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HomeMy WebLinkAboutPermit D19-0323 - MACY'S - STORAGE RACKSMACY' S 17000 SOUTHCENTER PKWY FINALED 09/30/2021 D19-0323 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049077 Permit Number: 17000 SOUTHCENTER PKWY Project Name: MACY'S Issue Date: Permit Expires On: D19-0323 12/30/2019 6/27/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: 17000 SOUTHCENTER PARKWAY L 885 PARK AVE #2B , NEW YORK, CA, 10075 ADRIENNE LOPEZ 1130 E CYPRESS , COVINA, CA, 91724 HEATLEY INSTALLATIONS 611 MOUNT ZION RD , GLEASON, TN, 38229 HEATLI*833M1 MACY'S 17000 SOUTHCENTER PARKWAY , TUKWILA, WA, 98188 Phone: (916) 220-8585 Phone: (731) 336-2948 Expiration Date: 9/30/2021 DESCRIPTION OF WORK: INSTALLATION OF INTERIOR STORAGE RACKS IN AN EXISTING BUILDING. Project Valuation: $1,497,616.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $18,720.82 Occupancy per IBC: S-1 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: (d— u7(/ I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to tf e-epnditi ns attaied t his permit. Signature: Print Name /VJG '/9-' ` l'/ /1e/l/ACIX.) Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorageor bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 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. 12: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 10: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 11: 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, 7.2, 7.3) 13: Maintain fire extinguisher coverage throughout. 16: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 15: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 17: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 18: 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) 19: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1) 20: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC 1 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://wwvv.TukwilaWA.gov RECEIVED Jr - ."1 l.. ...i COMMi1NITY DkVkl.OFMkNT Building Permit No. { q- V 32,3 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. **Please Print** SITE INFORMATION King Co Assessor's Tax No.: Site Address: 17000 Southcenter Parkway, Tukwila WA Suite Number: Floor: Tenant Name: Macy'S New Tenant: ].Yes ..No PROPERTY OWNER Name: Macy's Address: 17000 Southcenter Parkway City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Adrienne Lopez Address: 1130 E Cypress St City: Covina State: CA Zip: 91724 Phone: 916 220 8585 Email: adrienne@seizmicinc.com DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Sal E. Fateen Address: 1130 East Cypress St City: Covina State: CA Zip: 91724 Phone: 909 869 0959 Email: subnuttalservices@seizmicinc.com GENERAL CONTRACTOR INFORMATION Company Name: Heatley Installations Address: hitsoutdoors@aol.com City: State: Zip: Phone: 731 336 2948 St Contr Reg No.: HEATLr833M1 Exp Date: Tukwila Business License No.: W:\Permit Center (Rachelle)\Applications\Word\Construction Permit Application Revised 6-2019.docz Revised: June 2019 ARCHITECT OF RECORD Company Name: Address: City: State: Zip: Phone: Email: ENGINEER OF RECORD Company Name: Sal E. Fateen Address: 113o E Cypress St City: Covina State: CA Zip: 91724 Phone: 909 869 0989 Email: submittalservices@serrmicinc.com LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: Marys Address: City: State: Zip: MONTHLY SERVICE BILLING -or- WATER METER REFUNDBILLING Name: Address: City: State: Zip: Phone: Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 1,497,616.00 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Installation of interior storage racks in an existing building. Will there be new rack storage? 0.. Yes ❑.. No If yes, a separate permit and plan submittal will be required. — Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor bldg sq ft: 182,000 project sq ft: 21,240 I I-B S-1 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Garage ■ Attached 0 Detached Carport ■ Attached 0 Detached Covered Deck Uncovered Deck PLANNING DIVISION INFORMATION — 206-431-3670 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): N/A Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? 0 Yes ciff No Handicap: If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS — 206-575-4407 cif Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (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. High Piled Storage report included LPUBLIC WORKS INFORMATION — 206-433-0179 ❑ ...Permanent Water Meter Size (1) . " WO # (2) " WO # (3) " WO # ❑ ...Temporary Water Meter Size (1). " WO # (2) " WO # (3) " WO # ❑ ...Water Only Meter Size " WO # 0 Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private ❑ ❑...Water Main Extension Public 0 Private 0 W:\Pemit Center (Rachetle)\Applications\WonRConstruction Permit Application Revised 6-2019.docx Revised: June 2019 Page 2 of 3 4. (PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED To APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date:10/16/19 Print Name: Adrienne L' • ez Day Telephone: 916 220 8585 Covina City Mailing Address: 1130 E Cypress St W:\Pennit Center (Rachelle)\Applications\Word\Construction Permit Application Revised 6-2019.docu Revised: June 2019 CA 91724 State Zip Page 3 of 3 Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $484.10 D19-0323 Address: 17000 SOUTHCENTER PKWY Apn: 2623049077 $484.10 Credit Card Fee $14.10 Credit Card Fee R000.369.908.00.00 0.00 $14.10 DEVELOPMENT $470.00 DEVELOPMENT FIRE - COMM R000.342.400.01.11 0.00 $400.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R20616 R000.345.830.00.08 1.00 $70.00 $484.10 Date Paid: Tuesday, April 28, 2020 Paid By: COREY STEWART Pay Method: CREDIT CARD 00407G Printed: Tuesday, April 28, 2020 11:34 AM 1 of 1 CRWSYSTEMS 4/28/2020 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 04/28/2020 11:33:46 AM VISA CARD NUMBER: CREDIT CARD SALE TOTAL AMOUNT: $484.10 APPROVAL CD: 00407G RECORD #: 000 CLERK ID: Elisa I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy 1/2 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $11,572.42 D19-0323 Address: 17000 SOUTHCENTER PKWY Apn: 2623049077 $11,572.42 DEVELOPMENT $11,022.54 PERMIT FEE R000.322.100.00.00 0.00 $10,997.54 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $549.88 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14330 R000.322.900.04.00 0.00 $549.88 $11,572.42 Date Paid: Tuesday, December 17, 2019 Paid By: INTERNATIONAL STORAGE SOLUTION Pay Method: CHECK 3390 Printed: Tuesday, December 17, 2019 3:34 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID $7,148.40 D19-0323 Address: 17000 SOUTHCENTER PKWY Apn: 2623049077 $7,148.40 DEVELOPMENT $7,148.40 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18853 R000.345.830.00.00 0.00 $7,148.40 $7,148.40 Date Paid: Friday, October 18, 2019 Paid By: INTERNATIONAL STORAGE SOLUTION Pay Method: CHECK 3363 Printed: Friday, October 18, 2019 7:54 AM 1 of 1 SYSTEMS • 1 MATERIAL HANDLINGENGINERING EST. 1985 SPECIAL PRODUCTS TANK SUPPORTS MACHINERY RACK BLDGS SHEDS WORK PLATFORMS FOOTINGS CONVEYORS TALL SUPPORTS HEADER STEEL ROBOTIC PLATFORMS PICK MODULES ROOF VERIFICATION 1130 E. Cypress St STORAGE RACKS SELECTIVE DRIVE-IN PUSH BACK FLOW RACK CANTILEVER OTHER SERVICES SEISMIC ANALYSIS PERMIT AQUISITION EGRESS PLANS STATE APPROVALS PRODUCT TESTING TITLE 24 Licensed in 50 States Analysis of Storage Racks for SHELVING METAL METAL/WOOD MOVABLE GONDOLAS LOCKERS CATWALKS SPECIAL PRODUCTS SHUTTLES VLM VRC CAROUSELS FENCING SYSTEMS MODULAR OFFICES MINI -LOAD SYSTEMS REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 3 2020 City of Tukwila BUILDING DIVISION Macy's Logistics 17000 Southcenter Parkway, Tukwila, WA Job No. 19-2671 * RECEIVED CM' OF TUKWILA MAR 0 3 2020 PERMIT CENTER APR 1 2 2020 Covina, CA 91724 EVISION NO, (909) 869-0989 DM -ma �SEIZMIC INC MATERIAL HANDLING ENGINEERING EST. 1985 • TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 2 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 The storage racks consist of several bays, interconnected in one or both directions,with the columns of the vertical frames being comon between adjacent bays. This analysis will focus on a tributary bay to be analyzed in both the longitudinal and transverse direction. Stability in the longitudinal direction is maintained by the beam to column moment resisting connections, while bracing acts in the transverse direction. CONCEPTUAL DRAWING Some components may not be used or may vary Legend 1. Column 2. Base Plate 3. Anchors 4. Bracing 5. Beam 6. Connector TRANSVERSE TRIBUTARY AREA LONGITUDINAL NOTE: ACTUAL CONFIGURATION SHOWN ON COMPONENTS & SPECIFICATIONS SHEET MATERIAL HANDLINGtENGINE4RING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST- COVINA- CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 3 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 1: A (144) M 1.5 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 1= 1 V_Jong _949 lbs. P,,a,;, = 7750 lbs. Levels: 5 Panels: 7 S; = 0.54 = 1.5 SBC = D VTrans 2558 lbs. PSe, , = 7491 lbs. oad per Level t ss° . / 16 s - " I ' 48" t ttrib-s—, 68" \ s_ -4 48" 3 2" 0'g 0'O ibs� 5 — 64" 48" lOSOIbs ' l ,— \ S.- 24" 24" / 84"\24" OfI; 24" jG -"-`" a 1 4 _ :48.` - FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 5 x 2.75 - .063 (50E) 4 Tab 2" cc Connector (IM) 3.98 x 2.72 - .089 (4B101) Steel = 55 ksi Max Static Cap. = 43121b. Stress = 53% Steel = 55000 psi Stress = 71% Stress = 72% (level 2) Max stress = 61% (level 2) HORIZONTAL BRACE Max stress = 71% (level 1) 2.756 x 1.378 - .06 Stress = 50% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 90% (panel 5) Base Plate Slab & Soil Anchors Steel = 36000 psi * Slab = 6" x 4000 psi Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 7.283 x 5.118 x 0.394 in. 2 anchors/plate Sub Grade Reaction = 50 pci 0.5 in. x 3.625 in. Embed. Moment = 2373 in -lb. Stress = 7% Slab Bending Stress = 30% (S) Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 81% Seizmic Analyzer version 20190930 ©Copyright 1991-2018 Seizmic Inc. All rights reserved SEIZMIC MATERIAL HANDLING ENGINEORING EST.1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 4 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 2: A (96) M 1.5 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 I= 1 VA"g = 949 lbs. Ps,a„, = 7750 lbs. Levels: 5 Panels: 7 S; = 0.54 P = 1.5 SDC = D �r.""s = 2558 lbs. Pse1mic = 7491 lbs. ?bpd'per Level, 3000lbs r sa" Is 48" si, MOO lbs ; _4 68" 48" s 3 2" "3000Ibs 48 S— " 64" / 3D00lbs 24" 4- 24" / 84" \2,i4" OOb Ibs 24" / 8" > s ` P 96 ari 48"--4 _, FRONT VIEW SIDE VIEW _ FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 72% (level 2) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 50% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 90% (panel 5) 3.66 x 2.75 - .063 (36E) Steel = 55 ksi Max Static Cap. = 4392 Ib. Stress = 70% Max stress = 70% (level 1) 3 Tab 2" cc Connector (IM) Stress = 84% Max stress = 98% (level 2) — Base Plate I Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 2373 in -lb. Stress = 7% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 30% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 81% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved MATERIAL HANDLING~ENGINRING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 5 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 3: B (144): M 1.5 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 1= 1 VAng _759 lbs. Ps,a„a = 6200 lbs. Levels: 4 Panels: 7 S, = 0.54 = 1.5 SDC = DTrans 2046 lbs. PSe13m;a = 6488 lbs. - - IMF LeV41.1 30001bs -, s8° TS 48" OLD_ _0 Ibs 68 " \ 3 2" 78.E /i060?1tSs 64" S-- —S _],_ 24" \ 102" 44 4- 24' OAb Ibs 24" / 8 8 »,,, `14 ^;; FRONT VIEW 48" SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 65% (level 2) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 40% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 74% (panel 5) 5 x 2.75 - .063 (50E) Steel = 55 ksi Max Static Cap. = 4312 Ib. Stress = 71% Max stress = 71% (level 1) 4 Tab 2" cc Connector (IM) Stress = 50% Max stress = 58% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 1898 in -lb. Stress = 6% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 25% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 73% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST. COVINA. CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 6 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 4: B (96) M 1.5 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 I = 1 V = 759lbs. Ps1a1 = 6200 lbs. Levels: 4 Panels: 7 S; = 0.54 = 1.5 SDC = D Ong Trans = 2046 lbs. P5e15m1e = 6488 lbs. load per Levu 30001bs 68" 48" t< 3b061bs ' - -4 68" 3 2" 78" �3000Ibs 64.. / S-- 24" �/ 102" 2 / 24" 3000lbs 24" / 8" 8„ 96" FRONT VIEW ttlX 48" 4 4 SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 65% (level 2) HORIZONTAL BRACE 2.756x1.378-.06 Stress = 40% (panel 1) DIAGONAL BRACE 2.756x1.378-.06 Stress = 74% (panel 5) 3.66 x 2.75 - .063 (36E) Steel = 55 ksi Max Static Cap. = 43921b. Stress = 70% Max stress = 70% (level 1) 3 Tab 2" cc Connector (IM) Stress = 77% Max stress = 92% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 1898 in -lb. Stress = 6% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 25% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 73% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved \a1 SEIZMIC )1 _21 L ?."q, MATERIAL HANDLINGY ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 7 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 5: B2 (144) M 1.5 Analysis per section 2209 of the 2015 IBC SS = 1.45 F = 1.0 1= 1 V ng = 759 lbs. PS;Q,;, = 6200 lbs. Levels: 4 Panels: 7 S, = 0.54 ! = 1.5 SDC = DTraT ns = 2046 lbs. PSesn = 7415 lbs. 68" IlitLoad per Level 0(10Ibs e TS-- --S 48" 1E43000Ibs# 68" 3 2" 78" 64" �3000 Ibsj S-- -4 24" \ 102" 24 4- 24" \ Dt�A IS 1! 24 / \ii 42" 4 .144"- - _;:.r-!442 FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 5 x 2.75 - .063 (50E) 4 Tab 2" cc Connector (IM) 3.98 x 2.72 - .089 (4B101) Steel = 55 ksi Max Static Cap. = 43121b. Stress = 50% Steel = 55000 psi Stress = 71% Stress = 65% (level 2) Max stress = 58% (level 2) HORIZONTAL BRACE Max stress = 71% (level 1) 2.756 x 1.378 - .06 Stress = 35% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 76% (panel 5) Base Plate Slab & Soil Anchors Steel = 36000 psi * Slab = 6" x 4000 psi Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 7.283 x 5.118 x 0.394 in. 2 anchors/plate Sub Grade Reaction = 50 pci 0.5 in. x 3.625 in. Embed. Moment = 1898 in -lb. Stress = 6% Slab Bending Stress = 27% (S) Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 96% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved a SEIZMICIF Jnrill'� . M/c MATERIAL HANDL NI GENG NEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA. CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 8 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 6: B2 (96) M 1.5 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 I= 1 V ng = 759 lbs. Ps;Q,;c = 6200 lbs. Levels: 4 Panels: 7 S, = 0.54 P,, = 1.5 SDC = D = 2046 lbs. Psoma = 7415 lbs. - E: - - oad per Ley�el �3000Ibs 68" 48" I ' 110000Ibs E --S 68" ‘3000 Ibs A 64" / —1 _],_ 2 4" \ 102" 24 24" \ rik 3000Ibs 4 24 / B 96" ..Lig 42" 4 n FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 65% (level 2) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 35% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 76% (panel 5) 3.66 x 2.75 - .063 (36E) Steel = 55 ksi Max Static Cap. = 4392 lb. Stress = 70% Max stress = 70% (level 1) 3 Tab 2" cc Connector (IM) Stress = 77% Max stress = 92% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 1898 in -lb. Stress = 6% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 27% (S) Hilti Kw : olt TZ.,,(IB-. -1917 to a 4'41. 25 in. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 96% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 9 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 7: A2 (144) M 1.5 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 I=1 V p g _798 lbs. Pstatic = 6500 lbs. Levels: 5 Panels: 7 S, = 0.54 tv = 1.5 SDC = D vra"s 2152 lbs. Pse;,.m;c = 7228 lbs. - rfirregiVi i 68" / I--`]bs s S 48" rerolffs- "-.7 68" \ t S- 48" 3 2" �50ti'Itis 48" 64" L , 24" 4- 24" \ 84" \24" b5 24 S- Z 8 .:..s,: FRONT VIEW `k— 42" —1. SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 61% (level 2) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 37% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 77% (panel 5) 5 x 2.75 - .063 (50E) Steel = 55 ksi Max Static Cap. = 4312 Ib. Stress = 60% Max stress = 60% (level 1) 4 Tab 2" cc Connector (IM) Stress = 45% Max stress = 51% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 1995 in -lb. Stress = 6% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 27% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 92% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila. WA SHEET#: 10 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 8: A2 (96) M 1.5 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 I= 1 V=798lbs. PSQtic =6500lbs. Levels: 5 Panels: 7 S, = 0.54 = 1.5 SDC = D I!AnxTrans = 2152 lbs. PSe1Smic = 7228 lbs. _ __ _ oasrperlevel 2-5D0lbs 68" r 48" IT }3500Ibs_ , ., 68" 48" 3 2 st, !!�--5001bs 1 ■,z 48" % . .-S 64" ,t S601tis 24" \ 24" / 84" \2,i4" F2500Ibs ! 24 / — —� 8 _ t4 96" `- 42" 4 FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 61% (level 2) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 37% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 77% (panel 5) 3.66 x 2.75 - .063 (36E) Steel = 55 ksi Max Static Cap. = 4392 Ib. Stress = 59% Max stress = 59% (level 1) 3 Tab 2" cc Connector (IM) Stress = 70% Max stress = 82% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 1995 in -lb. Stress = 6% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 27% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 92% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved ( SEIZMIC I�i1R�y}y1 MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 11 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 9: D (144) M 1.5 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 I = 1 VJA g = 949 lbs. P„,,,,c = 7750 lbs. = 1.5 SDC = D Trans 2558 lbs. Pseismic = 4385 lbs. Levels: 5 Panels: 7 S; = 0.54 � (t: - - aoad.perLevel A 1tlbOlbs _ 68" L Milt ' 68" 3 2" 48" —4 64" Z S--11;OiiO.ms' � 4_ 48" ' 24" '4 Ibs' , I, S-- " 24" 60" 24" Ca() lbs 24" 8 \ —1. 144" FRONT VIEW % I,— 72" 1 SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 56% (level 2) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 85% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 90% (panel 5) 5.94 x 2.75 -0.059 (59E) Steel = 55 ksi Max Static Cap. = 6274 lb. Stress = 49% Max stress = 49% (level 1) 5 Tab Connector (IM) Stress = 28% Max stress = 33% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 2373 in -lb. Stress = 7% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 23% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 29% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST. COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 12 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 10: D (96) M 1.5 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 I= 1 V= 9491bs. PSQ lic = 77501bs. Levels: 5 Panels: 7 S, = 0.54 fv = 1.5 SDC = D AR Trans 2558 lbs. Pscjsmlc = 4385 lbs. ad pier L'eve 3, 0( 1bs , 68" 48" t000-lbs ) 68" 3 2" 48" ,i, S- t 30001bs 1 - 64" \ Z s_ L 48" 24" 30001bs S- --S 2,4" / 60" 2,14 \/ \ 3000Ibs 24 8 1 4`3 96" 4 FRONT VIEW 72" —4. SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 56% (level 2) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 85% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 90% (panel 5) 3.66 x 2.75 - .063 (36E) Steel = 55 ksi Max Static Cap. = 4392 Ib. Stress = 70% Max stress = 70% (level 1) 3 Tab 2" cc Connector (IM) Stress = 67% Max stress = 83% (level 2) _ Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 2373 in -lb. Stress = 7% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 23% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 29% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved [ SEIZM C i I1 INC MATERIAL HANDL G ENGINEERING EST. 1985 � TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEEP!: 13 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 11: K (144) M 1.5 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 1=1 V=1000 lbs. Ps,a,ic = 8200 lbs. Levels: 4 Panels: 7 S, = 0.54 P �A g = 1.5 SDC = D T.a„s = 2696 lbs. Psesm;c = 6708 lbs. ,� ' er Lel 000 lbs gg " / 96" S_ 68" 312" 4p O.Ibs f L 96" 24" 4- \ 24" '4 Sja r -bs \ S- - - 24„ 'is— 36" 000n bs 24" - S i 8" sill `1,-60" _144" FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 70% (level 3) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 69% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 78% (panel 5) 5 x 2.75 - .063 (50E) Steel = 55 ksi Max Static Cap. = 4312 Ib. Stress = 94% Max stress = 94% (level 1) 4 Tab 2" cc Connector (IM) Stress = 41% Max stress = 63% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 2500 in -lb. Stress = 7% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 28% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 68% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: Macy's Logistics International Storage 17000 Southcenter Tukwila, WA 14 tchang 10/28/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 12: K (96) M 1.5 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 I = 1 V� /p —1000 lbs. Ps "„� = 8200 lbs. Levels: 4 Panels: 7 S = 0.54 = 1.5 SDC = D Trans 2696 lbs. Pseismic = 6708 lbs. .-. oa ., erLeie> IMPOOlialf 68" 96" 68" 312" 0tis" 64. 96" 24" \ 2- \ O:,bsa''% S— " 24" 36" 00-)tis;j 24" / \ - - 8 1 J tiL 96" FRONT VIEW 60" -4 SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 70% (level 3) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 69% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 78% (panel 5) 3.66 x 2.75 - .063 (36E) Steel = 55 ksi Max Static Cap. = 43921b. Stress = 93% Max stress = 93% (level 1) 3 Tab 2" cc Connector (IM) Stress = 58% Max stress = 97% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 2500 in -lb. Stress = 7% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 28% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 68°% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved ri SEIZMIC -1j" MATERIAL HANDLING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 15 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 13: Z (144) M 1.5 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 I = 1 V ng = 569 lbs. Psrar;, = 4650 lbs. Levels: 3 Panels: 7 S, = 0.54 Pv = 1.5 SDC = D rm. = 1535 lbs. Pse;rm;c = 6399 lbs. QZ - - 68" / Load per Level . 3000 Ibs 78" 6 8" " 3000 Ibs 312" S_ 64" 78" 24" \ 3000 lbs 4- S— --S 24" / 78" 24" j 24 e / `k 36" '{. * 144" * FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 5 x 2.75 - .063 (50E) 4 Tab 2" cc Connector (IM) 3.98 x 2.72 - .089 (4B101) Steel = 55 ksi Max Static Cap. = 4312 Ib. Stress = 62% Steel = 55000 psi Stress = 71% Stress = 62% (level 1) Max stress = 62% (level 1) HORIZONTAL BRACE Max stress = 71% (level 1) 2.756 x 1.378 - .06 Stress = 23% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 66% (panel 5) Base Plate Slab & Soil Anchors Steel = 36000 psi * Slab = 6" x 4000 psi Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 7.283 x 5.118 x 0.394 in. 2 anchors/plate Sub Grade Reaction = 50 pci 0.5 in. x 3.625 in. Embed. Moment = 5833 in -lb. Stress = 6% Slab Bending Stress = 22% (S) Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 96% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved E SEIZMICS 1 �),,% --' MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 16 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 Loads and Distributions: A (144) Determines seismic base shear per Section 2.6 of the RMI & Section 2209. of the 2015 IBC # of Levels: 5 SDC: D RL: 6 Ss: 1.45 Pallets Wide: 3 WPL: 15000 Rr: 4 S1: 0.54 Pallets Deep: 1 WDL: 500 lbs Fa: 1 Ip: 1 Pallet Load: 1000 Fv: 1.5 Ti: 1 Total Frame Load: 15500 lbs SDS = 2/3 S, F, = 0.97 SD, = 2/3 S, • Fs, = 0.54 W,=0.67'WPL+WDL= 10550 lbs EL EL, v EL4 EL3 ELI ELI d F5 8 Seismic Shear per RMI 2012 2.6.3: Longitudinal Transverse Moog, =Cs•I,•Wsj'j SD, / (TL • RI.) • IP • Ws = 0.54 / (1 6) • 1 10550 = 949.5 lbs V,o,,, need not be greater than: V,,,,, need not be greater than: V10n82 = Cs • IP Ws V„, = Cs • IP • Ws =SDS/R,•IP•Ws = SD, /RT IP Ws = 0.97 / 6.1-10550 = 1705.581bs = 0.97 / 4.1.10550 = 2558.38 lbs If S, >= 0.6, then V,a,9 shall not be less than: If S, >= 0.6, then V, shall not be less than: VIon83 = Cs 1.P W, Vunns2 = Cs Ip • Ws =0.5•S,/RL•IP•Ws=0.5•S,/R-IP.Ws =0.5.0.54/6.1 10550=474.751bs =0.5 0.54/4.1 10550 = 712.13 lbs V, shall not be less than: V,,,,, shall not be less than: V,nn54 = Cs • 1p Ws Vtrnns3 = Cs • IP • Ws = Max[0.044 SDS , 0.03] 1P W, = Max[0.044 • SDS , 0.5 • S, / RT , 0.03] • I,, • W, = Max[0.04, 0.05, 0.03] • 1.10550 = 474.75 lbs = Max[0.04, 0.07, 0.03] • 1 •10550 = 712.13 lbs Since: 949.5 <= 1705.58 & 949.5 >= 474.75 & 949.5 >= 474.75 Since: 2558.38 >= 712.13 & 2558.38 >= 712.13 V,n� = 949 lbs V = 2558 lbs SEIZMIC ) �. MATERIAL HANDLINGG,ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 17 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004_18 Loads and Distributions: A (144) (Page 2) WH. f.=V ELY.H,. Longitudinal Transverse Level h, w w h f w w hx f,. 1 12 1550 18600 85.91 1550 18600 128.62. 2 96 1550 148800 123.3 1550 148800 347.05 3 144 1550 223200 184.95 1550 223200 520.58 4 192 1550 297600 246.6 1550 297600 694.11 5 240 1550 372000 308.25 1550 372000 867.64 n MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: Macy's Logistics International Storage 17000 Southcenter Tukwila, WA 18 tchang 10/28/2019 PN: 2019 a 004 18 Fundamental Period of Vibration (Longitudinal) Per FEMA 460 Appendix A - Development of An Analytical Model for the Displacement Based Seismic Design of Storage Racks in Their Down Aisle Direction Where: Wm. hi„ g N, k kbe kb k N Nb k�= kCe = T=2 C�NLl Wpihpi2 9 kckbe + N) b \ kbkce ) kkc + kbe) kb + kce = the weight of the ith pallet supported by the storage rack = the elevation of the center of gravity of the ith pallet with respect to the base of the storage rack = the acceleration of gravity = the number of loaded levels = the rotational stiffness of the connector = the flexural rotational stiffness of the beam -end = the rotational stiffness of the base plate = the flexural rotational stiffness of the base upright -end = the number of beam -to -upright connections = the number of base plate connections 6EI, L 4EI H EI kb = H L = the clear span of the beams H = the clear height of the upright Ib = the moment of inertia about the bending axis of each beam Ie = the moment of inertia of each base upright E = the Young's modulus of the beams Calculated T = 2.74 Since the calculated T is greater than 1, the more conservative value of 1 is used in the calculations (A-7) # of levels 5 min. # of bays 3 No 60 Nb 8 ke 360 kip-in/rad kbe 3551 kip-in/rad kb 249 kip-in/rad kee 996 kip-in/rad Ib 2.89 in" L 144 in I, 2.03 in" H 240 in E 29500 ksi Level hP W , 1 51 in 3 kip 2 117in 3kip 3 165 in 3 kip 4 213 in 3 kip 5 280 in 3 kip r S• SEIZMIP" MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 19 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 LRFD Basic Load Combinations: A (144) 2015 IBC& RMI / ANSI MH 16.1 V Tmns = 2,558 lbs V Long = 949 lbs P = Product Load / 2 = 7,500 lbs D = Dead Load 0.5 = 2501bs MT,an, = EfT.nz h, = 451,326 in-lbs ET,ans = MTrnn, / frame depth = 9,402 lbs 13 = 0.7 13 = 1.0 (Uplift combination only) p =1 SD, = .97 L = Live Load = 0 lbs S = Snow Load = 0 lbs R = Rain Load = 0 lbs Lr = Live Roof Load = 0 lbs W = Wind Load = 0 lbs Basic Load Combinations 1.DeadLoad=1.4D+1.2P = (1.4 250) + (1.2. 7,500)= 9,350 lbs 2.GravityLoad=1.2D+1.4P+1.6L+0.5(LrorSorR) = (1.2.250) + (1.4.7,500) + (1.6.0) + (0.5.0)= 10,800 lbs 3. Snow/Rain = 1.2D + 0.85P + (0.5L or 0.5W) + 1.6(L, or S or R) =(1.2.250)+(0.85.7,500)+(0.5.0)+(1.6 0)= 6,675 lbs 4. Wind Load = 1.2D + 0.85P + 0.5L + 1.0W + 0.5(L, or S or R) = (1.2 250) + (0.85 . 7,500) + (0.5 0)+(1.0.0)+(0.5.0)=6,675lbs 5A. Seismic Load (Transverse) = (1.2 + 0.2SDS)D + (1.2 + 0.2SDS)13P + 0.5L + pET,on, + 0.2S =(1.2+0.2•.97)•250+(1.2+0.2 .97) • 0.7. 7,500 + 0.5 0+ 1 9,402+0.2.0= 17,0691bs 5B. Seismic Load (Longitudinal) = (1.2 + 0.2SDS)D + (1.2 + 0.2SDs)13P + 0.5L + pE,g + 0.2S =(1.2+0.2 .97) • 250 + (1.2 + 0.2 • .97) 0.7 • 7,500 + 0.5 0+1.0+0.2.0=7,666lbs 6. Wind Uplift = 0.9D + 0.9P, + 1.0W =0.9.250+0.9.7,500+ 1.0.0=225lbs 7. Seismic Uplift = (0.9 - 0.2SD8)D + (0.9 - 0.2SDs)13P, - pETrofls = (0.9 - 0.2 • .97) • 250 + (0.9 - 0.2 .97) I.7,500 - 1. 9,402= -3,931 lbs For a single beam, D = 48 lbs P = 1,500 lbs I = 187 lbs See Base Plate tension Analysis for Over -Strength factor application. 8. Product/Live/Impact = 1.2D + 1.6L + 0.5(SorR) + 1.4P + 1.41 (1.2.48)+(1.6 0)+(0.5.0)+(1.4 1,500)+(1.4.187)=2,419lbs ASD Load Combinations for Slab Analysis 1. (1 + 0.105S'DS)D + 0.75((1.4 + 0.14SDS)1P + 0.7pE) = (1 + 0.105 .97) • 250 + 0.75((1.4 + 0.14 .97) 0.7 7,500 + 0.7.1.9,402)= 11,2591bs 2. (1 + 0.14SDs)D + (0.85 + 0.14SDS)(3P + 0.7pE = (1 + 0.14 .97) - 250 + (0.85 + 0.14 • .97) 0.7 7,500 + 0.7.1 9,402= 12,041 lbs 3. D+P = 250 + 7,500 = 7,750 lbs SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 I IL PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: Macy's Logistics InternatIlonal Storage 17000 Southcenter Tukwila, WA 20 tchang DATE: 10/28/2019 PN: 20191004 18 Longitudinal Analysis: A (144) This analysis is based on the Portal Method, with the point of contra flexure of the columns assumed at mid -height between beams, except for the lowest portion, where the base plate provides only partial fixity and the contra flexure is assumed to occur closer to the base (or at the base of pinned condition, where the base plate cannot carry moment). Mn-n MConnR = MConn,. = MConn MConn = ((Muter + MLowM) / 2) + MEnds Vco, = VLnng / # of columns = 475 lbs MBn� = 2373 in-lbs MLowM = ((V.,h;) - Menu (475 lbs 10 in.) - 2373 in-lbs = 2377 in-lbs —B�f v n iliii// FRONT ELEVATION Levels h. f Axial Load Moment Beam End Moment Connector Moment 1 12 43 7,750 2,377 4,331 23,808 2 84 62 6,200 36,577 4,331 32,358 3 48 92 4,650 19,477 4,331 23,808 4 48 123 3,100 19,477 4,331 23,808 5 48 154 1,550 19,477 4,331 14,069 E ZMiC 7j:�" INC MATERIAL HANDLING ENGINEERING EST. 1985 V TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila. WA SHEET#: 21 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COLUMN ANALYSIS: A (144) ( Level 2 ) Analyzed per RMI. AISI 2012 (LRFD) and the 2015 IBC. Section subject to torsional or flexural -torsion buckling (Section C4.1.2) IC, •L, /R = 1 82 / 1.489 = 55.07 Ky L /R, = 1.24 / 0.939 = 25.57 KL/R ax = 55.07 ro =(rx2+rY2+X02)1/2 = (1.4892 + 0.9392 +-2.1242)" 2 = 2.758 in. = 1 - (Xo/ro)2 = 1 - (-2.124/2.758)2 = 0.407 F =172E/(KL/r),xx2 = 3.14229500 / 55.072 = 96.003 ksi F2 =(1 /2l'a)((6x +6)2- (4/6exai))1rz) = (1 / (2.0.407)((96.003 + 311.691) - (96.003 + 311.691)2 - (4.0.407.96.003.311.691))12)= 79.749 ksi where: o =172E / (ILL / Rr)2 = 3.142 29500 / 55.072 = 96.003 ksi o =1 / A o 2 (GJ + (172E C,) / (K, L,) 2) = 1 / 0.914 2.7582(11300 0.002 + (3.142 29500 2.711) / (0.8.24)2) = 311.691 ksi F = Min(F„ F2) =79.749 ksi P=A.,r•F 7e =(F2 /F)12=(55 /79.749)"2=0.83 Since )v < 1.5: F = (0.658^(a,.2)) • Fy = 41.21 Thus: P = 27629 lbs P = 234851bs (Eq. C3.1.2.1- 7) (Eq C4.1.2-3) (Eq C4.1.1-1) (Eq C4.1.2-1) (Eq C3.1.2-11) (Eq C3.1.2-9) (Eq C4.1-1) (Eq C4.1-4) (Eq C4.1-2) 3.98 x 2.72 - .089 SECTION PROPERTIES Depth 2.719 in. Width 3.984 in. t 0.089 in. Radius 0.089 in. Area 0.914 in.2 AreaNet 0.727 in.2 1x 2.027 in.4 S, 1.018 in.' Sx Net 0.871 in.' Rx 1.489 in. 1>, 0.805 in.° Sy 0.455 in.' RV 0.939 in. J 0.002 in.' C, 2.711 in.' Jx 2.55 in. X. -2.124 in. Kx 1 L 82 in. IS. 1 L 24 in. K, 0.8 F 55 ksi F. 65 ksi Q 0.9 G 11300 ksi E 29500 ksi C< 0.85 Cs -1 Cb 1 C, I Phi, 0.9 Phi. 0.85 f1 SEIZMIC INC. f MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 ft. PROJECT: Macy's Logistics FOR: Internatuonal Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 22 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 COLUMN ANALYSIS: A (144) ( Level 2) Analyzed per RMI. AISI 2012 (LRFD) and the 2015 IBC. Lateral -torsional buckling strength [Resistance] (Section C3.1.2) Po =P,O=313441bs Where: P o = AeF = 0.67.55 = 36875lbs M. =M =SF =S �F F=C,r„A(o yo)'n / Sr = 428.716 ksi F=CAoe,(j+CU2+ ,2(o /6x))'n)/(CrfSr)=261.9ksi F = (C,rEEd1„) / (S(KyL)2= 1087.892 ksi Fm;n = 261.9 ksi Since: F >=2.78F y =(S /S) i.e. P = F = 55 ksi Reduced Fe,,.=1 -((1-Q)/2)•(F /P)Q F= 52.2 ksi Mx = 45481 in-lbs MY = 23766 in-lbs Mrs, = 40933 in-lbs MAti 21389 in-lbs PE., = II2E1 / (ILL )2 = 87774 lbs (Eq C5.2.2-6) PEy=112Ely /(KL)2=407109lbs (Eq C5.2.2-7) a, = (1 - ((,P /Px)) = 0.937 (Eq C5.2.2-4) a =(1 - (¢)3/P ))=0.986 (Eq C5.2.2-5) P ��s =17,069 lbs Pond 7,666 lbs = M = 16331 in-lbs (Eq C5.2.2-2) Pm, =(1.2•D)+(1.4.P)=8640lbs = 8640 / 23485 = 0.37 Static Stress = 37% Since: P, /P >= 0.15 Stressl —Pi /P + M / O,M,) + M / (o,M) (Eq C5.2.2-2) = ((7,666 / 23485) + (16331 / 40933) + (1 / 21389)) = 72% Stress2 =P,/P +Cm,M /(O,Mra)+C yM /(0,Mya) (Eq C5.2.2-1) = (7,666 / 31344) + (0.85 16331 / 40933.0.937)) + (0.85.1 / 21389.0.986))) = 60% Stress3 P, / Pao = 17,069 / 31344 =54% Column Stress = Max(Stressl, Stress2, Stress3, Static) = 72% (Eq C3.1.2.1-1) (Eq 3.1.2.1-4) (Eq 3.1.2.1-10) (Eq C3.1.1-3) M =M 3.98 x 2.72 - .089 SECTION PROPERTIES Depth 2.719 in. Width 3.984 in. t 0.089 in. Radius 0.089 in. Area 0.914 in.2 AreaNet 0.727 in.2 1, 2.027 in.4 S, 1.018 in.3 S, Net 0.871 in.3 Rx 1.489 in. 1Y 0.805 in.° Sy 0.455 in.3 RY 0.939 in. J 0.002 in.° Cw 2.711 m.6 J, 2.55 in. X0 -2.124 in. K. 1 L. 82 in. K,. 1 L,. 24 in. . K, 0.8 F,. 55 ksi Fu 65 ksi Q 0.9 G 11300 ksi E 29500 ksi Cm, 0.85 C, -1 Cb 1 Cv 1 Phi, 0.9 Phi, 0.85 r• SEIZMIC INC MATERIAL HANDLING ENGINEERING EST. 1985 �. TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila,. WA SHEET#: 23 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 BEAM ANALYSIS A (144) Determine allowable bending moment per AISI Check compression flange for local buckling (B2.1) Effective width w = C - 2t - 2r = 1.5 - (2.0.063) - (2 • 0.09) = 1.19 in. w/t = 1.194 / 0.063 = 18.95 X = (1.052 / k'"2) • (w/t) • (F, / E)1/2 = (1.052 / 2) • 18.952 • (55 / 29500)'/2 = 0.43 X <= 0.673: Flange is fully effective. Check web for local buckling (B2.3) A(comp) = F, • (y3 / y2) = 55 * 2.46 / 2.61 = 51.78 ksi f2(tension) = F • ()if / y,) = 55 * 2.23 / 2.61 = 46.96 ksi = - (f2 / f,) =-(46.96 / 51.78) = -0.91 Buckling coefficient k = 4 + 2 • (1 - `11)3 + 2 • (1 -'P) =4+2(1 --0.91)3+2(1--0.91) = 21.68 Flat Depth w = yl + y3 = 2.23 + 2.46 = 4.694 w/t = 4.694/0.063 = '74.51 w/t < 200: OK 7v = (1.052 / k1/2) • (w/t) • (f / E)'12 = (1.052 / 2) • 74.508 • (51.78 / 29500)1/2 = 0.71 bl=w•(3-`P) = 5 • (3 - -0.91) = 18.34 b2 = w/2 = 2.35 bl + b2 = 18.34 + 18.34 = 20.69 Web is fully effective Determine effect of cold working on steel yield point (FYA) per section A7.2 Corner cross -sectional area Lc = (FI / 2) • (r + t / 2) = (FI / 2) • (0.09 + 0.063 / 2) = 0.191 Lf = effective width = 1.194 C = 2•k»Lf+2•L� = 2.0.191/1.194+2•L� = 0.2422 m = 0.192 • (Fu/ F) - 0.068 = 0.192 • (65 / 55) - 0.068 = 0.1589 B, = 3.69•(F,/F)-0.819•(F,/F)2-1.79 = 3.69 • (65 / 55) - 0.819 • (65 / 55)2 - 1.79 = 1.43 Fu/Fy=65/55 = 1 <1.2 r/t = 0.09 / 0.063 = 1.429 <= 7 = OK F,, = B, • F / (r / t)m = 1.43 • 55 / (1.429)m = 74 F = C • F,, + (1 - C) • F = 0.242 • 74 + (1 - 0.242) • 55 = 60 F�_no«om = Fy,-,on • Ycg / (A - Kg) = 60 • 2.39 / (5.0 - 2.39) = 54 5 x 2.75 - .063 Top flange width C = 1.5 in. Bottom width B = 2.75 in. Web depth A = 5.0 in. Beam thickness t = 0.063 in. Radius r = 0.09 in. Fy = 55 Fu = 65 Y 1 = 2.23 Y2 = 2.61 Y3 = 2.46 Ycg = 2.39 Ix = 2.89 Sx= 1.11 E = 29500 FBeam F = 360 Beam Length L = 144 r MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST. COVINA. CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 24 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 BEAM ANALYSIS A (144) Check Allowable Tension Stress for Bottom Flange Lnange-bot = B - (2 • r) - (2 • t) = 2.75 - (2.0.09) - (2.0.063) = 2.44 Cbo„om = 2 • La l (L nge_bot + 2 ' L) 2.0.191 / (2.44 + 2.0.191) = 0.135 -bosom = Cbo„om • F c + (1 - Cbotmm) • F = 0.135 • 74 + (1 - 0.135) • 55 = 57.59 Fya = Fp_,or = 59.64 ksi Determine Allowable Capacity For Beam Pair (Per Section 5.2 of the RMI, PT II) Check Bending Capacity rl Mcenter = $•M = W•L•52•Rm/8 S2 = LRFD Load Factor = (1.2 • DL + 1.4 • PL + 1.4.0.083 • PL) l PL For DL = 2% of PL: S2 = 1.2.0.02+1.4+1.4.0.083 = 1.54 Rm = 1-((2•F•L)l(6•E•1+3•F•L)) = 1 - ((2. 360. 144) / (6.29500.2.89 + 3 •360. 144)) = 0.84 4)•M = 4•Fa•S = 62.61 in -kip W = 4 • Mn • 8 • (# of Beams) / (L • R. • S2) = (62.61 . 8.2) / (144 .0.84. 1.54) = 5348 lbs/pair Check Deflection Capacity Amax = Ass Rd Amax = L / 180 Rd = 1-(4•F•L)l(5•F•L+10•E•I) = 1-(4.360.144)/(5.360.144+10.29500.2.89) =0.81 A„ = (5 • W•L3)/(384•E•1) L/180 =(5 • W • L3 • Rd)/ (384 • E • 4 • (# of Beams)) W = (384•E•4•2)/(180.5•L2•Rd) = (384 •29500 • 2.89 • 2) / (180 • 5 • 1442 •0.81) • 1000 = 4312 lbs/pair 5 x 2.75 - .063 Top flange width C = 1.5 in. Bottom width B = 2.75 in. Web depth A = 5.0 in. Beam thickness t = 0.063 in. Radius r= 0.09 in. Fy = 55 Fu = 65 Y 1 = 2.23 Y2 = 2.61 Y3 = 2.46 Ycg = 2.39 Ix = 2.89 Sx= 1.11 E = 29500 FBeam F = 360 Beam Length L = 144 SEIZMIC ) �J MATERIAL HANDLGENGINEERING EST. 1985 INC TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 25 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004_18 Mtana=W/2 / 8 Allowable and Actual Bending Moment at Each Level Mllow,static allow,stanc ' P / 8 Meismic=M onn Ml/o,vseismic3x ' Fb Level M static M allow,static M seismic M a!lawseismic Result 1 27,864 38,808 6,842 38,808 Pass 2 27,864 38,808 7,842 38,808 Pass 3 27,864 38,808 4,242 38,808 Pass 4 27,864 38,808 2,649 38,808 Pass 5 27,864 38,808 2,166 38,808 Pass SEIZMIC J r jy��l,'1'�s�1'Mrw MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: Macy's Logistics International Storage 17000 Southcenter Tukwila, WA 26 tchang 10/28/2019 PN: 20191004 18 Beam to Column Analysis: A (144) 1. Shear Strength of Tab Height of the Tab h = 0.6 in. Thickness of the Tab t, = 0.135 in. Fy, = 55000 psi C,= 1.0 V.= 0.6 •F}••A;C,=2673lbs PShear = Vn = 0.9.2673 = 2405 lbs 2. Bearing Strength of Tab Thickness of the column to = 0.09 in. Aph = h to = 0.05 in. R. = 1.8 • F} • Aph = 5310.361bs 'Bea _ R.=0.75•5310.36=3982lbs 3. Moment Strength of Bracket Edge Dist. = 1 in. Tchp = SClip = 0.179 in. 0.127 in.' M„ = Se • Fy = 6985 in-lbs Mstrength = C= d= = PClip = AISC G2-1 AISC J7 -1 AISI C3.1.1 -1 4)M. = 0.9 M. = 0.9 • Shp • Fy = 6286.5 in-lbs 2.15 Edge Dist. / 2 = 0.5 in. c • d • Pap Ms,rong,h / (c d) = 5837 lbs Minimum Value of P1 Governs P, = Min(Pshea0 PBea g, Pap) = 2405 lbs McOM.Alle,V = (Pi • 6.5) + (P, (4.5 / 6.5) 4.5) + (PI (2.5 / 6.5)-2.5) + (PI (0.5 / 6.5) 0.5) = 25530 in-lbs - /a^ ' SEIZMIC !� INC MATERIAL HANDLINGENGINEERING EST. 1985 �� TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 27 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004_18 BRACE ANALYSIS A (144) (Panel 5) Analyzed per RMI, AISI 2012 (LRFD) and the 2015 IBC. Section subject to torsional or flexural -torsion buckling (Section C4.1.2) I L /RY = 1.72 / 1.095 = 65.75 Ky•L /Ry, =1 72/0.437 =164.87 KL/Rmxr = 164.87 o=(r2+r2+11 2)1/2 (Eq. C3.1.2.1- 7) = (1.0952 + 0.4372 +-0.8622)12 = 1.46 in. p =1 - (Xo/ro)2 (Eq C4.1.2-3) = 1 - (-0.862/1.46)2 = 0.652 F, =171E / (KL/r)me%2 (Eq C4.1.1-1) = 3.142.29500 / 164.872 =10.711 ksi F2 =(1 /2(i)((o + 6)2 - (4)3Qx6))'n) (Eq C4.1.2-1) = (1 / (2.0.652)((67.342 + 12.839) - (67.342 + 12.839)2 - (4.0.652 67.342.12.839))12)=11.943 ksi where: 6x =172E/(ILL /Rx)2 (Eq C3.1.2-11) = 3.142.29500 / 65.752 = 67.342 ksi o =1 /A 02(GJ+ (171EC,) / (IL,)2) (Eq C3.1.2-9) = 1 / 0.317 1.462(11300.0 + (3.142.29500 0.074) / (0.8.72)2) = 12.839 ksi F = Min(F„ F2) =10.711 ksi P=Aer F 1ve = (F /F)'/2= (36 / 10.711)1'2 = 1.833 Since X, >= 1.5: F = (0.877 / %e2) • F = 9.393 Thus: P = 29801bs P = 25331bs (Eq C4.1-1) (Eq C4.1-4) (Eq C4.1-3) 2.756 x 1.378 - .06 SECTION PROPERTIES Depth 2.756 in. Width 1.378 in. t 0.06 in. Radius 0.09 in. Area 0.317 in.2 AreaNet 0.317 in.2 Ix 0.381 in.4 Sx 0.276 in.' SxNet 0.276 in.' R 1.095 in. I,, 0.061 in.° S,, 0.06 in.' R), 0.437 in. J 0 in.' C , 0.074 in.' Jx 1.615 in. X, -0.862 in. K 1 Lx 72 in. Ky 1 L 72 in. K, 0.8 Fy, 36 ksi F„ 42 ksi Q 1 G 11300 ksi E 29500 ksi C,nx 0.85 C -1 Cb 1 C,, 1 Phi, 0.9 Phie 0.85 MATERIAL HANDLING .ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 28 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 BRACE ANALYSIS A (144) (Panel 5) Analyzed per RMI. AISI 2012 (LRFD) and the 2015 IBC. Lateral -torsional buckling strength [Resistance] (Section C3.1.2) Po Where: P „o = = 9709 lbs =AF =0.317 36=11422lbs M=M=SF=S.F P =CboA(o-yo)'n/Sf=49.346ksi F=CA6r(j+C(j2+ 02(6 /6,)))'n)/(CTFSf)=9.388ksi = (CR'Ed1) / (S,(IcL )2 = 33.918 ksi F ,„;n = 9.388 ksi Since: F <= 0.56E F = F = 9.388 ksi Reduced Fo.=1 - ((1 -Q)/2)•(F /F)Q F= 9.4 ksi M. = 2595 in-lbs My = 566 in-lbs Mx0b = 2335 in-lbs M�e 510 in-lbs PE, = n2E1 / (I L,)2 = 21370 lbs PEy = n2E. / (K L)2 = 3397 lbs M = M.m.. Pe = 2980 lbs VT,„„, = 1343 lbs LD;eg = ((L - 6)2 + (D - 2B)2)'n = 72.39 in. VDiag = (VT„,„, LD, ) / D = 2284 lbs Brace Stress = VD;„e /P = 90% (Eq C3.1.2.1-1) (Eq 3.1.2.1-4) (Eq 3.1.2.1-10) (Eq C3.1.2.1-3) (Eq C5.2.2-6) (Eq C5.2.2-7) 2.756 x 1.378 - .06 SECTION PROPERTIES Depth 2.756 in. Width 1.378 in. t 0.06 in. Radius 0.09 in. Area 0.317 in.2 AreaNet 0.317 in.2 I. 0.381 in.' Sx 0.276 in.3 SXN,t 0.276 in.3 R 1.095 in. I,. 0.061 in.' Sr 0.06 in.3 RY 0.437 in. J 0 in." C„ 0.074 in.6 J„ 1.615 in. X„ -0.862 in. K, I Lx 72 in. K}, 1 LY 72 in. K, 0.8 Fy 36 ksi F„ 42 ksi Q 1 G 11300 ksi E 29500 ksi C,e, 0.85 CS -1 Cb 1 Ctf 1 Phi, 0.9 Phie 0.85 SEIZMIC 17,„ '` INC �'I MATERIAL HANDLING, ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 29 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 POST -INSTALLED ANCHOR ANALYSIS PER ACI 318-14, CHAPTER 17 Configuration 1 A (144) Assumed cracked concrete application Anchor Type 1/2" dia, 3.25" hef, 6" min. slab ICC Report Number ESR-1917 1.5 . hof = 4.875 in. Slab Thickness (h) = 6 in. Co, = 12 useCo, ad, = 4.875 in. Min. Slab Thickness (h) = 6 in. Co, = 12 useColad, = 4.875 in. Concrete Strength (f) = 4000 ksi Diameter (do) = 0.5 in. 3 .h„ = 9.75 in. Nominal Embedment (hnom) = 3.625 in. Effective Embedment (h„) = Hef S = 5.63 Use S, adj = 5.63 in. in. Number of Anchors (n) = 2 S2 = 0 in. Use Sled, = 0 in. e'N =0 e'V = 0 From ICC ESR Report A,o = 0.101 sq.in. f = 106000 psi Sm1e = 2.375 in. C. = 2.375 in. Coo = 7.5 in. NP. = 4915 in. Tension Capacity = 3230 lbs Shear Capacity = 3571 lbs A„ ha i • '1 f .1. id 1.5 cal s1 1.5 cal $5cismie Adj. Strength 0.75 2423 lbs 0.75 2678 lbs MATERIAL HANDL G ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: Macy's Logistics International Storage 17000 Southcenter Tukwila, WA 30 tchang 10/28/2019 PN: 20191004 18 ANCHOR ANALYSIS - TENSION STRENGTH Configuration 1 A (144) Steel Strength =0.75 �Nsa = OnASef th = 0.75.2.0.101 106000 = 16,059 lbs Concrete Breakout Strength ONc,,g = 0.65 ANc = (Cal.ad; + S,ad, + 1.5hef) • (Ca2.od; + S2od, + 1.5hef) = 149.955 sq.in. ANCO = 9hef2= 95.063 sq.in. Check if AN. >= ANc ANIANco = 1.577 Yec.N = 1 Wed,N = 1 =1 K� = 17 7v =1 Nb = Ko (f)05(hcf)1 5 = 6299 lbs �cpN =1 ONcbg — (ANc/ANc0)01j0 ,N)(Ped,N)(PC,N)(ljcp,N)(Nb) 0.65 (149.955/95.063) 1 1 1 1 6299 = 6,459 lbs Pullout Strength ON, 0=0.65 =1 cp (1:1Np. = 041,3\W/2500)° 5 = 8,082 lbs Steel Strength (ON.) = 16,059 lbs Embedment Strength - Concrete Breakout Strength (ONE,) = 6,459 lbs Embedment Strength - Pullout Strength ONO = 8,082 lbs 17.4.1 17.3.3.a i 17.4.1.2 17.4.2 17.3.3 c ii Category 1-B 17.4.2.4 17.4.2.5 17.4.2.6 17.4.2.2 d 17.4.2.7 17.4.2.1 17.4.3 17.3.3 c ii Category 1-B 17.4.3.6 17.4.3.1 Jr 1---t SEIZM ? ! I , !I MATERIAL HANDLING ENGliCitcRING EST. 1985 • TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: Macy's Logistics International Storage 17000 Southcenter Tukwila, WA 31 tchang 10/28/2019 PN: 20191004 18 ANCHOR ANALYSIS - SHEAR STRENGTH Configuration 1 A (144) Steel Strength 6Vsa Vsa 5,495 / Anchor -- per report = 0.65 4)V, = On V = 0.65.2. 5,495 = 7,144 lbs Concrete Breakout Strength 4)Vobg = 0.7 Av< = (1.5Co, + S edj + 1.5Ca,)ha = 249.78 sq.in. Av<o = 3Ca,ho = 216 sq.in. Check if A„ <o >= Av< AvIA„<o = 1.156 =1 P<dv = 0.9 = 1 why d, = 0.5 in. L< = 1 in. X =1 The smaller of 7(L< / d j00 z(do)°/5�,a(f )° Scal' 5 and 9a,a(f )° Sca1' 5 = 14,948 lbs Wong =(Avo/Av«)(4'«.v)(`P<av)lic•v)(Th,v)(V) 0.7 • (249.78/216) 1 •0.9 1.1.732 14,948 = 18,862 lbs Pryout Strength 4Vogg 4= 0.7 K<p=2 Ncbg = 9,937 lbs (1)V<re = 4K<I,N4 = 0.7 2. 9,937 = 13,912 lbs Steel Strength (4V,) = 7,144 lbs Embedment Strength - Concrete Breakout Strength (6V<b) =18,862 lbs Embedment Strength - Pryout Strength (4V<0,) = 13,912 lbs 17.5.1 17.3.3. Condition a ii 17.5.1.2a 17.5.2 17.3.3 ci-B 17.5.2.5 17.5.2.6 17.5.2.7 17.5.2.8 17.5.2.2 17.2.6 d 17.5.2.2 a, 17.5.2.2 b 17.5.2.1 17.5.3 17.3.3 Ci-B 17.5.3.1 MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: PN: Macy's Logistics International Storage 17000 Southcenter Tukwila, WA 32 tchang 10/28/2019 20191004 18 OVERTURNING ANALYSIS Configurationl A (144) Per RMI Sec 2.6.9 and ASCE7-10. Sec 15.5.3.6. Weight of rack with all levels loaded to 67% capacity. & with only top level loaded FULLY LOADED Wp, = 15,000 lbs Wd, = 500 lbs Wp, • 67% = 15,000.0.67 =10,050 lbs VT.„, = (1. 0.2425.1 • ((0.67.10,050) + 500)) = 1,754 lbs Mo„ = Ht = 1,754 205 = 359,570 in-lbs Ms, = ((Wp, • 0.67) + WdI) • d • Factor = ((15,000.0.67) + 500) • 48.0.5 = 253,200 in-lbs Puphd = 1 • (Mo„ - Ms,)/d = (359,570 - 253,200) / 48 = 2,216 lbs PMW = 1 • (Mo„ + Ms,) / d = (359,570 + 253,200) / 48 = 12,766 lbs TOP SHELF LOADED Shear = 848 lbs Mo„ = VTup • Ht = 848 (240 + ((48 - 10) / 2)) = 219,632 in-lbs Ms, = (I + Wd,) d = (3,000 + 500) • (48 0.5) = 84,000 in-lbs P.nhry = 1 (Mo„ - Ms,)/d = (219,632 - 84,000) / 48 = 2,825 lbs ANCHORS No. of Anchors (#Anchors): 2 Pull Out Capacity per Anchor (TA,,ohor): 2,423 lbs Shear Capacity per Anchor: 2,678 lbs COMBINED STRESS Fully Loaded Top Shelf Loaded Seismic UpLift Critical (LC#7B) Side Load Top Shelf = ((2,216 / 2) / 2,423) + ((1,754 / 4) / 2,678) = 0.621 = ((2,825 / 2) / 2,423) + ((848 / 4) / 2,678) = 0.662 = (3,931 / 2) / 2,423 = 0.811 =(0/2)/2,423 =0 Puplift Fiat door pm Ili. P.rot r OFF 1 F2 ELEVATION 4 Fr F6 V F5 r S. �"� SEIZMIC��• a��?J �, i ltl MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: Macy's Logistics International Storage 17000 Southcenter Tukwila, WA 33 tchang 10/28/2019 PN: 20191004_18 Base Plate Analysis: A (144) The base plate will be analyzed with the rectangular stress resulting from the vertical load P, combined with the triangular stresses resulting from the moment Mb (if any). Three criteria are used in determining Mb: 1. Moment capacity of the base plate 2. Moment capacity of the anchor bolts 3. Veo, ' h/2 (full fixity) Mb is the smallest value obtained from these three criteria. Fy = 36000 psi Poo, = 8178 lbs MBa„ = 2372.5 in-lbs P/A = Poo,/(D • B) = 8178 / (5.12.7.28) = 219 psi =MBa,n/(D•B2/6)=2372.5 /(5.12.7.282/6)=52.44psi fb2=fb•(2 b,/B)=52.44.(2.1.65/7.28)=23.75psi fb,=fb-fb2=52.44-23.75=28.68psi Mb=wb,2/2=(b,2/2)•(fa + fb, + 0.67 • fb2) = (1.652 / 2)• (219 + 28.68 + 0.67 23.75) = 359.04 in-lbs SBab = (B (2) / 6 = 0.19sq.in. FBa„ = 0.75 • Fy = 27,000 psi fb / Fb = Mb / (SB85¢ • FBBS) = 359.04 / (0.19 27,000) = 0.07 Base Plate Tension analysis per AC1318-14 17.2.3.4.3 (b), ductile yield of base plate Moment Arm (L) = (S, - b) / 2 = 0.82 in. M=,hor = TTO,o, / 2 • L = 1994.13 in-lbs S = D t2/6 = 0.055in3 MbusePl, = S Fy = 1,994 in-lbs �Mb,s� o1C = 0.9 • Mn = 1,795 in-lbs �Mbosm e < Mich„r , Base plate will yield first. Since the base plate will yield before anchor getting full tension capacity, over -strength factor is not applicable. I V I b 1 b "I ' b 1 7 B Hill Plate width B = Plate depth D = Plate thickness t = Column width b = Column depth d = 13.1 = Sa = S}, = TTotel - 162 — Ib1 7.28 in. 5.12 in. 0.39 in. 3.98 in. 2.72 in. 1.65 in. 5.63 in. 0 in. 4,846 lbs. 0.25 in. f�, MATERIAL HANDLING ENGINEERING EST. 1085 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 SHEET#: CALCULATED BY: DATE: PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA 34 tchang 10/28/2019 PN: 20191004 18 Equation for Maximum Considered Earthquake Base Rotation Per RMI 2012 Commentary 2.6.4 as lb I E a, = 0.53 Per RMI 2012 7.1.3 kc+kbe vN�1 Wpihpi ( kckbe ) kbkce kc+kbe (Nc+Nb ( kckbe) (kb+kce ) Where: W. P. h. P, NL ke kbe kb k N. as - the first iteration of the second order amplification term computed using WP; from section 2.6.4 of the Commentary = the weight of the ith pallet supported by the storage rack = the elevation of the center of gravity of the ith pallet with respect to the base of the storage rack = the number of loaded levels = the rotational stiffness of the connector = the flexural rotational stiffness of the beam -end = the rotational stiffness of the base plate = the flexural rotational stiffness of the base upright -end = the number of beam -to -upright connections Nb = the number of base plate connections 6EIb 4EIe Ele kbe= k= kb= L H H L = the clear span of the beams H = the clear height of the upright = the moment of inertia about the bending axis of each beam = the moment of inertia of each base upright = the Young's modulus of the beams Cd (1+cX�MCa the deflection amplification factor per section 2.6.6 ®b b Mb the base moment from analysis kb Oe 0.22 # of levels 5 min. # of bays 3 Ne 60 Nb 8 ke 360 kip-in/rad k,,e 3551 kip-in/rad kb 249 kip-in/rad k0e 996 kip-in/rad lb 2.89 in' L 144 in le 2.03 in" H 240 in E 29500 ksi Level hP; W. 1 51 in 3 kip 2 l 17 in 3 kip 3 165in 3kip 4 213in 3kip 5 280 in 3 kip Per RMI 2012 2.6.6, in unbraced direction, seismic separation for rack structure is 0.05 h,eh,. Therefore tanO,, 0.5 O 2.862 rad Ob ok Maximum moment in base plate M111ax if one anchor, then 0 OR (# of anchors / 2) * anchor pull out capacity * spacing of anchor(Sx) M_13,641 kip -in > Mb OK SEIZMIC ) Ti MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 35 CALCULATED BY: tchang DATE: 10/28/2019 PN: 20191004 18 SLAB AND SOIL ANALYSIS (LRFD) P a, = Gravity_Load (see Basic Load Combinations) = 17,070 lbs f,=7.5.(fo)12=474psi d,req'd = (P„„ /(q) 1.72 ((KS • r, / e0) • 104 + 3.6) • f,))" 2 = 2.944 in. b = (e0' d,req'd3 / (12 • (1 - 112)' k,))14 = 19.9 in. b,req'd = 1.5 • b = 30 in. P= 1.72[(k, • r, / e,) 104+ 3.6] • f, • t2= 118,172 lbs P, =(1)•P,=70,9031bs P,,„ /P = 0.24 SLAB AND SOIL ANALYSIS (ASD) P n< = MAX(ASD Load Combo 1, ASD Load Combo 2, ASD Load Combo 3) =12,041 lbs f,=7.5.(fn)12=474psi P = 1.72[(k, - r, / e,) • 104 + 3.6] • f, • t2 =118,172 lbs d,req'd = (Pm'(4).1.72 • ((K, • r, / ec) 104 + 3.6) • O)'n = 2.944 in. b = (e, • d,req'd3 / (12 • (1 - µ2) • kj)14 = 19.9 in. b,req'd = 1.5 • b = 30 in. P = Pn / sa = 39,3911bs Par/P =0.31 Base Plate Width B 7.283 in. Depth W 5.118 in. Frame Frame depth d 48 in. Concrete Thickness t 6 in. fc 4,000 psi 0.6 3 1 k, 50 r, 3.05 e, 3,604,997 Industrial Smoke Vent KEY FEATURES Available Snow Load,(10 Pounds or30 Pounds per Square Foot) AVAILABLE CERTIFICATIONS FM Approval fr4430 • UL Listed CE Certified . PRODUCT PROFILE Details Not To Scale :era SUMP WATIER TAW OMONALI etoin MIMED SnAAARt SPECIFICATIONS AW SUNoPTICSe l iigb Performance Prismatic flayEghimg Arrxelcultyfratts Carpal, Warranty.5-yearand l0-yearlimited warranty available. Complete warranty terms located at tvwtvacuitvbrands.COm/Customedfesources/ferrns and condit(onsasoa Meta Actual performance may differ as a result of end-userenvironment and application. Specifications subject to change without notice DGZ LENSCLWH Option Shown ti lEA eowuawu GO rnauoa (NETt.0.QEAR FRAME) TRIPI SaKON 9P Nan tAi SKEn.sttuPATWOPD snrnsnastswoM fW11GRAn NO1E Finished curb should be 1"less then Net ID. Clear Frame or In- durance on a9 sides between frame and finished flashing. 4'1101 1l 110114 rmes �GFPnu: 1 E RECEIVED CITY OF TUKWILA DEC 19 2019 PERMIT CENTER FM Approved Smoke Vents shall be Sunoptics model 8108 Factory Mutual (curb mounted) es manufactured by Sunoptics Skylights, 6201 27th Street Sacramento Ca. 95822916/395-4700. UL Listed Smoke vents shall be Synaptic; model 870B UL Usted (curb mounted) as manufactured by Sunoptics Skylights, 620127thStreet Sacramento Ca. 95822 916/395-4700. Smoke Vents shall be glazed ready for installation. Smoke Vent frames stall be fabricated from 606376 aluminum, finish to be natural milt Flames shall have integral condensation and weepage gutters which drain Interior moisture to the outside Comers shall be mitered and wetded.The acrylic glazing shall be separated from the Smoke Vent frame with a Silicon Seal. Note Multi -glazed units default to include imtdated'Menmal Break (RBR), Curb Seal Tape, Weather Sweep (WSW) and screws_ Single -glazed units default to not included any of these options. Certain airborne contaminants can 'diminish the integrity of acrylic and/or polycarhonete lenses. Refers* the compatibility tables for suitable uses on our websne. Smoke Vents shall operate by a fusible link with a minimum tnmpature rating of 165 degrees. The fusible Zink mechanism with Gea Shocks shag include an exterior manual release cable for testing. Smoke Yents shall open to a minima n angle of 10S degrees. FM 84430 Approved Smoke Vent shall be Doable glazed using, CLEAR ARMOR' Clear Prismatic Pelycarbonate over CLEAR ARMOR` High White Prismatic Polycadsonatefens, CCl Rated, glared in a Signature Series Dome configuration.SNOW LOAD IJFT IN P5F; bORs only. Must have a Minimum 360° Fusible Link. UL Listed Smoke Vent lens shape can be Signature, which can he made from 100% Impact modified Acrylic of CLEAR ARMOR' Petycarbonatq of She Double hip tens which tan only be madefrom S0%Impact Modified Acrylic. SNOW LOAD UFT IN PSF (101b. en 30Ib.) PER PROD. ECT NEEDS. Smoke Vents not for use in Harsh Corrosive. Me Condlttons such as Marina, Greenhouses, Pounl- where the skyilghts may be exposed to such con Cleaning Acrylic Lenses: Frequency of dean' When cleaning acrylic lenses, use only water or to minimize scratching the acrylic A pressure w use ammonia, aromatic or petroleum based p cause deterioration and evading of the (ens an Skylights should not be installed in locations wi of-75° F or 1 B0 E. a emtret WED FOR LODE COMPLIANCE determined b erwOha mil her is acceptable to use as _. `ever ucts to deanacrylic lense5.This cacti voklflOP0 the wart �.6 2019 an operating a u a2012Rh Street Sacrame8o, CA 95822191 -39i 4109199992gg-4799 j 916-395-9015 fat CORRE TION LTR#. blO323 aww,a1Opu¢eem Ci�'y°`off`� awiIa BUILDING DIVISION SUBMITTAL REVIEW Ifebv l DEVli6A ND fltlSUl1 JT ❑ MASH As ❑ LINCTS) d Submittal PAWN is fiflr falaal oidbnamif aids the ipedia siaa 1ncomma do meina► Now or altutftito tat sot be Named dtebevi0 dee nutidder foes Illawassoterldi geojeti pins aad opecidadioal CaMMabr did be eoldy afl dctaila quiddliee. dbieai-UR pldmtlia. na me of aaembly, +wrkmasab((p, isd eddy rglllinesea INI,g411*Aww"hre/iii/ite ORDERING LOGIC Industrial Smoke Vent Adam 1Ofront CdCut IDStone Width IDForm lagth i as* Shape. Wag SIG AgaaeaeSsles 4O30 SI-1Ra53-1/I" 17151.250 Width S1.U5U Les L6dasa Lrngth631S6mdcec SKI =9iieueS it, S6t Sieile9ato 4000 st-II4 7s-UP wa1250 Welth51.75J hots L75.250 teng1A7325014daes 6HP1. DaleapScdes Da DeebieGlm/ 4070 51-114'zI7-U4' Vat= 104013.1.250Iran 117250 knock 87.7501othet 4080 57-UralL04F4 w52.250 Vai6S2250Indio 1.11102S0 tog01100.750imhes 5060 65-Wan-Sir W8.67.S Width 63.RSlathes MISS tesg*75210edws a63-II4 7-11C W63.250 WidIhB17S0indes Ld72f0 Iey1F81150Fdus 63-Wo00-sfr ee63250 VOA 6i25oinths 193.62S Be0t894.67SFdtes mottarYaaastimista 1k._,_ 08001WI13 L` i dfulr aadogMateia! 6lumgtdes MINK Pdratatow WW1150411 White DDegle4amDdatdr1' UM adDrgeagaidetlt' 101E 10PbadNuartaadlDelcmi Q7 ttimitotaa Una Ow' 212P1 2120egueFobs IFt' 301J 30PogadSuydam, S002 5056Marti it. LPl5WINS Whit Gear' 2It6SL 78SBe}eeFmld tht` 0n 1 Ae1&tss1 ILION OearMddkatleOaf Offsofe' 36WL 3600490oNaha* 00$ Gae3 LERSWHW14 1the7' 37181. 3TDegtosokLYt 1FBS4a ewers t 31WF1 3860eg eoraletri UnkType Smoke lot Faint HMO Options meB Stmdadfa®e (AN: WtOdatdq Or* Ha0piaa iMRI6 FaconiantdFppmed UL tntlsadsmakeWIU a 6aapeanRstdadtemhn RBA h0datdanal heft Finn No taalatedthem eaatak wsw Weather Sweep NoWealheSwep IRIS BatleaeSedad Sow lead 'saga0l firUt.0H i 1)Aaglefia 210atdle®aae 3)Botwiz* taidIPMtad 4SUNOPTICS` 0w121M Stott i Mete %CA 888721816195:200 I 6703 I91& 16 to w i, m Ptiscsn BXIJldIBntalSeth Wsli 08,21 2816AWNBroodsIiplia►bagOjdate rdha07A2A6 2d2 MATERIAL HANDLING,ENGINERING EST. 1885 SPECIAL PRODUCTS TANK SUPPORTS MACHINERY RACK BLDGS SHEDS WORK PLATFORMS FOOTINGS CONVEYORS TALL SUPPORTS HEADER STEEL ROBOTIC PLATFORMS PICK MODULES ROOF VERIFICATION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 6 2019 City of Tukwila BUILDING DIVISION 1130 E. Cypress St STORAGE RACKS SELECTIVE DRIVE-IN PUSH BACK FLOW RACK CANTILEVER OTHER SERVICES SEISMIC ANALYSIS PERMIT AQUISIT]ON EGRESS PLANS STATE APPROVALS PRODUCT TESTING TITLE 24 Licensed in 50 States Analysis of Storage Racks for Macy's Logistics 17000 Southcenter Parkway, Tukwila, WA Job No. 19-2671 APR 1 2 2020 Covina, CA 91724 r SHELVING METAL METAL/WOOD MOVABLE GONDOLAS LOCKERS CATWALKS SPECIAL PRODUCTS SHUTTLES VLM VRC CAROUSELS FENCING SYSTEMS MODULAR OFFICES MINI -LOAD SYSTEMS RECEIVED CITY OF TUKWILA OCT 1 8 2019 PERMIT CENTER (909) 869-0989 S-i MATERIAL HANDLING`ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 1 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004_18 Table of Contents Parameters Components and Specifications Loads and Distributions Basic Load Combinations Longitudinal Analysis Column & Backer Analysis Beam Analysis Beam to Column Analysis Bracing Analysis Anchor Analysis Overturning Analysis Baseplate Analysis Slab and Soil Analysis 2 3 14 17 18 19 21 24 25 27 30 31 33 Scope: This storage system analysis is intended to determine its compliance with appropriate building codes with respect to static and seismic forces. The storage racks are prefabricated and are to be field assembled only, with no field welding. ti.. SEIZMICJ 'Vfj.1 ¢ MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 2 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 The storage racks consist of several bays, interconnected in one or both directions,with the columns of the vertical frames being comon between adjacent bays. This analysis will focus on a tributary bay to be analyzed in both the longitudinal and transverse direction. Stability in the longitudinal direction is maintained by the beam to column moment resisting connections, while bracing acts in the transverse direction. CONCEPTUAL DRAWING Some components may not be used or may vary Legend 1. Column 2. Base Plate 3. Anchors 4. Bracing 5. Beam 6. Connector TRANSVERSE fTRIBUTARY AREA I LONGITUDINAL NOTE: ACTUAL CONFIGURATION SHOWN ON COMPONENTS & SPECIFICATIONS SHEET SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 �" TEL:(909)869-0989 1130 E. CYPRESS ST. COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 3 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration I: A (144) M 1.7 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 1= 1 V ng = 949 lbs. Pska,. = 7750 lbs. Levels: 5 Panels: 7 Si, = 0.54 P = 1.5 SDC = D o"s = 2558 lbs. P,e;Sm;, = 7491 lbs. Load per Level 3000 Ibs fi 68^ 8 - 312" TS-- 48" 3000 lbs 68" 48" I 3000Ibs / 1 48" 3000 lbs 64" \ 84" S-- 3000 Ibs 24" 24" 24" / \24" / 1i `,— 48" —1. SIDE VIEW 144" * FRONT VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 82% (level 2) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 50% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 90% (panel 5) 5 x 2.75 - .063 (50E) Steel = 55 ksi Max Static Cap. = 4312 ib. Stress = 71% Max stress = 71% (level 1) 4 Tab 2" cc Connector (IM) Stress = 53% Max stress = 61% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 2373 in -lb. Stress = 7% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 30% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 81% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved S: SEIZMIC �� MATERIAL HANDLING,ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST. COVINA. CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 4 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 2: A (96) M 1.7 Analysis per section 2209 of the 2015 IBC S = 1.45 P = 1.0 I = 1 V = 949 lbs. Ps1"1, = 7750 lbs. Levels: 5 Panels: 7 S; = 0.54 P , = 1.5 SDC = D l ""sg = 2558 lbs. PT" = 7491 lbs. Load per Level 3000 lbs sa^ I'- - 48" S--3000lbs 68" I 48" 312" t30001bs 64" 48" 3000 lbs \ 24" 24" / 84" '4 \ 24" 30001bs 24" / 48" —1. I,— 96" FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.66 x 2.75 - .063 (36E) 3 Tab 2" cc Connector (IM) 3.98 x 2.72 - .089 (4B101) Steel = 55 ksi Max Static Cap. = 43921b. Stress = 84% Steel = 55000 psi Stress = 70% Stress = 82% (level 2) Max stress = 98% (level 2) HORIZONTAL BRACE Max stress = 70% (level 1) 2.756 x 1.378 - .06 Stress = 50% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 90% (panel 5) Base Plate Slab & Soil Anchors Steel = 36000 psi * Slab = 6" x 4000 psi Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 7.283 x 5.118 x 0.394 in. 2 anchors/plate Sub Grade Reaction = 50 pci 0.5 in.. x 3.625 in. Embed. Moment = 2373 in -lb. Stress = 7% Slab Bending Stress = 30% (S) Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 81% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved SEIZMIC�;) t MATERIAL HANDLING ENGINEERING EST. 1985 � TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 5 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 3: B (144) M 1.7 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 1= 1 V "g = 759 lbs. P51Q,1c = 6200 lbs. Levels: 4 Panels: 7 Si, = 0.54 F„ = 1.5 SDC = DTr "s = 2046 lbs. PSesm = 6488 lbs. Load per Level 3000 lbs 68" 1' S-- _, 48" 3000 Ibs 68" 3 2" 78" 64" 3000Ibs S-- --4 24" r 102" 24 4- 24' 3000 lbs 224" 8 " `%— 48" 4 1. 144" FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 5 x 2.75 - .063 (50E) 4 Tab 2" cc Connector (IM) 3.98 x 2.72 - .089 (4B101) Steel = 55 ksi Max Static Cap. = 43121b. Stress = 50% Steel = 55000 psi Stress = 71% Stress = 80% (level 2) Max stress = 58% (level 2) HORIZONTAL BRACE Max stress = 71% (level 1) 2.756 x 1.378 - .06 Stress = 40% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 74% (panel 5) Base Plate Slab & Soil Anchors Steel = 36000 psi * Slab = 6" x 4000 psi Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 7.283 x 5.118 x 0.394 in. 2 anchors/plate Sub Grade Reaction = 50 pci 0.5 in. x 3.625 in. Embed. Moment = 1898 in -lb. Stress = 6% Slab Bending Stress = 25% (S) Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 73% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved MATERIAL HANDLINGNGINEERING EST. 1985 � TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 6 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 4: B (96) M 1.7 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 1= 1 V�ng = 759 lbs. Ps, , = 6200 lbs. Levels: 4 Panels: 7 S; = 0.54 t' = 1.5 SDC = D VT,o„s = 2046 lbs. P.., = 6488 lbs. - Load per Level 3000 Ibs 68" 48" 30001bs 68" 3000 lbs 64" S- r 2,J�4" 102" 24 4— /� 24" \ 3000 Ibs 24" / 8" `I 96" — FRONT VIEW 1,-- 48" --. SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 80% (level 2) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 40% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 74% (panel 5) 3.66 x 2.75 - .063 (36E) Steel = 55 ksi Max Static Cap. = 4392 Ib. Stress = 70% Max stress = 70% (level 1) 3 Tab 2" cc Connector (IM) Stress = 77% Max stress = 92% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 1898 in -lb. Stress = 6% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 25% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 Ibs. Anchor stress = 73% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved SEIZMIC !; MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 7 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004_18 COMPONENTS AND SPECIFICATIONS Configuration 5: A2 (144) M 1.7 Analysis per section 2209 of the 2015 IBC S = 1.45 Fo = 1.0 1= 1 V ng = 798 lbs. PS1a1,, = 6500 lbs. Levels: 5 Panels: 7 S; = 0.54 Fv = 1.5 SIDC = DTr ps = 2152 lbs. PSes,,, = 7228 lbs. - Load per Level 2500 lbs 68" / 48" 2500 Ibs 68 " \ t i-- 48" 3 2" 48" t2500Ibs 64" 2500 lbs - -4 24" 24" \ 24" \ 84" \24" 2500 lbs 24" \ 8 8 `�- 42" —+ * 144" FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 69% (level 2) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 37% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 77% (panel 5) 5 x 2.75 - .063 (50E) Steel = 55 ksi Max Static Cap. = 4312 Ib. Stress = 60% Max stress = 60% (level 1) 4 Tab 2" cc Connector (IM) Stress = 45% Max stress = 51% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 1995 in -lb. Stress = 6% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 27% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 92% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 8 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 6: A2 (96) M 1.7 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 I= 1 V1„ = 798 lbs. Fla« = 6500 lbs. Levels: 5 Panels: 7 S; = 0.54 F = 1.5 SDC = D Vr,"g = 2152 lbs. PSesm;, = 7228 lbs. Load per Level 2500 Ibs 68" 48" 25001bs 68" 48" 3 2" yl I 2500 Ibs 48" 64" 2500 lbs 24" 4— \ 24" '4 / 84" 24" \ 2500 Ibs 24" " 8 8" `II42" 96" FRONT VIEW r SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 69% (level 2) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 37% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 77% (panel 5) 3.66 x 2.75 - .063 (36E) Steel = 55 ksi Max Static Cap. = 4392 lb. Stress = 59% Max stress = 59% (level 1) 3 Tab 2" cc Connector (IM) Stress = 70% Max stress = 82% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 1995 in -lb. Stress = 6% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 27% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 92% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved r Sh MATERIAL HANDLINGENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 9 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 7: D (144) M 1.7 Analysis per section 2209 of the 2015 IBC S, = 1.45 F = 1.0 1= 1 V g = 949 lbs. Ps;",;, = 7750 lbs. Levels: 5 Panels: 7 S', = 0.54 tv = 1.5 SDC = D7ians = 2558 lbs. PSesm = 4385 lbs. Load per Level 3000 Ibs 68^ \ IT 48" 30001bs — —S 68" \ 3 2" 48" Ir 30001bs 64" t S-- --S L 48" 24" '4" 30001bs S_ 24" 60" 24" 30001bs 24" 8 `s J —f. 144" FRONT VIEW I— 72" SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 62% (level 2) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 85% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 90% (panel 5) 5.94 x 2.75 -0.059 (59E) Steel = 55 ksi Max Static Cap. = 62741b. Stress = 49% Max stress = 49% (level 1) 5 Tab Connector (IM) Stress = 28% Max stress = 33% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 2373 in -lb. Stress = 7% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 23% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 29% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved �SEIZMIC } MATERIAL HANDLING ENGINEERING EST. 1985 % TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: Internalional Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 10 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 8: D (96) M 1.7 Analysis per section 2209 of the 2015 IBC Sr = 1.45 F = 1.0 1= 1 VLong = 949 lbs. Ps1or,, = 7750 lbs. Levels: 5 Panels: 7 S, = 0.54 ft'v = 1.5 SDC = D VT°" = 2558 lbs. P„,sm,, = 4385 lbs. Load per Level 3000 lbs 68" N\ II 48" 3000 Ibst 68" 3 2" 48" sl, S-- 3000 lbs 64" 7 S-:- ae" 24„ '4" 3000 lbs 2 60" 24" 30001bs 24"" \ 8 96 FRONT VIEW 72" SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 62% (level 2) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 85% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 90% (panel 5) 3.66 x 2.75 - .063 (36E) Steel = 55 ksi Max Static Cap. = 43921b. Stress = 70% Max stress = 70% (level 1) 3 Tab 2" cc Connector (IM) Stress = 67% Max stress = 83% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 2373 in -lb. Stress = 7% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 23% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 29% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved SEIZMIC! ' '; MATERIAL HANDLING ENGINES_ RING EST. 1985 ~ TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 11 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 9: K (144) M 1.7 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 1= 1 ng = 1000 lbs. Ps;a,. = 8200 lbs. Levels: 4 Panels: 7 Si = 0.54„ = 1.5 SDC = D Trans = 2696 lbs. PTes nic = 6708 lbs. - Load per Level 4000 Ibs s8^ / 96" 68" 312" 40001bs 64" si• 96" 24" 8- \ 24" / 4000 lbs 1 S— 24" \ 36" Ibs 24" /4000 Z " 8" ` I ,� 60" is 144" FRONT VIEW I SIDE VIEW I' FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 87% (level 3) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 69% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 78% (panel 5) 5 x 2.75 - .063 (50E) Steel = 55 ksi Max Static Cap. = 43121b. Stress = 94% Max stress = 94% (level 1) 4 Tab 2" cc Connector (IM) Stress = 41% Max stress = 63% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 2500 in -lb. Stress = 7% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 28% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 68% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved SEIZMlC C _ INC / it yrs;l MATERIAL HANDLING"ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST. COVINA. CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 12 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 10: K (96) M 1.7 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 1= 1 V ng = 1000 lbs. Psor;c = 8200 lbs. Levels: 4 Panels: 7 S; = 0.54„ = 1.5 SDC = DTraI nc = 2696 lbs. PSes n , = 6708 lbs. Load per Level 4000 lbs 68" 96" 68" 312" 40001bs S- 64" L 96" 24" 4- 24" .........._.--------- 4000 lbs 24" '4" \ 36" 40001bs 24" / 8 `I. '1. `1,- 96" 60" —'1. FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3.98 x 2.72 - .089 (4B101) Steel = 55000 psi Stress = 87% (level 3) HORIZONTAL BRACE 2.756 x 1.378 - .06 Stress = 69% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 78% (panel 5) 3.66 x 2.75 - .063 (36E) Steel = 55 ksi Max Static Cap. = 4392 lb. Stress = 93% Max stress = 93% (level 1) 3 Tab 2" cc Connector (IM) Stress = 58% Max stress = 97% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi * • 7.283 x 5.118 x 0.394 in. 2 anchors/plate Moment = 2500 in -lb. Stress = 7% Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 28% (S) Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.625 in. Embed. Pullout Capacity = 2423 lbs. Shear Capacity = 2678 lbs. Anchor stress = 68% I Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. All rights reserved MATERIAL HANDLING ENGINEERING EST. 1985 �' TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 13 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 COMPONENTS AND SPECIFICATIONS Configuration 11: Z (144) M 1.7 Analysis per section 2209 of the 2015 IBC S = 1.45 F = 1.0 I = 1 V = 569 Ibs. Ps,",;, = 4650 lbs. Levels: 3 Panels: 7 5; = 0.54 'v = 1.5 SDC = D IC= 1535 lbs. P5,m = 6399 lbs. - - 68" / Load per Level 3000 Ibs S-- --S 78" 68" ' 3000 Ibs 312" _4 64" 78" 24" \ 3000 lbs ,I - S-. -4 24" / 78" 224 224 / 8 ', 36" 4 * 144" i. FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 5 x 2.75 - .063 (50E) 4 Tab 2" cc Connector (IM) 3.98 x 2.72 - .089 (4B101) Steel = 55 ksi Max Static Cap. = 4312 lb. Stress = 62% Steel = 55000 psi Stress = 71% Stress = 65% (level 1) Max stress = 62% (level 1) HORIZONTAL BRACE Max stress = 71% (level 1) 2.756 x 1.378 - .06 Stress = 23% (panel 1) DIAGONAL BRACE 2.756 x 1.378 - .06 Stress = 66% (panel 5) Base Plate Slab & Soil Anchors Steel = 36000 psi * Slab = 6" x 4000 psi Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 7.283 x 5.118 x 0.394 in. 2 anchors/plate Sub Grade Reaction = 50 pci 0.5 in. x 3.625 in. Embed. Moment = 5833 in -lb. Stress = 6% Slab Bending Stress = 22% (S) Pullout Capacity = 2423 Ibs. Shear Capacity = 2678 lbs. Anchor stress = 96% Seizmic Analyzer version 20190930 © Copyright 1991-2018 Seizmic Inc. AU rights reserved SEIZM C MATERIAL HANDLINGENGINEERING EST. 1955 t, TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: Macy's Logistics International Storage 17000 Southcenter Tukwila, WA 14 tchang DATE: 10/4/2019 PN: 20191004 18 Loads and Distributions: A (144) Determines seismic base shearper Section 2.6 of the RMI & Section 2209, of the 2015 IBC # of Levels: Pallets Wide: Pallets Deep: Pallet Load: Total Frame Load: SDS = 2/3 • S, • Fa = SD,=2/3•S,•F,= Ws = 0.67 WPL+WDL= 5 3 1 1000 15500 lbs 0.97 0.54 10550 lbs seismic Shear per RMI 2012 2.6.3: Longitudinal V1nng1 = Cs • I, • Ws = SDI / (TL • RL) IP W, = 0.54 / (1 .6)- 1 10550 = 949.5 lbs Vim need not be greater than: =C,•IP W, = SDS/RL•IP• W, =0.97/6 1 10550 = 1705.58 lbs If S, >= 0.6, then V, shall not be less than: VlonFz =Cs•1,•Ws = 0.5 S,/RL IP W, = 0.5 0.54/6 1 10550 = 474.75 lbs V, shall not be less than: =CsI,W, = Max[0.044 • SDS , 0.03] • I, W, = Max[0.04, 0.05, 0.03] • 1.10550 = 474.75 lbs Vlnns2 SDC: D RL: 6 Ss: 1.45 WPL: 15000 Rr: 4 S 1: 0.54 WDL: 500 lbs Fa: 1 Ip: 1 Fv: 1.5 Tl: 1 V Inns4 Since: 949.5 <= 1705.58 & 949.5 >= 474.75 & 949.5 >= 474.75 V, = 949 lbs 43 Vvan:1 Transverse EL EL5 v EL4 EL2 EL2 EL1 F1 F5 n V„®, need not be greater than: =Cs Ip•Ws SDS / R. Ip • Ws = 0.97 / 4 1 10550 = 2558.38 lbs If S, >= 0.6, then V„,o, shall not be less than: =Cs•Ip•Ws =0.5 S1/R,IPWs = 0.5 0.54/4 1 10550 = 712.13 lbs V„,„, shall not be less than: =Cs•Ip•Ws = Max[0.044 SDS , 0.5 S, / RT , 0.03] • IP • W, = Max[0.04, 0.07, 0.03] • 1.10550 = 712.13 lbs Since: 2558.38 >= 712.13 & 2558.38 >= 712.13 V„,n, = 25581bs SEIZMIC k :�?'" � INC MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 15 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 Loads and Distributions: A (144) (Page 2) W.,H. f=V EWH Longitudinal Transverse Level 11, w wh,, f, w w l a f 1 12 1550 18600 85.91 1550 18600 128.62 2 96 1550 148800 123.3 1550 148800 347.05 3 144 1550 223200 184.95 1550 223200 520.58 4 192 1550 297600 246.6 1550 297600 694.11 5 240 1550 372000 308.25 1550 372000 867.64 MATERIAL HANDL G ENGINEERING EST. 1985 ~ TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: Macy's Logistics International Storage 17000 Southcenter Tukwila, WA 16 tchang 10/4/2019 PN: 20191004 18 Fundamental Period of Vibration (Longitudinal) Per FEMA 460 Appendix A - Development of An Analytical Model for the Displacement Based Seismic Design of Storage Racks in Their Down Aisle Direction Where: W. m hp, L H Ib I E g N,, k kb, kb k N N1, kbC = kb = T=2 �NL1 wpihpi2 kbkce g(Nc (kk+ kbe) + Nb (kb + keel) = the weight of the ith pallet supported by the storage rack = the elevation of the center of gravity of the ith pallet with respect to the base of the storage rack = the acceleration of gravity = the number of loaded levels = the rotational stiffness of the connector = the flexural rotational stiffness of the beam -end = the rotational stiffness of the base plate = the flexural rotational stiffness of the base upright -end = the number of beam -to -upright connections = the number of base plate connections 6EIb L 4EI, H EI H = the clear span of the beams = the clear height of the upright = the moment of inertia about the bending axis of each beam = the moment of inertia of each base upright = the Young's modulus of the beams Calculated T = 2.74 Since the calculated T is greater than 1, the more conservative value of 1 is used in the calculations (A-7) # oflevels 5 min. # of bays 3 No 60 Nh 8 k, 360 kip-in/rad kbe 3551 kip-in/rad kb 249 kip-in/rad kCe 996 kip-in/rad Ib 2.89 in° L 144 in 1 2.03 in' H 240 in E 29500 ksi Level hr; W. 1 51 in 3 kip 2 117 in 3 kip 3 165 in 3 kip 4 213 in 3 kip 5 280 in 3 kip SEIZMIC i MATERIAL HANDLING ENGINEERING EST. 1985 �' TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 17 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004_18 LRFD Basic Load Combinations: A (144) 2015 IBC& RMI / ANSI MH 16.1 V Tr ns = 2,558 lbs V Long = 949 lbs P = Product Load / 2 = 7,500 lbs D = Dead Load • 0.5 = 250 lbs MT,ons = Effroo, h, = 451,326 in-lbs ETrons = Mkan, / frame depth = 9,402 lbs R = 0.7 R = 1 .0 (Uplift combination only) p =1 SDS = .97 L = Live Load = 0 lbs S = Snow Load = 0 lbs R = Rain Load = 0 lbs Lr = Live Roof Load = 0 lbs W = Wind Load = 0 lbs Basic Load Combinations 1.DeadLoad=1.4D+1.2P = (1.4 250) + (1.2 7,500)= 9,350 lbs 2. Gravity Load = 1.2 D + 1.4 P + 1.6 L + 0.5 (L, or ;S or R) = (1.2. 250) + (1.4. 7,500) + (1.6 0) + (0.5 0)=10,800 lbs 3. Snow/Rain = 1.2D + 0.85P + (0.5L or 0.5W) + 1.6(L, or S or R) = (1.2 250) + (0.85 7,500) + (0.5.0) + (1.6 0)= 6,675 lbs 4.WindLoad=1.2D+0.85P+0.5L+1.0W+0.5(L,orSorR) =(1.2.250)+(0.85.7,500)+(0.5•0)+(1.0.0)+(0.5.0)=6,675lbs 5A. Seismic Load (Transverse) = (1.2 + 0.2SDS)D + (1.2 + 0.2SD5)I3P + 0.5L + pET,_ + 0.2S =(1.2+0.2•.97)•250+(1.2+0.2•.97)•0.7.7,500+0.5.0+1.9,402+0.2.0=17,069lbs 5B. Seismic Load (Longitudinal) = (1.2 + 0.2SDS)D + (1.2 + 0.2SDS)f3P + 0.5L + pEL0„, + 0.2S =(1.2+0.2•.97)-250+(1.2+0.2'.97)-0.7-7,500+0.5.0+ 1 0+0.2'0=7,666lbs 6. Wind Uplift = 0.9D + 0.9Papp + 1.0W =0.9.250+0.9.7,500+1.0-0=225lbs 7. Seismic Uplift = (0.9 - 0.2SDS)D + (0.9 - 0.2SDS)RP - pET,Ons = (0.9 - 0.2 .97) 250 + (0.9 - 0.2 • .97) • 1 •7,500 - 1 •9,402= -3,931 lbs For a single beam, D = 48 lbs P = 2,000 lbs I = 250 lbs See Base Plate tension Analysis for Over -Strength factor application. 8. Product/Live/Impact = 1.2D + 1.6L + 0.5(SorR) + 1.4P + 1.41 (1.2 48) + (1.6 • 0) + (0.5 0)+(1.4.2,000)+(1.4.250)=3,207lbs ASD Load Combinations for Slab Analysis 1. (1 + 0.1055'DS)D + 0.75((1.4 + 0.14SDS)1P + 0.7pE) = (1 + 0.1.05 • .97) • 250 + 0.75((1.4 + 0.14..97) • 0.77,500 + 0.7' 1' 9,402)= 11,259 lbs 2. (1 + 0.14SDS)D + (0.85 + 0.14SDS)13P + 0.7pE =(1+0.14•.97)-250+(0.85+0.14•.97) 0.7 • 7,500 + 0.7 1 9,402= 12,041 lbs 3. D+P = 250 + 7,500 = 7,750 lbs MATERIAL HANDLING, ENGINE RING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: Macy's Logistics International Storage 17000 Southcenter Tukwila, WA 18 tchang DATE: 10/4/2019 PN: 20191004 18 Longitudinal Analysis: A (144) This analysis is based on the Portal Method, with the point of contra flexure of the columns assumed at mid -height between beams, except for the lowest portion, where the base plate provides only partial fixity and the contra flexure is assumed to occur closer to the base (or at the base of pinned condition, where the base plate cannot carry moment). MConnI2 Moo,NL = MCoM Mcon = ((Mupm. + ML,,„e,) / 2) + M5 ,1 Vco, = VL.„, / # of columns = 475 lbs MB,se = 2373 in-lbs MLA = ((V00 h,) - MB,se (475 lbs • 10 in.) - 2373 in-lbs = 2377 in-lbs FRONT ELEVATION Levels h; £ Axial Load Moment Beam End Moment Connector Moment 1 12 43 7,750 2,377 4,331 23,808 2 84 62 6,200 36,577 4,331 32,358 3 48 92 4,650 19,477 4,331 23,808 4 48 123 3,100 19,477 4,331 23,808 5 48 154 1,550 19,477 4,331 14,069 INC MATERIAL HANDLING ENGINES_ RING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 19 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 COLUMN ANALYSIS: A (144) ( Level 2 ) Analyzed per RMI. AISI 2012 (LRFD1 and the 2015 IBC. Section subject to torsional or flexural -torsion buckling (Section C4.1.2) = 1.5.82/ 1.489 =82.61 K L /R. = 1 -24 / 0.939 = 25.57 KL/K aa. = 82.61 o=(r2+r2+X1),/2 = (1.4892 + 0.9392 +-2.1242)2 = 2.758 in. p =1 - (Xo/ro)2 = 1 - (-2.124/2.758)2 = 0.407 F, =172E / (KL/r),,,2 = 3.142.29500 / 82.612 = 42.668 ksi F2 =(1 /2J3)((o + 092 - (40c 6)),/2) = (1 / (2 0.407)((42.668 + 311.691) - (42.668 + 311.691)2 - (4.0.407 42.668 • 311.691))12)= 39.306 ksi where: 6,. =172E / (KL /K)2 = 3.142 29500 / 82.612 = 42.668 ksi o =1 / A r 2(GJ + (n2EC;,.) / (K,L)2) = 1 / 0.914 .2.7582(11300 . 0.002 +(3.142.29500 2.711)/(0.8.24)2)=311.691 ksi F = Min(F„ F2) =39.306 ksi P =Ak,r X, = (F,, /F)J2 = (55 / 39.306)12 = 1.183 Since X < 1.5: = (0.658^(X,2)) • F = 30.62 Thus: P = 209321bs P=177921bs (Eq. C3.1.2.1- 7) (Eq C4.1.2-3) (Eq C4.1.1-1) (Eq C4.1.2-1) (Eq C3.1.2-11) (Eq C3.1.2-9) (Eq C4.1-1) (Eq C4.1-4) (Eq C4.1-2) 3.98 x 2.72 - .089 SECTION PROPERTIES Depth 2.719 in. Width 3.984 in. t 0.089 in. Radius 0.089 in. Area 0.914 in.2 AreaNet 0.727 in.2 Ix 2.027 in.4 S 1.018 in.' Sn Net 0.871 in.' R. 1.489 in. 11, 0.805 in.4 S 0.455 in.' R}, 0.939 in. J 0.002 in.' 2.711 in.' Jx 2.55 in. X. -2.124 in. K. 1.5 L 82 in. K,. 1 L 24 in. Kt 0.8 F, 55 ksi F„ 65 ksi Q 0.9 G 11300 ksi E 29500 ksi Cm 0.85 C -1 Ch I Cff 1 Phi, 0.9 Phi, 0.85 Sa ( SEIZMIC INC MATERIAL HANDLING ENGINEERING EST. 1985 �� TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's. Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 20 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 COLUMN ANALYSIS: A (144) ( Level 2 ) Analyzed per RMI. AISI 2012 (LRFD1 and the 2015 IBC. Lateral -torsional buckling strength [Resistance] (Section C3.1.2) P„ = P0(Po = 319581bs Where: P , = AjF• = 0.684.55 = 37598 lbs M c. F F F. = = SF =SF =Cr A(o-,q)'12 / Sf = 285.811 ksi = CAc,.(j+C(j2+r2(o- /O. ))9/(C,.FSf)=204.313ksi = (C,,i72EdI. j / (S,.(K, L,,)2 =1087.892 ksi = 204.313 ksi Since: F >= 2.78F,, =(S /S) i.e. F = F = 55 ksi Reduced F„,„ = 1 - ((1 -Q)/2)•(F /F)Q•F.=52.2ksi M .. = 45481 in-lbs My = 23766 in-lbs M,O, = 40933 in-lbs M 0,, 21389 in-lbs PEx = W EI / (K Lx.)2 = 39010 lbs (Eq C5.2.2-6) PEy = WEI / (K .L)2 = 407109 lbs (Eq C5.2.2-7) ax=(1-(0P/P))=0.857 (Eq C5.2.2-4) a = (1 - (O P /P)) = 0.986 (Eq C5.2.2-5) P „s =17,069 lbs P,o„g= 7,666 lbs Mu = M = 16331 in-lbs (Eq C5.2.2-2) P,_s, = (1.2 D) + (1.4 - P) = 8640 lbs P s, /P = 8640 / 17792 = 0.49 Static Stress = 48% Since: P, /P >= 0.15 Stressl = P, /P +M /((,,M) +M /(¢,M) (Eq C5.2.2-2) = ((7,666 / 17792) + (16331 / 40933) + (1 / 21389)) = 82% Stress2=P,/Po+CxM/( ' a)+CyM/(0,M„a) (EgC5.2.2-1) = (7,666 / 31958) + (0.85 16331 / 40933 0.857)) + (0.85 1 / 21389. 0.986))) = 63% Stress3 Pt / P = 17,069 / 31958 =53% Column Stress = Max(Stressl, Stress2, Stress3, Static) = 82% (Eq C3.1.2.1-1) (Eq 3.1.2.1-4) (Eq 3.1.2.1-10) (Eq C3.1.1-3) M = M,rn„n 3.98 x 2.72 - .089 SECTION PROPERTIES Depth 2.719 in. Width 3.984 in. t 0.089 in. Radius 0.089 in. Area 0.914 in.2 AreaNet 0.727 in.' Ix 2.027 in.' S 1.018 in.' SxN,t 0.871 in.' Ry 1.489 in. I,. 0.805 in.4 S 0.455 in.' RY 0.939 in. J 0.002 in.4 C, 2.711 in.` Jx 2.55 in. Xo -2.124 in. K. 1.5 L. 82 in. K1, 1 L,. 24 in. Kt 0.8 F,. 55 ksi Ft, 65 ksi Q 0.9 G 11300 ksi E 29500 ksi C.. 0.85 C, -1 C, 1 C, 1 Phi, 0.9 Phic 0.85 SEIZMIC � hd, INC MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 • li PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 21 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 BEAM ANALYSIS A (144) Determine allowable bending moment per AISI Check compression flange for local buckling (B2.1) Effective width w = C - 2t - 2r = 1.5 - (2 •0.063) - (2 • 0.09) = 1.19 in. w/t = 1.194 / 0.063 = 18.95 a, = (1.052 / k"2) • (w/t) . (F, / E)la = (1.052 / 2) • 18.952 • (55 / 29500)1/2 = 0.43 a, <= 0.673: Flange is fully effective. Check web for local buckling (B2.3) (,(comp) = F, • (y3 / y2) = 55 * 2.46 / 2.61 = 51.78 ksi f2(tension) = F • (y, lye) = 55 * 2.23 / 2.61 = 46.96 ksi = - (f2 / f1) =-(46.96 / 51.78) = -0.91 Buckling coefficient k = 4 + 2 • (1 - 4)3 + 2 • (1 - W) = 4 + 2(1 --0.91)3+2(1- -0.91) = 21.68 Flat Depth w = yl + y3 = 2.23 + 2.46 = 4.694 w/t = 4.694/0.063 = 74.51 w/t < 200: OK = (1.052 / kv2) • (w/t) • (f, / E)112 = (1.052 / 2) • 74.508 • (51.78 / 29500)1/2 = 0.71 bl=w•(3-`Y) = 5•(3--0.91) = 18.34 b2 = w/2 = 2.35 bl + b2 = 18.34 + 18.34 = 20.69 Web is fully effective Determine effect of cold working on steel yield point (FYA) per section A7.2 Corner cross -sectional area Lc = (II / 2) • (r + t / 2) = (II / 2) • (0.09 + 0.063 / 2) = 0.191 Lf = effective width = 1.194 C = 2 • LC / L f+ 2 • L, = 2 . 0.191 / 1.194 + 2 • L = 0.2422 m = 0.192 • (F, l F ,) - 0.068 = 0.192 • (65 / 55) - 0.068 = 0.1589 B, = 3.69 • (F,/F)-0.819 • (F/F)2- 1.79 = 3.69 • (65 / 55) - 0.819 • (65 / 55)2 - 1.79 = 1.43 Fu/Fy = 65 / 55 = 1 r/t = 0.09 / 0.063 = 1.429 < 1.2 <=7=OK F,, = B,, • F, l (r / t)"' = 1.43 • 55 / (1.429)'^ = 74 F,o-,oP = C•F,+(1-C)•F, = 0.242.74+(1-0.242)•55 = 60 F bosom = F,o- • Y g 1(A - Kg) = 60 • 2.39 / (5.0 - 2.39) = 54 A 5 x 2.75 - .063 Top flange width C = 1.5 in. Bottom width B = 2.75 in. Web depth A = 5.0 in. Beam thickness t = 0.063 in. Radius r = 0.09 in. Fy = 55 Fu = 65 Y1 = 2.23 Y2 = 2.61 Y3 = 2.46 Ycg = 2.39 Ix = 2.89 Sx = 1.11 E = 29500 FBeam F = 360 Beam Length L = 144 .-I PROJECT: Macy's Logistics SEIZMI iFOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA ` '` SHEET#: 22 MATERIAL HANDLING ENGINEERING CALCULATED BY: tchang EST. 1985 , DATE: 10/4/2049 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PN: 20191004 18 BEAM ANALYSIS A (144) Check Allowable Tension Stress for Bottom Flange LJ7ange-bol = B - (2 • r) - (2 • t) = 2.75 - (2.0.09) - (2 • 0.063) = 2.44 = 2 • 0.191 / (2.44 + 2 • 0.191) = 0.135 Cnarram = 2 Le / (Lnaage_ba + 2 Le) F-balram = Cbatlam Frc + (1 - Cbottam) • F, = 0.135 •74 + (1 - 0.135) • 55 = 57.59 F = Fa_,aP = 59.64 ksi Determine Allowable Capacity For Beam Pair (Per Section 5.2 of the RMI, PT II) Check Bending Capacity Mcemer = •M = W•L S2•Rm/8 S2 = LRFD Load Factor = (1.2 • DL + 1.4 • PL + 1.4.0.083 • PL) / PL For DL = 2% of PL: 52 = 1.2.0.02+1.4+1.4.0.083 = 1.54 Rm = 1-((2•F•L)/(6•E•I +3•F•L)) = 1 - ((2 • 360 • 144) / (6 • 29500 • 2.89 + 3 • 360 • 144)) = 0.84 (1)•M = Fa•S = 62.61 in -kip W = (1)•M •8•(#ofBeams) /(L•Rm•52) = (62.61 •8.2)/(144.0.84. 1.54) = 5348 lbs/pair Check Deflection Capacity max = Ass • Rd mar = L / 180 Rd= 1-(4•F•L)/(5•F•L+10•E•I) = 1-(4.360.144)/(5.360.144+10.29500.2.89) = 0.81 4ss = (5 • W•L3)/(384•E•I) L/180 = (5• W•L3•Rd) /(384•E•I•(#ofBeams)) W = (384•E•J •2)/(180.5•L2•Rd) = (384 • 29500 • 2.89 • 2) / (180. 5 • 1442. 0.81) • 1000 = 4312 lbs/pair B C -711 5 x 2.75 - .063 Top flange width C = 1.5 in. Bottom width B = 2.75 in. Web depth A= 5.0in. Beam thickness t = 0.063 in. Radius r = 0.09 in. Fy = 55 Fu = 65 Y1 = 2.23 Y2 = 2.61 Y3 = 2.46 Ycg = 2.39 Ix = 2.89 Sx= 1.11 E = 29500 FBeam F'= 360 Beam Length L = 144 f r �SEIZMIC • MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 23 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004_18 Miatic W/2 / 8 Allowable and Actual Bending Moment at Each Level Mllon, static— allow,static ' ` / 8 M eismic= onn Mllow,seismic—"S' • F6 Level M static M allow,static seismic Mseismic allow,seismic Result 1 27,864 38,808 6,842 38,808 Pass 2 27,864 38,808 7,842 38,808 Pass 3 27,864 38,808 4,242 38,808 Pass 4 27,864 38,808 2,649 38,808 Pass 5 27,864 38,808 2,166 38,808 Pass SEIZMIC` !�� MATERIAL HANDLING, ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: Macy's Logistics International Storage 17000 Southcenter Tukwila, WA 24 tchang 10/4/20N 9 PN: 20191004 18 Beam to Column Analysis: A (144) 1. Shear Strength of Tab Height of the Tab h = 0.6 in. Thickness of the Tab t, = 0.135 in. Fy = 55000 psi C= 1.0 V„ = 0.6 Fy Aµ• C, = 26731bs Psne,= = 4' V„ = 0.9 2673 = 2405 lbs 2. Bearing Strength of Tab Thickness of the column to = 0.09 in. Apb = h • to = 0.05 in. R. = 1.8 Fs• Apb = 5310.361bs Pgea;ng = R� = 0.75 5310.36 = 3982 lbs 3. Moment Strength of Bracket Edge Dist. = 1 in. Tch,, = 0.179 in. 0.127 in.' M, = Se F = 6985 in-lbs Msaengm = C= d= Mstengt = Pap = AISC G2-1 AISC J7 -1 AISI C3.1.1 -1 oM. = 0.9 Mn = 0.9 Sc,ip Fy = 6286.5 in-lbs 2.15 Edge Dist. / 2 = 0.5 in. c d PClip Msb.engb / (c d) = 58371bs Minimum Value of P1 Governs P, = Min(Psbe,,, PBedfmg, PC,ip) = 2405 lbs = (Pi' 6.5) + (Pi • (4.5 / 6.5) 4.5) + (P, • (2.5 / 6.5) • 2.5) + (PI (0.5 / 6.5) 0.5) = 25530 in-lbs r• SEIZMIC MATERIAL HANDLINGENGINEERING EST. 1985 i. TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 25 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 BRACE ANALYSIS A (144) (Panel 5) Analyzed per RMI. AISI 2012 (LRFD) and the 2015 IBC. Section subject to torsional or flexural -torsion buckling (Section C4.1.2) K,. L./1 =1 72/1.095 =65.75 K, L /R1, = 1 .72 / 0.437 = 164.87 KL/RR,„ = 164.87 rr,2+X2)"2 (Eq. C3.1.2.1- 7) = (1.0952 + 0.4372 +-0.8622)1'2 = 1.46 in. = 1 - (Xo/ro)2 (Eq C4.1.2-3) = 1 - (-0.862/1.46)2 = 0.652 F, =172E/(KL/r)„2 (EgC4.1.1-1) = 3.142 29500 / 164.872 =10.711 ksi F2 =(1 /2/3)((6x +O)2- (4)6c c))'I2) (Eq C4.1.2-1) = (1 / (2 0.652)((67.342 + 12.839) - (67.342 + 12.839)2 - (4. 0.652 . 67.342 . 12.839))"2)= 11.943 ksi where: 6a =172E/(KL /1i,)2 (EgC3.1.2-11) = 3.142.29500 / 65.752 = 67.342 ksi 6 =1 /Ar 2(GJ + (172EC) / (K,L)2) (Eq C3.1.2-9) = 1 /0.317 1.462(11300.0 + (3.142 .29500 0.074) / (0.8.72)2) = 12.839 ksi F = Min(F„ F2) =10.711 ksi P=Ae11.-F a,,=(F,,/F)"2=(36/ 10.711)12=1.833 Since k, >= 1.5: F, = (0.877 / k2) F. = 9.393 Thus: P = 29801bs F = 25331bs (Eq C4.1-1) (Eq C4.1-4) (Eq C4.1-3) 2.756 x 1.378 - .06 SECTION PROPERTIES Depth 2.756 in. Width 1.378 in. t 0.06 in. Radius 0.09 in. Area 0.317 in.2 AreaNet 0.317 in.' Ix 0.381 in.' Sx 0.276 in.' SXNct 0.276 in.' Rs 1.095 in. I,. 0.061 in.° S,. 0.06 in.' R, 0.437 in. J o in." C. 0.074 in.` Jx 1.615 in. X0 -0.862 in. Ka 1 L 72 in. K 1 L 72 in. K, 0.8 F,. 36 ksi F,, 42 ksi Q 1 G 11300 ksi E 29500 ksi Cmr 0.85 C -1 Cb I C„ 1 Phi, 0.9 Phic 0.85 SEIZMIC MATERIAL HANDLING, ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 26 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 BRACE ANALYSIS A (144) (Panel 5) Analyzed per RMI, AISI 2012 (LRFD) and the 2015 IBC. Lateral -torsional buckling strength [Resistance] (Section C3.1.2) Pe = Po0 = 97091bs Where: Pa=AeF,=0.317.36=11422lbs M F F F Fe min =M =SF =S F =C rA(6,,(7)J2 / Sf = 49.346 ksi =CA6x(j+C(j2+ 02(o /U„))'n)/(CTFS)=9.388ksi = (C172Ed1,e) / (Sf(K„L,)2 = 33.918 ksi = 9.388 ksi Since: F <= 0.56F, F.=F.=9.388ksi Reduced = 1 - ((1 -Q)/2)•(F./F,)Q F=9.4ksi M . = 2595 in-lbs M = 566 in-lbs M = M n Mx0l, = 2335 in-lbs M,0,, 510 in-lbs PEx=II2EI./(KL)2=21370lbs PE„WEI, / (K, L)2=3397lbs F. = 29801bs VT ns = 1343 lbs LDa�=((L-6)2+(D-2B)2)12=72.39in. V�18� = (VT,p15 L1eS) / D = 2284 lbs Brace Stress = VD18F /P = 90% (Eq C3.1.2.1-1) (Eq 3.1.2.1-4) (Eq 3.1.2.1-10) (Eq C3.1.2.1-3) (Eq C5.2.2-6) (Eq C5.2.2-7) 2.756 x 1.378 - .06 SECTION PROPERTIES Depth 2.756 in. Width 1.378 in. t 0.06 in. Radius 0.09 in. Area 0.317 in.2 AreaNet 0.317 in.' I. 0.381 in.' ST 0.276 in.' S. Net 0.276 in.' Rc 1.095 in. I,. 0.061 in.° S 0.06 in.' R .. 0.437 in. J 0 in.' C. 0.074 in.` Jx 1,615 in. X. -0.862 in. Kx 1 L 72 in, K 1 L 72 in. Kt 0.8 F,, 36 ksi Fu 42 ksi Q 1 G 11300 ksi E 29500 ksi C 0.85 C -1 Cb 1 Cr 1 Phil, 0.9 Phi 0.85 s1 MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 27 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 POST -INSTALLED ANCHOR ANALYSIS PER ACI 318-14, CHAPTER 17 Configuration 1 A (144) Assumed cracked concrete application Anchor Type 1/2" dia, 3.25" heft' 6" min. slab ICC Report Number ESR 1917 1.5 • hef = 4.875 in. Slab Thickness (h) = 6 in. Ca, = 12 useCe,.adi = 4.875 in. Min. Slab Thickness (h) = 6 in. Ce2 = 12 useCzed, = 4.875 in. Concrete Strength (f) = 4000 ksi Diameter (do) = 0.5 in. 3 het = 9.75 in. Nominal Embedment (h_) = 3.625 in. Effective Embedment (h„) = Hef S = 5.63 Use S,.,, = 5.63 in. in. Number of Anchors (n) = 2 S2 = 0 in. Use S2 edj = 0 in. e'N =0 e'V =0 From ICC ESR Report A f S co, Np,or = 0.101 sq.in. =106000 psi = 2.375 in. = 2.375 in. = 7.5 in. = 4915 in. Avc ha1tM 1.5 co s1 1.5caj MEMMI $sesm;0 Adj. Strength Tension Capacity = 3230 lbs 0.75 2423 lbs Shear Capacity = 3571 lbs 0.75 2678 lbs MATERIAL HANDLING ENGINEERING EST. 1985 r TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 28 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 ANCHOR ANALYSIS - TENSION STRENGTH Configuration 1 A (144) Steel Strength 17.4.1 = 0.75 17.3.3.a i 4N3e = 4nASff t = 0.75.2.0.101 106000 = 16,0591bs 17.4.1.2 Concrete Breakout Strength 4Ncbg 17.4.2 = 0.65 17.3.3 c ii Category 1-B AN< = (Ce e� + S, „di + 1.5hrr)' (Cezadi + S2 adI + 1.510 = 149.955 sq.in. ANcu = 9hf = 95.063 sq.in. Check if ANc, >= AN0 ANC/AN,. = 1.577 = 1 17.4.2.4 �ed,N = 1 17.4.2.5 `PC.N = 1 17.4.2.6 K,=17 =1 N,, = K, (f)05(h,,f)1 5 = 6299 lbs 17.4.2.2 d ` cp,N = 1 17.4.2.7 4Ncbg = (ANc/ANco)(` ON)('dN)(PCN)(WcpN)(N b) 17.4.2.1 0.65 • (149.955/95.063) • 1.1 .1.1. 6299 = 6,459 lbs Pullout Strength 4N, 17.4.3 0=0.65 17.3.3 c ii Category 1-B =1 17.4.3.6 ONpn = 411'opNp,,r(f /2500)° 5 = 8,082 lbs 17.4.3.1 Steel Strength (ON„) = 16,059 lbs Embedment Strength - Concrete Breakout Strength (4Ncbg) = 6,459 lbs Embedment Strength - Pullout Strength (4N„„) = 8,082 lbs '�t SEIZMIC . MATERIAL HANDLING ENGINEERING EST. 1985 �' TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 29 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004 18 ANCHOR ANALYSIS - SHEAR STRENGTH Configuration 1 A (144) Steel Strength 0V.. V, 5,495 / Anchor -- per report 17.5.1 = 0.65 17.3.3. Condition a ii 0VS, = On V = 0.65 2 5,495 = 7,144 lbs 17.5.1.2a Concrete Breakout Strength �V17.5.2 = 0.7 17.3.3 ci-B Av. = (1.5C,, + S+ 1.5Ca1)h, = 249.78 sq.in. Av., = 3CO3ha = 216 sq.in. Check if A„.„ >= Av, AVc/AVO, = 1.156 TeC,v = 1 17.5.2.5 Tod V=0.9 17.5.2.6 'Pcv = 1 17.5.2.7 Thy = 1.732 17.5.2.8 d = 0.5 in. 17.5.2.2 L =1in. 17.2.6d =1 The smaller of 7(L, / d,)°2(d,)°5k(f)°5ca115 and 9X (f )05ca1' 5 = 14,948 lbs 17.5.2.2 a, 17.5.2.2 b (1)Vcb, = A JAVCO)(`W,V)(` 1,dV)(Pcv)(Thv)(Vb) 17.5.2.1 0.7 (249.78/216) • 1. 0.9 1 1.732 14,948 = 18,862 lbs Pryout Strength oV=Ps 17.5.3 0= 0.7 17.3.3 Ci-B Ko° = 2 17.5.3.1 Nd,g = 9,937 lbs oVcis = 4KmmN hg = 0.7 2. 9,937 =13,912 lbs Steel Strength (0V„) = 7,144 lbs Embedment Strength - Concrete Breakout Strength (0Vc58) = 18,862 lbs Embedment Strength - Pryout Strength (4Vmm9) =13,912 lbs MATERIAL HANDL NG ENGINERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: PN: Macy's Logistics International Storage 17000 Southcenter Tukwila, WA 30 tchang 10/4/2019 20191004 18 OVERTURNING ANALYSIS Configurationl A (144) Per RMI Sec 2.6.9 and ASCE7-10. Sec 15.5.3.6. Weight of rack with all levels loaded to 67% capacity. & with only top level loaded FULLY LOADED W,, = 15,000 lbs Wd, = 500 lbs W,, • 67% = 15,000.0.67 =10,050 lbs = (1 0.2425 1 ((0.67.10,050) + 500)) = 1,754 lbs M„„ = V,.Ht = 1,754 205 = 359,570 in-lbs M„=((W,„•0.67)+Wd,)•d•Factor = ((15,000 0.67) + 500) • 48.0.5 = 253,200 in-lbs Pup,;,, = 1 (M0„ - Mn)/d = (359,570 - 253,200) / 48 = 2,216 lbs PM„d,�w = 1 • (Mp„ + Ms) / d = (359,570 + 253,200) / 48 = 12,766 lbs TOP SHELF LOADED Shear = 848 lbs Mo„ = VTop - Ht = 848 • (240 + ((48 - 10) / 2)) = 219,632 in-lbs Ms, = (1+ Wd,) . d = (3,000 + 500) • (48.0.5) = 84,000 in-lbs P„,,;,, = 1 (M,„ - Ms,)/d = (219,632 - 84,000) / 48 = 2,825 lbs ANCHORS No. of Anchors (#Anchors): 2 Pull Out Capacity per Anchor (TMoho,): 2,423 lbs Shear Capacity per Anchor: 2,678 lbs COMBINED STRESS Fully Loaded Top Shelf Loaded Seismic UpLift Critical (LC#7B) Side Load Top Shelf = ((2,216 / 2) / 2,423) + ((1,754 / 4) / 2,678) = 0.621 = ((2,825 / 2) / 2,423) + ((848 / 4) / 2,678) = 0.662 = (3,931 / 2) / 2,423 = 0.811 =(0/2)/2,423 =0 w CROSS AISLE ELEVATION R SEIZMIC INC MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 r PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 31 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004_18 Base Plate Analysis: A (144) The base plate will be analyzed with the rectangular stress resulting from the vertical load P, combined with the triangular stresses resulting from the moment Mb (if any). Three criteria are used in determining Mb: 1. Moment capacity of the base plate 2. Moment capacity of the anchor bolts 3. V,0, • h/2 (full fixity) Mb is the smallest value obtained from these three criteria. F = 36000 psi Poo, = 8178 lbs MBns, = 2372.5 in-lbs P/A = Pep,/(D • B) = 8178 (5.12 ' 7.28) = 219 psi fn=Mna„/(D'B2/6)=2372.5/(5.12•7.28"/6)=52.44psi f12=fb•(2•b,/B)=52.44•(2.1.65/7.28)=23.75psi f,,,=fb-f2=52.44-23.75=28.68psi Mb=wb12/2=(b,'/2)•(fa +fb1+0.67'f„) =(1.652/2)•(219+28.68+0.67 23.75) = 359.04 in-lbs SBes, = (B • t2) / 6 = 0.19sq.in. Fang = 0.75 • F, = 27,000 psi fb / Fb = Mb / (SB, , FB„,„) = 359.04 / (0.19 27,000) = 0.07 Base Plate Tension analysis per ACI318-14 17.2.3.4.3 (b), ductile yield of base plate Moment Arne (L) = (S, - b) / 2 = 0.82 in. Knob., = Tfo1a1 / 2 • L =1994.13 in-lbs S = D • t2/6 = 0.055in M a d1e = S • F, = 1,994 in-lbs �M Cep a = 0.9 M„ = 1,795 in-lbs �Mb,s�P,a < Myflcho, , Base plate will yield first. Since the base plate will yield before anchor getting full tension capacity, over -strength factor is not applicable. I V I b 1 b —" bl 8 Plate width B = Plate depth D = Plate thickness t = Column width b = Column depth d = bl = S. = S1, = TT,i = — 1b 2 — 1b1 7.28 in. 5.12 in. 0.39 in. 3.98 in. 2.72 in. 1.65 in. 5.63 in. 0 in. 4,846 lbs. 0.25 in. MATERIAL HANDLINGNGINEERING EST. 1985 �; TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 32 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191 004 18 Equation for Maximum Considered Earthquake Base Rotation Per RMI 2012 Commentary 2.6.4 kc+ kbe Wpihpi( kckbe ) as - the first iteration of the second order amplification term as kbkce ltc+l{be computed using W, from section 2.6.4 of the Commentary (N`+Nb(kckbe) (kb+kee ) Where: W,; = the weight of the ith pallet supported by the storage rack = the elevation of the center of gravity of the ith pallet with respect to the base of the storage rack N,, = the number of loaded levels k0 = the rotational stiffness of the connector k,, = the flexural rotational stiffness of the beam -end kb = the rotational stiffness of the base plate kCe = the flexural rotational stiffness of the base upright -end No = the number of beam -to -upright connections Nh = the number of base plate connections 6EIb 4E1 EI k. = kCe = kb = L H H L = the clear span of the beams H = the clear height of the upright lb = the moment of inertia about the bending axis of each beam 1, = the moment of inertia of each base upright E = the Young's modulus of the beams a,=0.53 Per RMI 2012 7.1.3 Cd (1+as)Mb Co, —the deflection amplification factor per section 2.6.6 b = Me the base moment from analysis kb oh 0.22 # oflevels 5 min. # of bays 3 N, 60 Nb 8 k 360 kip-in/rad k 3551 kip-in/rad kb 249 kip-in/rad kCe 996 kip-in/rad lb 2.89 in° L 144 in I, 2.03 in4 H 240 in E 29500 ksi Level hp; Wr; 1 51 in 3 kip 2 117in 3kip 3 165in 3kip 4 213 in 3 kip 5 280 in 3 kip Per RMI 2012 2.6.6, in unbraced direction, seismic separation for rack structure is 0.05 h,o,,,. Therefore tanom,h 0.5 O,,,ac 2.862 rad °b ok Maximum moment in base plate if one anchor, then 0 OR (# of anchors / 2) * anchor pull out capacity * spacing of anchor(Sx) Mmo,, 13,641 kip -in > M, OK MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Macy's Logistics FOR: International Storage ADDRESS: 17000 Southcenter Tukwila, WA SHEET#: 33 CALCULATED BY: tchang DATE: 10/4/2019 PN: 20191004_18 SLAB AND SOIL ANALYSIS (LRFD) P,„,. = Gravity_Load (see Basic Load Combinations) = 17,070 lbs Base Plate f, = 7.5 (f,)12=474psi Width B 7.283 in. d,req'd = (Pme )($ • 1.72 ((K, r, / e,) • 10° + 3.6) - f,))" 2 = 2.944 in. Depth W 5.118 in. b = (e, • d,req'd' / (12 • (1 - µ2) kV" = 19.9 in. b,req'd = 1.5 b = 30 in. = 1.72[(k, r, / e j 104 + 3.6] f, t2 = 118,172 lbs Frame P = Po = 70,903 lbs Frame depth d 48 in. Pa,/P =0.24 SLAB AND SOIL ANALYSIS (ASD) Concrete = MAX(ASD Load Combo 1, ASD Load Combo 2, ASD Load Combo 3) =12,041 lbs f,=7.5.(f,)12=474psi P„ = 1.72[(k,•r, /e,)• 104 + 3.6] • f,•t2= 118,172 lbs d,req'd = (Pm„,/(41' 1.72 • ((K, - r, / e,) • 104 + 3.6) • f,))" 2 = 2.944 in. b = (e, d,req'd3/(12•(1 -µ2)•ks))14=19.9in. b,req'd = 1.5 b = 30 in. =P„/sz=39,391lbs P,,./P =0.31 Thickness t 6 in. fc 4,000 psi 0.6 S2 3 A, 1 k, 50 r, 3.05 e, 3,604,997 KLAUSBRUCKNET. AND ASSOCIATES f MACY'S LOGISTICS 2495 Truxtun Road. Suite 205 San Diego, CA 92106 17000 Southcenter Pkwy Tukwila, WA CORRECTION High -Piled Combustible Storage Report Rev 1.1 October 14, 2019 Tel: (619) 677-2004 Fax: (619) 677-2444 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 262019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUJKWILA DEC 02 2019 PERMIT CENTER bt9O323 •'• Additional Information Revision k; Comments ; . Da"tez ,; By 1.0 Preliminary research October 14, 2019 MK 1.1 Reviewed report October 14, 2019 EK DISCLAIMER This report is the property of Klausbruckner & Associates, Inc. and was prepared exclusively for use by MACY'S LOGISTICS for the storage & occupancy conditions described in this report. MACY'S LOGISTICS conditions and operations addressed • herein are based on information provided to the report by MACY'S LOGISTICS. Discrepancies between the information presented herein and actual conditions and conditions presented on plans are the sole responsibility of MACY'S LOGISTICS. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by MACY'S LOGISTICS shall be utilized only by MACY'S LOGISTICS for the storage and occupancy conditions and the 2015 International Fire Code conditions and requirements addressed in this report. This report shall not be used as, or in lieu of, construction documents or plans for this project or any other project or for any other purpose or conditions not specifically addressed in this report. Any non -high -piled storage related €,code information provided in this report is for background information only to the high - piled storage report, and should not be considered as a complete report 4it the subject. Discrepancies between the sprinkler system information presented herein and actual conditions and/or conditions presented on plans are the sole responsibility of MACY'S ,LO.GISTICS."Confirmation of compliance with the adopted edition of NFPA 13 and Factory Mutual Datasheets for existing, new and/or tenant improvements to sprinkler systems is outside the scope of this report. • s ram Rev 1.1—MACY'S 17000 Southcenter Pkwy, Tzikwilla, WA Page iii Table of Contents 1. SUMMARY TABLE 1 2. INTRODUCTION 5 3. BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES 6 3.1 BUILDING CONSTRUCTION & DESIGN 6 3.2 OCCUPANCIES 6 4. HIGH -PILED STORAGE REQUIREMENTS 7 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM 8 4.1.1 Rack Storage Area A 8 4.1.2 Rack Storage Areas B, C, D 9 4.1.3 Rack Storage Area E 10 4.1.4 Additional Protection Requirements 11 4.1.5 Other Areas — OUTSIDE THE SCOPE 11 4.2 ALARM/MONITORING 11 4.3 BUILDING ACCESS — DOORS & ROADS 12 4.3.1 Access Roads 12 4.3.2 Access Doors 13 4.4 SMOKE AND HEAT REMOVAL 13 4.4.1 High -Piled Storage Areas A-E 14 4.5 DRAFT CURTAINS 14 4.6 PORTABLE FIRE EXTINGUISHERS 14 4.7 AISLE WIDTHS 15 4.8 HOUSEKEEPING & MAINTENANCE 15 4.9 FLUE SPACES FOR RACK STORAGE 16 4.10 HOSE CONNECTIONS 16 5. MEANS OF EGRESS 17 5.1 STORAGE [S-1 OCCUPANCY] 17 5.2 OTHER AREAS — OUTSIDE THE SCOPE - 17 6. EXPOSURES 18 6.1 OCCUPANCY SEPARATION 18 6.2 SEPARATION OF HIGH -PILED STORAGE AREAS 18 6.2 ALLOWABLE AREA AND SIDEYARDS 18 7. CONCLUSION 19 8. APPENDIX A: ATTACHMENTS 20 Rev 1.1 — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page iii List of Tables Table 1. High -Piled Storage Configurations in Designated Storage Areas 6 Table 2. Occupancy Classification And Associated Areas 6 Table 3. High -Pilled & High -Piled Storage Specifications By Storage Area 7 Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA AND A t A Page 1 1. Summary Table TOPIC "`, ..,< COOE SECTION ;'" CRITERIA/REQUIREMENTS '" Construction Type (Section 3.1 on Page 6) See Architectural Plans Existing Building — No Proposed Changes. Fully Sprinklered, 1-Story Above Grade Approximate Square Footage (Section 3.2 on Page 6) See Architectural Plans Entire Building: 340,000 ft2 Warehouse Total: 183,600 ft2 [S-1, Storage] Storage Area: 183,600 ft2 [S-1, High -Piled Storage] Entire Suite: 183,600 ft2 [S-1 (assumed)] Remainder: Unknown ft2 & Outside the Scope Other Uses: Unknown ft2 & Outside the Scope Adjacent Tenants: Unknown ft2 & Outside the Scope Occupancy (Section 3.2 on Page 6) IBC Sections 302, 311, Table 508.4 (see Attachments for more details) Single Use: S-1 (Storage), unless otherwise specified by the Architect of Record. No occupancy separation required. Storage Commodity (Section 4 on Page 7) IFC Section 3203.1-3203.7 (see Attachments for more details) Class I -IV, Group A Mattresses And Upholstered Furniture, /High Hazard: Cased Goods Protection based on highest hazard commodity. Automatic Sprinkler Protection (Section 4.1 on Page 8) IFC, Sections 202, 315.3.1, 3207.2, 3208.1, 3208.2, 3208.4, Table 3206.2 FM 8-9 Specific Sections Rack Storage Sections 2.3.4.3, Figures 3, 4, 5, 6, 7, 10, 11, 12, 13, 15, Tables 8, 11, 12 and 13, 14 Sprinkler System Upgrades Are Required. (Storage Area Layout per Attachment#1 on page 20) - Rack Storage Area 'A' Sprinkler Protection: Class I -IV, CARTONED AND EXPOSED, EXPANDED GROUP A PLASTICS Commodities • Maximum Storage Height: <_ 28'-0" • Maximum Ceiling Height: < 30'-8" ■ Aisle Widths: >_ 4'-0" • Shelves: Solid Shelves • Multi Row Racks Ceiling Sprinkler Design Required:* • Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers • Minimum density of 20 heads @ 30 psi • In -Rack Sprinklers: 14 in -rack sprinklers (7 on 2 levels) @30 gpm to be balanced with the overhead system with horizontal barriers. Face and Flue Sprinklers In -Rack at every other level. Maximum Horizontal spacing of 10' (i.e. every other flue space) Desgin shall be in accordance with FM 8-9 Figure 10. See Section 4.1.1 for details. • Hose allowance of 500 gpm • Water supply duration of 120 minutes Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required.Sprinkler contractor to confirm sprinklers are installed per FM. Rev 11 — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 1 (see Attachments for more details) Rack Storage Area `8, C, D' Sprinkler Protection: CLASS I -IV, CARTONED AND EXPOSED, EXPANDED GROUP A PLASTICS Commodities • Maximum Storage Height: <_ 28'-0" • Maximum Ceiling Height: < 30'-8" • Aisle Widths: >_ 4'-0" • Shelves: Solid Shelves • Single And Double Row Racks Ceiling Sprinkler Design Required: * • Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers • Minimum density of 20 heads @ 30 psi ■ In -Rack Sprinklers: 14 in -rack sprinklers (7 on 2 levels) @30 gpm to be balanced with the overhead system with no horizontal barriers Flue only In -Rack sprinklers at every level. Maximum Horizontal spacing of 8' (i.e. every flue space). Design shall be in accordance with FM 8-9 Figure 11 for single row racks and Figure 12 for double row racks. See Section 4.1.1 for details. • Hose allowance of 500 gpm • Water supply duration of 120 minutes Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required.Sprinkler contractor to confirm sprinklers are installed per FM. Rack Storage Area `E' Sprinkler Protection: CLASS I -IV & Cartoned Unexpanded Group A Plastics • Maximum Storage Height: <_ 28'-0" • Maximum Ceiling Height: < 30'-8" • Aisle Widths: >_ 4'-0" • Shelves: > 50% Open (Mesh) • Single Row Racks Treated as Double Row Racks Ceiling Sprinkler Design Required:* • Standard or Quick Response, listed for storage ordinary (160°f) temperature, pendent sprinklers • Minimum density of 20 heads @ 7 psi ■ In -Rack Sprinklers: 8 in -rack sprinklers (8 on 1 levels) @30 gpm to be balanced with the overhead system. Face and flue in -rack sprinklers in -rack sprinklers at every level at the 20 ft elevation. Maximum Horizontal spacing of 8' (i.e. every flue space). Desgin shall be in accordance with FM 8-9 Figure 13. See Section 4.1.1 for details. • Hose allowance of 500 gpm • Water supply duration of 120 minutes Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required.Sprinkler contractor to confirm sprinklers are installed per FM. Other Areas Not Within the Scope Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 2 Smoke and Heat Removal (Section 4.4 on Page 13) IFC Table 3206.2 Footnote j & Section 910.2, 910.3, 910.5 • Smoke and heat removal is required as storage of High Hazard/Group A Plastics is more than 2,500 square feet, based on AvR = V/9000 Where: V = Volume of the Storage Area = 30 ft 8 in x 183,600 ft2 = 5,630,400 ft3 A = Required Aggregate Vent Area = 5,630,400 ft3/ 9,000 = 626 ft • 20 smoke and heat vents [4' x 8'] are required. • There are currently zero existing smoke and heat vents and min. 20 skylights within the warehouse area. PLEASE SEE SEPARATE APPEAL OF SMOKE AND HEAT (see Attachments for more details) VENT REQUIREMENTS BY INSURANCE UNDERWRITER. See Section 4.4 of this report for additional details on Smoke and Heat Vents. Flue Spaces IFC Section RACKS `A,B,C,D' (In -Rack Sprinklers At Every Tier) Single Row Racks: Transverse — Not required (Section 4.9 on Page 16) 3208.3, Table 3208.3 Longitudinal — Not required Double Row Transverse — Not required Racks: Longitudinal — Not required** Multi Row Racks: Transverse — Not required Longitudinal — Not required RACKS `E': Single Row Racks (In -Rack Sprinklers Not At Every Tier) Treated as Double Transverse — 3-inches required Row Racks*: Longitudinal — 6-inches required Vertically aligned IFC Table 3208.3 * Random variations are allowed, provided that the configuration sub -note (b) does not obstruct water penetration. ** Longitudinal flue spaces are not required in double -row racks; however, if they are provided, maintain a minimum net width of 3 in throughout the vertical height of the rack. Longitudinal flue spaces are not required (1) for the storage tier located directly above in -rack sprinklers, or (2) when in -rack sprinklers are provided at every tier level. (see Attachments See Section 4.9 of this report for additional details on flue spaces for more details) and required flue space protection devices. Building Access IFC Table 3206.2, Access Roads: Road & Doors Sections 503.1.1, • Access roads required by IFC Section 503 (Section 4.3 on 503.2-8, 3206.6 • Access roads are existing and have been approved as part of Page 12) the shell building plans. Access Doors: • Access doors are required by Chapter 32 for high piled storage of Group A/High Hazard Commodities of more than 2,500 ft2 • One access door required per each 100 lineal feet of exterior walls if exterior wall faces an access road is required. Rev 11 — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 3 I (see Attachments for more details) • Two (2) access doors exist along the East and two (2) access doors exist along the South of the warehouse. • Final location and number of access doors is pending fire department approval. See Section 4.3 of this report for additional details on access doors. Aisle Width (Section 4.7 on Page 15) IFC 3206.9 IFC 3206.9.3 (see Attachments for more details) • Aisles of at least 44" are required in sprinklered buildings with high -piled storage exceeding 500 square feet • Cross aisles used only for employee access between aisles shall be a minimum of 24" wide • MACY'S LOGISTICS agrees to maintain a minimum of 4 ft aisle widths within the rack storage area in order to comply with the sprinkler requirements stated in Section 4.1 of this report. • Dead-end aisles shall not exceed 50 ft in length NOTE: Any floor/palletized storage cannot obstruct the minimum width of the aisles. See Section 4.7 of this report for additional details on aisle widths. Fire Extinguishers (Section 4.6 on Page 14) IFC Section 3206.10, 906 and Tables 906.1, 906.3 (1) & (2), 906.9 (see Attachments for more details) High -piled Storage Areas: 4-A:20-B:C ; • Maximum travel distance 75 ft*; • Maximum area per extinguisher 4,000 ft2 * If no flammable liquids are stored, otherwise travel distance s 50 Feet See Section 4.6 of this report for additional details on fire extinguishers. Hazardous Materials N/A N/A. Not part of the scope of this report Allowable Area IBC Table 503 (see Attachments for more details) Not within the scope of this report. Existing building. No proposed changes to type of construction, building square footage or occupancy unless otherwise specified by the Architect of Record. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 4 2. Introduction The following is a high -piled combustible storage code compliance report for MACY'S LOGISTICS, located at 17000 Southcenter Parkway in the city of Tukwila, WA. This report is intended to help both the owners and the fire department in expediting plan review and effectively determine the requirements necessary to meet the Fire Code. This report is based on the 2015 Editions of the International Fire Code and the International Building Code, 2016 Edition of NFPA 13, and the 2018 Edition of FM Datasheet 8-9. Rev 11 — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 5J 3. Building Construction, Design, and Occupancies 3.1 Building Construction & Design MACY'S LOGISTICS will occupy a suite of approximately 183,600 ft2. No expansion or modification to the building is planned at this time unless otherwise specified by the Architect of Record. (Attachment #1) 3.2 Occupancies The facility will be used for warehousing. High piled storage in single, double and multiple row racks with solid shelves and aisles of at least of 4'-0" is planned in the rack storage area. Also, high piled storage in single row racks with open shelves and aisles of at least of 4'-0" is planned in the same rack storage area. High -piled storage is planned in the designated storage areas as follows: Table 1. High -Piled Storage Configurations in Designated Storage Areas STORAGE AREA A STORAGE CONFIGURATION„ Rack: Multi Row Racks OPEN1CLOSED SHELVES Closed AISLE WIDTH [FT -IN] 4'-0" B, C, D E Rack: Single And Double Row Racks Rack: (Single Treated as) Double Row Racks Closed Open 4'-0" 4'-0" MACY'S LOGISTICS will be classified overall as S-1 occupancy, unless otherwise specified by the Architect of Record. (Attachment #2) Table 2. Occupancy Classification And Associated Areas = USE - OCCUPANCY APPROXIMATE, -AREA SQ. FT. Warehouse Area S-1 183,600 High -Piled Storage Area S-1 183,600 Total Suite S-1 183,600 Other Uses Unknown Unknown Adjacent Tenants Unknown Unknown Total Building S-1 340,000 Rev 11— MACY'S 17000 Southeenter Pkwy, Tukwilla, WA Page 6 4. High -Piled Storage Requirements The highest hazard commodities for the Rack Storage Area A are classified as expanded, cartoned and exposed Group A/High Hazard commodities on conventional pallets and solid shelving in multi row racks. The highest hazard commodities for the Rack Storage Areas B, C, D' are classified as expanded, cartoned and exposed Group A/High Hazard commodities on conventional pallets and solid shelving in single and double row racks. The highest hazard commodities for the Rack Storage Area E are classified as Class I -IV commodities on conventional pallets and open shelving in single row racks treated as double row racks (based on 76" rack depth). The following commodity classification per IFC Section 3203.2 through 3203.7.1 is designated as Class I -IV and Group A/High Hazard: (Attachment #3) Table 3. High -Piled & High -Piled Storage Specifications By Storage Area Products (Attachment #4) Method of Storage Storage Height Open Shelving Pallet Type Cartoned Encap- sulated Commodity Class* Mattresses And Upholstered Furniture Multi Row Racks < 28 0" No (Solid) Convent ional No Yes GROUP A/HIGH HAZARD, EXPANDED Mattresses And Upholstered Furniture, Cased Goods Single & Double Row Rack <_ 28'-OE No (Solid) Convent ional Yes/No Yes GROUP A/HIGH HAZARD, EXPANDED Cased Goods (Single as) Double Row Rack <_ 28'-0" Yes Convent ional Yes/No Yes CLASS IV *Based on the highest hazard commodity. Rack Storage: Per IFC Section 3204.1, a high -piled combustible storage area shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. Therefore, the highest commodity class stored within the high -piled storage/rack storage area is exposed expanded Group A/High Hazard. (Attachments #4 and #5) Based on Table 3206.2, the following fire protection requirements will be provided by MACY'S LOGISTICS to meet the requirements of IFC Chapter 32, NFPA 13, and FM Datasheet 8-9 for the entire storage area (Attachment #6). Rev I — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 7 4.1 Automatic Fire Sprinkler System The following requirements are based on FM Datasheet 8-9 (2018 Edition): 4.1.1 Rack Storage Area A (Attachments #6) Type of Storage: Type of Shelving: Commodity Stored: Flue Spaces for Standard Racks: Aisle Widths: Storage Height: Ceiling Height: Ceiling Sprinkler: In -Rack Sprinklers: rack sprinklers Horizontal Barriers: specifications Multi Row Racks Solid Shelves EXPOSED EXPANDED GROUP A PLASTICS Multi Row Racks (in -rack sprinklers at every tier): Transverse not required. Longitudinal not required (per IFC Table 3208.3) >_ 4'-0" s 28'-0" <_ 30'-8" Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers. Minimum density of 20 heads @ 30 psi. Hose allowance of 500 gpm. Water supply duration of 120 minutes Face and Flue In -rack sprinklers at every level. 14 in- (7 on 2 levels) @30 gpm, to be balanced with the overhead system.. Maximum horizontal spacing of 10' (i.e. every other Flue). Design shall be in accordance with FM Datasheet 8-9, Figure 10. Use in -rack sprinklers listed as quick -response when installing K14.0 or smaller sprinklers. In -rack sprinklers with larger K-factor values can be either quick -response or standard -response. Use a minimum K8.0 for in -rack sprinkler design flows greater than 30 gpm. In -Rack Sprinkler Type: Use nominally rated 160°F FM Approved in -rack sprinklers for all in -rack sprinkler installations. Required per FM Datasheet 8-9 or applicable Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required. Sprinkler contractor to confirm sprinklers are installed per FM Datasheet 8-9 and FM Datasheet 2-0 Rev 11 — MACY'S 17000 Southcenter Plnvy, Tulavilla, WA IA t Page 8 4.1.2 Rack Storage Areas B, C, D (Attachments #6) Type of Storage: Single And Double Row Racks Type of Shelving: Solid Shelves Commodity Stored: EXPOSED EXPANDED GROUP A PLASTICS Flue Spaces for Standard Racks: Transverse not required. Longitudinal not required (per IFC Table 3208.3) Aisle Widths: >_ 4'-0" Storage Height: <_ 28'-0" Ceiling Height: <_ 30'-8" Ceiling Sprinkler: Standard or Quick Response, listed for storage ordinary (160°l) temperature, upright or pendent sprinklers. Minimum density of 20 heads @ 30 psi. Hose allowance of 500 gpm. Water supply duration of 120 minutes In -Rack Sprinklers: Flue only In -rack sprinklers at every level. 14 in -rack sprinklers (7 on 2 levels) @30 gpm, to be balanced with the overhead system.. Maximum horizontal spacing of 8' (i.e. every Flue). Design shall be in accordance with FM Datasheet 8-9, Figure 11 for Single Row Rack and Figure 12 for Double Row Racks. Use in -rack sprinklers listed as quick -response when installing K14.0 or smaller sprinklers. In -rack sprinklers with larger K-factor values can be either quick -response or standard -response. Use a minimum K8.0 for in - rack sprinkler design flows greater than 30 gpm. In - Rack Sprinkler Type: Use nominally rated 160°F FM Approved in -rack sprinklers for all in -rack sprinkler installations. Horizontal Barriers: Not required for this option Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required. Sprinkler contractor to confirm sprinklers are installed per FM Datasheet 8-9 and FM Datasheet 2-0. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 9 4.1.3 Rack Storage Area E (Attachments #6) Type of Storage: Single Row Racks Treated as Double Row Racks Type of Shelving: > 50% Open (Mesh) Commodity Stored: CLASS I -IV & Cartoned Unexpanded Group A Plastics Flue Spaces for Standard Racks: Single Row Racks* treated as Double Row Racks (76" rack depth): 3" Transverse. Longitudinal not required. Flue spaces must be vertically aligned (per IFC Table 3208.3) * Random variations are allowed, provided that the configuration does not obstruct water penetration Aisle Widths: >_ 4'-0" Storage Height: <_ 28'-0" Ceiling Height: <_ 30'-8" Ceiling Sprinkler: Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers. Minimum density of 20 heads @ 7 psi. Hose allowance of 500 gpm. Water supply duration of 120 minutes In -Rack Sprinklers: One level of in -racks (face and flue) at the 20 ft level vertically. 8 in -rack sprinklers (8 on 1 level) @30 gpm, to be balanced with the overhead system. Maximum horizontal spacing of 8' (i.e. every Flue). Design shall be in accordance with FM Datasheet 8-9, Figure 13. Use in -rack sprinklers listed as quick -response when installing K14.0 or smaller sprinklers. In -rack sprinklers with larger K-factor values can be either quick -response or standard -response. Use a minimum K8.0 for in -rack sprinkler design flows greater than 30 gpm. In -Rack Sprinkler Type: Use nominally rated 160°F FM Approved in -rack sprinklers for all in -rack sprinkler installations. Horizontal Barriers: None Required Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required. Sprinkler contractor to confirm sprinklers are installed per FM Datasheet 8-9 and FM Datasheet 2-0. Rev 11 — MACY'S 17000 Southcenter Pkwy, Tuhwilla, WA ri [e'_..7,7 r<tzcx=1ra Page 10 Note: Discrepancies between the sprinkler system information presented herein and actual conditions and/or conditions presented on plans are the sole responsibility of MACY'S LOGISTICS. Confirmation of compliance with the adopted edition of FM Datatsheet 8-9 (FM Datatsheet 2-0) for existing, new and/or tenant improvements to sprinkler system is outside the scope of this report. Sprinkler contractor to confirm existing and proposed sprinkler system design specifications and installation requirements per FM Datatsheet 8-9 (FM Datatsheet 2-0). 4.1.4 Additional Protection Requirements 4.1.4.1 Extent of Protection Per IFC 3206.2 and NFPA-13 Section 12.3 (Attachment #7), the extent and type of protection (including automatic sprinkler design densities) shall extend the lesser of 15 feet beyond the high -piled storage area or to a permanent partition. 4.1.4.2 Protection of Steel Columns Per IFC 3208.4 and NFPA-13 Section 17.1.4.1 and Table 17.1.4.1(Attachment #7), where fireproofing of building columns located wholly or partially within the rack footprint (inclusive of flue space or within 12 inches of the footprint) is not provided and storage heights are in excess of 15 ft, protection of building columns within the rack structure shall be provided by the installation of in -rack sprinklers. 4.1.4.3 Fixed Obstruction Per NFPA-13 Sections 8.5.5.3.1 (Attachment #7), fire sprinklers are not required under fixed obstruction or open grate flowing unless their width is in excess of 4 ft. 4.1.4.4 Ceiling Slope Per NFPA-13 Section 12.1.2 (Attachment #7), the sprinkler system criteria specified are intended to apply to buildings with ceiling slopes not exceeding 2 in 12 (16.7 percent). 4.1.4.5 Open Top Containers Per NFPA-13 Sections 17.1.6 (Attachment #7), CMDA protection shall not apply to open - top containers. However, per NFPA-13 Section C.12 fire tests have shown that the issue of open -top containers used in rack storage only occurred in the upper storage tiers increasing sprinkler operation and fire spread in the main array. 4.1.5 Other Areas - OUTSIDE THE SCOPE Unknown and outside the scope of this report. 4.2 Alarm/Monitoring Per IFC 903.4, all valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures, and water -flow switches on all sprinkler systems (if serving > 6 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Alarm, supervisory and trouble signals shall be distinctly Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA tVP fA*3:R0x, ATEA Page 11 I different and shall be automatically transmitted to an approved supervising station or, when approved by the fire code official, shall sound an audible signal at a constantly attended location. One exterior approved audible device, located on the exterior of the building in an approved location, shall be connected to each automatic sprinkler system. Such sprinkler water -flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Where a building fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Visible alarm notification appliances shall not be required except when required by Section 907. (Attachment #8) 4.3 Building Access - Doors & Roads Per IFC 3206.6 (Attachment #9), where building access is required, fire apparatus access roads shall be provided within 150 feet of all portions of the exterior walls of buildings used for high -piled storage. Per IFC Table 3206.6, building access is required for high -piled storage areas of High Hazard/Group A Plastics greater than 2,500 ft2. (Attachment #9) 4.3.1 Access Roads Per IFC 503.1.1 (Attachment #9), approved fire apparatus access roads shall be provided within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. Per IFC 503.2, fire apparatus access roads shall have an unobstructed width of not Tess than 20 feet, exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches. The fire code official shall have the authority to require or permit modifications to the required access widths where they are inadequate for fire or rescue operations, or where necessary to meet the public safety objectives of the jurisdiction. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. The required turning radius of a fire apparatus access road shall be determined by the fire code official. Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved area for turning around fire apparatus. The grade of the fire apparatus access road shall be within the limits established by the fire code official based on the fire department's apparatus. The angle of approach and departure for fire apparatus access roads shall be within the limits established by the fire code official based on the fire department's apparatus. (Attachment #9) Access roads are existing and have been previously approved as part of the shell building. Rev 11 — MACY'S 17000 Southcenler Pkwy, Tukwilla, WA Page 12 4.3.2 Access Doors Per IFC 3206.6.1 (Attachment #9), access doors shall be accessible without the use of a ladder. A minimum of one access door shall be provided in each 100 lineal feet, or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet. EXCEPTION: The linear distance between adjacent access doors is allowed to exceed 100 feet in existing buildings where no changes in occupancy is proposed. The number and distribution of access doors in existing buildings shall be approved. Per IFC 3206.6.1.2 and IFC 3206.6.1.3 (Attachment#9), access doors shall not be less than 3 feet in width and 6 feet 8 inches in height. Roll -up doors shall not be used unless approved. Only approved locking devices shall be used. Two (2) access doors exist along the East and two (2) access doors exist along the South of the warehouse - where exterior walls face an access road. Final location and number of access doors is pending fire department approval. (Attachment #9) 4.4 Smoke and Heat Removal Based on IFC Table 3206.2, smoke and heat removal is required in sprinkfered high -pile storage areas of High Hazard/Group A Plastics commodities and more than 2,500 ft2 (Attachment #10) Per IFC 910.3 (Attachment #10) smoke and heat vents shall be design, installed and maintained in accordance with the following: o Listing and labeling. Smoke and heat vents are required to be listed and labeled to indicate their compliance with UL 793, FM 4430 or ICC ES AC 331. o Smoke and heat vent locations. Smoke and heat vents shall be located 20 feet or more from adjacent lot lines and fire walls and 10 feet or more from fire barriers. Vents shall be uniformly located within the roof in the areas of the building where the vents are required to be installed by Section 910.2, with consideration given to roof pitch, sprinkler location and structural members. o Smoke and heat vent area. The required aggregate area of smoke and heat vents in buildings equipped throughout with an automatic sprinkler system shall be calculated as follows, see Section 4.4.1. o Maintenance. Smoke and heat vents shall be maintained in an operative condition in accordance with NFPA 204 and Section 910.5.1.1. Fusible links for smoke and heat vents shall be replaced whenever fused, damaged or painted. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 13 4.4.1 High -Piled Storage Areas A-E The aggregate area of smoke and heat vents in buildings equipped throughout with an automatic sprinkler system shall be calculated as follows: (Attachment #10) Where: AvR = V/9000 V = Volume of the Storage Area = 30 ft 8 in x 183,600 ft2 = 5,630,400 ft3 A = Required Aggregate Vent Area = 5,630,400 ft3/ 9,000 = 626 ft2 Based on IFC 910.3.3, twenty smoke and heat vents [typ. 4' x 8'] are required. There are currently no existing smoke and heat vents and min 20 skylights within the storage area. PLEASE SEE SEPARATE APPEAL OF SMOKE AND HEAT VENT REQUIREMENTS BY INSURANCE UNDERWRITER. 4.5 Draft Curtains Draft curtains are no longer required per the International Fire Code for storage areas equipped with an approved fire sprinkler system. 4.6 Portable Fire Extinguishers Per IFC 906 and 3206.10 (Attachment #11), portable fire extinguishers shall be installed in the following locations: • In existing Group B and S-1 occupancies • Where required by the sections indicated in Table 906.1. Per IFC Table 906.3(1) & 906.3(2) (Attachment #11), the following is the proposed fire extinguisher type and layout: Storage Areas: 4-A:20-B:C @ Travel Distance <_ 75* Feet * If no flammable/combustible liquids are stored, otherwise travel distance <_ 50 Feet MACY'S LOGISTICS agrees to comply with the requirements for fire extinguishers. One extinguisher may provide coverage to a maximum of 4,000 ft2. Fire extinguisher types and locations will be provided by MACY'S LOGISTICS or fire extinguisher vendor and approved by the fire department. Portable fire 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 indicated the need for placement away from normal paths of travel. Portable 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 location of extunguishers. Rev 11 — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 14 4.7 Aisle Widths Per IFC 3206.9 (Attachment #12), aisles in sprinklered buildings not accessible to the public with high -piled storage areas exceeding 500 ft2 shall comply with the following: • Aisles shall be a minimum of 44 inches * • Cross aisles used only for employee access between aisles shall be a minimum of 24 inches in width • MACY'S LOGISTICS agrees to maintain a minimum of 4'-0"aisle widths within the rack storage area in order to comply with the sprinkler requirements stated in Section 4.1 of this report. • Required aisles widths shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6'-8" above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. • Dead end aisles shall not exceed 50 feet MACY'S LOGISTICS agrees to meet the above requirements for aisle widths and dead ends. Additionally, MACY'S LOGISTICS agrees to arrange their floor/palletized storage (if any), such that it does not obstruct the minimum required width of the aisles. 4.8 Housekeeping & Maintenance Per IFC 901.6 and IFC 3205 (Attachment #13), the following are general maintenance and safety requirements: • Rack Structures. The structural integrity of racks shall be maintained • Smoking. Smoking shall be prohibited. Approved "NO SMOKING" signs shall be conspicuously posted. • Ignition sources. Clearance from ignition sources shall be provided. • Aisle Maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste materials and debris. Fire department access doors, aisles and exit doors shall be unobstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches of the required aisle width shall be maintained in 48 inch or smaller aisles, and a minimum unobstructed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches. During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches shall be maintained. • Flue Spaces. Flue spaces shall be maintained for rack storage (Rack E only). (Attachment #14). • Fire Protection Systems. Fire protection systems shall be maintained in an operative condition at all times and shall be replaced or repaired where defective. Per IFC 901.6 (Attachment #13), non -required fire protection systems (i.e. extinguishing systems, smoke and heat vents, etc.) shall be inspected, tested and maintained or removed. Rev 11 — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 15 4.9 Flue Spaces for Rack Storage Per IFC 3208.3 and Table 3208.3 (Attachment #14), flue spaces shall be maintained for rack storage. Where required by the fire code official, required flue spaces in rack storage shall be equipped with approved devices to protect the required flue space. Such devices shall not be moved or modified. Racks A, B, C, D Per IFC Table 3208.3, flue spaces are not required when in -racks are provided at every level. Racks E Double Row Racks*: Transverse — 3-inches & Longitudinal — 6-inches Vertically aligned * Transverse Flue Spaces: Random variations (in flue space size) are not allowed, for storage heights >25'. 4.10 Hose Connections Per IFC 3206.8, hose connections are not required unless exit passageways are required by the International Building Code for egress within the high piled storage areas. In this case a Class I standpipe system shall not be provided in accordance with IFC Section 905. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA A,V.,a 37r: csx.z PM i-,,.'a Page 16 5. Means of Egress A complete exit analysis is outside the scope of this report and, when required, will be provided by the Architect of Record. The following general egress requirements apply to the proposed sprinklered occupancies. (Attachment #15) 5.1 Storage ES-1 Occupancy] • Per IBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. • Per IBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have a maximum occupant Toad of 29 and the common path of egress travel shall not exceed 100 feet. Per IBC Table 1017.2 and IFC Table 3206.2 Footnote j', exit access travel distance shall not exceed 250 feet, where ESFR sprinkler systems are installed and Smoke and Heat Removal is not required (or not installed). o Per IBC 1017.2.2, exit access travel distance can be increased to 400 feet when the portion of the building classified as Group S-1 is limited to one story in height, the minimum height from the finished floor to the bottom of the ceiling or roof slab or deck is 24 feet and the building is equipped throughout with an approved automatic sprinkler system. NOTE: If ESFR sprinkler systems are installed and Smoke and Heat Removal is not provided, then the exit access travel distance cannot be increased to 400 feet. • Per IBC 1020.4, Exception 2, dead ends through common path of egress shall not exceed 50 feet. 5.2 Other Areas — Outside the Scope Unknown and outside the scope of this report. See architectural plans. MACY'S LOGISTICS agrees to meet the above requirements for travel distance. Rev 11— MACY'S 17000 Southcenter Pkwy, 7ukwilla, WA Page 17 6. Exposures 6.1 Occupancy Separation MACY'S LOGISTICS is classified as an S-1 occupancy, unless otherwise specified by the Architect of Record. Occupancy separation is not required. Based on IBC Table 508.4, there are no requirements for mixed occupancy fire barrier walls. However there are no occupancy separation requirements between B, F-1 and S-1 Occupancies, should any B and/or F-1 exist within the facility. (Attachment #16) Separation of High -Piled Storage Areas Per IFC 3206.3.2.1 (Attachment #17), the aggregate of all high -piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hour fire barrier walls constructed in accordance with the International Building Code. Openings in such walls shall be protected by opening protective assemblies having a 1-hour fire protection rating. One hour fire separation is required between MACY'S LOGISTICS and any adjacent tenant spaces. 6.2 Allowable Area and Sideyards The building is existing. No proposed changes to type of construction, building square footage or occupancy unless otherwise specified by the Architect of Record. Rev 11— MACY'S 17000 Southcenter Pkwy, 7ukivilla, WA Page 18 7. Conclusion It is the opinion of Klauusbruckner & Associates that the above will meet the requirements, and/or intent of the 2015 Edition of the International Fire Code, the 2015 Edition of the International Building Code, the 2018 Edition of Factory Mutual Datasheet 8-9, and the 2016 Edition of NFPA 13 Standardfor the Installation of Sprinkler Systems, for the, type of occupancy and storage. By way of my signature, MACY'S LOGISTICS agrees to meet the storage conditions required and specified in this report. l°71 /7 MACY'S LCSGISTICS Repreeentative - Sign Name Date MACY'S LOGISTICS Representative _ Print Name Rev 11-- MACY'S 17000 Soulheenler Pkwsy, Tukivilla, 1J Page 19] 8. Appendix A: Attachments Attachment #1: CONSTRUCTION AND BUILDING DESIGN, AREA OF WORK Attachment #2: OCCUPANCIES Attachment #3: COMMODITY CLASSIFICATION Attachment #4: DESIGNATION OF HIGH PILED STORAGE Attachment #5: GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS Attachment #6: AUTOMATIC FIRE SPRINKLER SYSTEM - RACK STORAGE AREA #1 Attachment #7: ADDITIONAL PROTECTION REQUIREMENTS Attachment #8: ALARM/MONITORING Attachment #9: BUILDING ACCESS — DOORS & ROADS Attachment #10: SMOKE AND HEAT REMOVAL Attachment #11: PORTABLE FIRE EXTINGUISHERS Attachment #12: AISLE WIDTHS Attachment #13: HOUSEKEEPING & MAINTENANCE Attachment #14: FLUE SPACES FOR RACK STORAGE Attachment #15: MEANS OF EGRESS Attachment #16: OCCUPANCY SEPARATION Attachment #17: SEPARATION OF HIGH -PILED STORAGE AREAS Rev 11— AMACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 20 ATTACHMENT # 1 BUILDING CONSTRUCTION & DESIGN OZOV6L8Z• s.35VHdaav 6o464e S REVISIONS a ,.,�, mcaa _ CJ (J- ..:».., m»..�......,::�.��-,,,W_. NMOH$Hv z S -- '...1 CO. „„ z a� ius /n�(( rr L. 7 V `SO Y __-- `; ' c ON EJIMyda Zgf73dA1aatla3SIA3tl L49 S35VHd 03SIA32 - S S.A.. 9q6 s3svHd of o35in3tl :63i/3Z/B '60/903 _ .6bi.bi/R b £ - soo� CI N E on `cotanss _ ___ -__.. ... _ nt...1a..- 1 S10IL11053.110.S .scc, xax�u zesm.:r :. 1 NOOiVNN3iN� (w [( ` /dry 8 e� Ip1 S�l1S[J� 1 S.A3V 1N3W3aV9d38 V0Vk Z'NOtldO • zr w J w SCALE III C) U - ci o 0'.� a)u--00i N uw(0o)Eo) U >�0I z M a) LLl U) F— N ' 1! >o ER 0 (o 0 :. 0 a) W ATTACHMENT #2 OCCUPANCIES CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION User note: Code change proposals to sections preceded by the designation [F] will be considered by the International Fire Code Development Committee during the 2016 (Group B) Code Development Cycle. See explanation on page iv. SECTION 301 GENERAL 301.1 Scope. The provisions of this chapter shall control the classification of all buildings and structures as to use and occupancy. SECTION 302 CLASSIFICATION 342.1 General. Structures or portions of structures shall be classified•'with respect to -occupancy. in one or more of the groups listed in this secti n A room or space that is intended to"be occupied at different tinies foidiiferent purposes shall'"' comply with mall of ;the requirements that are applicable to each of;the:-purposes for which'the,room. or space` will be occupied. Structures:withmultiple occupancies or uses shall coiiiply with Section 508. Where a structure is proposed for a purpose that is not specifically.provided for iii this code, such structure shall be classified in the :group. or the occupancy most nearly resemiiles,,according to the fJre`safety and rein- tive-hazard involved._ 1. Assembly (see Section 303): Groups A-1, A-2, A-3, A-4 and A-5. 2. Business (see Section 304): Group B. 3. Educational (see Section 305): Group E. 4. Factory and Industrial (see Section 306): Groups F-1 and F-2. 5. High Hazard (see Section 307): Groups H-1, H-2, H-3, H-4 and H-5. 6. Institutional (see Section 308): Groups 1-1, 1-2, 1-3 and 1-4. 7. Mercantile (see Section 309): Group M. 8. Residential (see Section 310): Groups R-1, R-2, R-3 and R-4. 9. Storage (see Section 311): Groups S-1 and S-2. 10. Utility and Miscellaneous (see Section 312): Group U. SECTION 303 ASSEMBLY GROUP A 303.1 Assembly Group A. Assembly Group A occupancy includes, among others, the use of a building or structure, or a portion thereof, for the gathering of persons for purposes such as civic, social or religious functions; recreation, food or drink consumption or awaiting transportation. 303.1.1 Small buildings and tenant spaces. A building or tenant space used for assembly purposes with an occupant load of less than 50 persons shall be classified as a Group B occupancy. 303.1.2 Small assembly spaces. The following rooms and spaces shall not be classified as Assembly occupancies: 1. A room or space used for assembly purposes with an occupant load of less than 50 persons and accessory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 2. A room or space used for assembly purposes that is less than 750 square feet (70 m2) in area and acces- sory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 303.1.3 Associated with Group E occupancies. A room or space used for assembly purposes that is associated with a Group E occupancy is not considered a separate occu- pancy. 303.1.4 Accessory to places of religious worship. Accessory religious educational rooms and religious audi- toriums with occupant loads of less than 100 per room or space are not considered separate occupancies. 303.2 Assembly Group A-1. Group A-1 occupancy includes assembly uses, usually with fixed seating, intended for the production and viewing of the performing arts or motion pic- tures including, but not limited to: Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters 303.3 Assembly Group A-2. Group A-2 occupancy includes assembly uses intended for food and/or drink consumption including, but not limited to: Banquet halls Casinos (gaming areas) Nightclubs Restaurants, cafeterias and similar dining facilities (including associated commercial kitchens) Taverns and bars 303.4 Assembly Group A-3. Group A-3 occupancy includes assembly uses intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A including, but not limited to: Amusement arcades Art galleries Bowling alleys Community halls 2015 INTERNATIONAL BUILDING CODE® 41 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21. 2014 6:46:18 PM pursuant to Liccnsc Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL! USE AND OCCUPANCY CLASSIFICATION 1 i 1 310.3 Residential Group R-1. Residential Group R-1 occu- pancies containing sleeping units where the occupants are primarily transient in nature, including: Boarding houses (transient) with more than 10 occupants Congregate living facilities (transient) with more than 10 occupants Hotels (transient) Motels (transient) 310.4 Residential Group R-2. Residential Group R-2 occu- pancies containing sleeping units or more than two dwelling units where the occupants are primarily permanent in nature, including: Apartment houses Boarding houses (nontransient) with more than 16 occupants Congregate living facilities (nontransient) with more than 16 occupants Convents Dormitories Fraternities and sororities Hotels (nontransient) Live/work units Monasteries Motels (nontransient) Vacation timeshare properties 310.5 Residential Group R-3. Residential Group R-3 occu- pancies where the occupants are primarily permanent in nature and not classified as Group R-1, R-2, R-4 or I, includ- ing: Buildings that do not contain more than two dwelling units Boarding houses (nontransient) with 16 or fewer occupants Boarding houses (transient) with 10 or fewer occupants Care facilities that provide accommodations for five or fewer persons receiving care Congregate living facilities (nontransient) with 16 or fewer occupants Congregate living facilities (transient) with 10 or fewer occupants Lodging houses with five or fewer guest rooms 310.5.1 Care facilities within a dwelling. Care facilities for five or fewer persons receiving care that are within a single-family dwelling are permitted to comply with the International Residential Code provided an automatic sprinkler system is installed in accordance with Section 903.3.1.3 or Section P2904 of the International Residen- tial Code. 310.5.2 Lodging houses. Owner -occupied lodging houses with five or fewer guest rooms shall be permitted to be constructed in accordance with the International Residen- tial Code. 310.6 Residential Group R-4. Residential Group R-4 occu- pancy shall include buildings, structures or portions thereof for more than five but not more than 16 persons, excluding staff, who reside on a 24-hour basis in a supervised residen- tial environment and receive custodial care. Buildings of Group R-4 shall be classified as one of the occupancy condi- tions specified in Section 310.6.1 or 310.6.2. The persons receiving care are capable of self-preservation. This group shall include, but not be limited to, the following: Alcohol and drug centers Assisted living facilities Congregate care facilities Group homes Halfway houses Residential board and care facilities Social rehabilitation facilities Group R-4 occupancies shall meet the requirements for construction as defined for Group R-3, except as otherwise provided for in this code. 310.6.1 Condition 1. This occupancy condition shall include buildings in which all persons receiving custodial care, without any assistance, are capable of responding to an emergency situation to complete building evacuation. 310.6.2 Condition 2. This occupancy condition shall include buildings in which there are any persons receiving custodial care who require limited verbal or physical assis- tance while responding to an emergency situation to com- plete building evacuation. Accessory storage tit stoirage,,purposes;that aian `=area and;;accessor las ed'as artofthat'.oc iia> h ooms'or s aces sl%l units' of sect) 508.2." 21► oderate-hazard sto occupancies are"`building$ notAclassifol GroupfiS- acre:of the`°folk wiri* t .' . am oas an ra n Baskets Belting canvas and leather s°an paper in robs air pac Dots andshoes ons,.including 'cl thcovered, Cardboardardboartf and cardboard boxes' Clothing, woolen weaiing appare Cordage iiry oat s ara�e (indoorl Glues, mucilage, pastes and size i 1 • 50 INTERNATIONAL CODE COOKIE 2015 INTERNATIONAL BUILDING CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. 311.3 Low -hazard storage, Group S-2. Storage Group S-2 occupancies include, among others, buildings used for the storage of noncombustible materials such as products on wood pallets or in paper cartons with or without single thick- ness divisions; or in paper wrappings. Such products are per- mitted to have a negligible amount of plastic trim, such as knobs, handles or film wrapping. Group S-2 storage uses shall include, but not be limited to, storage of the following: Asbestos Beverages up to and including 16-percent alcohol in metal, glass or ceramic containers Cement in bags Chalk and crayons Dairy products in nonwaxed coated paper containers Dry cell batteries Electrical coils Electrical motors Empty cans Food products Foods in noncombustible containers Fresh fruits and vegetables in nonplastic trays or containers Frozen foods Glass Glass bottles, empty or filled with noncombustible liquids Gypsum board Inert pigments Ivory Meats Metal cabinets Metal desks with plastic tops and trim Metal parts Metals Mirrors Oil -filled and other types of distribution transformers Parking garages, open or enclosed Porcelain and pottery Stoves Talc and soapstones Washers and dryers USE AND OCCUPANCY CLASSIFICATION SECTION 312 UTILITY AND MISCELLANEOUS GROUP U 312.1 General. Buildings and structures of an accessory character and miscellaneous structures not classified in any specific occupancy shall be constructed, equipped and main- tained to conform to the requirements of this code commen- surate with the fire and life hazard incidental to their occupancy. Group U shall include, but not be limited to, the following: Agricultural buildings Aircraft hangars, accessory to a one- or two-family residence (see Section 412.5) Barns Carports Fences more than 6 feet (1829 mm) in height Grain silos, accessory to a residential occupancy Greenhouses Livestock shelters Private garages Retaining walls Sheds Stables Tanks Towers 2015 INTERNATIONAL BUILDING CODE® 51 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL' ATTACHMENT #3 COMMODITY CLASSIFICATION CHAPTER 32 HIGH -PILED COMBUSTIBLE STORAGE SECTION 3201 GENERAL 3201.1 Scope. High piled combustible storage shall be in accordance with this chapter. In addition to the requirements of this chapter, the following material -specific requirements shall apply: 1. Aerosols shall be in accordance with Chapter 51. 2. Flammable and combustible liquids shall be in accor- dance with Chapter 57. 3. Hazardous materials shall be in accordance with Chap- ter 50. 4. Storage of combustible paper records shall be in accor- dance with NFPA 13. 5. Storage of combustible fibers shall be in accordance with Chapter 37. 6. General storage of combustible material shall be in accordance with Chapter 3. 3201.2 Permits. A permit shall be required as set forth in Section 105.6. 3201.3 Construction documents. At the time of building permit application for new structures designed to accommo- date high -piled storage or for requesting a change of occu- pancy/use, and at the time of application for a storage permit, plans and specifications shall be submitted for review and approval. In addition to the information required by the Inter- national Building Code, the storage permit submittal shall include the information specified in this section. Following approval of the plans, a copy of the approved plans shall be maintained on the premises in an approved location. The plans shall include all of the following: 1. Floor plan of the building showing locations and dimensions of high piled storage areas. 2. Usable storage height for each storage area. 3. Number of tiers within each rack, if applicable. 4. Commodity clearance between top of storage and the sprinkler deflector for each storage arrangement. 5. Aisle dimensions between each storage array. 6. Maximum pile volume for each storage array. 7. Location and classification of commodities in accor- dance with Section 3203. 8. Location of commodities that are banded or encapsu- lated. 9. Location of required fire department access doors. 10. Type of fire suppression and fire detection systems. 11. Location of valves controlling the water supply of ceiling and in -rack sprinklers. 12. Type, location and specifications of smoke removal and curtain board systems. 13. Dimension and location of transverse and longitudinal flue spaces. 14. Additional information regarding required design fea- tures, commodities, storage arrangement and fire pro- tection features within the high -piled storage area shall be provided at the time of permit, when required by the fire code official. 3201.4 Evacuation plan. Where required by the fire code official, an evacuation plan for public accessible areas and a separate set of plans indicating location and width of aisles, location of exits, exit access doors, exit signs, height of stor- age, and locations of hazardous materials shall be submitted at the time of permit application for review and approval. Fol- lowing approval of the plans, a copy of the approved plans shall be maintained on the premises in an approved location. SECTION 3202 DEFINITIONS 3202.1 Definitions. The following terms are defined in Chap- ter 2: ARRAY. ARRAY, CLOSED. AUTOMATED RACK STORAGE. BIN BOX. COMMODITY. EARLY SUPPRESSION FAST -RESPONSE (ESFR) SPRINKLER. EXPANDED PLASTIC. EXTRA -HIGH -RACK COMBUSTIBLE STORAGE. HIGH -PILED COMBUSTIBLE STORAGE. HIGH -PILED STORAGE AREA. LONGITUDINAL FLUE SPACE. MANUAL STOCKING METHODS. MECHANICAL STOCKING METHODS. SHELF STORAGE. SOLID SHELVING. TRANSVERSE FLUE SPACE. ECTION 3203 COMMODITY CLASSIFICATION 332t6:1 Classification of commodities. Commodities all `he kclassified as Class'I; Il, 11 , 11/ or high -hazard in accordance • with this section. Materials_ listed within each ;,commodity 2015 INTERNATIONAL FIRE CODE® 287 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agrccmcnt. No further reproductions authorized. HIGH -PILED COMBUSTIBLE STORAGE 1 classification Zorubusttbltty ers or the""p1 -, sficat,oti S 3203.2 Class I commodities. Class I commodities are essen- tially noncombustible products on wooden pallets, in ordi- nary corrugated cartons with or without single -thickness dividers, or in ordinary paper wrappings with or without pal- lets. Class I commodities are allowed to contain a limited amount of Group A plastics in accordance with Section 3203.7.4. Examples of Class I commodities include, but are not limited to, the following: Alcoholic beverages not exceeding 20-percent alcohol Appliances noncombustible, electrical Cement in bags Ceramics Dairy products in bottles) Dry insecticides Foods in noncombustible containers Fresh fruits and vegetables in nonplastic trays or containers Frozen foods Glass Glycol in metal cans Gypsum board Inert materials, bagged Insulation, noncombustible Noncombustible liquids in plastic than a 5-gallon (19 L) capacity Noncombustible metal products 3203.3 Class II commodities. Class II commodities are Class I products in slatted wooden crates, solid wooden boxes, multiple -thickness paperboard cartons or equivalent combustible packaging material with or without pallets. Class II commodities are allowed to contain a limited amount of Group A plastics in accordance with Section 3203.7.4. Exam- ples of Class II commodities include, but are not limited to, the following: Alcoholic beverages not exceeding 20-percent alcohol, in combustible containers Foods in combustible containers Incandescent or fluorescent light bulbs in cartons htnl c°4 fin w e, anxeels ox n cartons, nonwax-coated containers (excluding 3203,4 ClassIil `coramcdt Orin dittes f wgn gaper asttcs or -products the y wl r witho t1ja e allowed to conof Groul Gs, such as:metal: lasttc h es and tires. 'Group A plastics s r _ ith S ttort 203 4 Exampi elude brit arriot ltttt�d a Aerosol, Level 1 (see Chapter 51) Biomass briquettes, bagged, and static piles Biomass pellets, bagged, and static piles Charcoal containers having less plail &eats accordance otrimodities Combustible fiberboard Cork, baled Corn cobs, static piles Corn stover, baled and chopped Feed, bagged Fertilizers, bagged Firewood Food in plastic containers Forest residue, round wood or chipped (branches, bark, cross cut ends dgang,andtrepsJ,,, atural fiber )" rests Glycol in combustible containers not exceeding 25 percent Lubricating or hydraulic fluid in metal cans Lumber Mattresses, excluding foam rubber and foam plastics Noncombustible liquids in plastic containers having a capacity of more than 5 gallons (19 L) Paints, oil base, in metal cans Paper, waste, baled Paper and pulp, horizontal storage, or vertical storage that is banded or protected with approved wrap Paper in cardboard boxes Peanut hulls, bagged, and static piles Pillows, excluding foam rubber and foam plastics Plastic -coated paper food containers Plywood Rags, baled Recovered construction wood Rice hulls, bagged, and static piles Rugs, without foam backing Seasonal grasses, baled and chopped Straw, baled Sugar, bagged Wood, baled Wood chips, bagged, and static piles Woody biomass, round wood or chipped (vase -shaped stubby bushes, bamboo, willows; branches, bark and stem wood) Wood doors, frames and cabinets Wood pellets, bagged, and static piles Yarns of natural fiber and viscose 2015 . Clad less I,IIor-I ,,,core oup ics and s classy asttcs shall be MofyClass the followm Aerosol, Level 2 (see Chapter 51) Alcoholic beverages, exceeding 20-percent but less than 80-percent alcohol, in cans or bottles in cartons Clothing, synthetic or nonviscose Combustible metalyproducts(solid) Fitrtii"tu cr plash I1o1st 1 1 288 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. HIGH -PILED COMBUSTIBLE STORAGE Furniture, wood or metal with plastic covering and padding Glycol in combustible containers (greater than 25 percent and less than 50 percent) Linoleum products Paints, oil base in combustible containers Pharmaceutical, alcoholic elixirs, tonics, etc. Rugs, foam back Shingles, asphalt Thread or,yarn synthetic or nonvlscose Aerosol, Lev�(see Chapter 51 Alcoholic beverages, exceeding 80-percent alcohol, in bottles or cartons Commodities of any class in plastic containers in carousel storage Flammable solids (except solid combustible metals) Glycol in combustible containers (50 percent or greater) Lacquers that dry by solvent evaporation, in metal cans or cartons Lubricating or hydraulic fluid in plastic containers Mattresses, ,_foamrubber or foam plastics Pallets and flats that are idle combustible Paper and pulp, rolled, in vertical storage that is unbanded or not protected with an approved wrap Paper, asphalt, rolled, horizontal storage Paper, asphalt, rolled, vertical storage Pillows, foam rubber and foam plastics Pyroxylin Rubber tires Vegetable oil and butter in plastic containers 3203 7' al sus f c> a ton of plastics•Plastics shalll be as ,Group A i Eor C 1n accordance with Sections 320 0101203. :03 7 Crou atenals Navin tgner lastics la, , cs eat ofcombus_t �.'combttsttble iiot limite ABS (acrylonitrile-butadiene-styrene copolymer) Acetal (polyformaldehyde) Acrylic (polymethyl methacrylate) Butyl rubber EPDM (ethylene propylene rubber) FRP (fiberglass -reinforced polyester) Natural rubber (expanded) Nitrile rubber (acrylonitrile butadiene rubber) PET or PETE (polyethylene terephthalate) Polybutadiene Polycarbonate Polyester elastomer Polyethylene Polypropylene Polystyrene (expanded and unexpanded) Polyurethane (expanded and unexpanded) PVC (polyvinyl chloride greater than 15-percent plasti- cized, e.g., coated fabric unsupported film) SAN (styrene acrylonitrile) SBR (styrene butadiene rubber) 3203.7.2 Group B plastics. Group B plastics are plastic materials having a heat of combustion and a burning rate higher than that of ordinary combustibles, but not as high as those of Group A plastics. Examples of Group B plas- tics include, but are not limited to, the following: Cellulosics (cellulose acetate, cellulose acetate butyr- ate, ethyl cellulose) Chloroprene rubber Fluoroplastics (ECTFE, ethylene-chlorotrifluoroethyl- ene copolymer; ETFE, ethylene-tetrafluoroethylene copolymer; FEP, fluorinated ethylene -propylene copolymer) Natural rubber (nonexpanded) Nylon (Nylon 6, Nylon 6/6) PVC (polyvinyl chloride greater than 5-percent, but not exceeding 15-percent plasticized) Silicone rubber 3203.7.3 Group C plastics. Group C plastics are plastic materials having a heat of combustion and a burning rate similar to those of ordinary combustibles. Examples of Group C plastics include, but are not limited to, the fol- lowing: Fluoroplastics (PCTFE, polychlorotrifluoroethylene; PTFE, polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenol PVC (polyvinyl chloride, rigid or plasticized less than 5 percent, e.g., pipe, pipe fittings) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) PVF (polyvinyl fluoride) Urea (urea formaldehyde) 3203.7.4 Limited quantities of Group A plastics in mixed commodities. Figure 3203.7.4 shall be used to determine the quantity of Group A plastics allowed to be stored in a package or carton or on a pallet without increasing the commodity classification. 2015 INTERNATIONAL FIRE CODE® 289 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. i ATTACHMENT #4 DESIGNATION OF HIGH -PILED STORAGE AREAS HIGH -PILED COMBUSTIBLE STORAGE v SECTION 3204 DESIGNATION OF HIGH -PILED STORAGE AREAS 3204.2 Designation based on engineering analysis. The designation of a high piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engi- neering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contigu- ous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe systems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.9. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high piled storage areas shall be in accordance with Sections 3206.2 through 3206.10. 3206.2 Extent and type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and automatic sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high piled storage area or to a permanent partition. Where portions of high - piled storage areas have different fire protection require- ments because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 3206.3 Separation of high -piled storage areas. High piled storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the Interna- tional Building Code. 3206.3.2 Multiple high -piled storage areas. Multiple high piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. 3206.3.2.1 Aggregate area. The aggregate of all high - piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hourfire barriers con- structed in accordance with Section 707 the Interna- tional Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1- hourfire protection rating. 3206.3.2.2 Multiclass high -piled storage areas. High - piled storage areas classified as Class I through IV not separated from high piled storage areas classified as high hazard shall utilize the aggregate of all high piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1-hour fire barriers shall be constructed in accordance with Section 707 of the International Build- ing Code. Openings in .such fire barriers shall be pro- tected by opening protectives having a 1-hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. 1 2015 INTERNATIONAL FIRE CODE® 291 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #5 GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS HIGH -PILED COMBUSTIBLE STORAGE COMMODITY CLASS 1-Iv TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS SIZE OF HIGH -PILED STORAGE AREA° (square feet) (see Sections 3206.2 and 3206.4) 0-500 Not Required' Fire on 'Secttorf Not Required Not Not Required` Required 5QUD-P LED STORAGE: HEt ORAGE, ANpp7?,ALLETIZEb sT.ORA ':��secr'Secfiori,3?07„�t} Maximum pile' dimension` (feetWi )n; �� Not Required Not Required laxtmum "z. le"volume icubiC feet) Not Required 501-2,500 Not Require& Yes' Not Not Required' Required 100 40 100,000 2,501-12,000 Public accessible Yes Not Required Not Not Required` Required 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 1) Yes Not Required Not Not Required` Required 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 2) Not Required' Yes Yes Yes' 100 30r 200,000 12,001-20,000 Yes Not Required Yes Yes' 100 40 400,000 20,001-500,000 Yes Not Required Yes Yes' 100 40 400,000 Greater than 500,000g Yes Not Required Yes Yes' 100 40 400,000 0-500 501-2,500 Public accessible 501-2,500 Nonpublic accessible (Option 1) 501-2,500 Nonpublic accessible (Option 2) 300,001-500,000s• h Not Required' Yes Yes Not Required' Yes Not Required Not Required Not Required Yes Not Required Not Not Required` Required Not Not Required` Required Not Not Required` Required Yes Yes Ye& Yes' 50 50 50 50 50 Not Required 30 30 20 30 Not Required 75,000 75,000 50,000 75,000 For SI: 1 foot = 304.8 mm, 1 cubic foot = 0.02832 m3, 1 square foot = 0.0929 m2. a. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high -piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. b. For aisles, see Section 3206.9. c. Piles shall be separated by aisles complying with Section 3206.9. d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official. See Chapters 51 and 57 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. 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 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 Section 706 the International Building Code shall be used to divide high -piled storage exceeding 500,000 square feet in area. i. Not required where an automatic fire -extinguishing system is designed and installed to protect the high -piled storage area in accordance with Sections 3207 and 3208. j. Not required where storage areas are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m • s)'tn or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with NFPA 13. 292 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #6 RACK AREAS A-E AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS ATTACHMENT #6 RACK AREAS A-E FM IN -RACK SPRINKLER SYSTEM REQUIREMENTS 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 30 FM Global Property Loss Prevention Data Sheets ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 30 RACKS 'E' FM Global Property Loss Prevention Data Sheets ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 45 RACKS 'A, B, C, D' Will the storage racks be equipped with solid shelves greater than 64 ft2 (6.0 m2)? Will the storage racks meet the requirements to be open -frame?** Yes Will the highest commodity hazard be Class 3 or less? Will the highest commodity hazard be cartoned unexpanded plastics or less? Will the highest commodity hazard be cartoned expanded plastics? The maximum recommended vertical increment for in -rack sprinklers is 10 ft (3.0 m).* No Yes Yes Yes In -rack sprinklersrs ar� needed below all tier levels with solid shelves greater than 64 ft2 (6.0 m2).* Maximum recommended vertical in -rack sprinkler increments are 10 ft (3.0 m) for uncartoned plastic commodities and 15 ft (4.5 m) for all other commodity hazards.* The maximum recommended vertical increment for in -rack sprinklers is 25 ft (7.5 m).* The maximum recommended vertical increment for in -rack sprinklers is 20 ft (6.0 m).* The maximum recommended vertical increment for in -rack sprinklers is 15 ft (4.5 m).* *Limit the storage above the top level of in -rack sprinklers to 10 ft (3.0 m) maximum **See the definition for open -frame rack in Appendix A. See guidelines regarding open -top containers if they are present. ended ver 'cal rnkae 'acre nts ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Will the storage racks be equipped with solid shelves greater than 64 ft2 (6.0 m2)? Will the storage racks meet the requirements to be open -frame?** Yes Will the highest commodity hazard be Class 3 or less? Will the highest commodity hazard be cartoned unexpanded plastics or less? Will the highest commodity hazard be cartoned expanded plastics? The maximum recommended vertical increment for in -rack sprinklers is 10 ft (3.0 m).* No Yes Yes Yes In -rack sprinklersrs ar� needed below all tier levels with solid shelves greater than 64 ft2 (6.0 m2).* Maximum recommended vertical in -rack sprinkler increments are 10 ft (3.0 m) for uncartoned plastic commodities and 15 ft (4.5 m) for all other commodity hazards.* The maximum recommended vertical increment for in -rack sprinklers is 25 ft (7.5 m).* The maximum recommended vertical increment for in -rack sprinklers is 20 ft (6.0 m).* The maximum recommended vertical increment for in -rack sprinklers is 15 ft (4.5 m).* *Limit the storage above the top level of in -rack sprinklers to 10 ft (3.0 m) maximum **See the definition for open -frame rack in Appendix A. See guidelines regarding open -top containers if they are present. ended ver 'cal rnkae 'acre nts ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets RACKS 'E' Page 45 Will the storage racks be equipped with Yes solid shelves greater than 64 ft2 (6.0 m2)? No WiII the storage racks meet the requirements to be open -frame?** (Yes WiII the highest commodity hazard be Class 3 or less? No Will the highest commodity hazard be cartoned unexpanded plastics or less? Will the highest commodity hazard be cartoned expanded plastics? The maximum E ecommended vertical increment for in -rack sprinklers is 10 ft (3.0 m).* No Yes • Yes In -rack sprinklers are needed below all tier levels with solid shelves greater than 64 ft2 (6.0 m2).* Maximum recommended vertical in -rack sprinkler increments are 10 ft (3.0 m) for uncartoned plastic commodities and 15 ft (4.5 m) for all other commodity hazards.* The maximum recommended vertical increment for in -rack sprinklers is 25 ft (7.5 m).* The maximum recommended vertical increment for in -rack sprinklers is 20 ft (6.0 m).* The maximum recommended vertical increment for in -rack sprinklers is 15 ft (4.5 m).* *Limit the storage above the top level of in -rack sprinklers to 10 ft (3.0 m) maximum **See the definition for open -frame rack in Appendix A. See guidelines regarding open -top containers if they are present. Fig. rmended vertical rn ack sp nik%r i4cremerits ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Page 45 Will the storage racks be equipped with Yes solid shelves greater than 64 ft2 (6.0 m2)? No WiII the storage racks meet the requirements to be open -frame?** (Yes WiII the highest commodity hazard be Class 3 or less? No Will the highest commodity hazard be cartoned unexpanded plastics or less? Will the highest commodity hazard be cartoned expanded plastics? The maximum E ecommended vertical increment for in -rack sprinklers is 10 ft (3.0 m).* No Yes • Yes In -rack sprinklers are needed below all tier levels with solid shelves greater than 64 ft2 (6.0 m2).* Maximum recommended vertical in -rack sprinkler increments are 10 ft (3.0 m) for uncartoned plastic commodities and 15 ft (4.5 m) for all other commodity hazards.* The maximum recommended vertical increment for in -rack sprinklers is 25 ft (7.5 m).* The maximum recommended vertical increment for in -rack sprinklers is 20 ft (6.0 m).* The maximum recommended vertical increment for in -rack sprinklers is 15 ft (4.5 m).* *Limit the storage above the top level of in -rack sprinklers to 10 ft (3.0 m) maximum **See the definition for open -frame rack in Appendix A. See guidelines regarding open -top containers if they are present. Fig. rmended vertical rn ack sp nik%r i4cremerits ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 36 FM Global Property Loss Prevention Data Sheets RACKS 'A' WIT the storage be in open -top containers? WII the multiple -row racks be equipped with horizontal barriers? Wll the multiple -row racks meet the requirements to be open -frame?' Yes lAfill the maximum ceiling height be over 45 ft(13.5 m) orthe maximum storage height over 25 ft (7.5 m)? The in -rack layout shown in Figure 14, or from Section 2.3.6, is needed. Yes (See Section 2.2.5.1 to determine the )N recommended horizontal in -rack sprinkler arrangement. The in -rack layout shown in Figure 10 is acceptable. 7Ml o the maximum ceiling height be over 25 5 (7.5 m)? Yes The in-r ck layout shown in Figure 14 is nee ed. VNIB o the highest commodity hazard be Gass 3 or less? Figure 10 if solid barriers are used The in -rack layout shown in Figure 10 is acceptable. WII the maximum ceiling height be 25 5 (7.5, m) or less? MULTI ROW RACKS Will the commodity hazard be uncartoned plastics? The in -rack layout shown in Figure 14 is needed. WII the maximum ceiling height be 35ft(10.5 m) or less? The in -rack layout The in -rack layout The in -rack layout The in -rack layout shown in Figure 10 is shown in Figure 10 is shown in Figure 14 is shown in Figure 10 is acceptable. acceptable. needed. / acceptable. 'See the definition for open -frame rack in Appendix A. See guidelines regarding open -top combustible containers if they are present Fig. 7. Recommended horizontal in -rack sprinkler arrangements for multiple -row racks 2.3.4.6.1 Horizontal Lay -Outs for IRAS(EO) In -Rack Sprinkler Arrangements 2.3.4.6.1.1 Figures 8, 9, and 10 represent IRAS(EO) in -rack sprinkler arrangements for single -row, double - row, and multiple -row rack storage arrangements, respectively. Figure 9 applies to double -row racks that are no deeper (aisle face to aisle face) than 9 ft (2.7 m). These types of in -rack sprinkler arrangements can be used when a minimum 6 in. (150 mm) vertical clearance is provided between the in -rack sprinkler deflector and the top of storage in combination with any of the following additional conditions: 1. Class 1, 2 or 3 commodities in closed -top containers are maintained in open -framed racks, the storage height does not exceed 25 ft (7.5 m), and the ceiling height does not exceed 45 ft (13.5 m), or 2. Class 4 or cartoned plastic commodities in closed -top containers are maintained in open -framed racks, the storage height does not exceed 25 ft (7.5 m) and the ceiling height does not exceed 35 ft (10.5 m), or 3. Closed -top uncartoned plastic commodities are maintained in open -framed racks and the ceiling height does not exceed 25 ft (7.5 m), or 4. Storage racks are equipped with solid shelves not exceeding 64 ft2 (6.0 m2) in area and the ceiling height does not exceed 25 ft (7.5 m), or 5. Closed -top container storage is maintained in racks equipped with horizontal barriers. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 39 RACKS 'A' 10ft(3.0m) max. between every other transverse flue space —t— Loading Aisle X X X x x x IRAS (ETL) IN -RACKS AT EVERY TIER LEVEL (ETL) AT EVERY OTHER TRANSVERSE FLUE SPACE Loading Aisle 1 4 ft (1.2 m) min. between every other transverse flue space Fig. 10. Plan view of /RAS(EO) in -rack sprinkler arrangement for multiple -row racks Figure 10 if solid barriers are used ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets RACKS 'B, C, D' Page 33 (See Section 2.2.5.1\ Will the storage be in Yes to determine the open -top containers? -� recommentled horizontal J Will a minimum 6 in. (150 mm) vertical clearance be provided between the top of storage and the in -rack sprinkler deflector? Yes WO the single -row racks be equipped with horizontal boners? WII the single -row racks be equipped with solid shelves greater than 64 ft' (6.0 re') in area? WII the single -row racks meet the requirements to be open -frame?' wll the maximum ceiling height be over 45 R(13.5 m) or the maximum storage height be over 25 ft (7.5 m)? The in -rack layout shown in Figure 11, or from Section 2.3.6, is needed. J in -rack sprinkler arrangement. The in -rack layout shown in Figure 11 is needed. The in -rack layout shown in Figure 8 is acceptable. The in -rack layout shown in Figure 8 is acceptable. ASH the maximum ceiling height be over 25 ft (7.5 m)? Yes r The in-ra k layout shown in gure 11 is needed. wll the highest commodity hazard be Class 3 or less? The in-ra k layout shown in Figure 8 is acceptable. 'See the definition for open -frame rack in Appendix A. See guidelines regarding open -top combustible containers if they are present. The in -rack layout shown in Figure 8 is acceptable. w0 the maximum ceiling height be. 25 (1(7.5 m) or less? The in-ra k layout shown in Figure 8 is acceptable. SINGLE ROW RACKS W it the commodity hazard be uncartoned plastics? The in-r ck layout shown in Figure 11 is needed. The in -rack layout shown in Figure 11 is needed. wp the maximum ceding height be 35 ft(10.5 m) or less? The in -rack layout shown in Figure 8 is acceptable. ecotn rdod.horrzontal »roc erarrange) tsr Ingle ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 40 FM Global Property Loss Prevention Data Sheets RACKS 'B, C, D' 2.3.4.6.2 Horizontal Lay -Outs for IRAS(E) In -Rack Sprinkler Arrangements 2.3.4.6.2.1 Figures 11, 12, 13, and 14 represent IRAS(E) arrangements for single -row, double -row, and multiple -row rack storage arrangements. IRAS(E) horizontal in -rack arrangements may be used whenever IRAS(EO) arrangements are acceptable, but are required for conditions where IRAS(EO) arrangements are unacceptable. 2.3.4.6.2.2 The in -rack sprinkler arrangement indicated in Figure 12 is acceptable for double -row racks up to 9 ft (2.7 m) deep. It is also acceptable for double -row racks up to 12 ft (3.6 m) deep for ceiling heights not exceeding 30 ft (9.0 m). For open -frame double -row racks over 9 ft (2.7 m) deep and up to 12 ft (3.6 m) deep not equipped with horizontal barriers under ceilings higher than 30 ft (9.0 m), use the in -rack arrangement indicated in Figure 13. 2.3.4.6.2.3 When arranging protection in accordance with an IRAS(E) arrangement, ensure the maximum horizontal distance between transverse flue spaces is 8 ft (2.4 m). If the horizontal distance between every transverse flue space is greater than 8 ft (2.4 m), install in -rack sprinklers horizontally at the midpoints between transverse flue spaces such that the horizontal distance between in -rack sprinklers does not exceed 8 ft (2.4 m). 2.3.4.6.2.4 Ensure the minimum distance between transverse flue spaces is greater than 2 ft (0.6 m); otherwise, in -rack sprinklers can be installed at every other transverse flue space. i 8 ft (2.4 m) max. between every transverse flue space SINGLE ROW RACKS 2 ft (0.6 m) min. between every transverse flue space —t— Fig. 11. Plan view of IRAS(E) in -rack sprinkler arrangement for single -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 34 FM Global Property Loss Prevention Data Sheets RACKS 'B, C, D' Will the storage be in open -top containers? WIla minimum 6 in. (150 mm) vertical clearance be provided between the top of storage and the in -rack sprinkler deflector? Yes Ye WII the double -row racks be equipped with horizontal barriers? Wdl the double -row racks be equipped with solid shelves greater than 64 ft' (6.0 m') in area? WII the double -row racks meet the requirements to be open -frame?' Yes VNII the maximum ceiling height be over 45 ft (13.5 m) or the maximum storage height be over 25 ft(7.5 m)? Yes Yes See Section 2.2.5.1 to determine the re ornmended horizontal in -rack sprinkler arrangement. See Figure 6 to o determine which IRAS(E) in -rack sprinIder arrangement s recommended. The in -rack lay -out shown in Figure 9 is acceptable. The in -rack lay -out shown in Figure 9 is acceptable. Will the maximum ceiling height be over 25 ft (7.5 m)? Yes See Figure 6 to determine which IRAS(E) in -rack sprinkler arrangement is recommended. Wll the highest commodity hazard be Class 3 orless? The in -rack layout shown in Figure 9 is acceptable. WII the m ximum ceiling height be 5 ft (7.5 m)or less? DOUBLE ROW RACKS WII the commodity haze d be uncartoned plastics? See Figure 6 to determine which IRAS(E) in -rack sprinkler arrangement is recommended. No WII the maximum ceiling height be 35ft (10.5 m) or less? Yes Yes Ves Ves Ves See Figure 6 to determine which IRAS(E) in -rack sprinkler arrangement is recommended. The in-r ck layout shown in igure 9 is acce table. 'See the definition for open -frame rack in Appendix A. See guidelines regarding open -top combustible containers if they are present. Thein-r ck layout shown in igure 9 is acce table. See Fi ure 6 to determine which IRAS(E in -rack sprinkler arrangement is recommended. The in -rack layout shown in Figure 9 is acceptable. Fig � ftecotnr r� zonfa an rac�Csprr�i erra rangements for double-, ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets RACKS 'B, C, D' Page 35 DOUBLE ROW RACKS Will the double -row racks be equipped with solid shelves greater than 64 ft2 (6.0 m2) in area? N Will the double -row racks be equipped with horizontal barriers? Will the maximum ceiling height be less than or equal to 30 ft (9.0 m)? The in -rack layout shown in Figure 13, or from Section 2.3.6, is needed. Yes Yes The in -rack layout shown in Figure 12 is acceptable. The in -rack layout shown in Figure 12 is acceptable. The in -rack layout shown in Figure 12 is acceptable. Fig. 6. Recommended horizontal IRAS(E) in -rack sprinkler arrangements for double -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Page 35 DOUBLE ROW RACKS Will the double -row racks be equipped with solid shelves greater than 64 ft2 (6.0 m2) in area? N Will the double -row racks be equipped with horizontal barriers? Will the maximum ceiling height be less than or equal to 30 ft (9.0 m)? The in -rack layout shown in Figure 13, or from Section 2.3.6, is needed. Yes Yes The in -rack layout shown in Figure 12 is acceptable. The in -rack layout shown in Figure 12 is acceptable. The in -rack layout shown in Figure 12 is acceptable. Fig. 6. Recommended horizontal IRAS(E) in -rack sprinkler arrangements for double -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets RACKS 'B, C, D' 8 ft (2.4 m) max. between every transverse flue space 1 1 Page 41 DOUBLE ROW RACKS 2ft(0.6m) min. between every transverse flue space Fig. 12. Plan view of IRAS(E) in -rack sprinkler arrangement in longitudinal flue only for double -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 34 FM Global Property Loss Prevention Data Sheets RACKS 'E' Will the storage be in open -top containers? Willa minimum 6 in. (150 mm) vertical clearance be provided between the top of storage and the in -rack sprinlder deflector? Ye WH the double -row racks be equipped with horizontal barriers? Will the double -row racks be equipped with solid shelves greater than 64 ftt (6.0 m) in area? Will the double -row racks meet the requirements to be open -frame?' Yes NhII the maximum ceiling height be over 45 ft (13.5 re) or the maximum storage height be over 25 ft (7.5 m)? Yes See Figure 6 to determine which IRAS(E) in -rack sprinlder arrangement is recommended. Yes Yes Yes See Section 2.2.5.1 to determine the recommended horizontal in -rack sprinkler arrangement. See Figure 6 to o determine which IRAS(E) in -rack sprinlder arrangement is recommended. The in -rack lay -out shown in Figure 9 is acceptable. The in -rack lay -out shown in Figure 9 is acceptable. Will the maximum ceiling height be over 25 ft (7.5 m)? Yes See Figure 6 to determine which IRAS(E) in -rack sprinlder arrangement is recommended. 1MII the highest commodity hazard be Class 3 or less? Ves The in-r ck layout shown in igure 9 is acce table. 'See the definition for open -frame rack in Appendix A. See guidelines regarding open -top combustible containers if they are present The in -rack layout shown in Figure 9is acceptable. WII the m ximum ceiling height be 5 ft (7.5 m)or le s? Ves r The in-r ck layout shown in igure 9is acce table. SINGLE ROW RACKS TREATED AS DOUBLE ROW RACKS Wg the commodity haza d be uncartoned plas cs? Yes See Fi ure 6to determine which IRAS(E in -rack sprinkler arrangement is recommended. See Figure 6 to determine which IRAS(E) in -rack sprinlder arrangement is recommended. No Will the m ximum ceiling height be 5 ft (10.5 m) or le s? Yes r The in-r ck layout shown in inure 9is acce table. nded horizontal in-racksprinker arrangements for double -row recksa ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Will the storage be in open -top containers? Willa minimum 6 in. (150 mm) vertical clearance be provided between the top of storage and the in -rack sprinlder deflector? Ye WH the double -row racks be equipped with horizontal barriers? Will the double -row racks be equipped with solid shelves greater than 64 ftt (6.0 m) in area? Will the double -row racks meet the requirements to be open -frame?' Yes NhII the maximum ceiling height be over 45 ft (13.5 re) or the maximum storage height be over 25 ft (7.5 m)? Yes See Figure 6 to determine which IRAS(E) in -rack sprinlder arrangement is recommended. Yes Yes Yes See Section 2.2.5.1 to determine the recommended horizontal in -rack sprinkler arrangement. See Figure 6 to o determine which IRAS(E) in -rack sprinlder arrangement is recommended. The in -rack lay -out shown in Figure 9 is acceptable. The in -rack lay -out shown in Figure 9 is acceptable. Will the maximum ceiling height be over 25 ft (7.5 m)? Yes See Figure 6 to determine which IRAS(E) in -rack sprinlder arrangement is recommended. 1MII the highest commodity hazard be Class 3 or less? Ves The in-r ck layout shown in igure 9 is acce table. 'See the definition for open -frame rack in Appendix A. See guidelines regarding open -top combustible containers if they are present The in -rack layout shown in Figure 9is acceptable. WII the m ximum ceiling height be 5 ft (7.5 m)or le s? Ves r The in-r ck layout shown in igure 9is acce table. SINGLE ROW RACKS TREATED AS DOUBLE ROW RACKS Wg the commodity haza d be uncartoned plas cs? Yes See Fi ure 6to determine which IRAS(E in -rack sprinkler arrangement is recommended. See Figure 6 to determine which IRAS(E) in -rack sprinlder arrangement is recommended. No Will the m ximum ceiling height be 5 ft (10.5 m) or le s? Yes r The in-r ck layout shown in inure 9is acce table. nded horizontal in-racksprinker arrangements for double -row recksa ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets SINGLE ROW RACKS TREATED AS DOUBLE ROW RACKS Page 35 Will the double -row racks be equipped with solid shelves greater than 64 ft2 (6.0 m2) in area? Will the double -row racks be equipped with horizontal barriers? Will the maximum ceiling height be less than or equal to 30 ft (9.0 m)? The in -rack layout shown in Figure 13, or from Section 2.3.6, is needed. Yes Yes Yes The in -rack layout shown in Figure 12 is acceptable. The in -rack layout shown in Figure 12 is acceptable. The in -rack layout \` shown in Figure 12 is acceptable. Fig. 6. Recommended horizontal IRAS(E) in -rack sprinkler arrangements for double -row racks If the highest commodity is not Class III and/or if a minimum 6" cannot be maintained between the top of storage and in -rack sprinklers ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 42 FM Global Property Loss Prevention Data Sheets RACKS 'E' I 8 ft (2.4 m) max. between every transverse flue space X X IRAS (E) IN -RACKS AT EVERY TRANSVERSE FLUE SPACE AT FACE AND FLUE 2 ft (0.6 m) min. between every transverse flue space t Fig. 13. Plan view of IRAS(E) in -rack sprinkler arrangement for double -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. I 8 ft (2.4 m) max. between every transverse flue space X X IRAS (E) IN -RACKS AT EVERY TRANSVERSE FLUE SPACE AT FACE AND FLUE 2 ft (0.6 m) min. between every transverse flue space t Fig. 13. Plan view of IRAS(E) in -rack sprinkler arrangement for double -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 46 FM Global Property Loss Prevention Data Sheets 2.3.4.7.1 Vertical Increments of In -Rack Sprinklers in Open -Frame Racks Unless indicated otherwise in this data sheet, limit the height of storage above the top level of in -rack sprinklers to a maximum of 10 ft (3.0 m). 2.3.4.7.1.1 When in -rack sprinklers are needed to supplement ceiling -level sprinklers in open -frame storage racks, the following maximum vertical increments can be used, based on commodity hazard: • Class 1 — 3 Commodities: 25 ft (7.5 m) • Class 4 and Cartoned Unexpanded Plastics: 20 ft (6.0 m) • Cartoned Expanded Plastics: 15 ft (4.5 m) • Uncartoned Plastics: 10 ft (3.0 m) 2.3.4.7.1.2 These maximum vertical increments can be applied to the horizontal in -rack sprinkler layouts indicated in Figures 8 through 11 as well as Figures 13 and 14; however, they do not apply to the horizontal in -rack sprinkler layout shown in Figure 12 when the ceiling height exceeds 30 ft (9.0 m). See Section 2.3.6 for possible exceptions when the ceiling height exceeds 30 ft (9.0 m) high. 2.3.4.7.2 Vertical Increments of In -Rack Sprinklers in Racks Having Solid Shelves 20 to 64 ft2 (2.0 to 6.0 m2) in Area When in -rack sprinklers are needed to supplement ceiling -level sprinklers in storage racks equipped with solid shelves 20 to 64 ft2 (2.0 to 6.0 m2) in area, the following maximum vertical increments can be used, based on commodity hazard: • Class 1 — 4 and Cartoned Plastic Commodities: 15 ft (4.5 m) • Uncartoned Plastics: 10 ft (3.0 m) 2.3.4.7.3 Vertical Increments of In -Rack Sprinklers in Racks Having Solid Shelves Greater than 64 ft2 (6.0 m2) in Area When in -rack sprinklers are needed to supplement ceiling -level sprinklers in storage racks equipped with solid shelves greater than 64 ft2 (6.0 m2) in area, in -rack sprinklers are needed directly under every tier level where these types of shelves are provided. 2.3.4.8 Design Guidelines for Ceiling -Level and In -Rack Sprinklers The design guidelines for in -rack sprinklers are dependent on the commodity being protected, the number of in -rack sprinkler levels installed, and the height of storage above the top level of in -rack sprinklers. The design guidelines for ceiling -level sprinklers that are supplemented with in -rack sprinklers are dependent on the commodity being protected, the horizontal in -rack sprinkler layout provided, and the height of storage above the top level of in -rack sprinklers. 2.3.4.8.1 Design Guidelines for In -Rack Sprinklers 2.3.4.8.1.1 Design in -rack sprinkler systems per in Table 12. 2.3.4.8.1.2 Balance the in -rack sprinkler system water demand with the ceiling -level sprinkler water demand at the point where the two systems are connected. 2.3.4.8.1.3 Unless indicated otherwise, ensure the minimum operating pressure of the in -rack sprinklers is 7 psi (0.5 bar). lyydr dlic; In-R ysterr3s Commodity Hazard Storage Height Above Top Level of IRAS, ft (m) No. of Installed IRAS Levels IRAS Design, No. of Sprinklers IRAS Design, Min. Flow per Sprinkler, gpm (Umin) Class 1-3 <_ 10 (3.0) 1 6 22 (85) 2 or more 10 (5 on 2 levels) 22 (85) Class 4 and Plastics <_,10 (3.0) 1 8 30 (115) - '2 or more 14 (7 on 2 levels) 30 (115) in -rack sprinkler water demand RACKS 'E' RACKS 'A,B,C,D' ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 31 2.3.4.3 K-Factors, Nominal Temperature Rating, and RTI Rating of In -Rack Storage Sprinklers .2.3.4.3.1.Use nominally rated 160°F (70°C) FM Approved in -rack sprinklers for all in -rack sprinkler installations. 2.3.4.3.2 Use in -rack sprinklers listed as quick -response when installing K14.0 (K200) or smaller sprinklers. In -rack sprinklers with larger K-factor values can be either quick -response or standard -response. 2.3.4.3.3 Use a minimum K8.0 (K115) for in -rack sprinkler design flows greater than 30 gpm (115 I./min). 2.3.4.4 In -Rack Sprinkler System Types In -rack sprinkler systems can be wet -pipe, dry -pipe, preactlion, or refrigerated area. Note, however, that grid -type piping configurations are only recommended for wet -pipe sprinkler systems. 2.3.4.5 General Guidelines for Positioning of In -Rack Sprinklers 2.3.4.5.1 Locate all in -rack sprinklers within the rack storage structure. In -rack sprinklers may be located outside the rack storage structure of a single -row rack that is located within 12 in. (300 mm) horizontally of a wall. The in -rack sprinklers must be no more than 6 in. (150 mm) horizontally away from the rack structure as well as no more than 3 in. (75 mm) offset from the transverse flue space intersection they are intended to protect. 2.3.4.5.2 For in -rack sprinkler arrangements per Figures 9 and 12, or for in -rack sprinklers located outside the rack storage structure as outlined in Section 2.3.4.5.1, position the in -rack sprinklers so they are not directly behind rack uprights and are not more than 3 in. (75 mm) offset horizontally from the transverse flue space intersection they are intending to protect. 2.3.4.5.3 At each tier level where in -rack sprinklers are needed, position the in -rack sprinkler deflector at or just below the bottom of the rack's horizontal support member when it is under full load conditions. 2.3.4.5.4 Arrange sprinkler piping and in -rack sprinklers to avoid mechanical damage, but ensure proper distribution from the in -rack sprinkler can be achieved. Prior to installing in -rack sprinklers, check the proposed in -rack sprinkler locations to ensure both adequate protection against mechanical damage and proper sprinkler discharge are provided. 2.3.4.6 Horizontal Lay -Outs of In -Rack Sprinklers There are two basic horizontal layouts for in -rack sprinklers. They are as follows: • IRAS(EO), which represents in -rack sprinklers spaced horizontally at every other transverse flue space intersection between pallet loads • IRAS(E), which represents in -rack sprinklers spaced horizontally at every transverse flue space intersection between pallet loads The type of horizontal in -rack sprinkler layout acceptable for installation will be dependent on: • the type of rack (single -row, double -row, or multiple -row) being protected, • the commodity being protected, • whether open -top containers are present, • the maximum ceiling height of the storage area, • whether a minimum 6 in. (150 mm) vertical clearance is provided between the top of storage and the in -rack sprinkler deflector, and • whether horizontal barriers are to be installed. This data sheet provides figures showing plan views for both IRAS(EO) and IRAS(E) arrangements to assist in the proper location and spacing of the in -rack sprinklers. Figures are provided for (1) single -row, (2) double -row, and (3) multiple -row storage racks and are described in the following sections. These figures use squares to represent nominal 20 ft2 (2.0 m2) pallet loads and the flue spaces between them. See Sections 2.3.4.6.1 and 2.3.4.6.2 for the minimum and maximum recommended distances between in -rack sprinklers. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. ATTACHMENT #6 RACK AREAS A-E FM CEILING SPRINKLER SYSTEM REQUIREMENTS Storage of Class 1, 2, 3, 4 andPlastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 47 2.3.4.8.1.4 Unless indicated otherwise in this data sheet, the maximum water delivery time for any dry -type in -rack sprinkler system is 60 seconds and is based on the operation of the hydraulically most remote in -rack sprinkler. 2.3.4.8.2 Design Guidelines for Ceiling -Level Sprinklers in Combination with In -Rack Sprinklers 2.3.4.8.2.1 Design ceiling -level sprinkler systems that are supplemented with in -rack sprinklers per Table 13. The last column of this table indicates the ceiling height to be used from the protection table (i.e., Tables 7-11) that is applicable to the commodity hazard being protected and the in -rack sprinkler arrangement that is being installed. Table,'13 lydrau rc'Design for.. eiling Le el Sp inkier Systems Supple»fente hack Sprinklers'; Commodity Hazard IRAS Arrangement Storage Height Above Top IRAS Level, ft (m) Clearance Between Top of Storage and Ceiling* Ceiling Height for Applicable Protection Table, ft (m)' Class 1 - 3 IRAS(EO) Up to 10 (3.0) Up to 20 (6.0) 20 (6.0) IRAS(E) Up to 10 (3.0) Up to 20 (6.0) 20 (6.0) 'Class 4, Cartoned Unexpanded Plastic and Cartoned Expanded Plastic IRAS(EO), IRAS(E) Up to 5 (1.5) Up to 20 (6.0) 15 (4.5) Over 5 (1.5) up to 10 (3.0) ;Up to 5 (1.5) 15 (4.5) RACKS 'E' Over 5 (1.5) up to 10 (3.0) 20 (6.0) Over 10 (3.0) up to 20 (6.0) 25 (7.5) Uncartoned Unexpanded Plastic IRAS(EO) Up to 5 (1.5) Up to 5 (1.5) 5 (1.5) Over 5 (1.5) up to 10 (3.0) 8 (2.4) Over 10 (3.0) up to 20 (6.0) 10 (3.0) Over 5 (1.5) up to 10 (3.0) Up to5(1.5) 10(3.0) i Over 5 (1.5) up to 10 (3.0) 12 (3.6) Over 10 (3.0) up to 20 (6.0) 15 (4.5) IRAS(E) Up to 5 (1.5) Up to 10 (3.0) 5 (1.5) Over 10 (3.0) up to 20 (6.0) 8 (2.4) Over 5 (1.5) up to 10 (3.0) Upto5(1.5) 8(2.4) Over 5 (1.5) up to 10 (3.0) 10 (3.0) Over 10 (3.0) up to 20 (6.0) 15 (4.5) Uncartoned Expanded Plastic IRAS(EO) Up to 5 (1.5) Up to 5 (1.5) 5 (1.5) Over 5 (1.5) up to 10 (3.0) 8 (2.4) Over 10 (3.0) up to 20 (6.0) 10 (3.0) Over 5(1.5) up to 10 (3.0) Up to 5 (1.5) 10 (3.0) Over 5 (1.5) up to 10 (3.0) 12 (3.6) Over 10 (3.0) up to 20 (6.0) 20 (6.0) IRAS(E) Up to 5 (1.5) Up to 10 (3.0) 5 (1.5) Over 10 (3.0) up to 20 (6.0) 8 (2.4) RACKS 'A' Over 5 (1.5) up to 10 (3.0) Up to 5 (1.5) 10 (3.0) RACKS ,Brs n, Over 5 (1.5) up to 10 (3.0) 12 (3.6) Over 10 (3.0) up to 20 (6.0) 15 (4.5) " When this distance is greatr Ulan Gt./ a tv.v ), see Section 2.3.3.7.3 for guidance. 2.3.4.8.2.2 Use the ceiling height indicated for an IRAS(E) arrangement when in -rack sprinklers are used in combination with horizontal barriers or when in -rack sprinklers are installed under solid shelves. 2.3.4.8.2.3 Balance the ceiling -level sprinkler system water demand with the in -rack sprinkler system water demand at the point where the two systems are connected. 2.3.4.9 Design Guidelines for Fire Protection Scheme 8-9A See Appendix A, Fire Protection Scheme 8-9A, for a description of the intent of this protection arrangement as well as an example of its use. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 27 c �U1 m Protection of Uncartoned Expanded Plastic Commodities in Open -Frame Storage Racks; No. of AS @ psi (bar) Dry System, Upright Sprinklers, 280°F (140°C) Standard Response L. N 10@ Y 0 c%J v 0 N v v 0 (t Oto O O 0, O Y v CV N O c") N_ NI O M !ac'4` V N_ N O O ��N`` v N R.,O (0 ��M11 '0 N c'.-3O M (D�va(n Y Y N- a0L?UaoC)�@),— N- 0. N e, N N C0 N N O (Oa Y Y ti 0 N /�� LJ. N (D .--. �/ v 'RI /�'� L/c0 O /�� v? LJv M (O Wet System, Upright Sprinklers, 160°F (70°C) Standard Response Y YY o o N cm.O O N o N o N O v.,`-- N O Y Y N- N- N co N N N N N <0 Y.'Y N' a N (O N N O cam') N (O N ((O1 Quick Response ,-,1w0 co Y y V 0 O O co v C O N © O N N OD @) N O O ...7.2. c0 v CV(n CVO V (O N Y Y V N V 1.(-3V N p N co V (V N V N N } O0 8- Y Y 0 , N 9 aUo N O �- 2 N �-21:N N- �N N UM7 Y vnV N' Q) N (O a N N 2 Q.) O+j N O voz, N t+j 2, Wet System, Pendent Sprinklers, 160°F (70°Cr Standard Response N O 41 (O N C, Y Y ti 0 (n O N @. '2 O O tipl V "' O N /� LJ O),-, O c, O /�� Ll O 0 c, O O co N Y Y v- O `"- N CO - O` N CO �� V- O ` N CO V- O----- N CO a V (0 N CO `- O Y Y a ,.0 N E O N O V ,--' N N V` ON M V N N M Quick Response �o .--3 O0.,N C Y c�6-? v0 0" V�IVvvN 0 c.„,O O V N O C Y Y OO a-* OO a'-'--v� cat a� N " v- a>a(`1 a- N N ('> Y -O__NTN N - N-2-N� N' W..--- -LT-- NN 't -(0 -p - t N c-o ( _.,63 .,....(O —0N c,,,,--E-,6<,.© Y Y .a.-.LID(O .o N 0 .c--0- cN- '0- N 0- N u1 , fv Y Y o O O "-' N [O N o O) O '--- N� u1 N2 0)... X C L E w (n v O co LO 0 N (n N 0 1 l_- ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 24 CO 1u Q), co S �H_ RACKS 'E' FM Global Property Loss Prevention Data Sheets Protection of Class 4 and Cartoned Unexpanded Plastic Commodities in Open -Frame Storage Racks; No. of AS @ psi (bar) Dry System, Upright Sprinklers, 280°F (140°C) Standard Response Y Y g0 N O ©0 N O 0 N O U� N LA p) LJ Y 0 N N O 0 "-‘1. O 0 N N O v N N 0 ,0 V Y @/ 4') N- V 0 N LA V, N N Y N o i. N N N U Wet System, Upright Sprinklers, 160°F (70°Cy Standard Response cs' Lr, ,0 YM Y _ N 0 CV _ s- O N • _ .N- O N N..p. T N c0 C Y aL), N -0 . au? - N N Na Y "". n N O ,. N Ln Quick Response CVW in LO0 Y Y //=�.,�1 V `- rr.0 v c0 /��"� V co ,-AN V co V N LD Ov V N Y ^ ) .- C) s-, .- M .- U) 0 N Y 4/ v .N- 0 f�-' cacv r 0 0 cy r_-0 V [") s'LOf) V 0 s- in yY'0o cv _ N s-0 Wet System, Pendent Sprinklers, 160°F (70°C) 1 Standard Response 7 ]Ne `Y CV -- CV 7 O r CJ-N- C N- CS `-D O a,O N 0-7 cv .- CO� Ur . CO yr ..O 0::: CD U� � tr...., CY' a Ltd O L/ s- 4S L10 V AC 0 Y Y N o r N— LOn Quick Response LAU YY N O N co fcv off... M ,--- U. .--. <//��p��'- c• h ^ N— N /c N /1D,.n —'. N N 2— 0 (,,�� v -: 2 NNCJr ]N[ r N ,�v r N(-�)' l—fit, y N dU1@Jv N .pN-'� O ccv@� gip`` O --LO4 N Y Y N 2 M - 1-) G") � � N-0) [- N-0) r... � N O '�' 4r7 , N O LA Oo0Ln0Ln0Ln�cn.0 O y Y w N a �Ln v v.- O ��1O v ,_�O CV _ ..-- 0. - .N- U7 " ��ti N LL7 <6va�@�vUa Y `1 `-- N O to Ln � N — In m . co :C co c o "a) ..., 0= 4j � O co O N n N O cm� O 1-) o Q N Ln �. a An acceptable alternative design is 8 @ 40 (2.8) when a 12 ft (3.6 m) maximum linear spacing is used. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. ATTACHMENT #6 RACK AREAS A-E FM HOSE DEMAND 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 52 Ta61e13,4,' FM Global Property Loss Prevention Data Sheets errmarad d .water 5u pt�ptrratton aslgn uideTines Sprinkler Type by Spacing No. of Sprinklers in Ceiling Design Hose Demand, gpm (U min) Duration, min Standard spacing Up to 12 250 (950) 60 13 to 19 500 (1,900) 90 20 or more 500 (1,900) 120 Extended -coverage Up to 6 250 (950) 60 a7 to 9 500 (1,900) 90 10 or more 500 (1,900) 120 When the maximum linear spacing is 12 ft (3.7 m), the hose demand can be 250 gpm (950 Umin) and the duration can be 60 minutes. 2.3.5.2 Hose Connections Provide permanent small hose lines (1-1/2 in. [40 mm]) not exceeding 100 ft (30 m) in length, capable of reaching all storage areas to aid in potential initial -stage firefighting as well as for after -extinguishment mop -up operations. Supply small hose lines from any of the following: a. A separate piping system for small hose stations, or b. Valved hose connections on sprinkler risers where such connections are made upstream from all sprinkler control valves, or c. Adjacent sprinkler systems, or d. Ceiling sprinklers in the protected area when separately controlled in -rack sprinklers are provided It may be preferable from an operations standpoint to locate hose stations on the ends of racks or storage piles rather than in aisles. In freezers, or other areas subject to freezing, consider the number, location, and arrangement of hose stations. 2.3.6 Special Applications 2.3.6.1 Ceiling -Only Sprinkler Protection for Class 1, 2 and 3 Commodities Protected by Dry -Pipe and Similar Sprinkler Systems for Ceiling Heights Over 30 ft (9.0 m) In addition to the protection design guidelines in Tables 2 and 7 for the protection of Class 1, 2, and 3 commodities by ceiling -level sprinklers on dry -pipe and similar sprinkler systems in storage areas having a maximum ceiling height of 30 ft (9.0 m) in Table 2 and 7, ceiling -level protection without the need for in -rack sprinklers is also available for these commodities for ceiling heights over 30 ft (9.0 m) and up to 55 ft (16.5 m) high in accordance with this section. 2.3.6.1.1 Acceptable storage arrangements include solid -piled, palletized, shelf, bin -box, and open -framed racks. Note that push -back type flow -through racks do not qualify as open frame racks for this protection guidance. 2.3.6.1.2 Use FM Approved, upright, standard -response ceiling -level Storage sprinklers having a nominal temperature rating of 280°F (140°C) on a tree -type dry -pipe or similar sprinkler system. Dry -pipe, non - interlocked pre -action and single -interlock pre -action sprinkler systems are acceptable for ambient temperatures that will not drop below 16°F (-9°C). For ambient temperatures that can drop below 16°F (-9°C) install sprinklers only on a refrigerated area sprinkler system that is in accordance with both Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, and Data Sheet 8-29, Refrigerated Storage. 2.3.6.1.3 If sprinkler protection will be installed using non -interlocked pre -action, single -interlocked pre -action or refrigerated -area sprinkler systems, follow the guidelines outlined in Data Sheet 5-48, Automatic Fire Detection, and Data Sheet 8-29, Refrigerated Storage, regarding the proper installation of the detection system that will be used for releasing the pre -action valve. 2.3.6.1.4 See Table 14a to determine the available ceiling -level sprinkler system design options for Class 1 and 2 commodities or Table 14b for Class 3 commodities. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. ATTACHMENT #7 ADDITIONAL PROTECTION REQUIREMENTS SECTION 3204 DESIGNATION OF HIGH -PILED STORAGE AREAS 3204.1 General. High piled storage areas, and portions of high piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class IV or high -hazard commodities. The designation of a high piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engine designation of a high -piled combustible tion thereof, is allowed to be based on than that of the highest class of commo limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engi- neering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contigu- ous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe systems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.9. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. HIGH -PILED COMBUSTIBLE STORAGE 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES .1 General. Fire protection and life safety features for piled storage areas shall be in accordance with Sections .2 through 3206.10. re 3206:3 Separation of "rgh piled storage areas. ligh-piled storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the Interna- tional Building Code. 3206.3.2 Multiple high -piled storage areas. Multiple high piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. 3206.3.2.1 Aggregate area. The aggregate of all high - piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hourfire barriers con- structed in accordance with Section 707 the Interna- tional Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1- hourfire protection rating. 3206.3.2.2 Multiclass high -piled storage areas. High - piled storage areas classified as Class I through IV not separated from high piled storage areas classified as high hazard shall utilize the aggregate of all high piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1-hour fire barriers shall be constructed in accordance with Section 707 of the International Build- ing Code. Openings in such fire barriers shall be pro- tected by opening protectives having a I -hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. es: required by 1 abj ii`the'dmost restricti e required by heat removal .F¢ all extend the ig/i piled storage �or=tions'o high '. otecfion es quire orage or storage ,` e 3206.2. 'design L. 2015 INTERNATIONAL FIRE CODE® 291 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to Liccnsc Agreement. No further reproductions authorized. Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley Klausbrucknerl. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. GENERAL REQUIREMENTS FOR STORAGE 13-127 12.1.3.4.8 If in -rack sprinklers are required for the actual storage height with an acceptable clearance to ceiling, in -rack sprinklers shall be installed as indicated by that criteria. 12.1.4* High Volume Low Speed (HVLS) Fans. 12.1.4.1 The installation of HVLS fans in buildings equipped with sprinklers, including ESFR sprinklers, shall comply with the following: (1) The maximum fan diameter shall be 24 ft (7.3 m). (2) The HVLS fan shall be centered approximately between four adjacent sprinklers. (3) The vertical clearance from the HVLS fan to sprinkler deflector shall be a minimum of 3 ft (0.9 m). (4) All HVLS fans shall be interlocked to shut down immedi- ately upon receiving a waterflow signal from the alarm system in accordance with the requirements of NFPA 72. 12.2* Hose Connections. 12.2.1 Small hose connections [11/2 in. (38 mm)] shall be provided where required by the authority havi in accordance with 8.17.5 for first -aid fire -filth haul operations. 12.2.2 Small hose connections shall not be r protection of Class I, II, III, and IV commoditi (3.7 m) or less in height. emote r. (2) The requirements of 12.3(1) shall not apply where the areas are separated by a barrier partition that is capable of preventing heat from a fire in one area from fusing sprin- klers in the adjacent area. The requirements of 12.3(1) shall not apply to the exten- sion of more demanding criteria from an upper ceiling level to beneath a lower ceiling level where the difference in height between the ceiling levels is at least 2 ft (0.6 m). 12.4* Wet Pipe Systems. 12.4.1 Sprinkler systems shall be wet pipe systems. 12.4.2* In areas that are subject to freezing or where special conditions exist, dry pipe systems and preaction systems shall be permitted to protect storage occupancies. 12.4.3 ESFR sprinklers shall only be permitted to be wet pipe systems. 12.5 Dry Pipe and Preaction Systems. 12.5.1 For dry pipe systems and preaction systems, the area of sprinkler operation shall be increased by 30 percent without revising the density. 12.5.2 Densities and areas shall be selected so that the final area of operation after the 30 percent increase is not greater than 3900 ft2 (360 m2). 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.20 gpm/ft2 (8.2 mm/min) or less, standard -response sprinklers with a K-factor of K-5.6 (80) or larger shall be permitted. (3) 12.6.2 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.20 gpm/ft.2 to 0.34 gpm/ft2 (8.2 mm/min to 13.9 mm/min), standard -response sprinklers with a nominal K-factor of K-8.0 (115) or larger shall be used. 12.6.3 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities greater than 0.34 gpm/ft2 (13.9 mm/min), standard -response spray sprinklers with a K-factor of K-11.2 (161) or larger that are listed for storage applications shall be used. 12.6.4* Unless the requirements of 12.6.5 are met, the re- quirements of 12.6.2 and 12.6.3 shall not apply to modifica- tions to existing storage application systems, using sprinklers with K factors of K 8.0 (115) or less. 2.s.5 Where applying the requirements of Fig- .1(b) and Figure 17.2.1.2.1(c) utilizing the de - of 0.6 gpm/ft2 per 2000 ft2 (24.4 mm/min per existing storage applications, the requirements all apply. e use of quick -response spray sprinklers for storage applications shall be permitted when listed for such use. 12.6.7 CMSA and ESFR sprinklers shall be permitted to pro- tect storage of Class I through Class IV commodities, plastic commodities, miscellaneous storage, and other storage as specified in Chapter 12 through Chapter 20 or by other NFPA standards. 12.6.7.1 ESFR sprinklers designed to meet any criteria in Chapter 12 through Chapter 20 shall be permitted to protect light and ordinary hazard occupancies. 12.6.7.2 Quick -response CMSA sprinklers designed to meet any criteria in Chapter 12 through Chapter 20 shall be permit- ted to protect light and ordinary hazard occupancies. 12.6.7.3 Standard -response CMSA sprinklers designed to meet any criteria in Chapter 12 through Chapter 20 shall be permitted to protect ordinary hazard occupancies. 12.6.8 The design figures indicate water demands for ordinary -temperature -rated and nominal high -temperature - rated sprinklers at the ceiling. 12.6.8.1 The ordinary -temperature design densities corre- spond to ordinary -temperature -rated sprinklers and shall be used for sprinklers with ordinary- and intermediate - temperature classification. 12.6.8.2 The high -temperature design densities correspond to high -temperature -rated sprinklers and shall be used for sprinklers having a high -temperature rating. 12.6.9 Ordinary- and intermediate -temperature sprinklers with K-factors of K-11.2 (161) or larger, where listed for stor- age, shall be permitted to use the densities for high - temperature sprinklers. 12.7 Discharge Considerations. 12.7.1 The water supply for sprinklers only shall be determined either from the density/area requirements of Chapter 12 through Chapter 20 or shall be based upon the room design method in accordance with Section 12.10, at the discretion of the designer. 2013 Edition 11FPP: wok i 1 HIGH -PILED COMBUSTIBLE STORAGE ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Sections 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the International Building Code. Openings in suchfire barri- ers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the auto- matic sprinkler system and other applicable fire protection shall be in accordance with the International Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage gr (3658 mm) but less than 15 feet (4572 m be in accordance with the fire protection forth in NFPA 13. Shelf storage 15 fe more in height shall be protected in an approved manner with special fire protection, such as in -rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Array. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the International Building Code. Openings in suchfire barri- ers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the auto- matic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the Interna- tional Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 1. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 13. 3208.3 Flue spaces. Flue spaces shall be provided in accor- dance with Table 3208.3. Required flue spaces shall be main- tained. 3208.3.1 Flue space protection. Where required by the code official, flue spaces required by Table 3208.3, in e-, double- or multiple -row rack storage installations be equipped with approved devices to protect the ired flue spaces. Such devices shall not be removed or ified. f32084 Columnprotee� protected in accoraccordance it tlmg columns 3208.5 Extra -high -rack storage systems. Approval of the fire code official shall be obtained prior to installing extra - high -rack combustible storage. 3208.5.1 Fire protection. Buildings with extra -high -rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra -high -rack combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fire protection features and fire department access, where required by the fire code offi- cial. SECTION 3209 AUTOMATED STORAGE 3209.1 General. Automated storage shall be in accordance with this section. 3209.2 Automatic sprinklers. Where automatic sprinklers are required by Table 3206.2, the building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 3209.3 Carousel storage. High piled storage areas having greater than 500 square feet (46 m2) of carousel storage shall be provided with automatic shutdown in accordance with one of the following: 1. An automatic smoke detection system installed in accordance with Section 907, with coverage extending 15 feet (4575 mm) in all directions beyond unenclosed carousel storage systems and that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. 2. An automatic smoke detection system installed in accordance with Section 907 and within enclosed car- ousel storage systems, that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. 3. A single dead -man -type control switch that allows the operation of the carousel storage system only when the operator is present. The switch shall be in the same 294 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley Klausbrucknerl. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-176 INSTALLATION OF SPRINKLER SYSTEMS Chapter 17 Protection of Rack Storage of Plastic and Rubber Commodities 17.1 General. 17.1.1 This chapter shall apply to storage of plastic and rubber commodities stored in racks. The requirements of Chapter 12 shall apply unless modified by this chapter. (See Section C.9.) 17.1.1.1 This chapter also shall be used to determine protec- tion for commodities that are not entirely GroupAplastics but contain such quantities and arrangements of Group A plastics that they are deemed more hazardous than Class IV commodi- ties. 17.1.2 Sprinkler Protection Criteria. 17.1.2.1* Plastic commodities shall be protected in accor- dance with Figure 17.1.2.1. (See Section C.21.) 17.1.2.2 The design criteria of Chapter 17 for single- and double -row rack storage of plastic commodities shall be appli- cable where aisles are 3.5 ft (1.07 m) or greater in width. 17.1.2.3 Storage with aisles less than 3.5 ft (1.07 m) shall be protected as multiple -row rack storage. 17.1.2.4 Group B plastics and free -flowing Group A plastics shall be protected the same as Class IV commodities. 17.1.2.5 Group C plastics shall be protected the same as Class 1II commodities. 17.1.2.6 Sprinkler protection criteria for the storage of materi- als on racks shall be in accordance with Section 17.2 for storage up to 25 ft (7.6 m) and Section 17.3 for storage over 25 ft (7.6 m). eria for Group A plastics shall be per- n of the same storage height and con - II, and IV commodities. ck storage in movable racks shall be anner as multipw le roracks. �liri" rr Plastics Group A Group B Class IV Cartoned, expanded or nonexpanded, and exposed, nonexpanded r Stable (see Chapter 17) Exposed, expanded (outside the scope of Chapter 17) Free -flowing Class IV FIGURE 17.1.2.1 Decision Tree. n 2013 Edition Group C Class III (1) In=rack spit 2 Sidewall'""s""nnklers'at"the-15 ft (4.6 m elevation,pointed" toward one side of the steel column (3) Provision of ceiling sprinkler density for a minimum of 2000 ft2 (186 m2) with ordinary temperature-- or high temperature —rated sprinklers as shown in Table 17.1.4.1 for storage heights above 15 ft (4.6 m) up to and includ- ing 20 ft (6.1 m) (4) Provision of CMSA or ESFR ceiling sprinkler protection Table 17.1.4.1 Ceiling Sprinkler Densities for Protection of Steel Building Columns Commodity Classification Aisle Width 4ft(1.2m) gpm/ft2 (L/min) /m2 gpm/ 8ft(2.4m) ft2 (L/min)/m2 Plastics 0.68 27.7 0.57 23.2 17.1.4.2 The flow from a column sprinkler(s) shall be per- mitted to be omitted from the sprinkler system hydraulic calculations. 17.1.5 Solid Shelf Rack. 17.1.5.1 Where solid shelving in single-, double-, and multiple -row racks exceeds 20 ft2 (1.86 m) but does not ex- ceed 64 ft2 (5.95 m2) in area, sprinklers shall not be required below every shelf, but shall be installed at the ceiling and be- low shelves at intermediate levels not more than 6 ft (2 m) apart vertically. (See Section C.11.) 17.1.5.2 Where solid shelving in single-, double-, and multiple -row racks exceeds 64 ft2 (5.95 m2) in area or where the levels of storage exceed 6 ft (2 m), sprinklers shall be in- stalled at the ceiling and below each level of shelving. 17.1.5.3 Where multiple -row racks of any height have no longi- tudinal flue or where double -row racks with storage up 25 ft (7.6 m) in height have no longitudinal flue, the situation shall not be considered solid shelves where transverse flues exist at maximum 5 ft (1.5 m) intervals and additional in -rack sprinklers shall not be required in accordance with 17.1.5.1 and 17.1.5.2. 17.1.5.4 The maximum horizontal spacing between in -rack sprinklers shall be 5 ft (1.5 m). Note: Cartons that contain Group A plastic material can be treated as Class IV commodities under the following conditions: (1) There shall be multiple layers of corrugation or equivalent outer material that would significantly delay fire involvement of the Group A plastic. (2) The amount and arrangement of Group A plastic material within an ordinary carton would not be expected to significantly increase the fire hazard. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 8 FM Global Property Loss Prevention Data Sheets 2.0 LOSS PREVENTION RECOMMENDATIONS 2.1 Construction and Location 2.1.1 General 2.1.1.1 Construct storage facilities in accordance with the relevant FM Global property loss prevention data sheets. See the 1-series data sheets for guidelines relevant to the construction features of most storage facili- ties. 2.1.1.2 Adhere to the recommendations in the relevant data sheet to ensure the construction features of the facility are compatible with the Storage sprinkler being used. 2.1.1.3 Properly anchor all rack storage structures to prevent them from falling over and, in turn, causing nearby racks to fall over (Le., creating a "domino" effect). Take into consideration the effects of rack loads, the additional load created by the collection or absorption of fire protection water by the stored commodity, the weight of water -filled, in -rack sprinkler piping (if provided), and any seismic conditions (see Data Sheet 1-2, Earthquakes). 2.1.1.4 Design rack -supported structures taking into consideration the effects of weather (wind, snow, rain, , seismic conditions (see Data Sheet 1-2, Earthquakes), and the additional load cre- or absorption of fire protection water by the stored commodity, the weight of water - (from ceiling or in -rack sprinklers), and any other loads to which the rack or structure eel CPumn Protec eying to r.;the design d;steel protection" lineis'da 2.1.3 Heat and Smoke Venting and Draft Curtains for tottrbiiffdingrcolluum 2.1.3.1 Heat and Smoke Venting See Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, for recommendations related to the use of heat and smoke venting in the presence of Storage sprinklers. 2.1.3.2 Draft Curtains See Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, for recommendations related to the use of draft curtains in the presence of Storage sprinklers. 2.2 Occupancy 2.2.1 General Storage arrangements vary among locations. In general, most storage arrangements can be classified as solid -piled, palletized, shelf, bin -box, or single -row, double -row, or multiple -row racks for the purpose of deter- mining fire protection requirements. Within this data sheet the design guidelines for solid -piled, palletized, shelf, or bin -box storage arrangements are consolidated into the same table for a given commodity hazard. Similarly, the design guidelines for single -row, double -row, and multiple -row storage racks are consoli- dated into the same table for a given commodity hazard. 2.2.1.1 For storage that will be maintained directly on the floor, refer to Data Sheet 1-24, Protection Against Liquid Damage, to minimize the exposure from sprinkler water discharge or other potential liquid releases. 2.2.2 Commodity Hazard 2.2.2.1 Use Data Sheet 8-1, Commodity Classification, to determine the types of commodity hazards located within a given storage area. 2.2.2.2 Base the protection for the storage area on the most severe commodity hazard present anywhere within that storage area. The commodity hazards for this data sheet are generally ranked from lowest haz- ard (Class 1) to highest hazard (uncartoned expanded plastic) as follows: ©2010 Factory Mutual Insurance Company. All rights reserved. Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley Klausbrucknerl. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-126 INSTALLATION OF SPRINKLER SYSTEMS in ESFR sprin- 11.3.3.2 For water curtains employing automatic sprinklers, the number of sprinklers calculated in this water curtain shall be the number in the length corresponding to the length par- allel to the branch lines in the area determined by 23.4.4.1.1. 11.3.3.3 If a single fire can be expected to operate sprinklers within the water curtain and within the design area of a hydrauli- cally calculated system, the water supply to the water curtain shall be added to the water demand of the hydraulic calculations and shall be balanced to the calculated area demand. 11.3.3.4 Hydraulic design calculations shall include a design area selected to include ceiling sprinklers adjacent to the wa- ter curtain. 11.3.4 Sprinlders Under Roof or Ceiling in Combustible Con- cealed Spaces of Wood Joist or Wood Truss Construction with Members 3 ft (914 mm) or Less on Center and Slope Having Pitch of 4 in 12 or Greater. 11.3.4.1 Where sprinkler spacing does not exceed 8 ft (2.5 m) measured perpendicular to the slope, the minimum sprinkler discharge pressure shall be 7 psi (0.5 bar). 11.3.4.2 Where sprinkler spacing exceeds 8 ft (2.5 m) mea- sured perpendicular to the slope, the minimum sprinkler dis- charge pressure shall be 20 psi (1.4 bar). 11.3.4.3 Hose stream allowance and water supply duration requirements shall be in accordance with those for light haz- ard occupancies in Table 11.2.3.1.2. Chapter 12 General Requirements for Storage 12.1 General. The requirements of Section 12.1 shall apply to all storage arrangements and commodities other than miscel- laneous storage (see Chapter 13) and as modified by specific sections in Chapter 14 through Chapter 20. 12.1.1 Roof Vents and Draft Curtains. See Section C.6. 12.1.1.1* Manually operated roof vents or automatic roof vents with operating elements that have a higher temperature classification than the automatic sprinklers shall be permitted. 12.1.1.2 Early su..ression fast -response ESFR) sprinklers shall not be us heat or smoke vents unless th : CEILING rated, standard - response oper 12.1.1.3* Draft kler systems. 12.1.1.3.1 Draft curtains separating ESFR sprinklers at system breaks or from control mode sprinklers or between hazards shall be permitted. (See 8.4.6.4.) 21 Ceflt ' Slk in Chapter 12sari; apply to,huilding 12.1.3* Building and Storage Height. 12.1.3.1 The maximum building height shall be measured to the underside of the roof deck or ceiling. 12.1.3.2 ESFR sprinklers shall be used only in buildings equal to, or less than, the height of the building for which they have been listed. n 2013 Edition 12.1.3.3 The sprinkler system design shall be based on the stor- age height and clearance to ceiling that routinely or periodically exist in the building and create the greatest water demand. Where storage is placed above doors, the storage height shall be calculated from the base of storage above the door. 12.1.3.4 Clearance to Ceiling. 12.1.3.4.1* The clearance to ceiling shall be measured in ac- cordance with 12.1.3.4.1.1 through 12.1.3.4.1.3. 12.1.3.4.1.1 For corrugated metal deck roofs up to 3 in. (76 mm) in depth, the clearance to ceiling shall be measured from the top of storage to the bottom of the deck. 12.1.3.4.1.2 For corrugated metal deck roofs deeper than 3 in. (76 mm), the clearance to ceiling shall be measured to the highest point on the deck. 12.1.3.4.1.3 For ceilings that have insulation attached di- rectly to underside of the ceiling or roof structure, the clear- ance to ceiling shall be measured from the top of storage to the bottom of the insulation and shall be in accordance with 12.1.3.4.1.3(A) or 12.1.3.4.1.3(B). (A) For insulation that is attached directly to the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to the underside of the insulation. (B) For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to a point half of the distance of the deflection from the insu- lation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (152 mm), the clearance to ceiling shall be measured from the top of storage to the high point of the insulation. 12.1.3.4.2 For spray sprinkler criteria where the clearance to ceiling exceeds those identified in this section, the require- ments of 12.1.3.4.3 through 12.1.3.4.8 shall apply. 12.1.3.4.3 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Chapters 14 and 15, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m). 12.1.3.4.4 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Section 16.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m) or providing one level of supplemental, quick - response in -rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.5 Where the clearance to ceiling exceeds 10 ft (3.1 m) for Section 16.3 or Section 17.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 10 ft (3.1 m) or providing one level of supplemental, quick - response in -rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.6 Where the clearance exceeds 10 ft (3.1 m) for Sec - lion 17.3, protection shall be based upon providing one level of supplemental, quick -response in -rack sprinklers located di- rectly below the top tier of storage and at every flue space intersection. 12.1.3.4.7 When applying the supplemental in -rack sprinkler option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable clearance to ceiling. 2-0 Installation Guidelines for Automatic Sprinklers Page 38 FM Global Property Loss Prevention Data Sheets Unless recommended otherwise in a relevant occupancy -specific data sheet, base the design of the mezzanine -level sprinkler protection on the height of the mezzanine and the occupancy located underneath it. 2.2.1.5.2 Solid Walkways Install quick -response sprinklers under solid walkways that have combustible construction and/or a combustible occupancy located below them. In addition, install quick -response sprinklers under solid walkways located between storage racks or similar structures. For solid walkways up to 4 ft (1.2 m) wide, install a single line of quick -response sprinklers down the center of the walkway on maximum 10 ft (3.0 m) linear spacing. For solid walkways over 4 ft (1.2 m) wide, install a line of quick -response sprinklers within 12 in. (300 mm) of the perimeter of the walkway on maximum 10 ft (3.0 m) linear spacing and 100 ft2 (9.0 m2) Ikway sprinklers as in -rack sprinklers and design in accordance with the relevant occupancy - sheet based on the commodity hazard located either under or adjacent to the solid walkway. .6 Ceiling Slope qE Unless recommended4t acceptableunder»s op� � henn{ise y the relevanf occupancy -specs d cellings as indicated 1n Table' „ Table '!4 rage-Sprirrkte'r: Slnhed `L aIunas ::_. Nominal RTI Rating of Sprinkler In -Rack Sprinklers Provided? Acceptable Ceiling Slope Quick -Response Yes or No Up to 10° Standard Response Rio r ip to t1 e,,, tr20t� For ceiling slopes that exceed the maximum indicated in Table 14, do one of the following: • Install a flat, continuous false ceiling (see Appendix A for definition) over the affected area and for 20 ft (6.0 m) beyond in all directions. Design the false ceiling in accordance with Data Sheet 1-12, Ceilings and Concealed Spaces, and ensure it can withstand a minimum uplift pressure of 3 lb/ft2 (14.4 kg/m2). Provide sprinkler protection beneath the false ceiling based on the recommendations in the relevant occupancy -specific data sheet, or • If the affected occupancy is rack storage, protect the storage racks based on the presence of excessive clearance as outlined in Data Sheet 8-9, Storage of Class 1, 2, 3, 4 and Plastic Commodities. For ceilings with a slope greater than 5°, locate sprinklers within 3 ft (0.9 m) of a ceiling's peak, measured horizontally along the slope of the ceiling. For ceiling slopes that exceed the maximum allowed, install a flat, continuous false ceiling (see Appendix A for definition) over the affected area and for 20 ft (6.0 m) beyond in all directions. Design the false ceiling in accordance with Data Sheet 1-12, Ceilings and Concealed Spaces, and ensure it can withstand a minimum uplift pressure of 3 lb/ft2 (14.4 kg/m2). Provide sprinkler protection beneath the false ceiling designed in accordance with the relevant occupancy -specific data sheet. For ceilings with a slope greater than 5°, locate sprinklers within 3 ft (0.9 m) of a ceiling's peak, measured horizontally along the slope of the ceiling. 2.2.1.7 Heat and/or Smoke Vents and Other Exhaust Openings at Ceiling Level 2.2.1.7.1 Heat and/or Smoke Vents Do not install automatic smoke and heat vents in facilities equipped with sprinkler protection; manual heat and smoke vents, however, are acceptable. If local codes require the installation of automatic smoke and heat vents, do one of the following: (a) Install vents that are FM Approved for occupancies protected by quick -response Storage sprinklers. ©2010-2014 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 10 FM Global Property Loss Prevention Data Sheets 2.2.3.2.2 Longitudinal flue spaces are not required in double -row racks; however, if they are provided, maintain a minimum net width of 3 in. (75 mm) throughout the vertical height of the rack. Longitudinal flue spaces are not required (1) for the storage tier located directly above in -rack sprinklers, or (2) when in -rack sprinklers are provided at every tier level. 2.2.3.2.3 Arrange rolled or similar types of commodities stored in racks so they cannot bulge into or encroach over flue spaces located directly below in -rack sprinklers. The exception to this is storage located directly above a level of in -rack sprinklers. If adequate flue spaces are difficult to maintain (e.g., loading of racks becomes haphazard during peak production), provide wire mesh and/or other physical means to ensure adequate flue spaces are always maintained. 2.2.3.2.4 Treat storage racks not having flue spaces as described above in Sections 2.2.3.2.1 through 2.2.3.2.3 as racks with solid shelves greater than 64 ft2 (6.0 m2) in area. 2.2.3.3 Solid -Piled, Palletized, Shelf, and Bin -Box Storage There are no recommendations regarding the minimum size and horizontal distance between flue spaces for this type of storage; however, arrange storage such that flue spaces that are provided are not blocked from water penetration. 2.2.4 Pallets 2.2.4.1 Use noncombustible or metal pallets whenever possible. 2.2.4.2 Include the combustibility of pallets in the overall commodity classification. Refer to Data Sheet 8-1, Commodity Classification, for a description of how this can be accomplished. 2.2.4.3 Protect the storage of idle pallets in accordance with the recommendations in Data Sheet 8-24, Idle Pallet Storage. 2.2.5 Special Storage Considerations 2.2.5.1 Open -Top, Five -Sided Containers Maintained in Storage Racks Open -top, five -sided containers will collect sprinkler water, keeping it from running across the top of storage and down the flues. This will prevent water penetration to the fire in the lower levels where it is needed. Rack collapse may also occur if too much water is collected. 2.2.5.1.1 Open -top, five -sided, noncombustible containers do not need special consideration when: 1) They are located on the top tier of the storage rack, and all storage located below them is also in noncombustible containers, or 2) They are all located on the bottom tier of the storage rack, or 3) They are provided with either wire mesh siding or large uniform openings along the bottom perimeter of each container, such that all water that enters the container will leave the container at the same flow rate and discharge evenly into the flue spaces. For this option to apply, storage within the container cannot be water absorbent nor be capable of blocking any of the container holes, or rmixed with storage in combustible containers, they are not located on the top tier of , and they do not extend into the transverse flue spaces. ditions is met, see Sections 2.2.5.1.3 and 2.2.5.1.4 to determine how to account for the ontainers within storage racks. stible containe re -not flue spaces, or special "consideration y 3) They are provided with either wire mesh siding or large uniform openings along the bottom perimeter of each container, such that all water that enters the container will leave the container at the same flow rate and discharge evenly into the flue spaces. For this option to apply, storage within the container cannot be water absorbent nor be capable of blocking any of the container holes, or ©2010-2015 Factory Mutual Insurance Company. All rights reserved. ATTACHMENT #8 ALARM/MONITORING 1 1 1 1 FIRE PROTECTION SYSTEMS matic wet standpipe system, sprinklers shall be supplied by the standpipe system. Where a limited area sprinkler system is installed in a building without an automatic wet standpipe system, water shall be permitted to be supplied by the plumbing system provided that the plumbing sys- tem is capable of simultaneously supplying domestic and sprinkler demands. 903.3.8.4 Supervision. Control valves shall not be installed between the water supply and sprinklers unless the valves are of an approved indicating type that are supervised or secured in the open position. 903.3.8.5 Calculations. Hydraulic calculations in accor- dance with NFPA 13 shall be provided to demonstrate that the available water flow and pressure are adequate to supply all sprinklers installed in any single fire area with discharge densities corresponding to the hazard classifi- cation. comnierclal kitchen hoods, paintr chat are sealed or ock and 1Vd1v 5 ress' luge spririkler sys e apen piisi.„ 3 41 lYpnst©r>tr1gAlaitt super soryana�ouble ill b dis# iutl „iltfferea antf� ali be,automa ically 1 Ete o" apprr�v supervrstng slat►oti' r, rof d byothe � e ode affix ire mall sound an a nalata°eo�raklyattenllv�tron 1 cey" oriub valvsin road*ay he",ntuiricipaltty irpublic"utili we'd to be nnorutored t ,y ventmon de ice test"valve s loed in l a,SprznkIer system pingcat�shall e locked to tlie!peaos►taonIn csccupanci:es equ►red`to be equipped►thre alarm system, r 42 Alarms: eterior1'ot; tle fleeted `tt�e r watei o al ulval iity' sliest` onftce,i,s ;1#i�Stelit +iS �I7 1n 'acct7t= uncrated o ate on nshall be-44 903.5 Testing and maintenance. Sprinkler systems shall be tested and maintained in accordance with Section 901. 903.6 Where required in existing buildings and structures. An automatic sprinkler system shall be provided in existing buildings and structures where required in Chapter 11. SECTION 904 ALTERNATIVE AUTOMATIC FIRE -EXTINGUISHING SYSTEMS 904.1 General. Automatic fire -extinguishing systems, other than automatic sprinkler systems, shall be designed, installed, inspected, tested and maintained in accordance with the provi- sions of this section and the applicable referenced standards. 904.1.1 Certification of service personnel for fire -extin- guishing equipment. Service personnel providing or con- ducting maintenance on automatic fire -extinguishing systems, other than automatic sprinkler systems, shall pos- sess a valid certificate issued by an approved governmental agency, or other approved organization for the type of sys- tem and work performed. 904.2 Where permitted. Automatic fire -extinguishing sys- tems installed as an alternative to the required automatic sprin- kler systems of Section 903 shall be approved by thefrre code ofcial. 904.2.1 Restriction on using automatic sprinkler system exceptions or reductions. Automatic fire -extinguishing systems shall not be considered alternatives for the purposes of exceptions or reductions allowed for automatic sprinkler systems or by other requirements of this code. 904.2.2 Commercial hood and duct systems. Each required commercial kitchen exhaust hood and duct system required by Section 609 to have a Type I hood shall be pro- tected with an approved automatic fire -extinguishing sys- tem installed in accordance with this code. 904.3 Installation. Automatic fire -extinguishing systems shall be installed in accordance with this section. 904.3.1 Electrical wiring. Electrical wiring shall be in accordance with NFPA 70. 904.3.2 Actuation. Automatic fire -extinguishing systems shall be automatically actuated and provided with a manual means of actuation in accordance with Section 904.11.1. 1 1 112 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #9 BUILDING ACCESS - DOORS & ROADS HIGH -PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS COMMODITY CLASS SIZE OF HIGH -PILED STORAGE AREA' (square feet) (see Sections 3206.2 and 3206.4) ALL STORAGE AREAS (See Sections 3206, 3207 and 3208)b Automatic fire- Fire detection extinguishing system system (see Section (see Section 3206.5) 3206.4) Smoke and heat removal (see Section 3206.7) SOLID -PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE (see Section 3207.3) Maximum pile dimension` (feet) Maximum permissible storage height' (feet) Maximum pile volume (cubic feet) T-Tv 0-500 501-2,500 2,501-12,000 Public accessible Not Required' Not Required' Not Required Yes' Yes Not Required Nct Required` Nct Required` Nc t Required` Not Required Not Required Not Required Not Required Not Required Not Required 100 40 100,000 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 1) Yes Not Required Not Required` Not Required 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 2) Not Required' Yes Yes Yes' 100 30r 200,000 12,001-20,000 Yes Not Required Yes Ye& 100 40 400,000 20,001-500,000 Yes Not Required Yes Ye& 100 40 400,000 Greater than 500,000g 0-500 501-2,500 Public accessible 501-2,500 Nonpublic accessible (Option 1) 501-2,500 Nonpublic accessible (Option 2) 300,001-500,000g' h Yes Not Required' Yes Yes Not Required' Yes Not Required Not Required Not Required Not Required Yes Not Required, Not Required Yes Net Required` Nct Required` Nc t Requn-ed` Yes Yes' Not Required Not Required Not Required Ye& Yes' Yes' 100 50 50 50 50 50 50 40 Not Required 30 30 20 30 30 400,000 Not Required 75,000 75,000 50,000 75,000 75,000 For SI: 1 foot = 304.8 mm, 1 cubic foot = 0.02832 m3, 1 square foot = 0.0929 m2. a. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high -piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. b. For aisles, see Section 3206.9. c. Piles shall be separated by aisles complying with Section 3206.9. d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official. See Chapters 51 and 57 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. 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 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 Section 706 the International Building Code shall be used to divide high -piled storage exceeding 500,000 square feet in area. i. Not required where an automatic fire -extinguishing system is designed and installed to protect the high -piled storage area in accordance with Sections 3207 and 3208. j. Not required where storage areas are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m • s)'° or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with NFPA 13. 292 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. 1 ncy4ts proposed.`` cess Ctoors itt exi 3206.4.1 Pallets. Automatic sprinkler system require- ments based upon the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with UL 2335 or FM 4996 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high piled storage area. The system shall be monitored and be in accordance with Section 907. j »cress ao rs. ; Iere utv air ble 3206 2;-ire de artmeut tar ed an ,accordance ithtlais" section e accessible without ibe use ofaad umber ni,it ©i siailt ;be of frai access' is. require adrs.: shah ess°-aodrsN of les 00 :linear, ace requ redfire apparatus accessroads T' ess oorsushall be distributed uch,that t nee between adjacent access doors does n Ie5t 30 480 mm)Q, won I'he li ar dis anc�e rbetween adjace ess%doors is allo*ed "to" d :100 feet 30 excee m extst111g.bitlil ngs where rio am. le nwnber and 480 ge`�tn occu-. strlbution:,of sun ,buildings shall beeappr"it ei 5 aifilcss itppr�red. "" ��� sy 6.6.13 Lbcki n g %vice ices" saal (lei sed, ng 3206.7 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.8 Fire department hose connections. Where exit pas- sageways are required by the International Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.9 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high -piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206.9.1 through 3206.9.3. Aisles separating HIGH -PILED COMBUSTIBLE STORAGE storage piles or racks shall comply with NFPA 13. Aisles shall also comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed when approved. 3206.9.1 Width. Aisle width shall be in accordance with Sections 3206.9.1.1 and 3206.9.1.2. Exceptions: 1. Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. 2. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.9.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high -hazard commodi- ties. Exception: Aisles in high piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to con- tain high -hazard commodities, are protected by a sprinkler system designed for multiple -row racks of high -hazard commodities shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. 3206.9.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.9.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.9.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.10 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID -PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- 2015 INTERNATIONAL FIRE CODE® 293 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul! 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. Part III —Building and Equipment Design Features CHAPTER 5 FIRE SERVICE FEATURES SECTION 501 GENERAL 501.1 Scope. Fire service features for buildings, structures and premises shall comply with this chapter. 501.2 Permits. A permit shall be required as set forth in Sec- tions 105.6 and 105.7. 501.3 Construction documents. Construction documents for proposed fire apparatus access, location of fire lanes, security gates across fire apparatus access roads and construction doc- uments and hydraulic calculations for fire hydrant systems shall be submitted to the fire department for review and approval prior to construction. 501.4 Timing of installation. Where fire apparatus access roads or a water supply for fire protection are required to be installed, such protection shall be installed and made service- able prior to and during the time of construction except when approved alternative methods of protection are provided. Temporary street signs shall be installed at each street inter- section where construction of new roadways allows passage by vehicles in accordance with Section 505.2. SECTION 502 DEFINITIONS 502.1 Definitions. The following terms are defined in Chap- ter 2: AGENCY. FIRE APPARATUS ACCESS ROAD. FIRE COMMAND CENTER. FIRE DEPARTMENT MASTER KEY. FIRE LANE. KEY BOX. TRAFFIC CALMING DEVICES. GTiON 50 RE APPAI'ATUSACC 50required ovided and rnaititai ugh 503 1 3 5031 1 Buildings an access roads shall bPry e or. portion off b Into- or ithirtig jp road shall comply nd shall,extend, to ithi "Additional"a cess 1zedo require more tha used n tie potential or ✓ehicle congestion. ticondi ions° r'otheryfacto`rs that'c 03.1< 3`' l3>tgh p led, stor iccess to buildings used `f zge shall cly wttk� the ;a 1312°,Specµ cations it api st2lled ,:and - rran d ri -'aCcc rough 503 2 03 2.:1 Dimensions. F r're ale an unobstc�ted v c th i1m),'exclusive o fsiiou1der gates n accordance with tructed vertical,ciearance o (4115ntn) 503 2.2 Authority Thef,r author typo require or perm ccess widths Where they are pera ions or Where neces objectives of tale jurisdiction:' a i Jeations to 1e r qulreti radecjuate for firo ter •escue, ded >Ilrhes Appr v i fire apparatus orkevery faciIity,.bu ding ereafter. constructed or moved; Ion. The re apparatus ,access; e, requirerrtents f this section 0 feet i4 72{i mint of all. for-E 2015 INTERNATIONAL FIRE CODE® 69 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. FIRE SERVICE FEATURES 3.2.3 Surface Aire ` signed aud`tnaintar`e e appara hal ather driv ng capab Turning radio; e'at)tiaraftiS° access ti7` accordance surfaces shall.b`e esigiiei the imposed loads wfy t ill be poster at otli en by thejre code official for etnergencyve „,„cle``;us not desJgned,for such-u signs, nr both r uired by the 503.t7 Grade shall be'�vithI Clal based oil 503.3. y 4pp0red :s include the word ;provided fortre ap -,'OrOiliibitthelibsttvc€ n there lanes are designatedi ha11h-be°maintained blecondition of ail�tri an ""eplaeei necessary to pratnlea 503.f4,„,Obstruction o apparatus�aecess;r' ncluda►3g'.tlie Tar hp clearanceestafilishe " •b m e aintained of%all tii 50,3 41 ra c calming devices T ra' c; fall ,be pi ohibi'ted"tinless4ppr�oved _by t .: Lained elevat aratus acees the re`coaa pparatus`a ac pproh afittrcieparture or$2treaccessro; l,betwithtn;the limits establislid by there code,o based oritefire departraei�t'sUapparatus ;`y '. »"; -503 5 Required gates authorized° to' require i=<gates of other appr access roads, trails or'p streets,, alleys or lugh�vays:Electric gate ope atbr;! hexe""" 505.1 Address identification. New and existing buildings provided {sl ail«l e;.Jisie� in accordance ,,,with UL• 325; Gates s roads to rdenti of Tj e iueat , l: at11s accessadlal eaurity.'gates are, Jn eanss�f etI'i�rg��C3T gen cy�p e r a„, p a, sha 1 1 lee rtc gate„operat% en for;,,a ito- stalled arcades lie; n e code o e installation an 1antenance;of; " ii anicaaes across et accessways ai3Pg tus ,, tiding public intended for automatte operation shall -be : designed on structed and installed to comply with the requirements'al oT ASTIv1 F 2200. 44" 503.5.1 Secured gates and barricades. Where required;;"' gates and barricades4shall be secured in an approved man- SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS 504.1 Required access. Exterior doors and openings required by this code or the International Building Code shall be maintained readily accessible for emergency access by the fire department. An approved access walkway leading from fire apparatus access roads to exterior openings shall be pro- vided when required by the fire code official. 504.2 Maintenance of exterior doors and openings. Exte- rior doors and their function shall not be eliminated without prior approval. Exterior doors that have been rendered non- functional and that retain a functional door exterior appear- ance shall have a sign affixed to the exterior side of the door with the words THIS DOOR BLOCKED. The sign shall con- sist of letters having a principal stroke of not less than 3/, inch (19.1 mm) wide and not less than 6 inches (152 mm) high on a contrasting background. Required fire department access doors shall not be obstructed or eliminated. Exit and exit access doors shall comply with Chapter 10. Access doors for high piled combustible storage shall comply with Section 3206.6.1. 504.3 Stairway access to roof. New buildings four or more stories above grade plane, except those with a roof slope greater than four units vertical in 12 units horizontal (33.3- percent slope), shall be provided with a stairway to the roof. Stairway access to the roof shall be in accordance with Sec- tion 1011.12. Such stairway shall be marked at street and floor levels with a sign indicating that the stairway continues to the roof. Where roofs are used for roof gardens or for other purposes, stairways shall be provided as required for such occupancy classification. SECTION 505 PREMISES IDENTIFICATION shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each 70 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. 5-35VHd 00V ;61oz16zI6 S 60 z 0 i +s:ww.•.wm_x..�..:,...�•_..;.�,�, N+xa0s sr z s a"' ,a:®1 , j •` 6 in, 'N,s __. _._.. _...... 4 LSO 1 Z 6 6)-3dA1000 0351A3N 6 16 16 LV9 S3S1Hd 03SIA3N 6 1916 gg5535VHd 010351A3H'. 6loi bl 1 le b f i ,! wt :US)©ES [.... N,1020 [S [[ -t•'oll'6No11a1o53SVVO1S ,• 1VNOU NN3INI _ ..>:�n�.�-„x ua na SI c++� [ ■G1A reL�t S3 1.S19Q1 SS.A.SAIW i 4.1 'ON JNINIHtl0 0DOZI6LQZ • 1N3L433Y1d3LI R9V11 Z-N®1dO N(l.1vA113.1,11111NV1'WNV1.1l11H11 I HY.0Aif1 61066619 I ATTACHMENT # 10 SMOKE & HEAT VENTS HIGH -PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS COMMODITY CLASS SIZE OF HIGH -PILED STORAGE AREA' (square feet) (see Sections 3206.2 and 3206.4) ALL STORAGE AREAS (See Sections 3206, 3207 and 3208)b SOLID -PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE (see Section 3207.3) Automatic fire - extinguishing system (see Section 3206.4) Fire detection system (see Section 3206.5) Building access (see Section 3206.6) Smoke and `: :beat removal 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 501-2,500 Not Required' Yes' Not Required' Not Required 100 40 100,000 2,501-12,000 Public accessible Yes Not Required Not Required' Not Required 100 40 400,000 2,501-12,000 Nonpublic accessible (Option I) Yes Not Required Not Required` Not Required 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 2) Not Required' Yes Yes Yes' 100 30r 200,000 12,001-20,000 Yes Not Required Yes Yes' 100 40 400,000 20,001-500,000 Yes Not Required Yes Yes' 100 40 400,000 Greater than 500,000' Yes Not Required Yes Yes' 100 40 400,000 0-500 501-2,500 Public accessible 501-2,500 Nonpublic accessible (Option 1) 501-2,500 Nonpublic accessible (Option 2) 300,001-500,000'' h Not Required' Yes Yes Not Required' Yes Yes Not Required Not Required Not Required Yes Not Required Not Required Not Required' Not Required' Not Required' Yes Yes Yes Not Required N<t Required Not Required Yes' Yes' 50 50 50 50 50 50 Not Required 30 30 20 30 30 Not Required 75,000 75,000 50,000 75,000 75,000 For SI: 1 foot = 304.8 mm, 1 cubic foot = 0.02832 m', 1 square foot = 0.0929 m2. a. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high -piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. b. For aisles, see Section 3206.9. c. Piles shall be separated by aisles complying with Section 3206.9. d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the tire code official. See Chapters 51 and 57 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 I shall be used. 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 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 Section 706 the /mernarional Building Code shall be used to divide high -piled storage exceeding 500,000 square feet in area. i. Not required where an automatic fire -extinguishing system is designed and installed to protect the high -piled storage area in accordance with Sections 3207 and 3208. Not required where storage areas are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m • s)'a or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with NFPA 13. 292 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. [BF] 909.21.1 Pressurization requirements. Elevator hoistways shall be pressurized to maintain a minimum positive pressure of 0.10 inch of water (25 Pa) and a maxi- mum positive pressure of 0.25 inch of water (67 Pa) with respect to adjacent occupied space on all floors. This pres- sure shall be measured at the midpoint of each hoistway door, with all elevator cars at the floor of recall and all hoistway doors on the floor of recall open and all other hoistway doors closed. The pressure differential shall be measured between the hoistway and the adjacent elevator landing. The opening and closing of hoistway doors at each level must be demonstrated during this test. The sup- ply air intake shall be from an outside, uncontaminated source located a minimum distance of 20 feet (6096 mm) from any air exhaust system or outlet. Exceptions: 1. On floors containing only Group R occupancies, the pressure differential is permitted to be mea- sured between the hoistway and a dwelling unit or sleeping unit. 2. Where an elevator opens into a lobby enclosed in accordance with Section 3007.6 or 3008.6 of the International Building Code, the pressure differ- ential is permitted to be measured between the hoistway and the space immediately outside the door(s) from the floor to the enclosed lobby. 3. The pressure differential is permitted to be mea- sured relative to the outdoor atmosphere on floors other than the following: 3.1. The fire floor. 3.2. The two floors immediately below the fire floor. 3.3. The floor immediately above the fire floor. 4. The minimum positive pressure of 0.10 inch of water (25 Pa) and a maximum positive pressure of 0.25 inch of water (67 Pa) with respect to occupied floors is not required at the floor of recall with the doors open. (BF] 909.21.1.1 Use of ventilation systems. Ventila- tion systems, other than hoistway supply air systems, are permitted to be used to exhaust air from adjacent spaces on the fire floor, two floors immediately below and one floor immediately above the fire floor to the building's exterior where necessary to maintain posi- tive pressure relationships as required in Section 909.21.1 during operation of the elevator shaft pressur- ization system. [BF] 909.21.2 Rational analysis. A rational analysis com- plying with Section 909.4 shall be submitted with the con- struction documents. [BF] 909.21.3 Ducts for system. Any duct system that is part of the pressurization system shall be protected with the same fire -resistance rating as required for the elevator shaft enclosure. FIRE PROTECTION SYSTEMS [BF] 909.21.4 Fan system. The fan system provided for the pressurization system shall be as required by Sections 909.21.4.1 through 909.21.4.4. [BF] 909.21.4.1 Fire resistance. Where located within the building, the fan system that provides the pressur- ization shall be protected with the same fire -resistance rating required for the elevator shaft enclosure. [BF] 909.21.4.2 Smoke detection. The fan system shall be equipped with a smoke detector that will auto- matically shut down the fan system when smoke is detected within the system. (BF] 909.21.4.3 Separate systems. A separate fan sys- tem shall be used for each elevator hoistway. [BF] 909.21.4.4 Fan capacity. The supply fan shall be either adjustable with a capacity of not less than 1,000 cfm (0.4719 m3/s) per door, or that specified by a regis- tered design professional to meet the requirements of a designed pressurization system. [BF] 909.21.5 Standby power. The pressurization system shall be provided with standby power in accordance with Section 604. [BF] 909.21.6 Activation of pressurization system. The elevator pressurization system shall be activated upon acti- vation of either the building fire alarm system or the eleva- tor lobby smoke detectors. Where both a building fire alarm system and elevator lobby smoke detectors are pres- ent, each shall be independently capable of activating the pressurization system. [BF] 909.21.7 Testing. Testing for performance shall be required in accordance with Section 909.18.8. System acceptance shall be in accordance with Section 909.19. [BF] 909.21.8 Marking and identification. Detection and control systems shall be marked in accordance with Section 909.14. [BF] 909.21.9 Control diagrams. Control diagrams shall be provided in accordance with Section 909.15. [BF] 909.21.10 Control panel. A control panel comply- ing with Section 909.16 shall be provided. [BF] 909.21.11 System response time. Hoistway pressur- ization systems shall comply with the requirements for smoke control system response time in Section 909.17. SECTION 910 SMOKE AND HEAT REMOVAL 910.1 General. Where required by this code, smoke and heat vents or mechanical smoke removal systems shall conform to the requirements of this section. 91U 2 Whei a reglrednoke nd heat v e ',cal- smoke feinoval sYst m`s J be install Secttons 910.2.1' xceptians: 1. Frozen food warehouses used solely for storage of Class I and 1I commodities where protected by an approved automatic sprinkler system. 2015 INTERNATIONAL FIRE CODE® 139 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. FIRE PROTECTION SYSTEMS 1 2. Smoke and heat removal shall not be required in areas of buildings equipped with early suppression fast -response (ESFR) sprinklers. 3. Smoke and heat removal shall not be required in areas of buildings equipped with control mode spe- cial application sprinklers with a response time index of 50 (m • S)'°Z or less that are listed to control a fire in stored commodities with 12 or fewer sprin- klers. 910.2.1 Group F-1 or S-1. Smoke and heat vents installed in accordance with Section 910.3 or a mechanical smoke removal system installed in accordance with Section 910.4 shall be installed in buildings and portions thereof used as a Group F-1 or S-1 occupancy having more than 50,000 square feet (4645 m2) of undivided area. In occupied por- tions of a building equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, where the upper surface of the story is not a roof assembly, a mechanical smoke removal system in accordance with Section 910.4 shall be installed. Exception: Group S-1 aircraft repair hangars. 910.2.2 High=piled,eombustible storage: Srnokeand heat removal required by Tab1e!,3,206.2xfor buildings and poi tions ''thereofcontaining high -piled'' combusttbl ,storage shall be installed 1.m. accordance with Section 911134 r( unsprinklered buildings. In buildings and,ortions thereat. containing high -piled combustible stoxage,,equipped throughout with an:uutoMillie sprinkler system accor ance withSection 903.3:1.1, a smoke apci heat removal ystem shall be installed i ccordance'witli Section 910.3 or 910.4 In occupied pins .of a building equipped throughout with an automatic sprinkler system in accor- dance with Section 903.3.1 1 where the upper surface of the story is -not a roof assemblya mechanical smoke, removal system incordance with Section ,910.4,shall be I - installed. 910.3 Smoke and heat vents. The design a id installation of smoke and heat vents shall he in accordance with Sectins 910.3.1 through,,910 3 3_ 910.3.1 Listing and, labeling. Smoke and beat ventsAV be listed and labeled to indicate compliance with UL 793 or FM 4430, 914.3.2 Smoke and heat vent locations. Smoke and hea vents shall be located 20 feet (6096 rii),or more fro"' adjacent lot lines and fire walls and 10 feet (3048 5nm)"m morefrom fire; barriers Vents. 'shall be ui�t formly located within the roof in the areas of the building where the vents are required to be installed_lliy.Section 910:2, with consid7 eration givento roof. itch, sprinkler °;location and struc� tural members. 910.3.3 Sinoke and heat vents area. The required aggre- gate area ofsmoke and heat vents shall be calculated as follows: For buildings equipped, throughout with an automatic sprinkler system in accordance with Section 903 .11: A,X = I/19000 (Equation 9-4) where: The required aggregate vent, area,{ft2). 1 = V©lume () of the area that requires removal. For unspritiiclered',buildings: ,yx At i/50 moke (Equation 9-5 gate +er t area,(ftt). The area'cr e=dfloor inatlle area that requires smoke removal. _ . 910.4 Mechanical smoke removal systems. Mechanical smoke removal systems shall be designed and installed in accordance with Sections 910.4.1 through 910.4.7. 910.4.1 Automatic sprinklers required. The building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 910.4.2 Exhaust fan construction. Exhaust fans that are part of a mechanical smoke removal system shall be rated for operation at 221°F (105°C). Exhaust fan motors shall be located outside of the exhaust fan air stream. 910.4.3 System design criteria. The mechanical smoke removal system shall be sized to exhaust the building at a minimum rate of two air changes per hour based upon the volume of the building or portion thereof without contents. The capacity of each exhaust fan shall not exceed 30,000 cubic feet per minute (14.2 m3/sec). 910.4.3.1 Makeup air. Makeup air openings shall be provided within 6 feet (1829 mm) of the floor level. Operation of makeup air openings shall be manual or automatic. The minimum gross area of makeup air inlets shall be 8 square feet per 1,000 cubic feet per minute (0.74 m2 per 0.4719 m3/s) of smoke exhaust. 910.4.4 Activation. The mechanical smoke removal sys- tem shall be activated by manual controls only. 910.4.5 Manual control location. Manual controls shall be located so as to be accessible to the fire service from an exterior door of the building and protected against interior fire exposure by not less than 1-hour fire barriers con- structed in accordance with Section 707 of the Interna- tional Building Code or horizontal assemblies constructed in accordance with Section 711 of the International Build- ing Code, or both. 910.4.6 Control wiring. Wiring for operation and control of mechanical smoke removal systems shall be connected ahead of the main disconnect in accordance with Section 701.12E of NFPA 70 and be protected against interior fire exposure to temperatures in excess of 1,000°F (538°C) for a period of not less than 15 minutes. 910.4.7 Controls. Where building air -handling and mechanical smoke removal systems are combined or where independent building air -handling systems are pro- vided, fans shall automatically shut down in accordance with the International Mechanical Code. The manual con- trols provided for the smoke removal system shall have the i 140 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21. 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACH 1 MENT # 11 PORTABLE FIRE EXTINGUISHERS FIRE PROTECTION SYSTEMS located as required for Class I standpipes in Section 905.4 and shall have Class II hose connections as required in Sec- tion 905.5. 905.6.1 Protection. Risers and laterals of Class III stand- pipe systems shall be protected as required for Class I sys- tems in accordance with Section 905.4.1. 905.6.2 Interconnection. In buildings where more than one Class III standpipe is provided, the standpipes shall be interconnected in accordance with NFPA 14. 905.7 Cabinets. Cabinets containing fire -fighting equipment, such as standpipes, fire hose, fire extinguishers or fire depart- ment valves, shall not be blocked from use or obscured from view. 905.7.1 Cabinet equipment identification. Cabinets shall be identified in an approved manner by a permanently attached sign with letters not less than 2 inches (51 mm) high in a color that contrasts with the background color, indicating the equipment contained therein. Exceptions: 1. Doors not large enough to accommodate a writ- ten sign shall be marked with a permanently attached pictogram of the equipment contained therein. 2. Doors that have either an approved visual identi- fication clear glass panel or a complete glass door panel are not required to be marked. 905.7.2 Locking cabinet doors. Cabinets shall be unlocked. Exceptions: 1. Visual identification panels of glass or other approved transparent frangible material that is easily broken and allows access. 2. Approved locking arrangements. 3. Group 1-3 occupancies. 905.8 Dry standpipes. Dry standpipes shall not be installed. Exception: Where subject to freezing and in accordance with NFPA 14. 905.9 Valve supervision. Valves controlling water supplies shall be supervised in the open position so that a change in the normal position of the valve will generate a supervisory signal at the supervising station required by Section 903.4. Where a fire alarm system is provided, a signal shall be trans- mitted to the control unit. Exceptions: 1. Valves to underground key or hub valves in road- way boxes provided by the municipality or public utility do not require supervision. 2. Valves locked in the normal position and inspected as provided in this code in buildings not equipped with a fire alarm system. 905.10 During construction. Standpipe systems required during construction and demolition operations shall be pro- vided in accordance with Section 3313. 905.11 Existing buildings. Where required in Chapter II, existing structures shall be equipped with standpipes installed in accordance with Section 905. Exception: In Group R-2 occupancies, portable fire extinguishers shall be required only in locations specified in Items 2 through 6 where each dwelling unit is provided with a portable fire extinguisher having a minimum rating of 1-A:10-B:C. 2. Within 30 feet (9144 mm) of commercial cooking equipment. 3. In areas where flammable or combustible liquids are stored, used or dispensed. 4. On each floor of structures under construction, except Group R-3 occupancies, in accordance with Section 3315.1. 6. Special -hazard areas, including but not limited to labo- ratories, computer rooms and generator rooms, where required by the fire code official. 906.2 General requirements. Portable fire extinguishers shall be selected, installed and maintained in accordance with this section and NFPA 10. Exceptions: 1. The distance of travel to reach an extinguisher shall not apply to the spectator seating portions of Group A-5 occupancies. 2. Thirty -day inspections shall not be required and maintenance shall be allowed to be once every 3 years for dry -chemical or halogenated agent portable fire extinguishers that are supervised by a listed and approved electronic monitoring device, provided that all of the following conditions are met: 2.1. Electronic monitoring shall confirm that extinguishers are properly positioned, prop- erly charged and unobstructed. 2.2. Loss of power or circuit continuity to the electronic monitoring device shall initiate a trouble signal. 1 118 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbtuckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. 1 TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS SECTION SUBJECT 303.5 Asphalt kettles 307.5 Open burning 308.1.3 Open flames -torches 309.4 Powered industrial trucks 2005.2 Aircraft towing vehicles 2005.3 Aircraft welding apparatus 2005.4 Aircraft fuel -servicing tank vehicles 2005.5 Aircraft hydrant fuel -servicing vehicles 2005.6 Aircraft fuel -dispensing stations 2007.7 Heliports and helistops 2108.4 Dry cleaning plants 2305.5 Motor fuel -dispensing facilities 2310.6.4 Marine motor fuel -dispensing facilities 2311.6 Repair garages 2404.4.1 Spray -finishing operations 2405.4.2 Dip -tank operations 2406.4.2 Powder -coating areas 2804.3 Lumberyards/woodworking facilities 2808.8 Recycling facilities 2809.5 Exterior lumber storage 2903.5 Organic -coating areas 3006.3 Industrial ovens 3104.12 Tents and membrane structures It#A T gb Tiledstoiagerr„ 3315.1 Buildings under construction or demolition 3317.3 Roofing operations 3408.2 Tire rebuilding/storage 3504.2.6 Welding and other hot work 3604.4 Marinas 3703.6 Combustible fibers 5703.2.1 Flammable and combustible liquids, general 5704.3.3.1 Indoor storage of flammable and combustible liquids 5704.3.7.5.2 Liquid storage rooms for flammable and combustible liquids 5705.4.9 Solvent distillation units 5706.2.7 Farms and construction sites -flammable and com- bustible liquids storage 5706.4.10.1 Bulk plants and terminals for flammable and com- bustible liquids 5706.5.4.5 Commercial, industrial. governmental or manufac- turing establishments -fuel dispensing 5706.6.4 Tank vehicles for flammable and combustible liquids 5906.5.7 Flammable solids 6108.2 LP -gas FIRE PROTECTION SYSTEMS 2.3. The extinguishers shall be installed inside of a building or cabinet in a noncorrosive envi- ronment. 2.4. Electronic monitoring devices and supervi- sory circuits shall be tested every 3 years when extinguisher maintenance is per- formed. 2.5. A written log of required hydrostatic test dates for extinguishers shall be maintained by the owner to verify that hydrostatic tests are conducted at the frequency required by NFPA 10. 3. In Group I-3, portable fire extinguishers shall be permitted to be located at staff locations. 906.2.1 Certification of service personnel for portable fire extinguishers. Service personnel providing or con- ducting maintenance on portable fire extinguishers shall possess a valid certificate issued by an approved govern- mental agency, or other approved organization for the type of work performed. 906.3 Size and distribution. The size and distribution of por- table fire extinguishers shall be in accordance with Sections 906.3.1 through 906.3.4. 906.3.1 Class A fire hazards. Portable fire extinguishers for occupancies that involve primarily Class A fire haz- ards, the minimum sizes and distribution shall comply with Table 906.3(1). TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS Minimum rated single extinguisher Maximum floor area per unit of A Maximum floor area for extinguisher" Maximum distance of travel to extinguisher LIGHT (Low) HAZARD OCCUPANCY 2-A` 3,000 square feet 11,250 square feet 75 feet ORDINARY (Moderate) HAZARD OCCUPANCY 2-A 1,500 square feet 11,250 square feet 75 feet For SI: 1 foot = 304.8 mm, 1 square foot = 0.0929 m2, 1 gallon = 3.785 L. a. Two 2V2-gallon water -type extinguishers shall be deemed the equivalent of one 4-A rated extinguisher. b. Annex E.3.3 of NFPA 10 provides more details concerning application of the maximum floor area criteria. c. Two water -type extinguishers each with a 1-A rating shall be deemed the equivalent of one 2-A rated extinguisher for Light (Low) Hazard Occupancies. 906.3.2 Class B fire hazards. Portable fire extinguishers for occupancies involving flammable or combustible liq- uids with depths of less than or equal to 0.25-inch (6.4 mm) shall be selected and placed in accordance with Table 906.3(2). Portable fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25-inch (6.4 mm) shall be selected and placed in accordance with NFPA 10. 2015 INTERNATIONAL FIRE CODE® 119 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. FIRE PROTECTION SYSTEMS TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25-INCH' TYPE OF HAZARD BASIC MINIMUM EXTINGUISHER RATING MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHERS (feet) Light (Low) 5-B 10-B 30 50 10-B 30 Extra (High) 40-B 80-B 30 50 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. For requirements on water-soluble flammable liquids and alternative sizing criteria, see Section 5.5 of NFPA 10. 906.3.3 Class C fire hazards. Portable fire extinguishers for Class C fire hazards shall be selected and placed on the basis of the anticipated Class A or B hazard. 906.3.4 Class D fire hazards. Portable fire extinguishers for occupancies involving combustible metals shall be selected and placed in accordance with NFPA 10. 906.4 Cooking grease fires. Fire extinguishers provided for the protection of cooking grease fires shall be of an approved type compatible with the automatic fire -extinguishing system agent and in accordance with Section 904.12.5. 906 Cunsptc uous iaca#tan Partable fire e `shall be located in conspicuous ocations where readtly aecessible and immediately vailable fo oaattons tlaall be alg normal,jAO.A" code o tcia7 de canines at ih need forplacement awa mi azar 'sea it1 906 6 Unobstructe aii ed o gull ieis Shall not be obstructed., or b cu rooms or,,areas _in hick isual gbsin pletlyaidecineans s 1 be grid '.,tions of extinguishers f " ,906.7 flangetatzd brackets Ean ;gu.lshers, snot Zhoiised in oab'in e shall be' ' hangers',or brat ets supplied l angeft bi t : securely anchored to the niountingsurface in the mnanufactu ir's installation instructions ac ion canna t oA- eat: a fishers fill her, sth e. flea- , .? stanea on ne is shall.be ecoreance 9061 Cabinets Cabinets ucitise ottable tie e; guishers shall :notbe-locl xceptions: l %Where `portablee extingttislters�suk iaus use or damage ar r id it ready access �# fir up t 3 accupaneiesatltitr mentalalth ui Group i 2 occupancies; accessto p�rtableir extinguishers shall be perntiff d to`be ockod or to b located in staff locatipWirovided the,stalfh eys GT tit0 matt aIileai?s"o 906.9 Extinguisher, nstallation;,TheinStallation> fire extinguishers shallbe in accordance witl 906.9.1 tlrough:90693 areas e vie - eons r aria inguishers weighing; 40 ipguishers having a roS is8;ig} shall be instaliei .shall' eet(l 6:.0 conspicuousl bove SECTION 907 FIRE ALARM AND DETECTION SYSTEMS 907.1 General. This section covers the application, installa- tion, performance and maintenance of fire alarm systems and their components in new and existing buildings and struc- tures. The requirements of Section 907.2 are applicable to new buildings and structures. The requirements of Section 907.9 are applicable to existing buildings and structures. 907.1.1 Construction documents. Construction docu- ments for fire alarm systems shall be of sufficient clarity to indicate the location, nature and extent of the work pro- posed and show in detail that it will conform to the provi- sions of this code, the International Building Code and relevant laws, ordinances, rules and regulations, as deter- mined by the fire code official. 907.1.2 Fire alarm shop drawings. Shop drawings for fire alarm systems shall be submitted for review and approval prior to system installation, and shall include, but not be limited to, all of the following where applicable to the system being installed: 1. A floor plan that indicates the use of all rooms. 2. Locations of alarm -initiating devices. 3. Locations of alarm notification appliances, includ- ing candela ratings for visible alarm notification appliances. 4. Design minimum notification. 5. Location of fire alarm control unit, transponders and notification power supplies. 6. Annunciators. 7. Power connection. 8. Battery calculations. 9. Conductor type and sizes. 10. Voltage drop calculations. 11. Manufacturers' data sheets indicating model num- bers and listing information for equipment, devices and materials. audibility level for occupant i i 120 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. i 1 3206.4.1 Pallets. Automatic sprinkler system require- ments based upon the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with UL 2335 or FM 4996 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high piled storage area. The system shall be monitored and be in accordance with Section 907. 3206.6 Building access. Where building access is required by Table 3206.2, fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high -piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protec- tion. 3206.6.1 Access doors. Where building access is required by Table 3206.2, fire department access doors shall be provided in accordance with this section. Access doors shall be accessible without the use of a ladder. 3206.6.1.1 Number of doors required. Not less than one access door shall be provided in each 100 linear feet (30 480 mm), or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet (30 480 mm). Exception: The linear distance between adjacent access doors is allowed to exceed 100 feet (30 480 mm) in existing buildings where no change in occu- pancy is proposed. The number and distribution of access doors in existing buildings shall be approved. 3206.6.1.2 Door size and type. Access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll -up doors shall not be used unless approved. 3206.6.1.3 Locking devices. Only approved locking devices shall be used. 3206.7 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.8 Fire department hose connections. Where exit pas- sageways are required by the International Building Code for egress, a Class 1 standpipe system shall be provided in accor- dance with Section 905. 3206.9 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high -piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206.9.1 through 3206.9.3. Aisles separating HIGH -(PILED COMBUSTIBLE STORAGE storage piles or racks shall comply with NFPA 13. Aisles shall also comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed when approved. 3206.9.1 Width. Aisle width shall be in accordance with Sections 3206.9.1.1 and 3206.9.1.2. Exceptions: 1. Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. 2. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.9.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high -hazard commodi- ties. Exception: Aisles in high piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to con- tain high -hazard commodities, are protected by a sprinkler system designed for multiple -row racks of high -hazard commodities shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. 3206.9.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.9.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.9.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 32p6 IOYortablre exhttgu>Islt guishers shall be SECTION 3207 SOLID -PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- 2015 INTERNATIONAL FIRE CODE® 293 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT # 12 AISLE WIDTHS i 3206.4.1 Pallets. Automatic sprinkler system require- ments based upon the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with UL 2335 or FM 4996 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high piled storage area. The system shall be monitored and be in accordance with Section 907. 3206.6 Building access. Where building access is required by Table 3206.2, fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high -piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protec- tion. 3206.6.1 Access doors. Where building access is required by Table 3206.2, fire department access doors shall be provided in accordance with this section. Access doors shall be accessible without the use of a ladder. 3206.6.1.1 Number of doors required. Not less than one access door shall be provided in each 100 linear feet (30 480 mm), or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet (30 480 mm). Exception: The linear distance between adjacent access doors is allowed to exceed 100 feet (30 480 mm) in existing buildings where no change in occu- pancy is proposed. The number and distribution of access doors in existing buildings shall be approved. 3206.6.1.2 Door size and type. Access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll -up doors shall not be used unless approved. 3206.6.1.3 Locking devices. Only approved locking devices shall be used. 3206.7 Smoke and heat removal. Where smoke and heat I removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.8 Fire department hose connections. Where exit pas- sageways are required by the International Building Code for egress, a Class 1 standpipe system shall be provided in accor- dance with Section 905. 206.9 Atsl,isles pros cling -access o eat department access doors $halt be rlded �rl�gh piledtor age arms exceeding 500 square fret 6 ym) n accordance Sith ections 320691. "tllfAugh 2 9 3 Aisles`;separatin HIGH -PILED COMBUSTIBLE STORAGE 'storage ;.;pilesoX.racks,, so.camply wi our; ere,: islesscp to 0shall;; pet 8° tfl vel " j yided tfia ;artnient hi5�e 206:9.3`'R:iheatl d 20°feet't .Dead-end i isles all ;nihe; zception: Dead-e gt1Ofthe' dead r least width "cif the ead emend ais 3206.10 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID -PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- 2015 INTERNATIONAL FIRE CODE® 293 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT # 1 3 HOUSEKEEPING & MAINTENANCE SECTION 3204 DESIGNATION OF HIGH -PILED STORAGE AREAS 3204.1 General. High piled storage areas, and portions of high piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class 1, Class II, Class III, Class IV or high -hazard commodities. The designation of a high piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engi- neering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contigu- ous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe systems. The shape of the design area shall be in accordance with Section 903. 3, 0 taintenanc s-shall'be -1 doorsF shall not be bstructed. During rests using- manual stockiong methods ilinim aisle„width of24 finches` 6 0`'iriin),shall ei inch r smaller% aisles, ; an a: structt of ,one-half cif the req shall lies greater _than {,129. d ais e. idth e.rnaita'"ad rtn ai During mechanical stocking""operation no struct :'aisle width a , nchesli 1, .; "triaintained in�accor 320S Su1'iie dimensi:op ani —sions :and " height litrlitatioris 3207'§: HIGH -PILED COMBUSTIBLE STORAGE SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high piled storage areas shall be in accordance with Sections 3206.2 through 3206.10. 3206.2 Extent and type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and automatic sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high piled storage area or to a permanent partition. Where portions of high - piled storage areas have different fire protection require- ments because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 3206.3 Separation of high -piled storage areas. High -piled storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the Interna- tional Building Code. 3206.3.2 Multiple high -piled storage areas. Multiple high piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. 3206.3.2.1 Aggregate area. The aggregate of all high - piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hourfire barriers con- structed in accordance with Section 707 the Interna- tional Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1- hourfire protection rating. 3206.3.2.2 Multiclass high -piled storage areas. High - piled storage areas classified as Class I through IV not separated from high piled storage areas classified as high hazard shall utilize the aggregate of all high piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1-hour fire barriers shall be constructed in accordance with Section 707 of the International Build- ing Code. Openings in such fire barriers shall be pro- tected by opening protectives having a 1-hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. 1 2015 INTERNATIONAL FIRE CODE® 291 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT # 1 4 FLUE SPACES HIGH -PILED COMBUSTIBLE STORAGE i 1 ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Sections 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the International Building Code. Openings in suchfire barri- ers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the auto- matic sprinkler system and other applicable fire protection shall be in accordance with the International Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in -rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Array. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire harriers constructed in accordance with Section 707 of the International Building Code. Openings in suchfire barri- ers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the auto- matic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the Interna- tional Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 1. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 3208.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 3208.5 Extra -high -rack storage systems. Approval of the fire code official shall be obtained prior to installing extra - high -rack combustible storage. 3208.5.1 Fire protection. Buildings with extra -high -rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra -high -rack combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fire protection features and fire department access, where required by the fire code offi- cial. SECTION 3209 AUTOMATED STORAGE 3209.1 General. Automated storage shall be in accordance with this section. 3209.2 Automatic sprinklers. Where automatic sprinklers are required by Table 3206.2, the building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 3209.3 Carousel storage. High piled storage areas having greater than 500 square feet (46 m2) of carousel storage shall be provided with automatic shutdown in accordance with one of the following: 1. An automatic smoke detection system installed in accordance with Section 907, with coverage extending 15 feet (4575 mm) in all directions beyond unenclosed carousel storage systems and that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. 2. An automatic smoke detection system installed in accordance with Section 907 and within enclosed car- ousel storage systems, that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. 3. A single dead -man -type control switch that allows the operation of the carousel storage system only when the operator is present. The switch shall be in the same 294 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. room as the carousel storage system and located to pro- vide for observation of the carousel system. 3209.4 Automated rack storage. High piled storage areas with automated rack storage shall be provided with a manu- ally activated emergency shutdown switch for use by emer- gency personnel. The switch shall be clearly identified and shall be in a location approved by the fire chief. SECTION 3210 SPECIALTY STORAGE 3210.1 General. Records storage facilities used for the rack or shelf storage of combustible paper records greater than 12 feet (3658 mm) in height shall be in accordance with Sections 3206 and 3208 and NFPA 13. Palletized storage of records shall be in accordance with Section 3207. RACK CONFIGURATION Double -row HIGH -PILED COMBUSTIBLE STORAGE Rack Areas 'A,B,C,D' TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE AUTOMATIC SPRINKLER PROTECTION SPRINKLER ATTHE,GEILiNG WITH OR WITHOUT MINIMUM IN-RACK'%SPRINKLERS INN -,RACK' SPRINKLERS A`TEVERYII1ER1 NONSPRINKLERED <_ 25 feet Storage height Transverse flue space Sizeb Option 1 Option 2 Not Applicable 3 inches Rack Area 'E' Vertically aligned Longitudinal flue space Transverse flue space Sizeb Not Re Not Required 6 inchesa Not Applicable 3 inches >••25 feet • . 3 inches Yes Note quired Vertically aligned Not Required Not Required Applienb d" Longitudinal flue space Transverse flue space Size' Not Required 6 inches 6 inches Not Applicable 6 inches equti i Vertically aligned Longitudinal flue space Not Required Not Required Not Applicable Not Applicable Yes Not Required For SI: 1 inch = 25.4 mm, I foot = 304.8 mm. a. Three-inch transverse flue spaces shall be provided not Tess than every 10 feet where ESFR sprinkler protection is provided. b. Random variations are allowed, provided that the configuration does not obstruct water penetration. equie; Any height Not Required Not Required Not Required Not Required Not Required Not Required Not Required Not Required Not Required 2015 INTERNATIONAL FIRE CODE® 295 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No funhcr reproductions authorized. ATTACHMENT # 15 MEANS OF EGRESS common nts he,A apactt ssotxippnentstlletthan by fnniti ytng the pea r an nt by a means :Ore Exceptions: 1. For other than Group H and 1-2 occupancies, the capacity, in inches, of means of egress compo- nents other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.15 inch (3.8 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/ alarm communication system in accordance with Section 907.5.2.2. 2. Facilities with smoke protected assembly seating shall be permitted to use the capacity factors in Table 1029.6.2 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is provided with a smoke control system complying with Section 909. 3. Facilities with outdoor smoke -protected assembly seating shall be permitted to the capacity factors in Section 1029.6.3 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is open to the outdoors. 1005.4 Continuity. The minimum width or required capacity of the means of egress required from any story of a building shall not be reduced along the path of egress travel until arrival at the public way. 1005.5 Distribution of minimum width and required capacity. Where more than one exit, or access to more than one exit, is required, the means of egress shall be configured such that the loss of any one exit, or access to one exit, shall not reduce the available capacity or width to less than 50 per- cent of the required capacity or width. 1005.6 Egress convergence. Where the means of egress from stories above and below converge at an intermediate level, the capacity of themeans of egress from the point of convergence shall be not less than the largest minimum width or the sum of the required capacities for the stairways or ramps serving the two adjacent stories, whichever is larger. 1005.7 Encroachment. Encroachments into the required means of egress width shall be in accordance with the provi- sions of this section. 1005.7.1 Doors. Doors, when fully opened, shall not reduce the required width by more than 7 inches (178 MEANS OF EGRESS mm). Doors in any position shall not reduce the required width by more than one-half. Exceptions: 1. Surface -mounted latch release hardware shall be exempt from inclusion in the 7-inch maximum (178 mm) encroachment where both of the fol- lowing conditions exist: 1.1. The hardware is mounted to the side of the door facing away from the adjacent wall where the door is in the open posi- tion. 1.2. The hardware is mounted not less than 34 inches (865 mm) nor more than 48 inches (1219 mm) above the finished floor. 2. The restrictions on door swing shall not apply to doors within individual dwelling units and sleep- ing units of Group R-2 occupancies and dwelling units of Group R-3 occupancies. 1005.7.2 Other projections. Handrail projections shall be in accordance with the provisions of Section 1014.8. Other nonstructural projections such as trim and similar decorative features shall be permitted to project into the required width not more than 11/2 inches (38 mm) on each side. Exception: Projections are permitted in corridors within Group I-2 Condition 1 in accordance with Sec- tion 407.4.3. 1005.7.3 Protruding objects. Protruding objects shall comply with the applicable requirements of Section 1003.3. SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006.1 General. The number of exits or exit access doorways required within the means of egress system shall comply with the provisions of Section 1006.2 for spaces, including me--a- nines, and Section 1006.3 for stories. 1006.2 Egress from spaces. Rooms, areas or spaces, includ- ing me--anines, within a story or basement shall be provided with the number of exits or access to exits in accordance with this section. 1006.2.1 Egress based on occupant load and common path of egress travel distance. Two exits or exit access doorways from any space shall be provided where the design occupant load or the common path of egress travel distance exceeds the values listed in Table 1006.2.1. Exceptions: 1. In Group R-2 and R-3 occupancies, one means of egress is permitted within and from individual dwelling units with a maximum occupant load of 20 where the dwelling unit is equipped through- i 2015 INTERNATIONAL BUILDING CODE® 253 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to Liccnsc Agreement. No further rcproductions authorized. INTERNATIONAL CODE COMM: MEANS OF EGRESS ** i out with an automatic sprinkler system in accor- dance with Section 903.3.1.1 or 903.3.1.2 and the common path of egress travel does not exceed 125 feet (38 100 mm). 2. Care suites in Group 1-2 occupancies complying with Section 407.4. 1006.2.1.1 Three or more exits or exit access door- ways. Three exits or exit access doorways shall be pro- vided from any space with an occupant load of 501 to 1,000. Four exits or exit access doorways shall be pro- vided from any space with an occupant load greater than 1,000. 1006.2.2 Egress based on use. The numbers of exits or access to exits shall be provided in the uses described in Sections 1006.2.2.1 through 1006.2.2.5. 1006.2.2.1 Boiler, incinerator and furnace rooms. Two exit access doorways are required in boiler, incin- erator and furnace rooms where the area is over 500 square feet (46 m2) and any fuel -fired equipment exceeds 400,000 British thermal units (Btu) (422 000 KJ) input capacity. Where two exit access doorways are required, one is permitted to be a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the length of the maximum overall diagonal dimension of the room. 49 1006.2.2.2 Refrigeration machinery rooms. Machin- ery rooms larger than 1,000 square feet (93 m2) shall have not less than two exits or exit access doorways. Where two exit access doorways are required, one such doorway is permitted to be served by a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the maximum horizontal dimension of the room. All portions of machinery rooms shall be within 150 feet (45 720 mm) of an exit or exit access doorway. An increase in exit access travel distance is permitted in accordance with Section 1017.1. Doors shall swing in the direction of egress travel, regardless of the occupant load served. Doors shall be tight fitting and self -closing. 1006.2.2.3 Refrigerated rooms or spaces. Rooms or spaces having a floor area larger than 1,000 square feet (93 m2), containing a refrigerant evaporator and main- tained at a temperature below 68°F (20°C), shall have access to not less than two exits or exit access door- ways. Exit access travel distance shall be determined as specified in Section 1017.1, but all portions of a refrig- erated room or space shall be within 150 feet (45 720 mm) of an exit or exit access doorway where such rooms are not protected by an approved automatic IAXIMUM CO c Without Sprinkler System (feet) 100 Occupant Load fee F:EGRESS "rgAVE�ISTANCE�(fel OL >30 75 75' 100' F 49 75 75 100' H-1, H-2, H-3 H-4, H-5 3 10 NP NP NP NP 25b 7 5 b I-1, I-2d, 1-4 1-3 10 10 NP NP NP NP 75' 100' R-1 10 NP NP 75' R-2 10 R-3' 10 R-4' 10 NP NP 75 NP 125' NP 125' 75 125' lnn 75 .0i 49 100 75 75' For SI: 1 foot = 304.8 mm. NP = Not Permitted. a. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.2. b. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5. c. For a room or space used for assembly purposes having fixed seating, see Section 1029.8. d. For the travel distance limitations in Group 1-2, see Section 407.4. e. The length of common path of egress travel distance in a Group R-3 occupancy located in a mixed occupancy building or within a Group R-3 or R-4 congregate living facility. f. The length of common path of egress navel distance in a Group S-2 open parking garage shall be not more than 100 feet. ** 1 ** 1 1 254 INTERNATIONAL CODE COUNCIL 2015 INTERNATIONAL BUILDING CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further rcproductions authorized. discernible path of egress travel to an exit is provided; and the means of egress into the adjoining space is not subject to locking from the egress side. A required means of egress serving the larger tenant space shall not pass through the smaller tenant space or spaces. SECTION 1017 EXIT ACCESS TRAVEL DISTANCE 1017.1 General. Travel distance within the exit access por- tion of the means of egress system shall be in accordance with this section. 1017.2 Limitations. Exit access travel distance shall not exceed the values given in Table 1017.2. 1017.2.1 Exterior egress balcony increase. Exit access travel distances specified in Table 1017.2 shall be increased up to an additional 100 feet (30 480 mm) pro- vided the last portion of the exit access leading to the exit occurs on an exterior egress balcony constructed in accor- dance with Section 1021. The length of such balcony shall be not less than the amount of the increase taken. 'andS 1 (increase e maxirrtum exit 122 m) i tt Group ollt wing coladi- 1017.3 Measurement. Exit access travel distance shall be measured from the most remote point within a story along the natural and unobstructed path of horizontal and vertical egress travel to the entrance to an exit. Exception: In open parking garages, exit access travel distance is permitted to be measured to the closest riser of an exit access stairway or the closest slope of an exit access ramp. 1017.3.1 Exit access stairways and ramps. Travel dis- tance on exit access stairways or ramps shall be included in the exit access travel distance measurement. The mea- surement along stairways shall be made on a plane parallel and tangent to the stair tread nosings in the center of the stair and landings. The measurement along ramps shall be made on the walking surface in the center of the ramp and landings. SECTION 1018 AISLES 1018.1 General. Aisles and aisle accessways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle accessways shall be provided from all occupied portions of MEANS OF EGRESS the exit access that contain seats, tables, furnishings, displays and similar fixtures or equipment. The minimum width or required capacity of aisles shall be unobstructed. Exception: Encroachments complying with Section 1005.7. 1018.2 Aisles in assembly spaces. Aisles and aisle access - ways serving a room or space used for assembly purposes shall comply with Section 1029. 1018.3 Aisles in Groups B and M. In Group B and M occu- pancies, the minimum clear aisle width shall be determined by Section 1005.1 for the occupant load served, but shall be mot less than that required for corridors by Section 1020.2. Exception: Nonpublic aisles serving less than 50 people and not required to be accessible by Chapter 11 need not exceed 28 inches (711 mm) in width. 1-1 TABLE 1017_ XIT,ACCI SS,TRA1 EL-OISTAN WITHOUT SPRINKLER SYSTEM (feet) 200 Not Permitted 2501' B 200 300` F-2, S-2, U 300 400` H-1 Not Permitted 75d H-2 Not Permitted 100d H-3 Not Permitted 150d H-4 Not Permitted 175d H-5 Not Permitted 200` 1-2, I-3, 1-4 Not Permitted 200` For SI: 1 foot = 304.8 mm. a. See the following sections for modifications to exit access travel distance requirements: Section 402.8: For the distance limitation in malls. Section 404.9: For the distance limitation through an atrium space. Section 407.4: For the distance limitation in Group I-2. Sections 408.6.1 and 408.8.1: For the -distance limitations in Group I-3. Section 411.4: For the distance limitation in special amusement buildings. Section 412.7: For the distance limitations in aircraft manufacturing facilities. Section 1006.2.2.2: For the distance limitation in refrigeration machinery rooms. Section 1006.2.2.3: For the distance limitation in refrigerated rooms and spaces. Section 1006.3.2: For buildings with one exit. Section 1017.2.2: For increased distance limitation in Groups F-1 and S-1. Section 1029.7: For increased limitation in assembly seating. Section 3103.4: For temporary structures. Section 3104.9: For pedestrian walkways. b. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.2. c. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. d. Group H occupancies equipped throughout with an automatic sprinkler systems in accordance with Section 903.2.5.1. 1 1 2015 INTERNATIONAL BUILDING CODE® 277 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCJ 1 mitted by Table 602 and unprotected openings are permitted by Table 705.8. TABLE 1020.1 CORRIDOR FIRE -RESISTANCE RATING OCCUPANCY OCCUPANT LOAD SERVED BY CORRIDOR REQUIRED FIRE -RESISTANCE RATING (hours) Without sprinkler system With sprinkler ' system` H-1, H-2, H-3 All Not Permitted 1 H-4, H-5 Greater than 30 Not Permitted 1 A, B, E, F, M, S, U Greater than 30 1 0 R Greater than 10 Not Permitted 0.5 I-2a,1-4 All Not Permitted 0 I-1, I-3 All Not Permitted 1b a. For requirements for occupancies in Group I-2, see Sections 407.2 and 407.3. b. For a reduction in the fire -resistance rating for occupancies in Group 1-3, see Section 408.8. c. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 where allowed. 1020.2 Width and capacity. The required capacity of corri- dors shall be determined as specified in Section 1005.1, but the minimum width shall be not less than that specified in Table 1020.2. Exception: In Group I-2 occupancies, corridors are not required to have a clear width of 96 inches (2438 mm) in areas where there will not be stretcher or bed movement for access to care or as part of the defend -in -place strategy. TABLE 1020.2 MINIMUM CORRIDOR WIDTH OCCUPANCY MINIMUM WIDTH (inches) Any facilities not listed below 44 Access to and utilization of mechanical, plumbing or electrical systems or equip- ment 24 With an occupant load of less than 50 36 Within a dwelling unit 36 In Group E with a corridor having an occu- pant load of 100 or more 72 In corridors and areas serving stretcher traffic in ambulatory care facilities 72 Group I-2 in areas where required for bed movement 96 For SI: 1 inch = 25.4 mm. 1020.3 Obstruction. The minimum width or required capac- ity of corridors shall be unobstructed. Exception: Encroachments complying with Section 1005.7. one -ezt ss"shall be'arran MEANS OF EGRESS fn occupancies inGroup 13 of Condition 2, or the dead end in a corridor shall not exceed 50 feet (15 240 mm). 3. A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corri- dor. 1020.5 Air movement in corridors. Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts. Exceptions: 1. Use of a corridor as a source of makeup air for exhaust systems in rooms that open directly onto such corridors, including toilet rooms, bathrooms, dressing rooms, smoking lounges and janitor clos- ets, shall be permitted, provided that each such cor- ridor is directly supplied with outdoor air at a rate greater than the rate of makeup air taken from the corridor. 2. Where located within a dwelling unit, the use of cor- ridors for conveying return air shall not be prohib- ited. 3. Where located within tenant spaces of 1,000 square feet (93 m2) or less in area, utilization of corridors for conveying return air is permitted. 4. Incidental air movement from pressurized rooms within health care facilities, provided that the corri- dor is not the primary source of supply or return to the room. 1020.5.1 Corridor ceiling. Use of the space between the corridor ceiling and the floor or roof structure above as a return air plenum is permitted for one or more of the fol- lowing conditions: 1. The corridor is not required to be of fire -resistance - rated construction. 2. The corridor is separated from the plenum by fire - resistance -rated construction. 3. The air -handling system serving the corridor is shut down upon activation of the air -handling unit smoke detectors required by the International Mechanical Code. 4. The air -handling system serving the corridor is shut down upon detection of sprinkler water flow where the building is equipped throughout with an auto- matic sprinkler system. 2015 INTERNATIONAL BUILDING CODE® 279 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COIJNCIr' ATTACHMENT # 16 OCCUPANCY SEPARATION t GENERAL BUILDING HEIGHTS AND AREAS occupancies shall apply to the total nonseparated occu- pancy area. Where nonseparated occupancies occur in a high-rise building, the most restrictive requirements of Section 403 that apply to the nonseparated occupancies shall apply throughout the high-rise building. 508.3.2 Allowable building area and height. The allow- able building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1. 508.3.3 Separation. No separation is required between nonseparated occupancies. Exceptions: 1. Group H-2, H-3, H-4 and H-5 occupancies shall be separated from all other occupancies in accor- dance with Section 508.4. 2. Group I-1, R-1, R-2 and R-3 dwelling units and sleeping units shall be separated from other dwelling or sleeping units and from other occu- pancies contiguous to them in accordance with the requirements of Section 420. 508.4 Separated occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as separated occupancies. 508.4.1 Occupancy classification. Separated occupancies shall be individually classified in accordance with Section 302.1. Each separated space shall comply with this code based on the occupancy classification of that portion of the building. 508.4.2 Allowable building area. In each story, the build- ing area shall be such that the sum of the ratios of the actual building area of each separated occupancy divided by the allowable building area of each separated occu- pancy shall not exceed 1. 508.4.3 Allowable height. Each separated occupancy shall comply with the building height limitations based on the type of construction of the building in accordance with Section 503.1. Exception: Special provisions of Section 510 shall per- mit occupancies at building heights other than provided in Section 503.1. 508.4.4 Separation. Individual occupancies shall be sepa- rated from adjacent occupancies in accordance with Table 508.4. 508.4.4.1 Construction. Required separations shall be fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, so as to completely separate adjacent occupancies. SECTION 509 INCIDENTAL USES 509.1 General Incidental uses located within single occu- pancy or mixed occupancy buildings shall comply with the provisions of this section. Incidental uses are ancillary func- tions associated with a given occupancy that generally pose a greater level of risk to that occupancy and are limited to those uses listed in Table 509. Exception: Incidental uses within and serving a dwelling unit are not required to comply with this section. TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) OCCUPANCY A, E 1-1', 1-3, 1-4 1-2 R' F-2, S-2b, U _. ___ _. ................... 9.1R H-1 H 2 H-3, H-4 H-5 S NS S NS S NS S NS S NS ;'qS NS S NS S INS S NS S NS A, E N N 1 2 2 NP 1 2 N 1 1 2 NP NP 3 4 2 3 2 NP I -la, I-3, I-4 — — N N 2 NP 1 NP 1 2 1 2 NP NP 3 NP 2 NP 2 NP 1-2 — — — — N N 2 NP 2 NP 2 NP NP NP 3 NP 2 NP 2 NP IV — — — — — — N N I` 2` 1 2 NP NP 3 NP 2 NP 2 NP F-2, S-2', U — — — — — — — — N N 2 NP NP 3 4 2 3 2 NP B`,.tJ, VI,,aS1 — — — — — — — — N NP NP 2 3 1 2 1 NP f H-1 N NP NP NP NP NP NP NP H-2 N NP 1 NP 1 NP H-3, H-4 Id NP 1 NP H-5 N NP S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. NS�J3uddtngs not equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. N '1lopaPatL6 t£retiirement NP =Not permitted. a See Section 420. b. The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but not to less than 1 hour. c. See Section 406.3.4. d. Separation is not required between occupancies of the same classification. e. See Section 422.2 for ambulatory care facilities. 108 INTERNATIONAL CODE COUNCIL! 2015 INTERNATIONAL BUILDING CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT # 17 SEPARATION OF HIGH -PILED STORAGE AREAS SECTION 3204 DESIGNATION OF HIGH -PILED STORAGE AREAS 3204.1 General. High piled storage areas, and portions of high piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class IV or high -hazard commodities. The designation of a high piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engi- neering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contigu- ous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe systems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.9. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. HIGH -PILED COMBUSTIBLE STORAGE 3205.6 Designation of storage heights. Where required by thefire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high piled storage areas shall be in accordance with Sections 3206.2 through 3206.10. 3206.2 Extent and type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and automatic sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high piled storage area or to a permanent partition. Where portions of high - piled storage areas have different fire protection require- ments because of commodity,, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 3206.3 Separation of high -pilled storage areas. High -piled storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the Interna- tional Building Code. 3206.3.2 Multiple high -piled storage areas. Multiple high -piled storage areas shall be in accordance with Sec- 3206.3.2.2 Multiclass high -piled storage areas. High - piled storage areas classified as Class I through IV not separated from high piled storage areas classified as high hazard shall utilize the aggregate of all high -piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1-hour fire barriers shall be constructed in accordance with Section 707 of the International Build- ing Code. Openings in such fire barriers shall be pro- tected by opening protectives having a 1-hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. 1 i 2015 INTERNATIONAL FIRE CODE® 291 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. City of Tukwila Department of Community Development December 18, 2019 ADRIENNE LOPEZ 1130 E CYPRESS COVINA, CA 91724 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D 19-0323 MACY'S - 17000 SOUTHCENTER PARKWAY Dear ADRIENNE LOPEZ, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE - C DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Smoke vents are required per International Fire Code (IFC) Table 3206.2 and shall be installed in accordance with IFC Section 910.3. Please submit a smoke vent plan and cut sheets of the smoke vents. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D19-0323 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 rERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0323 DATE: 03/03/2020 PROJECT NAME: MACY'S SITE ADDRESS: 1700o SOUTHCENTER PKWY Original Plan Submittal Response to Correction Letter # _ Revision # before Permit Issued X Revision # 1 after. Permit Issued DEPARTMENTS: Oft/(/) Building Divisi on l/o Public Works n IrM Pe? Fire Prevention Structural n Planning Division Permit Coordinator 1 PRELIMINARY REVIEW: DATE://20 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 04/14/20 Approved with Conditions Denied (le: Zoning Issues) n Fire Fees Apply Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0323 DATE: 12/19/19 PROJECT NAME: MACY'S SITE ADDRESS: 17000 SOUTHCENTER PKWY Original Plan Submittal X Response to Correction Letter # 2 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works PRELIMINARY REVIEW: Not Applicable n (no approval/review required) Fire Prevention 111 Planning Division Structural n Permit Coordin it:or DATE: 12/24/19 REVIEWER'S INITIALS: n to Structural Review Required APPROVALS OR CORRECTIONS: Approved Corrections Required El (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DATE: DUE DATE: 01/21/20 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire D Ping ❑ PW ❑ Staff Initials: 12/18/2013 HERMIT COORD COPY PLAN REVIEW/ROUTING SLID" PERMIT NUMBER: D19-0323 DATE: 12/02/19 PROJECT NAME: MACY'S SITE ADDRESS: 17000 SOUTHCENTER PKWY Revision # before Permit ssued X Response to Correction Letter # 1 Revision # after Permit ssued Original Plan Submittal DEPARTMENTS: Building Division Public Works 414\ Corr Fire Prevention Structural C Planning Divis :)n Permit Coordir."'Aor n 1 PRELIMINARY REVIEW: DATE: 12/0`/19 Not Applicable Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) n DUE DATE: 12/3 1_ /19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only i7—�� U—L CORRECTION LETTER MAILED: iDepartments issued corrections: Bldg 0 Fire [v — Ping 0 PW ❑ Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0323 PROJECT NAME: MACY'S SITE ADDRESS: 17000 SOUTHCENTER PARKWAY X Original Plan Submittal Response to Correction Letter # Revision # Revision # DATE: 10/18/2019 before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public Works ❑ W 03Pfr Fire Prevention Structural Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 10/22/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 11/19/2019 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only r� CORRECTION LETTER MAILED: V Departments issued corrections: Bldg ❑ Fire Uit< Ping ❑ PW Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3/2/2020 Plan Check/Permit Number: D 19-0323 ❑ Response to Incomplete Letter # Response to Correction Letter # X Revision # k after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Macy's Project Address: 17000 Southcenter Pkwy Contact Person: Adrienne Lopez Phone Number: 916 220 8585 / alopez@seizmicinc.com RECEIVED CITY OF TUKWILA. MAR 0 3 2020 Summary of Revision: PERMIT CENTER Layout revision, and added one additional configuration "B" Sheet Number(s): 1057.12, 19-2671-A, 19-2671-1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ti ❑ Entered in TRAKiT on 3 - 3 /Useniadriennelopez/Downloads/Revision submittal Fonn.doc Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/18/2019 Plan Check/Permit Number: D 19-0323 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Macy' S Project Address: 17000 Southcenter Pkwy Contact Person: Adrienne Lopez Phone Number: 916 220 8585 Summary of Revision: Response: Please see attached original stamped plans and smoke vent cut sheets. CITY OF TUKWILA PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT nn 1,01-0-41 C:\Users\Debbie\AppData\Loca1\Microsoft\Windows\JNetCache\Content.Outlook\QO12I64W\Revision Submittal Form-3.doc Revised: August 2015 Date: 11/26/19 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D 19-03 23 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Macy' S Project Address: I. LO 0 C1 Southcenter Pkwy Contact Person: Adrienne Lopez Phone Number: 916 220 8585 Summary of Revision: please see revised HPS report and the original installation plan stamped by Tukwila Fire RECEIVED CITY OF TUKWILA DEC 0 2 2019 Sheet Number(s): Revised HPS Report "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 5;1—Entered in TRAKiT on /Users/adriennelopez/Downloads/Revision Submittal Fonn.doc Revised: August 2015 City of Tukwila Department of Community Development November 15, 2019 ADRIENNE LOPEZ 1130 E CYPRESS COVINA, CA 91724 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0323 MACY'S - 17000 SOUTHCENTER PARKWAY Dear ADRIENNE LOPEZ, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Smoke vents are required per International Fire Code (IFC) Table 3206.2 and shall be installed in accordance with IFC Section 910.3. Please submit a smoke vent plan and cut sheets of the smoke vents. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, 720 "?..ati Bill Rambo Permit Technician File No. D19-0323 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 HEATLEY INSTALLATIONS Page 1 of 2 labor & Industries (httns1/Ini.wa.govl Contractors HEATLEY INSTALLATIONS Owner or tradesperson Principals HEATLEY, THOMAS L JR, OWNER Doing business as HEATLEY INSTALLATIONS WA UBI No. 604 132 394 611 MOUNT ZION RD GLEASON, TN 38229 731-336-2948 Business type Individual License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties INST EQUIP/STAT FURN/LAB T/LO License no. HEATLI*833M1 Effective — expiration 07/31/2017— 09/30/2021 Bond Western Surety Co Bond account no. 72124826 Active Meets current requirements. $6,000.00 Received by L&I Effective date 02/22/2019 02/08/2019 Expiration date Until Canceled Bond history Insurance SELECTIVE INSURANCE COMPANY OF Policy no. s2258161 Received by L&I 07/0112019 $1,000,000.00 Effective date 05/16/2019 Expiration date 05115/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604132394&LIC=HEATLI*833M1&SAW= 12/26/2019