -lb Bas Seismic Criteria -- 3 btti. Frame Height 52" Beam Length Frame Type 4— 4 42 in 216.0 in 56" 96 in Single Row 4 HMH 36140/3.75" Face x 0.075" thk Lu =96 in 216" 0.57 -0K Beam Connector Fy =55 ksi 96" Mcap =12691 in -lb 0.53 -0K +- Fy =55 ksi Hannibal 1 -1 /2x1- 1/2x16ga 12" Brace - Diagonal 96" 1r 1 42" 4 * *RACK COLUMN REACTIONS ASD LOADS AXIAL DL= 200 /b AXIAL LL= 6,000 /b SEISMIC AXIAL Ps = +/- 4,586 /b BASE MOMENT= 5,000 in -lb Bas Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Frame Type Ss =1.4, Fa =1 4 42 in 216.0 in 6 96 in Single Row Component Description STRESS Column Fy =55 ksi Hannibal IF3014- 3x3x14ga P =3100 lb, M =4862 in -lb 0.41 -0K Column & Backer To Level 2 Hannibal IF3014 -3014 - 3x3x14ga /3x3x14ga p= 4650 Ib, M= 10704 in -lb 0.48 -0K Beam Fy =55 ksi HMH 36140/3.75" Face x 0.075" thk Lu =96 in Capacity: 5248 lb/pr 0.57 -0K Beam Connector Fy =55 ksi Lvi 2: 3 pin OK I Mconn =6694 in -lb Mcap =12691 in -lb 0.53 -0K Brace - Horizontal Fy =55 ksi Hannibal 1 -1 /2x1- 1/2x16ga 0.26 -0K Brace - Diagonal Fy =55 ksi Hannibal 1 -1 /2x1- 1 /2x16ga 0.3-OK Base Plate Fy =36 ksi 8x8x3/8 I Fixity= 1028 in -lb 0.57 -0K Anchor 4 per Base 0.5" x 3.25" Embed HILTI KWIKBOLT TZ ESR 1917 Inspection Reqd (Net Seismic Uplift =3072 Ib) 0.317 - OK Slab & Soil 6.5" thk x 3000 psi slab on grade. 2000 psf Soil Bearing Pressure 0.49 -0K Level Load Per Level Beam Spcg Brace Story Force Transv Story Force Longit. Column Axial Column Moment Conn. Moment Beam Connector 1 3,000 lb 12.0 in 42.0 in 32 lb 11 lb 6,200 lb 1,029 "# 6,694 "# 3 pin OK 2 3 4 3,000 lb 3,000 lb 3,000 lb 96.0 in 56.0 in 52.0 in 42.0 in 42.0 in 42.0 in 18.0 in 18.0 in 285 lb 433 lb 570 lb 99 lb 150 lb 197 lb 4,650 lb 3,100 lb 1,550 lb 10,704 "# 4,862 "# 2,566 "# 8,132 "# 5,080 "# 3,257 "# 3 pin OK 3 pin OK 3 pin OK Total: 1,319 lb 457 lb Notes I#36140 BEAM LEVELS 2 -4, #24140 BEAM LEVEL 1 INTERLINE SEATTLE M -04 181 2 -2 TYPE K Page y 5 of s(0 8/I6/2012 Str tural on is ngineering By: A.A. 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Project: INTERLINE SEATTLE Project #: M -041812 -2 Design Data Configuration: Shelving: 195" H x 48" W x 24" D 1) The analyses of the light duty storage fixtures conforms to the requirements of the 2009 IBC 2) All steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi unless otherwise noted on the plans or analysis herein. 3) Anchor bolts shall be provided by installer per ICC reference on the calculations herein. 4) All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 5) The slab on grade is assumed to be 6.5" thick with minimum 3000 psi compressive strength. Soil bearing capacity is 2000 psf. 6) All Hardawre shall conform to Grade 5 properties or better, installed to snug tight fit. 23" 195° MINI BIN - SHELVING 24" DEEP 484 `10 48LX24DX81- P 48L X24DX LX 24D X M 491 X 24 X8Ff1 L 48L X240 X81E K 48L X 24D X 48L X240 X8F3 H 48L X24DXv.I G 48L X 24 X B14' F 49L X24DX E 481 X 24 X81{ D 48L X240 X8H: C 481 X 24 X8H B 48L X 240 X 48L X 24 XBF{1 / TYPE A 90 Bays -f4', BACK 6'; SIDE 9TYP INTERLINE SEATTLE BORROUGHS SHELVING M-04 8 I 2-2rev8PLayft 410 I 81 16/201 2 A, 90 Items 48" x 24" x 16'3" 18 Shelves Str tural kron is engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M -041812 -2 Summary of Results Configuration: Shelving: 195" H x 48" W x 24" D MINI BIN - SHELVING 24" DEEP 48Y4 195" Notes 23" iy 48L 240 X 191-. 24" [X48LX24DX19f 48LX240X8H iP 48LX24DXBH 'N 48LX24DXMH 31 M 48L X 24 XBH ,L 48LX24DXMH K 48LX24D XBH' IJ 48LX24DX8H f {H 4BLX24DX8H J.G 481 X 24D 8H rF 48L X240X8H E 48L X240X8H D 48L 240 X 8H• C 48L X 24 XBH. B 48L X240%81; lA 48LX24D XBHI -o TYPE A 90 Bays 9TYP Axial column DL= 158 lb Axial column LL= 2,430 lb Axial column seismic load = +/- 3,393 lb Net Seismic Uplift per footplate= 1,330 lb Seismic Coeff Ss= 1.400 Steel Fy= 36,000 psi Seismic Coeff Fa= 1.00 Product Load= 270 lb per level Shelf Configuration # of Levels= 18 0= 24.0 in H= L= 195.0 in 48.0 in Location Elevation Load hl= 3.00 in 270 lb h2= 9.67 in 270 lb h3= 9.67 in 270 lb h4= 9.67 in 270 lb h5= 9.67 in 270 lb h6= 9.67 in 270 lb h7= 9.67 in 270 lb h8= 9.67 in 270 lb h9= 9.67 in 270 lb h10= 9.67 in 270 lb h11= 9.67 in 270 lb h12= 9.67 in 270 lb h13= 9.67 in 270 lb h14= 9.67 in 270 lb h15= 9.67 in 270 lb h16= 9.67 in 270 lb h17= 24.00 in 270 lb h18= 23.00 in 270 lb No load top shelf Component Summary Column Borroughs Clip Shelving Dbl Angle "T" Post 13ga & 14ga Beaded Front Post 0.80 OK Steel Panel 22 ga Back Panel with (1) 1/4" diam bolt at 18" o.c., 24 ga Side Panel with Spot Weld at 6" o.c. 0.96 OK Anchor (2) 3/8" x 2" Embed HMI Kwikbolt TZ (ESR 1917) per footplate. Special Inspec. Required During Install. 0.83 Base Plate Footplate 3.5 in * 3.5 in * 0.125 in Thk (with (1) 1 /4 "Diam Gr5 M.B. to Post) 1.02 NG Slab 6.5 in thick x 3000 psi slab /2000 psf soil 0.33 OK Notes INTERLINE SEATTLE BORROUGHS SHELVING M -04 181 2-2rev8Pliaje 2 41 of $ 6 81 1 6/20 12 Str tural kron is ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Seismic Forces Configuration: Shelving: 195" H x 48" W x 24" D V1= V2= Cs= Ca= SDs= V1= Vminimum= Seismic Coeff= W= Transverse Distr Sus *W /(R *1.4) [ 0. 4 *ap *Sos *Ws *(1+2 *z /h) /(Rp /Ip)]/ 1.4 2.5 *Ca /R Cs * Ip= 0.2667 SDs /2.5 Fa * Ss * (2/3) 0.1886 V2= 0.1056 0.015 (RMI Sec 2.5.1.2) 0.1886 (Either Direction) DL + LL *0.67 Wseismic= (LL *0.66 +DL) *A 3,571 lb = 0 lb ibution V= 673 lb Rp= 2.5 ap= 1.0 SDs= 0.924 z /h= 0.00 Fa= 1.00 Ss= 1.40 Wstatic= (LL +DL) *A = 0 lb R= 3.50 Ip= 1.00 Vmin= 0.015 # Shelf Levels= 18 Depth =D= 24.0 in Level LL DL hi wi *hi Fl Fi *hi 1 270 lb 18 lb 3 in 863 1.3 lb 4 in -lb 2 270 lb 18 lb 13 in 3,641 5.4 lb 69 in -lb 3 270 lb 18 lb 22 in 6,420 9.5 lb 213 in -lb 4 270 lb 18 lb 32 in 9,199 13.7 lb 438 in -lb 5 270 lb 18 lb 42 in 11,978 17.8 lb 742 in -lb 6 270 lb 18 lb 51 in 14,757 21.9 lb 1,126 in -lb 7 270 lb 18 lb 61 in 17,536 26.1 lb 1,590 in -lb 8 270 lb 18 lb 71 in 20,315. 30.2 lb 2,134 in -lb 9 270 lb 18 lb 80 in 23,094 34.3 lb 2,757 in -lb 10 270 lb 18 lb 90 in 25,873 38.5 lb 3,461 in -lb 11 270 lb 18 lb 100 in 28,652 42.6 lb 4,244 in -lb 12 270 lb 18 lb 109 in 31,431 46.7 lb 5,108 in -lb 13 270 lb 18 lb 119 in 34,210 50.8 lb 6,051 in -lb 14 270 lb 18 lb 129 in 36,989 55.0 lb 7,074 in -lb 15 270 lb 18 lb 138 in 39,768 59.1 lb 8,176 in -lb 16 270 lb 18 lb 148 in 42,547 63.2 lb 9,359 in -lb 17 270 lb 18 lb 172 in 49,447 73.5 lb 12,641 in -lb 18 270 lb 18 lb 195 in 56,060 83.3 lb 16,248 in -lb no load top shelf Sum: 4,860 lb Transverse Column Loads 315 lb 452,784 673 lb 81,432 in-* = Movt All lateral loads taken by the closed steel panels or X bracing Pstatic= r(LL +DL) = 2,588 lb Movt= 81,432 in -lb Pselsmlc= Movt /D = 3,393 lb Ptotal= 5,981 lb INTERLINE SEATTLE BORROUGhS SHELVING M -04 18 I 2-2rev8P d 2 YU pf 5 fe, 8/ 16/201 2 Str tural LIon is ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714,632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M -041812 -2 Rear Double "T" Post Configuration: Shelving: 195" H x 48" W x 24" D Net Section Properties Column= Dbl Angle 'T' Post 13ga Aeff = 0.326 in ^2 Ix (downaisle) = 0.046 in ^4 Sx (downaisle) = 0.046 in ^3 rx (downaisle) = 0.377 in Iy (crossaisle) = 0.237 in ^4 Sy (crossaisle) = 0.162 in ^3 ry (crossaisle) = 0.852 in Fy= 36 ksi Loads Load Case: (Fully Loaded) Of= 1.67 E= 29,500 ksi Cb= 1.0 Cmx= 0.85 Kx = 1.0 Lx = 19.5 in Ky = 1.0 Ly = 19.5 in Axial =P= 5,981 lb Moment =My= 0 in -lb Axial Analysis DOUBLE PCST so-Es W/ 1)1;4' R5 KB TO POST_ ATE ' ,2E POST DOUBLED i�Jj L1:N. (t} ii8 3 ;33 5 508. FOOT cESCR,PT ION FOOTPLATE 3 1)2x 3-1 ?: DMCSIPICN DOUBLE POST WATEBi41 12 OA... MA?EnIAI S LEL 14OAD -- STEEL VELD ASTM 435, •.- 35.090 PSI 'WELD ASTM A3B. Fy- 35.990 PS KxLx /rx = 1 *19.5 "/0.377" KyLy /ry = 1 *19.5 "/0.852" Fe > Fy /2 = 51.7 = 22.9 Fn= Fy(1- Fy /4Fe) = 36 ksi *[1 -36 ksi /(4 *108.8 ksi)] Fe= n ^2E /(KL /r)max ^2 Fy /2= 18.0 ksi = 33.0 ksi = 108.8ksi Pn= Aeff *Fn Oc= 1.92 Pa= Pn /S c = 10,749 lb = 10749 lb/1.92 = 5,598 lb P /Pa= 1.07 > 0.15 Bending Analysis Check: P /Pa + (Cmy *My) /(May *p) <_ 1.33 P /Pao + My /May 5 1.33 Pno= Ae *Fy = 0.326 in ^2 *36000 psi = 11,718 lb May= My /Of = 5832 in -lb /1.67 = 3,492 in -lb p= {1 /[1 -(Sk *P /Pcr)] } ^ -1 = {1 /[1- (1.92 *5981 lb/352221b)11^-1 = 0.67 Combined Stresses Pao= Pno /S c = 117181b/1.92 = 6,103 lb Pcr= n^2EI /(KL)max ^2 = n ^2 *29500000 psi /(1 *19.5 in) ^2 = 35,222 lb Myield =My= Sy *Fy = 0.162 inA3 * 36000 psi = 5,832 in -lb (5981 lb/5598 Ib) + (0.85 *0 in-lb)/(3492 in -Ib *0.67) = 1.07 < 1.33, OK (5981 lb/6103 Ib) + (0 in- lb/3492 in -lb) = 0.98 < 1.33, OK (EQ C5 -1) (EQ C5 -2) INTERLINE SEATTLE BORROUGHS SHELVING M -04181 2- 2rev8Pd of 5 81 I G/201 2 St tural n Lion is ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Shelf Configuration: Shelving: 195" H x 48" W x 24" D It is assumed that the downaisle lips will carry 2/3 of the total shelf load, with the remainder carried by the transverse lips w Beam Type= P2 20ga Box Edge Shelf Beam •.. ;:•..•:,;..,•:. „.,:.: : Ix= 0.0360 in ^4 - -�} Sx= 0.050 inA3 a I _ Fy -beam= 36,000 psi t 2O 9a F. L ►1 Shelf Span =L= 48 in II Max Shelf LL= 270 lb Load =w =LL *(2/3)/(2 *L) = 22.3 plf Check Beam Bending M= w * L ^2/8 = 535 in -lb fb= M /Sy = 10,812 psi Fb= 0.6 * Fy 21,600 psi fb /Fb= 0.50 OK * I 0.75" Shelf Beam L.necK ream Deflection Beam Diagram E= 29,500,000 psi D= 5 * w * L ^4/(384 * E * Ix) = 0.1249 in Dallow= L /180 0.27 in OK INTERLINE SEATTLE BORROUGHS SHELVING M-04 ! 8 12- 2rev8P3Zje 2 SO of 517 8/ I G/20I 2 St tural r loon is ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Closed Back Panel The closed back and side panels will act as a steel diaphragm transferring the lateral loads to the floor. Shear per Frame =V= 673 lb L= 48.0 in Height= 195.0 in Movt= 93,647 in -# Omega = 3.0 Bolt Frequency= 18 in o.c. # Bolt/Post =N= 11 Seismic Load per bolt =Vb= (Movt/D) /N = 177 lb Check Bolt Fv= 28,000 psi Fu= 65,000 psi Bolt Diam= 0.25 in tmin= 0.0300 in Bolt Shear Capacity= Bolt Area * Fv * 1.33 /(Omega *1.4) = 435 lb OK Bolt Bearing Capacity= 1.2 * Bolt Diam *tmin * Fu * 1.33 /(Omega *1.4) = 185 lb OK Bolt Stress= 0.96 OK V L Front Elevation 22 ga Steel Panel Closed Side Panel The closed back and side panels will act as a steel diaphragm transferring the lateral loads to the floor. Shear per Frame =V= 673 lb Frame Depth=d= 24.0 in Height= 195.0 in Movt= 93,647 in -# Omega= 3.0_. " ' Weld Frequency= 6 in o.c. # Bolt /Post =N= 33 Seismic Load per bolt =Vb= (Movt/D) /N = 118 lb Check Weld on Formed Steel Lweld= 0.250 in Fu= 65 ksi tmin= 0.024 in Weld Capacity= [1- (0.01 *L /t)]* L * Fu * 1.0/2.5 = 140 lb Weld Stress= 0.84 OK V Side Elevation 24 ga Steel Panel INTERLINE SEATTLE BORROUGHS SHELVING M-04 I 8 I 2-2 rev8rbija 25' of S o 8/IG/220I2 Str tural onggpts 'Pre ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92817 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M -041812 -2 Anchors Configuration: Shelving: 195" H x 48" W x 24" D Loads Vtrans =V= 673 lb DL/Frame= 315 lb LL/Frame= 4,860 lb Wst= (0.9 *DL +LL)total= 5,144 lb LL @ TOP= 270 lb DL/Lvl= 18lb DL *0.90= 16 lb Lateral Ovt Forces= E(Fi *hi)= 81,432 in -lb Fully Loaded rack Frame Depth =D= 24.0 in Htop -M= 195.0 in # Levels= 18 # Anchors /End= 2 T • V D� SIDE FI FVATION Vtrans= 673 lb Movt= E(R *hi) *1.15 = 93,647 in -lb Top Level Loaded Only Mst= Wst * D/2 = 5144 lb * 24 in /2 = 61,728 in -lb Uplift =T= (Movt- Mst) /D = (93647 in -lb - 61728 in- lb)/24 in = 1,330 lb Critical Level= 18 Vtop= 2.5 *Ca *I(DL +LL @top /n- transv) /(R *1.4) = 0.188571428571429 * (270 lb + 17.5 lb) = 54 lb Mst= 0.9 *(DL -total + LL -top) *D /2 = (270 lb + 17.5 lb*0.9) * 24 in /2 = 3,429 in -lb Anchor Hgt @ Lvl 18= 195.0 in Movt= Vtop *Htop *1.15 = 54 lb * 194.99 in * 1.15 = 12,109 in -lb Uplift =T= (Movt- Mst) /D = (12109 in -lb - 3429 in-lb)/24 in = 362 lb Check (2) 3/8" x 2" Embed Hilti Kwikbolt TZ anchor(s) per footplate Special inspection is required per ICC ESR 1917. Pullout Capacity=Tcap= 1,006 lb Shear Capacity=Vcap= 999 lb Fully Loaded: Top Level Loaded: Check Attachment of Post to Base Plate L.A. City Jurisdiction? NO Phi= 1.00 (665 lb/1006 Ib) ^1 + (168 lb/999 Ib) ^1 = (181 lb/1006 Ib) ^1 + (14 lb/999 Ib) ^1 = 0.83 0.19 Tcap *Phi= 1,006 lb Vcap *Phi= 999 lb <= 1.0 OK <= 1.0 OK Bolt Diam= 0.25 in # Bolt =N= 1 Fv= 21,000 psi Fu- steel= 58,000 psi t -min= 0.150 in Uplift =Bolt Sheaf= 1,330 lb Shear Capacity= Bolt Area * N * Fv * 1.33 = 1,374 lb OK Bearing Capacity= Bolt Diam * t -min * 1.2 * Fu * 1.33 = 3,471 lb OK INTERLINE SEATTLE BORROUGHS SHELVING M -04 181 2- 2,f3v8Plskje 2 $L of Se 8/I 6120 12 Str tural kron is ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Base Plate Configuration: Shelving: 195" H x 48" W x 24" D Section Actual base plate size is 3.5 in x 3.5 in x 0.25 in thk Eff Width =W = 3.50 in Eff Depth =D = 3.50 in Plate Thickness =t = 0.250 in Cross Aisle Loads Column Width =b = 1.000 in Column depth =b = 2.750 in L = 1.25 in Fy = 36,000 psi w -J Base Plate Plan Pstatic= 2,588 lb L = Base Plate Depth -Col Depth = 1.25 in Pseismic= 3,393 lb P= Pstatic +Pseismic= 5,981 lb fa = P/A = P /(D *W) M= wL ^2/2= fa *L ^2/2 = 488 psi = 381 in -lb /in Sbase /in = (1)(t ^2)/6 Fbase = 0.75 *Fy *1.33 = 0.01 in ^3 /in = 36,000 psi fb /Fb = M /[(S- plate)(Fb)] = 1.02 NG DOITSLE ?CST +-N7 KSS ST FJCTP1ATE 1212A 3X3• Half) 014P SOW 50155 ATTACH EACH FOCTRATE TO POS T Vi,' R111 (1j t'4'2 GA D to A 5)31 RATE WAPIG -E POST DOLE ED CES•CRIPTIONI FOCI FLA E 1112'x}1,7 CBCRP11011 I C-CL13LE POST LIATER'AL ( 12 GAGE MATERIAL 1454135 STEELvEcLD i.KGIZA A.M. PysaT.paI PSI I STEEL YAID ASTTA 1.34 Fy =18504 PSI INTERLINE SEATTLE BORROUGHS SHELVING M -04181 2-2rev8Psjei 253 of 5(0 8/16/201 2 ti Str tural 4ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: INTERLINE SEATTLE Project #: M- 041812 -2 Slab on Grade Configuration: Shelving: 195" H x 48" W x 24" D IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII SLAB ELEVATION Base Plate B= 3.50 in D= 3.50 in Load Case 1: Product + Seismic width=a= 2.00 in depth=b= 2.25 in • slab ral b e B :.......::.. Down Ai le Baseolate Plan View Cross Aisle Concrete fc= 3,000 psi tslab =t= 6.5 in phi =0= 0.65 Soil fsoil= 2,000 psf Movt= 81,432 in -lb Frame depth= 24.0 in eff. baseplate width =c= 2.75 in eff. baseplate depth=e= 2.88 in Product DL= 315 lb Product LL= 2,430 lb P- seismic =E= (Movt /Frame depth) *1.4 (Strength Design Loads) = 4,750 lb Puncture Pu= 1.2PDL + 1.0PLL + 1.0 *E) Fpunct= 2.66 *sgrt(fc) *phi = 7,558 lb = 94.7 psi Apunct= [(c +t) +(e +t)] *2 *t fv /Fv= Pu /(Apunct *Fpunct) = 242.13 in ^2 = 0.33 < 1.0 OK Slab Bending Asoil= (P *144) /(fsoil) L= (Asoil) ^0.5 y= (c *e) ^0.5 + t*2 = 544 in ^2 = 23.32 in = 15.8 in x= (L -y) /2 M= w *x ^2/2 S -slab= 1 *t ^2/6 = 3.8 in = (fsoil *x ^2)/(144 *2) = 7.04 inA3 Fb= 5 *(phi) *(fc) ^0.5 = 98 in -lb fb /Fb= M /(S- slab *Fb) = 178.01 psi = 0.08 < 1.0 OK Load Case 2: Static Loads PDL= 315 lb PLL= 2,430 lb Puncture Pu= 1.2 *PDL + 1.6 *PLL = 4,266 lb Apunct= [(c +t) +(e +t)] *2 *t = 242 in ^2 Fpunct= 2.66*sqrt(fc)*phi = 94.7 psi fv /Fv= Pu /(Apunct *Fpunct) = 0.19 <1.0OK Slab Bending Asoil= (Pu *144) /(fsoil) = 307 in ^2 x= (L-y) /2 = 0.9 in Fb= 5 *(phi) *(fc) ^0.5 = 178.01 psi L= (Asoil) ^0.5 = 17.53 in M= w *x ^2/2 = (fsoil *x ^2)/(144 *2) = 5 in -lb y= (c *e) ^0.5 + t *2 = 15.8 in S -slab= 1 *t ^2/6 = 7.04 inA3 fb /Fb= M /(S- slab *Fb) = 0.00 <1.0,OK INTERLINE SEATTLE BORROUGhS SHELVING M -04181 2-2rev8Plaiaci 25 of 5 b 8/16/2012 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.444198 Longitude = - 122.254517 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.400 (Ss, Site Class B) 1.0 0.479 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.444198 Longitude = - 122.254517 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.521 Period Sa (sec) (g) 0.2 1.400 (SMs, Site Class D) 1.0 0.728 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.444198 Longitude = - 122.254517 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.521 Period Sa (sec) (g) 0.2 0.934 (SDs, Site Class D) 1.0 0.485 (SD1, Site Class D) Ai Lonvernng Haaresses tornrom Latitude /Longitude /Altitude in One Ste... http:// www .stevemorse.org/jcal /latlon.php Converting Addresses to /from Latitude /Longitude /Altitude in One Step Stephen P. Morse, San Francisco Batch Mode (Forward). _ Batch Mode. (Reverse) I t Batch Mode (Altitude) Deg /Min /Sec to Decimal Computing Distances I Frequently Asked Questions My Other Webpages address 1149 andover park west city seattle state wa zip 98188 I country United States 1 Determine Lat/Lon Get Altitudes !' reset !latitude longitude above values nmsr be in decimal with minus sign.s for .soul/, and ire.s.t Determine Address reset Access ;eocoder.us / geocoder.ca (takes a relatively long time) from uoo de `latitude !longitude 1altitude !decimal 47.4441897 1- 122.2545299 :deg-min-sec -47° 26' 39 0829 " "-122' 15' 16 3076" from use 'latitude (longitude :altitude; decimal 47 4441318817976 122.254615298232 ;deg _thin -sec 47° 26' 38.8748" 1 -122° 15' 16 6151" 1149 ANDOVER PARK W seattle WA ;from yahoo :latitude ;longitude 'altitude :decimal 147 444198 1-122.254517 'deg-min-sec 47° 26' 39.1128" -122° 15' 162612" I 1149 Andover Park W, Seattle, Washington 98188 Data presented here cones from the following websites: ,00ale. (all addresses) geocoder.ca. (US and Canadian addresses only) geocoder.us. (US addresses only) gpsvisualizer. (for altitudes) locatienet. (European addresses only) use. (US addresses only) virtual earth (US addresses only) I of I 4/18/2012 10:14 AM • S david l rchitect September 25 2012 City of Tukwila Building Division 6300 Southcenter Blvd. Suite 100 Tukwila, Washington 98188 Attn: Mr. Dave Larsen Interline Brands Re: Permit #D12 -280 Dear Dave, As we discussed the other day, Interline Brands has hired me to provide you with stamped and signed documents to be attached to the rack plans prepared by others. The plan sheets include a site plan with scope of work, floor plan with exit pathway, exit signs, and note on pathway lighting, smoke vents as they exist and new overhead fire door to separate control areas for exempt amounts of flammable products. I trust these will suffice for the permit. If you have any questions, please call. Since David Kehle DK/dk Cc: Andy Shah 0225km/citylet09 -25 -12 1916 Bonair Drive S.W. Seattle, WA 98116 CORRECTION LTR #� RECEIVED CITY OF TUKWILA SEP252012 PERMIT CENTER )'"IP 180 (206) 433 -8997 fax (206) 246 -8369 email: dkehle @dkehlearch.com HIGI)LED COMBUSTIBLE STORAGE TABLE 2306.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS • COMMODITY CLASS SIZE OF HIGH -PILED STORAGE AREAa (square feet) (see Sections 2308.2 and 2306.4) ALL STORAGE AREAS (See Sections 2306, 2307 and 2308)" SOLID -PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE (see Section 2307.3) Automatic fire- extinguishing system (see Section 2306.4) Fire detection system (see Section 2306.5) Building access (see Section 2306.6) Smoke and heat removal (see Section 2306.7) Draft curtains (see Section 2306.7) Maximum pile dimension` (feet) Maximum permissible storage height° (feet) Maximum pile volume (cubic feet) • 0-500 Not Required° Not Required Not Required` Not Required Not Required Not Required Not Required Not Required 501-2,500 Not Required' Yes Not Required` Not Required Not Required 100 40 100,000 2,501- 12,000 Public accessible Yes Not Required Not Required` Not Required Not Required 100 40 400,000 2,501 1T ,000 s a k� r. , e Nonpublic accesstble (Option 1) 1 Yes Not Required Not Required` Not Rem gtiffe Not i :. Required 100 y 40 400,000 2,501 - 12,000 Nonpublic accessible (Option 2) Requ�red° Yes Yes Yes Yes 100 30t 200,000 12,001- 20,000 Yes Not Required Yes Yes Not Required 100 40 400,000 20;001`_ =' 00 0009 Yes Not Required Yes Pest -,_ e- °t Reguiredd 100 40 400,000 Greater than 500,000g Yes Not Required Yes Yest Not Required 100 40 400,000 High hazard 0-500 Not Required° Not Required Not Required` Not Required Not Required 50 Not Required Not Required 501 -2,500 Public accessible Yes Not Required Not Required` Not Required Not Required 50 30 75,000 501 -2,500 Nonpublic accessible (Option 1) Yes Not Required Not Required` Not Required Not Required 50 30 75,000 501 -2,500 Nonpublic accessible (Option 2) Not Required° Yes Yes Yesi Yesi 50 20 50,000 2,501- 300,000 Yes Not Required Yes Ye& Not Required 50 30 75,000 300,001 - 500,0008• h Yes Not Required Yes Yest Not Required 50 30 75,000 For SI: 1 foot = 304.8 mm, 1 cubic foot = 0.02832 m3, I square foot = 0.0929 m2. E I V E D a. When automatic sprinklers are required for reasons other than those in Chapter 23, the portion of the sprinkler system protecting the high -piled storage area s a e designed and installed in accordance with Sections 2307 and 2308. CITY OF T U K V' I L A b. For aisles, see Section 2306.9. c. Piles shall be separated by aisles complying with Section 2306.9. SSW) d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g when required by the fire code official. S o Chapters 28 and 34 for special limitations for aerosols and flammable and combustible liquids, respectively. e. Section 503 shall apply for fire apparatus access. f. For storage exceeding 30 feet in height, Option 1 shall be used. PERMIT CENTER g. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in -rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided when required by the fire code official. h. High -piled storage areas shall not exceed 500,000 square feet. A 2 -hour fire wall constructed in accordance with the International Building Code shall be used to divide high -piled storage exceeding 500,000 square feet in area. i. Not required when an automatic fire - extinguishing system is designed and installed to protect the high -piled storage area in accordance with Sections 2307 and 2308. p j. Not required when storage areas are protected by early suppression fast response (ESFR) sprinkler systems installed in accordance with N16O R R E CT I O N 2009 INTERNATIONAL FIRE CODE® .! • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 19, 2012 Adam Lowery 6907 Broadway Av Jacksonville, FL 32254 RE: Correction Letter #2 Development Permit Application Number D12 -280 Interline Brands —1149 Andover Pk W Dear Mr. Lowery, 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 Building and Fire Departments. At this time the Planning and Public Works Departments have no comments. Building Department: Fire Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Al 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, please contact me at (206) 431 -3670. Sinrerely, j enc File No. D12 -280 fer M hall Ft T chn ian W:\Permit Center \Correction Letters\2012\D12 -280 Correction Letter #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo #2 Date: September 18, 2012 Project Name: Interline Brands Permit # D12 -280 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. A document was submitted dated November 10, 2011 and titled "Code Requirements ". This document states that the building will be divided into two control areas and an opening in the wall separating the two areas will be protected with the installation of a fire door. These details were not shown on a plan. These elements are life safety related and need to be shown on plans stamped by an architect licensed in this state. The existing wall may not meet the building code requirements of a one hour fire barrier. Provide details to confirm its compliance or show modifications necessary to make it a fire barrier. 2. The egress plan provided also needs to be stamped by an architect licensed in this state. The scope of this rack permit has substantially changed and an architect of record is needed to coordinate all aspects of this scope. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. "Tukwila Fire Prevention Bureau AI Metzler, Fire Project Coorcliiui(or Fire Prevention Bureau Review Memo Date: September 18, 2012 Project Name: Interline Brands (Racks) Address: 1149 Andover Park West Permit #: D12 -280 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. The existing smoke vents as indicated on the drawing do not comply with the vent area to floor area ratio and maximum vent distance to wall requirements of International Fire Code Table 910.3. Please provide the manufacturers cut sheets and locations of additional smoke vents to be installed. Also, the temperature rating of the smoke vent actuation device must be at least 15 degrees above the fire sprinkler heads temperature rating. 2. Please identify, on the drawings, the location and dimensions of the two control areas and provide a detail of the wall that separates the two areas. This wall is required to meet International Building Code requirements of a 1 -hour fire barrier. 3. Please provide the manufacturers cut sheets of the fusibly linked fire assembly to be installed in the fire barrier opening between the control areas. 4. Please verify the temperature rating of the existing fire sprinkler heads. The existing sprinkler density of .39gpm/5600 sq ft is sufficient for the proposed storage arrangement per NFPA 13 only if high temperature (286 degree) heads are utilized. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971 -8718. No further comments at this time. MACKINNON EQUIPMENT SERVICES Formerly Known as role Uft Tr udcs of Florida & Georgia Jcs of Florida & South Georgia TAMPA 2230 N. US. Highway 301 Tampa, FL 33619 -2690 (813) 621-4671 (800) 780-4671 Fax (813)•628.9501 ORLANDO 1915 N. Orange Blossom Trail Orlando, FL 32804 (407) 843-0134 (800) 330-0134. Fax (407) 648 -8923 JACKSONVILLE 6907 Broadway Ave Jacksonville, FL 32254 -2717 (904) 693 -9200 (800) 340-0451 Fax (904) 693 -0155 TIFTON 2755 Marshall Drive Tifton, GA 31793 (229) 388 -8120 (866) 388-8120 Fax (229) 388 -8121 MadOnnonEqu/pment com • Yale Forklifts • JCB Construction Equipment • Attachments • Batteries & Chargers • Carts & Dollies • Dock Boards & Equipment • Factory CAT Sweepers & Scrubbers • Magliner Hand Trucks • Pallet Jacks • Princeton "Piggy Back' Forklifts • Racking & Shelving • Taylor -Dunn Personnel Carriers • Warehouse Layout & Design Specialist Customer Rrst In All We Do Attn: City of Tukwila o PERMIT #D -12 -280 Attn: Bill Rambo cc: Al Metzler cc: Dave Larson RESUBMITTAL PACKAGE FOR D -12 -280 Included in Package 4 Sets of the Following: 1. Revised Plans showing Egress Paths, Emergency Lights and Statement of Section 1006 of the IBC 2. Architectural Drawings of Building to Include Ceiling Height and Location of Smoke Vents 3. Statement on Interline letterhead indicating Max Storage Height, Height of Ceiling and Building Columns Material 4. Listing of Commodity Codes and Description 5. Original Construction Permit Applications Adam Lowery, Account Manager 904 - 838 -7221 CORRECTION RECEPIIED LTR #, I CITY OF TUKWIL, SEP 1 2 2012 PERMIT CENTER INTERLINE BR A ND Tel: 856 - 533 -3175 Email: hshah @interlinebrands.com July 7, 2011 Al Metzler Fire Project Coordinator Tukwila Fire Prevention Bureau Andy Shah Senior Distribution Loqistics Enqineer 804 East Gate Drive, Suite 100 Mount Laurel, New Jersey 08054 U.S.A. www.interlinebrands.com Re: Correction Letter#1, Development Permit Application Number D12 -280 Dear Mr. Metzler: Per your request, here is the information you requested: 1. Attached layout shows locations of all existing and proposed smoke vents. 2. Total proposed storage height — 22' and the height of the ceiling — 24' 3. Building columns — wood Please feel free to reach out to me if you need additional information. Thank you. Andy Shah CORRECTIOP! RECEIVED CITY OF TUKWILA SEP 1 2 2012 PERMIT CENTER I� • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 30, 2012 Adam Lowery 6907 Broadway Av Jacksonville, FL 32254 RE: Correction Letter #1 Development Permit Application Number D12 -280 Interline Brands —1149 Andover Pk W Dear Mr. Lowery, 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 Building and Fire Departments. At this time the Planning and Public Works Departments have no comments. Building Department: Fire Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Al 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 four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, -R,:a Bill Rambo Permit Technician encl File No. D12 -280 W:\Permit Center \Correction Leners\2012\D12 -280 Correction Letter tll .doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: August 28, 2012 Project Name: Interline Permit # D12 -280 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. The significant changes in rack installation of the south and north sections of the warehouse will affect the egress from these areas. A main egress path lighted with emergency light fixtures per section 1006 of the 2009 International Building Code is required for these areas. Please show this path on the floor plan. Each path should connect at least two exits. All required exits should connect to an egress path. All points in the building must be within 100 feet of a main egress path. An electrical permit is also required for this scope of work. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. • • Tukwila Fire Prevention Bureau Al \'lctrler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: August 27, 2012 Project Name: Interline Brands Address: 1149 Andover Pk W Permit #: D12 -280 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 a detailed description of the types of commodities to be stored in the racks and if they are encapsulated. 2. Please show locations of all existing and proposed smoke vents. 3. Please provide the total proposed storage height and the height of the ceiling. 4. The drawings appear to show building columns located within the rack structure. Are these columns wood or metal? Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971 -8718. No further comments at this time. • PE ` T CO PLAN REVIE �� TMG SLIP ACTIVITY NUMBER: D12 -280 DATE: 09 -25 -12 PROJECT NAME: INTERLINE BRANDS SITE ADDRESS: 1147 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: BDIng V 1 irtP revent ion N1 11 w & N em. I,L Planning Division Public Works Structural n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 09-27 -12 Not Applicable Permit Center Use "Only. ' 0 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUJING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 10-25-12 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit•Center Use Only • . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 COORD COSY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -280 PROJECT NAME: INTERLINE BRANDS ............_........ SITE ADDRESS: 1149 ANDOVER PK W Original Plan Submittal X Response to Correction Letter # 1 DATE: 09 -12 -12 Response to Incomplete Letter Revision # After Permit Issued Public Works ItAA kw( Fire Prevention Structural Planning Division ❑ Permit Coordinator EN' DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 09-13-12 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: DUE DATE: 10 -11 -12 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only _ CORRECTION LETTER MAILED: 01‘1120t,' Departments issued corrections: Bldf Fire Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2-28-02 • PE CO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -280 PROJECT NAME: INTERLINE BRANDS DATE: 08 -21 -12 SITE ADDRESS: 1149 ANDOVER PK W X Original.Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Issued DEPA THE TS: // 442 ul din Division (, I Public Works ❑ Fire Prevention Structural El Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 08 -23 -12 Not Applicable Comments: Permit .Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 11,1 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-20-12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Perriiit'.Center Use Only,•'" ' ,r• • CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Steve Lancaster, Director I REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: M17, \ZOV„, Plan Check/Permit Number: PV ' aC ❑ Response to Incomplete Letter # rg Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Ikr1"e oE. U./. G7 K 7 Project Address: 1141 ii`t )02- Contact Person: an 9 Phone Number 0 -4-33U i f Summary of Revision: b00 I/ `t' -1 a 1Z b-7 Jni ,tom ubj INCi9a9 Witfirolf ou Vi -ter t"" 1' -1 6 $oDw Qvioa Vast biz fit, Me kw) titctr pity 1 btieo Lra- RECEIVED �P. 2 5. PERMIT CENTER Sheet Number(s): V' I i -I= `t 1.57..... "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: '3 I Entered in Permits Plus on -a-5 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • • City of Tukwila Department of Community Development 6300 Soutllcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Pax: 206-431-3665 Web site: higr :iiv► w ci.tukwila.wa.ur VISION SUBMITTAL. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: gilt 12 °11- O Response to Incomplete Letter # Response to Correction Letter IS ❑ Revision # after Permit is Issued Plan Cheek/Permit Number: 1) \ 2 " 7 go ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 4r4,- Project Address: /Pi/ A'cot 9ir1( WEST, TukW;14 it1A- Contact Person: j - aim Pbone Number:(go' j) g 3 g - ']It Summary of Revision: &idol D iM E GiLE)i Pi411►5 1/1iq14ltkW 1,. ?,txxG C1vkw Ly t6i (loci 4ac4-110.-, look -LQc suo ed w�µ it c ?rcvcNhl'b., ors 4., — Out, I eke.ii�cr1 i'bk (5 f4 ! �wed)i1 Noe A4347:4 , /t)t a.ita.s b Srna kC vc n IJ del; rt tie 41 , pivQicsrr.i S m y Axel Ce. !�i-q Gl�r[t- S /n 1rd i guy 1 Ce +„ w..t , al ole RECtivtD CITY Or TUKWILA Sheet Number(s): "Cloud" or highlight all areas of revision includin d e of r ion Received at the City of Tukwila Permit Center by: 151- Entered in Permits Plus on -1' I)''�- \applications\ hens- applications on Gnarevisian submittal Created: 8 -I3 -2004 Revised: 1 -2009 SEP 1 2 2012 PERMIT CENTER Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of ' account and carry general liability insurance. Business and Licensing Information Name WIZE SOLUTIONS INC UBI No. 602961419 Phone 8019660210 Status Active Address 2724 South 3600 West Suite N License No. WIZESSI900M3 Suite /Apt. License Type Construction Contractor City West Valley Effective Date 7/23/2010 State UT Expiration Date 7/23/2014 Zip 84119 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date PECK, RYAN President 07/23/2010 Amount BIGELOW, TYSON WILLIS Vice President 07/23/2010 EPP0058795 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 WESTERN SURETY CO 70969130 07/23/2010 Until Cancelled $12,000.00 07/23/2010 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 3 Cincinnati Ins EPP0058795 09/27/2012 09/27/2013 $1,000,000.00 10/05/2012 2 Co Cincinnati lns CPP042559 09/27/2010 09/27/2012 $1,000,000.00 09/30/2011 1 CNA INS CO LTD 4012327030 09/27/2009 09/27/2010 $1,000,000.00 07/23/2010 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 https: // fortress .wa.gov /lni/bbip/Print.aspx 10/11/2012 MIXED -USE, NON - SEPARATED USES (SECTION 501) TYPE OF CONSTRUCTION: III -B (FULLY SPRINKLED) ¢01.3 TWO SJORY, BUILDING IS SURROUNDED BY 60' OPEN SPACE ALL SIDES. (B,6)'1 USES) ASSESSOR PARCEL NUM3ER 543295114 LEGAL DESCRIPTION PARCEL B: 352304 Si POR OF SW 1/4 OF SE 1/4 OF SEC 26 -23 -4 4 POR NW 1/4 OF NE 1/4 OF SEC 35 -23 -4 BEG AT NE COR OF NW V4 OF NE 1/4 SEC 35 TH N 81-44-004 30 FT TH N I -41 -29 E ALG W LN OF ANDOVER PARK W 11666 FT TH N 81 -55 -02 W 1101 FT TO TPOB TH S 81.55 -02 E 440.1 FT TH S I -41 -29 W 11481 Ft TO AN ANGLE PT THEREIN T14 S 1.5I -39 W 682.19 FT N N 81 -55 -02 W 4407 FT TH NLY IN A STRAIGHT LN 191 FT TO TPOB LESS WLY 216.6 FT E3UILDING AND SITE STATISTICS: BUILDING CODE: ZONING: SITE AREA: APPROX. EXISTING BLDG. TENANT SPACE: IBC 2009 W/ WA STATE AMENDMENTS TUC (TUKWILA URBAN CENTER) 215,015 SF. (4.94 AC) 95050 SF. 63,218 SF. AREA OF WORK: 24,503 SF. SOUTH BAY OCCUPANCY GROUPS AND LOADS: B (OFFICE) 1,066 S.F. / 100 a 11 OCCUPANTS 5 -I (WAREHOUSE) 46,303 S.F. / 500 • 93 OCCUPANTS TOTAL OCCUPANTS = XC P LT5 TWO EXITS ARE REQUIREP AND TWO EXITS ARE PROVIDED ON EACH SIDE cf SHEAR WALL TYPE OF CONSTRUCTION: III -B (FULLY SPRINKLED) PARKING NEW RACKING IN EXPANDED AREA CREATE A CONTROL AREA FOR EXEMPT QUANTITIES ABLE AND HAZARDOUS MATERIALS, WITH EXEMPT AMOUNTS WITHIN THE EXISTING AND INSTALL EMERGENCY PATHWAY LIGHTING. NEW SMOKEYENT /SKYLIGHT COMBINATIONS AS SHOUt4 IN FLOOR PLAN. RATE PERMITS ?AEKING.: :OVERALL BUILDING OFFICE: 8 ,318.4 SF. 1 3.0/1000 = 25.0 SPACES RETAIL: 14041.0 SF. • 25/1000 = 36k SPACES WHSE: 83,5566 SF. 1 1.012000 = 41.8 SPACES 103 SPACES PARKING S PRO 1DED 125 EXISTING PARKING SPACES (NO CHANGE) AREA OF WORK SEPARATE PERMIT REQUIRED FOR PAechatical Electrical Pluming Gas Ptping City of Tukwila BUILDING DIVISION , HVAC, ELECTRICAL, FIRE ALARM, PLL11 I OUINER CAUZST INDUSTRIAL HOLDINGS LLC C/O KIDDER MATHEWS 631 STRANPER BLVD, SUITE G TU10.111LA WA 98188 PH: 283- 893 -1156 FX :206-$15 -0121 PL. N 01sr03" E 787.00' REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 AA/ ti\r'7 City of la BUILDING V?I ISION w p a • AA OF A ON VICINITY MAP N SCAM N.T.S. BLDG E BLDG D rELIDG c O- ■ -M - BLDG l3 BUILDING A ANDOVER PARK leST KEY SITE PLAIt SCALE. N.T.O. a Q FIL.COPT, t 30'-21" N N Permit No. /t) Min review approval is stied b errs and off. Approval of construction documents does not authorize \ th violation of any adopled code or ordinance. Receipt of approved Field Copy andeondliorls is agar ged: City Of �Ik� BUILDING DIVISION TENANT AREA 1.� r- SITE PLAN SCALE: P ' $ 30' PL 8 015103' W 797.00' r REVISIONS o changes shall be made to the scope of work without prior approval of Tukwila Building Division. N''TE: Fiv visions will require a new plan submittal cr d may include additional plan review fees. CORRECTION LTR# bi290 f1•lflww•....ww : w wwwl QwKiww.,\ A II I " A nl nnnPI%■■•r .. •. .... -4 W N 1 0 A 0 8 U 0 N N N N M 0000 In to 'it Cs/ o 40 x ct. u_ ErAll• o� IY� Il' Q< Z '- O w CO moo (0 Q Cr)�0) 0 z E �� Pi O4 Z II Cn Q 0-1. w C CA r=4 r=4 —L z zo WQ Z o CN-1 E-4 R CErVED CITY OF TUKW!LA SEP 2 5 2012 PERMIT CENTER A a� CONTROL AREA ONE TO HOUSE EXEMPT AMOUNTS OF FLAMMABLE AND HAZARDOUS MATERIALS 195' -5" 13' -5i" BALANCE OF EXISTING WAREHOUSE CAN HOUSE NE EXEMPT AMOUNTS OF FLAMMABLE AND HAZARDOUS MATERIALS 98' 122' -31" V EXIf 00 1111f•1•1■■11111111■■wi. 1111...■■■ rea11■11•■s■■111■s1111.■i■a11111■■11a=■11..1w1 1 1 1 I, 1 1 1 10' x l • , TYP. 4'X8' MELT OUT SKYLIGHT/SMOKE VENT N. 7 IXI • • Ex WAREHOUSE SEMI-HEATED MAX. 44 t MAX 8 BiUN / SF RACKING SEE ATTACH RACK PLAN 24,503 SF 41/500=49 PANTS EXIT PATHWAY WITH PATHWAY ILLUMINATION (SEE NOTE) WITH LIGHTING AT APPROX. 24' O.C. (SEE RACK PLAN). • IX! • I X; I L. ADD TWO NEW FUSEABLE LINK 4'X8' SMOKE VENT / SKYLIGHTS (VERFIY LOCATION WITH FIRE MARSHA Ater e� /014 C416/1* 1 1 1 1 1 1 1 1 1 1 1 • Fl IXI � 12' EX I HOUR WALL AND EX. SHEAR WALL IC 71 A • EXIt ■ r■■ wr ■w■■■■■■.iw11•aa■■w1111w1111.111111111■■aa1•1■■ • EX?. WAREHOUSE SEMI- HEATED MAX. 44 D MAX 8BTUH /SF EXISTING RACKING 9,550 SF 01/500 = 19 OCC. • 12' X lc 7 I X I ■ ■ 1 ■ ■ - w sa - 1 - ■■ ■■ sa ■■ 1 i 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 W 1 HOUR FIRE COILING DOOR PEC THIS SHEET 1 1 1 1 1 • • wNO .NO ■I■■ III ee- -- -sasaI■■IN . -•NI■ TYP. 41X8' MELT OUT SKYLIGHT /SMOKE VENT EX. WAREHOUSE SEMI - HEATED MAX. 44 D MAX 8 BTUH / 5F EXISTING RACKING 11,138 SF V500 = 24 OCC. I<7 ji 10' • • • r -------- - -• -•- -- ' • X X APPR1. PURLIN LOGATIN5 1 1 I t t 1 24' -I" GLIB 1 ■ I • EX. WAREHOUSE SEMI - HEATED MAX. 44 D MAX 8 BTU -I•/ SF EXISTING ING 14,318 SF ® 1 00= 29 OCC. 0 II 1 1 1 ore M 1 1 1 1 1 1 1 1 ■ 1 IXI e. X 12' 25' GLIB ixi X 10 k EX. SNEAR-1.1ftiL -t — — ADD ONE NEW FUSEABLE LINK 41X8' SMOKE VENT/ SKYLIGHTS (VERFIY LOCATION WIN FIRE MARSHAL) ■ 24' -1" EXI 24' -1" 11' -10" OFFICE AREA 3 =414 SF U100 = 4 OCCUPANTS TRAINING = 18 OCCUPANTS SINGLE EXIT DOOR 5C14EIDUL.� EXISTING VENT RATIO IS I/128 SF NEW VENT RATIO WITH 8 SKYLIGHTS = I/95 Fl NEW I HOUR COILING FIRE DOOR, OVERHEAD DOOR CORP. SERIES 630,WITH FIRE ALARM SYSTEM ACTIVATION AND FUSEABLE LINKS ON BOTH SIDES, CURTAIN 22 GA. GALVANIZED STEEL, BOTTOM BAR, CHAIN HOIST, (SEE ATTACHED SPECS) WALL SCHEDULE: EXISTING WALL HAS BEEN FIELD VERIFED AS TO CONSTRUCTION AND MEETS GA FILE NO WP 3514. WALL HAS 2X6 WOOD STUDS AT 16" O.C. WITH 5/8" NICK GYP BD EACH SIDE (FIELD EXAMINED AND DOES HAVE SMALL FIBERS IN THE GYPSUM), APPLIED PARRALEL TO EACH SIDE OF STUDS. ASSUMED IS 1 1/4" TYPE W DRYWALL SCREWS AT 12" O.C. (FILED VERIFIED ON SPACING). JOINTS ARE STAGGERED ON EACH SIDE OF WALL, NON LOAD BEARING. wALL DOES GO UP TO A GLU LAM BEAM SIZE MEETS HEAVY TIMBER 1 HOUR CONSTRUCTION. APPEARS THAT DRYWALL IS 41*a'T16ILtbu RAGE IN RACKS: 1. SEE RACKING PLAN FOR DIMENSIONS 2. TOP OF PRODUCT IS LIMITED TO 20' 3. CLASS I -IV PRODUCT (SEE DESCRIPTION) 4. EXISTING SPRINKLER SYSTEM I5 39/%00 5. SPRKINKLER HEADS VERIFY IN FIELD ARE 286 DEGREE HEADS MUST BE 286 d, OR MUST BE CHANGED OUT TO THAT. 6. EXEMPT AMOUNTS OF FLAMMABLE LIQUIDS WILL BE STORE EITHER SIDE OF THE ONE HOUR DEMISING WALL (CONTROLL ROOM SEPARATIONS. 6. SMOKE VENTS ARE EXISTING MELT OUT TYPE. NEW SMOKEVENTS /SKYLIGHTS TO HAVE MIN. 20 D FUSEABLE LINK OR MELT OUT OVER SPRINKLER HEAD TEMP. (320 DEGREE) 1. PER TABLE 23062, DRAFT CURTAINS ARE NOT REQUIRED (OPTION ONE), NON PUBLIC ACCESS 0- 500,000 SF. NOTE: EMERGENCY LIGHTING FACILITIES SHALL RE ARRANGED TO PROVIDE INITIAL. ILLLMMATION THAT IS AT LEAST AN AVERAGE OF I FOOT - CANDLE AND A MINIM AT ANY PONT CAF ®J FOOT- CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL ILLIS NATION LEVELS SHALL ea PERMITED TO DECLINE TO 0b FOOT-CANDLE AVERAGE AND A MNIhir AT ANY POINT OF Aft FOOT - CANDLE At THE ENp OF THE EMERGANCY LIGHTING in DURATIGN. A MAXIMLM- TO -MNPU 1 ILLLMNATION W PORMITY RATIO OF 40 TO I SHALL NOT BE EXCEEDED. LIGHTING CAN BE PRWIDEP BY EITHER A BSATTERY BACKED UP DUAL HEAD EMERGENCY LIGHT OR BATTERY BACKED LP OVERHEAD FLUORESCENT. EX. RAMP d9cv eb pe",. u� HIGH PILED STORAGE AREA IS UNDER 12,000 SF SMOKE VENT IS NOT REQUIRED. f 35' -51" HIGH PILED STORAGE AREA 15 UNDER 12,000 S.FOFFICE AREA 1 =953 SF SMOKE VENT IS NOT REQUIRED. 1/100 = 9 OCCUPANTS SINGLE EXIT TEAM OVERALL FLOOR PLAN SCALE: 1/16" = I' -0" 4T -10" OFFICE AREA 1 =1,540 SF a 1100 15 OCCUPANTS SINGLE EXIT EXISTING VENT RATIO IS 1/112 SF NEW VENT RATIO I/90 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 1 59 114 O SOUTkCENTER UJEST BUSINESS PARK OVERALL PLAN 1141 ANDOVER P4R< UJEST BUILDING C TUKUJILA, U14S1-IINC TON RECEIVED CITY OF TUKW L_A SEP 2 5 2012 PERMIT CENTER DESCRIPTION N N N N f• C) CD to al tn 00 03 1 I KJ CO am- N (.0 (0 0 0 N p A PROPOSED RACK INSTALLATION : INTERLINE BRANDS PHASE TWO ST BUSINESS PARK SOUTHCENTER z UO H z—z SQ -+-i cia PARK WEST, O Z N T = 1 C:1Documents and Settings\AII Users Documents \CAD1200210225 GVA- KM1Southcenter West Business ParkUNTERLINE BLDG Clradcs\T- 1_dwn. T-1 0/9SI fl19 11 027012 A\/ NEW DOUBLE DOME SMOKE VENT WITH FUSEABLE LINK OPERATION OR SINGLE DOME MELT OUT TYPE NEW 2X10 ROOF CURB (OR FACTORY CURB) WITH 4X CANT STRIP AND RUN ROOFING UP AND OVER TOP OF CURB. PROVIDE NEW 2X6 STIFFNER AT OPENING EDGES, TYPICAL BOTH EDGES IN SIMPSON HANGER, NAIL W/ IOd AT 12" O.C. STIFFENERS TOGETHER REMOVE ON STIFFENER NEW SMOKE VENT SCALE: U2" ; 1' -0" CURB BEYOND REMOVE PLYWOOD AND MIDDLE STIFFENER EX 4X PURLIN AT 81O.0 WITH 2X STIFFENERS AT 2' O.C. WITH 1/2" PLYWOOD AND EX. ROOFING EX. 4X ROOF PURLINS s 8' OC. NEX. 2X ROOF STIFFENERS AT 2' 0.C. NEW SKYLIGHT ON 2X10 CURBING VERIFY WITH MANUFACTURER REVIEWED FOR CODE PpR CE A APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION NEW SMOKE VENT: ROOF FRAMINCs SCALE: 1/2" ; 1' -0" SMOKE VENTS TO BE 4'X8' COMBINATION SKYLIGHT AND SMOKE VENT WITH FUSEABLE LINK ACTIVATION OR MELT OUT TYPE. VERIFY EXACT LOCATION WIN PURLIN AND STIFFENER LOCATIONS AND WITH FIRE MARSHALL. PECEP.ED CITY OF TUK4,,,; SEP 2 5 2012 PERMIT CENTER N CO CO CO I I re) CO In It I-- CL 0 aoCD z `- CV (NI O J w w h- z 00 X CO I- = < Q) W Q li r-V)O1 A PROPOSED RACK INSTALLATION : BUSINESS PARK H SO UTHC ENTER z U O taz ac) E-+ C-� U) z a .-1 E-+ T=2 C: \Documents and Settings■AII Users1Documents\CAD12002 \0225 GVA- KM \Southcenter West Business Park1INTERLINE BLDG C \racks \T- 1.dwg, - , 8J ' ,01210:43:27 AM DATE I (tijr/-(1-(- I DESCRIPTION I SUBMIT FOR OWNER REVIEW SUBMIT FOR PERMIT NN t t / N CO CO CO I I re) CO In It I-- CL 0 aoCD z `- CV (NI O J w w h- z 00 X CO I- = < Q) W Q li r-V)O1 A PROPOSED RACK INSTALLATION : BUSINESS PARK H SO UTHC ENTER z U O taz ac) E-+ C-� U) z a .-1 E-+ T=2 C: \Documents and Settings■AII Users1Documents\CAD12002 \0225 GVA- KM \Southcenter West Business Park1INTERLINE BLDG C \racks \T- 1.dwg, - , 8J ' ,01210:43:27 AM Maximum storage height = 20ft • Sprinkler density = 0.39/5600 with 286F degree heads \I 194'— /HA 4111 14190146,4. A1191Ae 41Z4 AIL aaa ►1//►11 .a..a 14 I ".4 aa141 41111 4r, Ir4� /1 / ►/1 _ ale r- 12' -5 °-- 33 ammommumummmomummmenrmmummommork \.' "'... ` \ \::� \.'`” -, \%.` \ \. ` \, \\\ `2.� \� •` � % Ve' C" \ \ \ *:5• _` 3 \7� \ ♦`Y:� \ \:1 \ \ " ∎•` "' b. . ' 15) 1 �1�; .a ��li It���.. I 1. 1 1 III !11 II III I 1 1 1,, 1� III II, 1 & 11 =1-11-11I =111 ' .ks IP il 1 nc2i • II I I 1111 , II . 1111►1 � 101‘11 ' i , ICI, ► „� now" II 2 2' TypE VON ` LNEW RACK` N SACK 122' -6° i TING PIT iiEuY PIT ,v PIT p E V EOD NEW Phi ERNO IDF Doc Panel EXISTRO RAMP Ex 16' 6" Y SOUTH SIDE Z4X Luminaire Schedule Fixture Spacing: NOTED 711 T1 4 x 8 PLUM) AT 1Ofl. OF 11f FLOOR QUAD OUTLET ON ME BOARD. PWS 3• CONDUIT T2 r:. T3 T4 UPS LTL t EW PIT Work Plane = 36" A.F.F. Label S I H -1 x8 -2 L -T8 -H P- M4 -PH- EBALLA Init Lum Watts LLD LDD BF LLF 39 1400 73 0,90 0.90 1.15 0.93 Facility Data Ceiling H = 25' Mounting H = 22' Rack H =18' Reflectances NE'N EO ib/0£ eita•,om. REVIEWED FOR CODE PPRO CE VED A OCT 0 3 2012 City of Tukwila BUILDING DIVISION Iv ICI ORTH SBDE SLS INTERLINE Date:9 /7/2012 R-04 Prepared By: MA Checked By: MA Ceiling = .6 Walls = .4 Scale = NTS Rack Refl. = NA Calculation Summa Label Floor = .2 CalcPt Avg Max Min 1.69 2.4 ! to Avg/Min 1.69 Max/Min 2.40 Luminaire data is obtained according to IES procedures under laboratory conditions. Field results may differ from computer modeldue to many factors, including ambient temperature, line voltage variations, installation, reflectanc es, and tither site specific conditions. Precision- Paragon 23281 La Palma Ave. Yorba Linda, CA. 92887 Phone : 714-386 -5550 Fax : 714-386-5649 www.p -2.com RECF PFD CITY OF SYjJL <,,,•„ SEP 2 5 2012 PERMIT CENTER MINI BIN - SHELVING 24'' DEEP I 2 4 C N . loommomporosmo■ E 63 x 2 D33E3 sossoloosa"..emp D3 E. .73111?7,17111.71.1 433, aela■doslowas H _P. X 31,3E43 seunewstememomm. 333 33i. x 3.D 33 P- Nommeralsens GI. X: DYE; eloomarnamsos. E 81 X1 D3313 valmowersolammemes H GI X 23E3 33.11 summommastamems. -EC X 3 D 333, TYP 48Y4 0/4 r9 E3 43 X 71 I1333 3- TYPE A South Side - 90 Bays MEDIUM / LARGE BOX 48" DEEP 40 1 38 22 22 .212 212 212 212 F D B 3 A .G6L X 43D X 23H RACKS 42" DEEP z 32 34 E 34 0 - 34 34 1- A D C RACKS 8 42" DEEP z 1 42 28 218 28 28 28 28 F D B A TALL/SHORT PALLET ITEMS 42" DEEP 52 56 B 108 A SHORT PALLET ITEMS 42" DEEP 54 54 54 54 Tali Item - Flat <72" 32 1 34 1 34 C 34 34 3 34 TUBS AND WALL KITS 2,3 LEVEL TALL ITEM - FLAT <72" 34 34 34 X B 114 TALL AND PALLET ITEMS 2ND LEVEL PALLET 52 56 108 VERTICAL 8EPERATORS A TYPE C South Side - 11 Bays North Side - 18 Bays TYPE D South Side - 44 Bays North Side - 24 Bays \N HACK 94'-8" TYPE D - 1 South Side 11 Bays North Side - 7 Bays TYPE E South Side - 11 Bays North Side - 7 Bays TYPE F South Side - 33 Bays North Side - 6 Bays TYPE G North Side - 4 Bays S TYPE H North Side - 5 Bays AC'/K 293' 17 1 28 26 216 2/6 216 1 216 26 2:61 20/10 FEET PIPE CUBBIE RACK 3K PIP/ SHELF F C B TYPE K North Side - 14 Bays TYPE L North Side - 5 Bays \N HACK 40 38 22 22 TY G/ SHEL= F E 22 22 1 22 CAGE 212 TYPE D-2 North Side - 2 Bays REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 10'-8" i33,33_,EG -1:3E e 2 TYPE L 6 ft Beam NEW RACK TYPE L 6 ft Beam NEW NEW PIT NEW EOD EXISTING RAMP EXTERIOR [1.1 4DPIT Exisstig Table NEW PIT -6" SOUTH SIDE v Ta IL/at Ti 4 X 8 PLYWOOD AT 1CF• . OF THE FLOOR, CUM OUTLET CN THE EXORD. PLUS 3° CONDUIT T2 1.1./OC New Table T3 T4 UDS LTL 1 HOC Existing RELEIVEC AUG 212012 .1T CENTEiT, P): SCE. other co_1;.,.. scope r rno: fT The P.F.. certification provided hen1..) SCE, Inc. pertain- to thc shelving compotts only. All other coI )nents are outside the scope of thi, NORTH SIDE 017---a86 '10 XpIRE ■.) IN ERLIN i49 AND- VE-IR PAR< WESI WA 98188 LO1 8/16/12 AUG 6 \'7 3" COLUMN NOTES: USE IF3014 @ TYPE D,D1,G 1 A USE IF3013 @ TYPE L,F, D2 1 B COLUMN/BASE LOCATIONS TYP. DESCRIPTION MATERIAL STEEL YIELD 8" BASE PLATE 8" x 8" 3/8" THICK PLATE ASTM A36, Fy=36,000 PSI 1/8"1/ 3/8"- 8" 3" 3" COLUMN NOTES: USE @ TYPE C HMH COLUMN/BASE LOCATIONS TYP. 5" - -3/1a/.7-- <TYR 8" -1 "--; 3/8"- 1" DESCRIPTION MATERIAL STEEL YIELD COLUMN: IF 3013 OR IF 3014 13 GAGE 0R14 GAGE ASTM A570, Fy=55,000 PSI 11/16"---/ 5/160 SAFETY PIN DESCRIPTION 3-PIN CONNECTOR MATERIAL 7 GAGE < TYP. 1r\-- 1/8" 1// 6" 2" / TYP • • 1/8" z- 7/160 GR. 55 RIVET STEEL YIELD , ASTM A570, Fy=55,000 PSI —3 3/16" -7 NOTES: USE @ ALL HMH BEAM TO COLUMN CONNECTION LOCATIONS TYP. 1 3/4" -7‘ 1" -/ DESCRIPTION MATERIAL STEEL YIELD 2-1/2" BEAM (HMH #24160) 16 GAGE ASTM A570, Fy=55,000 PSI NOTES: USE @ LEVEL 1-6 TYPE C BEAM LOCATIONS TYP. DESCRIPTION MATERIAL STEEL YIELD NOTES: CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO ENSURE REQUIRED EMBEDMENT IS OBTAINED. DESCRIPTION HILTI KWIK BOLT TZ ANCHOR NOTES: SIZE 1/2"0 X 3-1/4" MIN. EMBED. SEE NOTE #4 ABOVE FOR ANCHOR ESR# 1917 SPECS. BASE PLATE: 8" x 5" 3/8" THICK PLATE ASTM A36, Fy=36,000 PSI DESCRIPTION COLUMN: HMH IF 3014 MATERIAL 14 GAGE THK. STEEL STEEL YIELD ASTM A570, Fy=55,000 PSI DESCRIPTION MATERIAL STEEL YIELD 3" BEAM (HMH #30140) 14 GAGE ASTM A570, Fy=55,000 PSI NOTES: USE @ ALL BEAM LOCATIONS TYP.UNO. 5 3 3 11 11 COLUMN NOTES: BACKER REQ'D UP TO 108" ELEV. 3 GENERAL PROJECT NOTES 1. DESIGNED PER REQUIREMENTS OF THE 2009 IBC, 2008 RMI RACK DESIGN MANUAL 2. 3/8"-J NOTES: USE IF3013/1F3013 BKR. @ TYPE E, 3A USE IF3013/1F3014 BKR. @ TYPE H, 3B USE IF3014/1F3014 BKR. @ TYPE K 3C HMH COLUMN/BASE LOCATIONS TYP. DESCRIPTION BASE PLATE: 8" x 8" MATERIAL 3/8" THICK PLATE STEEL YIELD ASTM A36, Fy=36,000 PSI L DESCRIPTION & MATERIAL STEEL YIELD _8.. COLUMN: IF 3013/ IF 3013, 13GA COLUMN: IF 3013/ IF 3014,13GA/14GA COLUMN: IF 3014/ IF 3014, 14GA ASTM A570, Fy=55,000 PSI REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION — VARIES- 3 3/8" N--3/8"0 X 7/8" SLOT 4 PLCS 1 1/2"-, 11/16" -1- * -7-- 3/4"-- DESCRIPTION ROW SPACER NOTES: MATERIAL 14 GAGE _ ATTACH WITH (4) 3/80 GR. 5 BOLTS, STEEL YIELD ASTM A36, Fy = 36,000 PSI (2) @ EACH END 3/4"---- / -1" / 1 5/8" 3 3/8" 6 4. 5. 6. 7. 8. 9. 10. 11. SEISMIC CRITERIA Ss = 1.40, Si = 0.479, Fa = 1.00, Fv = 1.521, Ip= 1.0, Sds = 0.934, Sd1 = 0.485, OCC. CATAG. II SITE CLASS D, SEISMIC DESIGN CATAG, D. STORAGE CAPACITY: TYPE C = 1500# PER LEVEL 1-6, 3000# PER LEVEL 7-9 TYPE D= 3000# PER LEVEL TYP. TYPE D1 = 3000# PER LEVEL TYP. TYPE E = 4500# PER LEVEL TYP. TYPE F = 4500# PER LEVEL TYP. TYPE G = 3000# PER LEVEL TYP. TYPE H = 3000# PER LEVEL TYP. TYPE K = 3000# PER LEVEL 1 TYPE L = 2700# PER LEVEL TYP. ANCHORS HILTI KWIK BOLT TZ ESR#1917, 1/2"0 x 3 1/4" MIN. EMBEDT (2) ANCHOR PER BASEPLATE @ TYPE C (4) ANCHOR PER BASEPLATE TYP. UNO. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION, EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 6.5" x 3000 PSI. SOIL BEARING PRESSURE 2000 PSF © GRADE OR BETTER ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70)0‹ ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 1/2"--/ DESCRIPTION r3-3/8" BEAM (HMH #33160) NOTES: MATERIAL 16 GAGE USE-AS ALTERNATE @ ALL HMH#36140 STEEL YIELD 7 ASTM A570, Fy=55,000 PSI BEAM LOCATIONS TYP. DESCRIPTION BRACING: HORIZ. & DIAG. MATERIAL 16 GAGE STEEL STEEL YIELD ASTM A570, Fy=55,000 PSI DESCRIPTION 1 MATERIAL STEEL YIELD t-----1 3/4" NOTES: USE @ ALL BRACE LOCATIONS TYP. *Pn 11 ECEIVED AUG 21 2012 IT CENTER 0 (0 3-3/4" BEAM (HMH #36140) 14 GAGE ASTM A570, Fy=55,000 PSI AUG NOTES: USE @ LEVEL 2-4 TYPE K, ALL LVL TYPE E,F BEAM LOCATIONS TYP. M-041812-2 SHEET NO. SCE 1 OF 3 MEDIUM/LARGE BOX 48" DEEP E A 96L ,)4 48D X 23H 9 , LVL 8 LVL 1-6 RACKS 42" DEEP T)`P. 34" 3 4 216" 34 34 34 A 1A 21 RACKS 8 42" DEEP 11 11 6" ,) 11 11 ,, -, I. 9 , TYP. - „ Y F E D C B A TALL/SHORT PALLET ITEMS 42" DEEP 1A) 7 21 611 TYPE C New Side - 11 Bays Existing Side - 18 Bays SHORT PALLET ITEMS 42" DEEP 51" 54" 216" 54" 54" C B A 1 8) H11 TYP Tall Item - Flat <72" 21 E 9 , TYR 34 34 C 34 34 A TYPE D New Side - 44 Bays Existing Side - 26 Bays 21 TYPE D - 1 New Side - 11 Bays Existing Side - 8 Bays 5415 U B 5 A 198" TYP 18" 1811 42" 4211 42" 42" 42" vARI Es , TYPE E New Side - 11 Bays Existing Side - 7 Bays TUBS AND WALL KITS TALL AND PALLET 2,3 LEVEL TALL ITEM - ITEMS FLAT <72" 2ND LEVEL PALLET 6" 34" X 34" 9 ; TYP. C7, 34" B 114" A 21611 TYPE F New Side - 33 Bays Existing Side - 6 Bays \,12ESCRIPTION STORAGE RACK ELEVATIONS TYPE G TYPE H Existing Side - 4 Bays Existing Side - 5 Bays K TYP/ SHELF B VERTICAL SIEPERATORS x Dl A 3 11 LVL 2-4 LAIL 1 216" 11 11 II 26" II SIDE VIEW 20/10 FEET PIPE CUBBIE RACK 3K TYP/ SHELF - 9 TYP. X -3 A ;la 18" .4 CIII 42" GENERAL PROJECT NOTES 1. DESIGNED PER REQUIREMENTS OF THE 2009 IBC, 2008 RMI RACK DESIGN MANUAL 2. SEISMIC CRITERIA Ss = 1.40, Si = 0 479, Fa = 1,00, Fir = 1.521, Ip= Sds = 0.934, Sd1 = 0.485, OCC, CATAG. II SITE CLASS D, SEISMIC DESIGN CATAG. D. 3. STORAGE CAPACITY: TYPE C = 1500# PER LEVEL 1-6, 3000# PER LEVEL 7-9 TYPE D= 3000# PER LEVEL TYP. TYPE D1 = 3000# PER LEVEL TYP. TYPE E = 4500# PER LEVEL TYP. TYPE F = 4500# PER LEVEL TYP, TYPE G = 3000# PER LEVEL TYP. TYPE H = 3000# PER LEVEL TYP. TYPE K = 3:00# PER LEVEL TYP, TYPE L = 2700# PER LEVEL TYP. 4. ANCHORS HILTI KWIK BOLT TZ ESR#1917, 1,2"0 x 3 1/4" MIN. EMBEDT (2) ANCHOR PER BASEPLATE rcl TYPE C (4) ANCHOR PER BASEPLATE TYP UNO. 5, PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. 6. EXISTING S,O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 6.5" x 3000 PSI. •. SOIL BEARING PRESSURE 2000 PSF @ GRADE OR BETTER 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA AND SHOWING THE MAXIIVUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. 9. ALL BOLTS GR. 5 OR BETTER INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR. 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE CE LING SPRINKLER DEFLECTOR. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 42" VARIES 7 TYP. t: 12go TYPE K Existing Side - 14 Bays TYPE L Existing Side - 8 Bays SIDE VIEW z Ix Ix 14, n 1149 ANDOVER PARK WEST &SI!? "7' „ I t 7:) • RECEIVE' ) EXP1Ri AUG 21 2012 PERMIT CENTER 0 cc cI 0 z AUG 1 6 [ilL JOB NO. TUKWI LLA, WA 98188 LU M-041812-2 SHEET NO SCE 2 OF 3 NOTES: 2 1 /4' SINGLE POST 1/4"0 FOOTPLATE ADDED TO REINFORCED. NOTES: ATTACH EACH FOOTPLATE TO POST W/ MIN. (1) 1/40 GR 5 KB, DESCRIPTION FOOT PLATE: 4" x 3-1/24 MATERIAL ; 12 GAGE STEEL YIELD ASTM A36, Fy=36,000 PSI 1 20 X 5 4- 8 HEX HEAD CAP SCREW GRADE 5 TYP. 1\ ANGLE POST ' 13 GAUGE LAGGING HOLES - 20 X 3" 4 HEX HD CAP SCREW GR. 5 2 1/4" i 1.1 ---1" - DOUBLE POST KEPS NUT_ 4 4-20X 3" HEX HD CAP SCREW GR. 5 - FOOT PLATE W/ANGLE POST NOTES: NOTES: ATTACH EACH FOOTPLATE TO POST !ATTACH EACH FOOTPLATE TO POST WI MIN. (1) 1/4"0 GR 5 M.B. FOOT PLATE W/ANGLE POST DOUBLED W/ MIN. (1) 1/40 GR 5 M.B. FOOT PLATE BACK TO BACK 7 DESCRIPTION SINGLE ANGLE "L" POST DESCRIPTION FOOT PLATE: 4" x 3-1/2" DESCRIPTION DOUBLE ANGLE "T" POST DESCRIPTION FOOT PLATE: 6" x 3-1/2" 7 2 1/4" DOUBLE POST 1-20 KEPS NUT ,,,--ANGLE POST 13 GAGE DOUBLED BACK TO BACK FOOTPLATE 12 GA LAGGING HOLES -4-20 X 3" HEX HD CAP SCREW GRADE 5 MATERIAL 13 GAGE MATERIAL 12 GAGE MATERIAL 13 GAGE MATERIAL 12 GAGE r STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI 41-20 HIX NUT TYP, ,-BACK & SIDE PANEL 24 GAUGE NOTE: BOLTS ARE TO BE SPACED 18" CENTERS MAXIMUM. OPTIONAL ATTACHMENT IS SPOT WELD AT 18" O.C. DESCRIPTION STEEL BACK PANELS/ POST CONNECTION MATERIAL STEEL PANEL 24 GAGE, Fy = 36,000 PSI DETAIL ANGLE POST CLOSED SIDE TYPICAL ROW END LOCI= rION ONE ANGLE KID IN FRONT AP t:t ONE IN BACK SECT WELDED TO CLOSED !..13E EVERY 11' DESCRIPTION STEEL SIDE PANELS/ POST CONNECTION NOTE: ANGLE POST ARE SPOTWELDED TO THE SHEET APPROX. EVERY SIX INCHES. 4 DESCRIPTION MATERIAL SHELF BRACKET- /–ANGLE POST FOR • STEEL SHELF 7 –14 GA SHELF BRACKET BOX EDGE SHELF SHELF BRACKET W/ ANGLE POST TYPICAL POST/ SHELF CONFIGURATION SHELF 20 GAGE 6.5" THK GRND FLR SLAB BASE PLATE 1ST FLR SLAB 2" MIN. EMBED. 3/8" SPECIAL INSPECTION REQUIRED DURING INSTALLATION DESCRIPTION HILTI KVVIKBOLT TZ WEDGE ANCHOR (ESA 1917) MATERIAL STEEL PANEL 24 GAGE, Fy = 36,000 PSI MATERIAL 3/80 x 2" MIN. EMBED. 195" DESCRIPTION BACK TO BACK "T" POSTS MATERIAL 13 GAGE STEEL YIELD ASTM A36, Fy=36,000 PSI MINI BIN - SHELVING 24" DEEP 311_ 48L X 24D X 19 X 48L X 24D X 19 Q 43L X 24D X 8H P 48L X 24D X 8H N 48L X 24D X 8H M 48L X 24D X 8H L 48L X 24D X 8H K 48L X 24D X 8H 48L X 24D X 8H H 43L X 24D X 8H G 48LX24DX8H F 48LX24DX8H E 48L X 24D X 3H D 48L X 24D X 8H C 48L X 24D X 8H B 48L X 24D X 8H A 48L X 24D X 8H TYPE A 90 Bays NOTES: (1) FOOTPLATE PER POST (1) ANCHOR PER FOOTPLATE DESCRIPTIONBORROUGHS CLIP SHELVING ELEVATIONS 4 4 BACK SIDE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 9 TYP 7 I 2 GENERAL PROJECT NOTES . DESIGNED PER REQUIREMENTS OF THE 2009 IBC 2008 FM RACK CESIGN MANUAL 2. SEISMIC CRITERIA Ss = 1.40, Si = 0.479 Fa = 1.CO, Fv = 1.521, Ip= 1.0, Sds =r 0.934, Sd1 = 0.485, OCC. CATAG, SITE CLASS 13, SEISMIC DESIGN CATAG. D. 3. STORAGE CAPACITY: UNIFORM LOAD PER SHELF LEVEL=270 LB LOAD PER SHELF 4. GROUND FLOOR CONCRETE ANCHORS: ANCHORS HILTI KWIKBOLT TZ WEDGE (ESR 1917) 3/8"0 K 2 MIN. EMBEDMENT INTO EXISTING CONCRETE SLAB 2 WEDGE ANCHOR PER FOOTPLATE @ SGL ROW UNITS 2 WEDGE ANCHOR PER EXTERIOR POST FOOTPLATE DBL ROW UNITS 5, SPECIAL INSPECTION IS REQUIRED DUPING WEDGE ANCHOR INSTALLATION. 6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 6.5" x3000 PSI. 7. SOIL BEARING PRESSURE 2000 PSF @ GRADE OF BETTER 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT., SEE ELEVATIONS FOR EXAMPLE OF SIGN. 9, ALL BOLTS GRADE 5 U NO INSTALLED TO SNUG TIGHT FIT TO. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CER7IFIED WELDERS USING E70)0( ELECTRODE OR BETTER. t1. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 1'2, THE FOLLOWING SHELF LEVELS MUST BE AFFIXED WITH ',2) #12 TEK SCREWS, (1) EA. CADDy CORNER: 2, 6, 10, 15 & 18 b1-1.--)- 66 ANC NOR EXTERIOR POSTS CNLY FOP BACK TO BOCK uNrs DC I...ISLE ROW SHELVING PUN ArJC: HO R FRONT & REAR POSTS RCP SINGLE RC,=',/ UNITS INTERIOR T POSTS TIE'El, NC ANCHOR REQUIRE RECEIVED AUG ?1 2012 - - :-)ERNT CENTER 0 LU 1149 ANDOVER PARK WEST TUKWILLA, WA 98188 •-\ SINGLE ROW SHELVING RLAN r-17 DESCRIPTION ANCHOR PLAN AUG I 6 2]12 4013 NO. M-041812-2 SHEET NO SCE 3 OF 3 _-)