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Home My WebLink About2848 WHIPTAIL LOOP; ; CBC2017-0551; Permitcity of Carlsbad Commercial Permit Print Date: 08/16/2018 Permit No: CBC2017-0551 Job Address: 2848 Whiptail Loop Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2091202100 Lot if Applied: 10/23/2017 Valuation: $109,555.00 Reference if: Issued: 05/09/2018 Occupancy Group: Construction Type: Permit Finaled: U Dwelling Units: Bathrooms: Inspector: AKrog Bedrooms: Orig. Plan Check U: Final Plan Check if: Inspection: 8/16/2018 6:58:06AM Project Title: Description: HIVE: HIGH PILE RACK 2 PREFAB CATWALK STORAGE SYSYTEMS// 1 (288 LINEAR Fr) WITH 8 LEVEL 96' X 24" X 192// 1 (256 LINEAR Fr) WITH 8 LEVELS 96" X 24" X192" Applicant: Owner: JIM MACK CARLSBAD OAKS PARTNERS LLC 14110 Stowe Dr 858-455-5800 POWAY, CA 92064 BUILDING PERMIT FEE ($2000+) $661.50 BUILDING PLAN CHECK FEE (BLDG) $463.05 FIRE High Piled Storage $733.00 S81473 GREEN BUILDING STATE STANDARDS FEE . $5.00 STRONG MOTION-COMMERCIAL $30.68 Total Fees: $1,893.23 Total Payments To Date: $1,893.23 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1760-602-2700 1760-602-8560 f I www.carlsbadca.gov THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: LJPLANNING EJENGINEERING DBUILDING []FIRE DHEALTH [:3 I Building Permit Application Plan Check No. C.CIO-CO ...t5 City of 1635 Faraday Ave.,, Carlsbad, CA 92008 City Est. Value :W17— 665 CO Ph: 760-602-2719 Fax: 7"0-602-8558 I ar1sI.ic.I email: building@carlsbadca.gov Plan Ck. Deposit Date —Pr ISWPPP I www.carlsbadca.gov JOB ADDRESS 2848 Whiptail Loop SUITE#/SPACE#/UNITP 7 209 APN - 120 - 15 - 16 CT/PROJECT If LOT P P OF UNITS BEDROOMS P BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 171 kk4E . DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Install two (2) prefabricated catwalk storage rack systems One (1) system will be 288 linear feet of rack with (8) levels 96" wide x 24" deep x 192" high One (1) system will be 256 linear feet of rack with (8) levels 96" wide x 24" deep x 192" high EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING Warehouse I YES#, NO[::] I YES ENOU 1 1IRESPRINKLERS YES ENOE APPLICANT NAME Primary Contact Jim Mack for Atlas Equipment PROPERTY OWNER NAME Carlsbad Oaks Partners LLC ADDRESS ADDRESS 5360 Eastgate Mall "E" 14110 Stowe Dr CITY STATE ZIP CITY STATE ZIP San Dieqo CA 92121 Poway CA 92064 PHONE FAX PHONE FAX 8584555800 858_455_7531 EMAIL ' EMAIL jmackatlasequip.com DESIGN PROFESSIONAL MichaelM.Obi CONTRACTOR BUS. NAME Atlas Equipment CompanyInc ADDRESS A(;-SS 1130E.CypressSt 5360Eastgate Mall "E" CITY STATE ZIP CITY STATE ZIP Covina CA92010 San Diecio CA 92121 PHONE FAX PHONE FAX 9098690989 9098690981 8584555800 _8584557531 EMAIL EMAIL mobi(seizmicinc.com jmack(atIasequip.com STATE LIC. P STATE LIC.# CLASS 35215 535820 _C61/D24 Aby Cl' S. LIC.# tec. ruji.o uuslness and Professions code: Any City or county which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issua!ic1 also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractors License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a Civil penalty of not more than five hundred dollars (6500)). Workers' Compensation Declaration: I hereby affirm under penalty of pe4txy one of the following declarations: [:11 have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. liII i have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Preferred Employers Insurance c , Policy No. WKN136255.10 Expiration Dale 101119120118 This section need not be completed if the pe ', is for one hundred dollars ($100) or less, [I] Certificate of Exemption: I certify tha) in th performance of the work for which this permit is issued, I shalt not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secu work rs' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, d mages bs provided for in Sectio 3706 of the Labor code, interest ,v .4it05ne1's fees. CONTRACTOR SIGNATURE 0 AGENT DATE thereby affirm that lam exempt from Contractors License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of properly who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year 01 completion, the owner-builder will have tIle burden 01 proving that he did not build or improve for the purpose of sale). Il] I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section _____________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement, []Yes ENo I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone / contractors' license number): I plan to provide portions of the work, bull have hired the following person to coordinate, supervise and provide the major work (include name/address/phone! contractors' license number): twill provide Some 01 the work, but I have contracted (hired) the following persons to provide the work irdicated (include name / address / phone / type of work): PROPERTY OWNER SIGNATURE ' []AGENT DATE Permit Type: BLDG-Commercial Application Date: . 10/23/2017 Owner: CARLSBAD OAKS PARTNERS LLC Work Class: Tenant Improvement Issue Date: 05/09/2018 Subdivision: Status: Closed - Finaled Expiration Date: 11/05/2018 Address: 2848 Whiptail Loop Carlsbad, CA 92010 IVR Number: 7129 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 03/27/2018 03/27/2018 BLDG-14 052871.2018 . Failed-Construction Andy Krogh Reinspection Complete Frame/Steel/Bolting/ Change Needed Welding (Decks) Checklist Item: COMMENTS Passed BLDG-Building Deficiency Plan revision required No 06/13/2018 06/13/2018 BLDG-Final 060786.2018 Failed Andy Krogh Reinspection Complete Inspection - - - Checklist Item - COMMENTS Passed BLDG-Building Deficiency. Add exit signs as noted on card - No BLDG-Structural Final Add rack spacers - No BLDG-Electrical Final . - - - - Yes 08/13/2018 08/13/2018 BLDG-Fire Final 060353-2018 - Passed Dominic Fled . Complete Checklist Item COMMENTS Passed FIRE- Building Final Yes - 08/16/2018 08/16/2018 BLDG-Final 067116.2018 Passed Andy Krogh Complete Inspection . 1 Checklist Item . COMMENTS • Passed BLDG-Building Deficiency Add exit signs as noted on card Yes BLDG-Structural Final Add rack spacers Yes BLDG-Electrical Final Yes . August 16, 2018 - Page lofi BRETTALBLINGER SPECIAL INSPECTIONS 3828 Sierra Morena Ave, Carlsbad, CA 92010 ICBO/ICC (858) 205-2333 ALL CITIES & JURISDICTIONS INSPECTION & MATERIAL TESTING REGISTERED INSPECTOR'S DAILY REPORT I I TYPE OF 0 Reinforced Concrete LI Structural Steel Assembly 0 Quality Control INSPECTION 0 Post Tensioned Concrete LI Fireproofing LI Epoxy Anchors REQUIRED 0 Structural Masonry LI Asphalt Other Job Address - City aa 1c Ld PT' CA Job Name I Permit Number Issued By ,4 14.A 05S i34c Type of Structure .- Architect Q wl I LJ4 wt. d3 I Material Description (type: grade, source) Engineer .A i. -. s '/ ' "Ie 'l I t I. A( Inspectors Name Subcontractor Brett Aiblinger . INSPECTION SUMMARY - LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE AND IDENTIFICATION NUMBERS OF SAMPLES TAKEN, STRUCTURAL CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED, ETC. : V L17 0 UJ. i -&I-ovt - S' r' izc I 9wa6AL; 4115— P A 1 A i A a A e r-' COit - 1 0 SAMPLES PAGE OF CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the reported work, unless otherwise noted i n conformance with the approved plans, specifications, and applicable'07 o the governing building laws. Certification Number ICC# O881693- TIME IN TIME OUT REG.HOURS OT1.5X OT 2X All in ections b d )Mini m of 4 hours. Over 4 hours 8 hours minimum. p A inspec ns e ndin St 000fl e charged as an 8 hour minimufin. APPROVED ROJECTSUPERIN NDE T EsGil A SAFEbuttCompany DATE: 11/14/2017 LI APPLICANT LI JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBC2017-0551 SET: II PROJECT ADDRESS: 2848 Whiptail Loop PROJECT NAME: Storage Racks for HM Electrics The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. Eli The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. Lii EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person III REMARKS: By: David Yao Enclosures: EsGil LIGA LIEJEIMB EPC 11/6/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 V/ EsGil A SAFEbuiIt'Company DATE: October 27, 2017 JURISDICTION: Carlsbad PLAN CHECK #.: CBC2017-0551 . SET: I PROJECT ADDRESS: 848 Whiptail Loop PROJECT NAME: Rack System for HM Electronics El APPLICANT JURIS. Lii The plans transmitted herewith 'have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. Lii The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Jim Mack Li EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Jim Mack Date contacted: 16 f2-7 jr? (by.-3 <Z Teieph~one Fax In Person RTE TV ZlIrr Pea- Telephone #: 858-455-5800 Email: JMackAtIasEquip.com By: Kurt Culver Enclosures: EsGil LIGA EEJEMB EPc 10/24/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC20 17-0551 October 27, 2017 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2848 Whiptail Loop DATE PLAN RECEIVED BY ESGIL: 10/24/17 REVIEWED BY: Kurt Culver PLAN CHECK #.: CBC2017-0551 DATE REVIEW COMPLETED: October 27, 2017 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. Carlsbad CBC20 17055 1 October 27, 2017 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? El Yes Ll No The last sheet of the plans (containing stair information) is illegible. Provide structural calculations for the stair system. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil. Thank you. Ôarlsbad CBC2017-0551 October 27, 2017 [DO NOTPAY— THIS IS NOTAN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2017-0551 PREPARED BY: Kurt Culver DATE: October 27, 2017 BUILDING ADDRESS: 2848 Whiptail Loop BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Rack 109,555 Air Conditioning Fire Sprinklers TOTAL VALUE 109,555 Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: ED Complete Review I $661 .561 I $430.01 LII Structural Only LII Repetitive Fee Iv Repeats L Other Hourly Hr. @ * EsGil Fee I $377.091 Comments: Sheet 1 of 1 — rrlli~, ~S;,76',AMIC4 i fv Is MATERIAL HANDLING ENGINEERING Fgr io SPECIAL PRODUCTS CONVEYORS STORAGE RACKS OTHER SERVICES SHELVING SPECIAL PRODUCTS TANK SUPPORTS TALL SUPPORTS SELECTIVE SEISMIC ANALYSIS METAL SHUTTLES MACHINERY HEADER STEEL DRIVE-IN PERMIT ACQUISITION METAL/WOOD VLM RACKBLDGS SORT PLATFORMS PUSH BACK EGRESS PLANS MOVABLE CAROUSELS SHEDS PICK MODULES FLOW RACK STATE APPROVALS GONDOLAS VRC MEZZANINES ROOF VERIFICATION CANTILEVER PRODUCT TESTING LOCKERS MODULAR OFFICES FOOTINGS CATWALKS FENCES Licensed in all 50 States Expires S_302019 1130 E. Cypress St Covina, CA 91724 ' MATERIAL HANDLINGENGINEERING EST 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: I CALCULATED BY: ysun DATE: 9/26/2017 PPflJVCT. )01700 ) MATERIAL HANDLING:ENGINEERING EST 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 2 CALCULATED BY: ysun DATE: 9/26/2017 PROJIECT#: 20170926 22 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 Column Base Plate Anchors Bracing Beam NOTE: ACTUAL CONFIGURATION SHOWN ON COMPONENTS & SPECIFICATIONS -SHEET -r —N Hip MATERIAL HANDLINGENGINEERING EST. 1985 -- TEL:(909)869-0989 1130 C. CYPRESS ST. COVINA. CA 91 724 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 3 CALCULATED BY: ysun DATE: 9/26/2017 PROJECT#: 2017092622 COMPONENTS AND SPECIFICATIONS Configuration 1: Typical H 1.2 Analysis per section 2209 of the 2016 CBC Levels: 8 Panels: 4 Load per Level S = 1.03 F = 1.09 1= 1 V = 0.4 F = 1.6 SDC = D V = 256 lbs. P ,, = 2500 lbs. = 674 lbs. se,smjc = 2943 lbs. 300 lbs 300 lbs 300 lbs 2100 lbs 196 I 300 lbs S. 28' 28 300 lbs 48" I 300 lbs 300 lbs FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN Level 1+ Level 1+ 3 x 3 - .075 (1C3014) 3 x 2.75 - 0.075 (30140) 3 Pin 2 cc Connector Steel = 55000 psi . Steel = 55 ksi Max Static Cap. = 3604 lb. Stress = 5% Stress = 24% (level 1) Stress = 11% HORIZONTAL BRACE Level 5 1.50 x 1.50 x 0.25 -0.06 5 x 2.75 - 0.075 (50140) Level5 Stress = 9% (panel 1) Steel = 55 ksi Max Static Cap. = 8664 lb. 4 Pin 2' cc Connector Stress =25% Stress4% DIAGONAL BRACE 1.50 x 1.50 x 0.25 -0.06 Level 6+ Stress = 38% (panel 2) • 3 x 2.75 - 0.075 (30140) Level 6+ Steel = 55 ksi Max Static Cap. = 3604 lb. 3 Pin 2" cc Connector Stress 11% Stress =3% Max stress = 25% (level 5) Max stress = 7% (level 2) Base Plate Slab & Soil • Anchors Steel = 36000 psi Slab = 6' x 4000 psi Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 8 in. x 5 in. x 0.38 in. 2 anchors/plate Sub Grade Reaction = 50 pci 0.5 in. x 3.25 in. Mm. Embed. Moment = 512 in-lb. Stress = 4% Slab Bending Stress = 11% (5) Pullout Capacity = 2480 lbs. Shear Capacity = 2678 lbs. Anchor stress = 36% Catwalk loading 75psfx 8ft x 3f = 1800 lbs Seizmic Analyzer version 20170925 © Copyright 1991-2016 Seizmic Inc. All rights reserved MATERIAL HANDLINGENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST. COVINA, CA 91724 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack- ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 4 CALCULATED BY: ysun DATE: 9/26/2017 PROJECT#: 2017092622 COMPONENTS AND SPECIFICATIONS Configuration 2: Tunnel Adjacent to: Typical H 1.2 Analysis per section 2209 of the 2016 CBC Levels: 8 Panels: 4 Load per Level 5=1.03 F = 1.09 1=1 V 214 lbs. P sratic =2100 lbs. S1 = 0.4 F,'= 1.6 SDC = D = 562 lbs. se,,mjc = 2546 lbs. Trans 300 lbs 300 Ibs I 300 lbs I - 2100 lbs I 48" 28" 196" 4 28' 122' 48" I 28" 36" 10 8" 96' FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN Level 5 Level 1+ 3 x 3 -.075 (1C3014) 5 x 2.75 - 0.075 (50140) 4 Pin 2" cc Connector Steel = 55000 psi Steel = 55 ksi Max Static Cap. = 8664 lb. Stress = 4% Stress = 20% (level I adj.) Stress = 25% HORIZONTAL BRACE Level 6+ 1.50 x1.50 x 0.25 -0.06 3 x 2.75- 0.075 (30140) Leve16 Stress = 7% (panel 1) Steel = 55 ksi Max Static Cap. = 3604 lb. 3 Pin 2' cc Connector Stress= 11% Stress =3% DIAGONAL BRACE 1.50 x 1.50 x 0.25 -0.06 Stress = 35% (panel 2) Max stress = 25% (level 5) Max stress = 4% (level 5) Base Plate Slab & Soil Anchors Steel = 36000 psi Slab = 6" x 4000 psi Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 8 in.-x-5 in. x-0.38 in. 2-anchors/plate Sub Grade-Reaction = 50 pci• -.0.5 in. x 3.25 in. Mm. Embed. Moment = 428 in-lb. Stress = 3% Slab Bending Stress = 9% (S) Pullout Capacity = 2480 lbs. . Shear Capacity = 2678 lbs. - Anchor stress 32% Catwalk loading 75psfx 8ft x 3ft = 1800 lbs Seizmic Analyzer version 20170925 @ Copyright 1991-2016 Seizmic Inc. All rights reserved -.---. . MATERIAL HANDLlNGENGlNEERlNG EST. 1985 TEL-(909)869-0959 1130 E. CYPRESS ST. COVINA, CA 91724 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 5 CALCULATED BY: ysun DATE: 9/26/2017- PROJECT#: 20170926_22 COMPONENTS AND SPECIFICATIONS Configuration 3: Landing End Bay H 1.2 Analysis per section 2209 of the 20.16 CBC Levels: I Panels: 3 S = L03 F = 1.09 I= I S = 0.4 F,,'= 1.6 SDC = D V V = 178 tbs. P . = 1862 tbs. = 469 tbs. = 2351 tbs. Load per Level 7350 lbs 120' 120' 36" -I' _ 147' 24" FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 6 x 2.75 - 0.090 (60130) . 4 Pin 2' cc Connector 3 x 3 -.075 (IC3014) Steel = 55 ksi Max Static Cap. = 8368 lb. Stress = 10% Steel = 55000 psi Stress = 89% Stress = 37% (level 1) Max stress= 10% (level 1) HORIZONTAL BRACE Max stress = 89% (level I) 1.50x 1.50x 0.25 -0.06 Stress= 6% (panel I) DIAGONAL BRACE 1.50 x 1.50x 0.25 -0.06 Stress (panel _=_33%_ _3) Base Plate Slab & Soil Anchors Steel = 36000 psi . . Slab = 6' x 4000 psi Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 8 in. x 5 in. x 0.38 in. 2 anchors/plate Sub Grade Reaction = 50 pci 0.5 in. x 3.25 in. Mm. Embed. Moment = 5251 in-lb. Stress = 7% Slab Bending Stress = 7% (5) Pullout Capacity = 2480 tbs. Shear Capacity = 2678 tbs. Anchor stress = 71% Landing design loading 75psfx 12.25ft x 8ft = 7350 lbs Seismic Analyzer . version 20170925 @ Copyrighl 1991-2016 Seismic Inc. All rights reserved MATERIAL HANDLINGENGINEERING 851. 1985 TEL:(909)869-0989 I liv t. L T rI'..t I. ISJVIINP.. LP. y IZ'4 Loads and Distribution: Typical PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 6 CALCULATED BY: ysun DATE: 9/26/2017 PROJECT#: 20170926 22 Determines seismic base shear per Section 2.6 of the RMI & Section 2209, of the 2016 C Fn # of Levels: 8 SDC: D Rw (L): 6 p • Pallets Wide: 2 Wpl 4200 lbs Rw (T): 4 EL4 Pallets Deep: I Wdl: 800 lbs Fa: 1.088 EL3 _____ /F2 Pallet Load: 150 lbs Total frame load: 5000 lbs Ss: 1.03 ELS le: 1 Fv:l.6 Sl:0.4 TI: 1 It: 0.5 Base Shear: Vp,,oi = (C . Ip ((0.67 W) + WOL)) Longitudinal: VJfl8 = (0.071 1 ((0.67 4200 lbs) + 800 lbs)) = 256 lbs Transverse: = (0.187 1 ((0.67 4200 lbs) + 800 lbs)) = 674 lbs -ISEIZMIC 6-" T MATERIAL HANDLlNGENGlNEERlNG EST: 1985 TEL:(909)869-0989 1130 E. CYPRESS ST. COVLNA, CA 91724 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 7 CALCULATED BY: ysun DATE: 9/26/2017 PPOJFfTli• 0170Q Longitudinal Transverse Level hr Wh f w wh 1 10 400 4,000 19 400 4,000 28 2 38 400 15,200 6.47 400 15,200 17.62 3 66 400 26.400 11.23 400 26,400 30.61 4 94 400 37,600 15.99 400 37,600 43.59 5 122 2,200 268.400 114.16 2,200 268,400 311.17 6 150 400 60,000 25.52 400 60,000 69.56 7 178 400 71,200 30.28 400 71,200 82.55 8 196 400 78,400 3335 400 78,400 90.89 256 lbs 674 lbs INC MATERIAL HANDLING.--ENGINEERING EST. 1985 ThL:(909)869-0989 I l.)U C. LI rn.00a 01. Luv uNit. Lit VI IZ'+ PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 8 CALCULATED BY: ysun DATE: 9/26/2017 PROJECT#: 20170926 22 LRFD BASIC LOAD COMBINATIONS Typical 2016 CBC& RMI / ANSI MH 16.1 = 674 lbs = 256 lbs SdS = .747 PL = Product Load * 0.5 = 2,100 lbs DL = Dead Load / 2 = 400 lbs EL = Seismic Load = 3,679 lbs Basic Load Combinations Dead Load = 1.4D+ 1.2P (1.4400)+(l.22,100) = 3,080 Gravity Load = 1.2D + 1.4F + 1.6L + 0.5(L or S or R) (1.2400)+(1.42,100)+(1.60)+(0.50) = 3,420 Snow/Rain = 1.2D + 0.85P+ (0.5L or 0.5 W) + 1.6(L, or S or R) (1.2 •400) + (0.85 2,100) + (0.5 0) + (1.60) = 2,265 Wind Load = 1.2D + 0.85P + 0.5L + l.OW+ 0.5(L or S or R) (1.2 400) + (0.85 2,100) + (0.5 0) + (1 0) + (0.5 0) = 2,265 Seismic Load = (1.2 + 0.2SDS)D + (1.2 + 0.2S05)I3P + 0.5L + pE + 0.2S ((1.2 + (0.2 . 0.747)) 400) + ((1.2 + (0.2 . 0.747)) 0.7 2,100) + (0.5 0) + (1: 3,679) + (0.2 . 0) = 6,202 Wind Uplift = 0.9D+0.9P0 + 1.0W (0.9 . 400) + (0.9 . 2,100) + (1 . 0) = 360 7A. Seismic Uplift = (0.9 - 0.2SDS)D + (0.9 - 0.2S05)P + pE ((0.9 -(0.2 . 0.747)) . 400) + ((0.9 -(0.2 . 0.747)) 1 2,100) + (1 3,679) = 5,555 713. Seismic Uplift = (0.9 - 0.2S/)s)D + (0.9 - 0.2S0s)JIP - pE ((0.9 -(0.2 . 0.747)) . 400) + ((0.9- (0.2 . 0.747)) 1 2,100) -(1 . 3,679) = -1,802 For beam Pair Only : D = 321bs. P 2,lOOlbs. I = 2621bs. 8. Product/Live/Impact = 1.2D + 1.6L + 0.5(SorR) + 1.4P + 1.41 (1.232)+(1.60)+(0.50)+(1.42,100)+(1.4262) = 3,345 ASD LOAD COMBINATIONS FOR SLAB ANALYSIS (1 + O.IOSSDS)D + 0.75[(1.4 + 0.14S,,)f3P + 0.7pE] = (1 + 0.105 •O.747) 400 + 0.75 [(1.4 + 0.14 0.747) 0.7 2,100 + 0.7 1 •3.679] = 4,022 (1 + 0.14S,D + (0.85 + 0.I4SDs f3P + 0.7pE =(1 + 0.140.747) 400+ (0.85 + 1.40.747) 0.72,100+0.7 I 3,679 = 4,420 D + P =400+ 2,100 = 2,500 MATERIAL HANDLINGENGINEERING EST. 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 9 CALCULATED BY: ysun DATE: 9/26/2017 PROJECT# 20170926 22 I 130E. CYPRESS ST, COVINA, CA 91724 - - -- LONGITUDINAL ANALYSIS Typical 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 for pinned condition, where the base plate cannot carry moment). MCOflflR = McOflflL = M 0,,,, - Fn M 0,,.,, =((M + M11,) / 2) + M,,ds M5-5 V0i = Vj=g / # of columns = 128 lbs N444 hi MB = 512 in-lbs M3-3 M = Vh ((V0i h.)-M M2-2 10 Lo,,er B.'sc (128 lbs x 8 in) - 512 in-lbs = 512 in-lbs , i- B SIb FRONT ELEVATION Levels hi ft Axial Load Moment Beam End Moment Conn Moment 1 10 10 2,500 512 489 1,219 2 28 3 2,300 1,659 489 1,712 3 28 6 2,100 1,614 489 1.683 4 28 8 1,900 1,535 489 1,639 5 28 57 1.700 1,423 1,384 2,407 6 28 13 600 624 489 1,023 7 28 15 400 445 489 786 8 18 17 200 150 489 564 j Zc:;, -•- INC - MATERIAL HANDLINGENGINEERING EST. 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 10 CALCULATED BY: ysun DATE: 9/26/2017 PROJECT#: 20170926 22 COLUMN ANALYSIS Typical (Level 1) Analyzed per Rivil, AISI 2012 (LRFD) and the 2016 CBC. Section Subject to Torsional or Flexural-Torsion Buckling (Section C4.1.2) K L / R = L2- 8 / 1.26 = 7.59 1-36/1.12 = 32.14 KRm= = 32.14 r0 = (rr2 + r 2+X = (1.62+ 1.122 +2.862)1 = 3.32 in. (Eq C3.1.2.1 -7) = 1 - (x0 / r0)2 = I - (-2.86 / 3.32)2 = 0.26 (Eq C4.1.2-3) F, = fl2E/(KL/r),,,2 = 3.14229500/32.142 = 281.908 ksi (Eq C4.1.1-1) F, = (1 /2f3)((0 + ,) - ((r + ,)2 - = (1 / (2 - 026)((5048.26 + 2108.22) -((5048.26 + 2108.22)2 (Eq C4.1.2- 1) -(4 - 0.26- 5048.26 - 2108.22))1 /2) = 1576.853 ksi where: cy= = fl2E/(KLr /R)2 = 3.14 .295b0/32.142 = 5048.265 ksi (Eq C3.1.2-1 1) cr,= 1 / Ar 2(GJ + (H2EC,,) / (K,.L,)2) = 1/0.71 - 3.322J 1300 - 0.0012 + (3.142 29500 - 2.33) / (0.8 - 8)2) = 2108.223 ksi (Eq C3J.2-9) F = Min(Fe1, Fe2) = 281.908 ksi P=A ff F = (F /F) = (55 /281.908)1 /2 = 0.442 • (Eq C4J-1) Since X < 1.5, F = (0.658-(X 2)). = 50.687 ksi (Eq C4.1-4) Thus (Eq C4.1-2) F = 27,559 lbs ,, = P,,-4 = 23,425 lbs ) MATERIAL HANDLING ENOIEERING EST. 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 11 CALCULATED BY: ysun DATE: 9/26/2017 PROJECT#: 20170926 22 COLUMN ANALYSIS Typical (Level 1) Analyzed per RIvH, AISI 2012 (LRFD) and the 2016 CBC. Lateral-Torsional Buckling Strength [Resistance] (Section C3.1.2) P00 = = 29,904 0.85 = 25,418 lbs. Where P0 = AeFj, = 0.54 55 = 29,904 lbs. M = M0 = 5cFc = SmieFc (Eq C3.1.2.1 . -1) F = CrQA(,p,)"2 /Sf = 10180.67 ksi Fç = C,A(j + C(j2 + ro2(e / ))1) / (CS 1) = 3154.76 ksi (Eq C3.1.2.1-4) Fe = (C6n2Edi) / (SJKL)2 = 793.93 ksi (Eq C3.1.2.1-10) Fe = 793.93 ksi (Eq C3.1.2.1-14) Since. F >= 2.78Ff F = (Se /Sc (Eq C3.1.1-3) i. e. F = ],, = 55 ksi reducedFceff = 1- ((1 - Q)/2) (F/F)Q F0 = 52.2 ksi M,m = 33,377 in-lbs M,,0 = 27,071 in-lbs M M,,4 5 = 30,039 in-lbs M,14b = 24,364 in-lbs (Eq C5.2.2-6) P = 1TI2EJ / (KL0)2 = 3,588,553 lbs (Eq C5.2.2-7) 'Ey = II2EJV / (K,L)2 = 200,415 lbs x0 = (1 - / 'ex)) = i (Eq C5.2.2-4) ci. = 0 - (P / P,,)) = 0.99 (Eq C5.2.2-5) P,, = (1.2 + 0•25dc) D + (0.85 + 0.2Sd ) ° => P = 2635 lbs = = 512 in-lbs (Eq C5.2.2-2) M (Eq C5.2.2-1) P,, = (1.2 . D) + (1.4 . P) = 3420 lbs P,,.t,/P = 3420/23425=0.15 Static Stress = 14% Since, P. / P0 > 0.15 Stress I = P, / P + M0 / (4 M ) + Al, / (4 5M ((2635 / 2314255 + (512 / 0,ô39) +'( / 24.'4)) = 12% Stress2 = P, / P +C ' .M / (45M (ii) + Cm M / (4 5M a) ((2635 / 25,4185+ (0.5 512 / 3',039 0h9 . ) + (0.' ,, 5 ,, 1 / 24,364 0.989))) = 11% Stress3 = (1.2 +0 .2S1 )D+ (1.2 + 0.2S05)3P+ 0.5L + pE+ 0.2S/P00 6202.33/25,418 = ColumnStress = Max(Stressl, Stress2, Stress3. Static) = 24% 3x3-.075 SECTION PROPERTIES Depth 3 in. Width 3 in. 0.071 in. Radius 0.107 in. Area 0.711 in2 AreaNet 0.599 in2 1.136in4 Sx 0.757 in"3 Sx net 0.639 in3 Rx 1.264 in. ly 0.892 in4 Sy 0.519inA3 Ry I.I2in. 0.001 in"4 Cw 2.328 in6 ix 1 3.134 in. Xo -2.863 in. Kx 1.2 Lx 8in. Ky Ly 36 in. Kt 0.8 Fyv 1 55 ksi Fuv 70 ksi 0.9 G 11300 ksi E 29500 ksi Cmx 0.85 Cs -1 Cb I Ctf I Phib 0.9 Phic 0.85 D 5x2.75-0.075 Top flange width C = 1.75 in. Bottom width B = 2.75 in. Web depth A = 5.0 in. Beam thickness t = 0.075 in. Radius r= 0.15 in. Fy . 55 Fu = 65 Y1= 2.16 Y2= 2.62 Y3 = 2.39 Ycg 2.39 1x 3.42 Sx 1.31 E= 29500 FBeam F = 400 Beam Length L = 96 MATERIAL HANDLINGENGINEERING EST. 1985 - - TEL:(909)869-0989 1130 t. UY MtZb S I. LUVUNA, LA 91/24 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 12 CALCULATED BY: ysun DATE: 9/26/2017 PROJECT#: 20170926 22 BEAM ANALYSIS Typical Determine allowable bending moment per AISI Check compression flange for local buckling (B2.1) Effective width w = C - 2t- 2r = 1.75 -(2 0.075) -(2 0.15) = 1.3 in. w/t = 1.301 / 0.075 = 17.41 = (1.052 / k1l) (w/t) (Ft, / E)1/2 = (1.052 / 2) . 17.411 (55 / 29500)112 = 0.4 <= 0.673: Flange is fully effective. Check web for local buckling (B2.3) f1(comp) = F (y3 /y) = 55 * 2.39/2.62 = 50.27 ksi f2(tension) = F; (y1 /y2) = 55 * 2.16 12.62 = 45.44 ksi = - (f2 If) = -(45.44/50.27) = -0.9 Bucklingcoefficient k = 4 + 2 - (1 - P)3 + 2 -(1 - 'F) =4+2(l--0.9)+2(1--0.9) = 21.61 Flat Depth w = y + y3 = 2.16 + 2.39 = 4.551 w/t = 4.551/0.075 = 60.92 w/t <200: OK X = (1.052 / k1/2)- (w/t) . (f /)lI2 = (1.052/2)- 60.918 (50.27 / 29500)lI2 = 0.57 bl = w (3 - 'F) = 5 . (3 - -0.9) = 17.76 b2w/22.28 bl + b2 = 17.76 + 17.76 = 20.04 Web is fully.effective Determine effect of cold working on steel yield point (FYA) per section A7.2 Corner cross-sectional area Lc = (11 / 2) . (r + I / 2) = (fl / 2) - (0.15 + 0.075 / 2) = 0.294 L1 = effective width = 1.301 C = 2-L/L1+2-L = 20.294/1.301+2L = 0.3116 m = 0.192- (F/F) - 0.068 = 0.192-(65/55)-0.068 = 0.1589 B = 3.69.(F/F_,)-0.819-(F1 /F1)2.- 1.79 = 3.69 -(65/55)-0.819 -(65/55)2 -1.79 = 1.43 FuIFy65/55 = 1 <1.2 nt = 0.15 10.075 = 2.008 < 7 = OK = B;F/(r/I) = 1.43- 55/(2.008)m = 70 = C -Flc 1 +(l - C) - F = 0.312- 70+(1 -0.312)- 55 = 60 F_va.souom = Fvv..Iop 'cg / (A - )"Cg) = 60 2.39 1 (5.0 - 2.39) = 54 MATERIAL HANDLING3ENGINEERING EST, 1985 TEL:(909)869-0989 I IJSJ C. I rrsCaa a i. LIJV INfl. LIt >1 tAM PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 13 CALCULATED BY: ysun DATE: 9/26/2017 PROJECT#: 20170926 22 BEAM ANALYSIS Typical Check Allowable Tension Stress for Bottom Flange Lfigç.01 = B-(2'r)-(2t)= 2.75-(20.15)-(20.075) = 2.3 Cbot(om = 2 L1 / (Lfl05190, +2 L) = 2 0.294 / (2.3 +2 0.294) = 0.204 bouon, CbOltOm F + (1 C50110,) F 0.204 70 + (1 - 0.204) 55 58.11 A _- F = F =59.75 ksi ' . I F. Determine Allowable Capacity For Beam Pair (Per Section 5.2 of the RMI. PT II) Check Bending Capacity 5 x 2.75 - 0.075 = 4) = W L R,,, / 8 Top flange width C = 1.75 in. 92 = LRFD Load Factor = (1.2 DL + 1.4 PL + 1.40.125 . PL) PL Bottom width B = 2.75 in. Web depth A = 5.0 in. For DL = 2% of PL: Beam thickness t = 0.075 in. = 1.2 0.02 + 1.4 + 1.4 0.125 = 1.6 Radius r = 0.15 in. Fy= 55 R = 1-((2 FL)/(6 EJa+3 FL)) I Fu= 65 = 1-((240096)/(6295003.42+340096)) = 0.89 YI= 2.16 4) M = 4) F S = 74.26 Y2 = 2.62 - Y3=. 2.39 = 4) M,, 8 . (# of Beams) 1.(L'-K2) = (74.26 . 8 . 2) / (96 . 0.89 1.6) Ycg = 2.39 = 8664 lbs/pair Ix = 3.42 Sx= 1.31 Check Deflection Capacity 29500 E= FBeam F = 400 A. = R Beam Length L = 96 = L/ 180 Rd = 1-(4 F-L)/(5 FL+ 10 E.4) = 1-(440096)/(540096+10•29500•3.42) = 0.87 = (5 WL3)/(384 EJa) L/180= (5WL3 Rd) /(384EJX (#ofBeams)) W = = (384 . 29500 3.42 . 2) / (180 - 5 . 962 . 0.87) 1000 = 10708 lbs/pair k SEiCJ! - i-'• MATERIAL HANDLING.ENGINEERING EST. 1985 TEL:(909)869.0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 14 CALCULATED BY: ysun DATE: 9/26/2017 PRO.WCT 201709% 27 130 E. CYPRESS ST. COVINA, CA 91724 - Allowable and Actual Bending Moment at Each Level WP / 8 M0110 ,,1 = Waio,a,k . P / 8 Mseismic=Mconn Moii ,seismic S F Level II4'staric A''oiio,r.s,a,ic ''seismic ''1all o,,.sis,*ic Result 2,400 21,624 787 21,624 Pass 2 2.400 21,624 1,063 21.624 Pass 3 2,400 21,624 1,032 21,624 Pass 4 2,400' 21,624 984 21.624 Pass 5 13,200 51,984 1,204 51,984 Pass 6 2,400 21,624 512 21.624 Pass 7 2,400 21,624 393 21,624 Pass 8 2,400 21,624 282 21,624 Pass - MATERIAL HANDLINGENGINEERING EST. -l9B5 TEL:(909)869-0989 LUVIINA. LI'. YJ hA PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEETS: 15 CALCULATED BY: ysun DATE: 9/26/2017 PROJECT#: 20170926 22 BEAM TO COLUMN ANALYSIS Typical Shear Strength of Pin Pin Diameter 0.438in. F = F,,,, = 54000 psi AISI Table E3.4 -1 A,, = d'-11/4 = 0.15 in = A,, F,, = 8136.39 lbs AISI Table E3.4 -1 Shea, = t1P,, = 0.75-P,, = 6102 lbs. Bearing Strength of Pin Column Thickness t = 0.07 in Sinced/t< 10 C = 3 mf = 1.0 F,, = 65000 psi P,, = CmdyF,, = 6064.11 lbs AISI E3.3.1 -I Bea.ing = = 0.75 6064.11 = 4548 lbs Moment Strength of Bracket Edge Dist. = I in. Tip = =0.179 in. S, = 0.127 in.3 M,, = S F;, = 6985 in-lbs AISI C3.1.1 -1 Ms,,.engbh =OMn = 0.9 A'!,, = 0.9 S1, F;, = 6286.5in-lbs c = 1.67 d = Edge Dist./2 = 0.5 in. = c d P,,,,1, = MS,,e,,g,h / (c = 7542 lbs Minimum Value of P1 Governs P1 = Min(P,,,,,,,, &aig' 'c,,) = 4548 lbs Mc,,,,,,Aj,,,,, ' (i', . 4.5) + (P, . (2.5 / 4.5) . 2.5) + (P, - (0.5 /4.5) - 0.5) = 27035.33 in-lbs MATERIAL HANDLING:ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST. PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 16 CALCULATED BY: ysun DATE: 9/26/2017 PR().WCTÜ 2fl17097 77 BRACE ANALYSIS Typical (Panel 2) Analyzed per Rivil, AISI 2012 (LRFD) and the 2016 CBC. Section Subject to Torsional or Flexural-Torsion Buckling (Section C4.1.2) K L / R = 1 - 45 / 0.62 = 72.58 K',- L / R = 1 45 / 0.49 = 92.23 KL/R = 92.23 r0 = (1r2 + r2+X 0 2)112 = (0622 + 0.492 + 1.022)10- = 1.29 in. (Eq C3.1.2.1-7) = I - (x0 Fr)2 = I - (-L02 / 1.29)2 = 0.37 (Eq C4.1.2-3) F, = fl2E/(KL/r)2 = 3.142.29500/92.232 = 34.226 ksi (Eq C4.1.1-1) F2 = (1 / 2)(( + ) - (( + , )2 - (4I3,))1/2) = (1 / (2 . 0.37)((55.27 + 18.44) - ((55.27 + 18.44)2 (Eq C4.1.2-1) - (4 . 0.37- 55.27- 18.44))1'2) = 14.956 ksi where: = n2E / (K.L0 / R )2 ex = 3.14 - 295b0 / 92.232 = 55.269 ksi (Eq C3.1.2-1 I) cr,= I / Ar 2(GJ + (112EC0,) / (K(L,)2) = 1 / 0.27 1.292(11300. 0.0003 + (3.142 . 29500 - 0.04) / (0.8 45)2) = 18.437 ksi (Eq C3.1.2-9) Fe = Min(Fe1. Fe2) = 14.956 ksi P=A ff F X = (F /F)U2 = (36/14.956)1/2 = 1.551 (Eq C4.1-1) since ?> 1.5, F0 = (0.877 / (X2)) - F%, = 13.116 (Eq C4.14) Thus (Eq C4.1-3) P = 3,591 lbs P=P0-=3,O53lbS SE MATERIAL HANDLINGENGINEERING EST. 1985 TEL:(909)869-0989 I I/U I. LYI'KtSS SI. LOVIINA. LA 91/24 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 17 CALCULATED BY: ysun DATE: 9/26/2017 PROJFCT 7017006 77 BRACE ANALYSIS Typical (Panel 2) Analyzed per RMI, AISI 2012 (LRFD) and the 2016 CBC. Lateral-Torsional Buckling Strength [Resistance] (Section C3.1.2) P00 = = 9,857 0.85 = 8,378 lbs. Where P0 = A0F,, = 0.27 36 = 9,857 lbs. M0 = M0 = S0F0 = SminFc S (Eq C3.1.2.1-I) F = C5r0A(ap,)1'2 / Sf = 80.53 ksi F0 = CAaex( + C,(12 + r02( / 'e))) / (CS1) = 22.52 ksi (Eq C3.1.2.1-4) F, = (C5H2EdJ) / (SJ(K),L),)2 = 100.23 ksi (Eq C3.1.2.1-10) Fern,o = 22.52 ksi (Eq C3.1.2.1-14) Since, 0.56F, < F < 2.78F0 F0 = (10/9)F,(1-(10F,/(36F0)) = 22.2 ksi (Eq C3.1.2.1-2) reducedF00ff = 1 -((1 - Q)/2) F0 /F)Q F0 = 22.2 ksi M = 3,115 in-lbs Mm, = 1,618 in-lbs M,,,46 = 2,803 in-lbs M,,,4 5 = 1,457 in-lbs = fI2EJ0 / (K0L1)2 = 15,140 lbs (Eq C5.2.2-6) PEy =n2 E~,/ (K,,L)2 = 9,374 lbs (Eq C5.2.2-7) Max P0 = 3,591 lbs VThrns = 532 lbs LD, = ((L - 6)2 + (D - 2B)') 1/2 = 45.69 in. = (VTmO0 •LDiag)/D = 1350.81 lbs. Brace Stress = / P0 = 38% 1.50 x 1.50 x 0.25- 0.06 SECTION PROPERTIES Depth 1.5 in. Width 1.5 in. 0.057 in. Radius 0.085 in. Area 0.274 in2 AreaNet 0.274 in2 Ix 0.105 inA4 Sx 0.14 in"3 Sxnet 0.14 in'3 Rx 0.62 in. Iv 0.065 in"4 Sy 0.073 in3 Ry 0.488 in. J 0in"4 Cw 0.035 in'6 Jx 11.231 in. Xo -1.024 in. Kx Lx 45 in. Ky Lv 45 in. Kt 0.8 Fyv 36 ksi Fuv 42 ksi G 11300 ksi E 29500 ksi Cmx 0.85 Cs -1 Cb Of I Phib 0.9 Phic 0.85 Elz iJ MATERIAL HANDLINGENGINEERING EST. 1985 TEL:(909)869-0989 j 131) t. LYVKLSS SI. LUVINA. LA 91124 PROJECT: HM Electronics FOR: Atlas Copco Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 18 CALCULATED BY: ysun DATE: 9/26/2017 PR0.WCT 7017092t 7 POST-INSTALLED ANCHOR ANALYSIS PER ACI 318-14, CHAPTER 17 Configuration 1 Typical Assumed cracked concrete application Anchor Type 1/2 dia, 3.25 hef, 6' mm. slab ICC Report Number ESR-1917 1.5 hej = 4.875 in. Slab Thickness (ha) = 6.000 in. Cai = 12 useCQ,OdJ = 4.875 in. Mm. Slab Thickness (hmj,,) = 6 in. Ca2 = 12 useCo2aaj = 4.875 in. Concrete Strength (f.) = 4000 in. Diameter (d) . = 0.5 in 3 . h 1 = 9.75 in. Nominal Embedment (hao,,,) = 3.5 in. Effective Embedment (he) = 3.25 in. S = 6 in useSjaaj = 6 in. Number of Anchors (n) = 2 S2 = 0 in useS2adj = 0 in. e'N e'V From ICC ESR Report Sl.1.5hef1.. A As: Na 106000 psi S 2.375 in. P. C =2.375 in. . C 7.5 in. 4915 in. V vc ha 1.. '..' 'I4 ' 1.5cai :S1 1;5cai seismic Adj. Strength Tension Capacity = 3307 lbs 0.75 2480 lbs Shear Capacity = 3571 lbs 0.75 2678 lbs L 1 MATERIAL HANDLING.ENGINE.ERING EST. 1955 TEL:(909)869-0989 I I.0 C. LI rl'.Ca) 3t. LUVIIN/%, UA VI IL4 PROJECT: H.M Electronics FOR: Atlas CopcoJim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 19 CALCULATED BY: ysun DATE: 9/26/2017 PROJECT#: 20170926 22 ANCHOR ANALYSIS - TENSION STRENGTH Configuration 1 Typical Steel Strength 4) = 0.75 = 4sLa = 0.75 2 0.101 106000 = 16,059 lbs Concrete Breakout Strength 4)NCbS 4) = 0.65 AN = (CQ,dJ +SjQI + 1•5hef)(Ca2adj +S2d J+ 1.5hz) = 153.563sq.in. AN co 9h,-2 = 95.063 sq.in. Check if ANCO > A,1, ANC / ANOO = 1.615 = 1 k0 =17 A11 = I N5 = kcAa(fo)°5(hef'5 = 6,299 lbs cpN = = 4)(ANC /ANCO)(P N)(W dN)(PcN)(5YCPN)(Nb) 0.65 . (153.563 /95.063) I I I I 6299 = 6,614 lbs 17.4.1 17.3.3. a 17.4.1.2 17.4.2 17.3.3 b i 17.4.2.4 .17.4.2.5 17.4.2.6 17.4.2.2 17.4.2.2 d 17.4.2.7 17.4.2.1 Pullout Strength 4)N, 0.65 tpop = I OATP~= 4)911CP1'TP.C,(IC I 2500)0.5 = 8,082 lbs Steel Strength (4)N) = 16,059 lbs Embedment Strength - Concrete Breakout Strength (4)N) = 6,614 lbs Embedment Strength - Pullout Strength (4)A1,,) 8,082 lbs 17.4.3 17.4.2 17.4.3.6 17.4.3.1 C5 INC MATERIAL HANDLINGENGINEERING EST. I98 TEL:(909)869-0989 1130 E. CYPRESS ST. COVINA, CA 91724 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 20 CALCULATED BY: ysun DATE: 9/26/2017 PROJECT#: 20170926_22 ANCHOR ANALYSIS -. SHEAR STRENGTH Configuration 1 Typical 17.5.1 17.3.3. Condition a ii 17.5.1.2a Steel Strength 4)V VS0 = 5495 / Anchor --per report 4) = 0.65 = On - = 0.65 2 5495 = 7,144 lbs Concrete Breakout Strength 4)Vcbg 0.7 Av = (1.5C01 + SJOdJ + L5Caj)ha = 252 sq.in. Av 0 = 3Caiha = 216 sq.in. Check ifAv 0 >Av Av/Av0 = 1.167 = 1 edY = 0.9 'iJcj, = I Th.v = 1.732 d = 0.5 in. = 0.5 in. = 1 The smaller of 7(1 and 9),(f)0.51.5 = 14,948 lbs = 41(A j/ / A 0.7 -(252/216) 1 -0.9 1 1.732- 14.948 = 19,030 lbs 17.5.2 17.3.3 Condition b i — I 17.5.2.5 17.5.2.6 17.5.2.7 17.5.2.8 17.5.2.2 17.2.6 17.5.2.2 a. 17.5.2.2b 17.5.2.1 Pryout Strength 4)Vcpg 4) = 0.7 Kcp = 2 A'cbg = 10,175 lbs 41Vcp9 =OK~Acbg = 0.7 - 2 10175 = 14,245 lbs Steel Strength (4)V) = 7,144 lbs Embedment Strength - Concrete Breakout Strength (OP~bg = 19,030 lbs Embedment Strength - Pryout Strength (4)V) = 14,245 lbs 17.5.3 17.3.3 Condition b 17.5.3.1 w Fr V CROSS AISLE ELEVATION -: MATERIAL HANDLINGENGINEERING EST;1985 TEL(909)869-0989 i jUt. LYVKtSS SI. WV/NA. LA 9II2 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 21 CALCULATED BY: ysun DATE: 9/26/2017 PRO.WCT#! 20170921 22 OVERTURNING ANALYSIS Typical Per Rivil Sec 2.6.9 and ASCE7-10. Sec 15.5.3.6. Weight of rack w/ every level loaded 67% capacity, & Top Loaded only EVERY LEVEL LOADED TO 67% CAPACITY. W,n = 42001bs. Wai = 8001bs. Wp, 67% = 4200 0.67 = 28141bs. = (2/3 . 1.09 1.03 1 ((0.672814) + 800)) / 4 = 501 lbs. M. = "raw 501 141 = 70641 in-lbs = (Wpi+Wai)d=(2814+800)24 = 43368 in-lbs P_fl = I (M, - M) / d = (70,641 - 43,368) / 24 = 1,136 lbs MDov,, = 1 (M0 , + M) / d = (70,641 + 43,368) / 24 = 4750 lbs TOP SHELF LOADED Shear = 205 lbs M0 ,= VHr = 205(l96+((18-10)/2)) = 41000 in-lbs M, = (W#+ Wai)d(300+ 800)24 = 13200 in-lbs P /fl = I (M0 , - Mi) / d = (41.000 - 13,200) / 24 = 1,158 lbs ANCHORS No. of Anchors : 2 Pull Out Capacity : 2480 lbs Shear Capacity : 2678 lbs COMBINED STRESS Fully Loaded = ((1136 / 2) / 2480) + ((501 / 4)) / 2678) = 0.28 Top Shelf Loaded = ((1158 / 2) / 2480) + ((205 / 4)) / 2678) = 0.25 Seismic UpLift Critical (LC#7B) = ((1802 / 2) / 2480) / I = 0.36 Elzmlc MATERIAL HANDLlN:ENGINEERlNG EST. 1985 TEL:(909)869.0989 I JUt. LI Itt33 3 z. LUVIINP.. LP. Y lZ4 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 22 CALCULATED BY: ysun DATE: 9/26/2017 PROJIECT#: 20170926 22 BASE PLATE ANALYSIS Typical 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 using in determining Mb: Moment capacity of the base plate Moment capacity of the anchor bolts Vcol * h/2 (full fixity) Mb is the smallest value obtained from these three criteria. F = 36000 psi P0i = 2500 lbs M7 = 512 in-lbs P/A=P,iI(DB) = 2500 lbs/(8 5) = 62.5 psi = M,/(DB2/6) = 512/(582/6) = 9.6 psi fb2 =j(2b,/B) = 9.6(22.5/8) = 6ps1 fbi fbfb2 = 9.6-6psi = 3.6 psi Mb = wb12 / 2 = (b12 /2) (f +f + 0.67 f62) = (2.52 / 2) (62.5 + 3.6 + 0.67 6) = 219.06 in-lbs Sj = (Bt2)/6 = 0.19sq.in. F 5 = 0.75 F = 27000 psi fblFb = Mb/(SF) = 219.06 I(0.l927000) = 0.04 Plate width B 8 in. Plate depth D 5 in. Plate thickness t 0.38 in. Column width b 3 in.. bl 2.5 in. fD2 thi Base Plate Width . 8in. Depth W 5 in. Frame Frame depth d . 24 in. Concrete Thickness t 6 in. fc 4000 psi 4) 0.6 3 x ks 50 r1 3.16 ec 3604996 Soil 401 1000 psf _J - IN J MATERIAL HANDLlN3;ENGftiEERlNG EST. 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 23 CALCULATED BY: ysun DATE: 9/26/2017 PROJFCT1i 70170971 7 IliUt. LYFIthSS S I. LUVINA. LA Y I /4 Typical SLAB AND SOIL ANALYSIS (LRFD) = Seismic—Load (see Basic Load Combinations) = 6202 lbs = 7.5 . (f)I/2 = 474 psi d, req'd = (P,,,,/ (4 1.72 . ((k, r1ie,) 10 + 3.6) .f))II2 1.771 in. b = (e d, req'cP / (12 (1 - /12) k,))1/4 = 13.595 in. b, req'd = 1.5 b = 20 in. F = 1.72[(k, r1 /e) 10+ 3.61 .1'. t = 1.72[(50 . 3.16 / 3604996) . 10 + 3.6] 474 (6)2 = 118619 lbs = = 0.6 118619 = 71171 lbs maxo = 0.09 SLAB AND SOIL ANALYSIS (ASD) 'mox = MAX(ASD Load Combo 1, ASD Load Combo 2, ASD Load Combo 3) 4420 lbs = 7.5t)" = 474 psi F,, = 1.72[(k; r1 / e,) . 10 + 3.61 .f . = 1.72[(503.16/3604996)• 10+ 3.6] .474. (6)2 = 118619 lbs d,req'd = (m,,r'(4) 1.72 -((k,r,ie) I04 +3.6)j))2 = 1.771 in. b = (e,, d, req'd3 / (12 . (1 - /12) . k,))"4 .= 13.595 in. b,req'd 1.5b = 20 in. = F,, 92 = 118619 /3 = 39539.52 'mOX""O = 0.11 Mic. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT HM Electronics FOR Atlas Equipment Co SHEET NO. 24 CALCULATED BY VS DATE 9/26/2017 AIR ANALYSIS RIFY ADEQUACY OF THE STAIRWAY SYSTEM TO MEET THE REQUIREMENT OF THE 2016 CBC, STEEL- Fy= 36000 PSI SHAPE STEEL Fy= 50000 PSI PIPE STEEL BOLTS - Fv=10000 PSI (A307) DESIGN LOAD: 100 PSF DISTRIBUTED 3004* CONCENTRATED (TREAD) 200 4* (POST/HANDRAIL) HAND RA1 POST El Lvert Lvert= 120.0 IN Lhoriz= 216.0 IN Hir 42.0 IN Lrail= 60.0 IN WIDTH= 36.0 IN — P TREAD WIDTH ~C lll MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 EAD ANALYSI THE TREADS SHALL BE ANALYZED FOR A WORST CASE LOAD SITUATION FROM THE FOLLOWING LOAD CASES: AT Mpoint= PL/4 = 300 LB * 36 IN/4 = 2,700 IN-LB w = (100 PSF) * (13 IN/12 IN/FT) = 108.3 LB/FT = 9.0 LB/IN Mdist= w*V2/8 = 9 LB/FT (36 IN)A2/8 = 1,463 IN-LB THUS, Mmax= 2,700 IN-LB fb= Mmax/S = 2700 IN-LB/0.558 IN"3 = 4,839 PSI Fb= 0.6*Fy = 21,600 PSI fb/Fb= 0.22 <1.0 OK PROJECT HM Electronics FOR Atlas Equipment Co SHEET NO. 25 CALCULATED BY VS DATE 9/26/2017 I..u..u.uulI.uu.u.u...IIIuuuIuuuuuuI.luu..u.II A t= 0.125 WIDTH=L= 36.0 IN 1= 0.125 INA4 S= 0.558 INA3 Fy= 36,000 PSI E= 29,000 KSI TREAD OK FOR BENDING D= 5WL'4/384EI = .054 IN Dallow= L/360 = 36 IN/360 = 0.1 > ACTUAL DEFLECTION, OK TREAD OK FOR DEFLECTION S 00 Ic MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT HM Electronics FOR Atlas Equipment Co SHEET NO. 26 CALCULATED BY YS DATE 9/26/2017 STRINGER ANALYSIS STRINGER= 8 LB/FT TREADS= 10 LB/FT HANDRAILS= 3 LB/FT WDL= 21 LB/FT WLL= LIVE LOAD * TRIB WIDTH = 100 PSF * (36 IN/12 IN/FT)/2 = 150 LB/FT W= WDL+WLL = 171 LB/FT = 14.3 LB/IN Wn= W * Lvert/Ldiag = 7.9 LB/INCH Mdist= Wn*V2/8 = 7.9 LB/IN * (247.1 IN)"2/8 = 60,295 IN-LB fb= Mmax/Sx = 60295 IN-1-13/6.39 INA3 = 9,436 PSI Fb= 0.6*Fy = 21,600 PSI fb/Fb= 0.44 <1.0 OK FOR BENDING OSTRINNGE T Lveit Hi Lhoñz D= SWL"4/384E1 = .438 IN Dallow= L/240 = 247.1 IN/240 = 1.03 > ACTUAL DEFLECTION, OK STRINGER OK FOR DEFLECTION Lvert= 120.0 IN Lhoriz= 216.0 IN Ldiag= 247.1 IN H1= 42.0 IN Lrail= 60.0 IN STAIR WIDTH= 36.0 IN Ix= 31.90 INM Sx= 6.39 INA3 Fy= 36,000 PSI CTolklflo :S:E:i Z M Ic MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT HM Electronics FOR Atlas Equipment Co SHEET NO. 27 CALCULATED BY VS DATE 9/26/2017 RINGER ANALYSIS ATTACH TREAD TO STRINGER WITH (2) 0.375 IN DIAMETER BOLTS PER SIDE Vbolt= 100 PSF * 3 FT/2 = 150 LB <=== SHEAR PER ATTACHMENT 3/8 Vallow= Fv * AREA * # OF BOLTS = 10000 PSI * (0.375 )A2*(3.14159/4) * 2 TRE = 2,209 LB > Vbolt OK ATTACH STRINGER TO PLATFORM WITH (2) 0.5 IN DIAMETER BOLTS Vbolt= 171.4 LB/FT * 18 FT/2 = 1,543 LB <=r= SHEAR PER ATTACHMENT Vallow= Fv *AREA = 10000 PSI * (0.5 )A2 * (3.14159/4) * 2 = 3,927 LB > Pbolt OK LOWER BRACKET IS IN x 6 IN CONTACT AREA= 24.0 IN"2 Pend 1,543 LB fp= Pend/AREA = 64 PSI Fp= 0.7 * fc 1,400 PSI fp/Fp= 0.05 < 1.0 OK TREAD TO STRINGER CONNECTION Ic MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT HM Electronics FOR Atlas Equipment Co SHEET NO. 28 CALCULATED BY YS DATE 9/26/2017 POST AND HANDRAIL & GUARDRAIL PER THE REQUIREMENTS, THE POST AND HANDRAIL MUST RESIST A POINT LOADS OF 200 LBS. 1-1/2" 0 NOMINAL, ASTM A500, GRADE B, 50 KSl Sx= .326 IN"3 Fy= 50,000 PSI POST Mmax= P* Hi = 200 * 42 IN = 8,400 IN-LB fb= M/S = 25,767 PSI Fb= 0.6*Fy = 30,000 PSI fb/Fb= 0.86 < 1.0 OK HANDRAIL Mmax= P Lrail/4 =200*601N/4 = 3,000 IN-LB fb= M/S = 9,202 PSI Fb= 0.6*Fy = 30,000 PSI fb/Fb= 0.30 < 1.0 OK I I I I I I I I 1 I I I I I I I I I I . kLAusc: 2495 T uxtun Road. Suite 205 AND:ASSOCtATES San Diego CA 92106 Tel: (619) 677-2004 Fax: (619) 677-2444 H-M ELECTRONICS 2848 Whiptail Loop Carlsbad, CA High-Piled Combustible Storage Report Rev 1.2 October 11th, 2017 CBC20I7-0551 2848 WHIPTAIL LOOP CBAD OAKS HME: HIGH PILE RACK 2 PREFAB CATWALK STORAGE SYSYTEMSII 1 (288 LINEAR FT) WITH 8 LEVEL 96'X 24 X 19211 1(256 LINEAR FT).W1TH 8 LEVELS 96' X 24' X192" - 2091202100 10/23/2017 CBC20I7-0551 •• Additional Information Revis.pn Comments .DaIe d9y 1.0 Preliminary research September 13th, 2017 MK 1.1 Reviewed report September 20, 2017 EK 1.2 Removed ceiling sprinkler options. Added Alternative Protection sprinkler scheme, a.o. October ll, 2017 MK :• DISCLAIMER This report is the property of Klausbruckner & Associates, Inc. and was prepared exclusively for use by HM ELECTRONICS for the storage & occupancy conditions described in this report. HM ELECTRONICS conditions and operations addressed herein are based on information provided to the report by HM ELECTRONICS. Discrepancies between the information presented herein and actual conditions and conditions presented on plans are the sole responsibility of HM ELECTRONICS. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by HM ELECTRONICS shall be utilized only by HM ELECTRONICS for the storage and occupancy conditions and the 2016 California Fire Code conditions and requirements addressed in this report. This report shall not be used for the purpose of construction for this project or any other project or for any other purpose. rRev 1.2— HM ELECTRONICS INC. 2848 Whip/all Loop, Carlsbad, CA Page iii I I Table of Contents 1 SUMMARY TABLE ............................................................................................................................. INTRODUCTION.................................................................................................................................7 1 BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES .................................................8 I 3.1 BUILDING CONSTRUCTION & DESIGN ..................................................................................................8 3.2 OCCUPANCIES ......................................................................................................................................8 HIGH-PILED STORAGE REQUIREMENTS .................................................................................... 9 I 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM ............................................................................................... 11 4.1.1 Rack Storage Area #1 (Warehouse)...........................................................................................11 4.1.2 Idle Wood Pallet Storage Area #1 (Warehouse)........................................................................12 I 4.1.3 Idle Plastic Pallet Storage Area #1 (Warehouse)......................................................................12 4.1.4 Rack Storage Area #IA (Warehouse) - Alternative Protection.................................................13 4.1.5 Carousel Storage Area #IB (Warehouse) .................................................................................14 I 4.1.6 Rack Storage Area #2 (Finished Goods)...................................................................................15 4.1.7 Rack Storage Area #2A (Finished Goods).................................................................................16 4.1.8 Storage Area 93 (Receiving) ...................................................................................................... 16 4.1.9 Idle Wood Pallet Storage Area #3 (Receiving)..........................................................................17 I 4.1.10 Idle Plastic Pallet Storage Area Area #3 (Receiving) ...............................................................18 4.1.11 Floor Storage Area Area #3 (Receiving)...................................................................................18 4.1.12 Additional Protection Requirements..........................................................................................19 4.1.12.1 Extent of Protection ........................................................................................................................... 19 I 4.1.12.2 Protection of Steel Columns..............................................................................................................19 4.1.12.3 Fixed Obstruction..............................................................................................................................19 4.1.12.4 Ceiling Slope .................................................................................................................. ...................19 4.1.12.5 ESFR Sprinkler System Separation ................................................................................................... 19 I 4.1.12.6 ESFR Construction Types.................................................................................................................19 4.1.12.7 Open Top Containers & Solid Shelves ............................................................................................... 20 4.1.13 Offices - OUTSIDE THE SCOPE.............................................................................................20 4.1.14 Other Areas - OUTSIDE THE SCOPE....................................................................................20 ' 4.2 ALARM/MONITORING.........................................................................................................................20 4.3 BUILDING ACCESS - DOORS & ROADS...............................................................................................20 4.3.1 Access Roads.............................................................................................................................21 4.3.2 Access Doors ............................................................................................................................. 2/ 4.4 SMOKE AND HEAT REMOVAL ............................................................................................................. 21 I 4.5 DRAFT CURTAINS...............................................................................................................................22 4.6 PORTABLE FIRE EXTINGUISHERS........................................................................................................22 I 4.7 AISLE WIDTHS ...................................................................................................................................22 4.8 HOUSEKEEPING & MAINTENANCE......................................................................................................23 4.9 FLUE SPACES FOR RACK STORAGE.....................................................................................................23 4.10 HOSE CONNECTIONS ..........................................................................................................................24 I 5. MEANS OF EGRESS .........................................................................................................................25 5.1 OFFICES [B OCCUPANCY]—OUTSIDE THE SCOPE...............................................................................25 5.2 MANUFACTURING [F-I OCCUPANCY] -OUTSIDE THE SCOPE.............................................................25 5.3 STORAGE [S-1 OCCUPANCY] ..............................................................................................................25 I 5.4 OTHER AREAS — OUTSIDE THE SCOPE ................................................................................................26 6. EXPOSURES.......................................................................................................................................27 I 6.1 OCCUPANCY SEPARATION..................................................................................................................27 6.2 SEPARATION OF HIGH-PILED STORAGE AREAS ..................................................................................27 6.2 ALLOWABLE AREA AND SIDEYARDS ..................................................................................................27 Rev 1.2— HM ELECTRONICS INC. 2848 Whiptail Loop, Carlsbad, CA . . . Page iii rl CONCLUSION .. 28 APPENDIX A: ATTACHMENTS............. 29 Rev 1.2 - HM ELECTRONICS INC. 2848 Whip/au Loop, Carlsbad, CA Page iii I I I. Summary Table Topic CODE SECTN CRiTEIAIREUIREcENTS Construction See Architectural New Building - For Construction Details See Architectural Plans. Type Plans Fully Sprinklered, 1-Story Above Grade, Type VB Construction Approximate See Architectural Entire Building: 136,934 ft2 Square Footage Plans Warehouse Total: 27,327 ft2 [S-i Storage] Manufacturing Area: 50,152 ft2 [F-i, Manufacturing] Storage Area: 12,317 ft2 [5-1, High-Piled Storage] Office Area: 54,802 ft2 [B, Business] Remainder: Unknown ft2 & Outside the Scope Other Uses: Unknown ft2 & Outside the Scope Occupancy CBC Sections Mixed Use Groups: B (Offices), F-i (Manufacturing) and S-i 302, 304, (Storage), unless otherwise specified by the architect of record. 306, 311, Table 508.4 No occupancy separation required between B, F-i and S-i. Storage CFC Section Group A/High Warehouse (Storage Area #1): Circuit Commodity 3203.1, Hazard: Boards, Miscellaneous Small (Electronics) 3203.6, Parts (In Plastic Containers And Rolls), 3203.7 Open-Top Plastic Containers, PC Parts, Plastic Components, Unassembled NFPA-13 Cardboard Boxes, Finished Goods General Sections (Wireless Headsets), Plastic Busser 5.6.4.1.1.2, Buckets, Wooden And Plastic Pallets, Figure 5.6.3.3.3(a) Electrical Cable On Plastic Rolls, Metal Rails In Cardboard Boxes. Finished Goods (Storage Area #2): Circuit Boards, Miscellaneous Small (Electronics) Parts (In Plastic Containers And Rolls), Open-Top Plastic Containers, PC Parts, Plastic Components, Unassembled Cardboard Boxes, Finished Goods (Wireless Headsets), Plastic Busser Buckets, Wooden And Plastic Pallets. Receiving (Storage Area #3): Cartoned Unexpanded Group A Plastics (Cartoned Expanded Group A Plastics with Max. 40% By Vol.). Idle Pallet Storage (Storage Areas #1,43) Protection based on highest hazard commodity. Automatic CFC, Sections Rack Storage Area #11- (Warehouse) Sprinkler Protection: Sprinkler 202, CARTONED UNEXPANDED GROUP A PLASTICS Protection 3208.1 Maximum Storage Height: :5 22-0" 3208.2, Maximum Ceiling Height: <33-10" 3208.4, Single, Double And Multi Row Racks: Table 3206.2 Aisle Widths: ~ 8' (Single/Double Row Racks) Aisle Widths: ~ 3' (Multi Row Racks) NFPA-13 Open Shelving > 50% open General Sections Carousel Storage 3.9.1.11, a Single Row Carousel Storage 3.9.1.13, a Carousel Tower Height: 24'-0" 3.9.1.19, a Carousel Tower Depth: :56'-O" 3.9.3.6, a Carousel Loading Aisle: >3-6" 3.9.3.7.1, Idle Pallet Storage 3.9.3.7.3, Rev 1.2— HM ELECTRONICS INC. 2848 Page 1 Whiplail Loop, Carlsbad, CA )P I I I I I Ii] I 1 I I I I I I I 3.9.3.7.4, Rack Storage: Ceiling Sprinkler Design Required: 3.9.3.7.7, Early Suppression Fast Response (ESFR) 3.9.3.9, K-25.2, pendent sprinklers 8.5.5.3.1, Minimum 12 flowing sprinklers at 20 psi 8.12.1, In-Rack Sprinklers: Not required. 8.12.2.2.1, Maximum coverage area 100 ft2 Table 8.12.2.2.1, •Maximum spacing between sprinklers 10-0' 8.12.2.2.2, Minimum spacing between sprinklers 8-0" 8.12.3.1(2), Minimum 36" clearance from deflector to top of storage 8.12.3.4, Hose allowance of 250 gpm (60 minutes) 8.12.6, 12.1.2, Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler 12.1.3.4, heads designed to 20 psi does meet the requirement for 12.3(1), protection above. Additional upgrades and/or calculations are 12.8.6, not required. Table 12.8.6 Idle Wood Pallet Indoor Storage Ceiling Sprinkler Design: NFPA 13 Maximum storage height 25 ft. Rack storage permitted Specific Sections Rack Storage Idle Plastic Pallet Indoor Storage Ceiling Sprinkler Design: 8.4.6.3, Maximum storage height 4 ft, and 12.1.2, Each pallet pile of no more than 2 stacks, 17.2.3.1, Separated from each other by at least 8 ft, or 25 ft of Tables 17.2.3.1, stored commodity. 17.2.3.3 High temperature rated sprinklers are required. Minimum required ceiling design of 0H2 Idle Pallet a Rack storage is not permitted Storage (Wood pallets) Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler 12.12.1.2(3), heads designed to 20 psi, does meet the requirement of wood Table 12.12.1.2(c) or plastic pallet storage heights based on permitted storage 12.12.1.3, (pile) heights discussed above. Additional upgrades and/or (Plastic pallets) calculations are not required. 12.12.2.2.3, Table 12.12.2.2.3, Rack Storage Area #IA (Warehouse) Sprinkler Protection: 12.12.2.2.4.3, CARTONED AND EXPOSED, EXPANDED AND UNEXPANDED 12.12.2.3, GROUP A PLASTICS (DOUBLE ROW RACKS PROTECTED 12.12.3.2 WITH ALTERNATIVE PROTECTION SPRINKLER SCHEME). CARTONED UNEXPANDED GROUP A PLASTICS NFPA 13 PROTECTED BY CEILING SPRINKLER SYSTEM Specific Sections Rack Storage Applied Alternative Rack Protection Sprinkler Scheme 8.4.6.3, Maximum Storage Height: :5 12-0" (2 of 4 Rack Bays) 12.1.2, - Maximum Storage Height: 12-0" To 22-0" (Above In-Racks, 17.1.2.9, Protected with Ceiling Sprinkler System, K-25.2 ESFR) Figure Maximum Ceiling Height. .< 33-10" 17.1.2.9.4.2(A), Aisle Widths: 8' (Double Row Racks) 17.2.3.1, Open Shelving > 50% open Tables 17.2.3.1, 17.2.3.3 Ceiling Sprinkler Design Required (Existing): Early Suppression Fast Response (ESFR) K-25.2, pendent sprinklers Minimum 12 flowing sprinklers at 20 psi Alternative Rack Protection: In-Rack Sprinklers: Double row racks: 1-level of in-rack sprinklers installed at each upright within longitudinal flue space and at the face of the rack and • at each rack mid-bay. Maximum linear spacing not to exceed 5 ft at rack face and 10 ft within longitudinal flue space Rev 1.2— 1-fM ELECTRONICS INC. 2848 Whip/ail Loop, Carlsbad, CA ,. Page 2 Alternative Rack Protection: Horizontal Barriers, constructed of minimum 22 gauge of sheet metal or ½ inch plywood, vertical separation maximum 12 ft. In-rack sprinklers installed beneath barriers according to 17.1.2.9.3.4 (A-C). 1-level of horizontal barriers. Alternative Rack Protection: In-Rack Sprinkler Water Demand: Most remote eight sprinklers at 60 gpm not to be hydraulically balanced with ceiling sprinkler system water demand Ceiling: Maximum coverage area 100 ft2 Ceiling: Maximum spacing between sprinklers 10'-0" Ceiling: Minimum spacing between sprinklers 8'-0" Ceiling: Minimum 36" clearance, deflector to top of storage Hose allowance of 500 gpm (120 minutes) Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi does meet the requirement for protection above. Additional upgrades and/or calculations to the ceiling sprinkler system are not required. In-rack sprinklers and horizontal barriers for Alternative Protection sprinkler system to be installed in designated double row FM DS8-33 racks. Specific Sections Carousel Storage Storage Area #16 (Warehouse) Sprinkler Protection: 2.4.1.1, Carousel Storage, Sprinkler Design Required (per FM 8-33): 2.4.1.2, CARTONED AND EXPOSED UNEXPANDED GROUP A 2.4.2.1(3,5), PLASTICS 2.4.9, Ceiling Sprinkler Design Required: CMDA, 0.3/2000 Tables 1, 2, 3,6 Minimum 36" clearance, deflector to top of carousel storage In-Rack Sprinklers: Maximum vertical spacing 6' Orifice Size: 1/2 or 17/32 inch, 30 gpm/ sprinkler Link temperature: 165 degree F In-rack sprinkler water demand balanced with ceiling sprinkler water demand Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, needs to be recalculated by sprinkler contractor to confirm required design density. Additional upgrades (in-rack sprinklers) and/or calculations are required. Storage Area #2 (Finished Goods) Sprinkler Protection: NON HIGH-PILED STORAGE OF CARTONED AND EXPOSED UNEXPANDED GROUP A PLASTICS, HIGH-PILED STORAGE OF CARTONED UNEXPANDED GROUP A PLASTICS Maximum Storage Height: :5 5-0" (Storage Area #2A*) Maximum Storage Height: :5 22-0" (Cartoned Plastics #2) Maximum Ceiling Height: <33'-lO" Aisle Widths: :5 3' (Mezzanine) Multi Row Racks Open Shelving > 50% open Ceiling Sprinkler Design Required: Early Suppression Fast Response (ESFR) K-25.2, pendent sprinklers Minimum 12 flowing sprinklers at 20 psi In-Rack Sprinklers: Not required. Rev 1.2— HM ELECTRON1S INC. 2848 Whiptail Loop, Carlsbad, CA .••• • Page 3 I I I I I I I L11 I Li I I 1 I LI I I I I -- N Maximum coverage area 100 ft Maximum spacing between sprinklers 10-0" Minimum spacing between sprinklers 8-0" Minimum 36" clearance from deflector to top of storage Hose allowance of 250 gpm * Storage Area #2A: Non high-piled storage to 5 ft with no additional storage above Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, does meet the requirement for protection above. Additional upgrades and/or calculations are NFPA 13 not required. Specific Sections Palletized Storage Area #3 (Receiving) Sprinkler Protection: Storage CARTONED UNEXPANDED GROUP A PLASTICS (HIGH- 15.4.1, PILED) & EXPOSED GROUP A PLASTICS (NON HIGH-PILED Tables 15.4.1 STORAGE) 15.4.3 Maximum Storage Height: :5 22'-0" Maximum Ceiling Height: <33-10" Rack Storage Rack Storage 17.2.3.1 Aisle widths: Tables 17.2.3.1 Single row racks 17.2.3.3 Open shelving > 50% open Palletized Storage Idle Pallet Storage Ceiling Sprinkler Design Required: Early Suppression Fast Response (ESFR), K-25.2, pendent sprinklers Minimum 12 flowing sprinklers at 20 psi In-Rack Sprinklers: Not required. Maximum coverage area 100 ft2 Maximum spacing between sprinklers 10-0" Minimum spacing between sprinklers 8-0" Minimum 36" clearance from deflector to top of storage Hose allowance of 250 gpm Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, meets the requirement for protection above. No additional upgrades are required. Idle Pallet Storage Idle Wood Pallet Indoor Storage: (Wood pallets) Maximum storage height 22 ft. 12.12.1.2(3), Table 12.12.1.2(c) Idle Plastic Pallet Indoor Storage: 12.12.1.3, Maximum storage height 4 ft, and (Plastic pallets) Each pallet pile of no more than 2 stacks, 12.12.2.2.3, Separated from each other by at least 8ft, 0r25ftof Table 12.12.2.2.3, stored commodity. 12.12.2.2.4.3, a High temperature rated sprinklers are required. 12.12.2.3 a Minimum required ceiling design of 0H2 shall be used. a Rack storage is not permitted Floor Storage (Non High-Piled Storage, Exposed Plastics): Maximum storage height 5 ft with no additional storage above Rev 1.2 - I-fM ELECTRONICS INC. 2848 Page 4 Whiplail Loop, Carlsbad, CA )P Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, does meet the requirement of wood or plastic pallet storage heights based on permitted storage (pile) heights discussed above. NFPA-13 See Section 4.1 of this report for additional requirements. Specific Section Offices Offices A.5.2, Offices [Not Within the Scope]: Figure 11.2.3.1.1, Light Hazard Occupancy Table 11.2.3.1.2 Design density of 0.1 gpm/ft2 over 1,500 ft2 remote area Hose allowance of 100 gpm w/ duration of 30 mm. Other Areas Not Within the Scope Smoke and Heat CFC Table Smoke and heat removal is not required for ESFR systems Vents 3206.2, in the City of Carlsbad Flue Spaces CFC Section Single Row Racks: Transverse - 3-inches required * 3208.3, . Longitudinal - Not required Table 3208.3 Double Row Racks: Footnote (a) Transverse - 3-inches required (every I 0-ft) * Longitudinal - Not required Per CFC Table 3208.3, Footnote a, 3" transverse required every 10' when protected with an ESFR. Multi Row Racks: Transverse - 6-inches required * Longitudinal - Not required * Random variations are allowed, provided that the configuration does not obstruct water penetration. Building Access CFC Table Access Roads: Road & Doors 3206.2, Access roads required by CFC Section 503 Sections 503.1.1, Access Doors: 503.2-6, 3206.6 Access doors are required by Chapter 32 for high piled storage of Group NHigh 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. o 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. Warehouse: One (1) access door exists along the plan North. Receiving: One (1) access door exists along the plan North. Finished Goods: No exterior walls. Final location and number of access doors is pending fire department approval. Aisle Width CFC 3206.9 Aisles of at least 44" are required in sprinklered buildings with high-piled storage Cross aisles used only for employee access between aisles shall be a minimum of 24" wide Rev I. 2— HM ELECTRONICS INC. 2848 14'hipiail Loop, Carlsbad, CA ...... . Pag:e5 I I i I I 1 I I I I I I I I I I LI L I HM ELECTRONICS agrees to maintain a minimum of 44" • aisle widths within the rack storage area in order to comply with the sprinkler requirements stated in Section 4.1 of this report. CFC 3206.9.3 Dead-end aisles shall not exceed 50 ft in length NOTE: Any floor/palletized storage cannot obstruct the minimum width of the aisles. Fire CFC Section 906 High-piled Storage Areas: 4-A:20-B:C Extinguishers and Tables 906.1, Maximum travel distance 75 ft; 906.3 (1) & (2) Maximum area per extinguisher 4,000 ft2 Hazardous N/A N/A. Not Part of the Scope of This Report Materials Allowable Area CBC Table 503 Not within the scope of this report. I I I I I I I I I I I I I I I I I Rev 1.2 - JIM ELECTRONICS INC. 2848 *... .......... ij T Whiplail Loop Carlsbad, CA Page 6 I 11 I 2. Introduction I The following is a high-piled combustible storage code compliance report for HM I .ELECTRONICS, located at 2848 Whiptail Loop in the city of Carlsbad, CA. 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 I report is based on the 2016 Editions of the California Fire Code and the California Building Code, and the 2016 Edition of NFPA-1 3, Standard for the Installation of Sprinkler Systems. i I Li Li I I I I I I I I I I Rev 1.2— JIM ELECTRONICS INC. 2848 Page 7 Whip/oil Loop, Carlsbad, CA fl 3. Building Construction, Design, and Occupancies 3.1 Building Construction & Design HM ELECTRONICS will occupy abuilding of approximately 136,934 ft2. The building is of Type VB Construction (Attachment #1). 3.2 Occupancies The facility will be used for manufacturing, office space and warehousing. Hiah Diled storacie is Dlanned in the desianated storaae areas as follows: STORAGE AREA STORAE CONFIGURATION OPEN/CLOSED SHELVES AISLE WIDTH [FT] #1, #1A* Single, Double And Multi Row Racks Open 3,9** #IB Carousel Storage Closed N/A #2,#2A Multi Row Racks, Flow-Through Racks Open 3 #3 Single Row Racks, Palletized Storage Open 4 storage irea if 1A: uouoie I-<ow t'(acKs: protectea by Alternative I-'rotect,on sprinkler system ** Storage Area #1: Single and Double Row Racks: Mm. 9 ft aisle widths, Multi-Row Racks (Mezzanine): 3 ft aisle widths HM ELECTRONICS will be classified overall as B, F-i, and S-i occupancy, unless otherwise specified by the architect of record. (Attachment #2) USE OCCUPANCY APPROXIMATE AREA SQ. FT. Office Area - Outside the Scope B 54,802 Manufacturing Area F-i 50,152 Warehouse Storage Areas #1, #2, #3 S-i 27,327 High-Piled Storage Areas #1, #2, #3 S-i 12,317 Other Uses . . Unknown Unknown Total Building B, F-i, S-i 136,934 Rev 1.2 - HM ELECTRONICS INC. 2848 Whiplail Loop, Carlsbad, CA °'c Page 8 I 4. High-Piled Storage Requirements Per CFC 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, I the highest hazard commodities for Storage Areas #1 (Warehouse) are classified as cartoned and exposed, expanded and unexpanded Group A/High Hazard commodities on conventional and plastic pallets on open shelving in single, double, and multi row racks. I A small rack Storage Area #1A is located within Storage Area #1 and protected by Alternative Protection in-rack sprinkler system per NFPA 13, Section 17.1.2.9. The 'highest hazard commodities for Storage Areas #1A are classified as cartoned and I exposed, expanded and unexpanded Group A/High Hazard commodities on 'conventional and plastic pallets on open shelving in double row racks. ' The highest hazard commodities for the remainder of (Rack) Storage Area #1 are classified as cartoned unexpanded Group A/High Hazard commodities on 'conventional and plastic pallets on open shelving in single row, double row and I multi row racks. The mezzanine is treated as multi row racks. The highest hazard commodities for Storage Area #1 B, located within Storage Area #1 and containing carousel storage towers protected with in-rack sprinkler I systems per FM DS 8-33, are classified as cartoned and exposed unexpanded Group A/High Hazard commodities in combustible open-top containers I '(Attachments #3 and #5). ' The 'highest hazard commodities for Storage Area #2 (Finished Goods) are classified as cartoned unexpanded Group A/High Hazard commodities on conventional and plastic I pallets on open shelving in multi row racks (Attachments #3 and #5). Note that, Non-high-piled rack Storage Area #2A is located within Storage Area #2: The highest hazard commodities are classified as cartoned and exposed unexpanded I ' Group A/High Hazard commodities on open shelving in (flow-through) single and double row racks. The highest hazard commodities for Storage Area #3 (Receiving) are classified as cartoned-unexpanded Group A/High Hazard commodities on conventional and plastic pallets on open shelving in single row racks, as well as palletized storage. The following commodity classification per CFC Section 3203.2 through 3203.7.1 is designated as Group A/High Hazard: (Attachment #4) Produc[ts Alt t7rm-r7t #) Method of Storage Storage Height Open Shelving Pallet Type Cartoned Encap- sulated Commodity Class Warehouse #1: Single, GROUP Cartoned Unexpanded Double, & Conventio A/HIGH Group A Plastics Multi Row :5 22-0" Yes nal and , Yes/No Yes HAZARD, Racks plastic UNEXPAND (See also #1A, #1B) (Mezzanine) , ,. ED 'Warehouse #1 A**': ' Conventio GROUP Cartoned And Double Row , ,, :5 12-0 Yes nal and Yes/No Yes A/HIGH Exposed Expanded ' Racks ' plastic HAZARD And Unexpanded . ' EXPANDED Rev 1.2 - HM ELECTRONICS INC. 2848 • Page 9 Whip/ail Loop, Carlsbad, CA ' • I I I I I I I Group A Plastics Warehouse #IA: .' GROUP Cartoned Unexpanded Double Row > 12-0" Conventio A/HIGH Group A Plastics Racks :5 Yes nal and Yes/No Yes HAZARD, plastic UNEXPAND ED Warehouse #IB: . GROUP Circuit Boards, Carousel A/HIGH Miscellaneous Small Storage 24-0" No N/A Yes/No N/A HAZARD, (Electronics) . UNEXPAND ED Finished Goods #2: Cartoned Unexpanded .. S GROUP Group A Plastics, And Multi Row . Conventio A/HIGH Cartoned Expanded Racks 22'-0" Yes nal Yes/No No HAZARD, Group A Plastics (Mezzanine) UNEXPAND (Max. 40% By Vol.) ED (Receiving) Finished Goods #2A: Non High- Cartoned And Piled: Flow GROUP Exposed Unexpanded Through " ~ 5'-O . N/A Conventio Yes/No Yes A/HIGH HAZARD, Group A Plastics Single & nal Double Row UNEXPAND Racks ED Receiving #3: Cartoned Unexpanded . GROUP Group A Plastics, And Single Row Conventio A/HIGH Cartoned Expanded Racks <_22'-O" Yes nal and Yes Yes HAZARD, Group A Plastics plastic UNEXPAND (Max. 40% By Vol.) ED (Receiving) Receiving #3: Cartoned Unexpanded GROUP Group A Plastics, And Floor/ Conventio A/HIGH Cartoned Expanded Palletized :5 22'-O" N/A nal and Yes Yes HAZARD, Group A Plastics plastic UNEXPAND (Max. 40% By Vol.) ED (Receiving, Shipping) Receiving #3: Non High- GROUP Expanded Group A Piled: Floor! :5 5'0' N/A Conventio Yes/No Yes A/HIGH Plastics: Packaging Palletized nal HAZARD, Foams and similar _________ EXPANDED * Based on the highest hazard commodity. ** Limited amounts of packaging foam will be stored in the Receiving #1 to a maximum proposed storage height of 5-0" with no additional storage above it. Storage is not considered as "high piled". Cartoned and exposed, expanded and unexpanded Group A Plastics (Altemative Protection Scheme) HM ELECTRONICS agrees that storage of cartoned commodities will not contain more than 40% by volume of expanded plastic materials, per NFPA 13 Section 5.6.4.1.1.2 and Figure 5.6.3.3.3(a) for mixtures of expanded and unexpanded Group A plastics for the storage areas designated as Group NHigh Hazard Unexpanded' in the table above. Any storage of expanded plastics, such as packing foam, packaging peanuts (non-starch based type), will be (1) in the warehouse Storage Area #1A (floor to 12 ft of storage height) or (2) on the floor, away from rack storage, and to a height not exceeding 5-0" with no additional storage above per CFC Section 3202.1. (Attachment #4) Rev 1.2 .- HM ELECTRONICS INC. 2848 Whip/ail Loop Carlsbad CA Page 10 I I I I I I I I I I I I I I I I I I I Based on Table 3206.2, the following fire protection requirements will be provided by HM ELECTRONICS to meet the requirements of CFC Chapter 32 and NFPA 13 for the entire I storage area (Storage Areas #1 - #3). (Attachment #6) Note - Per CFC 3206.2, 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 I to a permanent partition. 4.1 A utomá tic Fire Sprinkler System I The following requirements are based on NFPA 13 (2016 Edition): I 4.1.1 Rack Storage Area #1 (Warehouse) (Attachments #6 and #6A) Type of Storage: Single; Double And Multi Row Racks (Mezzanine) I Type of Shelving: 50% or greater open Commodity Stored: CARTONED UNEXPANDED GROUP A PLASTICS I Flue Spaces for Standard Racks: Single Row Racks: 3" Transverse. Longitudinal not required. Double Row Racks, ESFR: 3" Transverse I f1 shall be provided at least every 10 feet, where ESFR sprinkler protection is provided. Longitudinal not required. Multi Row Racks (Mezzanine): 6" Transverse. Longitudinal not I required. * Per CFC Table 3208.3, Footnote a, 3" transverse I required evey 10 feet when protected with an ESFR Aisle (Walkway) Widths: :5 3-0" (Mezzanine) I > 8'-O" (Storage area near Mezzanine) Storage Height: 5 22-0" I Ceiling Height: :5 33-10" Ceiling Sprinkler: Early Suppression Fast Response (ESFR) I K-25.2, pendent sprinklers Minimum 12 flowing sprinklers at 20 psi In-Rack Sprinklers: Not required. Maximum coverage area 100 ft2, minimum spacing between sprinklers 8'-0", maximum spacing between sprinklers 10'-0", minimum 36" clearance from deflector to top of storage, hose allowance of 250 gpm. Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, does meet the requirement for protection above. Additional upgrades and/or calculations are not required. Rev 1.2— HM ELECTRONICS INC. 2848 . Whip/au Loop, Carlsbad, CA Page 11 I I I I I 4.1.2 Idle Wood Pallet Storage Area #1 (Warehouse) (Attachments #6 and #6A) Type of Storage: Indoor Idle Pallet, Floor or Rack Storage. Type of Pallets: Wood Pallet Storage Height: Ceiling Height: :5 33'- 10" Ceiling Sprinkler: Early Suppression Fast Response (ESFR) K-25.2, pendent sprinklers Minimum 12 flowing sprinklers at 20 psi In-Rack Sprinklers: Not required. Maximum coverage area 100 ft2, minimum spacing between sprinklers 8'-0", maximum spacing between sprinklers 10'-0", minimum 36" clearance from deflector to top of storage, hose allowance of 250 gpm. Rack Storage: Idle pallets shall be permitted to be stored on the lowest level of storage only where no storage or shelves are located above the stored pallets. Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, does meet the requirement of wood pallet storage to 20 feet, no additional upgrades are required. 4.1.3 Idle Plastic Pallet Storage Area #1 (Warehouse) (Attachments #6 and #6A) Type of Storage: Indoor Idle Pallet, Floor Storage Type of Pallets: Plastic Pallet Storage Height: :5 4'-0" Each pallet pile of no more than 2 stacks. Separated from each other by at least 8 ft, or 25 ft of stored commodity. High temperature rated sprinklers are required. Minimum required ceiling design of 0H2 shall be used: 0.2/1500. Existing K-25.2 flowing 12 heads at 20 psi sprinkler system is allowed in lieu of 0H2. Rack storage is not permitted. Ceiling Height: :5 33-10" Rev 1.2 HM ELECTRONICS INC. 2848 . Page 1,2 Whiptail Loop, Carlsbad, CA I Ceiling Sprinkler: Early Suppression Fast Response (ESFR) K-25.2, pendent sprinklers Minimum 12 flowing sprinklers at 20 psi I . In-Rack Sprinklers: Not required. Maximum coverage area 100 ft2, minimum spacing I between sprinklers 8'-0", maximum spacing between sprinklers 10'-0", minimum 36" clearance from deflector to top of storage, hose allowance of 250 I gpm- Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, does meet the requirement of plastic pallet storage heights based on permitted 1 storage (pile) heights discussed above, no additional upgrades are required. I 4.1.4 Rack Storage Area #IA (Warehouse) - Alternative Protection (Attachments #6, #6A, and #6A-1) I Type of Storage: Double Row Racks (Alternative Protection Scheme) Double Row Rack as Designated in Attachment #1 IType of Shelving: 50% or greater open Commodity Stored: CARTONED AND EXPOSED, EXPANDED AND I UNEXPANDED GROUP A PLASTICS (DOUBLE ROW RACKS PROTECTED WITH ALTERNATIVE PROTECTION SPRINKLER SCHEME). CARTONED UNEXPANDED GROUP A PLASTICS I (PROTECTED BY CEILING SPRINKLER SYSTEM) Flue Spaces for Standard Racks: Double Row Racks, ESFR: 3" Transverse flue I space* shall be provided at least every 10 feet, where ESFR sprinkler protection is provided. Longitudinal not required. I * Per CFC Table 3208.3, Footnote a, 3" transverse required evey 10 feet when protected with an ESFR 1 Aisle (Walkway) Widths: > 8'-0" (Storage area near Mezzanine) Storage Height: :5 12'-0" (Protected by Alternative Protection System I for Exposed Expanded and Unexpanded Group A Plastics) > 12' to 22-0" (Protected by Ceiling Sprinkler System I for cartoned unexpanded Group A Plastics) Ceiling Height: 5 33'-10" Ceiling Sprinkler: Early Suppression Fast Response (ESFR) K-25.2, pendent sprinklers Minimum 12 flowing sprinklers at 20 psi Rev 1.2— JIM ELECTRONICS INC. 2848 . ......... Whiplail Loop, Carlsbad, CA . Page 13 1 I I In-Rack Sprinklers: See Attachment #6A-1 for Additional Details: Alternative Rack Protection: In-Rack Sprinklers: One level of double row rack in-rack sprinklers installed at or below 12 ft level (measured from floor) and at each upright within longitudinal flue space and at the face of the rack and at each rack mid-bay. Maximum linear spacing not to exceed 5 ft at rack.face and 10 ft within longitudinal flue space. Alternative Rack Protection: Horizontal Barriers: constructed of minimum 22 gauge of sheet metal or. 1/2 inch plywood, vertical separation maximum 12 ft. In-rack sprinklers installed beneath barriers according to 17.1.2.9.3.4 (A-C). Install one level of horizontal barriers at or below 12 ft level (measured from floor). in-rack sprinklers are installed underneath the horizontal barriers. Alternative Rack Protection: In-Rack Sprinkler Water Demand: Most remote eight sprinklers at 60gpm not to be hydraulically balanced with ceiling sprinkler system water demand Ceiling Sprinklers: Maximum coverage area 100 ft2, minimum spacing between sprinklers 8'-0", maximum spacing between sprinklers 10'-0", minimum 36" clearance from deflector to top of storage, hose allowance of 500 gpm (120 minutes). Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, does meet the requirement for protection above. Additional, upgrades and/or calculations are not required. In-rack sprinklers and horizontal barriers for Alternative Protection sprinkler system to be installed in designated double row racks (Attachment #1 and #6A-1). 4.1.5 Carousel Storage Area #IB (Warehouse) (Attachments #6 and #6A-2) Type of Storage: Single row, vertical covered carousel storage with open-top combustible containers. Commodity Stored: CARTONED AND EXPOSED UNEXPANDED GROUP A PLASTICS Tower Height: . :5 24'-0" Tower Depth: :5 6'-0" Carousel Loading Aisle: Ceiling Height: :5 33'- 10" Rev 1.2— HM ELECTRONICS INC. 2848 . Whip/au Loop, Carlsbad, CA Page 14 I Ceiling Sprinkler: Per FM DS 8-33 (2004): CMDA, 0.3/2000 Minimum 36" clearance from deflector to top of I carousel storage. In-Rack Sprinkler: Per FM OS 8-33 (2004): I . Maximum vertical spacing between in-racks: 6' Orifice Size: 1/2 or 17/32 inch, 30 gpm/ sprinkler Link temperature: 165 degree F In-rack sprinkler water demand to be balanced I with ceiling sprinkler water demand Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, needs to be recalculated by sprinkler contractor to confirm required design density. I Additional upgrades (in-rack sprinklers) and/or calculations are required. 4.1.6 Rack Storage Area #2 (Finished Goods) (Attachments #6 and #6B) Type of Storage: Multi Row Racks (Mezzanine) Type of Rack Shelving: 50% or greater open Type of Walkway: 50% or greater open, :5 3'-0" (Mezzanine) Commodity Stored: CARTONED UNEXPANDED GROUP A PLASTICS Flue Spaces for Standard Racks: Multi Row Racks (Mezzanine): 6" Transverse. Longitudinal not required. Aisle (Walkway) Widths: :5 3'-0" (Mezzanine area) > 3'-6" (Storage area surrounding Mezzanine area) Storage Height: :5 22'-0" Ceiling Height: :5 33'- 10" Ceiling Sprinkler: Early Suppression Fast Response (ESFR) K-25.2, pendent sprinklers Minimum 12 flowing sprinklers at 20 psi In-Rack Sprinklers: Not required. Maximum coverage area 100 ft2, minimum spacing between sprinklers 8'-0", maximum spacing between sprinklers 10'-0", minimum 36" clearance from deflector to top of storage, and hose allowance of 250 gpm. Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, does meet the requirement for protection above. Additional upgrades and/or calculations are not required. Rev 1.2— HMELECTRONIS INC. 2848 __5~.' , kz Whip/au Loop, Carlsbad, CA Page 15 I I I I I I I I I I I I I 4.1.7 Rack Storage Area #2A (Finished Goods) (Attachments #6 and #6B) Type of Storage: Flow-Through Single & Double Row Racks Type of Rack Shelving: 50% or greater open Commodity Stored: CARTONED AND EXPOSED UNEXPANDED GROUP A PLASTICS Flue Spaces for Standard Racks: Single Row Racks: 3" Transverse. Longitudinal not required. Double Row Racks, ESFR: 3" Transverse flue space* shall be provided at least every 10 feet, where ESFR sprinkler protection is provided. Longitudinal not required. Aisle (Walkway) Widths: > 3'-6" (Storage area surrounding Mezzanine area) Storage Height: :5 5-0" (Non High-Piled) Ceiling Height: :5 33'- 10" Ceiling Sprinkler: Early Suppression Fast Response (ESFR) K-25.2, pendent sprinklers Minimum 12 flowing sprinklers at 20 psi In-Rack Sprinklers: Not required. Maximum coverage area 100 ft2, minimum spacing between sprinklers 8-0", maximum spacing between sprinklers 10'-0", minimum 36" clearance from deflector to top of storage, and hose allowance of 250 gpm. Minimum required ceiling design of 0H2 shall be used: 0.2/1500. Existing K-25.2 flowing 12 heads at 20 psi sprinkler system is allowed in lieu of 0H2 (Attachment #6A ,#6B, NFPA 13, Section 12.6.7.1). Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, does meet the requirement for protection above Additional upgrades and/or calculations are not required. 4.1.8 Storage Area #3 (Receiving) (Attachments #6 and #6C) Type of Storage: Single Row Racks and Palletized Storage Type of Rack Shelving: 50% or greater open Commodity Stored: CARTONED UNEXPANDED GROUP A PLASTICS Flue Spaces for Standard Racks: Single Row Racks: 3" Transverse. Longitudinal not required. Rev 1.2 - JIM ELECTRONICS INC. 2848 Whip/au Loop Carlsbad, CA Page 16 Aisle Widths: ~: 4'-0" (Rack storage) Storage Height: :5 22'-0" Ceiling Height: :5 33-10' Ceiling Sprinkler: Early Suppression Fast Response (ESFR) K-25.2, pendent sprinklers Minimum 12 flowing sprinklers at 20 psi In-Rack Sprinklers: Not required. Maximum coverage area 100 ft2, minimum spacing between sprinklers 8'-0", maximum spacing between sprinklers 10-0", minimum 36" clearance from deflector to top of storage, and hose allowance of 250 gpm In-Rack Sprinklers: Not required. Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, does meet the requirement for protection above. No additional upgrades are required. 4.1.9 Idle Wood Pallet Storage Area #3 (Receiving) (Attachments #6 and #6C) Type of Storage: Indoor Idle Pallet, Floor or Rack Storage. Type of Pallets: Wood Pallet Storage Height: 22'-0" Ceiling Height: :5 33'- 10" Ceiling Sprinkler: Early Suppression Fast Response (ESFR) K-25.2, pendent sprinklers Minimum 12 flowing sprinklers at 20 psi In-Rack Sprinklers: Not required. Maximum coverage area 100 ft2, minimum spacing between sprinklers 8'-0", maximum spacing between sprinklers 10'-0", minimum 36" clearance from deflector to top of storage, hose allowance of 250 gpm. Rack Storage: Idle pallets shall be permitted to be stored on the lowest level of storage only where no storage or shelves are located above the stored pallets. Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, does meet the requirement of wood pallet storage to 20 feet, no additional upgrades are required. Rev 1.2 - HM ELECTRONICS INC. 2848 Whip/au Loop, Carlsbad, CA Page 17 4.1.10 Idle Plastic Pallet Storage Area Area #3 (Receiving) (Attachments #6 and #6C) Type of Storage: Indoor Idle Pallet, Floor Storage Type of Pallets: Plastic Pallet Storage Height: :5 4'-0" Maximum storage height 4'. Each pallet pile of no more than 2 stacks. Separated from each other by at least 8 ft, or 25 ft of stored commodity. High temperature rated sprinklers are required. Minimum required ceiling design of 0H2 shall be used: 0.2/1500. Existing K-25.2 flowing 12 heads at 20 psi sprinkler system is allowed in lieu of 0H2. Rack storage is not permitted. Ceiling Height: :5 33'- 10" Ceiling Sprinkler: Early Suppression Fast Response (ESFR) K-25.2, pendent sprinklers Minimum 12 flowing sprinklers at 20 psi In-Rack Sprinklers: Not required. Maximum coverage area 100 ft2, minimum spacing between sprinklers 8-0", maximum spacing between sprinklers 10'-0", minimum 36" clearance from deflector to top of storage, hose allowance of 250 gpm. Rack Storage: . If idle pallets are permitted to be stored on racks, idle pallets shall be permitted to be stored on the lowest level of storage only where no storage or shelves are located above the stored pallets. Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, does meet the requirement of plastic pallet storage heights based on permitted storage (pile) heights discussed above, no additional upgrades are required. 4.1.11 Floor Storage Area Area #3 (Receiving) (Attachments #6 and #6C) Type of Storage: Floor Storage Commodity Stored: CARTONED AND EXPOSED, EXPANDED AND UNEXPANDED GROUP A PLASTICS Storage Height: :5 5-0" (with no additional storage above) Ceiling Height: 5 33'- 10" Rev 1.2 - HA'f ELECTRONICS INC. 2848 Page 18 Whiplail Loop, Carlsbad, CA I I Ceiling Sprinkler: Early Suppression Fast Response (ESFR) K-25.2, pendent sprinklers I a a Minimum 12 flowing sprinklers at 20 psi a In-Rack Sprinklers: Not required. I Maximum coverage area 100 ft2, minimum spacing between sprinklers 8'-0", maximum spacing between sprinklers 10'-0", minimum 36" clearance from I deflector to top of storage, hose allowance of 250 gpm. Minimum required ceiling design of 0H2 shall be used: 0.2/1500. Existing K-25.2 flowing 12 heads I at 20 psi sprinkler system is allowed in lieu of 0H2. Existing ceiling sprinkler system, ESFR with K-25.2 sprinkler heads designed to 20 psi, does meet the requirement for floor storage to 5 ft with no additional storage above. I No additional upgrades are required. I 4.1.12 Additional Protection Requirements 4.1.12.1 Extent of Protection I Per CFC 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. I 4.1.12.2 Protection of Steel Columns Per CFC 3208.4 and NFPA-13 Section 17.1.4.1 and Table 17.1.4.1 (Attachment #7), where fireproofing of building columns is not provided and storage heights are in excess of I 15 ft, protection of building columns within the rack structure shall be provided by the installation of ceiling only ESFR sprinklers. 1 4.1.12.3 Fixed Obstruction Per NFPA-13 Sections 8.5.5.3.1 (Attachment #7), fire sprinklers are not required under I fixed obstruction or open grate flowing unless their-width is in excess of 4 ft. 4.1.12.4 Ceiling Slope Per NFPA-13 Section 12.1.2 (Attachment #7), the sprinkler system criteria specified are I intended to apply to buildings with ceiling slopes not exceeding 2 in 12 (16.7 percent). 4.1.12.5 ESFR Sprinkler System Separation I Per NFPA-1 3 Section 8.4.6.4 (Attachment #7), where ESFR sprinkler systems are installed adjacent to sprinkler systems with standard-response sprinklers, a draft curtain of noncombustible construction and at least 2 feet in depth shall be required to separate the ' two areas. A clear aisle of at least 4 feet centered below the draft curtain shall be maintained for separation. 4.1.12.6 ESFR Construction Types Per NFPA-13 Section 8.4.6.3 and Table 8.12.2.2.1 (Attachment #7), protection using ESFR sprinkler systems are not allowed in areas with obstrUcted combustible construction. If combustible obstructed construction exists, insulation shall be.installed at Rev 1.2— JIM ELECTRONICS INC. 2848 k.. Whiptail Loop, Carlsbad, CA ) Page 19 I I I roof deck per NFPA-1 3 Section 12.1.3.4.1.3(A) to revise construction type to unobstructed. Sprinkler contractor to confirm roof construction is unobstructed construction. 4.1.12.7' Open Top Containers & Solid Shelves Per NFPA-13 Sections 17.1.6and 17.2.3.1.1 (Attachment #7), ESFR protection shall not apply to open-top containers or racks with solid shelves. However, per NFPA-1 3 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. On behalf of HM Electronics; we are requesting allowance for storage of products in the first tier (first 4-5 feet from the floor) within the racks-since the sprinkler water from overhead sprinkler system will not be impeded from reaching the first tier. 4.1.13 Offices - OUTSIDE THE SCOPE The following requirements are based on NFPA 13 (2016 Edition) (Attachment #8) CFC Occupancy Classification: B NFPA 13 Occupancy: Light hazard Design Density Proposed: 0.1/1500 Hose Stream: 100 gpm for combined inside and outside hose stream demand. 4.1.14 Other Areas -OUTSIDE THE SCOPE Unknown and outside the scope of this report. 4.2 Alarm/Monitoring Per CFC 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 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 #9) 4.3 Building Access - Doors & Roads 'Per CFC Table 3206.6, building access is required for high-piled storage areas of High Hazard/Group A Plastics greater than 2,500 ft2. (Attachment #10) Rev 1.2 - Hit'! ELECTRONICS INC. 2848 . Whiptail Loop Carlsbad, CA uouc*crn Page 20 I I I I I I I I I I I I I I I I I I I I 4.3.1 Access Roads Per CFC 3206.6 (Attachment #10), 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. I Per CFC 503. 1.1 (Attachment #10), 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 I building or facility. Per CFC 503.2, fire apparatus access roads shall have an unobstructed width of not less I than 20 feet, exclusive of shoulders, except for approved security gates in accordance n with Section 503.6, and a 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 I 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 I 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 I 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 I on the fire department's apparatus. (Attachment #10) 4.3.2 Access Doors I 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 I 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 I approved. 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. I The following access doors are existing: Warehouse (Area #1): One (1) access door exists along the plan North. Receiving (Area #3): One (1) access door exists along the plan North. 1 o Finished Goods (Area #2): No exterior walls within this area. I Final location and number of access doors is pending fire department approval. 4.4 Smoke and Heat Removal I Based on CFC Table 3206.2, smoke and heat vents are not required for the following conditions (Attachment #11): High piled storage areas equipped with an ESFR system. Rev 1.2 - H/ti ELECTRONICS INC. 2848 741. Page 21 Whip/au Loop, Carlsbad, CA . I I 4.5 Draft Curtains Draft curtains are no longer required per the California Fire Code storage areas equipped with an approved fire sprinkler system. 4.6 Portable Fire Extinguishers Per CFC 906 and 3206.10 (Attachment #12), portable fire extinguishers shall be installed in the following locations: In new and existing Group B, F-i and S occupancies Where required by the sections indicated in Table 906.1. Per CFC Table 906.3(1) & 906.3(2) (Attachment #12), the following is the proposed fire extinguisher type and layout: Storage Areas: 4-A:20-B:C @ Travel Distance :5 75* Feet * If no flammable liquids are stored, otherwise travel distance :5 50 Feet HM ELECTRONICS agreed 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 HM ELECTRONICS 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 extinguishers. 4.7 Aisle Widths Per CFC 3206.9 (Attachment #13), aisles in sprinklered buildings not accessible to the public 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 Aisles separating shelves classified as shelf storage shall be a minimum of 30 inches wide Required aisles widths shall extend fromfloor 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 HM ELECTRONICS agrees to meet the above requirements for aisle widths, and dead ends. Additionally, HM ELECTRONICS agrees to arrange their floor/palletized storage (if any), such that it does not obstruct the minimum required width of the aisles. It must be noted that areas where shelf storage aisles are less than 44 inches have been treated and protected as multiple-row racks i.e., not considered an aisle. Rev 1.2— HM ELECTRONICS INC. 2848 .. Whiplail Loop, Carlsbad, CA • Page 22 I 4:8 Housekeeping & Maintenance I Per CEO 901.6 and CEO 3205 (Attachment #14), the following are general maintenance and safety requirements: I . Rack Structures. The structural integrity of racks shall be maintained Smoking. Smoking shall be prohibited. Approved "NO SMOKING" signs shall be conspicuously posted. I . Ignition sources. Clearance from ignition sources shall be provided. Aisle Maintenance. When restocking is not being conducted, aisles shall be kept I . 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 I 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. (Attachment #15). I . 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 CFC 901.6 (Attachment #14), nonrequired fire protection systems (i.e. extinguishing systems, smoke and heat vents, etc.) shall be inspected, tested and maintained or I removed. 1 4.9 Flue Spaces for Rack Storage Per CEO 3208.3 and Table 3208.3 (Attachment #15), flue spaces shall be maintained for I 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. I Per CFC Table 3208.3 (Attachment #15), the required flue spaces for rack storageshall be in accordance with the following: I . Single Row Racks: Transverse - 3-inches * & Longitudinal - None Required Double Row Racks: Transverse - 3-inches ** & Longitudinal - None Required Multi Row Racks: Transverse - 6-inches * & Longitudinal None Required * Random variations are allowed, provided the distribution of water is not obstructed ** When ESFR sprinkler protection is provided, a minimum 3" transverse flue space is required every 10'-0" by CFC Table 3208.3, sub-note 'a', for double row racks when no longitudinal flue is provided. Rev 1.2 - HM ELECTRONICS INC. 2848 z . Page 23 Whip/all Loop, Carlsbad, CA )P F I I I 4.10 Hose Connections Per CFC 3206.8, hose connections are not required unless exit passageways are required by the California Building Code for egress within the high piled storage areas. (Attachment #16). Hose connections are not proposed for the high piled storage areas. Rev 1.2— HM ELECTRONICS INC. 2848 Page 24 Whiptail Loop, Carlsbad, CA I 5. Means of Egress I 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 I the proposed sprinklered occupancies. (Attachment #17) I 5.1 Offices [B Occupancy] - Outside the Scope Per CBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. Per CBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have I . a maximum occupant load of 49 and the common path of egress travel shall not exceed 100 feet. I . Per CBC Table 1017.2, exit access travel distance shall not exceed 300 feet. Per CBC 1020.4, Exception 2, dead ends through common path of egress shall not exceed 50 feet. 1 5.2 Manufacturing [F-I Occupancy] - Outside the Scope I . Per CBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. . Per CBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have I a maximum occupant load of 49 and the common path of egress travel shall not exceed 100 feet. Per CBC Table 1017.2, exit access travel distance shall not exceed 250 feet. Per CBC 1017.2.2, exist access travel distance can be increased to 400 feet I when the portion of the building classified as Group F-i is limited to one story in height, the minimum height from the finished floor to the bottom of the ceiling I or roof slab or deck is 24 feet and the building is equipped throughout with an approved automatic sprinkler system. Per CBC 1020.4, Exception 2, dead ends through common path of egress shall not exceed 50 feet. I 5..3 Storage [S-I Occupancy] Per CBC 1005.3.2, egress width components other than stairways shall be 0.2 I . inch/occupant. . Per CBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have I a maximum occupant load of 29 and the common path of egress travel shall not exceed 100 feet. . Per CBC Table 10 17.2, exit access travel distance shall not exceed 250 feet. Per CBC 1017.2.2, exist access travel distance can be increased to 400 feet when the ' portion of the building classified as Group S-i 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. I . Per CBC 1020.4, Exception 2, dead ends through common path of egress shall not exceed 50 feet. I Rev 1.2— HM ELECTRONICS INC. 2848 I41hip/ail Loop, Carlsbad, CA Aoc,zs• Page 25 I I 5.4 Other Areas - Outside the Scope Unknown and outside the scope of this report. See architectural plans. HM ELECTRONICS agrees to meet the above requirements for travel distance. Rev 1.2 - KM ELECTRONICS INC. 2848 iéi Page 2 Whip/au Loop, Carlsbad, CA I I 6. Exposures I 6.1 Occupancy Separation I HM ELECTRONICS is classified as a B, F-i and S-I occupancy, unless otherwise specified by the architect of record. I Occupancy separation is not required between B, F-i and S-i occupancies. Based on CBC Table 508.4, there are no requirements for mixed occupancy fire barrier walls between B, F-i and S-i occupancies. (Attachment #18) I Separation of High-Piled Storage Areas I Per CFC 3206.3.2.1 (Attachment #19), 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 California Building Code. Openings in such walls shall be protected by opening protective I assemblies having a 1-hour fire protection rating. As HM ELECTRONICS occupy the entire building, no separation from adjacent tenant I spaces is required. 1 6.2 Allowable Area and Sideyards The building is new. Square footages of allowable floor area of buildings and allowable I outside storage area in sideyards are defined by the architectural plans of record. There are no proposed changes to the occupancy, construction or square footage of the planned building. I I I 1 I Rev 1.2— JIM ELECTRONICS INC. 2848 Page 27 Whip/oil Loop, Carlsbad, CA I I I 7. Conclusion It is the opinion of Klàusbruckner & Associates that the above will meet the requirements, ,an, intent of the 2016 Edition of the California Fireode, the 2016 Edition of the California Building C-6-&i 2016 Edition of NFPA 13 Standard for the Installation of Sprinkler Systems, for the.type of occupancy and storage. By waTy of my signature HM ELECTRONICS ag?ee to meet thestorage conditions réqUirédIárid I HM ELECTRONICS Representative - Sign Name Date ci I HM ELECTRONICS Representative - Print Name I I I I I I - ..P. age 28 I I I I 8. Appendix A: Attachments I I Attachment #1: Attachment #2: CONSTRUCTION AND BUILDING DESIGN, AREA OF WORK OCCUPANCIES Attachment #3: DEFINITION OF HIGH-PILED COMBUSTIBLE STORAGE I Attachment #4: COMMODITY CLASSIFICATION Attachment #5: DESIGNATION OF HIGH PILED STORAGE I Attachment GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS Attachment #6A, #613: AUTOMATIC FIRE SPRINKLER SYSTEM - WAREHOUSE & I FINISHED GOODS, STORAGE AREAS #1 AND #2 Attachment #6A-1: AUTOMATIC FIRE SPRINKLER SYSTEM - ALTERNATIVE I Attachment #6A-2: PROTECTION SCHEME, STORAGE AREA #1A AUTOMATIC FIRE SPRINKLER SYSTEM - CAROUSEL STORAGE AREA #1 B I Attachment #6C: AUTOMATIC FIRE SPRINKLER SYSTEM - RECEIVING STORAGE AREA #3 I Attachment ADDITIONAL PROTECTION REQUIREMENTS Attachment #8: OFFICES [OUTSIDE THE SCOPE] Attachment #9: ALARM/MONITORING I Attachment #10: BUILDING ACCESS - DOORS & ROADS Attachment #11: SMOKE AND HEAT REMOVAL I Attachment #12: PORTABLE FIRE EXTINGUISHERS Attachment #13: AISLE WIDTHS I Attachment #14: HOUSEKEEPING & MAINTENANCE Attachment #15: FLUE SPACES FOR RACK STORAGE I Attachment #16: HOSE CONNECTIONS Attachment #17: MEANS OF EGRESS I Attachment #18: OCCUPANCY SEPARATION Attachment #19: SEPARATION OF HIGH-PILED STORAGE AREAS I I Rev 1.2— NM ELECTRONICS INC. 2848 Page 29 Wh!piaiILoop Carlsbad, CA I I I I I I ATTACHMENT #1 I BUILDING CONSTRUCTION & DESIGN I I 1 I I I LI Fl I I I [1 CD C-) Zr 3 CD 0 0) U, 0 0) CD CD CD -I CD 3 CD on PROJECT DATA PROJECT ADDRESS:, PTIA LOQP, OJ9M. A 92 CONSTRUCTION TYPE: fl1P VH 55FONKLEXTT J/\ OCCUPANCY:: r3; H 5-i OcW'ANOFh / NO OcCUFANCFC5 EMA1ON QUI.P ffl. C% OFJIS NV 1fl3 O8,4 PROJECT ffNNf OVMN1 OtZ A M11/iM Off1C5 .1W LEIIZ CONC DESCRIPTION pjj AWIIL3LY IN NWY CON11LiW EUIWIk61 B U I LD'I NC OWN ER: 4 10 SiThM iV:. PGWAY CA 92 SQUARE FOOTAGE.;. I56 94 SQIJA. A.RN. : 209H20H116 LEGAL DE'si'l CA33fl2 CO. OUNMY 0F 9N r2:LC40 AGGOWN6 TO MAP I½0 flLW EN iflf f, Hr- (flI FW PiCfl 2FP thMii * 7-.Y41!i,1RR Mao — — = — — — — .- — — — — M — M IM U- I I I I I ATTACHMENT #2 I OCCUPANCIES I I I I I I I I 1 1 I I] I *ROJECT DATA PROJECT ADDRESS: VHPfAIL. LQOPJ, CA 92 CONSTRUCTION TYPE: TW1 VH13'-,GOM- ,TF 9flUC1ION iNLW P: NFA i• OCCUPANCY:: 1 OOcIiPANCIS 1 wo QWFISHQ5 R 013C O8 RV 1171 O&4 PROJECT ftWN1 IMflOV:MNi FQ Ai2.MIkS1Thf Ofl9C5 ANEP Lc11QN1IC DESCRIPTION JN SMLY IN LiW UIWN It I BRUILDING OWNER: HM: 140 1OM MiVi t:W( CA 92 SQUARE FOOTAGE:. I% 94 ftf A,RN. 2O9I2O- I i6 C,,151-112 Couklf- of 9N PCCO'i71IN: ¶0 NO 119O! LW IN 1W ()J I( (' (fll: ikftv 2 1().7 IkiiV .I I'JF1i *2'(fl1iiLLPR - - - - - - - - - - - - - - - - I 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 ix. 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 302.1 ( IR r iI l UL tur p moos of strrft Riles slial I slsihed ssith rspLst to ( LU ifls\ ill('11c or in ir& of-the I group" I isis d ui d , dHS ro un oi spacc that is nitcndLA to he Os upis d it di lit is nt time,, br dii Is ft ft purposss shill onipl v.ii}i ill ot hs rsquirslnsiits that ire zipplicihie 10 s rch of rh5 purpo c tot ssln Ii Ili rooni or ps ssi]l bs osclipftd i runir s s with' trio ItipIs Os S iipaniss or 0555 h ill I sonipl ts iii ss to ii \ Irs ft i strus lurs Is propos5d for purpo uh it is liol pr s ids d lou [it ihis codc.suJi 5tfitstilft lid!! Fit Cl ssihsd iii lift ioiip 01A ulis vssupirr 1 rio si iic,ul% r sinhIs iss idiii. It ihs firs siIt mid rsI tI\siL7 icu fi iii' I'ss,d - ________ 1. Assembly (see Section 303): Groups A-i, A-2, A-3, A-4 and A-S -- --i -----"." ----- d FiIUIiS 5 Sss tit)n tI-I Ii roup Fit I 3. IiducaiionaI (555 Sestion 1 r Group Is - 4 I 0511115 nid Indu iii! (sss Scstion sOR) Groups F-] 1 High Hazard (see Section 307): Groups H-I, H-2, H- 3, H-4 and H-5 - Institutional (see Section 308): Groups 1-1, 1-2, 1-2.1, - 1-3 and 1-4 - .7. ISFMJ Laboratory (see Section 202): Group B, unless classified as Group -L (see Section 453) or Group H -(see Section 307). Mercantile (see Section 309): Group M fSFMJ Organized Camps (see Section 450): Group C. JO. [SFMJ Research Laboratories (see Section 453): Group I - - 11. Residential (see Section 310): Groups R--I, R-2, R- 2.1, R-3, R-3. 1 and R-4. I tnrigs (SeL Ill 01ou1i sI indR2i 13. Utility and Miscellaneous (see Section 312): Group U [SFMJ Existing buildings housing existing protective social - care homes or facilities established prior to 1972 (see Cali- fornia Fire Code Chapter II and California Existing Build- ing Code). 302.1.1 Reserved 302.1.2 Reserved 302.1.3 Pharmacies; veterinary facilities; barbering, cos- metology or electrolysis establishments; and acupunc- ture offices. See Chapter 12. 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; motion picture and television production studio sound stages, approved pro- duction facilities and production locations; or for the show- ing of motion pictures when an admission fee is charged and when such building or structure is open to the public and has a capacity of 10 or more persons. - 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: A room or space used for assembly purposes with an occupant load of less than 50 persons and acces- sory to another occupancy shall be classified as a - Group B occupancy or as part of that occupancy. 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-I. Assembly uses, usually with fixed seating, intended for the production and viewing of the - performing arts or motion pictures including, but not limited to: Motion picture and television production- studio sound stages, appràved production facilities and production locations. (with live audiences). Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters 1 I I I I 1 I I H I I I I 1 I I I. 2016 CALIFORNIA BUILDING CODE 93 -. Copyright © zoto CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klousbrnckner on Dee 19. 2016 6154550 AM pursuant to License Agdoreement with CA BSC. No further I reproduction or distribution outhorired. ANYUNAUTHORIZED REPRODUCTION OR DIRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. - - USE AND OCCUPANCY CLASSIFICATION 303.3 Assembly. Group A-2. Assembly uses itènded) for food and/or drink consumption including, but notlirnited to: Banquet halls •. Casinos (gaming areas) 2 Nightclubs Restaurants, cafeterias and similar dining facilities (including associated commercial kitchens).' Taverns and bars 303.4 Assembly Group A-3. Assembly uses intended for.wor- ship, 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 1 Courtrooms Dance halls (not including food or drink consumption) Exhibition halls Funeral parlors Gymnasiums (without spectator seating) Indoor swimming pools (without spectator seating) Indoor tennis courts (without spectator seating) Lecture halls Libraries S Museums Places of religious worship Pool and billiard parlors Waiting areas in transportation terminals 303.5 Assembly Group A-4. Assembly uses intended for viewing of indoor sporting events and activities with specta- tor seating including, but not limited to: Arenas Skating rinks Swimming pools Tennis courts ins hid inc Sit rac of erds and accounts Busiest oup1u2cie shall iilLludc, but not he hinitcd to the 1011ow1n Airport (lotus sutiti ol ti:\\ei \nihulatois care tocilitic, isin /ur or (L'ocr paIr ri/I' 61-c 0I 112 003 r lOs i/titer sri 0t more fir \niuial host/IL, kennels arid poittids [tank' [dat her ,uid heaut shop: Cat ssaslt Civic adiniriisti atioti ('unit outpatient /.ci t/] (hut u'/acciile/ as (3 oup 1 2 1) ftr cicanitic and laundries pick-up uid dcliver1 statir:tis nid el Ot'\'ll C [ducat i nil i:ct up'ancic (or 1ludciits ',3b0 VC the 12th rr,tde [let troins dt prose ItO' S food ptoccs inc c toblislitnerits and ru'miiterciil hitJicrts lot associated v, th I cstiiu rail i: ca/diet tot and sinilkii dininc Lisiltues notniore than 2.s00 square cet (221 I in arsa I ahorat: :r ic. [cttiti0. reseat cit u,tj /3! (1/ iii,u1ru1'tiorr Cotor s chicle shots (21(111(5 Post ,flisc Pr jut Ii: :ps Pt otct' ion,il sort is es (air littuets attoruer s, dent iSis ph' si:talrs enincs'2s etc ld:itlio and ides lain stations 1 eli/phI no cchrtu,s's firnuic ailu] tkill desolopinent not ssttltin ii srlioi:l or asadcntL proorant iiiiis shall include but not he linitted to flOat tile centers narita] at rs sLid jilt 00mn,tstic,s iid tin il.tr uses rccatdlc s at the aces scrced, and where not r Itcd a iitsrJhp 'Wçssttpanes 1 r 304.2 Definitions. The following terms are defined in Chap- ter 2: AMBULATORY CARE FACILITY. 303.6 Assembly Group A-5. Assembly uses intended for CLINIC, OUTPATIENT. participation in or viewing outdoor activities including, but not limited to: Amusement park structures Bleachers Grandstands S S Stadiums S 303.7 Fixed guideway transit systems. ISFMJ Fixed guide- way transit system buildings shall conform to the require- ments of this code for their occupancy classification in addition to the provisions set forth in Section 443 303.8 Subterranean spaces for winery facilities in natural or manmade caves. [SFMJ For fire and life safety require- ments; see Section 446. . SECTION 304 BUSINESS GROUP B 304.1 Iitiiicst (rorip B. Ruartc' rroup H :ctip toes its hide trrt:irtc tithicr. the 11cc it i huihiltits' or stOisture of 1 ill n thra cot hut office- pr de.ion,i I or ' Ott teE--L,ps trNI4dE- SECTION 305 EDUCATIONAL GROUP E 305.1 Educational Group E. Educational Group E occu- pancy includes, among others, the use of a building or struc- ture, or a portion thereof, by more than six persons at any one time for educational purposes through the 12th grade. Exception: [SFMJ A residence used as a home school for the children who normally reside at the residence. Such residences shall remain classified as Group R-2, or Group R-3 occupancies. 305.1.1 Accessory to places of religious worship. Reli- gious educational rooms and religious auditoriums, which are accessory to places of religious worship in accordance with Section 303.1.4 and have occupant loads of less than 100 per room or space, shall be classified as Group A-3 occupancies. 305.2 Group E, day care facilities. This group includes buildings and structures or portions thereof occupied by more 94 5 'S , 2016 CALIFORNIA BUILDING CODE S ii *I1] I Copyright 4D 2016 CA BSC. ALL RIGHTS RESERVED., Accessed by Ellie Kloosbrorkner on Dec 9.20166:56130 AM pursuant to License Agreement with CA RSC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE :1 LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. >1] than six children 2 years of age and older who receive educa- tional, supervision or personal care services for fewer than 24 hours per day. Exception: [SFMJ A Day-care facility not otherwise classi- fied as an R-3 occupancy, where occupants are not capable of responding to an emergency situation without physical assistance from the staff shall be classified as Group 1-4. 305.2.1 Within places of religious worship. Rooms and spaces within places of religious worship providing such day care during religious functions shall be classified as part of the primary occupancy where not licensed for day- care purposes by the Department of Social Services. > S SECTION 306 FACTORY GROUP F .__1i_ius __.t (II)up.t-aier.Hiidusitiai(ocip tpiny ii lutc. nc/TiC thei the UC (C 0 butldiiie ii sti ueturc or a port in thereof , for ac toO inc. dicasceni H In(_', taO IcOtinC, finishin, inaiiuiaeii inc packain, I epair or proceciue (iperttloils that aic not clacctlid as a (tioup II hicardius or (ol sup C at 100 oceupincs 306.2 \l derale-lia,aril factors indutrial, Group F- I. Pa - indu on ii uses Hnch ire not claa-,i!ied as .iclore indus- trial f-? I oi Plo/li I 'jiill be Ha ntied is I -I 16, Orate I l,uaid and ci3u include hut not he minted to the Iblioss in \ incraP (nianub.ieluriii not lo include cpu \ ppl titter 'S tlilet.i C equipment Stitontibiles and otlici lInAor veh icIc RiPdiies Bec eraes over I n-percent dcohol ontent Bics dOS Boots kroonis 01 hrti,lies Ru InC S ijOelliflOS Comet as and photo eqiiipnicnm ( ito. 0, or iinilam tHai o. F ,irpet ito.! rues (iiir]udcc C!eiTIIIIp Iuth inc (iIi5to.ietioll and riciltuiaI niarl inrr F)isiiitectaiits Dry sic mine and ds cinc - E lectric CetlerItion plimits Ieetriiic I ilsilil/is inHu/linsi ichniIdinj Food proceccine c5t0171is1inicntc and rorilmilcis iii b tclieii' nit aiociatcd scith I rstauraiil eatcteiias and iiiiiiin facilities lot 01010 thou /U3ie Oct 2 ni in irca Ltn iiitliie 9 Hciup pioducts lute ii oducir I itindnic I sitlici pi'dnst \1aehinrr blends Ciii lsvoi I. i a ii nil Iii I I I I I I I I I I I I I USE AND OCCUPANCY CLASSIFICATION '- -- Soon/I .1 a 'c . iprot 1 Ii Il/c 10 /1 / li, i/ibh'.s iioj psi /1001/i /0 JtloOi (II lllioi/i lii Si) I/c /lL 'i) S Iuicai iristi uments Optical ciouds Paper mills or products - Photographic Turn Plastic pi oducto Printing or mid chin kecrcatioital s eludes Rcfne uncittet itiori 51100/ Soaps and detci LutILS I ctiles Tobacco Tr,iileis . I pholstoriutc 55 oi d/ distillation - 5501 d.\i)ikU1Ct eaiii list I , 306.3 Low-hazard factory industrial, Group F-2. Factory industrial uses that involve the fabrication-or manufacturing of noncombustible materials which during finishing, packing or processing do not involve a significant fire hazard shall be classified as F-2 occupancies and shall include, but not be - limited to, the following: Beverages: up to and including 16-percent alcohol content Brick and masonry - Ceramic products Foundries Glass products - Gypsum Ice Metal products (fabrication and assembly) SECTION 307 HIGH-HAZARD GROUP H IF] 307.1 High-hazard Group H. High-hazard Group H occupancy includes, among others, the use of a building or structure, or a portion thereof, that involves the manufactur- ing, processing, generation or storage of-materials that consti- tute a physical or health hazard -in quantities in excess of those allowed in control areas complying with Section 414, based on the maximum allowable quantity limits for control areas set forth in Tables 307.1(1) and 307.1(2). Hazardous -occupancies are classified in Groups H-I, H-2, H-3, H-4 and H-S and shall be in accordance with this section, the.require- ments of Section 415 and the California Fire Code. Hazard- ous materials stored, or used on top of roofs or canopies shall be classified as ouidoor storage or use and shall comply with the California Fire Code. [F] 307.1.1 Uses other than Group H. An occupancy that stores, uses or handles hazardous materials as described in one or more of the following items shall not be classified as Group H, but shall be classified as the occupancy that it most nearly resembles. 1. Buildings and structures occupied for the applica- tion of flammable finishes, provided that such buildings or areas conform to the requirements of Section 416 and the California Fire Code. 2016 CALIFORNIA BUILDING CODE - 95 I] I1Ij I Copyright 2016 CA RSC. ALL RIGHTS RESERVED. Accessed by Elite Klonsbruekner on Dec 9, 2016 654:30 AM pursuant to License Agreement with CA BSC. No further 1111111,11HRI ME reproduction or distribution authorized. -ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A.VIOLATION OF THE FEDERALCOPYRIGHT ACT AND THE LICENSE AGREEMENT. ANI) SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. USE AND OCCUPANCY CLASSIFICATION lic district shall adopt or enforce any requiirnentfoi-the prevention offire or for the protection of life and property against fire and panic unless the requirement would be applicable to a structure regardless of the special' occu- pancy. Nothing shall restrict the application 'bf slate or local housing standards to such facilities if the standards are applicable to residential occupancies .and ar not based on the use of the structure as afacilityfór ambula- tory children. For the purpose of this exception, ambula- tory children does not include relatives of th licensee or the licensee's spouse. 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 California Residential Code. 310.6 Residential Group R-4. Residential Group R-4 occu- pancies shall include buildings, structures or portions thereof for more than six ambulatory clients, but not more than 16 persons, excluding staff, who reside on a 24-hour basis in a supervised residential environment and receive custodial care. Buildings of Group R-4 shall be classified as one of the occupancy conditions 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: This occupancy classification may include a maximum six I I nonambulatory or bedridden clients (see Section 435 Spe- cial Provisions for Licensed 24-1-Jour Care Facilities in a Group R-2. 1, R-3. I or R-4 Occupancy). Group R-4 occu- pancies shall include the following: Assisted living facilities such as: Residential care facilities, Residential carefacilitiesfor the elderly (RCFE), Adult residentialfacilities, Congregate living health facilities, Group homes. Social rehabilitation facilities such as: Halfivay houses, Community correctional centers, Community correction reentry centers, Community treatment programs, Work furlough programs, Alcoholism or drug abuse recovery or treatment 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. 310.7 Large family day-care homes. See Section 455. SECTION 311 STORAGE GROUPS 7 311.1 Storage (,i oup S. Sti'aec Group S occupancy ins Iude_ arnone others the use ot a lsnldiiio in strn tine, or .1 pot ti n thur eel I r stole 'e that is not c lscitird as a h,ieerd- Ou Ill itj).ifll \ 311.1.1 Accv,,soi N st rape spaces. '\ rosen cr ',pas(: need L icr tor ee put ores that is less Wan l C() squat e leet 1), nF in aica and 2ccc,,sory to aiiChi'r occupancs 5hall he lssitieJ as pci of' that Ltip:ulsv. The aoi eite area such T-0 Ins or diall not exceed the ii lose chIc area limitS ot SstiOn flS. 311.2 \1 leraic-hartud sirage, ( roup 5-1. [tuildities eec upied for [or tge uses that Ire nut classified as tirouf) ricludinc. hut not limited to, rtorae of the tollowinu erosol , I es els P and '\irstait hanear sti ice and repan B icr. cloth, burlap uid paper -tanihoos and ratLnr BrsPets Heltin" any is and leather Boshs and paper in rolls or packs B(wts and sh, ituttoits. iriJinliric cloth sisered, pcirl or hone ard iii ard and card! maid ho r us Ii th np. woolen sscai no a par ci ( otdaee Dni ho'll storace indoor iii ii ititre I [its Glues. niticilape paste ;in(] si/c (rains liii tie and south,, other hut celluloid I cetlici I tn lenni I umber \ It tilt c ehis Ic i spat r car ices uoinpl it' er [It the ritasinruin Ilow this quantities ofltaeaadnu maid mis mcd in I chic (7 It Iii Scu Section 40fi.S Photo cn,lt .15 in's kesihent 1101 tine ilLs So,i ps Su par Tite. I lit, sOra"e td I chase I cars i pai ettes and snuff IrlI letuP' tiil mattresses 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 thickness divisions; or in paper wrappings. Such products are permitted 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 fol- lowing: Asbestos Beverages up to and including 16-percent alcohol in metal, glass or ceramic containers Cement in bags Chalk and crayons 2016 CALIFORNIA -BUILDING CODE . 103 Copyright 0 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Ktss,sbrncks,er on Dec 19,20166:54:30 AM pursuant to License Agreement with CA BSC. No further W11112,1H.11111HYTITKII 11 I1hJ H I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE - LICENSE AGREEMENT, AND SUB) ETTO CIVIL- AND CRIMINAL PENALTIES THEREUNDER, I I I I Li ATTACHMENT #3 DEFINITION OF HIGH-PILED COMBUSTIBLE STORAGE I I El I I I I I I I [']iIII JIM F1 FURNACE CLASS D. An oven or furnace that operates at temperatures from above ambient to over 5,000°F (2760°C) and at pressures normally below atmospheric using any type of heating system. These furnaces can include the use of spe- cial processing atmospheres. GAS CABINET. A fully enclosed, ventilated, noncombusti- ble enclosure used to provide an isolated environment for compressed gas cylinders in storage or use. Doors and access ports for exchanging cylinders and accessing pressure'-"regu- lating controls are allowed to be included. GAS DETECTION SYSTEM, CONTINUOUS. See "Con- tinuous gas detection system." GAS ROOM. A separately ventilated, fully enclosed room in which only compressed gases and associated equipment and supplies are stored or used. GAS ROOM, HYDROGEN FUEL. See "Hydrogen fuel gas room." GASEOUS HYDROGEN SYSTEM. An assembly of pip- ing, devices and apparatus designed to generate, store, con- tain, distribute or transport a nontoxic, gaseous hydrogen- containing mixture having not less than 95-percent hydrogen gas by volume and not more than 1-percent oxygen by vol- ume. Gaseous hydrogen systems consist of items such as compressed gas containers, reactors and appurtenances, including pressure regulators, pressure relief devices, mani- folds, pumps, compressors and interconnecting piping and tubing and controls. IBG1 GRADE FLOOR OPENING. A window or other opening located such that the sill height of the opening is not more than 44 inches (I 118 mm) above or below the finished ground level adjacent to the opening. IBGI GRADE PLANE. A reference plane representing the average of finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be estab- lished by the lowest points within the area between the build- ing and the lot line or, where the lot line is more than 6 feet (1829 mm) from the building, between the building and a point 6 feet (1829 mm) from the building. [BE] GRANDSTAND. Tiered seating supported on a dedi- cated structural system and two or more rows high and is not a building element (see "Bleachers"). GROUP HOME. Group Home means a facility which pro- vides 24-hour care and supervision to children, provides ser- vices specified in this chapter to a specific client group, and maintains a structured environment, with such services pro- vided at least in part by staff employed by the licensee. The care and supervision provided by a group home shall be non- medical except as permitted by Welfare and Institutions Code Section 17736(b). Since smailfamily andfoster family homes, by definition, care for six or fewer children only, any facility providing 24-hour care for seven or more children must be licensed as a group home. [BE] GUARD. A building component or a system of build- ing components located at or near the open sides of elevated walking surfaces that minimizes the possibility of a fall from the walking surface to a lower level. FBGI GUEST ROOM. A room used or intended to be used by one or more guests for living or sleeping purposes. IBSI GYPSUM BOARD. Gypsum wallboard, gypsum sheathing, gypsum base for gypsum veneer plaster, exterior gypsum soffit board, predecorated gypsum board or water- resistant gypsum backing board complying with the standards listed in Tables 2506.2 and 2507.2 and Chapter 35 of the Cal- ifornia Building Code. IBGI HABITABLE SPACE. A space in a building for liv- ing, sleeping, eating or cooking. Bathrooms, toilet rooms, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. HALOGENATED EXTINGUISHING SYSTEM. A fire- extinguishing system using one or more atoms of an element from the halogen chemical series: fluorine, chlorine, bromine and iodine. HANDLING. The deliberate transport by any means to a point of storage or use. [BE] HANDRAIL. A horizontal or sloping rail intended for grasping by the hand for guidance or support. HAZARDOUS MATERIALS. Those chemicals or sub- stances which are physical hazards or health hazards as defined and classified in this chapter, whether the materials are in usable or waste condition. HAZARDOUS PRODUCTION MATERIAL (HPM). A solid, liquid or gas associated with semiconductor manufac- turing that has a degree-of-hazard rating in health, flammabil- ity or instability of Class 3 or 4 as ranked by NFPA 704 and which is used directly in research, laboratory or production processes which have, as their end product, materials that are not hazardous. HEALTH HAZARD. A classification of a chemical for which there is statistically significant evidence that acute or chronic health effects are -capable of occurring in exposed persons. The term "health hazard" includes chemicals that are toxic, highly toxic and corrosive. HEAT DETECTOR. See "Detector, heat." IBGI HEIGHT, BUILDING. The vertical distance from grade plane to the average height of the highest roof surface. HELIPORT. An area of land or water or a structural surface that is used, or intended for use, for the landing and taking off of helicopters, and any appurtenant areas which are used, or intended for use, for heliport buildings and other heliport facilities. HELISTOP. The same as "Heliport," except that fueling, defueling, maintenance, repairs or storage of helicopters is not permitted. HI-BOY. A cart used to transport hot roofing materials on a roof. I III( II liii F) ( ()'\lBI , I flU 1 ' I OR.( I -ti rriHii tiFsk 11111krl dk in cm LI\ pIl JCd milk or LI rilhnLllbft nlftr] ii sn prilLi ri ricH I oll I1Lrc iFu 44 .. 2016 CALIFORNIA FIRE CODE P] 11Ij[j Copyright 52016 CA BSC.. ALL RIGHTS RESERVED. Accessed by Ellie Kloosbruckoe, on Dec 19,20166:54:30 AM pursuant 10 License Agreement with CA BSC. No further reproduction o,distribolio,,ssolhorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OFTIIE FEDERALCOPYRIGHTAC1 ANDTHE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I -- traLL IS LiL31cr thin ] luet 13, h tint I iii hi}it \\ hir ruqUli Ld h)\ this hrL CndL Oti(_ Iii. lnh-pilsd iiiiihitttihI stot - I I jt.0 alSo its ludus Lurinii hi h-hjzii d commoditic Ucli,as rihhui tirc (irsup \ pIitis s. tianitual)Is liquids id Is pal huts and sinitlit L inniuditiu shuru the up slu! .ius is si caRt I L than u.lcRi (1 i') tutu) III hciht - - .* __ HIGH-PILED STORAGE AREA. An area within a build- ing which is designated, intended, proposed or actually used I for high-piled combustible storage. IBGl HIGH-RISE BUILDING. In other than Group 1-2 occupancies, "high-rise buildings" as used in this code: I Existing high-rise structure. A high-rise structure, the construction of which is commenced or completed prior to July 1, 1974. High-rise structure. Every building of any type of con- struction or occupancy having floors used for human occupancy located more than 75 feel above the lowest floor level having building access (see Section 403), except buildings used as hospitals as defined in Health I and Safely Code Section 1250. New high-rise building. A high-rise structure, the con- struction of which is commenced on or after July 1, 1974. I For the purpose of this section, construction shall be deemed to have commenced when plans and specifications are more than 50 percent complete and have been pre- sented to the local jurisdiction prior to July 1, 1974, Unless all provisions of this section have been met, the - I construction of such buildings shall commence on or before January 1, 1976. New high-rise structure. A high-rise structure, the con- I struction of which is commenced on or after July 1, 1974. HIGH-VOLTAGE TRANSMISSION LINE. An electrical power transmission line operating at or above 66 kilovolts. HIGHLY TOXIC. A material which produces a lethal dose I or lethal concentration which falls within any of the follow- ing categories: .I. A chemical that has a median lethal dose (LD50) of 50 I milligrams or less per kilogram of body weight when administered orally to albino rats weighing between 200 and 300 grams each. A chemical that has a median lethal dose (LD50) of 200 I. milligrams or less per kilogram of body weight when administered by continuous contact for 24 hours (or - less if death occurs within 24 hours) with the bare skin I of albino rabbits weighing between 2 and 3 kilograms each. A chemical that has a median lethal concentration (LC,,) in air of 200 parts per million by volume or less I of gas or vapor, or 2 milligrams per liter or less of mist, fume or dust, when administered by continuous inhala- tion for one hour (or less if death occurs within 1 hour) to albino rats weighing between 200 and 300 grams each. Mixtures of these materials with ordinary materials, such as water, might not warrant classification as highly toxic. DEFINITIONS While this system is basically simple in application, any haz- ard evaluation that is required for the precise categorization of this type of material shall be performed by experienced, technically competent persons. HIGHLY VOLATILE LIQUID. A liquefied compressed gas with a boiling point of less than 68°F (20°C). HIGHWAY. Any public street, public alley, or public road, including a privately financed, constructed, or maintained road that is regularly and openly traveled by the general pub- lic (27 CFR). [A] HISTORIC BUILDINGS Buildings that are listed in or eligible for listing in the National Register of Historic Places, or designated as historic under an appropriate state or local law. HOGGED MATERIALS. Wood waste materials produced from the lumber production process. HOLDING FACILITY. A detention or correctional facility or area where inmates, staff and public are not housed but are restrained. [MI HOOD. An air-intake device used to capture by entrap- ment, impingement, adhesion or similar means, grease and similar contaminants before they enter a duct system. Type I. A kitchen hood for collecting and removing grease vapors and smoke. Type II. A general kitchen hood for collecting and remov- ing steam vapor, heat, odors and products of combustion. IBFl HORIZONTAL ASSEMBLY. A fire-resistance-rated floor or roof assembly of materials designed to restrict the spread of fire in which continuity is maintained. [BE] HORIZONTAL EXIT. An exit component consisting of fire-resistance-rated construction and opening protectives intended to compartmentalize portions of a building thereby creating refuge areas that afford safety from fire and smoke from the area of fire origin. IBGI HOSPITALS AND PSYCHIATRIC HOSPITALS. Facilities that provide care or treatment for the medical, psy- chiatric, obstetrical, or surgical treatment of inpatient care recipients that are incapable of self-preservation or class/led as non-a,nbulalo,y or bedridden. HOT WORK. Operations including cutting, welding, Ther- mit welding, brazing, soldering, grinding, thermal spraying, thawing pipe, installation of torch-applied roof systems or any other similar activity. HOT WORK AREA. The area exposed to sparks, hot slag, radiant heat, or convective heat as a result of the hot work. HOT WORK EQUIPMENT. Electric or gas welding or cut- ting equipment used for hot work. HOT WORK PERMITS. Permits issued by the responsible person at the facility under the hot work permit program per- mitting welding or other hot work to be done in locations referred to in Section 3503.3 and prepermitted by the fire code official. 2016 CALIFORNIA FIRE CODE . 45 I i Ii'J Copyright 62016 CA BSC. ALL RIGHTS RESER'ED. Accessed by ElkKlausbrucksscro,, Dcc 19.20166:54:3o AM pursuant to Licrt,se Agreensent with CA RSC. No brIber _____________________________________________ reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I I I ATTACHMENT #4 COMMODITY CLASSIFICATION I I I I I 'I I I I I Li I I I I I I I I I-, I I I I 1 I I HIGH-PILED COMBUSTIBLE STORAGE 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. SECTION 3203 COMMODITY CLASSIFICATION 320 I ( I \I1I tion it LonlInotlIlIL', ( rudiiu h Ui iiLd I ( 1 Ii 1\ r hi1i Iii lit! ill 1tL rdinLL ith ihn. ttti ii Nllftrl ii', Ii ftd iithiu iLh tii1ii1fl dit\ it iIi. itionart: ituinLd in lie unmodificd,fol inipro d cninhusiihiIii rhiru ItH lit I in ittudin inodifi ri ur dic phi sit ii firm H lIlt in ltsri ii coidd di iit the Us sitis lion s ssIlon II 7 Hr I is ilitjliiii H Or up !Fih ftt 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 noncombüstible, electrical Cement in bags Ceramics Dairy products in nonwax-coated containers (excluding 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 container ing less than a 57gallon (19 L) capacity Noncombustible metal products 3203.3 Class H commodities. Class TI commodities are Class I products in slatted wooden crates, solid wooden boxes, multi- ple-thickness paperboard cartons or equivalent combustible packaging material with or without pallets. Class II commodi- ties are allowed to contain a limited amount of Group A plas- tics in accordance with Section 3203.7.4. Examples 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 Thinly coated fine wire on reels or in cartons 3203.4 Class Ill commodities. Class III commodities are commodities of wood, paper, natural fiber cloth, or Group C plastics or products thereof, with or without pallets. Products are allowed to contain limited amounts of Group A or B plas- tics, such as metal bicycles with plastic handles, pedals, seats and tires. Group A plastics shall be limited in accordance with Section 3203.7.4. Examples of Class III commodities include, but are not limited to, the following: Aerosol, Level I (see Chapter 51) Biomass briquettes, bagged, and static piles Biomass pellets, bagged, and static piles Charcoal 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, edgings and treetops) Furniture: wood, natural fiber, upholstered, nonplastic, wood or metal with plastic-padded and covered armrests 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 370 2016 CALIFORNIA FIRE CODE copy,ighl 20,6 CA BS. ALL RIGHTS RESERVED. Accessed by Ellie Xlnosbrockocr or, Dee 19, 2016 65n3O AM porronnl to License Agreement with CA BSC. No fonher II I all kir.1 I I Q kir.1111911 '1 11ti I 1 reprododion or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. HIGH-PILED COMBUSTIBLE STORAGE 11 I 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 containersc- 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 3203.5 Class IV commodities. Class IV commodities are Class I, II or III products containing Group A plastics in ordi- nary corrugated cartons and Class I, II and III products with Group A plastic packaging, with or without pallets. Group B plastics and free-flowing Group A plastics are also included in this class. The total amount of nonfree-flowing Group A plastics shall be in accordance with Section 3203.7.4. Exam- ples of Class IV commodities include, but are not limited to, the following: 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 metal products (solid) Furniture, plastic upholstered 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, syntheticor nonviscose - - 3203.6 l-Iih Ii u u -u onIIuouluflLs HILh h ii ird c inniodi liii tic hi Ii Iii rd prodntc rn inhit. cpci ii fi ru hti tid id I ho c oiI I I 11, Ill or IV. (troop \ p! i tlis riot thu iii c ii ccdiid ii iicludcd In this class Fi ituplu oF hih hi/id coriinioditic tic mdi lutE dli hot linritud ü (hi hfiloir. ioo Aerosol, Level 3 (see Chapter51) 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, foam rubber 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 - Yegetble ciii aV&butterJn p13St1c containers 320 ( I '.ifju iou of pl isi its PIctic c Iio! I hc d st ii ift ii 1c (troop \ B or C in cc rditftc isith tl&1n, t2(' 7 I ilircoolt 21) 1 3203 1 ( LOUI) \ plustics (Jioup Ap1i iii pIL tic ii tcI I its Ii is hIlL i hi it of coniltustton tI o is inuJi Iiihct tli iii Out at ordfin,n-v canihsiihtcc md i biitnioo I iti itJic r than tlt ii ul (drohip B p1 liEu s L s iniplu it (uroup \ p1 tics includi but 'ui not ltniitcd to the toFIosiin t ilonitrili lint oil nc Es rinc cOpol\init L - - Accra] piTy lorinoldclir dc - -\crvlic f polcinciltal tititltac late) - - r Butylt iilihcr - - - FT'l)i I (ihs ktic ptopi lini ruhhci i HP ifiliitJ Ii rciniorid pol\cstct \dtlr ii ruFuItr L\1i mdcd) \itt Ic ruIfiut I iLlS IntittiiIc hut'udicnc nihhit Pt I or PL IL pik ch inc tiniFliillalatc) Polvhutadicnc - - - -- - f'ulscslct clactotuci - - Pok cth Icnc F i Ii ptutps Icnc F uili E\ncnc sptridc I md iunispmndcd Po 1" ittcili iii c\pindcd ni(i Line spandcd) P\ ( pF sins I ulilonidi gic ner Eli in I pit ml pl cu iicd comtccl lbtic uiricupportcd filnil \\ F inc itS Iminitnili) 513k I St's Inc liE 4iJicIic I Lihhct I 3203.7.2 Group B plastics. (iroup 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-(cëllulose acetate, cellulose acetate butyrate, ethyl cellulose) - Chloroprene rubber Fluoroplastics (ECTFE, ethylene-chiorotrifluoroethylene 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 I I U I I I I I I 1 [1 I I I I 2016 CALIFORNIA FIRE CODE '- - 371 Copyright 020,6 CA BSC. ALL RIGHTS RESERVED. Arrested by Ellie Ktaosbrorkewr on Dec 19,20166u54u30 AM pursuant to License Agrcetocnl with CA BSC. No Further k IJI - reproduction ordistribution ,uthorieed. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE - - LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER, I HIGH-PILED COMBUSTIBLE STORAGE I I 1 30 GroupA Plastics > 25% of unexpanded or expanded plastics classified as High Hazard for commodity classification. Based on NFPA 13 will be further classified as unexpanded vs expanded Group A Plastics for sprinkler protection reciuirements. .0 25 I (CLASSIFYAS - HIGH-HAZARD \ COMMODITY W 20 .0 ' __ 6 __ __ __ __ __ LL 0 15 CLASSIFY \, I I i ASCLASSIV\ O COMMODITY > i 1:\ 3 LU CL 5 I CLASSIFY AS CLASS I,lI,ORllI. H COMMODITY 1 0 0 5 10 15 ,, 20 25. 0 I PERCENT BY WEIGHT OF UNEXPANDED PLASTICri I a. This figure is intended to determine the commodity classification of a mixed commodity in a package, carton or on a pallet where plastics are involved. b. The following is an example of how to apply the figure: A package containing a Class 111 commodity has 12-percent Group A expanded plastic by volume. The weight of the unexpanded Group A plastic is 10 percent. This commodity is classified as a Class IV commodity. If the weight of the unexpanded plastic is increased to 14 percent, the classification changes to a high-hazard commodity. I c. Percent by volume Volume of plastic in pallet load = ___________________________________ Total volume of.pallet load, including pallet d. Percent by weight Volume of plastic in pallet load = Total volume of pallet load, including pallet I FIGURE 3203.7.4 MIXED COMMODITIES.. 372 . ' . . 2016 CALIFORNIA FIRE CODE. I ' Copyright © zoto CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kbosbruckocron Dec 19, 2016 654:30 AM pursuant to License Agreement with CA BSC. No forthrr I k i k k I I I o reproduction ordistribotion authorized.' ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. . - Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES fordesignated user ELLEY KLAUSBRUCKNER. 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. . 1". 1 . - I CLASSIFICATION OF.00CUPANCIES AND COMMODITIES - 13-27 I Placed directly on wood pallets Placed in single-layer corrugated cartons, with or without single-thickness cardboard dividers, with or without pal- lets . Shrink-wrapped or paper-wrapped as a unit load with or without pallets . 5.6.3.2* Class H. A Class II commodity shall be defined as a noncombustible product that is in slatted wooden crates, solid wood boxes, multiple-layered corrugated cartons, or equiva- lent combustible packaging material, with or without pallets. Paragraphs 5.6.3.3 and 5.6.4.1 were revised by a tenta- tive interim amendment (TIA). See page 1. 5.6.3.3* Class M. . . - 5.6.3.3.1 A Class III commodity shall be defined as a product fashioned from wood, paper, natural fibers, or Group C plas- tics with or without cartons, boxes, or crates and with or with- out pallets. 5.6.3.3.2* A Class III commodity shall be permitted to contain a limited amount (5 percent or less by weight of unexpanded plastic or 5 percent or less by volume of expanded plastic) of; Group A or Group B plastics. 5.6.3.3.3 Class III commodities containing a mix of both GroupA expanded and unexpanded plastics shall comply with Figure 5.6.3.3.3(a) where they are within cartons, boxes, or crates or with Figure 5.6.3.3.3(b) where they are exposed. 5.6.3.4* Class W 5.6.3.4.1 A Class IV commodity shall be defined as product, with or without pallets, that meets one of the following criteria: (1) Constructed partially or totally of Group B plastics. (2) Consists of free-flowing Group A plastic materials (3) Cartoned, or within a wooden containr, that contains greater than 5 percent and up to 15 percent byweight of Group A unexpanded plastic -. Cartoned, or within a wooden container, that contains greater than 5 percent and up to 25 percent byvolume of expanded Group Aplastics '-: - Cartoned, or within a wooden container, that coltains a mix of Group A expanded and unexpanded plastics and complies with Figure 5.6.3.3.3(a) -. . -r. •:-. : Exposed, that contains greater than 5 percent an up to 15 percent by weight of Group A unexpanded:plastic S Exposed, that contains a mix of Group Aexpandedand unexpanded plastics and complies. with, •-Fiure 5.6.3.3.3(b) . • -1, 5.6.3.4.2 The remaining. materials shall bé.perinittd to be metal, wood, paper, natural or synthetic fibers, or Group B or Group C plastics. 5.6.4* Classification of Plastics, Elastomers, and Rubber. Plas- tics, elastomers, and rubber shall be classified as Group A, Group B, or Group C. 5.6.4.1* Group A. The following materialsshall be classified as Group A: ABS (acrylonitrile-butadienestyrene copolymer) Acetal (polyformaldehyde) AcPylic (polymethyl methacrylate) Butyl rubber •. . . (5) Cellulosics (cellulose acetate, cellulose acetate butyrate, ethyl cellulose) EPDM (ethylene-propylene rubber) FRP (fiberglass-reinforced polyester) Natural rubber Nitrile-rubber (acrylonitrile-butadiene-rubber) Nylon (nylon 6, nylon 6/6) PET (thermoplastic polyester) Polybutadiene (13)'Polycarbonate . S Polyester elastomer Polyethylene Polypropylene Polystyrene S. Polyurethane . 5 PVC (polyvinyl chlo-ide - highly plasticized, with plas- ticizer content greater than 20 percent) (rarely found) PVF (polyvinyl fluoride) - SAN (styrene acrylonitrile) SBR (styrene-butadiene rubber) 5.6.4.1.1* Group A plastics shall be further sibdivided as ei- ther expanded or unexpanded. 5.6.4.1.1.1 A Group Aexpanded plastic commodity shall be defined as a product, with orwithoutpallets, that meets one of the following criteria: - Cartoned, or within a woodn container, that contains greater than 40 percent by volume of Group A expanded plastic - Exposed, that contains greater than 25 percent by volume of Group Aexpanded plastic - - — 5.h.I.1.I.2 L (liii) -\ III: [ full I-1 il1Il1ll(liIV ulliuil 111 Ill-LI 2 •iu lw I u-- h I II plh-I u lih Iii eI ff1 of IlL II II ] I Ii I I II (511 1111 IjI uiiLin •l1uuoIuIu Iltiwil. LIII- Il)III,UIw III I 11 ),ti) 15 pcj(till I,% % h ( IIJ -\ 11111 -p'lild,d 11 ru ILu 1211 11(111 1 1111111 III 1(11 IlIlliwl 11111 I)ILIf I I III I I III L( II I LI j ('111 I) 1 1] LI III (;L.LI).-\ fl.I,JIIIIL-Ll pI.IILIL 1] 1 III II 1 llilhlll I LI III IL I III 1111 I 111,11 II II Ii 55 1111'. t ( I 1111 II I 1, (1 LII I Ill I II 2 Ill Ill 11111111111 lllllf III I II 1 1 \J 1 ili II II II(J 11 II III I Il Ill 15 J11 II IlL II I I 11 II IIII\I ill I 1 1111 IlIIIII II ),< (I 11111 oIII,1111 1 III Ill, Ill 1 1 1111111111111 2 1 I III 111111 I IIII II \ Ill II Ii II I I j Ii III III I 111 1 1 II I 1111 "I 11111 ii 11111 I 11111 2 III III LII1j III Ill I I 1111 1 III IL - --- --- -- --- i - 5.6.4.1.1.3 The remaining materials shall be permitted to be noncombustible, wood, paper, natural or synthetic fibers, or Group A, Group B, or Group C plastics. 5.6.4.2 Group B. The following materials shall be classified as Group B: Chloropréne rubber Fluoroplastics (ECTFE - ethylene-chl6rotrifluoro- ethylene copolymer; ETFE —ethylene-tetrafluoro- ethylene-copolymer; FEP - fluorinated ethylene- - propylene copolymer) Silicone rubber 5.6.4.3 Group-C.-The following materials shall be classified as Group C: - I • - 1 I I F' I, 1 2016 Edition 25 III I I I I C 5 10 15 20 25 30 35 40 Percentage by Volume of Group A Plastic Class Ill Commodity. Refer to 5.6.2 if a plastic pallet is used. Class IV Commodity. Refer to 5.6.2 if a plastic pallet is used. L RI. (ai Commoditi.s ( oninsnm .1 \thxturt of kpand*-d jiid L nexp inded ( roup . P4.islic. Group A . Group A Expanded IV .111 25 I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact ticensing@nfpa.org. 13-28 . . INSTALLATION OF SPRINKLER SYSTEMS I . 5 10 15 20 25 30 35 40 Percentage by Volume of Group A Expanded Plastic Ill- Class Ill Commodity. Refer to 5.6.2 if a plastic pallet is used. IV- Class IV Commodity. Refer to 5.6.2 if a plastic pallet is used. FIGURE 5.6.3.3.3(b) Exposed Commodities Containing a Mixture of Expanded and Unex- panded Group A Plastics. Fluoroplastics (PCTFE - polychlorotn flu oroethylene; 5.6.5.1 through 5.6.5.4 shall apply and shall be used to deter- PTFE - polytetrafluoroethylene) mine the sprinkler system design criteria. Melamine (melamine formaldehyde) Phenolic 5.6.5.1 Heavyweight Class. Heavyweight class shall be defined PVC (polyvinyl chloride - flexible - PVCs with plasti- so as to include paperboard and paper stock having a basis cizer content up to 20 percent) weight [weight per 1000 ft2.(92.9 m2)] of 20 lb (9.1 kg). PVDC (polyvinylidene chloride) 5.6.5.2 Mediumweight Class. Mediumweight class shall be de- P\TDF (polyvinylidene fluoride) (7)Urea (urea formaldehyde) fined so as to includeall the broad range of papers having a basis weight [weight per 1000 ft2 m2)] of 10 lb to 20 lb 5.6.5 Classification of Rolled Paper Storage. For the pur- (4.5 kg to 9.1kg). poses of this standard, the classifications of paper described in 2016 Edition I I I Ik4 FIS R:-Lit. I;T TW- Ar 41 00 ,Al i r s v IW -- ______ - -J I I rJ.. WV V I IT T •1 V r1 W W1 FA - AiJIJL -. tt V $4 -, A -i . i1 ;. L.r '-'-'- V RECEIVING STORAGE AREA #3 EXPOSED EXPAND . ED PLASTICS WILL BE STORED TO 5 FT WITH NO ADDITIONAL STORAGE ABOVE (AWAY FROM THE RACKS) WAREHOUSE STORAGE AREA #1 EXPOSED EXPANDED AND UNEXPANDED PLASTICS WILL BE STORED IN DESIGNATED DOUBLE ROW RACKS PROTECTED WITH ALTERNATIVE JL-LI PROTECTION SPRINKLER SCHEME. SEE SECTION L.1 .4 OF THE REPORT. I I,. I I I. I I I I I I I. 1 I I I 1. ATTACHMENT #5 DESIGNATION OF HIGH-PILED STORAGE AREAS HIGH-PILED COMBUSTIBLE STORAGE I 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 (6 10 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. . I 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 requirements 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 require- ments. 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. 3203.7.3 Group C plastics. Group C plastics are plastic materials having a heat of combustion and .à burning rate similar to those of ordinary combustibles. Examples of Group C plastics include, but are not limited to, the fol- lowing: Fluoroplastics (PCTFE, pôlychlorotrifluoroethylene; 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. SECTION 3204 QE$I_GVAJQ.ON OF HIGH- ILED 2ø4 I C. ner .l ii lLh n lcd 1r i_c rsa nid p()Itit Ms of hi_li pikd t ri_c ireas intendeci iot ci a i_c of dillciciit L 1i1mod11s class than adjcciil arc,i, chill hi disiiicd irid citicill\ dccinitcil 10 coOl nn Ii I ( l II (I icc I I ( ],Is-,, l\ or nh h 17 id ci iiiinodiiic Tlic dcci_ri ThoM of I 1ii h pilrd c rhuctihic c[or i_c nra oi portioli thirol n1cndd for 101 iLL M I Jiffctciit cowriwdity Liaci chill he hacd on thehi 211c5t h ii ird u mnlodil\ ci icc ctoi cd c \ccpt 15 pros idr d ni stic n - - - 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 engineering analysis shall consider the ability of the sprin- kler 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 mini- mum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 1.3. The contiguous 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 sprin- kler 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 (III m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903. H.. I 2016 CALIFORNIA FIRE CODE I liii 1 . Copyright 0 2016 CA BSC ALL RIGHTS RESERVED. Accessed by Ellie KI,osbmckoeroo Dcc 19,201665s3O AM.porsonnt to License Agreement with CA BSC. No further k IJ rcprodoCtin or.distribotion authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSEAGRI1EMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. . . . I I I I I ATTACHMENT #6 I GENERAL FIRE PROTECTION & I LIFE SAFETY REQUIREMENTS I ' I I I I I 1 I I I I I HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS : ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF SIZE OF HIGH-PILED (See Sections 3206, 3207 and 3208)b STORAGE AND PALLETIZED STORAGE (see Section 3207.3) COMMODITY CLASS STORAGE AREAa (square feet) Automatic fire- Fire detection Building Smoke and Maximum (see Sections 3206.2 and extinguishing system access heat removal Maximum pile permissible Maximum 3206.4) system (see Section. (see Section (see Section (see Section dimension (feet) storage height pile volume (cubic feet) 3206.4) 3206.5) 3206.6) 320671 (feet) 0-500 Not Not Not Not Not Not Not Required'- Required Required' Required Required Required Required 501-2,500 Not • Required Yes Not Required Not Required 100 40 100 000 21501-12,000 Yes Not Not Not 100 40 400,000 Public accessible Required Required Required 2,501-12,000 Not Not Not Nonpublic accessible Yes Required • Required Required .100 40 400,000 1-Tv (Option 1) 2,501-12,000 Not Nonpublic accessible • Required . Yes . Yes Ye& 100 301 200,000 (Opt ion_2) ___ 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 Yes ' Not Yes Yesi 100 . 40 400,000 500,000 Required 0-500 Not Not Not Not 50 ' Not ' Not Required' Required Required' Required Required Required 501-2,500 - Yes Not Not ,, Not 50 30 75,000 Public accessible Required Required Required 501-2500 Not Not Not Nonpublic accessible Yes Required Required, - Required 50 30 75 000 i-i (Option I) 501-2,500 Not Nonpublic accessible • Required,, 'Yes Yes Ye& 50 20 50,000 (Opt ion_2) -i.niud - 300,001500,000h Yes - equired Not , R Yes Yes 50 30 - 75 000 For SI: I foot = 304.8 mm, I cubic foot = 0.02832 m3, I square foot = 0.0929 m2. Where automatic sprinklers are required for reasons other thanthose in Chapter 32, the portion of thesprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. - . For aisles, see Section 3206.9. - - - Piles shall be separated by aisles complying with Section 3206.9. - 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. Section 503 shall apply for fire apparatus access. For storage exceeding 30 feet in height, Option I shall be used. Special fire protection provisionsincluding, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided when required by the fire code official. High-piled storage areas shall not exceed 500,000 square feet -A 2-hour fire wall constructed in accordance with Section 706 of the California Building Code shall be used to divide high-piled storage exceeding 500;000 square feet in area. 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 with an exit access travel distance of 250 feet (76 200 nini). or less 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 Section 903.3.1.1. - - - . . - . . - ' - : - .- . . - 2016 CALIFORNIA FIRE CODE .II-1kIsILbdfI111&1Ni1 ii 'uuriCopyright 0 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie KI,usbn,ckncron Dc 19. 2016 6:54:30 AM pursuant to License Agreement with CA BSC. No lnrihet .IIkI!i!II1'1kfr1 A 'A .'1 1'J L' I reproduction or distributjo,, ,otho,ieed. ANY UNAUTHORIZED REPRODuCrION OR DISTRIBUTION-IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. - - I I I LI I ATTACHMENT #6A, #6B AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS 1 STORAGE AREAS #l,#2 LI (WAREHOUSE, FINISHED GOODS) I CEILING HEIGHT 33'- 10" I STORAGE HEIGHT: 22'- 0" I I LI LI I I I I I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. 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. 13-22 INSTALLATION OF SPRINKLER SYSTEMS 3.8.2.1.5 Residual Hydrant. The hydrant that is used for measuring static and residual pressures during a flow test. [24, 2013] 3.8.2.1.6 Wet Barrel Hydrant. A type of hydrant that is in- tended for use where there is no danger of freezing weather, where each outlet is provided with aválve and an outlet. [24,2016] 3.9 Storage Definitions. 3.9.1* General. 3.9.1.1 Cartoned. Amethod of storage consisting of corru- gated cardboard or paperboard containers fully enclosing the commodity. 3.9.1.2* Carton Records Storage. A Class lU commodity con- sisting predominantly of paper records in cardboard cartons. 3.9.1.3 Catwalk. For the purposes of carton .records stor- age, a storage aid consisting of either open metal grating or solid horizontal barriers supported from a rack storage sys- tem that is utilized as a walkway for access to storage at elevated levels. Catwalks are accessed using stairs and are not separate floors of a building. 3.9.1.4 Clearance to Ceiling. The distance from the top of storage to the ceiling above. 3.9.1.5 Commodity. The combination of products, pack- ing material, and container that determines commodity classification. 3.9.1.6 Compact Storage. Storage on solid shelves not ex- ceeding 36 in. (900 mm) in total depth, arranged as part of a compact storage module, with no more than 30 in. (750 mm) between shelves vertically and with no internal vertical flue spaces other than those between individual shelving sections. 3.9.1.7 Compact Storage Module. A type of shelving unit consisting of compact storage whereby the units move to allow for storage to be pushed together creating a storage unit with no flues or minimal spaces between units. Aisles are created by moving the shelving unit. Compact storage modules can be manual or electric in operation. 3.9.1.8* Compartmented. The rigid separation of the prod- ucts in a container by dividers that form a stable unit, under fire conditions. 3.9.1.9* Container (Shipping, Master, or Outer Container). A receptacle strong enough, by reason of material, design, and construction, to be shipped safely without further packaging. 3.9.1.10i Conventional Pallets. A material-handling aid de- signed to support a unit load with openings to provide ac- cess for material-handling devices. (See FigureA.3. 9.1.10.) .....-'r— .4:] .11 "!77, '77;, T, \ ii it iii d 1 j ii hi i ii 0I I P1,111 11- dine] Intl)1 'i ii CI 111, nh nil iii ,i ,.hh I I 1 iniiiniiiC ,i iiinlin ubli flhiii ii,riiin I Ui nih i lihi: pu, . iii IiiIIi.I.il I inn di I di I ii d i p1 Iii Ii 3 t,iiid ju d IU 1 p.illni 1.nl. . 3.9.1.12 Expanded (Foamed or Cellular) Plastics. Those plastics, the density of which is reduced by the presence of numerous small cavities (cells), interconnecting or not, dispersed throughout their mass. , 3.4.1.13 Lrpund (.rnup 1 Plastic ( umitwth/u n 'I Iii pin. iii U ii in ni I . "I "I ii 01,J I .i Ii: iii . ,i ' 'ii iii' ippi i.] un I .iil Pie hni rnn h,inn ii it I h, iii di (1 'njii I in pp it i p' ii. ii 1)(-)l I I . In 'ijid in in ii P ii I i p, - -. -.-- ,--- -. -. -- .- 3.9.1.14 Free-Flowing Plastic Materials. Those plastics that fall Out of their containers during a fire, fill flue spaces, and create a smothering effect on the fire. Examples include powder, pellets, flakes, or random-packed small objects [e.g., razor blade dispensers, 1 oz to 2 oz (28 g to 57 g) bottles]. 3.9.1.15 High-Challenge Fire Hazard. Afire hazard typical of that produced by fires in combustible high-piled storage. 3.9.1.16 High-Piled Storage. Solid-piled, palletized, rack storage, bin box, and shelf storage in excess of 12 ft (3.7 m) in height. 3.9.1.17* Low-Piled Storage. Solid-piled, palletized, rack storage, bin box, and shelf storage up to 12 ft (3.7 m) in height. 3.9.1.18* Miscellaneous Storage. Storage that does not ex- ceed 12 ft (3.66 m) in height, is incidental to another occu- pancy use group, does not constitute more than 10 percent of the building area or 4000 ft2 (372 m2) of the sprinklered area, whichever is.greater, does not exceed 1000 ft2 (93 m2) in one pile or area, and is separated from other storage areas by at least 25 ft (7.62 m). _ r" --' 'n-'-'-'--'-------- —n55-- — 1.9.1.19 Open lrp (uintan,,. -\ uulteiinei 1)1 i]i\ I .i i -ri ui Ii 'i I ii', u] p-ri in Iii np hr III ii ill-i 1 011 iii (Ii"(-] Ipriril Il-i nun i . -- 3.9.1.20 Packaging. A commodity wrapping, cushioning, or container. 3.9.1.21 Plastic Pallet. A pallet having any portiàn of its -construction consisting of a plastic material. 3.9.1.22* Reinforced Plastic Pallet. A plastic pallet incorpo- rating a secondary reinforcing material (such as steel or fiberglass) within the pallet. 3.9.1.23 Roof Height. The distance between the floor and the underside of the roof deck within the storage area. 3.9.1.24 Slave Pallet. Aspecial pallet captive to a material- handling system. (See Figure A.3.9. 1. 10.) 3.9.1.25 StorageAids. Commodity storage devices, such as pallets, dunnage, separators, and skids. 3.9.1.26 UnitLoad. Apallet load or module held together in some manner and normally transported by material- handling equipment. 3.9.1.27 Wood Pallet. Apallet constructed entirely of wood with metal fasteners. 3.9.2 Palletized, Solid-Piled, Bin Box, and Shelf Storage. 3.9.2.1 Array. 3.9.2.1.1 Closed Array. A storage arrangement where air movement through the pile is restricted because of 6 in. (150 mm) or less vertical flues. 2016 Edition I I I I I i I I I I. [1 I Copyright 2015 National-Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAIJSBRUCKNER. 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 .. ' S. DEFINITIONS 13-23 3.9.2.1.2* Open Array. A storage arrangement' where air' movement through the pile is enhanced because of vertical flues larger than 6 in. (150 mm). 3.9.2.2 Bin Box Storage. Storage in five-sided wood, metal, or cardboard boxes with open face on the aisles in which boxes are self-supporting or supported by a structure so designed that little or no horizontal or vertical space exists around boxes. 3.9.2.3 Palletized Storage. Storage of commodities-on pal- lets or other storage aids that form horizontal spaces be- tween tiers of storage. 3.9.2.4* Pile Stability, Stable Piles. Those arrays where col- lapse, spillage of content, or leaning of stacks across flue spaces is not likely to occur soon after initial fire develop- ment. 3.9.2.5* Pile Stability, Unstable Piles. Those arrays where collapse, spillage of contents, or leaning of stacks across flue spaces occurs soon after initial fire development. 3.9.2.6* Shelf Storage. Storage on structures up to and in- cluding 30 in. (750 mm) deep and separated by aisles at least 30 in. (750 mm) wide. . 3.9.2.6.1* Back-to-Back Shelf Storage. Two solid or perfo- rated shelves up to 30 in. (750 mm) in depth each, not exceeding a total depth of 60 in. (1.5 m), separated by a longitudinal vertical barrier such as plywood, particle- board, sheet metal, or equivalent, with a maximum 0.25 in. (6 mm) diameter penetrations and no longitudinal flue space and a maximum storage height of 15 ft (4.6 m). 3.9.2.7 Solid-Piled Storage. Storage of commodities stacked on each other. - 3.9.2.8 Solid Unit Load of Unexpanded Plastic (Either Car- toned or Exposed). A load that does not have voids (air) within the load and that burns only on the exterior of the load; water from sprinklers might reach most surfaces avail- able to burn. 3.9.3 Rack Storage. 3.9.3.1* Aisle Width. The horizontal dimension between the face of the loads in racks under consideration. 3.9.3.2 Automotive Components on Portable Racks. Instru- ment panels, windshields, metal and plastic gasoline tanks, heater housings, door panels, interior trim, bumper facia, wiring harnesses, sheet metal, body components, engines, driveline components, steering mechanisms, auxiliary mo- tors, and lighting — all with or without expanded GroupA plastic dunnage. This definition does not include the stor- age of air bags, tires, and seats on portable racks. 3.9.3.3 Bulkhead. A vertical barrier across the rack. 3•9•3•4* Face Sprinklers. Standard sprinklers that are lo- cated in transverse flue spaces along the aisle or in the rack, are within 18 in. (450 mm) of the aisle face of storage, and are used to oppose vertical development of fire on the-ex- ternal face of storage. 3.9.3.5 Horizontal Barrier. Asolid barrier in the horizontal position covering the entire rack, including all flue spaces at certain height increments, to prevent vertical fire spread. -. IM,,udiriJ I mr .cpnre 'JTh' U l)t\n Oil I' 1 - I OR '1 1 nl I U I j Iii' di U U UI - 1 In I P U Ii U'' 2 4 iii f II 11111) j I ii U I 'i I II - A 3•93•7* -Rack. Any combination of vertical, horizontal, and diagonal members that supports stored materials. [-1,. 2015] ' Df'ThV7 int 1W ftarRct}iirp-i1U] In Ii 0 11111t iii Ii I U I U UIU I ' i v i o P pItt I ii n - fiw ii P 0' III I(' iU II T0 h up I 4140 miii), 11 iii Ii 1\ iii Ui U idi Ii ii II Ii i U I ft ( I I iu hiw-& ii 3.9.3.7.2 Movable Racks. Racks on fixed rails or guides that can be moved back and forth only in a horizontal, two-dimensional plane. A moving aisle is created as abut- ting racks are either loaded or unloaded, then moved across the aisle to abut other racks. F LlidI(J)I111I2IT1 (lU miii iii Ir'pili i I ii,]i i ilniifili' hR 1,1 L p I I f 1 - I III RI di i dli'] li,i n I2 I tRill - Opm RarJ Ri P U U In I Ii Ii np II oh lt 'P I ,i i iv I I\ I il pl ii o - U ) i P 1 i I 1 [Lii I II I U II ji I i I- ii , LU II - ii UIi IitIti- Ii jtitip vui- I 1 iIi liii iIuiIm I I pit iii'' i pi on - in'' ,i Ii' Ui i-itt 1 the U-Il 11 liii lUllili' Ill,- Ill 'iiinni, I All U II I ii 4. it -i ifi 1-, diii ii hv ii - Iii 111le DII 0-UI IU iii I-u -il - 3.9.3.7.5 Portable Racks. Racks that are not fixed in place and can be arranged in any number of configurations. 3.9.3.7.6 Rack Shelf Area. The area of the horizontal sur- face of a shelf in a rack defined by perimeter aisle(s) or nominal 6in: (150 mm) flue spaces on all four sides, or-by the placement of loads that block openings that would oth- erwise serve as the required flue spaces. 3.9.4.7.7 .5mp1 Ron' Riu/o Rn R iLi P. ic ill) IUp iitdi. U Rid lU U' .1 114 iii' 141 U' LII (1 iii .-. I P ",UUIiU hum" ,i wilih ,f,ii Iu-i 4.2 1i4t I I in f'cl'Ui-il liii 'uiii..I-.. -.-- 3.9.3.7.8 Slatted Shelf Rack. A rack where shelves are fixed in place with a series of narrow individual solid supports - used as the shelf material and spaced apart with regular openings. 3.9.3.7.9 Solid Shelf Rack. A rack that is not defined as an open rack where shelves are fixed in place with a solid, slatted, or wire mesh barrier used as the shelf material and having limited openings in the shelf area. 3.9.3.81b Solid Shelving. Shelving that is fixed in place, slat- ted, wire mesh, or other type of shelves located within racks. The area of a solid shelf is defined by perimeter aisle or flue space on all four sides or by the placement of loads that block openings that would otherwise serve as the re- quired flue spaces. Solid shelves having-an area equal to or less than 20 ft2 (1.9 m2) are defined as open racks.-Shelves - of wire mesh, slats, or other materials more than 50 percent open and where the flue spaces are maintained are defined' as open racks. '194.9 1'rurlu!l' FIIiL puii-. Jhc p,i, I '.1 U , U, ,lmi,(nn II I,iIin 2 / i- I I 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14,201510 KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRIJCKNER. 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. 13-54 INSTALLATION OF SPRINKLER SYSTEMS 8.5.4.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the deflec- tor distance shall be measured from the bottom of the insula- tion and shall be in accordance with 8.5.4.1.3.1 or 8.5.4.1.3.2. 8.5.4.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the deflector distance shall be mea- sured to the underside of the insulation, - 8.5.4.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 mm), the deflector distance shall be measured to the high point of the insulation. The deflector shall not be positioned above the low point of the insulation. 8.5.4.1.4* Heat collectors shall not be used as a means to assist the activation of a sprinkler. 8.5.4.2 Deflector Orientation. Deflectors of sprinklers shall be aligned parallel to ceilings, roofs, or the incline of stairs. 8.5.5 Obstructions to Sprinkler Discharge. 8.5.5.1* Performance Objective. Sprinklers shall be located so as to minimize obstructions to discharge as defined in 8.5.5.2 and 8.5.5.3, or additional sprinklers shall be provided to en- sure adequate coverage of the hazard. (See FigureA. 8.5.5. 1.) 8.5.5.2* Obstructions to Sprinkler Discharge Pattern Develop- ment. 8.5.5.2.1 Continuous or noncontinuous obstructions less than or equal to 18 in. (450 mm) below the sprinkler deflector that prevent the pattern from fully developing shall comply with 8.5.5.2. 8.5.5.2.2 Sprinklers shall be positioned in accordance with the minimum distances and special requirements of Sec- tion 8.6 through Section 8.12 so that they are located suffi- ciently away from obstructions such as truss webs and chords, pipes, columns, and fixtures. 8.5.5.3* Obstructions that Prevent Sprinkler Discharge from Reaching Hazard. Continuous or noncontinuous obstructions that interrupt the water discharge in a horizontal plane more than 18 in. (450 mm) below the sprinkler deflector in a man- ner to limit the distribution from reaching the protected haz- ard shall comply with 8.5.5.3. 83.5.3.1.1 Sprinklers shall be located below the obstruction and not more than 3 in. (75 mm) from the outside edge of the obstruction. 8.5.5.3.1.2 Where sprinklers are located adjacent to the ob- struction, they shall be of the intermediate level rack type. 8.5.5.3.1.3 The deflector ofautomatic sprinklers installed un- der fixed obstructions shall be positioned no more than 12 in. (300 mm) below the bottom of the obstruction. 8.5.5.3.1.4 Sprinklers shall not be required under noncom- bustible obstructions over 4 ft (1.2 m) wide where the bottom of the obstruction is 24 in. (600 mm) or less above the floor or deck. 8.5.5.3.2 Sprinklers shall not be required under obstructions that are not fixed in place, such as conference tables. 8.5.5.3.3 Sprinklers installed under obstructions shall be of the same type (spray, CMSA, ESFR, residential) as installed at the ceiling except as permitted by 8.5.5.3.3.1. 8.5.5.3.3.1 Spray sprinklers shall be permitted to be utilized under overhead doors. 8.5.5.3.4* Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.5.5.4 Closets. In all closets and compartments, including those closets housing mechanical equipment, that are not larger than 400 ft3 (11.3 m) in size, a single sprinkler at the highest ceiling level shall be sufficient without regard to ob- structions or minimum distance to the wall. 8.5.6 Clearance from Deflector to Storage. 8.5.6.1* Unless the requirements of 8.5.6.2, 8.5.6.3, 8.5.6.4, or 8.5.6.5 are met, the clearance between the deflector and the top of storage or contents of the room shall be 18 in. (450 mm) or greater. 8.5.6.2 Where other standards specify greater clearance to storage minimums, they shall be followed. 8.5.6.3 A minimum clearance to storage of 36 in. (900 mm) shall be permitted for special sprinklers. 8.5.6.4 A minimum clearance to storage of less than 18 in. (450 mm) between the top of storage and ceiling sprinkler deflectors shall be permitted where proven by successful large- scale fire tests for the particular hazard. 8.5.6.5 The clearance from the top of storage to sprinkler deflectors shall be not less than 36 in. (900 mm) where rubber tires are stored. 8.5.7 Skylights. 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- lights not exceeding 32 ft2 (3.0 m2) in area, regardless of haz- ard classification, that are separated by at least 10 ft (3.0 m) horizontally from any other unprotected skylight or unpro- tected ceiling pocket. 8.5.7.1.1 When a sprinkler is installed directly beneath a sky- light not exceeding 32 ft2 (3.0 1112), the distance to the ceiling shall be measured to the plane of the ceiling as if the skylight was not present. 8.5.7.2 Skylights not exceeding 32 ft2 (3.0 m2) shall be per- mitted to have a plastic cover. 8.6 Standard Pendent and Upright Spray Sprinklers. 8.6.1 General. All requirements of Section 8.5 shall apply to standard pendent and upright spray sprinklers except as modified in Section 8.6. 8.6.2 Protection Areas per Sprinkler (Standard Pendent and Upright Spray Sprinklers). 8.6.2.1 Determination of Protection Area of Coverage. 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection area of coverage per sprinkler (A,,) shall be determined in accordance with 8.5.2.1. I I I I J I fl I I I I I I 1i 2016 Edition I 1 I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual useand download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRIJCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing©nfpa.org. INSTALLATION (3) The obstruction extension shall meet the following re- quirements: The obstruction shall not extend more than 12 in. (300 mm) to either side of the midpoint between sprinklers in accordance with Figure 8.11.5.3.4. Where the extensions of the obstruction exceed 12 in. (300 mm), one or more lines of sprinklers shall be installed below the obstruction. (4) At least 18 in. (450 mm) clearance shall be maintained between the top of storage and the bottom of the obstruc- tion in accordance with Figure 8.11.5.3.4. 8.11.5.3.5 in the special case of an obstruction running par- allel to or directly below a branch line, the following shall occur: The sprinkler shall be located at least 36 in. (900 mm) above the top of the obstruction in accordance with Fig- ure 8.11.5:3.5. The obstruction shall be limited to a maximum width of 12 in. (300 mm) in accordance with Figure 8.11.5.3.5. The obstruction shall be limited to a maximum extension of 6 in. (150 Minn) to either side of the centerline of the branch line in accordance with Figure 8.11.5.3.5. 8.11.6 Clearance to Storage (CMSA Sprinklers). The clear- ance between the deflector and the top of storage shall be 36 in. (900 mm) or greater. 2 R1e pnffM 812.1 ( nt r d All ii ii ii nd Scololl ii dl 1-1 REMENTS 13-85 8.12.2 Protection Areas per Sprinider (Early Suppression Fast-Response Sprinklers). 8.12.2.1 Determination of Protection Area of Coverage. The protection area of coverage per sprinkler (As) shall be deter- mined in accordance with 8.5.2.1. 8.12.2.2 Maximum Protection Area of Coverage. 12.2 2 1 1 h iiiaximum ill lii1wot cn,,Ii in i ii iiI I (A ,) Ii ill 1w in i id in lilt lii Iui mdii iii d Ili 8. 12.2.2.2 1 ni Ii nn ni in ' 12 2 2 i mm I hi in m\iimiilni iii (d ,(o%( _i ml in 1miinIm I 11II ii ii ui2 I . •. . ..... a 8.12.2.2.3* Deviations from the maximum sprinkler spacing shall be permitted to eliminate obstructions created by struc- tural elements (such as trusses, barjoists, and wind bracing) by moving a sprinkler along the branch line a maximum of 1 ft (300 mm) from its allowable spacing, provided coverage for that sprinkler, does not exceed 110 ft (10.2m 2) per sprinkler where all of the following conditions are met: The average actual floor area protected by the moved sprinkler and the adjacent sprinklers shall not exceed 100 ft2 (9.3 m2). Adjacent branch lines shall maintain the same pattern. In no case shall the distance between sprinklers exceed 12 ft (3.7 m). 8.12.2.2.4 Deviations from the maximum sprinkler spacing shall be permitted to eliminate obstructions created by struc- tural elements (such as trusses, barjoists, and wind bracing) by moving a single branch line a maximum of 1 ft (300 mm) from its allowable spacing, provided coverage for the sprinklers on I' I I 11 I I I I Li I 0. Ceiling I U I _F Not less than 18 in. (450 mm) ½S 24 in. (600 mm) maximum Obstruction Centerline >24 in. (600 mm) ½S I Top of storage i v4r4v4r4r4r4r4r4r4r4r4w4r4w4rA FIGURE 8.11.5.3.4 Obstruction More Than 24 in. (600 mm) Below Sprinklers (CMSA Sprinklers). I 2016 Edition I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAIJSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted.without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. 13-86 INSTALLATION OF SPRINKLER SYSTEMS Ceiling •0 T __T Not less than 36 in. (900 mm) Obstruction 12 in. a (300 mm) maximum FIGURE 8.11.5.3.5 Obstruction More Than 36 in. (914 mm) Below Sprinklers (CMSA Sprinklers). that branch line and the sprinklers on the branch line it is moving away from does not exceed 110 ft2 (10.2 m2 ) per sprin- kler where all of the following conditions are met: (1) The average actual floor area protected by the sprinklers on the moved branch line and the sprinklers on the adja- cent branch lines shall not exceed 100 ft2 (9.3 m2) per sprinkler. (2) In no case shall the distance between sprinklers exceed 12 ft (3.7 m). (3) It shall not be permitted to move a branch line where there are moved sprinklers on a branch line that exceed the maximum sprinkler spacing. 8.12.2.3 Minimum Protection Area of Coverage. The mini- mum allowable protection area of coverage for a sprinkler (As) shall not be less than 64 ft2 (5 .92). 8.12.3 Sprinkler Spacing (Early Suppression Fast-Response Sprinklers). 8.12.3.1 Maximum Distance Between Sprinklers' The maxi- mum distance between sprinklers shall be in accordaice with the following: (1) Where the storage height is less than or equal to 25 ft (7.6 m) and the ceiling height is less than or equal to 30 ft (9.1 m), the distance between sprinklers shall be limited to not more than 12 ft. (3.7. m) between sprinklers as shown in Table 8.12.2.2.1. (2) Unless the requirements of 8.12.3.1(3) or 8.12.3.1(4) are met, where the storage height exceeds 25 ft (7.6 m) and ceiling height exceeds 30 ft (9.1 m), the distance between sprinklers shall be limited to not more than 10 ft. (3.0 m) between sprinklers. (3)*Regardless of the storage or ceiling height arrangement, deviations from the maximum sprinkler spacing shall be permitted to eliminate obstructions created by structural elements (such as trusses, barjoists, and wind bracing) by moving a sprinkler along the branch line a maximum of 1 ft. (300 mm) from its allowable spacing, provided cover- age for that sprinkler does not exceed 110 ft2 (10.2 m2) where all of the following conditions are met: The average actual floor area protected by the moved sprinkler and the adjacent sprinklers shall not exceed 100 ft2 (9.3 m2). Adjacent branch lines shall maintain the same pat- tern. In no case shall the distance between sprinklers ex- ceed 12 ft (3.7 m). (4) Where branch lines are parallel to trusses and bar joists, deviations from the maximum sprinkler spacing shall be permitted to eliminate obstructions created by structural elements (such as trusses, barjoists, and wind bracing) by moving a single branch line a maximum of 1 ft (300 mm) from its allowable spacing, provided coverage for the sprinklers on that branch line and the sprinklers on the branch line it is moving away from does not exceed 110 ft2 (10.2 m2) per sprinkler where all of the following condi- tions are met: The average actual floor area protected by the sprin- klers on the moved branch line and the sprinklers on the adjacent branch lines shall not exceed 100 ft2 (9.3 m2) per sprinkler. In no case shall the distance between sprinklers ex- ceed 12 ft. (3.7 m). It shall not be permitted to move a branch line where there are moved sprinklers on a branch line that ex- ceed the maximum sprinkler spacing. 8.12.3.2 Maximum Distance from Walls. The distance from sprinklers to walls shall not exceed one-half of the allowable distance permitted between sprinklers as indicated in Table 8.12.2.2.1. 8.12.3.3 Minimum Distance from Walls. Sprinklers shall be located a minimum of 4 in. (100 mm) from a wall. 8.12.3.4 Minimum Distance Between Sprinklers. Sprinklers shall be spaced not less than 8 ft (2.4 m) on center. I I Not less 6 in. I than 36 in. (150mm)I '(900 mm) maximum Obstruction 12 in. (300 mm) maximum - Ii thu 12 2 2 1 1iol I cction An lld M txiniiiiii ill,,,oft FR sprillbll r I I I I I I I I I I Ceiling/Roof Heights Up to 30 ft (9.1 m) ( iIitt Roof O It q in) Protection Area Spacing I r 1*1i ni \it i Sp1LIL1 Construction Type ft2 m 2:,ft m It iii ft n Noncombustible 100 93 12 37 unobstructed Noncombustible obstructed 100 93 12 37 I 1(1 Combustible unobstructed 100 9.3 ;.•- - 12 3.7 J,p I -- Hi Combustible obstructed N/A N/A - IN 2016 Edition I I I I LJ I . Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAIJSBRIJCKNER AND ASSOCIATES for designated user ELLEY KLAIJSBRUCKNER. 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. 13-86 INSTALLATION OF SPRINKLER SYSTEMS - Ceiling A Not less I Not less than 36 in. (900 mm) - 6 in I. than 36 in. (150 mm) (900 mm) maximum Obstruction Obstruction I 12 in. 4 l2in. 4 .(300 mm) (300 mm) . maximum maximum FIGURE 8.11.5.3.5 Obtruction More Than 36 in. (914 mm) Below Sprinklers (CMSA Sprinklers). that branch line and the sprinklers on the branch line it is moving away from does not exceed 110 ft2 (10.2 m2) per sprin- kler where all of the following conditions are met: The average actual floor area protected by the sprinklers on the moved branch line and the sprinklers on the adja- cent branch lines shall not exceed 100 ft2 (9.3 m2) per sprinkler. In no case shall the distance between sprinklers exceed 12 ft (3.7 m). It shall not be permitted to move a branch line where there are moved sprinklers on a branch line that exceed the maximum sprinkler spacing. 8.12.2.3 Minimum Protection Area of Coverage. The mini-' mum allowable protection area of coverage for a sprinkler (As) shall not be less than 64 ft2 (5,92), r- --w------ ........ . . . . -. Pprinbkc Spaccici (Rarlv Siipprcsion Fasi-Response PpiinIkrs). . 8.12.3. 1 M.iiinccni IdisLiru e Berseerr Spririklcr.. Thc IT TSP Innrii di i p sh,il Ii ii d (1) Where the storage height is less than or equal to 25 ft (7.6 m) and the ceiling height is less than or equal to 30 ft (9.1 m), the distance between sprinklers shall be limited to not more than 12 ft (3.7 m) between sprinklers as shown in Table 8.12.2.2.1. i2i I nI -i (Imp ii 1512.h1iiin 12 1 1 ITO-I,v h, 1, jh e Wi lii 211 \'c-d 2 71 ni nih hog hi-ighi i\i(ik ;ii 2 I iii t1i diini I- Ui iii ii wind i ii ii ic hin III I rn - (3) *Regardlessof the storage or ceiling height arrangement, deviations from the maximum sprinkler spacing shall be permitted to eliminate obstructions created by structural elements (such as trusses, barjoists, and wind bracing) by moving a sprinkler along the branch line a maximum of 1 ft (300 mm) from its allowable spacing, provided cover- age for that sprinkler does not exceed 110 ft2 (10.2 m2) where all of the following conditions are met: The average actual floor area protected by the moved sprinkler and the adjacent sprinklers shall not exceed 100 ft2 (9.3 m2). Adjacent branch lines shall maintain the same pat- tern. In no case shall the distance between sprinklers ex- cèed 12 ft (3.7 m). (4) Where branch lines are parallel to trusses and bar joists, deviations from the maximum sprinkler spacing shall be permitted to eliminate obstructions created by structural elements (such as trusses, barjoists, and wind bracing) by moving a single branch line a maximum of 1 ft (300 mm) from its allowable spacing, provided coverage for the sprinklers on that branch line and the sprinklers on the - branch line it is moving away from does not exceed 110 ft2 (10.2 m2) per sprinkler where all of the following condi- tions are met: The average actual floor area protected by the sprin- klers on the moved branch line and the sprinklers on the adacent branch lines shall not exceed 100 ft2 (9.3 m ) per sprinkler. In no case shall the distance between sprinklers ex- ceed 12 ft (3.7 in). It shall not be permitted to move a branch line where there are moved sprinklers on a branch line that ex- ceed the maximum spriiikler spacing. - - 8.12.3.2 Maximum Distance from Walls. The distance from sprinklers to walls shall not exceed one-half of the allowable distance permitted between sprinklers as indicated in Table 8.12.2.2.1. 8.12.3.3 Minimum Distance froni Walls. Sprinklers shall be located a minimum of 4 in. (100 mm) from a wall. i23.i MInulTRL 1h,tall(,4' Ketwvcnprinkk 2jiriri1hc r I d in I Ii ..III Ii 2 iii • cc I I Table 8.12.2.2.1 Protection Areas and Maximum Spacing of ESFR Sprinklers Ceiling/Roof Heights Up to 30 ft (9.1 m) (c-itinii Rtcct HPiiilc&.c I )er II It k9.1 Ind - Protection Area . Spacing I Prot.-(lion Protu(tioji At no Sp.nnnrcg - J Construction Type' ft2 • m2 ft m It T. iii ft ni 4 Noncombustible .100 9.3 . 12 3.7 11W 1 lii- ii unobstructed - Noncombustible obstructed 100 9.3 12 3.7 11111 1 Hi 2 1) 1.CQTlhUSt!h!ej01uh nreterI....._.. 100 9.3 12 3.7 1 11)11 11 - I I .inIiciihl-T .iiiji iii - N/A N/A A ... 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. 13-88 INSTALLATION OF SPRINKLER SYSTEMS Sprinklers shall be installed below continuous obstruc- tions, or they shall be arranged to comply with Table 8.12.5.1.1 for horizontal obstructions entirely below the elevation of sprinklers that restrict sprinkler discharge pattern for two or more adjacent sprinklers such as ducts, lights, pipes, and conveyors. Additional sprinklers shall not be required where the ob- struction is 2 in. (50 mm) or less in width and is located a minimum of 2 ft (600 mm) below the elevation, of the sprinkler deflector or is positioned a minimum of 1 ft (300 mm) horizontally from the sprinkler. Additional sprinklers shall not be required whçre the ob- struction is 1 ft (300 mm) or less in width and located a minimum of 1 ft (300 mm) horizontally from the sprin- kler. Additional sprinklers shall not be required where the ob- - struction is 2 ft (600 mm) or less in width and located a minimum of 2 ft (600 mm) horizontally, from the sprin- kler. Ceiling sprinklers shall not be required to comply with Table 8.12.5.1.1 where a row of sprinklers is installed un- der the obstruction. - - 8.12.5.3.2 Bottom Chords of Bar Joists or Open Trusses. ESFR sprinklers shall be positioned a minimum of 1 ft (300 mm) horizontally from the nearest edge to any bottom chord of a bar joist or open truss. 8.12.5.3.2.1 The requirements of 8.12.5.3.2 shall. not apply wherç upright sprinklers are located over the bottom chords of barjoists or open trusses that are 4 in. (100 mm) maximum in width. 8.12.5.3.3* For pipes, conduits, or groups of pipes and con- duit to be considered individual, they must be separated from the closest adjacent pipe, conduit, cable tray, or similar ob- structions by a minimum of three times the width of the adja- cent pipe, conduit, cable tray, or similar obstruction. 8.12.5.3.4 Open Gratings. Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.12.5.3.5 Overhead Doors. Quick-response spray sprinklers shall be permitted to be utilized under overhead doors. 8.12.5.3.6 Special Obstruction Allowance. Sprinklers with a special obstruction allowance shall be installed according to tbeixiis.tthg. - 1'8.1 2.6 (h'a.hwce to Storagr 1LiV Supms'oon Fast- ht-spoii- $pnl1l'lr hw I lu K ii 6 6 i n I Ti roi )bJiT 1)1 ' i I i I nni - 8.13 In-Rack Sprinklers. 8.13.1 System Size. The area protected by a single system of sprinklers in racks shall not exceed 40,000 ft2 (3720 mtt) of floor area occupied by the racks, including aisles, regardless of the number of levels of in-rack sprinklers. 8.13.2 Type of In-Rack Sprinklers. 8.13.2.1 Sprinklers in racks shall be ordinary-temperature standard-response or quick-response classification with a nominal K-factor of K-5.6 (80), K-8.0 (115), or K-11.2 (160), pendent or upright. 8.13.2.2 Sprinklers with intermediate- and high-temperature ratings shall be used near heat sources as required by 8.3.2. 8.13.3 In-Rack Sprinkler Water Shields. 8.13.3.1 In-Rack Sprinkler Water Shields for Storage of Class I Through Class IV Commodities. Water shields shall be provided directly above in-rack sprinklers, or listed intermedi- ate level/rack storage sprinklers shall be used where there is more than one level, if not shielded by horizontal barriers. (See Section C.3.) 8.13.3.2 In-Rack Sprinkler Water Shields for Plastic Storage. Where in-rack sprinklers are not shielded by horizontal bat-ri- ers, water shields shall be provided above the sprinklers, or listed intermediate level/rack storage sprinklers shall be used. 8.13.4 Location, Position, and Spacing of In-Rack Sprinklers. The location, position, and spacing of in-rack sprinklers shall comply with the requirements in Chapters 12 through 20 as applicable. 8.13.4.1 Minimum Distance Between In-Rack Sprinklers. In- rack sprinklers shall be permitted to be placed less than 6 ft (1.8 m) on center. 8.13.5 Obstructions to In-Rack Sprinkler Discharge. In-rack sprinklers shall not be required to meet the obstruction crite- ria and clearance from storage requirements of Section 8.5. 8.14 Pilot Line Detectors. 8.14.1 Pilot line detectors and related components including pipe and fittings shall be corrosion resistant when installed in areas exposed to weather or corrosive conditions. 8.14.2 Where subject to mechanical or physical damage, pilot line detectors and related detection system components shall be protected. 8.14.3 Where spray sprinklers are used as pilot line detectors, they shall be installed in accordance with Section 8.14 and the spacing and location rules of Section 8.6, except that the ob- struction to water distribution rules for automatic sprinklers shall not be required to be followed. 8.14.3.1 Where located under a ceiling, pilot sprinklers shall be positioned in accordance with the requirements of Sec- tion 8.6. 8.14.4 The temperature rating of spray sprinklers utilized as pilot line detectors shall be selected in accordance with 8.3.2. 8.14.5 Maximum horizontal spacing for indoor locations shall not exceed 12 ft (3.7 m). 8.14.6 Pilot line detectors shall be permitted to be spaced more than 22 in. (550 mm) below a ceiling or deck where the maximum spacing between pilot line detectors is 10 ft (3.0 m) or less. 8.14.6.1 Other maximum horizontal spacing differing from those required in 8.14.5 shall be permitted where installed in accordance with their listing. 8.14.7 Pilot line detectors located outdoors, such as in open process structures, shall be spaced such that the elevation of.a single level of pilot line detectors and between additional lev- els of pilot line detectors shall not exceed 17 ft (5.2 m). 8.14.8 The maximum distance between pilot line detectors installed outdoors shall not exceed 8 ft (2.4 m). 8.14.8.1 The horizontal distance between pilot line detectors installed outdoors on a given level shall be permitted to be 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensingnfpa.org. 13-146 INSTALLATION OF SPRINKLER SYSTEMS I Chapter 12 General Requirements for Storage area shall be the same as the sprinkler protection for the high ceiling area. I 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 suppression fast-response (ESFR) sprinklers shall not be used in buildings with automatic heat or smoke vents unless the vents use a high-temperature rated, standard- response operating mechanism. 12.1.1.3* Draft curtains shall not be used within ESFR sprin- 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.) - 1 2 1 2 ( cilit lop( I IR I, II It, I p If U 1 Ii I 12 III I h 1'1 U 2(1 U III I P 1 N UI Ii I I\il iiot I Ii n i j 1 2 U U I III III I I n II U 1 II I ii ii I h I J lrti I P JT1I I 1 i 111 IILII 20 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 or in accordance with 12.1.3.1.1 through 12.1.3.1.3. 12.1.3.1.1 For corrugated metal deck roofs up to 3 in. (75 mm) in depth, the maximum roof height shall be mea- sured from floor to the bottom of the deck. 12.1.3.1.2 For decks deeper than 3 in. (75 mm), the maxi- mum roof height shall be measured to the highest point on the deck. 12.1.3.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the maxi- mum roof height shall be measured to the bottom of insula- tion and shall be in accordance with 12.1.3.1.3.1 or 12.1.3.1.3.2. 12.1.3.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat andparallel to the ceiling or roof structure, the maximum roof height shall be measured to the underside of the insulation. 12.1.3.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the maximum roof height shall he measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insu- lation exceeds 6 in. (150 mm), the maximum roof height shall be measured to the high point of the insulation. 12.1.3.1.4* Where the building height changes within a com- partment, the sprinklers directly over the storage shall be ca- pable of protecting storage directly beneath. 12.1.3.1.4.1 Where a barrier to heat and smoke in accor- dance with 12.3(2) or 12.3(3) is not present, the sprinkler criteria 15 ft (4.6 m) into the perimeter of the lower 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. 12.1.3.3 The sprinkler system design shall be based on the storage height and clearance to ceiling that routinely or peri- odically 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. (75 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. (75 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 ceilingshall 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). 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. 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. (150 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 (3.0 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 (3.0 m) or providing one level ofsupplemen- tal, 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 (3.0 ni) for Sec- tion 17.3, protection shall be based upon providing one level I I I I I I I I [1 I I H I 2016 Edition I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRIJCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. GENERAL REQUIREMENTS FOR STORAGE 13-147 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. 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: The maximum fan diameter shall be 24 ft (7.3 m). The HVLS fan shall be-centered approximately between four adjacent sprinklers. The vertical clearance from the HVLS fan to sprinkler deflector shall be a minimum of 3 ft (900 mm). All HVLS fans shall be interlocked to shut down immedi- ately upon receiving a waterfiow signal from the alarm system in accordance with the requirements of IVFPA 72. 12.2* Hose Connections. 12.2.1 Small hose connections [11/2 in. (38 mm)] shall be provided where required by the authority having jurisdiction in accordance with 8.17.5 for first-aid fire-fighting and over- haul operations. 12.2.2 Small hose connections shall not be required for the protection of Class I, II, III, and N commodities stored 12 ft (3.7 m) or less in height. 12.3* Adjacent Hazards or Design Methods. For buildings with two or more adjacent hazards or design methods, the following shall apply: Where areas are not physically separated by a barrier or partition capable of delaying heat from fire, in one area from fusing sprinklers in the adjacent area, the required sprinkler protection for the more demanding design basis shall extend 15 ft (4.6 m) beyond its perimeter. The requirements of 12.3(1) shall not apply where the areas are separated by a draft curtain or barrier located above an aisle, horizontally a minimum of 2 ft (600 mm) from the adjacent hazard on each side, or a partition that is capable of delaying heat from a fire in one area from fusing sprinklers 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. (600 mm), located above an aisle, horizontally a mini- mum 2 ft (600 mm) from :the adjacent hazard on each side. 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. 12.5 Dry Pipe and Preaction Systems. For dry pipe systems and preaction systems, the area of sprinkler operation shall be increased by 30 percent WiLhOUL revising the density. 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.2 gpm/ft° (8.1 mm/mm) or less, standard-response sprinklers with a K-factor of K-5.6 (80) or larger shall be permitted. 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 0.2 gpm/ft° to 0.34 gpm/ft2 (8.1 mm/min to 13.9 mm/mm), 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 Ore 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/mm), 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. 12.6.5 Where applying the requirements of Figure 17.2.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the design criteria of 0.6 gpm/ft2 per 2000 ft2 (24.4 mm/min per 186 m2) to existing storage applications, the requirements of 12.6.3 shall apply. 12.6.6 The 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, Group A plastic commodities, miscellaneous storage, and other storage as specified in Chapter 12 through Chapter 20 or by other 12.6.7.1 1 F I j LI i I i I I i ii I I I Iii I I 1-1 ilii iih ( h i 2u h ill I I II Ii IT III hc fofl')\'111L.: liii ii Aliv I ii iii Iii iIIliiI ill ( hqi ±AI1 I UT2 j!jiI ii i 12.6.7.2 Quick-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permitted to protect any of the following: Light hazard occupancies Ordinary hazard *occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.7.3 Standard-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chap- ter 20 shall be permitted to protect any of the following: Ordinary hazard occupancies ' Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.8 The design figures indicate water demands for ordinary- temperature-rated and nominal high-temperature-rated sprin- klers at the ceiling. 2016 Edition I Copyright 2015 National Fire Protection Association (NFPA). Ucensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. 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. 13-148 INSTALLATION OF SPRINKLER SYSTEMS I I I I I 1 I I I I I I I 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 storage, 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 deter- mined either from the density/area requirements of Chap- ter 12 through Chapter 20 or shall be based upon the room design method in accordance with Section 12.10, at the discre- tion of the designer. 12.7.2* Systems with Multiple Hazard Classifications. For sys- tems with multiplehazard classifications, the hose streamal- lowance and water supply duration shall be in accordance with Section 12.8 as well as one of the following: The water supply requirements for the highest hazard classification within the system shall be used. The water supply requirements for each individual hazard classification shall be used in the calculations for the de- sign area for that hazard. (3)*For systems with multiple hazard classifications where the higher classification only lies within single rooms less than or equal to 400 ft2 (37.2 m2) in area with no such rooms adjacent, the water supply requirements for the principal occupancy shall be used for the remainder of the system. 12.7.3 The calculations shall satisfy any single point on ap- propriate density/area curves. 12.7.4 The minimum water supply requirements shall be de- termined by adding the hose stream allowance from Sec- tion 12.8 to the water supply for sprinklers as determined by Chapter 12 through Chapter 20. 12.7.5 The minimum water supply requirements determined from 12.7.4 shall be available for the minimum duration speci- fied in Section 12.8. 12.7.6 Total system water supply requirements shall be deter- mined in accordance with the hydraulic calculation proce- dures of Chapter 23. 12.7.6.1 When using the density/area method, the design area shall meet the requirements of 23.4.4.2.1. 12.7.6.2 When using CMSA, the design area shall meet the requirements of 23.4.4.3.1. 12.7.6.3 When using ESFR sprinklers, the design area shall consist of the most hydraulically demanding area of 12 sprin- klers, consisting of four sprinklers on each of three branch lines, unless other specific numbers of design sprinklers are required in other sections of this standard. 12.7.7 Multiple Adjustments. 12.7.7.1 Where multiple adjustments to the area of operation are required to be made, these adjustments shall be com- pounded based on the area of operation originally selected. 2016 Edition 12.7.7.2 If the building has unsprinklered combustible con- cealed spaces, the rules of Section 12.9 shall be applied after all other modifications have been made. 12.7.7.3 The minimum design density for any sprinkler sys- tem installed in a storage occupancy shall be not less than 0.15 gpm/ft2 (6.1 mm/min) after all adjustments are made. 12.8 Hose Stream Allowance and Water Supply Duration. 12.8.1 * Tanks shall be sized to supply the equipment that they serve. 12.8.2* Pumps shall be sized to supply the equipment that they serve. 12.8.3 Water allowance for outside hose shall be added to the sprinkler requirement at the connection to the city main or a yard hydrant, whichever is closer to the system riser. 128.4 Where inside hose connections are planned or are required, the following shall apply: A total water allowance of 50 gpm (190 L/min) for a single hose connection installation shall be added to the sprinkler requirements. A total water allowance of 100 gpm (380 L/min) for a multiple hose connection installation shall be added to the sprinkler requirements. The water allowance shall be added in 50 gpm (190 L/ mm) increments beginning at the most remote hose con- nection, with each increment added at the pressure re- quired by the sprinkler system design at that point. 12.8.5 When hose valves for fire department use are attached to wet pipe sprinkler system risers in accordance with 8.17.5.2, the following shall apply: The water supply shall not be required to be added to standpipe demand as determined from NFPA 14. Where the combined sprinkler system demand and hose stream allowance of Chapter 12 and Chapters 14 through 20 exceeds the requirements of NFPA 14, this higher de- mand shall be used. For partially sprinklered buildings, the sprinkler demand, not including hose stream allowance, as indicated in Chapter 12 and Chapters 14 through 20 shall be added to the requirementsjiven in NFPA 14. 12 .,8.6 Ii nit It I n 1_ni lilt tIn I lif, I ii it ii I I iii *111 dt I ii d pi I I It ti 1 I t I I ii I ii (1(1 i Liii ( i ll iii Ill I N 1 i1 I& I I 1 t LIII lIt I dtii lii! tIll fll Ull i 12.9 Unspnnklered Combustible Concealed Spaces. 12.9.1k When using the density/area method or room design method, unless the requirements of 12.9.2 are met for build- ings having unsprinklered combustible concealed spaces as described in 8.15.1.2 and 8.15.6, the minimum area of sprin- kler operation for that portion of the building shall be 3000 ft2 (280 rn2 ). 12.9.1.1 The design area of 3000 ft2 (280 m2) shall be applied only to the sprinkler system or portions of the sprinkler system that are adjacent to the qualifying combustible concealed space. 12.9.1.2 The term adjacent shall apply to any sprinkler system protectinga space above, below, or next to the qualifying con- cealed space except where a barrier with a fire resistance rat- ing at least equivalent to the water supply duration completely separates the concealed space from the sprinklered area. I I I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agredment, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing©nfpa.org. GENERAL REQUIREMENTS FOR STORAGE .13-149 Table 12.8.6 Hose Stream Allowance and Water Supply Duration Number of Ceiling Size of Hose Stream Allowance Water Sprinklers Design Supply Sprinider in Design Area at Duration Commodity Sprinkler Type Spacing Type Area* Ceiling gpm L/min (minutes) • Up to 1200 ft2 (110 M2)250 950 60 . Over 1200 ft2 (111 m2) up to Control mode 1500 fL2 Standard and NA (140m2) 500 1900 90 (CMDA) extended-coverage Over 1500 ft2 (139m2) up to - 2600 ft2 (240 rn2) 500 1900 120 Over 2600 ft2 (240 m2) 500 . 1900 150 Ui i-iv Standard Up to 12 NA 250 950 60 H H "Ii Over 12 to j1HH(1 pJIICl 15 NA 500 1900 90 Pit plLft pu Itt Over 15 to ,H.i uuiui]ujittt, I 25 NA 500 1900 120 Control Mode Over 25 NA 500 1900 150 Specific Application Up to 6 NA 250 950 60 (CMSA) Up to 8t NA 250 950 60 Over 6 to 8 Extended-coverage NA 500 1900 90 Over-8 to 12 - NA 500 1900 120 Over 12 NA 500 1900 150 I p H 12 U.I N \ - Over 12 to I HP HUpj)F 15 NA 500 1900 90 I t I j -H uti ut a 1I-R) Over 15to 25 NA 500 1900 120 Over 25 NA 500 1900 150 On-floor rubber tire Standard and storage up to 5 ft CMDA & CMSA (1.5 m) in height extended-coverage Any Any • 250 950 120 (continues) 2016 Edition I I I I I I I I I I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAIJSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAIJSBRUCKNER. 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. 13-150 INSTALLATION OF SPRINKLER SYSTEMS Table 12.8.6 Continued Number of Ceiling Size of Hose Stream Allowance Water Sprinklers Design Supply Sprinkler in Design Area at Duration Commodity Sprinkler Type Spacing Type Area* Ceiling gpm L/min (minutes) Standard and Up to CMDA 5000 ft2 extended-coverage NA (372 m2) 750 2850 180 CMSA Standard Up to 15 NA 500 1900 180 Up to 12 NA 250 950 180 Over 12 to20 NA 500 1900 180 Up to 4000 ft2 NA (372m2) 500 1900 120 Up to 25 NA 500 1900 120 Upto12 NA 250 950 60 J 6 0 1900 ] 2( NA: Not applicable. *For CSMA and ESFR sprinklers, the additional sprinklers included in the design area for obstructions do not need to be considered in determining the total number of sprinklers in this column, tL-imited to a maximum of 144 ft2 (13.4m2) per sprinkler. Rubber tire storage ESFR Standard CMDA Standard Roll paper CMSA Standard ESFR Standard III ItRI II III ii NA N \ IIh 124 '7] I I I I I I I I 12.9.2 The following unsprinklered combustible concealed spaces shall not require a minimum design area of sprinkler operation of 3000 ft2 (280 m2): Noncombustible and limited-combustible concealed spaces with minimal combustible loading having no access. The space shall be considered a concealed space even with small openings such as those used as return air for a plenum. Noncombustible and limited-combustible concealed spaces with limited access and not permitting occupancy or storage of combustibles. The space shall be considered a concealed space even with small openings such as those used as return air for a plenum. Combustible concealed spaces filled entirely with non- combustible insulation. Concealed spaces where rigid materials are used and the exposed surfaces have a flame spread index of 25 or less and the materials have been demonstrated to not propa- gate fire morethan 10.5 ft (3.2 m) when tested in accor- dance with ASTM E 84, Standard Test Method for Suiface Burning Characteristics of Building Materials, or ANSI! UL 723, Standard for Test forSurface Burning Characteristics of Building Materials, extended for an additional 20 minutes in the form in which they are installed in the space. Concealed spaces in which the exposed materials are con- structed entirely of fire retardant—treated wood as de- fined by NFPA 703. Concealed spaces over isolated small compartments not exceeding 55 ft2 (5.1 m2 ) in area. Vertical pipe chases under 10 ft2 (0.9 m2), provided that in mulufloor buildings the chases are firestopped at each 2016 Edition floor using materials equivalent to the floor construction. Such pipe chases shall contain no sources of ignition, pip- ing shall be noncombustible, and pipe penetrations at each floor shall be properly sealed. Exterior columns under 10 ft2 (0.9 m2) in area formed by studs or wood joists, supporting exterior canopies that are fully protected with a sprinkler system. 12.10 Room Design Method. 12.10.1* The water supply requirements for sprinklers only shall be based upon the room that creates the greatest demand. 12.10.2 To utilize the room design method, all rooms shall be enclosed with walls having a fire resistance rating equal to the required water supply duration. 12.10.2.1 Minimum protection of openings shall include automatic- or self-closing doors with the appropriate fire pro- tection rating for the enclosure. 12.103 Where the room design method is used, the density shall correspond to that required for the smallest area accept- able under the density/area method. 12.11* High-Expansion Foam Systems. 12.11.1 High-expansion foam systems that are installed in ad- dition to automatic sprinklers shall be installed in accordance with NFPA 11 12.11.2 High-expansion foam systems shall be automatic in operation. 12.11.3 High-expansion foam used to protect the idle-pallet shall have a maximum fill time of 4 minutes. Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRtJCKNER. No other reproduction or transmission in any form permitted without written permission of NEPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. GENERAL REQUIREMENTS FOR STORAGE 13-151 12.11.4 Detectors for high-expansion foam sys(eiiis shall be listed and shall be installed at no more than onehalf the listed spacing. 12.11.5 The release system for the high expansiôii fOam del- uge system shall be designed to operate prior io:thè sprinklers installed in the area. - . - 12.1 F'i'otc Linn of IdloiPalluLs. 212.l Wood Pal lets. 12.12.1.1 \\i 10110. diAl hi' 1111111i'd Ii I ii iii lii iii l II I .11) driLl' 1 1 ,iiiii'd I11d1lil0.. n'I'ii Ill i]1'1l Oil pi oh 'i oil iii loin with 12 I '.1 - -. Piastir Pjllet. ¶12.12.2.1 l'lt 1.ill'ihi1h1ir 10.11112 . H' sO 1 iii In lii IL I 1111)1 1 oil t''2 I I '001'' 1 id' H Pl,i , 1)111 ' sh ill ii' p'i ml 1 i hi ' ii LII 1 1 0.110 11111 110.0.11 iii i' ill In 11 Ii I I oil ii Ii 'ii V ,i'. I 1ii'ii' iil,niLld,112 pmll0.I Lod in ,oi nilnhi i 'i V hr 1jiflhl'0.LI J2HH , 12.12.2.2 Protection Criteria for Plastic Pallets Stored Indoors. 12.12.2.2.1 Plastic pallets having a demonstrated fire hazard that is equal to or less than idle wood pallets and is listed for such equivalency shall be permitted to be protected in accor- dance with 12.12.1. 12.12.1.2 Wood pallets, where stored indoors, shall be pro- tected in accordance with one of the following: Control mode density/area sprinkler protection as speci- fied in Table 12.12.1.2(a). CMSA sprinkler protection in accordance with Table .................. I nIL "pu1.1' 111 11(111111 in ,ii,iiduii onhi I diV -. (4) Control mode density/area sprinkler protection in accor- dance with the 0H2 curve of Figure 13.2.1 existing with a hose stream demand of at least 250 gpm (950 L/min) for a duration of at least 60 minutes when pallets are stored no higher than 6 ft (1.8 m) and each pile of no more than four stacks is separated from other pallet piles by at least 8 ft (2.4 m) of clear space or 25 ft (7.6 m) of commodity. The maximum clearance to ceiling of 20 ft (6.1 m) specified in 12.1.3.4 shall not apply to arrangement 12.12.1.2(4). 12.12.1.2.1 The maximum clearance to ceiling of 20 ft (6.1 m) specified in 12.1.3.4 shall not apply to arrangement 12.12.1.2(4). 12.12.1.3 Idle wood pallets shall not be stored in racks unless they are protected in accordance with the appropriate re- quirements of Table 12.12.1.2(a) or Table 12.12.1.2(c). (See Section C. 7.) 12.12.2.2.2 When specific test data are available, the data shall take precedence in determining the required protection r of idle plastic pallets. 12.12.2.2.3 '011111 liii 1111111 V'Rs1iiiii1.Ii'is hill hi' iii .11 ii 12.12.2.2.4 Protection with spray sprinklers shall be in accor- dance with one of the scenarios in 12.12.2.2.4.1 through 12.12.2.2.4.3. 12.12.2.2.4.1 Where plastic pallets are stored in cutoff rooms, the following shall apply: The cutoff rooms shall have at least one exterior wall. The plastic pallet storage shall be separated from the re- mainder of the 'building by 3 hour-rated fire walls. The storage shall be protected by sprinklers designed to deliver 0.6 gpm/ft2 (24.4 mm/mm) for the entire room or by high-expansion foam and sprinklers designed to de- liver 0.3 gpm/ft2 (12.2 mm/mm) for the entire room. The storage shall be piled no higher than 12 ft (3.7 m). Any steel columns shall be protected by 1-hour fireproofing or a sidell sprinkler directed to one side of the column at the top or at the 15 ft (4.6 m) level, whichever is lower. Flow from these sprinklers shall be permitted to be omitted from the sprinkler system demand for hydraulic calculations. Table 12.12.1.2(a) Control Mode Density/Area Sprinkler Protection for Indoor Storage of Idle Wood Pallets Maximum Maximum Storage Ceiling/Roof , Areas of 'Height Height Sprinkler Density Operation Type of Location of Nominal Sprinkler Storage K-Factor ft ' in ft m gpm/ft2 mm/min ft2 m2 Control mode On floor 8 (115) or Up to 6 Up to 1.8 20 6.1 0.20 8.1 3000* 280* density/area 'larger On floor 11.2 (160) ' Up to 8 Up to-2.4 30 9.1 0.45 18.3 2500 ' 230 or larger On floor or 11.2 (160) 8 to 12. 2.4 to 3.7 30 9.1 0.6 24.4 3500 325 rack without or larger solid shelves 12 to 20 3.7 to 6.1 30 9.1 0.6 24.4 4500 420 On floor 16.8 (240) Up to 20' Up to 6.1 30 9.1 0.6 24.4 2000 185 or larger *The area of sprinkler operation should be permitted to be reduced to 2000 ft2 (186 m2) when sprinklers having a nominal K-factor of 11.2 or larger are used or if high temperature-rated sprinklers with a nominal K-factor of 8.0 are used. 2016 Edition I . Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14; 2015 to KLAIJSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing©nfpa.org. 13-152 INSTALLATION OF SPRINKLER SYSTEMS Table 12.12.1.2(b) CMSASprinlder Protection for Indoor Storage of Idle Wood Pallets . Maximum Minimum Maximum Storage Ceiling/Roof . Operating Height Height Number of Pressure Storage Commodity K-Factor/ Type of Design Arrangement Class ft m ft m Orientation System Sprinklers psi bar 11.2 (160) Wet 15 25 1.7 Dry 25 25 1.7 Upright 16.8 (240) Wet 15 15 1.0 30 9.1 Upright . Dry 25 15 1.0 On floor Idle wood ' 20 6.1 . pallets . 19.6 (280) Wet . 15 16 1.1 Pendent - 35 11 19.6 (280) Wet . 15 25 1.7 Pendent 40 12 19.6 (280) Wet 15 30 2.1 Pendént V . I2I.. .?i I "SI I' Sprinkft;r I'r.,lrr t,.rn!.ri Iirrh,rr",roratt' of IdI( \ui,&lI'IIr't Maximum Minimum Maximum Storage Ceiling/ Operating Type of Sprinkler Location of Height _________ Roof Height Pressure ft m 'ft m psi bar (Orientation) Storage Nominal K-Factor 14.0 25 7.6 30 9.1 50 3.4 (200) 25 7.6 : 32 10 60 4.1 (240) E 32 10 42 2.9 40 12 52 3.6 25 7.6 - 30 9.1 25 1.7 J} •1 22.4 35 11 40 12 40 2.7 35 11 40 12 25 1.7 ESFR (upright) On floor 14.0 20 6.1 30 9.1 50 3.4 (200) 20 6.1 . 35 11 75 5.2 16.8 20 6.1 30 9.1 35 2.4 (240) 20 6.1 35 11 52-T3.6 I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLA(JSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRIJCKNER. 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. PROTECTION OF MISCELLANEOUS AND LOW-PILED STORAGE 13-153 TIM-'----- - r ablc I 2.12,2.2.1 LSFR Sprinkki PrOcti6ii fi 1ndor Stoia )t Idle PI.niiic PJ1et', - _____ ta • - Maximum Storage Maximum Minimum Operating - Height . Ceiling/Roof Height Pressure Type of Sprinkler Location of Nominal' ft rn , ft m psi bar (Orientation) Storage K-Factor 14.0 25 7.6 . ' 30 9.1 - 50 3.4 25 7.6 32' 10 60 4.1 On floor or rack . .25 ' , 7.6 30 9.1 35 2.4 ESFR (pendent) without solid shelves ' ' 168 240' ' 25 7.6 32 10 42 2.9 - 35 11 ' 40 '. ' 12 - 52 3.6 12.12.2.2.4.2 Where plastic pallets are stored without cutoffs from other storage, the following shall apply: Maximum storage height of 10 ft (3.0 m) Maximum ceiling height of 30 ft (9.1 m) - Sprinkler density 0.6 gpm/ft2 over 2000 ft2., (24.4mm/ min over 186 m2) Minimum sprinkler K-factor of 16.8 (240) 12.12.2.2.4. 1L Ii fnhlcl'3 'hI1 lI, n iII1l)n' n 1h '(1 nI') lioll 1 hnn lU) 1I. Ill(I Tic, lll2h<VI I1'('flI 1 Ii f, I '>133) V C2 spi II)! ('I ]>J)) I)' ii I sl. 1 IflilnU III''!) I)'IlIlU'I I (VII))! 111'( Ii 1.111(1 I) (I 111''Ic 01 ,111 WI VI V I h n 'n II )I 11)' I I II') 1)111 2> 'I I 1) (V I ' Ii 1 1 2 II (1 2 ,1 11 IT 6 I 'l 1 II nIn! I>'. 1 MillInluIn ('111112 II) 1211 id I)! I VIlVIlI ln n,.-)! I 12V12.'2. 1 1,11, pl. Ir 2' i' >6.111 nUll -] 1311]> 1)1 In I> '(1) !U1 I (Viii ii (V ('(V 11111 lI1('l(IV Ml] I M2 12.12.2.3.1 When specific test data and a product listing are available, the data shall take precedence in determining the required protection of idle plastic pallets stored inVràcks. 12.12.3 Idle Pallets Stored on Racks, on Shelves, and Above Doors. .12.12.3.1 Idle pallets shall not be stored on Vrac.j.shèlve5 except where permitted in 12.12.1.3. 12.12.2.3, and 12.12.3.2. -----V m'- -'-- -"---- -V -, [J'1_1.12.3.2 616 p li r >11,111 II' 111'I I '(111 -2 , II' In I ( 1) II ((('3 I 1(1)]> ('.2)1 111>1(11 (II 11)1)3' (II'')! ]W]I) I> (III] 11i', .11(]JlII ' P' n l)'fLITIV)(l II)) llI-j])111 IIV). Ill )l Ii III 22 I2Vnl'Vplpin'2 12.12.3.3 Where idle pallet storage is above a door, the idle pallet storage height and ceiling height shall be calculated from the base of storage above the door-using the applicable protection criteria referenced in Section 12.12. 12.12.4 High-Expansion Foam - Reduction m Ceiling Den- sity. A reduction in ceiling density to one-half that required for idle pallets shall be permitted without revising the design area, but the density shall be no less than 0.15 gpm/ft2 (6.1 mm/mm). Chapter 13 Protection of Miscellaneous and - Low-Piled Storage 13.1 General. . 'V 13.1.1 This chapter shall apply to any of the following situa- tions: MiscellaneusVstorageVof Class I through Class IV com- modities up to 12 ft (3.7 m) in height Miscellaneous storage of Group A plastics up to 12 ft - (3.7 m) in height V Miscellaneous storage of rubber tires up to 12 ft (3.7 m) in height Miscellaneous storage of rolled paper up, to 12 ft (3.7 m) in height V Storage of Class I through Class IV commodities up to 12 ft (3.7 m) in height as directed by 14.2.3.1 and 16.2.1.2.1 Storage of Group Aplastics up to 5 ft (1.5 m) in height as directed by 15.2.1 and 17.2.1.1 ' V 13.1.2 Hose Connections. Hose connections shall not be re- quired for the protection of miscellaneous storage. 13.1.3 Solid Shelf Racks. V , 13.1.3.1 For storage of Class I through Class IV 12 ft (3.7 m) or less in height that does not meet the definition of Miscella- neous Storage that is on solid shelf racks, in-rack sprinklers shall be provided in accordance with 16.1.6, and ceiling sprinkler protection shall be provided in accordance with Chapter 13. 13.1.3.2 For storage of Group A Plastics 5 ft (1.5 m) or less in height that does not meet the definition of Miscellaneous Stor- age that is on solid shelf racks, in-rack sprinklers shall be pro- vided in accordance with 17.1.5, and ceiling sprinkler protec- tion-shall be provided in accordance with Chapter 13.'- 13.2 Design Basis.- 13.2.1' The protection criteria shall be selected from Table 13.2.1 and Figure 13.2.1. V 13.2.2 'Installation criteria as permitted by NFPA 13 and de- sign criteria and modifiers as permitted by the density/area method of Chapter 11 for ordinary hazard Group 1, ordinary hazard Group 2, extra hazard Group 1, and extra hazard Group 2 occupancies shall be applicable. V 2016 Edition I I I I VT I I I I I I I I I I I I I I I I HYDRAULIC SYSTEM This BUILDING IS PROTECTED BY A HYDRAUUCALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM Date: 1-21-2017 Location: HME Whiptail Loop Area I System: Remote Area System #1 Sprinklers to Discharge: 12 Sprinklers Density: ESFR 25.2 @ 20 psi/sprklr Area of Discharge: 12 sprinklers Sprinkler Water Flow @ BOR: 1374.86 gpm. Residual psi @ BOR: 55.981 psi. Total Water Req'd (incl. hose): 1624.857 gpm. Total Pressure Req'd @ Source: 81.582 psi. 250 gpm hose stream allowance added Vanguard Fire Protection P. 0. Box 1300 Vista, CA 92085-1300 I I I Copyright 2015 National Fire Protection Association (NFPA). Ucrinsed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRIJCKNER. 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. PROTECTION OF RACK STORAGE OF PLASTIC AND RUBBER COMMODITIES 13-215 Table 17.2.3.1 ESFR Protection of Rack Storage of Group A Plastic Commodities Stored Up to and Including 25 ft (7.6 m) in Height Maximum Storage Maximum Storage Height Ceiling/Roof Height Nominal Minimum Operating Pressure In-Rack Sprinkler Arrangement Commodity ft In - ft In K-Factor Orientation psi bar Requirements llliixll,llllll-ll 20 --- 61 . 14.0 (200) Upright! Frericlelit 50 3.4 No 16.8 (240) Upright! pendent 35 2.4 No 25 . 7.6 22.4 Pendent 25 1.7 No lii till (320) 25.2 Pendent 15 1.0 No (360) 14.0 Upright! 50 3.4 No (200) ,pendent 16.8 Upright! 35 2.4 No 30 -. 9.1 (240) pendent 22.4 Pendent 25 1.7 No 25.2 Pendent 15 1.0 No (360) S 14.0 Upright! 75 5.2 No (200) pendent 16.8 Upright! 52 3.6 No 35 11 (240) pendent 22.4 . Pendent 35 2.4 No (320) 25.2 Pendent 20 1.4 No (360) • 16.8 Pendent (240) 52 3.6 No 22.4 Pendent (320) ,40 2.7 No 40 12 25.2 Pendent 25 1.7 No • (360) 14.0 Pendent 90 6.2- Yes (200) 16.8 Pendent 63 4.3 Yes 45 14 22.4 Pendent 40 2.7 No (320) at - .2 F25 Pendent 40 2.7 No 360) 140 (200) Upright/ 50 pendent 34 No 168 Upright/ 35 24 No 30 9.1 (240) pendent 22.4 Pendent (320) 25 1.7 No 25.2 • Pendent 15 1.0 No • (360) (continues) 2016 Edition I I Copyright 2015 National Fire Protection Association (NFPA). Licensed,by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY * KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. 13-216' * , INSTALLATION OF SPRINKLER SYSTEMS Table 17.2.3.1 Continued . Mxsmum Storage Maximum Storage Height . Ceiling/Roof Height Nominal , Minimum Operating Pressure In-Rack Sprinkler - Arrangement Commodity fLJ m ft m K-Factor Orientation psi bar Requirements 14.0 Upright! 60 4.1 No 32 10 (200) pendent - 168 Upright! 42 29 No (240) pendent 140 Upright! 75 52 No (200) pendent 168 Upright! 52 36 No (240) pendent 22.4 Pendent 35 24 No (320) it if 16.8 Pendent 52 3.6 No (240) 224 (320) Pendent 40 27 No 40 12 25.2 Pendent 25 1.7 No (360) 140 Pendent 90 62 Yes (200) 16.8 Pendent 63 4.3 Yes * (240) 45 14 22.4 Pendent 40 2.7 No (320) 25.2 Pendent 40 , 2.7 No (360) Exposed unexpanded 20 61 . 14.0 (200) Pendent 50 3.4 No 25 7.6 16.8 Pendent 35 2.4 No • (240) 14.0 Pendent 50 3.4 No 30 9.1 16.8 Pendent 35' 2.4 (240) 14.0 Pendent (200) FNo 75' 5.2 (200)35 11 16.8 Pendent 52 3.6 (240) 40 12 16.8 Pendent 52 ' 3.6 No (240) - 14.0,.. Pendent 90 6.2 Yes (200) 45 14 16.8 Pendent - 63 4.3 Yes (240) I I I I ATTACHMENT #6A- 1 AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS STORAGE AREA #1A I (WAREHOUSE) I CEILING HEIGHT: 33' - 10" ALTERNATIVE PROTECTION SCHEME (DOUBLE ROW RACKS) I 1-LEVEL OF IN-RACK SPRINKLERS AND HORIZONTAL BARRIERS AT OR BELOW 12 FT LEVEL I I 1 I I I I • I I Plastics I. Group Group Group Protect as Protect as Class IV Class Ill Cartoned Exposed Free flowing Protect using Protect as Chapter 17 Class IV See Section Ncnc,p<inded , Expind Pr1€ct Ue Rihled oilly . is/nq o1 thr. 17.1.2.9 Pi' DCdp'er 17 p7ror7 o[Ctpter Protection of ró psed axpIic5.. 1oepei rnepaodFdFtwtti. e p0r Exposed Plastics FIGURE 17.1.2.1 Decision Tree. Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLALJSBRUCKNER AND ASSOCIATES for designated user I KLAUSBRUCKNER. 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. 13-200 INSTALLATION OF SPRINKLER SYSTEMS I I I 1 I I I I I I I I I I I I I 16.3.3.3 ESFR sprinkler systems shall be designed such that the minimum operating pressure is not less than that indi- cated in Table 16.3.3.1 for type of storage, commodity, storage height, and building height involved, 16.3.3.4 The design area shall consist of the most hydrauli- cally demanding area of 12 sprinklers, consisting of four sprin- klers on each of three branch lines. 16.3.3.5 Where required by Table 16.3.3.1, one level of K-8.0 (115) or K-11.2 (160) quick-response, ordinary-temperature in-rack sprinklers shall be installed at the tier level closest to but not exceeding one-half of the maximum storage height. 16.3.3.5.1 in-rack sprinkler hydraulic design criteria shall be the most hydraulically remote eight sprinklers at 60 gpm (230 L/min). 16.3.3.5.2 In-rack sprinklers shall be located at the intersec- tion of the longitudinal and transverse flue space. 16.3.3.5.3 Horizontal spacing shall not be permitted to ex- ceed 5 ft (1.5 m) intervals. 16.3.3.5.4 The minimum of 6 in. (150 mm) vertical clear space shall be maintained between the sprinkler deflectors and the top of a tier of storage. (A) Sprinkler discharge shall not be obstructed by horizontal rack members. 16.3.3.5.5 In-rack sprinklers shall be located at an intersec- tion of transverse and longitudinal flues while not exceeding the maximum spacing rules. 16.3.3.5.6 Where distances between transverse flues exceed the maximum allowable distances, sprinklers shall be installed at the intersection of the transverse and longitudinal flues, and additional sprinklers shall be installed between transverse flues to meet the maximum distance rules. 16.3.3.5.7 Where no transverse flues exist, in-rack sprinklers shall not exceed the maximum spacing rules. 16.3.3.5.8 In-rack sprinklers shall be a minimum of 3 in. (76 mm) radially front the side of the rack uprights. 16.3.3.5.9 Face sprinklers in such racks shall be located within the rack a minimum of 3 in. (76 mm) from rack up- rights and no more than 18 in. (460 mm) from the aisle face of storage. 16.3.4 Special Design for Rack Storage of Class I Through Class IV Commodities Stored Over 25 ft (7.6 m) in Height. 16.3.4.1 Where high-expansion foam systems are used for storage over 25 ft (7.6 m) high up to and including 35 ft (ii m) high, they shall be used in combination with ceiling sprinklers. 16.3.4.2 The maximum submergence time for the high- expansion foam shall be 5 minutesfor Class I, Class II, or Class Ill commodities and 4 minutes for Class IV commodities. 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 rub- ber commodities stored in racks. The requirements of Chap- 2016 Edition ter 12 shall apply unless modified by this chapter. (See Sec- tion C. 9.) 17.1.1.1 This chapter also shall be used to determine protec- tion for commodities that are not entirely Group A plastics 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 Group A plastic commodities shall be applicable where aisles are 3.5 ft (1.1 m) or greater in width. 17.1.2.3 Storage with aisles less than 3.5 ft (1.1 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 III commodities. 17.1.2.6 Sprinkler protection criteria for the storage of Group A plastic commodities on racks shall be in accordance with Section 17.2 for storage up to 25 ft (7.6 m) and Sec- tion 17.3 for storage over 25 ft (7.6 m). 17.1.2.7* Protection criteria for Group A plastics shall be per- mitted for the protection of the same storage height and con- figuration of Class 1,11,111, and lv commodities. 17.1.2.8* The ceiling design criteria for single-, double-, and multiple-row racks in Chapter 17 shall be based on open rack configurations as defined in 3.9.3.7.4. - 11 I ..! ) Allernative I'll) (c I IJOIl Fl pi II 1] ,-)11 711 F F (F I 1(11(1 II I l I , (I F I I ii 11 i hji P nFl 1 y 1 i H Ill F pit n r 11,111 In 1 in] F P ii n 1 u) (F Ill h 1 -11 F I iii ith H' F . (114 111 I P Il III] I 1111 1 111111 thu IlIlillIl IF F iiiiFn (lilt II pIiIJ1FII Hill ih 1FF ni hIFFp}l\ - Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement,for individual use and download on November 14, 2015 to KLAUSBRIJCKNER AND ASSOCIATES for designated user ELLEY KLAIJSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. PROTECTION OF RACK STORAGE OF PISee Section 4.1.4 & 13-201 I barrier V F \ I ( liiI I (11 I U-i II I in d1 1 I 2 11 it ()I i I .1 1 I ,i I 1 i -i (ni ii ii 1 in id It Ilin hi Inhi -i I- Id 2 In i Il 1 I li(ii n I I ii . I 1 11, 111111 Ii i p ii nIII, I i 7lii i Icl li(w f1coll iii \ .1 11.1 17.1.2.11.2 ( .i iii idini 01 ,11 (,ill ii ii li-I (1 I In ci liii ' / lift1 iiiil Ii In hi.il! lii Iuh Ill uLIcu1 1 liiii d 11 lift iII ni iid hp iiii iii nil Ii iii ciii i Ili, i Iii II if I Iii i (11 ipp il n [)I( 't 1121 (1 1,%: 17.1.21). 17.1'.2.9.3 IIOI17I IT H1t4I Bdlcr. liii 1/il h nnil , iii r .1iii hi iI .1 ,ilici I 11 UI I Fl Iiii hn1 i il I hi Ii iii IIII1 liii .171 I. I cI il hi I i ii 11111 p 2 ni I Ti -.i iiii I h1 Iii r 17. 1.2 .Y.3.1 \\ lii ii- II c (Ii dii iii I Ui I - iii 11111 n-li nn - 121ll (ii- in nil1iil .11 \iiiluil III nini nil nil C\ift'ilni 1211 lii un. 17.1.2.q. 22 Thc h,irii-r 'I1Ll pin liiiil/iinljll\ ni 111,1) ii] p ii 'U Uli Inn din nil 1 1 ii If IA i-i i-il 17.1 .2.11.3.3 \ iu rxiiijuiii ill (71', iii iii U Ii 11,11 lull ii - 17.1.221. 1.4 I h '.Lid I, inn I hall him- A hiini,)II ii ill liii II idnn ,i rub Iii-uinmili ihiui P iii ii I. pnnili i hull lii iii - ii] -2 i-. 1(d1( n ii Ii - I I i dl (i - i uiri ii II id ii) uuuruiiu null 2 111 ())7ii11mi (icc iiiciI iii ni iii ulilinflul U iii. II) mlii B I 11C U. u-u-n -21.1(1 i\ Ii I to I 11111 i - I I, k n Ill I Iil I Il /1 L" ii! rl I ii i iii I in 1111 liii Ii ii ii I III 1111111 ii ii liii) Ii In '.1 1 i 11 1 1 I 1,1' Ui1 I lii i ii 1 U ii Iii 111111 Ii Iii ii t iii I ilIi ii I Ilic I Ii ill i u 11 ,ill I (liii d Ui i'll1 liii Iii , mill ii iii' -i III 11 I - Ii I mlii nihi I ni in -i ii iii p1111 111 111.11 1. iii Ii I i ii - ill - .i n n1iiiii siiluu'.ilii,IlIui-i,uIF,111iu11 ii 1ii1ii ili pA. 17.1.2.9.1 1n-Rmd Spririklurn. \lnhiinhliil I. 1) 2 IL1 11111 T(JiiFli -pumuilli 'ii dunp Iiii( ii liii ii L Ii ill lic ilii.IIIi I ci III - Ii Ti U rim. ii lii u-i ft I I Iii Ii hliiiii i I i In - 1JUl11 12 i h ill hi I ii nil i mu Ii Tin ii iii lii Idi - i 'I Iii- lii iii iii il U i Till I liii F liii - 17.1.2.9.4.1 Single-Row Racks. - 1 For single-row racks, sprinklers shall be installed at each rack upright and at each rack mid-bay as shown,in Figure 17.1.2.9.4.1(A). The maximum linear spacing between sprinklersshall not exceed 5 ft (1.5 m). . 1 .1 .2.I. 1.2 Doublc-1 Rack-I - I III iii nbdi I iii Iii 1- spi nI-li-mu 'hill lu in i.ilh 2 II(.i Ii u kuipiIiI 1ILIIIJII lii Iiin7innhni1 illii u1i.ui i- ninl ii hi Li c iii dii iii huh 111111 iiinl I iI.0 u-il-li Ili, I h IL Ii luiii II F 1I-i- IT I 2'I-1 2(-\I - III jlii IIiW\ilillllll 11111 ii liii ill' hi-u-in 1H 1111 li-iu ii,dl ill ii l \i I il Ii I I 2 1I I I 11 II I F Ini I III I ,iuuil 1(1 Ii I 1)) rui I 111111111 iii i I ii II 1111111 II Iliji i_li 17.1.2.9.4.3 Multiple-Row Racks. -- (A) For multiple-row racks, an alternating sprinkler arrange- ment shall be installed within adjacent transverse-flue spaces, as shown in Figure 17.1.2.9.4.3(A), with sprinklers.at the face of each flue space. Attachment #6A for storage above the horizontal barrier. Plan View 3 in. (75 mm) max gap at rack upright __________/ _ 1 T 12ft(37m) - max lxx I 12 ft (3 7 m) max Elevaon View - FIGURE '17.1.2.9.4.1(A) Alternative Protection Single-Row Racks. (B) liii lfli\lliilllfi Ill fir iii Ill- III .ifi1I 2i1 Illkh1 II nil i ii Ii 111 -1 ii cnn- ll is iu,ill - ii i i - I - I 1 2 iii iii -.1 ill nil I \I i-id III Ii 12 fill l,il'i n ujninhl-i II mlui- Ui 17.1.2.9.2 TIll hi-nc il in i ll 1-,](L ujiuluJJ( r LIII Iii -il iii .1 iii flU ill ii Ii in ii CO 7pni II() I in in I i ill I ll,- Inft liIli'I, i\ 11 11Pm.. (ii .1112 nil miii- il lhi 1111, I - k-ighl J, Ii Iii ii h I II bin i in .ini I I7.l.2.9.h I Iii in iii) .jif ill Iii iIllU iid -hill Il-il Ii 1(11111 I ii 1 ( - Ti Ii 111)11 ilk Iii 1111 -d III) 1 hn i i Ih n- Ini i I (111111 lift F- .11 I7.1.2.927 ( iliu Sprinkler System. 1111- Ii llirl7li,i I -.prill Il i %")I( UI (liii lii fit II I ii I Ii n' -d I II Ill( Ill ' F i i i ii filch, i In 115/ liii 110.1 I Ui/i i-il Id I n i I ihi a lii cU€l I (fliT (iu- 17 i 17.1.3 Movable Racks. Rack storage in movable racks shall be - protected in the same manner as multiple-row racks. 17.1.4 Fire Protection-of Steel Columns — Columns Within Storage Racks. See Section C.10. - 17.1.4.1* Where fireproofing of building columns is not pro- vided and storage heights are in excess of 15 ft (4.6 m), pro- tection of building columns located wholly or partially within the rack footprint inclusive of flue space or within 12 in. (305 mm) of the footprint shall be protected in accordance With one of the following: I I I I I I I 1 I I I I I I I I 2016 Edition I I I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. 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. 13-202 INSTALLATION OF SPRINKLER SYSTEMS I I I I I I I 1 1 I I I I I I I I r .jx Hc ni barr:' \ 1 5Hrn rr. H H L I - - 9 in 9 KqiD at riC U I q I f 3 7 rn F F1 _ 77-777 El 1jr Vn'. -- - a -- - ------------- -- FJ (51 RI 17.1-.2-.19.4.2(A) -\hklr!alI r- Prr>te Iron Dorhlr- (OA In-rack sprinklers Sidewall sprinklers at the 15 ft (4.6 m) elevation, pointed toward one side of the steel column Provision of ceiling sprinkler density for a minimum of 2000 f0 (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) Provision of CMSA or ESFR ceiling sprinkler protection 17.1.4.2 Where storage heights are in excess of 15 ft (4.6 m) and vertical rack members support the building structure, the vertical rack members shall be protected in accordance with one of the options in 17.1.4.1. 17.1.4.3 The flow from a column sprinkler(s) shall be permit- ted to be omitted from the sprinkler system hydraulic calcula- tions. 17.1.5 Solid Shelving. 17.1.5.1 Where solid shelving in single-, double-, and multiple- row racks exceeds 20 ft2 (1.9 m2) but does not exceed 64 f0 (5.9 m2) in area, sprinklers shall not be required below every shelf, but shall be installed at the ceiling and below shelves at intermediate levels not more than 6 ft (1.8 m) apart vertically (See Section CII.) 2016 Edition 5ff (1.5 m) F— max _I 1- Horizontal barrier HLLH X Plan View /3 Lin mm) max gap at rack upright 0 0 0 0 OT 12 ft (3.7 m) max U_ 12 It (3.7 m) 1-1 _________ I ______ max .11.. L Elevation View FIGURE 17.1.2.9.4.3(A) Alternative Protection Multiple-Row Racks. Table 17.1.4.1 Ceiling Sprinkler Densities for Protection of Steel Building Columns Aisle Width 4ft(1.2in) 1 8ft(2.4in) Commodity Classification gpm/ft2 (L/min)/m2 gpm/ft2 I (L/min)/m2 Group A 0.68 27.7 0.57 23.2. plastics ATTACHMENT #6A-2 AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS CAROUSEL STORAGE AREA #1B (WAREHOUSE) CEILING HEIGHT: 33'- 10" TOWER HEIGHT: 24'- 0" FM GLOBAL DS 8-33 (2004) 1 I,.., I I. I - I .Carousel Storage and Retrieval Systems 8-33 FM Global Property Loss Prevention Data Sheets Page 7 I 2.4 Protection Use Table 1 as a guide in determining appropriate sprinkler protection. . I 2 4:1 Cr ieng Sprinkler Protection 4- 1 1 Install Lung ponkler protection in icr ( rdnnc c c ith TLie 2 quidr iincs libie 2 guideIinc onlici p ite in r c kpnnkier protection instilled in mi rd mnne with ToLte - ------- :.._. I . Exception: For Horizontal Carousel Storage up to 8 ft (2.4 m) high with a maximum building height of 25 ft (7.6 m), ceiling sprinkler protection can be installed in accordance with Table 5 without the installation of in-rack sprinklers (see Section 2.4.8, Horizontal Carousel Storage). . Table 1. Decision Table for Determining Sprinkler Protection for Carousel Rack Storage Occupancies . I I F IF THEN 1 Ce: ii5.0 u.e Open Tb~p cornbubie Co (li in 11 rrñkl4 for nPiil 'rJphpr4tTnn TT-7'j Or (1 Coil rn ercordencc miii: Seceoc 2 4 2, in-Rrk Carousels use Close Top Combustible Containers in wire Sprinkler kr :iec tLOii mesh shelves Or r And Storage approximates solid shelves with exposed Combustible Bottoms Ii tjli Cr iiiniq 3k rmkPei Protr lion in ccor lance V"[0): Or . . . Sectioni 2 4.1 Cihng Sprinkler Protechnbn. Height of storage and the classification of commodity would justify in-rack protection per Data Sheet 8-9. Carousel rack arrangements that are not included in those Protect in accordance with Data Sheet 8-9. outlined in 1. above. Carousels use Noncombustible Containers - Protect in accordance with Data Sheet 8-34, Table 1 Note: in-rack sprinklers may be omitted as noted in Table 5. . Table 2. Ceiling Sprinkler Protection for Carousel Rack Storage (NOTE 1) NOTE 1: Table 2 guidelines are based on a maximum storage height of 5 ft (1.5 m) above the uppermost level of in-rack sprinklers. Where storage height above the uppermost level of in-racks exceeds 5 ft (1.5 m), install an additional level of in-rack sprinklers. NOTE 2: Carousels can be evaluated as either single, double or multiple row racks depending on the overall depth defined by 3-1h ft (1.1 m) • aisles between individual carousels. See Appendix A, Glossary of Terms. 2 1_,_2 -Prc,~JK 2Pr2de Ti ijiT?leCFanCOS5f c Ii 0 9 ml bWn rig okfr df! t&n d -17p of caiouC r cu k olorje -. ------------- ...- -------- -- ...--.,. - . .-, 2.4.1.3 Where sprinkler clearance above the carousels exceeds 20 ft (6.1 m), place a noncombustible hori- zontal suspended ceiling 3 to 10 ft (0.9 to 3 m) above and continuously across the carousels, with .sprin- . . .• - klerslocated below. - 1. Ceiling sprinkler protection below the suspended ceiling should be in accordance with Table 2. Extend the horizontal suspended ceiling at least 2 ft (0.6 m) beyond the last row of sprinklers in all directions. - .. ©2004 Factory Mutual Insurance. Company. All rights reserved. - . 8-33 Carousel Storage and Retrieval Systems Page 8 FM Global Property Loss Prevention Data Sheets - -I- Top level should start o o TI ft (305 mm) from end I ci carousel o Staggered Sprinkler Arrangement o 0 X x o 0 Plan View Ceiling or Roof x )i X X X Ceiling Sprinkler Limit Storage to 5 ft Protection in (1.5 m) or Less Above Accordance Uppermost Level of In-Rack with Table 2 - 0 0 Sprinklers In-Rack Vertical Spacing in - x x Accordance with Table 3 Floor Elevation View Fig. 2. In-rack sprinkler arrangements. 2. Roof level sprinklers above the suspended ceiling should provide a density of at least 0.15 gal/mm/ft2 (6 mm/mm) over 2,000 ft2 (186 m2) for Class 1 Commodities, and 0.2 gal/mm/ft2 (8 mm/mm) over the most remote 2,000 ft2 (186 m2) demand area for Class 2, 3, 4 and plastic commodities, or as dictated by the sur- rounding occupancy. The demand for the roof level sprinklers need not be added to that for sprinklers below the suspended ceiling. SrAIerPciop 421lhll rdtEi iTh 14içfT tudinaI flue tinner flue spar,,_, in the c ntc r of the carousel (see Fig Why r€ the inner flue in nheathc d i recomniend,itinrls inder Section ° Sheathed Flue Space,,. - -.------ - j'-. -.-..-- -..- .., . . 1. Where in-rack sprinklers are on 7 to 8 ft (2.1 to 2.4 m) maximum horizontal spacings, and multiple levels of in-racks are installed, sprinkler spacing should be on an approximate 4 ft (1.2 m) staggered arrange- ment between levels (see Fig. 2). ........................................................ --- 2 Limit tur ige hctgt ii ib ve th uppeimnattl el of in reck to a ninximum of F 5 ni))ee Fig ) Where lor age height above LII I must level of, in rack exceed S P (1 5 in) install an additic ii I level ol in rack sprinklers. 3 Balance ceiling and in rack sprinklcr domands at the point of cenneHicn 4 Refer to Data Sheet 8-9 for general in rack installation recommendations not outlined in Table a ( g vatvinq alarms, etc U Appioc ed F ink Fbi aqr spi ir8 Icr ) 2004 Factory Mutual Insurance Company. All rights reserved. I Carousel Storage and Retrieval Systems 8-33 I . FM Global Property Loss Prevention Data Sheets I Table 3 In Rack Sprinkler Protection for Carousel Rack Storage (NOTE 1) Page 9 In Rack Sprinkler Demand No of Sprinklers Minimum Flow per Sprinkler 177 F #11- GroupedAs Container Type Commodity pru7iier p?L I7L[ ,er or( Lind Double Row or Single Row Racks Multiple Row Racks (1171 Tinpemvie [NOTE 2] [NOTE 2] One Level Installed: 6 sprinklers, each flowing 22 gpm (84 I/mm ) minimum. 10 sprinklers, each flowing 22 gpm (84 More than One Level I/mm) minimum. Installed: Class 1-3 5 per line on remote 10 sprinklers each two lines for one or flowing 22 gpm (84 more levels installed I/mm) minimum • 5 sprinklers per line on remote two lines One Level Installed 8 sprinklers each flowing 22 gpm (84 I/mm) minimum 14 sprinklers, each 1 1 h 1 or In More than One Level ()400 (0 flowing 22 gpm (84 1 ci fl (([7 (ht ] Installed I/mm) minimum Fi ui 0 Class 4 1 (1 F 14 sprinklers each 7 per line on remote (74'C flowing 22 gpm (84 two lines for one or HOflZD[1tal - I/mm) minimum more levels installed [[3 7 per line on remote 7 7 ( 4 711) two lines. I17 Lc1 11tfI P 4001(1 r coch lb 1773 )O pm (111 14 sprinklers each b{ro xirmced I mm) i1Lrl3ifl7 flowing 30 gpm (114 More Than One Level ;Ind S I/mm) minimum Installed: 14 sprinklers, FIct each flowing 30 gpm 7 per line on remote (114 1/mm) minimum. two lines for one or 7 per line on remote more levels installed two lines In-rack Spacing the - - • same as for Open Top Containers. Or ½ or 17/32 in. Closed Top Combustible Class 1, Unexpanded In-Rack Demand the same as for Maximuri Vertical - None (15 or 20 mm) Containers Plastics Open To Plastic Containers p p Spacing: 165°F 10 ft (3 m) (74°C) with Maximum. • - Horizontal - Spacing: ________ ________ • 4ft(1.2m) I ,NOTE 1: Limit storage height above the uppermost level of in-racks to a maximum of 5 ft (1.5 m) - see Figure 2. Where storage height above uppermost level of in-racks exceeds 5 ft (1.5 m), install an additional -level of in-rack sprinklers. - NOTE 2: Carousels can be evaluated as either single, double or multiple row racks depending on the overall depth defined by 3-1h ft (1.1 m) aisles between individual carousels. See Appendix A, Glossary of Terms. I ..-..-. -:• --.- . -, -.,. I ©2004 Factory Mutual Insurance Company. All rights reserved. - 8-33 Carousel Storage and Retrieval Systems Page 12 FM Global Property Loss Prevention Data Sheets. ecal pr nk'IerLocatio ) ~ Bee torage at the lop of the r rouseJbfniets cr lkler di li efr nq tH' flue spare provide an ]ddilional row of drinklera below the carousel apogee in order to achieve rove rage within the sp~ice eu Fig Section 11 2) Base the water deni md on that vdiich ould he provided for iin-rack prinkir is This ro v of Sprinklers Carl be considered a level of in rack sprinklers if it is installed in accordance with Table 3 2.4.10 "Up and Over" Carousels "Up and over" carousels are special built-in-place units. A particular design may require speëial treatment. However, in addition to recommendations outlined under Section 2.1, Introduction, the recommendations in the following sections would apply. 2.4.10.1 Special Sprinkler Location At least one level of sprinklers should be located in the vertical section at the highest point possible while remaining below the travel plane of the upper horizontal section (see Fig. 7, Section 3.1.3). 2.4.10.2 In-Rack Sprinklers (Vertical Portion) The need for additional levels of protection in the vertical portion should be treated as described in Section 2.3.1, Special Sprinkler Location for Vertical Carousels. 2.4.10.3 In-Rack Sprinklers (Horizontal Portion) The horizontal portion of the carousel should be treated as a multiple row rack configuration, and protected in accordance with Data Sheet 8-9. 2.4.10.4 Protection from and for Other Combustibles The underside of the horizontal section should be sheathed with a noncombustible material, supported in such a manner that it will remain in place if wet. Install sprinklers below the sheathing using a design and water demand based upon the occupancy below. 2.4.10.5 Smoke Detectors Where recommended, locate smoke detectors so that at least one line is located at the top of the vertical section. 3.0 SUPPORT FOR RECOMMENDATIONS 3.1 General Carousel storage and retrieval systems are factory-built, motorized storage systems that revolve around a fixed base. In most cases the path of revolution has two long, parallel sides connected by round,short radius ends. They use fixed tracks with the motor mounted either on the top or the bottom (see Fig. 3). Although most carousels revolve in a horizontal plane, they also may be vertical, or a combination of both. Products stored in thecarousel are brought to a stationary picking station using manual or computer control. Computers are commonly used to simultaneously maintain inventory records and conduct ordering. Typi- cally, the commodities are small parts/products used in assembly and picking operations. Electronic equipment in various stages of assembly is often handled in carousel racks. In these casesthe storage-is an assembly line, with the carousel racks moving the equipment from one work station to the next. Also, electric power may be provided to individual carousel shelves to allow in-place testing or aging of elec- tric products. ©2004 Factory Mutual Insurance Company. All rights reserved. I I I I I I I I I 1 I I 1 I I I I I 8-33 Carousel Storage and Retrieval Systems Page 16 FM Global Property Loss Prevention Data Sheets Plan View 3 to 5 ft (0.9 to 1.5 m) Optional Sheathing Sprinkler Location 4 in. to 12 in. —T (100 (100 to 300 mm) or More Levels L___ of Sprinklers (o o Picking o9 Window co IT , Side Elevation Carousels usually are arranged in a manner that is contrary to a fundamental rule of fire protection: the-sepa- ration of manufacturing and storage. Since their 'reason for being" is to increase assembly or manufactur- ing efficiency, carousels are an integral part of assembly and manufacturing areas. Although this condition often cannot be changed, it can be treated as an unfavorable condition warranting close adherence to such storage area practices as strict smoking control and supervision of any ignition source. Because the carousels area vital or even indispensable part of the assembly process, loss of a carousel may represent a much higher business interruption potential than would loss of a conventional storage rack. Providing 'make-up" material from another location generally would have a minor benefit at best, since it is the automated accessibility that is vital. Therefore, protecting the controls and the computer are as nec- essary as protecting the carousel. 3.1.5 High Value Storage When using carousels, valuable storage can be concentrated into such compact areas that normal sprinkler control will not prevent a large monetary loss. In most cases, fire damage will involve both sides of one carousel (if in-rack sprinklers are in the aisle space) or one side of two adjacent carousels (if in-rack sprinklers are in the inner flues). Fire damage may be limited to a single side by installing sprinklers in the inner flue, and separating adjacent carousels with a partition or clear space (see Section 2.3.2, Separation and Compartmentation). However, in some cases, value is such that even separation and compartmentation will not provide an accept- able level of protection. In these cases contact the nearest FM Global office. ©2004 Factory Mutual Insurance Company. All rights reserved. ATTACHMENT #6C AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS RACK STORAGE AREA #3 (RECEIVING) CEILING HEIGHT 33'- 10" STORAGE HEIGHT: 22'- 0" Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14,2015 to KLAUSBRUCXNER AND ASSOCIATES for designated user ELLEY KLAIJSBRIJCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. PROTECTION OF RACK STORAGE OF PLASTIC AND RUBBER COMMODITIES. 13-215 Table 17.2.3.1 ESFR Protection of Rack Storage of Group A Plastic Commodities Stored Up to . and Including 25 ft (7.6 m) in Height Maximum . Storage Maximum Storage Height 'Ceiling/Roof Height Nominal . '. Minimum Operating Pressure Sprinkler - . . Arrangement Commodity ft In ft m K-Factor Orientation psi bar Requirements 20 6.1 - - 14.0 (200) Upright/ pendent 50 3.4 . No 7.6 16.8 (240) - 25 ; Upright! pendent 35 2.4 No 224 (320) Pendent 25 1 7 No 252 Pendent (360) 15 1.0 No 140'Uptight/ 50 3.4 No (200) pendent 168 Upright/ 35 24 No - 30 9.1 (240) pendent 22.4 - Pendent 25 1.7 No (320) 25.2 Pendent 15 1.0 No (360) . 140 Upright! 75 52 No (200) pendent 16.8 Upright! 52 3.6 No 35 11, (240) pendent 22.4 Pendent 35 2.4 No (320) 25.2 Pendent 20 1.4 No (360) 16.8 Pendent 52 3.6 No (240) 22.4 (320) Pendent 40 2.7 . No . 40 12 • 252 Pendent 25 1.7 No (360) 140 Pendent 90 62 Yes (200) 168 Pendent 63 43 Yes • - (240) . 45 14 22.4 (320) Pendent 40 . 2.7 . No 25.2 Pendent 40 2.7 No - (360) 140 (200) Upright! 50 pendent 34 No 168 Upright! 35 2.4 No 30 -9.1 (240) - pendent - 22.4 . (320) - Pendent 25 1.7 . No - 25.2 Pendent - 15 1.0 No '(360) Copyright 2015 National Fire Protection Association(NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAIJSBRIJCKNER AND ASSOCIATES for designated user ELLEY KLAIJSBRIJCKNER. 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. 13-216 INSTALLATION OF SPRINKLER SYSTEMS Table 17.2.3.1 Continued Maximum Storage Maximum Storage Height Ceiling/Roof Height Nominal Minimum Operating Pressure In-Rack Sprinkler . Arrangement Commodity ft m . .. ft m K-Factor Orientation psi bar Requirements tu 4 jj 14.0 Upright/ 60 4.1 No 32 10 (200) pendent 16.8 Upright,' 42 . 2.9 No (240) pendent 1 140 Upright! 75 52 No (200) pendent 16.8 Upright! 52 3.6 No (240) pendent 224 Pendent 35 24 No (320) ii 1 1 N 4 16.8 52 3.6 Pendent No (240) 22.4 Pendent (320) 40 2.7 No 40 12 25.2 Pendent 25 1.7 No (360) 14.0 Pendent 90 6.2 Yes (200) 16.8 Pendent 63 4.3 Yes (240) 45 14 22.4 Pendent 40 2.7 No (320) 25.2 Pendent 40 2.7 No (360) Exposed unexpanded 25 7.6 14.0 Pendent (200) 50 3.4 No . 20 6.1 16.8 Pendent 35 2.4 No (240) 14.0 Pendent 50 3.4 No (200) 30 9.1 16.8 Pendent 35 2.4 No (240) 14.0 Pendent 75 5.2 No (200) 35 11 16.8 Pendent 52 3.6 No (240) 40 12 16.8 Pendent 52 3.6 No (240) 14.0 Pendent 90 6.2 Yes (200) 45 14 16.8 Pendent 63 4.3 Yes (240) 2016 Edition I I I I i ATTACHMENT #6C FLOOR PALLETIZED STORAGE AREA (RECEIVING) CEILING HEIGHT: 33' - 10" STORAGE HEIGHT: 22'- 0" I I I I I I I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreementjorindividual use and download on November 14, 2015 to KLAUSBRIJCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. 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. 13-164 INSTALLATION OF SPRINKLER SYSTEMS Table 15.2.2.5(b) Design Densities for Palletized, Solid-Piled, Bin Box, or Shelf Storage of Group A Plastic Commodities (S.I. Units) Maximum Storage Density (mm/mm) Height Roof/Ceiling Height (m) (m) A B C D E Up to 4.6 " ".'8.1 EH2 '12.2 EH1 EH2 >1.5 to :!~3.6 >46 to 6.1' 12.2 24.4 20.4 EH2 EH2 >6.1 to 9.7 "J&3 32.6 24.4 18.3 28.5 Up to 6.1 . 12.2 24.4 20.4 16.3 18.3 4.6 >6.1 to 7.6 .. 16.3 32.6 24.4 18.3 28.5 >7.6 to 11 ': 18.3 36.7 28.5 22.4 34.6 Up to 7.6 " '16.3 32.6 24.4 18.3 ' 28.5 6.1 >7.6 to 9.1 ' 18.3 36.7 28.5 22.4 34.6 >9.1 to 11 ''.24,4 48.9 34.6 28.5 , 44.8 7.6 Up to 9.1 18.3 36.7 28.5 22.4 34.6 >9.1 to 11 24.4 48.9 34.6 28.5 44.8 Notes: (1) Minimum clearance between sprinkler deflector and top of storage shall be maintained as required. (2) Column designations correspond to the configuration of plastics storage as follows: (1) Nonexpanded, unstable (2) Nonexpanded, stable, solid unit load Expanded, exposed, stable (1) Expanded, exposed, unstable (2) Nonexpanded, stable, cartoned Expanded, cartoned, unstable (1) Expanded, cartoned, stable (2) Nonexpanded, stable, exposed (3) EH = Density required by Figure 13.2.1 for Curve EH EH2 = Density required by Figure 13.2.1 for Curve EH2 (4) Roof/ceiling height >35 ft is not permitted. 15.2.2.8.1 Densities shall be based on the 2500 ft2 (232,m2) design area. 15.2.2.8.2 Interpolation of ceiling/roof heights shall not be permitted. - 15.2.2.9 For storage of Group A plastics between 5 ft (1.5 m) and 12 ft (3.7 m) in height, the installation requirements for extra hazard systems shall apply. 15.3 CMSA Sprinklers for Palletized or Solid-Piled.Stoi age of Group A Plastic Commodities. 153.1 Protection of palletized and solid-piled storage of'un- expanded and expanded Group A plastic commodities shall be in accordance with Table 15.3.1. 15.3.2 Protection shall be provided as specified in Table 15.3.1 or appropriate NFPA standards in terms of minimum operating pressure and the number of sprinklers to be in- cluded in the design area. 15.3.3 Open Wood Joist Construction 15.3.3.1 Where CMSA sprinklers are installed, under open wood joist construction, their minimum operating pressure shall be 50 psi (3.4 bar) for a K-11.2 (160) sprinkler ot 22 psi (1.5 bar) for a K-16.8 (240) sprinkler. 15.3.3.2 Where each joist channel of open wood joist.con- struction is fully firestopped to its full depth.at intervals not exceeding 20 ft (6.1 m), the lower pressures specified in.Table 15.3.1 shall be permitted to be used. 15.3.4 Preaction Systems. For the purpose of using Table 15.3.1, preacuon systems shall be classified as dry pipe systems. 15.3.5 Building steel shall not require special protection where Table 15.3.1 is applied as appropriate for the storage configuration. 1 ".4 Earls Suppn-'.sioii l'rs-R spone E'F'R) Sjiitikkr 1,rir P ll li/id fl solid-Piled Slf)ra ,e of ( r >111) ' 1 1 sIlk C mi nidjin ', 15 I I I ii i I HI I I cd ill I IT ,I IT I,1 II j ii 1 ii I i n \J) (iIi\IiiIi I li.tn IiiI1I ii liii Ii liii 15.4.2 ESFR sprinkler systems shall be designed such that the minimum operating pressure is not less than that indicated in Table 15.4.1 for type of storage, commodity, storage height, and building height involved. II 43 i ii sri i Ii ill ii i ii ii I is Ii iii II I in n Iii i r i I niil,}, i Ii I liii I iii 5] I I i is ii I I In. 1 ii ih mu 15.4.4 Special Design for Palletized, Solid-Piled, Bin Box, or Shelf Storage of Group A Plastic Commodities. (Reserved) I I I I I I I 2016 Edition Li I I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14,201510 KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY' KLAIJSBRUCKNER. 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. 13-166. INSTALLATION OF SPRINKLER SYSTEMS , .. I T,djle 154.1 IiSFR Proit'ctioit of I'dlloil,ecI and Solid-Pili-'-d Storatre 1)1 (roup -\ l'l,ik (.onunoditit An .wgrnent ( miiiidit Maximum Storage Height Maximum Ceiling/Roof Height Nominal K-Factor Orientation Minimum Operating Pressure ft m ft m psi bar J(lJiIJ i,iv1aiiId 20 •. • • • 6.1 ' - 25 . 7.6 14.0 (200) ' Upright/ pendent 50 3.4 16.8 (240) Upright/ pendent 35 - - 2.4 22.4 (320) Pendent - 25 1.7 25.2 (360) Pendent 15 1.0 30 . . . 9 1 ' 14.0 (200), Upright! pendent 50 3.4 16.8 (240) - . Upright! peñdent 35 , - 2.4 22.4 (320) Pendent 25 1.7 25.2 (360) Pendent 15 1.0 35, ,, • - . - - ' . 14.0 (200) Upright!. pendent 75 5.2 16.8 (240) Upright! pendent ' 52 3.6 22.4 (320) Pendent 35 2.4 25.2 (360) Pendent 20 1.4 40 ' 12 . , 16.8 (240) Pendent 52 3.6 .22.4 (320) Pendent, 40 2.7 25.2 (360) Pendent 25 1.7 45 14 22.4 (320) Pendent 40 2.7 25.2 (360) Pendent 40 2.7 30 9.1 .14.0 (200) Upright! pendent 50 3.4 16.8 (240) Upright! pendent 35 2.4 * 22.4 (320) Pendent • 25 1.7 25.2 (360) Pendent 15 1.0 32 10 14.0 (200) , Upright/ pendent 60 4.1 _____________ 16.8 (240) Upright/ pendent 42 , 2.9 • 14.0 (200) Upright or. pendent 75 - 5.2 16.8 (240) Upright/ . pendent 52 '. 3.6 22.4 (320) Pendent - 35 2.4 H F 1 i 40 12 16.8(240) Perident 52 3.6 22.4 (320) Pendent 40 2.7 25.2 (360) Pendent 25 1.7 45 ' 14 22.4 (320) Pendent 40 2.7 25.2 (360) • Pendent 40 •• 2.7 - I I ATTACHMENT #7 I ADDITIONAL PROTECTION REQUIREMENTS I I 1 I I I I I I I, I: Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRLJCKNER AND ASSOCIATES for designated user ELLEY KLAI.JSBRUCKNER. 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.n GENERAL REQUIREMENTS FOR STORAGE 13-147 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. 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: The maximum fan diameter shall be 24 ft (7.3 m). The HVLS fan shall be centered approximately between four adjacent sprinklers. The vertical clearance from the HVLS fan to sprinkler deflector shall be a minimum of 3 ft (900 mm). All HVLS fans shall be interlocked to shut down immedi- ately upon receiving a waterfiow signal from the alarm system in accordance with the requirements of NFPA 72. 12.2* Hose Connections. 12.2.1 Small hose connections [1112 in. (38 mm)] shall be provided where required by the authority having jurisdiction in accordance with 8.17.5 for first-aid fire-fighting and over- haul o erations. ired for the EXTENT OF PROTECTION stored 12 ft LiJ1J (fl( I I I I I II I I Id p 1( II I di I I I ii a iiIwlI In L, '11c 11111 J hliI III il d h\ IdI wl I I 111 1 I. I IIII,, 11 11 )III "t I I I I I II 111111 IIl_ IiI1I1lI I III 11111 1 1111 III1 I I iii III fl on Ii III 1 Ii lii II n I 1 11 n 1 iin i III i \ I IT It I fl 1) Il ] I 11 IflI I I In ii iii n I1 I - I h I 1 I 1 1 i It 4111 II IJIlI III I iti 1111111 c 11111111 I II 11111 1 II n ill dl Ill I Ii ii I II II] I I 2 11 U 11 III It III) I I h 1! id i H ii u I I I H I I 1 di 1 Ii 1 - H Ii I n I I h IflLi1 Ii Ifl 111 1111 1 III Il-I 11 I III lilt I I 11 1 1 j iii Iii II I It I 1 I Ii 1 Ill liii 11 (lilIlIllIllI (1111111 11111 III II]IJIII 11111 I ttl II) IfiflI III 1 11111 11111111 lIlt I nh1i HI (iIfln111111 III il l II I Iii (I II I Ill I I I I II II II I I fi It II Ill I I I ii 11 1 III II I II 1 III 1 lIlt II III U ill 2 fl 0100 111111 il Ill I H 1 1 I III It I / IrIl III I It 12.4* Wet Pipe Systems. 12.4.1 Sprinkler systems shall be wet pipe systems. 12.4.2I 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.. 12.5 Dry Pipe and Preaction Systems. For dry pipe systems and preaction systems, the area of sprinkler operation shall be increased by 30 percent without revising the density. 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.2 gpm/fttt (8.1 mm/mm) or less, standard-response sprinklers with .a KfactorofKl5.6 (80) or larger shall be permitted. 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 0.2 gpm/ft2 to 0.34 gpm/fttt (8.1 mm/min to 13.9 mm/mm), 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/fttt (13.9 mm/mm), 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. 12.6.5 Where applying the requirements of 'Figure 17.2.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the design criteria of 0.6 gpm/fttt per 2000 ft2 (24.4 mm/min per 186 mtt) to existing storage applications, the requirements of 12.6.3 shall apply. 12.6.6 The 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, Group A 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 or Chapter 14 through Chapter 20 shall be permit- ted to protect any of the following: Light hazard occupancies . . Ordinary hazard occupancies Any storage arrangement in Chapter. 13 referencing - OH1, 0112, EH1, and EH2 design criteria 12.6.7.2 Quick-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 , shall be permitted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies - Any storage arrangement in Chapter 13 referencing -OH1, 0112, EH1, and EH2 design criteria 12.6.7.3 Standard-reponse CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chap- ter 20 shall be permitted to protect any of the following: Ordinary hazard occupancies , - - Any storage arrangement in Chapter 13 referencing OH1, 0112, EH1, and EH2 design criteria 12.6.8 The design figures indicate water demands for ordinary- temperature-rated and nominal hightemperature-ratcd sprin- klers at the ceiling. 2016 Edition I 1'.. I. I I Li I I I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individualuse and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@ntpa.org. 13-54 INSTALLATION OF SPRINKLER SYSTEMS 8.5.4.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the deflec- tor distance shall be measured from the bottom of the insula- tion and shall be in accordance with 8.5.4.1.3.1 or18.5.4.1.3.2. 8.5.4.1.3.1 For insulation that is installed directly against the ceiling or roof structure and isinstalled flat and parallel to the ceiling or roof structure, the deflector distance shall be mea- sured to the underside of the insulation. 8.5.4.1.3.2 For insulation that is installed in -wmanner that causes it to deflect or sag down from the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 mm),. the deflector distance shall be measured to the high point of the insulation. -- - - - The deflector shall not be positioned above the low point of the insulation. 8.5.4.1.4* Heat collectors shall not be used as a means to assist the activation of a sprinkler. 8.5.4.2 Deflector Orientation. Deflectors of sprinklers shall be aligned parallel to ceilings, roofs, or the incline of stairs. 8.5.5 Obstructions to Sprinkler Discharge. 8.5.5.1* Performance Objective. Sprinklers shall be located so as to minimize obstructions to discharge as defined in 8.5.5.2 and 8.5.5.3, or additional sprinklers shall be provided to en- sure adequate coverage of the hazard. (See FigureA. 8.5.5. 1.) 8.5.5.2* Obstructions to Sprinkler Discharge Pattern Develop- ment. 8.5.5.2.1 Continuous or noncontinuous obstructions less than or equal to 18 in. (450 mm) below the sprinkler deflector that prevent the pattern from fully developing shall comply with 8.5.5.2. 8.5.5.2.2 Sprinklers shall be positioned in accordance with the minimum distances and special requirements of Sec- tion 8.6 through Section 8.12 so that they are located suffi- ciently away from obstructions such as truss websãnd chords, pipes, columns, and fixtures. 8.5.5.3* Obstructions that Prevent Sprinkler Discharge from Reaching Hazard. Continuous or noncontinuous obstructions L ontal plane more eflet6 in a man-RXE~DO~BSTR~UCT~'ONS~he protected haz- r - ----- I ijiIi hi]II,!llI)IIlUlh ((luLl)!! II II I Ii HI) II! I S L 1 I i li ii I I I 1!! I I I (II) I11(I Ill I (I I Ill I IL ii in Hill! lf,,111 III,I Ii I.IlI flLH - - -. - -- ---.- S - 8.5.5.3.1.2 Where sprinklers are located adjacent to the ob- struction, they shall be of the intermediate level rack type. 8.5.5.3.1.3 The deflector of automatic sprinklers installed un- der fixed obstructions shall be positioned no more than 12 in. (300 mm) below the bottom of the obstruction. 8.5.5.3.1.4 Sprinklers shall not be required under noncom- bustible obstructions over 4 ft (1.2 m) wide where the bottom Of the obstruction is 24 in. (600 mm) or less above the floor or deck. 8.5.5.3.2 Sprinklers shall not be required under obstructions that are not fixed in place, such as conference tables. 8.5.5.3.3 Sprinklers installed under obstructions shall be of the same type (spray, CMSA, ESFR, residential) as installed at the ceiling except as permitted by 8.5.5.3.3.1. 8.5.5.3.3.1 Spray sprinklers shall be permitted to be utilized under overhead doors. 8.5.5.3.4* Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.5.5.4 Closets. In all closets and compartments, including those closets housing mechanical equipment, that are not larger than 400 ft3 (11.3 m) in size, a single sprinkler at the highest ceiling level shall be sufficient without regard to ob- structions or minimum distance to the wall. 8.5.6 Clearance from Deflector to Storage. 8.5.6.1* Unless the requirements of 8.5.6.2, 8.5.6.3, 8.5.6.4, or 8.5.6.5 are met, the clearance between the deflector and the Lop of storage or contents of the room shall be 18 in. (450 mm) or greater. 8.5.6.2 Where other standards specify greater clearance to storage minimums, they shall be followed. - 8.5.6.3 A minimum clearance to storage of 36 in. (900 mm) shall be permitted for special sprinklers. 8.5.6.4 A minimum clearance to storage of less than 18 in. (450 mm) between the top of storage and ceiling sprinkler deflectors shall be permitted where proven by successful large- scale fire tests for the particular hazard. 8.5.6.5 The clearance from the top of storage to sprinkler deflectors shall be not less than 36 in. (900 mm) where rubber tires are stored. 8.5.7 Skylights. 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- lights not exceeding 32 ft2 (3.0 mti) in area, regardless of haz- ard classification, that are separated by at least 10 ft (3.0 m) horizontally from any other unprotected skylight or unpro- tected ceiling pocket. 85.7.1.1 When a sprinkler is installed directly beneath a sky- light not exceeding 32 ft2 (3.0 m2), the distance to the ceiling shall be measured to-the plane of the ceiling as if the skylight was not present. 8.5.7.2 Skylights not exceeding 32 ft2 (30 m2) shall be per- mitted to have a plastic cover. 8.6 Standard Pendent and Upright Spray Sprinklers. 8.6.1 General. All requirements of Section 8.5 shall apply to standard pendent and upright spray sprinklers except as modified in Section 8.6. 8.6.2 Protection Areas per Sprinkler (Standard Pendent and Upright Spray Sprinklers). 8.6.2.1 Determination of Protection Area of Coverage. 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection area of coverage per sprinkler (As) shall be determined in accordance with 8.5.2.1. 2016 Edition copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contoctlicensing@nfpa.org. 13-146 INSTALLATION OF SPRINKLER SYSTEMS Chapter 12 General Requirements for Storage area shall be the same as the sprinkler protection for the high ceiling area, I I I I I I I 1 I 1 I I 1 I I I I 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 pennitted. 12.1.1.2 Early suppression fast-response (ESFR) sprinklers shall not be used in buildings with automatic heat or smoke vents unless the vents use a high-temperature rated, standard- response operating mechanism. 12.1.1.3* Draft curtains shall not be used within ESFR sprin- ,t 5 CEILING SLOPE g ESFR sprinklers at system inklers or between hazards 12 .1 .2 ( t tFtn Iopr I h pi mlii F \ ii in i iii ii tin dl it ( Ii Hi 12 i iid ( Ii I I I N 2(1 WcIvIcd Hi iiiliii ii Ii iIin Ii 1101 \ i mi '2 in 12 T pi 1 1 I 1111 Ii iii< dii i 1 In iii ci Ii ii in kl 12 nh hipi I1ihinnIi_() 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 or in accordance with 12.1.3.1.1 through 12.1.3.1.3. 12.1.3.1.1 For corrugated metal deck roofs up to 3 in. (75 mm) in depth, the maximum roof height shall be mea- sured from floor to the bottom of the deck. 12.1.3.1.2 For decks deeper than 3 in. (75 mm), the maxi- mum roof height shall be measured to the highest point on the deck. 12.1.3.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the maxi- mum roof height shall be measured to the bottom of insula- tion and shall be in accordance with 12.1.3.1.3.1 or 12.1.3.1.3.2. 12.1.3.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the maximum roof height shall be measured to the underside of the insulation, 12.1.3.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the maximum roof height shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insu- lation exceeds 6 in. (150 mm), the maximum roof height shall be measured to the high point of the insulation. 12.1.3.1.45 Where the building height changes within a com- partment, the sprinklers directly over the storage shall be ca- pable of protecting storage directly beneath. 12.1.3.1.4.1 Where a barrier to heat and smoke in accor- dance with 12.3(2) or 12.3(3) is not present, the sprinkler criteria 15 ft (4.6 m) into the perimeter of the lower ceiling 2016 Edition 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, 12.1.3.3 The sprinkler system design shall be based on the storage height and clearance to ceiling that routinely or peri- odically 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. (75 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. (75 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). 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. 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 Lo-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. (150 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 (3.0 rn) 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 (3.0 m) or providing one level of supplemen- tal, -quick-response in-rack sprinklers located directly below the to!) tier of storage and at every flue space intersection. 12.1.3.4.6 Where the clearance exceeds 10 ft (3.0 m) for Sec- tion 17.3, protection shall be-based upon providing one level Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 142015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAIJSBRIJCKNER. 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. INSTALLATION REQUIREMENTS 13-51 I igh- B = 0.5774 x A temperature zone c = 1.1547 x A 7ft0in. (2.lm) J_Unit heater / l't ..... / l / / . l Airflow 6 B , / li to 5 ft 1<\ In tzone ermediate-temperature 4J8 ft :ifl \ 11 It 611/16 in. (3.52m) 8.4.1 Standard Upright and Pendent Spray Sprinklers. 8.4.1.1 Upright and pendent spray sprinklers shall be permit- ted in all occupancy hazard classifications and building con- struction types unless the requirements of 8.15.1.6 apply. 8.4.1.2 Quick-response sprinklers shall not be permitted for Lit in ext de- 8.4.2 Sid sign (1) Light 9c a t N TYPE . . fll be installe CONSTRUCTION n or sloped, flat ceilings Ordinary hazard occupancies with smooth; flat ceilings where specifically listed for such use To protect areas below overhead doors 8.4.3 Extended Coverage Sprinklers. Extended coverage (1) ceili 2u SYSTEM sprinklers i SEPARATION nL) f of In u tion, w ere 5 peci ical y is e r s ouc use Within trusses or bar joists having web members not greater than 1 in. (25 mm) maximum dimension or where trusses are spaced greater than 7½ ft (2.3 m) on center and where the ceiling slope does not exceed a pitch, of 1 in 6 (a rise of units in a run of 12 units, -a roof slope of 16.7 percent) Extended coverage upright and pendent sprinklers in- stalled under smooth, flat ceilings that have slopes not exceeding a pitch of 1 in 3 (a rise of 4 units in a run of 12 units, a roof slope of 33.3 percent), where specifically listed for such use Extended coverage sidewall sprinklers installed in accor- dance with 8.9.4.2.2 in slopes exceeding a ceiling pitch of 2 in 12 In each bay of obstructed construction consisting of solid structural members that extend below the deflector of the sprinkler Extended coverage sprinklers installed to protect areas below a single overhead door(s) 8.4.4 Open Sprinklers. 8.4.4.1 Open sprinklers shall be permitted to be used in del- uge systems to protect special hazards or exposures or in other special locations. 8.4.4.2 Open sprinklers shall be installed in accordance with all applicable requirements of this standard for their auto- matic counterpart. 8.4.5 Residential Sprinklers. 8.4.5.1* Residential sprinklers shall be permitted in dwelling units and their adjoining corridors, provided they are in- stalled in conformance with their listing. 8.4.5.2 Residential sprinklers shall be used only in wet sys- tems unless specifically listed for use in -dry systems or preac- 8.4.6 Early Suppression Fast-Response (ESFR) Sprinklers. 8.4.6.1 .ESFR sprinklers shall be usedonly in wet pipe systems unless specifically listed for use in dry systems. 8.4.6.2 ESFR sprinklers shall be installed only in buildings where roof or ceiling slope above the sprinklers does not ex- ceed a pitch of in 12 (a rise of 2 units in a run of 12 units, a roof slope of 16.7 percent). _________ T l4ll 1 )rr1ILLlI d 11 Ill l)LIJ1Il II)'\I ILlI IiH)IHLI III I 'i ;IIKL IIl 1llm-I1LIl .jbi.ii'd .n-i - LI II II II 8.4.6.3.1 Where depths of the solid structural members (beams, stem, and so forth) exceed 12 in. (300 mm), ESFR sprinklers shall be installed in each channel formed by the solid structural members. 8.4.6.3.2 Minimum sprinkler spacing and area of coverage shall comply with the requirements of 8.12.2 and 8.12.3. 8.4.6.4 Draft fuititn, 8.4.G.4.1 \\ ( 1 l k j)1 I nI 1< ml ( III 11 III Ill IpI II 11 I IIJI I II I III I h HIll In! I I III LI( I (11,111 _11 11 )! HO] I III! III 11 1 JIll III LI II I 11 I II I I - II I I II I pi h 'll'i ll I I J I II (I I I j 1 I Ih, 1%,,II I I 8.4.6.1.2 1 II II iil,I I I Ill It i I . 'iii Ill, I 11 TIll III III III IIIIIJIllI hUll ll IJIIiIlI,IifII:d 8.4.6.5 Temperature Ratings. Sprinkler temperature ratings for ESFR sprinklers shall be ordinary unless 8.3.2 requires intermediate- or high-temperature ratings. I I I I I 1 I 1 I I I I I I I I tion systems. FIGURE 8.3.2.5 High-Temperature and Intermediate- 8.4.5.3 Where residential sprinklers are installed in a com- Temperature Zones at Unit Heaters. partmentas defined in 3.3.6, all sprinklers within the compart- ment shall be residential sprinklers. 2016 Edition I I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAIJSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. 13-86 INSTALLATION OF SPRINKLER SYSTEMS I Ceiling A __T (150 mm (900 mm) 6 in Not less than 36 in. maximum I r'ruction I I 12 in. I (300 mm) 'I maximum FIGURE 8.11.5.3.5 Obstruction More Than 36 in. (914 mm) Below Sprinklers (CMSA Sprinklers). that branch line and the sprinklers on the branch line it is moving away from does not exceed 110 ft2 (10.2 m2) per sprin- kler where all of the following conditions are met: (1) The average actual floor area protected by the sprinklers on the moved branch line and the sprinklers on the adja- cent branch lines shall not exceed 100 ft2 (9.3 m2) per sprinkler. (2) In no case shall the distance between sprinklers exceed 12 ft (3.7 m). (3) It shall not be permitted to move a branch line where there are moved sprinklers on a branch line that exceed the maximum sprinkler spacing. 8.12.2.3 Minimum Protection Area of Coverage. The mini- mum allowable protection area of coverage for a sprinkler (As) shall not be less than 64 ft2 (5.92). 8.12.3 Sprinkler Spacing (Early Suppression Fast-Response Sprinklers). - - 8.12.3.1 Maximum Distance Between Sprinklers. The maxi- mum distance between sprinklers shall be in accordance with the following: (2) Unless the requirements of 8.12.3.1(3) or 8.12.3.1(4) are met, where the storage height exceeds 25 ft (7.6 m) and ceiling height exceeds 30 ft (9.1 m), the distance between sprinklers shall be limited to not more than 10 ft (3.0 m) between sprinklers. (3)*Regardless of the storage or ceiling height arrangement, deviations from the maximum sprinkler spacing shall be permitted to eliminate obstructions created by structural elements (such as trusses, barjoists, and wind bracing) by moving a sprinkler-along the branch line a maximum of 1 ft (300 mm) from its allowable spacing, provided cover- age for that sprinkler does not exceed 110 ft2 (10.2 mtt) where all of the following conditions are met: The average actual floor area protected by the moved sprinkler and the adjacent sprinklers shall not exceed 100 ft2 (9.3 m2). Adjacent branch lines shall maintain the same pat- tern. In no case shall the distance between sprinklers ex- ceed 12 ft (3.7 m). (4) Where branch lines are parallel to trusses and barjoists, deviations from the maximum sprinkler spacing shall be permitted to eliminate obstructions created by structural elements (such as trusses, barjoists, and wind bracing) by moving a single branch line a maximum of 1 ft (300 mm) from its allowable spacing, provided coverage for the sprinklers on that branch line and the sprinklers on the branch line it is moving away from does not exceed 110 ft2 (10.2 m2) per sprinkler where all of the following condi- tions are met: The average actual floor area protected by the sprin- klers on the moved branch line and the sprinklers on the ad4acent branch lines shall not exceed 100 ft2 (9.3 m ) per sprinkler. In no case shall the distance between sprinklers ex- ceed 12 ft (3.7 m). It shall not be permitted to move a branch line where there are moved sprinklers on a branch line that ex- ceed the maximum sprinkler spacing. 8.12.3.2 Maximum Distance from Walls. The distance from sprinklers to walls shall not exceed one-half of the allowable distance permitted between sprinklers as indicated in Table 8.12.2.2.1. I I I I 60 Not less than 36 in. (900 mm) ____ Obstruction 12 in. (300 mm) maximum I I I I I (1) Where the storage height is less than or equal to 25 ft 8.12.3.3 Minimum Distance from Walls. Sprinklers shall 'be (7.6 m) and the ceiling height is less than or equal to 30 ft located a minimum of 4 in. (100 mm) from a wall. (9.1 m), the distance between sprinklers shall be limited to not more than 12 ft (3.7 m) between sprinklers as 8.12.3.4 Minimum Distance Between Sprinklers. Sprinklers shown in Table 8.12.2.2. shall be s aced not less than 8 ft (2.4 m) on center. I Ceiling/Roof Heights Up to 30 ft (9.1 m) Ceiling/Roof Heights Over 30 ft (9.1 m) Protection Area Spacing Protection Area Spacing I Construction Type ft2 m2 ft m ft2 m2 ft m U Noncombustible 100 9.3 12 3.7 100 9.3 10 3.0 unobstructed Noncombustible obstructed 100 9.3 12 3.7 100 9.3 10 3.0 I - Combuctihle nhc,nicted !0O..... .. ---- 12 _.. --------100 -.. ------------ -- id N \ 1 2016 Edition I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES (or designated user ELLEY KLAUSBRUCKNER.No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact ticensing@nfpa.org. 13-166 INSTALLATION OF SPRINKLER SYSTEMS ThIr 15 4 1 FSF R Pi .tin of P dli iiied and Solid Put d St( r r,t( r0u1J A P1 mctl( ( unmunmidutit's Storage Arrangement Commodity Maximum Storage Height Maximum Ceiling/Roof Height Nominal K-Factor Orientation Minimum Operating Pressure ft m '.. ft In psi bar II dT,l (11W 01 ESFR OPEN-TOP Cartoned ' unexpanded 20 6.1 - - SPRINKLER NO . CONTAINERS - - 25 7.6 - - - 25 plastic 7.6 14.0 (200) Upright! pendent 50 3.4 16.8 (240) Upright! pendent 35 2.4 Pendent 25 1.7 25.2 (360) Pendent 15 1.0 30 14.0 (200) Upright/ 50 3.4 16.8 (240) Upright/ pendent 35 2.4 22.4 (320) Pendent 25 . 1.7 25.2 (360) Pendent 15 1.0 35 11 14.0 (200) - Upright! pendent 75 5.2 16.8 (240) Upright! pendent 52 3.6 22.4 (320) Pendent 35 2.4 25.2 (360) Pendent 20 1.4 - 40 12 16.8 (240) Pendent 52 3.6 22.4 (320) Pendent 40 2.7 25.2 (360) Pendent 25 1.7 45 14 22.4 (320) Pendent 40 2.7 25.2 (360) Pendent 40 2.7 30 9.1 14.0 (200) Upright! pendent 50 .3.4 16.8 (240) Upright! pendent 35 2.4 22.4 (320) Pendent -25 1.7 25.2 (360) Pendent 15 1.0 32 10 14.0 (200) Upright! pendent 60 4.1 ____________ 16.8 (240) Upright! pendent 42 2.9 11 14.0 (200) Upright or 75 5.2 pendent 35 16.8 (240) Upright! pendent 52 3.6 22.4 (320) . Pendent 35 2.4 25.2 (360) Pendent 20 1.4 40 12 16.8 (240) Pendent 52 3.6 22.4 (320) Pendent 40 2.7 25.2 (360) Pendent 25 1.7 45 14 22.4 (320) Pendent 40 2.7 25.2 (360) Pendent 40 2.7 I I 2016 Edition . I I I I I I I I I I I I Copyright 2015 National Fire Protection Association (NEPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAIJSBRLJCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing©nfpa.org. PROTECTION OF RACK STORAGE OF PLASTIC AND RUBBER COMMODITIES 13-215 Table 17.2.,1. 1 FSI R I'rOte Iron d Rack Si or age of Cinrip A PIa,iir Coinmoditir-', Stored Up to tm luding 25 ft (7.6 111) in lienthi - - Maximum Storage Maximum Storage Height Ceiling/Roof Height Nominal Minimum Operating Pressure In-Rack Sprinkler Arrangement Commodity ft m ft m K-Factor Orientation psi bar Requirements Cartoned 20 6.1 unexpanded . 14.0 (200) Upright! 50 pendent 3.4 No 16.8 (240) Upright! 35 pendent -2.4 No IIt,urI-I 25 7.6 22.4 Pendent 25 1.7 No 25.2 Pendent 15 1.0 No (360) 14.0 Upright! 50 3.4 No SPRINKLER NO :ESFR CONTAINERS pendent N-TOP (200) 16.8 Upright! 35 2.4 No _).,_ 30 9.1 (240) ..pendent 22.4 Pendent 25 1.7 No (320) 25.2 Pendent 15 1.0 No (360) 14.0 Upright! 75 5.2 No (200) pendent 16.8 Upright! 52 3.6 No 35 11 (240) pendent 22.4 Pendent 35 2.4 No (320) 25.2 Pendent 20 1.4 No - (360) 16.8 Pendent 52 3.6 No (240) 22.4 Pendent (320) 40 2.7 No 40 1 2 - 25.2 Pendent 25 1.7 No (360) - 14.0 Pendent 90 6.2 Yes (200) 16.8 Pendent 63 4.3 Yes (240) 45 14 22.4 - Pendent 40 2.7 No (320) - 25.2 Pendent 40 2.7 No (360) 14.0 (200) Upright! pendent 50 3.4 - No 25 76 16.8 Upright! 35 2.4 No 30 9.1 (240) pendent 22.4 Pendent 25 1.7 No (320) 25.2 Pendent 15 1.0 No (360) (Continues) 2016 Edition I I I I ATTACHMENT #8 OFFICE SPRINKLERS I I I I I I I 1 I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14,2015 to KLAUSBRIJCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. 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. ANNEX A :• I I I.. I. I , I,. I I C International Shore -Connection Threads to mate hydrants Threads to mate hydrants and hose at shore facilities and hose on ship / 9/inin. (14 mm) . 7 H mininum 1! 2.75 in. - 2.75 in. ' 70 mm) - - - - 3.5 in. . /(70 mm). - - - 3.5 In. (90 MV (90mm) .1 t-55.. '. 1.25 in. (32 mm) \ \ 'z'?5 0.75 in. . 0.75 in.. (20 mm) -. (20 mm),. Shore Ship Material: Any suitable for 150 psi Material: Brass or bronze (10.3 bar) service (shore) suitable for 150 psi (10.3 bar) Flange surface: Flat face service (ship) Gasket material: Any suitable for , 150 psi (10.3 bar) service Bolts: Four % in. (16 mm) minimum diameter, 2 in. (50 mm) long, threaded to within 1 in. (25 mm) of bolt head Nuts: Four, to fit bolts . Washers: Four, to fit bolts FIGURE A.3.10.7 International Shore Fire Connection. A.4.6 Non-system components can adversely affect the opera- tion and longevity of the fire sprinkler system. Objects con- nected to the sprinkler system can displace sprinkler system piping, causing obstruction to the spray pattern of sprinklers, delay the activation of a sprinkler, or cause chemical compat- ibility problems that can cause the failure of sprinkler system components. £5.1 Occupancy examples in the listings as shown in the various hazard classifications are intended to represent the norm for those occupancy types. Unusual or abnormal fuel loadings or combustible characteristics and susceptibility for- changes in these characteristics, for a particular occupancy, are considerations that should be weighed in the selection and classification. The light hazard classification is intended to encompass 'residential occupancies; however, this is not intended to pre- clude the use of listed residential sprinklers in residential oc- cupancies or residential portions of other occupancies. - —u— I iiill }.i,.iiP ii lI nfl Ifi. liii di ii 1Hii W"11:1\11) .1 11 I, I i I ii i in 1 f I 1 I H A nil Iii I 2 ( I iii he I I 1 1 . II id II I Ii i 1I I I I)tl I 11, 1 1 II II I I I IIII III I I hi flu Ph U iii: I (liii III L - 13-295 IT) lii' III FliIl 1 lkrIin U I 1IllI,III( (XIi111 Iii I,Il Ii I'Ill ,\li flu II UI I 'IIrIIlpIIIlIuIIr'I( lit lIuiII( 2) ilil .1 }III)I I fl I P1 di iii Ii] r i I i Ru fl,InI in I 1111 fl . I IL 1111 Iii I miii iini1iFii till i \I IlIdlIUr iallc fld IF. I 111111. 'lIt I iiu 1 Ftfl Note that it is not the committee's intent to automatically equate library bookshelves with ordinary hazard occupancies or with library stacks. Typical library bookshelves of approxi- mately 8 ft (2.4 m) in height, containing books stored vertically on end, held in place in close association with each other, with - aisles wider than 30 in. (750 mm) can be considered to be light hazard occupancies. Similarly, library stack areas, which are more akin to shelf storage or record storage, as defined in NFPA 232, should be considered to be ordinary hazard occupancies. A.5.3 For purposes of these definitions, Class I, Class II, Class III, and Class 1V commodities would be considered to have moderate rates of heat release, while Group A plastics would be considered to have high rates of heat release. Stock- piles are considered to include display merchandise (mercan- tile) and arrangements of combustibles ancillary to operations within the occupancy as opposed to dedicated storage areas where the fire loading is generally more severe. A.5.3.1 Ordinary hazard (Group 1) occupancies include oc- cupancies having uses and conditions similar to the following: Automobile parking and showrooms . Bakeries . . Beverage manufacturing Canneries Dairy products manufacturing and processing Electronic plants Glass and glass products manufacturing Laundries Restaurant service areas . Porte cocheres . Mechanical rooms A.5.3.2 Ordinary hazard (Group 2) occupancies include oc- cupancies having uses and conditions similar to the following: Agricultural facilities Barns and stables Cereal mills ' Chemical plants - ordinary Confectionery products Distilleries , Dry cleaners Exterior loading docks (Note that exterior loading docks only used for loading and unloading of ordinary combustibles should be classified as OH2. For the han- dling of flammable and combustible liquids, hazardous materials, or where utilized for storage, exterior loading docks and all interior loading docks should be protected based upon the actual occupancy and the materials handled on the dock, as if the materials were actually stored in that configuration.) Feed mills . Horse stables Leather goods manufacturing 2016 Edition 05 0, 10 115 [ UL I I(,L,1RIL 11.2.5.1 .1 Don,sii Aria (,ur,rs. LJ D C 540 46 Copyright 2015 National Fire Protection Association (NFPA). Licensed, by'agreement, forindividual use and download on November 14, 2015 to KLAIJSBRIJCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRLJCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact ticensing@nfpa.org. DESIGN APPROACHES 13-143 ii 't ira' ir I i r fl 1 t1 43 16 bIc 11.2.3. .2 Hoi Sueain All ,nice and Water Supply I Duration Rri1uirurnent for I1di .iulically Cjirulaitd StenIH 1 o al to in t)jn0Kl til'Udi' urd ( )rit,d,' ttcisc t)uriljon Ui rr1iir "I P... I iinii 5pm L 11110 (riUntius) Ordinary 0, 50, or 0, 190, or 1 250 1 950 1 60-90 hazard 1 100 1 380 Extra hazard 0, 50, or 0, 190, or 500 1900 90-120 100 1 380 to the bottom of solid wood joists or solid limited- combustible construction or noncombustiblé construction so as to create enclosed joist spaces 160 ft" (4.5'm 3) or less in volume, including space below insulation that is laid di- rectly on top or within the ceiling joists in an otherwise sprinklered concealed space. . . Concealed spaces where rigid materials are used and the exposed surfaces have a flame spread index of 25 or less and the materials have been demonstrated to not propa- gate fire more than 10.5 ft (3.2 m) when tested in accor- dance with ASTM E84, Standard Test Method for. Surface Burning Characteristics of Building Materials, or ANSI! UL 723, Standard for Test for Surface Burhing Chzrdc1eristics of Building Materials, extended for an additional 20 min- utes in the form in which they are installed in the space. Concealed spaces in which the exposed materials, are constructed entirely of fire-retardant-treated wood as de- fined by NFPA 703. Concealed spaces over isolated small rooms not exceed- ing 55 ft? (5.1 rn2) in area. Vertical pipe chases under 10 ft2 (0.9 rn2), provided that in multifloor buildings the chases are firesiopped at each floor using materials equivalent to the floor con- struction, and where such pipe chases contain no sources of ignition, piping shall be noncombustible, and pipe penetrations at each floor shall be properly sealed. Exterior columns under 10 ft2 (0.9 m2) in area formed by studs or woodjoists, supporting exterior canopies that are fully protected with a sprinkler system. (10)*Light or ordinary hazard occupancies where noncom- bustible or limited-combustible ceilings are attached to the bottom of composite woodjoists either directly or on to metal channels not exceeding 1 in. (25 mm) in depth, provided the adjacentjoist channels are firestopped into volumes not exceeding 160 ft3 (4.5 m3 ) using materials equivalent to ½ in. (13 trim) gypsum board, and at least 3l/ in. (90 mm) of batt insulation is installed at the bot- tom of the joist channels when the ceiling is attached utilizing metal channels. 11.2.3.2 Density/Area Method. 11.2.3.2.1 Water Supply. 11.2.3.2.1.1 The water supply requirement for sprinklers only shall be calculated from the density/area curves of Figure 11.2.3.1.1 or from Chapter 22 where density/area criteria are specified for special occupancy hazards. 11.2.3.2.1.2 When using Figure 11.2.3.1.1, the calculations shall satisfy any single point on the appropriate density/area curve. 11.2.3.2.1.3 When using Figure 11.2.3.1.1, it shall not be nec- essary.to meet all points on the selected curves. 11.2.3.2.2 Sprinklers. 11.2.3.2.2.1 The densities ,and areas provided in Figure 11.2.3.1.1 shall be for use only with spray sprinklers. 11.2.3.2.2.2 Quick-response sprinklers shall not be permitted for use in extra hazard occupancies or other occupancies where there are substantial amounts of flammable liquids or combustible dusts. 11.2.3.2.2.3 For extended coverage sprinklers, the minimum design area shall -be that corresponding to the hazard in Fig- ure 11.2.3.1.1 or the area protected by five sprinklers, which- ever is greater. 0 11.2.3.2.2.4 Extended coverage sprinklers shall be listed with and designed for the minimum flow corresponding to the density for the hazard as specified in Figure 11.2.3.1.1. 2016 Edition I I I I ATTACHMENT #9 ALARM/MONITORING 1 I I I I FIRE PROTECTION SYSTEMS automatic sprinklers and the top of piles of combustible fibers. -, Exception: Kitchen equipment under exhaust hoods protected with a fire-extinguishing system in accor- dance with Section 904. 903.3.4 Actuation. Automatic sprinkler systems shall be automatically actuated unless specifically provided for in this code. 903.3.5 Water supplies. Water supplies for automatic sprinkler systems shall comply with this section and the standards referenced in Section 903.3.1. The potable water supply shall be protected against backflow in accordance with Health and Safety Code 13114.7. For connections to public waterworks systems, the water supply test used for design of fire protection systems shall be adjusted to account for seasonal and daily pressure fluctuations based on information from the water supply authority and as approved by the fire code official. . 903.3.5.1 Domestic services. Where the domestic ser- vice provides the water supply for the automatic sprint kler system, the supply shall be in accordance with this section. * 903.3.5.2 Residential combination services. A single combination water supply shall be allowed provided that the domestic demand is added to the sprinkler demand as required by NFPA 13R. 903.3.6 Hose threads. Fire hose threads and fittings used in connection with automatic sprinkler systems shall be as prescribed by the fire code official. 903.3.7 Fire department connections. Fire department connections for automatic sprinkler systems shall be installed in accordance with Section 912. 903.3.8 Limited area sprinkler systems. Limited .area sprinkler systems shall be in accordance with the standards listed in Section 903.3.1 except as provided in Sections 903.3.8.1 through 903.3.8.5. 903.3.8.1 Number of sprinklers. Limited area sprin- kler systems shall not exceed six sprinklers -iii any sin- gle fire area. . 903.3.8.2 Occupancy hazard classification. Only areas classified by NFPA 13 as Light Hazard or Ordi- nary Hazard Group I shall be permitted to,be protected by limited area sprinkler systems. 903.3.8.3 Piping arrangement. Where a -limited area sprinkler system is installed in a building with an auto- matic wet standpipe system, sprinklers shall be sup- plied by the standpipe system. Where a limited area sprinkler system is installed in a building without an automatic wet standpipe system, water shall be per to be supplied by the plumbing system provided that the plumbing system 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 accordance with NFPA 13 shall be provided to demon- strate 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 classification. 903.3.9 Floor control valves. Floor control valves -and waterfiow detection assemblies shall be installed at each floor where any ofthefoliowing occur: Buildings where the floor level of the highest stoly is located more than. 30 feet above the lowest level of fire department vehicle access. Buildings that are four or more stories in height. 3. Buildings that are two or more stories below the highest level offire department vehicle access. Exception: Group R-3 and R-3. I occupancies floor control valves and waterfloiv detection assemblies shall not be required. 904 md ml u ins dk cs toiitrol Ii iL tht itt r uppk tor autorti 111c -ipi ni ltr \ ttnls pump,,, I iii \ lltr lt\ti-i cid icnilicmtiiret, tritir ii or pro ill-i-i uid -i-i kr110\ -i-i-i ittho on Al pririkftr tin shill hc clocLi ioallv su Per, iocd hva Plod Pro alarm t oil lml um t. Excplior: I \utoinario prini ftr ittui pintttlin tilt iiiil tOo) ianiik i tllliLt L,nnued arca prinllcr iii acordaiicc iith \ 00101 itit Spi ink ltr tm-i in-itl ltd iii lttoi d mt mt ith -.i PA I ft \thtio d tOillili ii ii[ pP m in is u-itd to -inppl\ hoth donit ii iftr iind tli coo ni lit -iprini Li -iltm and i -itt trait sliutoil \',I I\(: Icr t1i juloin Hit prink It r itni it not prc I& Li, 4 I itl tx pomp ntrol l-i-i tiimt it -it iftd ci I P td ill lit opcn potiti n Control \ I-it-i to tOoiili it 4 kitthtii Ii 4 pimt tpi im boc,th 0,lip tmks that or t ift 1 or I m ltd ni lift m[tn potition \ slt toiiti mim 11 i lift it tnppl\ to lift pump niii th ii trc ltd or oktd in tho optn p ti rl 1 lint III dft pit it Ill n and ltlUt -ipiinklti ttin th It lokd in the optn pOoh ion 903.4.1 Monituriii I irm -iuptr\ itoit and tn il-iL i nil hull ht diPin lit dilftrtnl nid Am II Pt ammo titalk ti m iiiitttd to in ippiottd -iuptn i ift ttltion F thtit ppr mttd Pt tht Pit cdt Iliti ii hill nod in ci tiNt tin ii at i tont intl tttndt d lot itO))] I ti I I odti mood itt ci huh tikt ii it Pit ii hOot pint 4 t d i-i flit JO ito it i p di I pnl Ii c lit litl lit-i tic o t it u irrd t I iii utort 4 .. 152 -:. - 2016 CALIFORNIA FIRE CODE ,Copyright ©2ot6CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klusssbruckncron Dec 19,20166:54:3o AM pursuant to License Agreement sr'ilh CA BSC. No further - k . k reproduction or distribution nothoriord. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE - • - LICENSE AGREEMENT, AND SUBIECTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2 Back floss p!cserrli(ii desise test v,11\ c- I atel ill' binned tea spi niiiier system supple pi m, shall he I skcd ill the cperi psitiril lii Os iiUki. 1 issinired to he ei1uippsd s% 1111 a Fit iijtnr stem, the hs L loss presenter ,ikcs shill be des tn- II iipnivi nil \ tunper ssicli iii tIIed in cc:id, nec ssitli \l I' and .ep iratel annun- siSted. 903.4.2 AI,avins. nn slc,c r Iappni s ed arid hie device, lecated on the eteriOt of the huilditi ']if at apprised location shill be einiiccted ti CJLh utfliitft sprinkler s stein LiL It punk Icr V atcr-ilcV alarm desise. shall he is ated hs s aler floss cqui\ aieitt to the floss ci a smele prinllct ci the snialler out CL siee installed in the sn- tern Whet e a fire alarm s tern is in t,il led, as tuition 0- I I r U alarni s stern I iz/ jiir n ulljinoflon I/p/i/nI's c/mu/I iii ' me uz' el C e/I 0 /iar i' mnii''/ /c bel//ni 903.4.3 Floor control valves. Approved supervised indi- cating control valves shall be provided at the point of con- nection to the riser on each floor in high-rise buildings and Group 1-2 occupancies having occupied floors located more than 75 fee: above the lowest level offire department vehicle access. - 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 struc- tures. An automatic sprinkler system shall be provided in existing buildings and structures where required in Chapter Il 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 pro- visions of this section and the applicable referenced stan- dards. [California Code . of Regulations, Title 19, Division I, §904('a,)(2)J Required Inspection, Testing, and Maintenance Frequencies. (2) Engineered and pre-engineered fixed extinguishing systems shall be inspected, tested and maintained at least semi-annually, and immediately after a system activation. [California Code of Regulations, Title 19, Division 1, §904('ç)] Required Inspection, Testing, and Maintenance.. Frequencies. (c) Engineered and pre-engineered fixed extinguishing systems, regardless 'of installation date, shall be inspected, tested and maintained within the time periods specified in California Code of Regulations, Title 19, Division 1, Sec- tion 904(a) (2) above. FIRE PROTECTION SYSTEMS I California Code of Regulations, Title 19, Division 1,,. §904.7(a) through (c)J Inspection, Testing, and Mainte- nance Requirements for Engineered and Pre-engineered Fixed Extinguishing Systems. Inspection, Testing, and Maintenance shall be peiformed in accordance with: California Code of Regulations, Title 19, Division 1, Section 904(a)(2), the manufacturer's written instructions, which are approved and on file with the Office of the State Fire Mar-'' shal; and the applicable standards adopted in California Code of Regulations, Title 24, Part 9, (California Fire Code). 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 governmen- tal agency, or other approved organization for the type of system and work performed. 904.2 Where permitted. Automatic fire-extinguishing sys- tems installed as an alternative to the required automatic sprinkler systems of Section 903 shall be approved by the fire code official. 904.2.1 Restriction on using automatic sprinkler sys- tem exceptions or reductions. Automatic fire-extinguish- ing systems shall not be considered alternatives for the purposes of exceptions, or reductions allowed for auto- matic 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 sys- tem required by Section 609 to have a Type I hood shall be protected with an approved automatic fire-extinguishing system 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 the Cal fornia Electrical Code.' 904.3.2 Actuation. Automatic fire-extinguishing systems shall be automatically actuated and provided with a man- ual means of actuation in accordance with Section 904.11.1. Where more than one hazard could be sirnultà- neously involved in fire due to their proximity, all hazards shall be protected by a single system designed to protect all hazards that could become involved. Exception: Multiple systems shall be permitted to be installed if they are designed to operate simultaneously. 904.3.3 System interlocking. Automatic equipment inter- locks with fuel shutoffs, ventilation controls, door closers, window shutters, conveyor openings, smoke and heat vents, and other features necessary for proper operation of the fire- extinguishing system shall be provided as required by the design and installation standard utilized for the hazard. I..., I I. I. I I I I I I, I-..' I. 1 I. 2016 CALIFORNIA FIRE-CODE , 153 opyritht 0 2ol6CA BSC. ALL RIGHTS RESERVED, AcCessed by Ellie Kloosbrockncron Dec 19,20166:54:30A114 pursuant to LiccnscAgrcc,ocnt with CA BSC. No further I I) u11J E I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT A NDTHE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT #10 J I I I I I BUILDING ACCESS - DOORS & ROADS I I I I I I I I I U I I I HIGH-PILED COMBUSTIBLE STORAGE I TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF SIZE OF HIGH-PILED (See Sections 3206, 3207 and 3208) b STORAGE AND PALLETIZED STORAGE (see Section 3207.3) COMMODITY CLASS STORAGE AREAa (square feet) Automatic fire- Fire detection Bu,kl,np Smoke and Maximum (see Sections 3206.2 and extinguishing system access - heat removal Maximum pile permissible Maximum 32064) system (see Section (see Section (eeSect;9n (see Section dimension (feet) storage height" pile volume (cubic feet) 3206.4). . - .- " 2""6) (feet) 0-500 Not Not ot Not Not Not Not Required Required Req irede Required Required Required Required 501-2,500 Not Required Yes Req t ired Not Required '100 40 100,000 2501-12000 . . Yes Not I t Not 100 40 400,000 Public accessible ' Required Reqi ired Required 2,501-12,000 Not I 't . Not Nonpublic accessible Yes Required Req ire ' Required 100 40 400,000 (Option 1) I-Tv 2501-12000 Not Nonpublic accessible . Required Yes s Yes' 100 30'200,000 (Option 2) 12001-20000 Yes Not Required s Yes' 100 40 400,000 20,001-500 000 Yes Not Required s Yes'100 40 400,000 Greater than Yes Not s Yes 100 40 400 000 500,000 Required 0-500 Not Not I" A Not 50 Not Not Required' Required Reql. ired° Required Required Required 501-2,500 Yes Not N t Not 50 30 75,000 .: Public accessible Required Reqt ired Required 501-2500 Not N t Not Nonpublic accessible Yes Required Req ired . Required 50 30 75,000 (Option 1) 501-2,500 Not Nonpublic accessible Required' Yes Y s ' Ye& 50 20 50,000 (Option 2) 2 (iI (J(JO Yec Not Yes' 50 30 75.000 Required 300,001-5 00 000" Yes Not Required Yes Yes' 50 30 75 000 For Si: 1 foot = 304.8 mm, I cubic foot = 0.02832 m9, I square foot = 0.0929 m2. 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. For aisles, see Section 3206.9. Piles shall be separated by aisles complying with Section 3206.9. 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. Section 503 shall apply for fire apparatus access. For storage exceeding 30 feet in height, Option I shall be used. Special fire protection provisions including, but not limited to, tire protection of exposed steel columns;. increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided when required'by the fire code official. High-piled storage areas shall not exceed 500,000 square feet. A 2-hour tire wall constructed in accordance with Section 706 of the California 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. _______ ___•• —'9:' -. - - -,-.- F Lull hu I iu up accu' ','r / Qfll t 76'O' n un rut, H F/her e'r!'. "rj es iii III, F ins I i Ill F F I modt F_FTIJJ Ii I FT I] F FF11 F F Ill/F lI/I IF/ITT H ii IF 1,11 II Ti/I FIT FT I J IF FFF I 1', TIh I - F I F F FF F F ,../I J j FIT ,. FIT Exi 374 2016 CALIFORNIA FIRE CODE I J Copyrighl © 206 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kisosbeockneson Dec19,20166:54:30 AM pursuant o LiceoseAgreensen, with CA BSC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE SERVICE FEATURES FIRE DEPARTMENT MASTER KEY. 'FIRE LANE. 'KEY BOX. TRAFFIC CALMING DEVICES. r OF SECTI€N 503 - FIRE APPARATUS ACCESS ROADS 503 I \%Iitre required.Fire ippiritus crs road hill pros idsd and ni lint unrd In ILL irdaitee sritli Secumh Am thronli So_). 5011A tuiIdns and Whtiq.,Appro ved An app ir i Ins IL 5 as roads shall he pros drd for even I IL I buillng or portioii of i buddmg hr tlsr conatnictLd or niosed into or irithin the urisdiLlion the ilL app ii' Ins iLeLsa Rod shill Lompla saiiii lii rcquirrllicnts ()f this ectlon md W11 rat id to a itimi Ii Iret ifs 720 mrit of all p01110115 if dir IicI!it\ and all porti ins of .0c LSIL icr wa lk a of Ik n mg 14 the huiKlIng in mr isni L LI h an approved ruiilc ,niunnd the eSieni of We building or facilit -U. acepi ions I hr ilic eodr UtiL al is authorlzWo inLrL ice the dnurii ion of ho ierl (45 720 nitin as[jet c ins of he fu Iluusain rondmtmons I Liii I lic hmlclog in enppe I tliion.hout asith an ipjmr a el cumin OIL I)i inkler as strni in ia115d in accordance orith hLLtiuun 1)(0 I I 6o. I n1lIa I I I n L app traIn LL ONcannot he naslaliLui hLL mar of location. On propeda I po r ipha \L tie rar 05 a rionnr cli ahir yy&q 4 r o1w shipUr Luuiiditi) na and an approved cileroUtirc means iii' re protection i pi \ idsd I I Ii r hr not illorc than Im, 1 ion p I Li I ir tip I I L e tip mci 2. \\ here approved he We th e code officiak fire apparatus acccas tomis shall he perhntterl to be ccnmpicd or modified for solar photos nitaiL powL'r prncrctiumn facilities. - 50112 Additional cra I he fire rOde off iei ii i miithua ricd to rretune more than one fne ipp IrOn Lee in id hi ed on iie potential for Impairment of a sini Ii. road h\ his IL L n L L sin n L ii liii n I IL IT liii Lii iii it ii I nd i from. or oih r liLloiS tim it ronid limit ILeC5 ollt 1 3 I4i..Ii 1)ikd slur Lt Fnr drpartniriit selnele s to hini inm.s used for 111"211 -piled eonihnstil Is [or i_e 'hall eu nipir m Oh Ilk ipphr ihl pi is isiOits of Chapter 2 'ptrifi& 4110115 I He iU this IL L to id au ill he in ià]Icd and alla n 2ed In mesoid In e iith hrLtion U 1 thi on,)i at)-),2 L-----------------------a .....,, ....... -[California Code of Regulations, Title 19, Division 1, §3.05(a)] Fire Department Access and Egress. (Roads) - (a)Roads. Required access roads from every building to a public street shall be all-weather hard-surfaced (suitable for use by fire apparatus) right-of-way not less than 20 feel in width. Such right-of-way shall be unobstructed and -maintained only as access to the public street. - Exception: The enforcing agency may waive or modify this requirement if in his opinion such all-weather' hard-surfaced condition is not necessary in the interest -of Public safety and welfare. -. 503-1.1 I)lmrc!stons F its titUS L es,s ro ida hi ill h i\r in unob nurlrd ssidlh of not less than 21) fret ioll ii> miii) ILL usia e of shonidrrs eLse pt for approved Sr e urits iLLS in acw hwd saiih Section 503 W and an einoh tnietcd \CO]L d dli tiies of not less Than I A feet h inches 4 Ii a runt I 50 122 \utlmorth I he Iirr rcodk official shill hire the culhorits [0 Ic Ii irs or permit modification to the reriuirrd access avidthsaahcrc they arc inadequate for lire or rescue operations oi ashore necessars [0 meet the public satcte ohlsrfi\Ls of the jurisdiction ')03.2.3 Surface. F irs ii P arau aeLe 55 wads shall he de i.ned and maintained to support the nnpo ed Ic ids of lire apparaiiis amid ,hall he surfaced sum as to provide oil- rae itlici dna in L pal lilies 2 1 I ui niii r adius Time requ ned [nritiii, radw of a Inc app 01111 IL cc a Pod shill be due rm ned hr this tirs codb official • •. . . .. 2 s Dr id entin flL ad L nd tire tpp Iratus ILL Ss to ida in excess of ho furl if 20 rnnil in Isnth shill hL thO 5 ldLLh mo an pproa Li area foi tiannny Wound I irr app a ritns 032 ( FiiiIra and tirs mttd snifmtea Where a hrmrft.e or all rle\aird sill) lee I p ill of a filL irultis It 5 moid the bout r _,,hall hr Lolisirneird and maintained in icrurd ncr raith \ASIh 19 hR 10 B iid La and elLa ited surf ILLS sh,A he ehesi_nrd Iii thrr In id titfiLirntl( e irta the iMposed loads of OIL a"am=311hicic lad Innits slid I he posted at both entrdinecS IL) hrirIcs as hone i eqnircd hr 4i tlrr code olfictal \% hr IL L IL S lIe I surfaces drsiL ned Or emcry wavAnck tHe IlL adjmwl to nil lees that am not eft kneLl I r snrh has ippioseel huriirr appiorcd S ul hill shill he mat died and iii unitcitird rhiere required ha the Inc COdC of Ii I 0 2 ( idr lie i ide Of lie tire ippinitus aeeess roid shill He ithimu the Units sat ihli lied ha the firs Lode off-]- o-a[ hi LII on '(11C fn r dsp n tmneiut c pp ii mtus 03 2 \u.,,It s of ippi mit Ii mud dL p irtiti r The ni,Jr of appr u rh and dep iiiLilr foi tire ippmr Ins acre a raids shill he a itluim the hinmits eat ihmhshrd ha the Ins s dc Ifi ci ii honed n to I irL Lie p nflhms ni S ipp ir fin 03 j\-1 id mn \\ hLrr ILejillicd by the Ins eueIe official ipprus oh si ii 1 utlirr ilmpltAelh I1U)lLr u,j tnarkipgst th'mal 94 '- • ' - - I - • •-.•'•c. -, • -' , -2016 CALIFORNIA-FIRE CODE -II•1 • ' Copyright © 2056 CA BSC, ALL RIGHTS RESERVED. Accessed by illic Klnusbrockncron Dec 19, 2016 65430,AM por500nt to License Agreensent with CA BSC, No morther rejirciduction ordistributionauthorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION,OFTHE PEDEALCOPYRICHT ACT. AND THE - - -' - ' -- '• - LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. include the svods \(i { RKR\ii- HRF [AN! shall be prvidod fir tue appaiatus access (k to rdeiitils oiJr roda or prohibit the obstruction thereot The nicans h cc 111011 laro aries are d n,ited IiaIl he iciarrilaiiied in a Cl arid lcihI o ondi lion at all limes and be repldo ed or repaired cc heii ie os- i to pr c ide adcqnate isrhi I tv 03.4 ()hsru(tinil - of lire apparmu,, access roads. F ire ipparaus aeess roads shil l'iiht he ii! triicted in ins Ina11ircr. no lid 110 tho parhirie of c oh IL leo The ni mini mn widths arid Jearanoe e - tahliohed in Sections i) 2.! and I)2, 2 hall he niarniarned at all hmeo 63.4.1 Traffic calminti dic ioe. Ti ilbe ealinin dec ic s ohm!l he piohibi led unless iiipros ed hs the fi u ed offi- coil - O3.5 Required g .i ales or barricades. The firreodu offlciril ts - nilronied to requime -time- in iallonn and nralnteiian.o tj or other app! oc ed h,irrioades act ds lire ipparitu Iceuss rod( , trails ni iihei 0cCe55\Lll\ s not Inc mu nit puhlme treeL Al(: s or hichw arc. P IccIric rule operators. svlmere piuc ided dial! he Iisi2d iii oco ordarioe scith I La (!mtes intended Ion ilitoniilic I erdtiofl IialI he desiiied. can- ct!noted and not died -t comply with tire rcqrnrenmenl \ST\! F2201J O3.1 Secured ttatec and barricades. Whet-c I qnireJ C-lies and barricades sliI I he eemmr ed in an appi )6:d imiau -j ncr Po ids trails and other icc eccs aSs that his e heeia Closed d sh trIo ed in tlieiriniier pi coo i hod hr Section shall riot he ncspesced on or neil wiles. intlmori,ed hr the oss nor arid the lire code offlo ma! icception: I he restriction oil use shall not appI iu public tf cia actiuf cc thin the LoUpe oLJuts - .- -----.- 503.5.2 Fences and Gales. School grounds may be fenced and gales therein may be equipped with locks, provided that safe dispersal areas based on 3 square feet (0.28 m2) per occupant are located between the school and the fence. Such required safe dispersal areas shall not be located less than 50 feel (15 240 mm) from school build- ings. Every public and private school shall conform with Sec- lion 32020 of the Education Code which stales: The governing board of every public school• district, and the governing authority of every pri- vate school, which maintains any building used for the instruction or housing of school pupils on land entirely enclosed (except for building walls) by fences of walls, shall, though cooperation with the local law enforcement andfire-protection agencies having jurisdiction of the area, make provision for the erection of gales in such fences or walls. The gates shall -be of sufficient size to permit the entrance of the ambulances, police equipment andfire-fighting apparatus used by the law enforcement -and fire-protection agencies. There shall be no less than one such access gate and there shall be as many such gates as needed to assure access to all major buildings and ground areas. If such gales are to be - equipped FIRE SERVICE FEATURES with locks, the locking devices shall be designed to permit ready entrance by the use of the chain or bolt-cutting devices with which the - local law enforcement and fire-protection agencies may be equipped. r --- O3.6 Secu rlt gatec. Itlie instal lotion of socurlts 001cc across Li - lire apparatus access road - shall he approved h the fire mire!. A hole sectirltv eates are installed. the shall havc iii ap ros ed means of ernercNlic\ operation. 1 lie seourlic gatec md the ornerenor opelilimlil -hall he inairitrined Opel ation 1 at all 1111105 1 leclric eate operatol s cc her e roc ided shall he lIsted in accordance with I 1 20 (!itco intended for into-. inane opci tiu n shill he - desinied -constructed and installed to ,comply with the r Cou ireinenta of 1`2200 - - - . - SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS 504.1 Required access. Exterior doors and openings required by this code or the California Building Code shall be main- tained readily accessible for emergency access by the fire department. An approved access walkway leading from fire apparatus access roads to exterior openings shall be provided when required by the fire code official. [California Code of Regulations, Title 19, Division 1, §3.05(b)/ Fire Department Access and Egress. (Roofs) (b) Roofs. No person shall install or maintain any security barrier such as barbed wire fencing, razor -wire fencing, chain link fencing, or any other fencing material, cable, aerial, antenna, or other obstruction on the roof of any com- inercial establishment in such a manner as to obstruct or ren- der egress or access hazardous in the event offire or other emergency. - Exception: Guy wire, rods and aerial antenna masts may be attached to a roof structure having a slope of less than 30 degrees provided there is full clearance of seven feel or more between the roof and said obstruction. Guy wire or rods required to support aerial or antenna masts may be attached to a roof structure a lateral distance from the mast not in excess of one-sixth the height of the mast. - 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 3/4 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- I I I I I I I I I I I I I I I I I I 2016 CALIFORNIA FIRE CODE - - - . . 95 I IIjy ,] iiii [WI - Copyright 02016CA BSC. ALL RIGHTS RESERVED. Accrwed by 1111k Klattlbruck,wro,t Ow 19,2016 65430 AM porsuottt to License Agrrrmcrtl with CA BSC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I' -. HIGH-PILED COMBUSTIBLE STORAGE 1' II 3206.3 .1 Separation from other uses MiEd occupan cies shall be separated in accordance withithCalfornia Building Code. 411, 3206.3.2 Multiple high-piled storagè.areas.,Mültiple high-piled storage areasshall be in accdrdaiëiwithSec- tion 3206.3.2.1 or 3206.3.2.2. t' 3206.3.2.1 Aggregate area; .Theaggaiêf Ilhigh- piled storage areas within a buildingshall be'usèd 'for the application of Table 3206.2 unlshreasare separated from each other by 1-hour fié.bairi's con- structed in accordance with Section 707 bf the' Cal for- nia Building Code. Openings in such fire b'aniers shall be protected by opening fire protection rating 3206.3.2.2 Multiclass high-piledstóreiHigh- piled storage areas classified as Class 1.tho6gh 1Vnot 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 accor- dance with Section 707 of the .Ca/fornia Building Code. Openings in such fire barriers shall be protected 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. . . 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 ii 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. 2!6i!T!.i. 'h1T' 1flT]i tj I ahic -3206,, Ore prit j o's rads in accoidrice seth eotion () duill ho pr\IiIsl within 1 5)) 001 4 1 inn) h ill p ilioits0 Ilic e\tcrilr s'.IIs hnlldlnLs noed mi liieh- pi el lor te I\teptt(IIt: \\'hoie file appari1n .iceo" oad L1ii1I1(t ho Insia Ii oil hc auso of r ip riiph ra I ss as' si at orsi as nonnec Ii ihis i des or Odlci sinular iridittin, the 1-11L eodL nftoiu! is 1u1h0r1700 to I equirr additional I ire piotco- lion .321ho0.1 Accells doors. \\'hirio huildm'2 i c,~ cl S I io]nlrcd h\ I ohIo 2'in , lire ilepir)rncnl isce Joi '.hoW ho prisidod in dance ssitlt this 'sOtilIl. \5eO di' h,ihI IJ rhrrsii the n e id ladlor - F 3206.ô. 1.1 Number of delois requitc4. a 1 Ies'i thiut no ICC Li door shal l ho pros idea in CJJ1 too lincar i loot 60 4)) inn , or Iroc tion therool nt the ci 101 or l ssI]s 111,11 Lice requli od tie apparatto access tad. 1 lc I oquired a000cc do( is shill ho distrihtited 50h 11151 the r hincal di Umce h(2tseoti ad.icont 50cC ' door' discs tiot 0\cOOd ]))i) luet ) Th 4)) null). Exception: 1 he littoar ditanoo horss ccii adjacent access doots is a] loss ed ti c\c cod 10)) loot I 0 ) I nun) ill o\ictlno huildnipa svhorc ill chiino ill occli-, PLWC~ 11, proposed. ihie nun her and di stri but ion st access door in c\istl no bill id haIl ho appros oil 3200.6.1 .2 Door sue and t pe. \LcC loor, ahisil lie' less tfi,ni eel U) d 111111) II] ss idili arid P let I tidies ( mni) ii hicilit [toll-up di shill no he used unties a pi used 32Il6.. 1.3 Locking (10\ ices. ()iik rpprr cod I eLi iii I des ice shall he 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 California 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 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: Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. Aisles separating shelve classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.9.1.1 Sprinklered buildings. Aisles in sprin- kiered buildings shall be not less than 44 inches (I 118 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 areaccessible 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' I [I I. I I I 2016 CALIFORNIA FIRE CODE . ' ' . ' . 375 Copyright 0 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kluusbrucktteron Dee 19. 2016 65030 AM pursuant to'Licrnse Agreement with CA BSC. No further I II I11J[ I k reproduction or distribution authorized. ANY. UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER ' . BWITCHOEAR SWTTCHOEAR RISER - - - - - -m -M -M- - - - - - - HM Eec±rorics 2848 \/kiptai1 Loop CrLsbo., CA 92010 Sheet AA-01 ATTACHMENT #11 SMOKE & HEAT REMOVAL LI HIGH-PILED COMBUSTIBLE STORAGE I TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF SIZE OF HIGH-PILED (See Sections 3206, 3207 and 3208) It STORAGE AND PALLETIZED STORAGE (see Section 3207.3) COMMODITY CLASS STORAGE AREA (square feet) Automatic fire- . . . Fire detection Building Smoke arid . Maximum (see Sections 3206.2 and 32064 extinguishing system system . access . htrernol - Maximum pile dimension permissible storage Maximum pile volume - (see Section (see Section (see Section see Section (feet) heightd (cubic feet) 3206.4) - (feet) 0-500 Not Not Not N t Not Not Not Required' Required Required' Req red Required Required Required 501-2,500 Not Yes Not Not 100 40 (00 000 Required Required Requred 2501-12000 Yes Not Not , Net 100 40 400,000 Public accessible Required Required Requ red 2501-12000 Not Not N t Nonpublic accessible Yes Required Required Req red 100 40 400 000 (Option 1) 2,501-12,000 Not Nonpublic accessible • Required • Yes Yes YC st 100 200,000 (Opt ion_2) 12,001-20,000 Yes Not Required Yes Yc Ij 100 40 400,000 20001-500000 Yes Not Required Yes Y 100 40 400,000 Greater than 500,000 Yes Not Required Yes Y 100 40 400,000 0-500 Not Not Not Not 50 Not Not Required' Required Required' Required Required Required 501-2,500 Yes Not Not , N 50 30 75,000 Public accessible Required Required Requ red 501-2500 Not Not Nonpublic accessible Yes Required Required Requ N t 50 red 30 75 000 (Option 1) ha7JrJ 501-2,500 Not Nonpublic accessible Required Yes Yes Y 50 20 50,000 (Option 2) 2 H 4 Yec Not Ytic L 50 30 75,000 Required - 300,001-500,0009,h Yes Not Required Yes Yes1 50 30 75,000 For SI: I foot = 304.8 mm, I cubic foot = 0.02832 m3, I square foot = 0.0929 m2. I 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. For aisles, see Section 3206.9. Piles shall be separated by aisles complying with Section 3206.9. I d. For storage in excess of the height indicated, special lire 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. Section 503 shall apply for fire apparatus access. For storage exceeding 30 feet in height, Option I shall be used. I g. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided when required by the fire code official. h. High-piled storage areas shall not exceed 500,000 square feet. A 2-hour fire wall constructed in accordance with Section 706 of the California Building Code shall be used to divide high-piled storage exceeding 500,000 square feet in area. I 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. 7 Z • 7',,7,, i, . 7C J I - ,• 374 . 2016 CALIFORNIA FIRE CODE I ll_I S Copyright eoiCA BSC. ALl. RIGHTS RESERVED. Accessed by Ellie Kl,osbr,ckncron Dec 19.201665e3o AM pursuant to LiccoscAgrccn,col with CA BSC. No further I k i k k IJI reproduction ordistribotion,ulhorizcd. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SURIECTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I I I Li I I I I ATTACHMENT #12 PORTABLE FIRE EXTINGUISHERS Li I I I I Li I I HIGH-PILED COMBUSTIBLE STORAGE 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. k r - 206.16 Iortabl€ un etnm,1iet ort ihk 1re \tln r A'All Fe pt o\ ded in Lard iii til tioir U6 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- 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 I-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a I-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California 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 I-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the California 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: 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. 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- tamed. 3208.3.1 Flue space protection. Where required by the fire code official, flue spaces required by Table 3208.3, in single-, double- or multiple-row rack storage installations shall be equipped with approved devices to protect the required flue spaces. Such devices shall not be removed or modified. 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 Li D-, Li I i i Li I 376 2016 CALIFORNIA FIRE CODE I u] [$ Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Elire Kbosbrucktscrott Dec 19.2016 654:30 AM por0000t to License Agreement with CA BSC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION SYSTEMS Li E 6. Where the most remote portion of a floor or story is more than 150 feet (45 720 mm) from a hose connec- > tion, the fire code official is authorized to require that additional hose connections be provided in approved locations. The distances-from a hose connection shall be measured along the path of travel.-,. -: 905.4.1 Protection. Risers and laterals '6f Class I stand- pipe systems not located within an interior exit stairway shall be protected by a degree of fire resistance equal to that required for vertical enclosures in the building in which they are located. Exception: In buildings equipped throughout with an approved automatic sprinkler system, laterals that are not located within an interior exit stairway are not required to be enclosed within fire-resistance-rated construction. 905.4.2 Interconnection. In buildings where more than one standpipe is provided, the standpipes shall be inter- connected in accordance with NFPA 14. 905.5 Location of Class II standpipe hose connections. Class II standpipe hose connections shall be accessible and shall be located so that all portions of the building are within 30 feet (9144 mm) of a listed variable stream fog nozzle attached to 100 feet (30 480 mm) of hose. 905.5.1 Groups A-I and A-2. In Group A-I and A-2 occupancies with occupant loads of more than 1,000, hose connections shall be located on each side of any stage, on each side of the rear of the auditorium, on each side of the balcony, and on each tier of dressing rooms. 905.5.2 Protection. Fire-resistance-rated protection of ris- ers and laterals of Class 11 standpipe systems is not required. 905.5.3 Class II system 1-inch hose. A minimum 'l-inch (25 mm) hose shall be allowed to be used for hose stations in light-hazard occupancies where investigated and listed for this service and where approved by the fire code offi- cial. 905.6 Location of Class III standpipe hose connections. Class 111 standpipe systems shall have hose connections 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 111 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: Doors not large enough to accommodate a writ- ten sign shall be marked with a permanently attached pictogram of the equipment contained therein. 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: Visual identification panels of glass or other approved transparent frangible material that is easily broken and allows access. Approved locking arrangements. Group 1-3 occupancies and in mental health areas of Group 1-2 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 also be transmitted to the control unit. Exceptions: Valves to underground key or hub valves in road- way boxes provided by the municipality or public utility do not require supervision. 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 11, existing structures shall be equipped with standpipes installed in accordance with Section 905. SECTION 9O6 TY- PORTABLE FIRE EXTINGUISHERS 1 9061 \\ hLIL rLqltuLd: I Por(Aflc firc iihir .h ill I n.1 ii ftd III ill ül tik I I IO\. II htL I In nd lirn_ (r u P F II I I \1 I I R i 1 I I I l\ F ud , nL ------------ 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 haviAg a minimum rating Of l-A:10-B:C. I I I I I I I I [1 I 2016 CALIFORNIA FIRE CODE 159 ii I1IJ [ I rcprodoclion or distribution no,horized, ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE Copyright© 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Clue Klsosbrstck,wron Dee 9, 2010 6:54:3o AM pursuant to License Agreetneni with CA BSC. No further LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. - I (c) Group A Occupancies. (1) One additional Class 2-A unit shall be provided in Group A Occupancies as follows: I (A) On each side of the stage or platform. Exception: Platforms 1000 square feel or less in area need have only one such extinguishing unit. On each side of every fly gallery. ' In basements beneath the stage or platform. In every hallway or passageway leading to a dressing room. I In every property room, carpenter shop, or simi- lar workroom. (2) Not less than one 10-B:C unit (not less than 4-B:C I for existing extinguishers in existing occupancies) shall be provided: I For each motor andfan room. Adjacent to each switchboard on the stage or platform. () For each motion picture machine in projection I rooms. Exception: One 20-B:C unit (not less than 8-B:C for existing extinguishers in existing occupancies) in each projection room may be accepted as pro- I viding substantially equal protection. FIRE PROTECTION SYSTEMS Within 30 feet (9144 mm) of commercial cooking equipment. In areas where flammable or combustible liquids are stored, used or dispensed. On each floor of structures under construction, except Group R-3 occupancies, in accordance with Section 3315.1. \\ hen rl.juiI . d h'v tilL -,.j. t,oi IndiL it..d n T ib Special-hazard areas, including but not limited to labo- ratories, computer rooms and generator rooms, where required by the fire code official. Large and small family day-care homes shall be equipped with a portable fire extinguisher having a minimum 2-A: 10-B:C rating Where required by California Code of Regulations, Title 19, Division 1. Within 30 feet (9144 mm) of domestic cooking equip- ment located in a Group 1-2. [California Code of Regulations, Title 19, Division 1, §3.29(a) through (d)/ Portable Fire Extinguishing Equip- ment. General. Portable fire extinguishers conforming to the requirements of California Code of Regulations, Title 19, Division I, Chapter 3, shall be installed and maintained in accordance with guides established therein. Special Coverage. Additional Class A, B and C units of adequate extinguishing potential shall be providedfor any other hazard, as determined by the enforcing agency. 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 23 10.6.4 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 JLL ILL 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 5203.6 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 combustible liquids storage 5706.4.10.1 Bulk plants and terminals for flammable and combustible 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 I I I I I I I El I I 160 2016 CALIFORNIA FIRECODE Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klaosbrnckner on Dee 19,20166:54:30 AM pursuant to License Agreement with CA BSC. No further I 1111114 oil kirnP[IJ,ILi1 ] i1IJ E I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION SYSTEMS TITLE 19, DIVISION 1, SECTION 569, TABLE 3 Type of Basic Minimum Maximum Travel - Hazard Extinguisher Distance to (in meters) Rating Extinguishers (in feet) Light (low) 5B 30 9.15 lOB 50 15.25 Ordinary JOB 30 . 9.15 (moderate) 20B SO 15.25 Extra (high) 40B 30 9.15 80B 50 15.25 Note I. The specified rating does not imply that fires of the magnitudes indicated by these ratings will occur, but rather to give the operators more time and agent to handle difficult spi/Ifires that may occur. Note 2. For fires involving water soluble flammable liquids, see California Code of Regulations, Title 19, Division I, Section 566(d) Note 3. For specific hazard applications, see California Code of Regulations, Title 19, Division 1, Section 566. Two or more extinguishers of lower rating shall not be used to fulfill the protection requirements of California Code of Regulations, Title 19, Division 1, Section 569, Table 3. The protection requirements may be fulfilled with extinguishers of high ratings, provided the travel distance to such larger extinguishers shall not exceed 50 feet (15.25 m), as shown in California Code of Regulations, Title 19, Division 1, Section 569, Table 3. [California Code of Regulations, Title 19, Division 1, §570(a) through (e)J Fire Extinguisher Size and Placement for Class B Fires in Flammable Liquids of Appreciable Depth. Portable fire extinguishers shall not be installed as the sole protection for flammable liquid hazards of apprecia- ble depth [greater than '/4 inch (0.64 cm)] where the sur- face area exceeds 10 square feel (0.93 m2). Exception: Where personnel who are trained in extin- guishing fires in the protected hazards are available on the premises, the maximum suiface area shall not exceed 20 squarefeet. (1.86 rn). For flammable liquid hazards of appreciable depth, a Class B fire extinguisher shall be provided on the basis of at least two numerical units ciT Class B extinguishing potential per square feel (0.0929 m) offlammable liquid surface of the largest hazard area. For fires involving cooking grease or water-soluble flammable liquids, see California Code of Regulations. Title 19, Division 1, Sec- tion 566(b) and 566(d). Exception: AFFF- or FFFP -type extinguishers may be provided on the basis of a lB rating of protection per square foot of hazard. Two or more extinguishers of lower ratings shall not be used in lieu of the extinguisher required for the largest hazard area. Exception: Up to three AFFF or FFFP extinguishers may be used to fulfill the requirements provided the sum of the Class B ratings meets or exceeds the value requiredfor the largest hazard area. Travel distances for portable extinguishers shall not exceed 50 feet (15.25 ni) as shown in California Code of Regulations, Title 19, Division ],Section 569, Table 3. Scattered or widely separated hazards shall be individ- ually protected An extinguisher in the proximity of a haz- ard shall be carefully located to be accessible in the presence of afire without undue danger to the operator. [California Code of Regulations, Title 19, Division 1, §571(a)J Fire Extinguisher Size and Placement for Class C Hazards. (a) Fire extinguishers with Class C ratings shall be required where energized electrical equipment can be encountered which would require a nonconducting extin- guishing medium. This requirement includes situations where fire either directly involves or surrounds electrical equipment. Since the fire itself is a Class A or Class B haz- ard, the flue extinguishers shall be sized and located on the basis of the anticipated Class A or Class `B hazard Note: Electrical equipment should be de-energized as soon as possible to prevent reigniting. 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 LIGHT ORDINARY (Low) (Moderate) '-iig) HAZARD HAZARD HAZARD OCCUPANCY OCCUPANCY GCCUPANCY Minimum rated 2-Ac 2-A single extinguisher Maximum floor area 3,000 1,500 I per unit of A square feet square feet uir, Lu Maximum floor area 11,250 11,250 II for extinguisher' square feet square feet urL-ci - - Maximum distance of - 7 feet 75 feet travel to extinguisher For SI: 1 foot = 304.8 mm, I square foot = 0.0929 m2, I gallon = 3.785 L. Two 2'/2-gallon water-type extinguishers shall be deemed the equivalent of one 4-A rated extinguisher. California Code of Regulations, Title 19, Division I. Chapter 3 concerning application of the maximum floor area criteria. C. Two water-type extinguishers each with a I-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 California Code of Regulations, Title 19, Division 1, Chapter. 3. 2016 CALIFORNIA FIRE CODE . 165 - I] iIJ EI I rcp,od,.cljo,, ordjslrjboljo,, olhorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION 01' THE FEDERAL COPYRIGHT ACT AND THE opyrighI©2oI6CA BSC. ALL RIGHTS RESERVED. AcccssdbyEHic KInobruckncro,, Dc I9,2Ol66:S43OAM pursuant toLic.,seAgrenen, with CA BSC. Nof.nher LICENSE AGREEMENT. AND SUllIEd TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I i I I i FIRE PROTECTION SYSTEMS I TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25-INCH BASIC MINIMUM MAXIMUM DISTANCE OF TYPE OF HAZARD EXTINGUISHER TRAVEL TO RATING EXTINGUISHERS (feet) 5-13 Light (Low) 30 10-13 50 10-B •. 30 Jr(III r.n - - Extra (High) 40-B 30 80-B 50 For SI: I inch = 25.4 mm, 1 foot = 304.8 mm. a. For requirements on water-soluble flammable liquids and alternative sizing criteria, see California Code of Regulations, Title 19, Division I, Chapter 3. 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 California Code of Regulations, Title 19, Division 1, Chapter 3. 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. [California Code of Regulations, Title 19, Division 1, §573(a) through (c)J Fire Extinguisher Size and Placement for Commercial Cooking Operations. Fire extinguishers with a Class K rating shall be pro- vided for hazards where there is a potential for fires involving combustible cooking media (vegetable or animal oils andfats). . Maximum travel distance shall not exceed 30 feet (9.15 in) from the hazard to the extinguishers. Additionalfire extinguishers, required for the control of other classes offires, shall be provided for commercial cooking areas as required by California Code of Regula- tions, Title 19, Division 1, Section 567. 00 - ')1H." ( t)USpICtlOU' lot:ition. PliJahie tile c.\tlilUIiI hers shsll he locired in CU1SpicUCU (eiJIn\ hcie tfiC\ viii he reidii accr ide md iniriicdimielv avirLiblL for LISU. Those locations eiimll ht, alone normal p.irh II tlm\el, uirles lie lire do o I 1 -1 c it 1 determine, iliit 111 hiiid poced mndme,mtes the r pLmgnhmt iAnkj 111141 rn-rI WtV II travel. [California Code of Regulations, Title 19, Division 1, §567.5/Physical Damage Protection. Extinguishers installed under conditions where they are sub- ject to physical damage, (e.g., from impact, vibration, the environment) shall be adequately protected. -—°-- 906.6 l ii lsi ii ltd nnd tiuolisi.urcd. Portal Ic hr extmn-. iiilmer 'hall lot he dtrri led, 11 heenmed Imoin \ lii 1-00111 111 are,m' lit \LI1IL!m \I'U ii h rrtretrmm 11111 lie C0111- kick isided, rilcimic 'li,m lic pr \iI d to imlic lie tlrc I i- tmrum Lic . . 906.7.'Hrinoersand brackets. Hand-held port do fitc e\tmmm- 2UIchci S. liot housed in cabinets. ,hall he muistal led on thc9 h,iners or bracket suppled H ancers or hrac c1' sh.ml SO urei c anchored tn the mnountinU curf,tc e I II .idc ordmmmce wh ilic'rnanmrha hirers installation ]imtrruttiin. I I California Code of Regulations, Title 19, Division 1, §567.3/ installation. Portable fire extinguishers other than heeled types shall be securely installed on the hanger orin the bracket supplied or placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting sur- face in accordance with the manufacturer's instruc- tions. Wheeled-type fire extinguishers shall be located in a designated location. ,. [California Code of Regulations, Title' 19, Division 1, §567.4/Brackets. Extinguishers installed under conditions where they are sub- ject to dislodgement shall be installed.in brackets specifically designed to cope with this problem. [California Code of Regulations, Title 19, Division 1, §567.61 Mounting. Fire extinguishers having a gross weight not exceeding 40 pounds (18.14 kg) shall be installed so that the top of the fire extinguisher is not more than 5 feet (1.53 m) above the floor. Fire extinguishers having a gross weight greater than 40 pounds (18.14 kg) (except wheeled types) shall be so installed that the top of the fire extinguisher is not more than 3 '/,feet (1.07 m) above the floor. In no case shall the clearance between the bottom of the extinguisher and the floor be less than 4 inches (10.2 cm). 906.8 Cabinets. Cabinets used to houe portable fire extin- guishers shall not be locked. Exceptions: - Where portable fire extinguishers subject to mali- cious use or damage are.provided with a means of ready access. In Group 1-3 occupancies and in mental health areas - -' in Group 1-2 occupancies, access to portable fire extinguishers shall be permitted to be locked or to be located. instaff locations provided the staff has keys. [California Code .01 Regulations, Title 19, Division 1, §567.2/ Cabinets. Cabinets housing extinguishers shall not be locked Exception: Where extinguishers are subject to malicious use, locked cabinets may be used provided they include a means of emergency access and are approved by the authority having jurisdiction. [California Code of -Regulations, Title 19, Divisio,, 1, §56Z 71 Sealed Cabinets. Where extinguishers are installed in closed cabinets that are - exposed to elevated- temperatures, the cabinets shall be pro vided with screened openings and drains.. 166 ' ' 2016 CALIFORNIA FIRE CODE I i] iqJpJJ Copyright 0 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Cloosbruckocron Dec 9, 206 65430 AM Pursuant to License Agr000lrni with CA BSC. NoIt,rthcr reproduction or distribution sothorizd. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBIECTTOCIS'IL AND CRIMINAL PENALTIES THEREUNDER. 1 'i• FIRE PROTECTION SYSTEMS A -,.-----" •L 90n.t) I tinguisher installation. The iiistal anon ot portafdc tire e\tiiinLnher shlI h u in aecoid ine with uctions 41)6 1 I throuh Q0 6 Q. 906.9.1 Eiiiiguislieis w eighing 40 pounds or less. Poi - chic tire e iioiiihors has inn a i os sveinht not essned- inn Lu piinds 1 Lot shall ho inslailcd so that their lops arc not more than t loot I t21 mnnii ahos e lie Iloor 900.9.2 Eiiniiisliers s eitliing more than -II) 111 oun(k. Hand-held Hand-hddl portahir tie e\tIn(_'uislier has urn i uoc sseJoht esseodirin 40 pi nds-118 Lt shall he nistafle I that theii tops are not more than . feet i 1007 inn]) ahoI the llnoi 906.9.3 Floor clea raiicn. The In ranr: levo n the 04 1 and the hittoin of' nistallcd hand-held portable Iim n\tin- 41i ihers shall not he less than 4 inches m 102 mum)) 906.10 Wheeled units. Whrelcd tire estinul hors shall to onspft uousl s io ned in aiesionkl location 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. Contructioñ 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 tothe provi- sions of this code, the California Building Code, and relevant laws, ordinances, rules and regulations,.as deter- mined by the fire code official. 907.1 .2 Fire alarm shop drawings. Sho'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. Locations of alarm notification appliances, includ- ing candela ratings for visible alarm notification appliances. r.. . -Design minimum audibility level for occupant - notification. Location of fire alarm control unit, transponders and notification power supplies.. : Annunciators 'Power connection. Battery calculations. . .. 9 Conductor type and sizes 10. Voltage drop calculation. .L L. •' Manufacturers' data sheets indicatitig model num- bers and listing information for equipment, - devices and materials.. Details of ceiling height and construction. The interface of fire safety control functions. Classification of the supervising station. /5. All plans and shop drawings shall use the 'symbols:. identified in NFPA 170, Standard for Fire Safely and Emergency Symbols. - Exception: Other symbols are allowed where - approved by the enforcing agency. 907.1.3 Equipment. Systems and components shall be California State Fire Marshal listed and approved in accordance with California Code of Regulations, Title 19, Division I for the purpose for which they are installed. 907 1.4 Fire-walls and fire barrier walls. For the purpose of Section 907, fire walls and fire barrier walls shall not define separate buildings. 907.1.5 Fire alarm use. A fire alaim system shall not be usedfor any puipose other than fire warning or mass noti- fication and where permitted by NFPA 72. 907.2 Where required—new buildings and structures. An approved fire alarm system installed in accordance with the provisions of this code and NFPA 72 shall be provided in new buildings and structures in accordance with Sections 907.2.1 through 907.2.23 and provide occupant notification - in accordance with Section 907.5, unless other requirements are provided by another section of this code. Not fewer than one manual fire alarm box shall be pro- vided in an approved location to initiate a fire alarm signal for fire alarm systems ,employing automatic fire detectors or waterflow detection devices. Where other sections of this code allow elimination of fire alarm boxes due to sprinklers, or automatic fire alarm systems, a single fire alarm box shall be installed at a location approved by the enforcing-agency. Exceptions: I. The manual fire alarm box is not required for fire. alarm control units dedicated to elevator recall con- - trol, supervisory service and fire sprinkler monitor- ing. ,2. The maival fire alarm box is not required for Group R-2 occupancies unless required by the fire code .. . official to provide a means for fire watch personnel to initiate an alarm during a sprinkler system impair- ment event. Where provided, the manual fire alarm box Shall not be located in an area that is accessible to the public. 3. The manual fire a/ann' box is not requird to be installed when approved by the fire code official. 907.2.1 •Group A. A manual fire alarm system that acti-, yates the occupant notification system in accordance with Section 907.5 shall be installed in Group A occupancies where the occupant load due to the assembly occupancy is 300 or more. Group A occupancies not -separated from one another in accordance with Section 707.3.10 of the - 2016 CALIFORNIA FIRE CODE 167 Ill I i Copyright © 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie KImsbruckneron Dec 19, 2010 65430 AM pursount to License Agreement with CA BSC. No further reproduction or distribution oothorized.ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE - - • • LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. F] I I I ATTACHMENT #13 I AISLE WIDTHS I I I, rl I I I I I HIGH-PILED COMBUSTIBLE STORAGE 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with theCalfornia Building Code. . 3206.3.2 Multiple high-piled storage eas. 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 buildinghall be-used for the application of Table 3206.2 unless ..sàch areas are separated from each other by 1-hour fife barriers con- structed in accordance with Section 707 bfthe.Calfor- nia Building Code. Openings in such fiê barriers shall be protected by opening protectives havinga 1-hour fire protection rating. 3206.3.2.2 Multiclass high-piled storage aieas. High- piled storage. areas classified as Class 1 through IV not separated from high-piled storage aièas ôlassified 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 accor- dance with Section 707 of .the California Building Code. Openings in such fire barriers shall be protected 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.. 3206.4.1 Pallets. Automatic sprinkler system require- ments based upon-the presence of pallets shallbein accor- dance with NFPA 13. . 11 3206.4.1.1 Plastic pallets Plastic pallets listed 1and labeled in accordance with UL 2335 or FM 4996 shall be treated as wood pallets for detérmininre4uired 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 14 3206.6 Building access. Where building acce'sis required by Table 3206 .2, fire apparatus access roads in accordance with Section 503 shall be provided within I' 120 mm) of all portions of the exterior walls of buildings used for high-piled storage. . 2 , - Exception: Where fire apparatus access'tôdds 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 buildinácCsis'required by Table 3206.2, fire department accs;diSors 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 con nections2 Where exit pas- sageways are required by the California Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 9 ilc'. \9ILft prn \idillL, to and ti ft drp 1i1iLnt IL i d h ill hL proiikd in hiji pliLd LR I ift ii diii uu Lfl ilL ket 4( in in ikL \ftlii HCHiuiIiL o H irih 20 H \irlrL paNilliL iii I iL pii or shall conlpl\ \\iih \i PA \iLIt ii iii IL() L0ii1fd\ ftiiii I hipiLi I!) F piioi \\hrr ii i li pirJudd h\ i,ick In I.e ft in ilk ru lie niethed of ieee ee and pi Otee) Ion ire JiI)\d\\henap1)io\eJ 3200 .9.1 \\ utith \iele \ftdlii eh iii h in ileuri 111cC I I and 2 0 o,1) _ I IllionC ip i ft Ii Ifl FILl IFIlLilliLe 01 CIOrHiC p11CC Ihit IlL fiLL I 011k lILt nipi \LC CCCL '41111 he not IL ihan 24 IliLileL 6 1 nuiii( \ ide 2 \uek ep II lulL ihelLec LI I tic I as shelf t(u hill Lc not ire ih iii Hi nelire (HL nm) \ide 3200.9.,-1.1 pnitI Iertd Iiiiifdin \teire in epiin bftred huililin.e hall h H Ices lii in 44 I-ndics I I Is Intuit LCd \iie 1 di hc Ilul Ieee 11) ,111 Hi iiihe 21 mn) Cicft in Iikh piicd StorLe ceduii 2 II) ciiir ledi Hi lii I in jki1 hut aft IcLcsslhlc to lift PlJh1k2 and de I n lift!)) c rh un hkui hiiiid eofluuii di lii I mtrplion \u he in hi h piled eLi ic Ic I C\LLLJ{fl III) L(U ire ILe) Hi 2 fl i Ii alLl liii lie ILLL eulde I he puh)ic 11111 ii i_n iLd IC) con lull iii h hi ri e0fiuiliL)litft IlL { )1LLIe(i I cr1 iii! (ci \ etIii (IL I IlL)! cli nllultipk rc I 1)! - - . - - - 0 - 2016 CALIFORNIA FIRE CODE 375 1II • i i 1 copyright 2016 CA BSC. ALL RIGHTS RESERVED. Acchscd by Ellie Kluosbruckiscr on Dec 9.2016 65430 AM pursuant to License Agreement with CA BSC. No further I k k • hi I reprodoetionor distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. . - HIGH-PILED COMBUSTIBLE STORAGE 4' hih-hjiird nniincditicc shall he not less titan 4 inches I I 111111 I it dc \jjj ke tot k:ss than .96 inehm 24Th nini jil L cc ide in areas eec ihie In the tibl is cc hera mechanicI inn mhod e used 3206.9.1.2 'oncprinkIct'cd buildings. \ isles in r1on1 r sprmkleied .huildi,t0 shill h2noi Ic-s thin oh, irJic 124Thmmccide .3206.9.2 ('kar, height. I lie required aisle cc rdth shll e\lend trr,in floor to ccii inn Rash itrtitural supports arid are afl iced to crosS isle at a nuruinunt lteigh of 0 feet S inches dlis? ntnif alas e die finished fiir Icc ci.' provided that such Supports do not interfere cc ith firc department hose stream 1101Cc tot 3206.3 Dead-end aisle. l)etd-end aisles sh,fll 11nt'1 ti e'd ) feet hfl0is nmii ii leitnth nt (iiotip \I omupdri-J ie )ead-ertil Ai ,,1c,, ,,hall liot cseed II feet {1 2 4() n hur Ill 1cnth in all then cesnp'tnc!es F 'ccep.ioti :. l)ead-cnd tsies an i. not limited cc hci e the lenoth of the dead-end nsle is cc-. than 2 trnnes the least cc rdthf the dead-end ai,du, 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- 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 California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California 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 barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the California Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. a 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 I m2), 'measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 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. 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 fire code official, flue spaces required by Table 3208.3, in single-, double- or multiple-row rack storage installations shall be equipped with approved devices to protect the required flue spaces. Such devicesshall not be removed or modified. 3208.4' Column protection. Steel building columns shall be protected in accordanëe 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 376 '. . . , 2016 CALIFORNIA FIRE CODE Copyright 2016 CA BSC. ALL RIGHTS RESERVED. Arcessed by Ellie Kbosbrockoer on Dec 19,20166:54:30 AM purs000t to License Agreement with CA BEG No funher roprodoction'or distribution authorized, ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION ISA VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. ANDSUBJEcTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I I I ATTACHMENT #14 HOUSEKEEPING & MAINTENANCE i I I 1 I I I :1 [1 I 3203.7.3 Group C plastics. Group C plastics are plastic materials having a heat of combustion and a burning rate I similar to those of ordinary combustibles. Examples of Group C plastics include, but are not limited to, the fol- lowing: HIGH-PILED COMBUSTIBLE STORAGE I 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. 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!, Class 11, 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 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 engineering analysis shall consider the ability of the sprin- kler 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 mini- mum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contiguous 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 sprin- kler 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 (Ill m2) for thy pipe sys- tems. The shape of the design area shall be in accordance with Section 903. - - SECTION 3205 HOUSEKEEPING AND MAINTENANCE 320.1 Rack structures. The sinletuiJl intoOrlts ot ii sl ,il I he iiiaint,iinod 320S2 Igmi ion sources. Clearance Iroin iiznit ion SOUIOLS shall ho pros dod ii lCCC'1d;IIICc ss itli Section 320S.3 Suiokirig. 5>ifl0 In. shall ho pa h ihdod \ pprrss od 2\0 ritok rite i ens dKill he sorrspleuous!s postod In acsor- danse ssith orron Ii) 320,4 Aisle inailit e?tiince, \\ lion i esteok in' Is not hont iiondiistod tislo shall ho kept eloar ol storage, sasto niato- nat and dohris I ire d i rtnrent iCcoss doors, aisles and es it doors shall not ho ohsirristod Durrriti restocking operations usirie in iniral stookiii' nisthods, a nininium unohstrir tod aisle idili of 24 inclies lii mm shall he maintained in 4X- inch (12(0 miii or III alior aisles and a irrinrnrrum unob- structed a ss I ,lo idth ol imoh,ili ol the rquirod.aislo sidth shill ho mti,inntamnod iii ,iisles e,riaiter than •1i niches 210 nm) Diii nor' mechanical stoekin' operations. a niiiiitnuni tnihsttutod ,iislo ssilth oh 44 inches I I I X hi!! ho nianit,tinod IlI1 I(_cc)1Id-1rICo: \601 Sooli mr 2000 3201-,.5 Pile diiiieiisiniii and litiglil lirnitatiuns. Pile dinion- smomis and hcn'ht liniit,mhion liail conipl ssith 0e01ion 3205,6 I)csitiiition of storage heights. \\ loire required he tho flue code otlicial, a sisn,ml method ol mndicatrimo the aunt allossahio stoma's homht shall ho pros dod 32O.7 \rras. \r iass shall conipts ss iii ootin 2O' 4 320.8 Flue spaces. Flue spaces shall ci mnpi, with boetiort -,- J 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 requirements 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 require- ments. 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. I I I . I $ 2016 CALIFORNIA FIRE CODE • . , . 373 ii 11IJ[ Copyright © 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klsotbruckne, on Dec 9, 2016 65530 AM pursuant to License Agreement with CA BSC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT AT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL 901.1 Scope. The provisions of this chapter shall specify where fire protection systems are required and shall apply to the design, installation, inspection, operation, testing and maintenance of all fire protection systems. 901.2 Construction documents. The fire code official shall have the authority to require construction documents and cal- culations for all fire protection systems and to require permits be issued for the installation, rehabilitation or modification of any fire protection system. Construction documents for fire protection systems shall be submitted for review and approval prior to system installation. 901 .2.1 Statement of compliance. Before requesting final approval of the installation, where required by the fire code official, the installing contractor shall furnish a writ- ten statement to the fire code official that the subject fire protection system has been installed in accordance with approved plans and has been tested in accordance with the manufacturer's specifications and the appropriate installa- tion standard. Any deviations from the design standards shall be noted and copies of the approvals for such devia- tions shall be attached to the written statement. 901.3 Permits. Permits shall be required as set forth in Sec- tions 105.6 and 105.7. 901.4 Installation. Fire protection systems shall be main- tained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protec- tion where the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accor- dance with applicable standards. 901.4.1 Required fire protection systems. Fire protec- tion systems required by this code or the California Build- ing Code shall be installed, repaired, operated, tested and maintained in accordance with this code. A fire protection system for which a design option, exception or reduction to the provisions of this code or the California Building Code has been granted shall be considered to be a required system. 901 .4.2 Nonrequired fire protection systems. Afire pro- tection system or portion thereof not required by this code or the California Building Code shall be allowed to be fur- nished for partial or complete protection provided such installed system meets the appliêable requirements of this code and the California Building Code. 901.4.3 Fire areas. Where buildings, or portions thereof, are divided into fire areas so as not to exceed the limits established for requiring a fire protection system in accor- dance with this chapter, such fire areas shall be separated by fire barriers constructed in accordance with Section 707 of the California Building Code or horizontal assemblies constructed in accordance with Section 711 of the Califor- nia Building Code, or both, having a fire-resistance rating of not less than that determined in accordance with Section 707.3. 10 of the California Building Code. 901.4.4 Additional fire protection systems. In occupan- cies of a hazardous nature, where special hazards exist in addition to the normal hazards of the occupancy, or where the fire code official determines that access for fire appara- tus is unduly difficult, the fire code official shall have the authority to require additional safeguards. Such safeguards include, but shall not be limited to, the following: auto- matic fire detection systems,'fire alarm systems, automatic fire-extinguishing systems, standpipe systems, or portable or fixed extinguishers. Fire protection equipment required under this section shall be installed in accordance with this code and the applicable referenced standards. 901.4.5 Appearance of equipment. Any device that has the physical appearance of life safety or fire protection equipment but that does not perform that life, safety or fire protection function shall be prohibited. 901.4.6 Pump and riser room size. Where provided, fire pump rooms and automatic sprinkler system riser rooms shall be designed with adequate space for all equipment necessary for the installation, as defined by the manufac- turer, with sufficient working space around the stationary equipment. Clearances around equipment to elements of permanent construction, including other installed equip- ment and appliances, shall be sufficient to allow inspec- tion, service, repair or replacement without removing such elements of permanent construction or disabling the func- tion of a required fire-resistance-rated assembly. Fire pump and automatic sprinkler system riser rooms shall be provided with a door(s) and an unobstructed passageway large enough to allow removal of the largest piece of equipment. 901.5 Installation acceptance testing. Fire detection and alarm systems, fire-extinguishing systems, fire hydrant sys- .tems, fire standpipe systems, fire pump systems, private fire service mains and all other fire protection systems and appur-. tenances thereto shall be subject to acceptance tests as con- tained in the installation standards and as approved by the fire code official. The fire code official shall be notified before any required acceptance testing. 901.5.1 Occupancy. It shall be unlawful to occupy any portion of building or structure until the required fire detection, alarm and suppression systems have been tested - 901 .6 Inpiition tLstIIi_, mu UI iinitnaru&u 'IlL LL .ti ii Ufli nd L\IIIILIIIhIUL iiih U1IL T IUHLL L',h Ill t LHftlIl 111(1 LITU kU uid IlL It \L(T1 HI hL UI 11111 TUft Ill An I III \ I id ii in it III lId NI I p I U, Id UI cpJiTcd I'IlCiC I Ltl\U".1[Ul&lIICd 'I1U pilliUll II U, 2016 CALIFORNIA FIRE CODE 139 J ij I1tJ I I Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kloosbrockncron Dec 19, 2016 65430 AM pursuant to License Agreement with CA RSC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCFION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. $ I FIRE PROTECTION SYSTEMS [ •' md,cq uipmcnt JiaI hc iiispcd, tc1ed iid I1iaii11iiiid1 'UI i':niid All fire alarm systems, fire detection systems, automatic sprinkler or extinguishing systems, communication systems, and all other equipment, material or systems required by these regulations shall be maintained in an operable condi- tion at all times in accordance with this code and California Code of Regulations, Title 19, Division 1. 'Upon disruption or diminishment of the fire protective qualities of such equip- ment, material or systems, immediate action shall be insti- tuted to effect a reestablishment of such equipment, material or systems to their original normal and operational condi- tion. [California Code of Regulations, Title 19, Division 1, §1.14/ Maintenance. Every fire alarm system or device, sprinkler system, fire extinguisher, fire hose, fire-resistive assembly or any other fire safety assembly, device, material or equipment installed and retained in service in any building or structure subject to California Code of Regulations, Title 19, Division I regula- tions shall be maintained in an operable condition at all times in accordance with California Code of Regulations, Title 19, Division I regulations and with their intended use. [California Code of Regulations, Title 19, Division 1, §3.241 Maintenance of Equipment. All fire alarm systems, fire detection systems, automatic sprinkler or extinguishing systems, communication systems, and all other equipment, material or systems required by Cal- ifornia Code of Regulations, Title 19, Division / shall be maintained in an operable condition at all times. Upon dis- ruption or diminishment of the fire protective qualities of such equipment, material or systems, immediate action shall be instituted to effect a reestablishment of such equipment material or systems to their original normal and operational condition. [California Code of Regulations, Title 19, Division 1, §904(a)] Required Inspection, Testing and Maintenance Frequencies. (a) All automatic fire extinguishing systems, including sys- tems installed as an alternate to other building require- ments, shall be inspected, tested and maintained in accordance with the following frequencies. Local authori- ties may require more frequent inspection, testing and maintenance and additional procedures. [California Code of Regulations, Title 19, Division 1, §904(a)(1)J Required Inspection, Testing and Maintenance Frequencies. (1) Water-basedfire protection systems shall be inspected, tested and maintained in accordance with the frequencies required by NFPA 25 (2011 edition) including Annexes A, B, C, D, E, F and G as amended by the Stale of California. (Published as NFPA 25, 2013 California Edition.) fCalfornia Code of Regulations, Title 19, Division 1, §904(b)] Required Inspection, Testing and Maintenance Frequencies. (b) When proof of the installation date of standpipe sys- tems or automatic fire sprinkler systems cannot be fur- nished, such systems shall receive initial testing and maintenance by July], 1985. [California Code of Regulations, Title 19, Division 1, §904.2 (q)/ Testing and Maintenance Requirements. (a) All testing and maintenance on automatic fire extin- guishing systems in accordance with Health & Safety Code Section 13195 shall be performed by those licensed in accordance with Health and Safely Code Section 13196.5. Exceptions: The State Fire Marshal may waive, in writing, licensing offire departments which conduct fire sprin- kler and standpipe system testing and maintenance. Service on fire alarm systems and industrial systems as specified in Health and Safety Code Sections 13196.5(b) and (c) may be conducted 14'ithout a license. Testing and maintenance on automatic fire extin- guishing systems exempted in writing by the State Fire Marshal, when the building owner or occupant has the staff and equipment to conduct testing and mainte- nance. [California Code of Regulations, Title 19, Division 1, §904.2(b)] Testing and Maintenance Requirements. (b) Any testing and maintenance of automatic fire extin- guishing systems shall be performed in accordance with these requirements. Exceptions: The State Fire Marshal may waive, in writing, the requirement that testing and maintenance be performed in accordance with these requirements when a licensee can demonstrate that a system cannot functionally be tested and maintained in accordance with the California Code of Regulations, Title 19, Division 1, Chapter 5. If at any time a licensee encounters a specialized or modified system which cannot be tested and maintained in accordance with California Code of Regulations, Title 19, Division 1, Chapter 5, the licensee shall con- tact the Stale Fire Marshal and lest and maintain the system as directed. (A) The intent of this section is to cover automatic fire extinguishing systems as originally designed, installed and approved by the Authority Having Jurisdiction. It is not, however, intended to require that such systems be upgraded to current adopted standards. I I LI I I Li H I H I I. 140 2016 CALIFORNIA FIRE CODE 1 ] Jjj "production Copyrighi © 2016 CA BSC. ALL RIGHTS RESERVED. Acccccd by EIIic KI,,obrudo,cron Dec 9, 20I66:S03O AM pocsoonl 0 Liccnc Agreementnt with CA BSC. Nofuciher 7 Copyright distributionaurhorizcd. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION SYSTEMS I [California Code of Regulations, Title' 19,' 'Division 1, §904.2(h)] Testing and Maintenance Requirements. At the time of testing and maintenance; buildingman- agement shall be' consulted to avoid unnecessary distur- bance of normal building operation. '' [California Code of Regulations, Title 19, Division 1, §904. 2(i)J Testing and Maintenance Requirements. The licensee shall contact the local f re authority hay- ing jurisdiction prior to testing and maintenance of a sys- tern when required by the local fire" 'authority hdving jurisdiction to do so. " •' • 901.6.1 Standards. Fire protection sysie ms shall be inspected, tested and maintained in accordance with the referenced standards listed in Table 901.6.1 and Câ4for- nia Code of Regulations, Title 19, DivisiOh 1, Chapters 3 and 5. ' [California Code of Regulations, Title 19, 'Division 'I, §904.1(a)/Inspection Requirements. A license shall not be required to perform inspections. Inspections may be conducted by any person designated by the building owner or occupant who has developed competence through training and experience. . [California Code of Regulations, Title 19, Division 1, §904.2(g,)J Testing and Maintenance Requirements. (g) Prior to activating any fire alarm component of an automatic fire extinguishing system, the licensee shall insure that the licensee is capable of restoring the fire alarm system. LHREPROTECTI ON SYSTEM MAftTE NANCE STAN DARDSJ SYSTEM, .',, , STANDARD P( /f I tire Nil_Il] hj I 7I1 (It liii / P Carbon dioxide fire-extinguishing system . NFPA 12 Halon 1301 fire-extinguishing systems 'NFPA 12A Dry-chemical extinguishing systems - . NFPA-17- Wet-chemical extinguishing systems , NFPA:l 7A it r AL [IL 1! N 11th Li n r, T c ,hI,ILh1[L\IcfIl[. '1' NII'\72 Ill Ii i,It F \ 04 Water-mist systems NFPA 750 Clean-agent extinguishing systems NFPA. 2001 901.6.2 Records. Records of all system 'inspections, tests and maintenance required by the referenced standards shall be maintained. . S [California Code of Regulations, Title ]?,.,Division 1, §904.1 (b)/ Inspection Requirements. Records of all inspections shall be retained on the' premises by the building or system owner for a period of five years after the next required inspection. [California Code of Regulations, Title 19, Division 1, §904.2(c)] Testing and Maintenance Requirements. Records of all testing and maintenance shall be retained on the premises by the building or system owner for a period offive years after the next required test or maintenance. [California Code of Regulations, Title 19, Division 1, §904.26j)] Testing and Maintenance Requirements. 0) It is the responsibility of the contractor, company or licensee to provide a written report of the test and mainte- nance results to the building owner and the local fire authority having jurisdiction at the completion of the test- ing and maintenance. 901.6.2.1 Records information. Initial records shall include the name of the installation contractor, type of components installed, manufacturer of the components, location and number of components installed per floor. Records shall also include the manufacturers' operation and maintenance instruction manuals. Such records shall be maintained for the life of the installation. - 901.7 Systems out of service. Where a required fire protec- tion system is out of service, the fire department and the fire code official shall be notified immediately and, where required by the fire code official, the building shall be either evacuated or an approved fire watch shall be provided for all occupants left unprotected by the shutdown until the fire pro- tection system has been returned to service. Where utilized, fire watches shall be provided with not less than one approved means for notification of the fire department and their only duty shall be to perform constant patrols of the protected premises and keep watch for fires. [California Code of Regulations, Title 19, Division 1, §904.1(c)/ Inspection Requirements. The owner or occupant shall promptly correct or, repair deficiencies, damaged parts, or impairments found while performing the inspection, test, and maintenance requirements of this standard. Recalled products shall be replaced or remedied. Such replacement or remedial product shall be installed in accordance with the listing requirements, the manufacturers instructions and the appropriate NFPA installation standards. A recalled product is ci product subject to a statute or administrative regulation specifically requiring the manufacturer, importer, distributor, wholesaler, or retailer of a product, or any combination of such entities, to recall the product,' or a product voluntarily recalled by a combination of such entities. ' fCalzfornia Code of Regulations, Title 19, Division 1, §904.2(d)/ 'Testing and Maintenance Requirements. The building or system owner shall insure immediate - correction of any deficiencies noted during the service. A tag or label shall be affixed to a system only after all defi- ciencies have been corrected. The owner or occupant shall promptly correct or repair deficiencies, damaged parts, or impairments found while performing the inspection, test, and maintenance requirements of this standard. Recalled products shall be replaced or remedied. Such replacement I I I I [Ti 1 - 2016 CALIFORNIA FIRE CODE ' .. . ' 141 Copyright C 2016 CA BSC. ALL RIGHTS RESERVED, Accessed by Ellie Ktushruckneroo Dec 19,20166543O AM pursuant to Liccote Agreement with CA BSC, No further I1uJkMIL'J'J 4jIJIJ It'll reproduction or distribution tuthorieed. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE" LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES TIIEREUNDER, S I I Ii I ATTACHMENT #15 a FLUE SPACES I, El i I I I I I I HIGH-PILED COMBUSTIBLE STORAGE 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's ' hall extend from floor to ceiling. Rack structural supports nd 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- 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 California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour,fire protection rating. The design and installation of the autothatic sprinkler system and other applicable fire protectiàn,shallbe in accordance with the California Building Code and NFPA 13. .• 3207.2.1 Shelf storage. Shelf storage greater-tha'n J2 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 rIianner 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 California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the California 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: 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. 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. 208 3Fh,e p i 1-1 61_r p t Ii hr H ovldCd In irror dnuc rih I ihic krL1uircd 11tic cp Icrc Ii iii he in tin 1tiiicd. . 4 3208 .3.1 I lue sp nt protection. i\,hcie ie,1Uir(2d hr the ii rr code oflir iii ii fir rcr r uitc U hr 1 bk ill U uhic or mullipir rorc r irk- ins 111360nr V clihL r1tpr I itli pp0cd d \i tO p1 lcd Ilk rr(]nircd lu dpi td di lr h Irrirr hill not hr Irinorri or inodil rd 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 376 ,-... 2016 CALIFORNIA FIRE CODE I I1IjI I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION ISA VIOLATION OF THE FEDERAL COPYRIGHT ACFANDTHE Copyright 111, is CA BSC. ALL RIGHTS RESERVED. Accessed by Rum Kbosbrockncr on Dec 9. 2019 95030 AM pursuant to License Agreensent with CA BSC. No lurlMr LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I I I I I I I combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fireprotection features and fire department access, where required by the fire code offi- cial. It HIGH-PILED COMBUSTIBLE STORAGE 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 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 SECTION 3209 with automated rack storage shall be provided with a manu- AUTOMATED STORAGE ally activated emergency shutdown switch for use by emer- gency personnel. The switch shall le clearly identified and 3209.1 General. Automated storage shall be in accordance shall be in a location approved by the fire chief with this section. 3209.2 Automatic sprinklers. Where automatic sprinklers are required by Table 3206.2, the building shall be equipped SECTION 3210 throughout with an approved automatic sprinkler system in SPECIALTY STORAGE accordance with Section 903.3.1.1: . . 3210.1 General. Records storage facilities used for the rack 3209.3 Carousel storage. High-piled storage areas having or shelf storage of combustible paper records greater than 12 greater than 500 square feet (46 m2) of carousel storage shall . feet (3658 mm) in height shall be in accordance with Sections be provided with automatic shutdown in accordance with one 3206 and 3208 and NFPA 13. Palletized storage of records of the following: shall be in accordance with Section 3207. 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. . 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. . TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE AUTOMATIC SPRINKLER SPRINKLER AT THE CEILING WITH OR WITHOUT MINIruM IN-RACK SPRINKLERS IN-RACK SPRINKLERS NONSPRINKLERED RACK PROTECTION AT EVERY TIER CONFIGURATION ---- 5 f eet > 25 feet Any height Any height Storage height Option 1 Option 2 incht:, 11 Not Applicable 3 inches Not Required Not Required iii it ILL \LI L lULL Lj) I \.ruL i]I I I iu I I c1d, Not Applicable Yes Not Applicable Not Required I ILL_ILULIlIL LI iluL JCL 1 I tIlrL I j Not Applicable Not Required Not Required Not Required ILLIL 3 inches 3 inches Not Required Not Required LIL r 10 r Ii LLL ILL \l1IL i I II ) u UI r L II] I N I U /4111 U Not Required Yes Not Applicable Not Required I LLOLLLLL 11111 Ilti [LLL VRL4LIII 1 6 inches 6 inches __ Not Required Not Required / o indic,Not Applicable 6 inches Not Required Not Required \ILLII ILL LI LI LII OLLI / 11 1 L LIII LI IL ill LU (lIft [1 I ILL LII\ Not Applicable Yes Not Applicable Not Required Not Applicable Not Required Not Required Not Required IL IL It[ LLILLL LI flu I ILL ' Ii\LL]uLrLL/ For UI I Iin, h=2ft4 mm I loot = 304 mm / L± IdOd ni[L I Mb - - 2016 CALIFORNIA FIRE CODE - . ..377 Copyright©mncCA BSC. ALL RIGHTS RESERVED. Accessed hyEllie Kb*sbrotkneronDec 19,2016 6I54I30 AM porsowtto License Agreement with CA BSC. No further - reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE - LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES TIIERIIUNDER. ATTACHMENT #16 HOSE CONNECTIONS I 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the California 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-hour fire barriers con- structed in accordance with Section 707 of the Califor- nia Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire 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 accor- dance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected 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. 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. HIGH-PILED COMBUSTIBLE STORAGE 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. 3206.6.13 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. 20 File tkp u lint nt liut conrItcIohIs \\ her 'u1 arc ;- cqu ircc] k [1 C ( 11/1101 ,iz j Pli I III ( J foi Lis,, I Sl illdplpL '\ ftflI Ii ill h. pro Uk (1 I II d fflL itli dccor- 1)cctwn 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 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: I. 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 I I I D I [1 I I I I I I. 2016 CALIFORNIA FIRE CODE . 375 I i] i1IJ coltriht 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klnusbrssckncr on Dec 19,20166:54:30 AM pursuant to License Agreement with CA BSC. No further reitroduetion or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION or THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJEcTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I I 1 I ATTACHMENT #17 1 MEANS OF EGRESS i I I I I I I I I I I 1005.3.1 Stairways. The capacity, in inches, of means of egress stairways shall be calculated by multiplying the occupant load served by such stairways by a means of egress capacity factor of 0.3 inch (7.6 mm) per occupant. Where stairways serve more than one story, only the occu- pant load of each story considered individually shall be used in calculating the required capacity of the stairways serving that story. Exceptions: For other than Group H and 1-2 occupancies, the capacity, in inches, of means of egress stairways shall be calculated by multiplying the occupant load served by such stairways by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accor- dance 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. Facilities with smoke-protected assembly seating shall be permitted to use the capacity factors in Table 1029.6.2 indicated for stepped aisles for exit access or exit stairways where the entire path for means of egress from the seating to the exit discharge is provided with a smoke control sys- tem complying with Section 909. Facilities with outdoor smoke-protected assem- bly seating shall be permitted to the capacity fac- tors in Section 1029.6.3 indicated for stepped aisles for exit access or exit stairways where the entire path for means of egress from the seating to the exit discharge is open to the outdoors. For Group H-I, H-2, H3 and 11-4 occupancies the total width of means of egress in inches (mm) shall not be less than the total occupant load served by the means of egress multiplied by 0. 7 inches (7.62 mm) per occupant. For rooms or spaces used for assembly purposes ithout smoke protection see Section 102 1005.3.2 01 h r eLress €oflIinu€ nt h l t\ ID ol n n CoIIII)onclItF olhu iii in \tall WI\S shai]be uiIcnIad h n1LJ1 Ii[)1\ 111L, VIC ftad nd h uh umpontii[ h\ i flJi1 I C111 It I t i I (I 2 iiih 15 I inn uii in Exceptions: 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. MEANS OF EGRESS 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. Facilities with outdoor smoke-protected assem- bly seating shall be permitted to the capacity fac- tors 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 dis- charge is open to the outdoors. For Group H-I, H-2, H-3 and H-4 occupancies the total width of means of egress in inches (mm) shall not be less than the total occupant load served by the means of egress multiplied by 0.4 inches (5.08 mm) per occupant. Means of egress complying with Section 1029. 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 the means 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 mm). Doors in any position shall not reduce the required width by more than one-half. Exceptions: 1. In other than Group 1-2 occupancies, surface- mounted latch release hardware shall be exempt from inclusion in the 7-inch maximum (178 mm) encroachment where both of the following condi- tions 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; and I I I I I I I I I I [ 1 I 1 I, I 2016 CALIFORNIA BUILDING CODE '365 Iq1 • ' i 1 1 Copyright © 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kloosbrswkneron Dee is, 20166:54:30 AM pursuant to License Agreement with CA BSC. No further I k i k A g J reproduction ordisir:botioo authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJEcTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. MEANS OF EGRESS I I - TABLE 10062.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY r OCCUPANCY MAXIMUM OCCUPANT LOAD OF SPACE MAXIMUM COMMON PATH OF EGRESS TRAVELDIS.TAUCF lfet) Without Sprinkler System (feet) With Sprinkler System feel) Occupant Load 01-:5 30 OL>30 \ L. \1 75 75 /11 10 - 100 75 H- 1, H-2, H-3 3 NP NP 25" H-4, H-S 10 NP NP 75" 1-2", 1-2.1,14 10 NP NP 75° 1-3 10 NP NP 1001 R-1 10 NP NP 75°. R-2 10 NP NP 125° R-2.1 10 NP NP 75 R-3', R-3.1' 10 NP NP 125° R-4° 10 NP NP 125° inn __________ U 49 100 75 75' L See Section 453.6.1 For ST: I foot= 304.8 mm. NP = Not Permitted. 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. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5. For a room or space used for assembly purposes having fixed seating, see Section 1029.8. For the travel distance limitations in Group 1-2 or 1-2.1, see Section 407.4. 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. The length of common path of egress travel distance ins Group S-2 open parking garage shall be not more than 100 feet. For the travel distance limitations in Group R-3 and R-4 equipped throughout with an auton,otic sprinkler system in accordance with Section 903.3.1.3, see Section 1006.2.2.6. For holding cells, see Section 408.3.1/. I I, '<I I I I ** 1006.2.2.5 Vehicular ramps. Vehicular ramps shall not be considered as an exit access ramp unless pedes- trian facilities are provided. 1006.2.2.6 Group R-3 and R-4. Where Group R-3 occupancies are permitted by Section 903.2.8 to be protected by an automatic sprinkler system installed in accordance with Sec/ion 903.3.1.3, the exit access travel distance for Group R-3 shall not be more than 125 feet. Where Group R-4 occupancies are permitted by Section 903.2.8 to be protected by an automatic sprinkler system installed in accordance with Section 903.3.1.3, the exit access travel distance for Group R-4 shall not be more than 75 feet. 1006.2.2.7 Large family day-care home. Every story or basement of a large family day-care home shall be pro- vided with two exits which are remotely located front each other. Evemy required exit shall be of a size to per- mit the installation of a door not less than 32 inches (813 mm) in clear width and not less than 6 feet 8 inches (2,032 mm) in height. A manually operated hori- zontal sliding door may be used as one of the two required exits. 1 I 1 I I I I Where basements are used for day-care purposes, one of the two required exits shall provide access directly to the exterior without entering the first story. The second exit from the basement may either pass through the story above or exit directly to the exterior. Rooms used for day-care purposes shall not be located above the first story. Exception: Buildings equipped with an automatic sprinkler system throughout and which have at least one of the required exits providing access directly to the exterior. NFPA .13R may be used in large family day-care homes. The sprinkler omissions of NFPA 13R shall not apply unless approved by the enforc- ing agency. Exit doors, including manually operated horizontal sliding doors, shall be openable fi'om the inside without use of a key or any special knowledge or effort. Tables 1006 3.2(1) and 1006.3.2 (2) are not applica- ble to this occupancy classification. 2016 CALIFORNIA BUILDING CODE . . . 367 I] 11jJ 1W repoduciion VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kiuosbrnrk,,cr on Dec is. 20166:54:30 uun 53O AM porsi to License Agreement with CA BSC. No further or distribution uothorired. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I MEANS OF EGRESS I, I II additional requirements for occupancies in Group 1-2 or I- 2.1, see Section 407. 1016.2.2 Basement exits in Group 1-2 occupancies. For 1* 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 I with this section. 1017.2 Limitations. Exit access travel distance shall not exceed the values given in Table 1017.2. I 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 I 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. I: 1017.2.2 Group F-I and S-I increase. The maximum exit access travel distance shall be 400 feet (122 m) in Group F-I or S-I occupancies where all of the following conditions are met: I. I. The portion of the building classified as Group F-I or S-I 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 'I (7315 mm). The building is equipped throughout with an auto- matic sprinkler system in accordance with Section I 903.3.1.1. 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 I egress travel to the entrance to an exit. Exception: In open parking garages, exit access travel dis- tance is permitted to be measured to the closest riser of an I- exit access stairway or the closest slope of an exit access ramp. 1017.3.1 Exit access stairways and ramps. Travel dis- I 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 I stair and landings. The measurement along ramps shall be made on the walking surface in the center of the ramp and landings. I SECTION 1018 AISLES 1018.1 General. Aisles and aisle accessways serving as a I 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 the exit access that contain seats, tables, furnishings, displays I -- - - TABLE 1017.2 - EXIT ACCES,,S TRAVEL- DISTANCE WITHOUT -- OCCUPANCY SPRINKLER SYSTEM - - - - (feet) 260' VITh .- gSPRINKLER sysTEr, (feet) - - - - Not Permitted -- L. - 200 -- F-2, S-2, U 300 400' H-I Not Permitted 75d H-2 Not Permitted 1001 H-3 Not Permitted 1501 H-4 Not Permitted 175" H-5 Not Permitted 200' 1-2, 1-2.1, 1-3', 1-4 Not Permitted 200' - L Not Permitted - 200' For SI: I foot = 304.8 mm. 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 1-2 or 1-2.1. Section 408.3.10: For increased limitation in Group 1-3 Sections 408.6.1 and 408.8.1: For the distance limitations in Group 1-3. Section 411.4: For the distance limitation in special amusement buildings. Section 412:7: For the distance limitations in aircraft manufacturing facilities. Section 1017.2.2: For increased limitation in Groups F-I and S-I. 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-i and S-I. Section 1029.7: For increased limitation in assembly seating. Section 3103.4: For temporary structures. Section 3104.9: For pedestrian walkways. 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. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5.1. Group R-3 and R-4 buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.3. See Section - 903.2.8 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.3. f Not permitted in nonsprinkiered Group 1-3 occupancies. 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. [DSA-AC] In addition to the requirements of this section, means of egress, which provide access to, or egress frotn, 392 2016 CALIFORNIA BUILDING CODE I _i] Copyright 0 zoi CA RSc. ALL RIGHTS RESERVED. .Accessed by Ellie Kloosbruckncron Dec 19,20166:54:30 AM porslwni In LiccnscAgrccmcnt with CA BSC. No further reproduction or distribution oothoriwd. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION is VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. MEANS OF EGRESS I I means of egress doors opening directly to the exte- rior. Exterior doors specified in thisexception are required to be at ground level. . A fire-resistance rating is not required for corridors contained within a dwelling unit or sleeping unit in an occupancy in Group R. A fire-resistance rating is not required for corridors in open parking garages. - A fire-resistance rating is not required for corridors in an occupancy in Group B that is a space requiring only a single means of egress complying with Sec- tion 1006.2. Corridors adjacent to the exterior walls of buildings shall be permitted to have unprotected bpenings on unrated exterior walls where unrated walls are per- mitted by Table 602 and unprotected openings are permitted by Table 705.8. A fire-resistance rating is not required for corridors within suites in a Group 1-2 or 1-2.1 constructed in accordance with Section 407.4.4.5 or 407.4.4.6.' TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING REQUIRED FIRE-RESISTANCE OCCUPANT RATING (hours) OCCUPANCY LOAD SERVED Without With sprinkler BY CORRIDOR sprinkler system system' H- 1, H-2, H-3 All Not Permitted H-4, .H-5; L Greater than 30 Not Permitted . I A', B, F, M, S, U Greater than 30 1 0 R-1 R-2, R-3, Greater than 10 d 1 - -. R-3. 1, R-4 1-2°, 1-2.1, 1-4 Greater than 6 Not Permitted I 1-3, R-2. I Greater than 6 Not Permitted '4 b E Greater than 10 1 For requirements for occupancies in Group 1-2 and 1-2./ice Sections 407.2 and 407.3. . I For a reduction in the fire-resistance rating for occupancies in Gr6ip1-3, see Sections 408.1.2 and 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. Group R-3 and R-4 buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.3. See Section 903.2.8 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3. 1.3. ISFM] See Section 1029. 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 12 occupancies, corridors are not required to have a clear width of 96inches (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. 1020.3 Obstruction. The minimum width or required capac- ity of corridors shall be unobstructed. Exception: Encroachments complying with Section 1005.7. TABLE 1020.2 MINIMUM CORRIDOR WiDTH OCCUPANCY MINIMUM WIDTH (inches) Any facilities not listed below . 44 Access to and utilization of mechanical, - 24 plumbing or electrical systems or equipment With a required occupancy capacity less than 50 36 Within a dwelling unit 36 In Group E with a corridor having a required 72 capacity of 100 or more In corridors and areas serving stretcher traffic 72 in ambulatory care facilities Group 1-2 in areas where required for bed 96 movement Corridors in Group 1-2 and 1-3 occupancies serving any area caring for one or more 96 nonambulatory persons. For SI: 1 inch = 25.4 mm. 1F 1 " -r"r'. = T- 102O 4 F)ead.t.dds \\1u i C mn L than UUL .. it nr L\lt jt.nt. dcnrs a is rqu ir d the L \ it s ss sh 11 bL ri InLd ush h t ilu are m d id Lnd m rridii ni th m 2IJ ft LI (0006 tim) iii ku_ut ) .. ............ — 1. In occupancies in Group 1-3 of Condition 2, 3 or 4, the dead end in a corridor shall not exceed 50 feet 2 lit )LL1.il [IiClL5 iii ( unnp H I I si I 1 P I" R-4 itid I \I1LrL i]IL bLiildin_ I ItUrrLd till nu_h iit s ih all tnt in IUL spririhier s (rnt ri ILLOrd3i1Lr \ith hLLiuJii 10 I 1 the kn_Ihoi the,: L nrrirloi \It ill lint \LLI.d i kut I 240 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: 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, and janitor closets, shall be permit- < ted, provided that each such corridor is directly sup- I I I I I n U I I -I I I I I I 1 394 2016 CALIFORNIA BUILDING CODE H a 'Copyright 02016 CA RSC. ALL RIGHTS RESERVED. Accessed by Ellie kloosbruokoeroo Doc 19,20166:54:30 AM por000nl to License Agrccnrcnl ,.f,II, CA BSC. No further k & I I reproduction or distributionauthorized.: ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGRttMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I P H I I , I I ATTACHMENT #18 I OCCUPANCY SEPARATION I I I I I I I I I GENERAL BUILDING HEIGHTS AND AREAS TABLE 508.4 EcIUIRED SEPARATION OF OCCUPANCIES (HOURS)J EMEMEME - MEMO .IIIu.IuggguIIuui=giII: S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 NS throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. 91 qu tic r NP = Not permitted. a See Section 420. The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but to not less than 1 hour. See Section 406.3.4. Separation is not required between occupancies of the same classification. [SFM] Group land F] occupancies and Group R-2.1 and F-i occupancies shall have a 3 hour separation. f [SFM] Commercial kitchens not associated with cafeterias and similar dining facilities in Group 1-2 and Group R-2.1 shall have a 2-hour separation and shall be protected by an automatic sprinkler system. 1.1 508.4.3 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 permitted by Section 510 shall permit 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. 509.2 Occupancy classification. Incidental uses shall not be individually classified in accordance with Section 302.1. Incidental uses shall be included in the building occupancies within which they are located. 509.3 Area limitations. The aggregale floor area ofinciden- tal uses shall not occupy more than 10 percent of the building area of the story in which they are located. 509.4 Separation and protection. The incidental uses listed in Table 509 shall be separated from the remainder of the building or equipped with an automatic sprinkler system, or both, in accordance with the provisions of that table. 509.4.1 Separation. Where Table 509 specifies a fire- resistance-rated separation, the incidental uses shall be separated from the remainder of the building by a fire bar- rier constructed in accordance with Section 707 or a hori- zontal assembly constructed in accordance 'with Section 2016 CALIFORNIA BUILDING CODE . . ' 187 ii 1111JJ I Copyright © 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellir Kloosbnickncron Dcc 19, 2016 6:54 AM porsoont to Liccnsr Agrrrtornt with CA BSC. No furthcr reproduction or distribution uothorizcd. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT #19 SEPARATION OF STORAGE AREAS HIGH-PILED COMBUSTIBLE STORAGE I I 3206.3.1 Separation from other uses. Mixed-occupan- cies shall be separated in accordance with the California Building Code. 3206.3.2 Multiple high-piled storage areas. Multiple high-piled storage areas shall be in accordance with 8ec- tion3206.3 .2.1 or 3206.3.2.2. - -- -- 3206 3 2 1 rtg lbs it_t s it Ill ii I piled tis13s irs ssithin i huildin HI! he iissd fl-,r the plisHoii 01 I ahle 2062 isss susli srsils arc . r ilsd Iroin cash other Hs 1-hour I us harris Is son i 0515 d n Js LL)rdjulss mill Section 7/o7 vfths ( L1I1ILP n iLl psnin iii SULh lift hiunsrs shill he )t std b spruiin.. ustsctisss luiuui. i I houu L rriftsuui ii 3206.3.2.2 Multiclass high-piled storage areas. High- piled storage areas classified as Class 1 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, I-hour fire barriers shall be constructed in accor- dance with Section 707 of the California Building Code. Openings in such fire barriersshall be protected 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. 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. 3206.6J.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). 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 California 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 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: I. 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 21500 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 highhazard commodities, are protected by a sprinkler system designed for multiple-row racks of I 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. 2016 CALIFORNIA FIRE CODE . . 375 Copyright © 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbrocknor on Dec 19,20166:54:30 AM pursuant to License Agreement with CA BSC. No further reproduction or disc ribution authorized. ANY UNAUTHORIZED REPRODUCTION 015 DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. SAN DIEGO REGIONAL '3j HAZARDOUS MATERIALS . QUESTIONNAIRE RECORD lD#PO1I PLANCHECK# IDE 2oI-1v—)cj51g b CiS I 7 ' 5 BP DATE 1. / Business Name Business Contact Telephone # - NM Electronics, Inc. Ron Bethurum 858-535-6187 Project Address City Slate Zip Code APN# 2848 Whiptail Loop E Carlsbad CA 92010 Mailing dress Ad Stowe Dr 14,i City Poway State CA Zip Code 92064 # Plan Fil,i Project Contact Ron Bethurum Applicant E-mail Telephone # ronb@hrne.com 858-535-6187 The Inc following questions represent the facility's activities, NOT the specific project description. - Diego): incicate oy circirng me item, wnerner your ousiness wilt use, process, or store any or me tollowing flazardi applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (Including proposed project): 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 2[eompressed Gases 6. Oxidizers 10. Cryogenics 3Iammable/CombustibteLiquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 4._kammatite_onas 8. Unstable Reactives 12. Radloactives Call (858) 505-6700 prior to the issuance of building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 0 Is your business listed on the reverse side of this form? (check all that apply). 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 Will your business store or handle Hazardous Substances In quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? . 0 Will your business store or handle carcinogens/reproductive toxins in any quantity? j 0 Will your business use an existing or install an underground storage tank? — 0 Will your business store or handle Regulated Substances (CatARP)? 0 1 Will your business use or install a Hazardous Waste Tank System (hue 22. Article 10)? 0 Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1.320 gallons? (California's Aboveground Petroleum Storage Act). PART Ill. SAN DIEGOCOUNTY AIR POLLUTION CONTROLDISTRICT(APCD): My YES answer requires a stamp from APCD 10124 Old Grove Road. San Diego, CA 92131 ppcdc9mpsdcountv.ca.gov (858) 586-2650). [*No stamp required if 01 Yes @r4 03 Yes and 04-Q6 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not Identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property: single buildings with more than four dwelling units: townhomes: condos: mixed-commercial use: deliberate bums: residences forming part of larger project. ['Excludes garages & small oulbuildtngs.j YES NO 0 Will the project disturb 160 square feet or more of existing building materials? 0 Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD lactstieet (w%wI,sdppcd.orgTpnfp/tpclslpermiis.pdl) for typical equipment requiring an APCO permit. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary -- Briefly describe business activities: Briefly describe proposed project: Communication Equipment Manufacture I_4sek_ttp I declare under penalty of perjury that to the best of my knowledge and belier thc iésponses Iade heyéin ac true and correct. RonBethurum 9 /12/2017 Name of Owner or Authorized Agent Sg; ature o.iier or Aulhonzeci Mgent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICAL USE ONLY: BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASEDFOR al/!LlNGPERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY couNly-HMD APCD OONTiQbtf.D 'A APCD COUNTY-HMD APCD REVIEWED i At iviemenaus uusiness Flan. Ulner permitting requirements may still apply. HM-9171 (08115) County of San Diego — DEH - Hazardous Materials Division any or the items are circled A I- 06 Corrosives Other Health Hazards None of These. ili4 111 ,ct 'J% answer to any of the D, CA 92123. 0 CalARP Exempt Date Initials 0 CalARP Required Dale Initials 0 CaIARP Coniple:e Dale Initials INDUSTRIAL W/kS EViATF< DOSCHARGE PERMIT SCREENN SURVEY Date9-12-17 Business Name HM Electronics, Inc. Street Address 2848 Wh iptai I LoopE. Email Address ronb@hme.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXFMP I (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at YOUI facility: Acid Cleaning VAss em bly Automotive Repair Battery Manufacturing Biofuel Manufacturing Biotech Laboratory Bulk Chemical Storage Car Wash Chemical Manufacturing Chemical Purification Dry Cleaning '/Electrical Component Manufacturing Fertilizer ManufactLlring Film /X-ray Processing Food Processing Glass Manufacturing Industrial Laundry SIC Code(s) (if known) Ink Manufacturing Lahorator' V'IVlI(:hiruOq / k4ilng '/Manufactui ng Membrane Mani faicturing (i.e. water filter membranes) Metal Casting / Forming Metal Fabrication Metal Finishing F eCtropialing Eiectroless plating Anodizing Coating (i.e. phosphating) Chemical Etching / Milling V'Printed Circuit Board Manufacturing Metal Powders Forming 335310 Nutritional Supplement! Vitamin Manufacturing Painting /Finishing I Paint Manufacturing Al Personal Care Products Manufacturing Pesticide Manufacturing/ Packaging Pharmaceutical Manufacturing (including precursors) < o Porcelain Enameling w 11) Power Generation ) - Print Shop Research and Development F- Rubber Manufacturing w c Semiconductor Manufacturin >. Soap/ Detergent Manufacturing 0 Ln Waste Treatment! Storage Brief description of business activities (Production / nuactuing Operations): Communication equipment production and manufacturing. Description of operations generating wu;hwaier (discharged to sewer, hauled or evaporated): We have one CNC Milling Lathe which mills alluminum plates. Estimated volume of industrial wastewater to be discharged (gal / day): 1 gallon I Day List hazardous wastes generated (type I volume): High Aicalyne solution (soapy water) used to lubricate the cutting head on the Milling Lathe Date operation began/or will begin at this location: December 22nd 2017 l-lave you aoIied for a Wastewater Discharge Priy from the Ericina Wastewater Authority? Yes NoJ If Yes, when: Site Contact Ron Bethurum TitleFacilities Manager Signature .,_ - .--- Phone No. 858-535-6187 ENCINA ATHC -n'. 2C i .:i,d: Ecinus Carlsbad, CA 92011 (760) 438-3941 FAX 780) 476-9852 (ityof Carlsbad Print Date: 12/17/2018 Permit No: PREV2018-0113 Job Address: 2848 Whiptail Loop Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Closed - Finaled Parcel No: 2091202100 Lot #: Applied: 04/25/2018 Valuation: $0.00 Reference #: . Issued: 05/09/2018 Occupancy Group: Construction Type Permit 12/17/2018 Finaled: U Dwelling Units: Bathrooms: Inspector: AKrog Bedrooms: Orig. Plan Check U: CBC2017-0551 Final Plan Check U: Inspection: Project Title: Description: HME: ADD 12 BAYS OF STORAGE RACK Applicant: Owner: -JIM MACK CARLSBAD OAKS PARTNERS LLC 14110 Stowe Dr 858-455-5800 - POWAY, CA 92064 FEE AMOUNT BUILDING PLAN CHECK ADMIN FEE $35.00 FIRE Expedited Plan Review Per Hour - Office Hours . $132.00 MANUAL BUILDING PLAN CHECK FEE . $196.88 Total Fees: $ 363.88 Totl Payments To Date: $ 363.88 Balance Due: $o.00 Building Division 1635 Faraday Avenue, Carlsbad-CA 92008-7314 I 760-602-2700 760-602-8560 f www.carlsbadca.gov PLAN CHECK REVISION OR Development Services TCitY of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov Original Plan Check Plan Revision Number i-f O//3 .- , Project Address General Scope of Revision/Deferred Submittal: /91)J1/,V& /2 CONTACT INFORMATION: Name cJ//t.4 / /,9c: Phone 8s8-g Fax9~2' 75 31 Address_________ City zip ?2191 Email Address Z9c/a? c7,c9w,è C p, Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Plans LI Calculations LI Soils LI Energy LI Other 2. Describe revisions in detail 3. List page(s) where each revision is shown /Q2p62 /23A 1,øAj ,4cL '2"/' /7-/992 ,4Zb rZ r21e'A Z4616 Does this revision, in any way, alter the exterior of the project? LI Yes No Does this revision add ANY new floor area(s)? LI Yes No Does this revision affect any fire related issues? LI Yes X No Is this a complete set? 0 Yes LI No Signature Date 1635 Faraday Avenue, Carlsbad, CA 92008 t: 760-602- 2719 f: 760-602-8558 Email: building@carisbadca.gov www.carlsbadca.gov EsGil A SAFEbuI1tCompany DATE: 5/3/2018 LI APPLICANT LI#J URIS. JURISDICTION:,.,CityofCarlsbad PLAN CHECK #.: CBC2017-0551.rev(PREV2018-0113) SET: I PROJECT ADDRESS: 2848 Whiptail Loop PROJECT NAME: Storage Racks for HM Electronics The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. . The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted. Telephone #: Date contacted: b Email: Mail Telephone Fax Person REMARKS: By. David Yao Enclosures: approved plan EsGil 4/26/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 El Structural _.., 1 City of carlsbad CBC20 17-0551. rev(PREV2O 18-0113) 5/3/2018 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2017- 055 1.rev(PREV2018-0113) PREPARED BY: David Yao DATE: 5/3/2018 BUILDING ADDRESS: 2848 Whiptail Loop BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) racks Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1cb 1By Ordinance j Bldg. Permit Fee by Ordinance Jv I Plan Check Fee by Ordinance Type of Review: El Complete Review El Repetitive Fee El Other Repeats El Hourly EsGil Fee * Based on hourly rate 1.5 Hrs.@* $105.00 I . $157.501 Comments: Sheet of L MATERIAL HANDLING EN-GIN ERING F1 14* SPECIAL PRODUCTS CONVEYORS STORAGE RACKS OTHER SERVICES SHELVING SPECIAL PRODUCTS TANK SUPPORTS TALL SUPPORTS SELECTIVE SEISMIC ANALYSIS METAL SHUTTLES MACHINERY HEADER STEEL DRIVE-IN PERMIT ACQUISITION METAL/WOOD VLM RACKBLDGS SORT PLATFORMS PUSH BACK EGRESS PLANS MOVABLE CAROUSELS SHEDS PICK MODULES FLOW RACK STATE APPROVALS GONDOLAS VRC MEZZANINES ROOF VERIFICATION CANTILEVER PRODUCT TESTING LOCKERS MODULAROFFICES FOOTINGS CATWALKS FENCES Licensed in 50 States Analysis of S orage Racks age - for Ra IIM Electronics 2848 Whiptail Loop, Carlsbad, CA 92010 Job No. 17-1990 - Approved by: Sal E. Feen,PE oo F AN No. C25969 01 rn CC 01 OFC EXPIRES DEC 3121g 1130 E. Cypress St * Covina, CA 91724 * (909) 869-098 MATERIAL HANDLIN1RERING EST. 1985 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 1 CALCULATED BY: ysun DATE: 4/11/2018 TEL:(909)869-0989 PROJIECT#: 20170926 22 §11 bzmfic 11 MATERIAL HANDLINGENGINERING EST. 1985 TEL:(909)869-0989 I hO b. LYl'KtSS b I, LUVIPIA, LA Y1114 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 2 CALCULATED BY: ysun DATE: 4/11/2018 PROJECT#: 20170926 22 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 Column Base Plate Anchors Bracing Beam TRIBUTARY AREA 1LJTJ TRANSVERSE LONGITUDINAL NOTE: ACTUAL CONFIGURATION SHOWN ON COMPONENTS & SPECIFICATIONS SHEET (Th (.SEIZMIC d:Th ' MATERIAL HANDLING ENGINEERING EST 1985 - TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 3 CALCULATED BY: ysun DATE: 4/11/2018 PROJECTI: 20170926_22 COMPONENTS AND SPECIFICATIONS Configuration I: Typical H 1.2 Analysis per section 2209 of the 2016 CBC Levels: 8 Panels: 4 Load per Level S = 1.03 F = 1.09 J= I V = 308 lbs. F, = 2500 lbs. = 0.4 F = 1.6 SDC = D = 677 lbs. = 2913 lbs. 16, 300 lbs 7 300 lbs - " 1 300 lbs f 2100 lbs 48" 192 f_.. 300 lbs .f.. - 300 lbs 48" - _J1 300 lbs - 300 lbs 96" '. FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN Level 1+ Level 1+ 3 x 3 -.075 (IC3014) 3 x 2.75 - 0.075 (30140) 3 Pin 2" cc Connector Steel = 55000 psi Steel = 55 ksi Max Static Cap. = 3604 lb. Stress = 6% Stress = 24% (level 1) Stress = 11% HORIZONTAL BRACE Level 5 1.50 x 1.50 x 0.25 -0.06 5x 2.75 - 0.075 (50140) LeveI5 Stress = 9% (panel 1) Steel = 55 ksi Max Static Cap. = 8664 lb. 4 Pin 2" cc Connector Stress =25% Stress = 5% DIAGONAL BRACE 1.50 x 1.50 x 0.25 -0.06 Level 6+ Stress = 38% (panel 2) 3 x 2.75 - 0.075 (30140) Level 6+ Steel = 55 ksi Max Static Cap. = 3604 lb. 3 Pin 2" cc Connector Stress =11% Stress =4% Max stress = 25% (level 5) Max stress = 9% (level 2) Base Plate Slab & Soil Anchors Steel = 36000 psi 8 in. x 5 in. x 0.38 in. 2 anchors/plate Slab = 6" x 4000 psi . Sub Grade Reaction = 50 pci Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.25 in. Mm. Embed. Moment = 616 in-lb. Stress = 4% Slab Bending Stress= 11% (S) Pullout Capacity = 2480 lbs. Shear Capacity = 2678 lbs. Anchor stress = 35% Catwalk loading 75psfx 8ft x 3fi = 1800 lbs Seizmic Analyzer version 20180410 Beta @ copyright 1991-2016 Seizmic Inc. All rights reserved MATERIAL HANDLIGENGINERING EST. 1585 TEL:(909)869-0989 10 F. CYPRF.SS ST COVINA CA 91724 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 4 CALCULATED BY: ysun DATE: 4/11/2018 PROJECT#: 20170926_22 COMPONENTS AND SPECIFICATIONS Configuration 2: Tunnel Adjacent to: Typical H 1.2 Analysis per section 2209 of the 2016 CBC Levels: 8 Panels: 4 Load per Level S = 1.03 F = 1.09 1= 1 V = 376 lbs. P 1. = 2500 lbs. = 0.4 F,= 1.6 SDC D = 677 lbs. P5 s = 2955 lbs. lbs Trans 300 300 lbs - 28" 128" 48" _f 300 lbs 2100 lbs - 48" 192" 48" 120" I" tq t-- L I - 96" FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN Level 5 Level 1+ 3 x 3 -.075 (IC3014) Steel = 55000 psi 5 x 2.75 - 0.075 (50140) Steel = 55 ksi Max Static Cap. = 8664 lb. 4 Pin 2" cc Connector Stress = 6% Stress = 24% (level 1) Stress = 25% HORIZONTAL BRACE Level 6+ 1.50 x 1.50 x 0.25 -0.06 3 x 2.75 - 0.075 (30140) Level6 Stress = 9% (panel 1) Steel = 55 ksi Max Static Cap. = 3604 lb. 3 Pin 2" cc Connector Stress1l% ' Stress =5% DIAGONAL BRACE 1.50 x 1.50 x 0.25 -0.06 Stress = 38% (panel 2) Max stress = 25% (level 5) Max stress = 6% (level 5) Base Plate . Slab & Soil Anchors Steel = 36000 psi 8 in. x 5 in. x 0.38 in. 2 anchors/plate Slab = 6" x 4000 psi Sub Grade Reaction = 50 pci Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 0.5 in. x 3.25 in. Mm. Embed. Moment = 752 in-lb. Stress = 4% Slab Bending Stress = 11% (5) Pullout Capacity = 2480 lbs. Shear Capacity = 2678 lbs. Anchor stress = 36% Catwalk loading 75psfx 8ftx 3ft 1800 lbs Seizmic Analyzer version 20180410 Beta © Copyright 1991-2016 Seizmic Inc. All rights reserved fSEIZMIC' MATERIAL HANDLING.ENGINE-RING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 5 CALCULATED BY: ysun DATE: 4/11/2018 PROJECT#: 2017092622 COMPONENTS AND SPECIFICATIONS Configuration 3: Landing End Bay H 1.2 Analysis per section 2209 of the 2016 CBC Levels: I Panels: 3 S = 1.03 F = 1.09 1= 1 = 0.4 F = 1.6 SDC = D V = 180 lbs. P, = 1862 lbs. = 471 lbs. = 2358 lbs. eism Load per Level 7350 lbs 120" 120 36" 147" 24" FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 1 6 x 2.75 - 0.090 (60130) 4 Pin 2' cc Connector 3 x 3 -.075 (IC3014) Steel = 55 ksi Max Static Cap. = 8368 lb. Stress = 10% Steel = 55000 psi Stress = 89% Stress = 38% (level 1) Max stress = 10% (level 1) HORIZONTAL BRACE Max stress = 89% (level 1) 1.50 x 1.50 x 0.25 -0.06 Stress = 6% (panel 1) DIAGONAL BRACE 1.50 x 1.50 x 0.25 -0.06 Stress _=_33%_ (panel _3) Base Plate Slab & Soil Anchors Steel = 36000 psi Slab = 6" x 4000 psi Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 8 in. x 5 in. x 0.38 in. 2 anchors/plate Sub Grade Reaction 50 pci 0.5 in. x 3.25 in. Mm. Embed. Moment= 5310 in-lb. Stress = 7% Slab Bending Stress = 7% (S) Pullout Capacity = 2480 lbs. Shear Capacity = 2678 lbs. Anchor stress = 71% Landing design loading 75psfx 12.25fi x 8ft = 7350 lbs Seizmic Analyzer version 20180410 Beta © Copiight 1991-2016 Seizmic Inc. All rights reserved T MATERIAL HANDLINFNINERING EST. 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 6 CALCULATED BY: ysun DATE: 4/11/2018 PROJIECT#: 20170926 22 liii) h. CYYKESS SI, LOVINA, LA 91/24 Loads and Distributions: Typical Determines seismic base shear per Section 2.6 of the RMI & Section 2209, of the 2016 CRC Fm I of Levels: 8 SDC: D R: 6 Ss: 1.03 Pallets Wide: 2 WPL: 4200 lt: ELI 4 Si: 0.4 V - p . FS Pallets Deep: I WDL: 800 lbs Fa: 1.09 Ip: 1 EL4 - Pallet Load: 150 Fv: 1.6 Ti: 0.84 EL3 F3 Total Frame Load: 5000 lbs EL2 S05 =2/3S'F0 = 0.75 F2 S0 =2/3'S'F= 0.43 EL I Fl = PL DL 3614 lbs Seismic Shear per 1Uvll 2012 2.6.3: Longitudinal V101 = = SD /(TL 'RL) •IP•W, = 0.43 /(0.846) 13614 =308.71 lbs V10, need not be greater than: V,, = C. - I = SDS / 'k I. W. 0.75 /61 3614=451.75 lbs If S1 >= 0.6, then V1,, shall not be less than: V0, = =0.5'S /R'I'W, =0.50.413614= 120.47 lbs V1,,, shall not be less than: V104 = C. I =Max[0.044'SDS , 0.5'S /R., 0.03]'I'W, = Max[0.03, 0.03, 0.03]' 13614 = 120.47 lbs Since: 308.71 <451.75 & 308.71 >= 120.47 & 308.71 >= 120.47 V1,= 308 lbs Transverse V need not be greater than: V,,., = C,I'W, - = SDS /R,-I,-W, =0.75/41'3614r677.63lbs If S1 >= 0.6, then V shall not be less than: Vtmn,2 = C, I W. =0.5.SI./.Ip.w, =0.50.413614= 180.7 lbs V shall not be less than: V1,.,,,,3 =C,-I'-W. - = Max[0.044' S0,0.5' S1 IR,0.03] 'I - W Max[0.03, 0.05, 0.03] '1 '3614 = 180.7 lbs Since: 677.63 >= 180.7 & 677.63 >= 180.7 V,,=, = 677 lbs çi to MATERIAL HANDLING EN' ERING EST. 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 7 CALCULATED BY: ysun DATE: 4/11/2018 PPfl.WCT• 9017flQ 7) I LIV C. U Y Mtbb SI, LOVII'IA, CA 91124 Loads and Distributions: Typical (Page 2) WH f=V IW,H Longitudinal Transverse Level h w w. h. 1 10 400 4000 19 400 .4000 28 2 38 400 15200 7.99 400 15200 17.95 3 66 400 26400 13.88 400 26400 31.17 4 94 400 37600 19.77 400 37600 44.4 5 120 2200 264000 138.82 2200 264000 311.75 6 148 400 59200 . 31.13 400 59200 69.91 7 176 400 70400 37.02 400 70400 83.13 8 1 192 400. 76800 40.38 400 76800 90.69 ) # of levels 8 mm. # of bays 3 N, 96 Nb 8 k 400 kip-inlrad k,,, 6302 kip-in/rad kb 174 kip-in/rad k 698 kip-inlrad 'b 3.42m4 L 96m I, 1.14 in4 H 192 in E 29500 ksi Level h, W1, 1 21 in Okip 2 49 in Okip 3 77 in Okip 4 104 in Okip 5 131 in 2kip 6 1591n Okip 7 181 in Okip 8 204 in Okip WI S E~[V~ZMM~1!6!*. ~~QQ MATERIAL HAND I - RING EST. 1085 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 8 CALCULATED BY: ysun DATE: 4/11/2018 PROJECT#: 20170926 22 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 T = 2ff F(N, L1 W 1hpi 2 be ) + Nb(_ kbkCC )kbe kb+kce (A-7) Where: W1, = the weight of the ith pallet supported by the storage rack h = the elevation of the center of gravity of the ith pallet with respect to the base of the storage rack g = the acceleration of gravity NL = the number of loaded levels k = the rotational stiffness of the connector Ic = the flexural rotational stiffness of the beam-end kb = the rotational stiffness of the base plate k = the flexural rotational stiffness of the base upright-end N = the number of beam-to-upright connections Nb = the number of base plate connections 6EIb L k 4E1 = H El kb = 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 L = the moment of inertia of each base upright E = the Young's modulus of the beams Calculated = 0.84 L MATERIAL HANDLlNG'ENGINERING EST. 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 9 CALCULATED BY: ysun DATE: 4/11/2018 PRO.flCTü 1'7flQ I IiU I. LY1KI I, LUVINA, LA Yl /24 LRFD Basic Load Combinations: Typical 2O16CBC&RMI/ ANSI MH 16.1 v T-=677 lbs M. = h, = 86,992 in-lbs V Loos= 308 lbs ET,, = M1, / frame depth = 3,624 lbs P = Product Load / 2 = 2,100 lbs M 5 = h0 = 38,803 in-lbs D = Dead Load 0.5 = 400 lbs E = M / frame width = 404 lbs 13 0.7 3 = 1.0 (Uplift combination only) P =1 SDI =.75 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 - Dead Load S 1.4D+ 1.2P = (1.4400) + (1.2 2,100)= 3,080 lbs Gravity Load =1.2D+1.4P+1.6L+0.5(Lr orSorR) = (1.2 400) + (1.4 2,100) + (1.6 0) + (0.5 0)= 3,420 lbs Snow/Rain = 1.2D + 0.85P + (0.5L or 0.5W) + 1.6(L, or S or R) = (1.2400) + (0.852,100) + (0.50) + (1.6 0)= 2,265 lbs - Wind Load = 1.2D +0.85P+ 0.5L + 1.0W +0.5(L or or R) = (1.2 -400) + (0.85 -2,100) + (0.50) + (10-0) + (0.5 -0)= 2,265 lbs 5A. Seismic Load (Transverse) = (1.2 + 0.2505)D + (1.2 + 0.2SDS)f3P + 0.5L + pE10,, + 0.2S =(1.2+0.2-.75)-400 +(1.2+0.2 -.75)-0.7-2,100+0.5-0+ 1-3,624+0.20=6,149lbs SB. Seismic Load (Longitudinal)=(1.2 + 0.2SDS)D + (1.2 + 0.2505)13P + 0.5L + pE,09 + 0.2S =(1.2+0.2-.75)-400 +(1.2+0.2-.75)0.7-2,100 + 0.5-0 + 1404+0.20= 2,928 lbs Wind Uplift = 0.9D + 0.9P + 1.0W =0.9400+0.92,100 + 1.0-0=360 lbs Seismic Uplift = (0.9 - 0.2SDS)D + (0.9 - 0.2SDS)13P,I,I, - PET- = (0.9- 0.2 -.75) - 400 + (0.9- 0.2-35) - 0.7-2,100 - 13,624= 5,499 lbs For a single beam, D = 32 lbs P = 1,050 lbs I = 131 lbs Product/Live/Impact = 1.2D + 1.6L + 0.5(SorR) + 1.4P + 1.41 (1.232)+(1.60)+(0.50)+(1.41,050)+(1.4-131)1,691lbs ASD Load Combinations for Slab Analysis 1. (1 + 0.105S')D + 0.75((1.4 + 0.14S05)13P + 0.7pE) = (1 + 0.105-75)400 + 0.75((1.4 + 0.14 -.75)-0.7-2,100 + 0.7-1-3,624)= 3,993 lbs (1 + 0.14S)D + (0.85 + 0.14SDS)13P + 0.7pE =(1+0.14-.75)-400 +(0.85 + 0.14.75)0.72,100+0.7-1 -3,624= 4,383 lbs D+P = 400 + 2,100 = 2,500 lbs T S :E1 jZM: :IC:: ~~! MATERIAL HANDLING ENJINERING EST. 1985 - TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 10 CALCULATED BY: ysun DATE: 4/11/2018 PROJECT#: 20170926 22 1130 E. CYPRESS ST, COVINA, CA 91724 - LONGITUDINAL ANALYSIS Typical 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 for pinned condition, where the base plate cannot carry moment).. McOflflfl = MCom,L = kbm ivin-n - 1 Fn Mc~= + /2) + Mds M55 hn ppr/F l'I V0i = V = 154 lbs 5 /#ofcolumns _______ 7' ____ ____ M4-4 h5 M = 616 in-lbs 7(1' M3-3 h4 1 F3 ((Vi' h.) - M8=e 7' M2-2 e h3 11. I 2 (154 lbs x 8 in) - 616 in-lbs = 616 in-lbs P CI 7" b2 MI-1 F 7' hi Mbase 41 B SI,b 7/7777/77/77777777- FRONT ELEVATION Levels hi fi . Axial Load Moment Beam End Moment Conn Moment 1 10 10 2,500 616 489 1,808 2 28 4 2,300 2,023 489 2,484. 3 28 7 2,100 1,967 489 2,407 4 28 10 1,900 1,870 489 2,228 5 26 69 1,700 1,608 1,384 2,568 6 28 16 600 760 489 1,140 7 28 19 400 542 489 841 8 16 20 200 162 489 570 =(r 2+r 2+X 2)'2 = (1.2642 + 1.121 + -2.863111 3.324 in 3 =1-(Xo/ro)2 = 1 - (-2.863/3.324) = 0.258 F, =172E/(KL/r)m 2 = 3.14 29500 / 32.142 = 281.908 ksi '2 —(1 /2J3)((a + - (4/ia a2) = (1 / (2 0.258)((5048.265 + 2108.223) - (5048.265 + 2108.223)2 - (40.2585048.2652 108.223))12)= 1576.853 ksi' where: x =172E/(RL/R,)2 = 3.14229500 / 7.591 = 5048.265 ksi o =1 /ATx2(GJ + (WEC) / (IçL)2) = 1/0.711.3.3242(11300.0.001 + (3.142295002.328) / (0.8.8)2) = 2108.223 ksi = Min(F,, F) =281.908 ksi 2. = (l /F)2= (55 / 281.908)' = 0.442 Since 2.,<l.5: - =(0.658/1(k1))-F,=50.687 Thus: P, 27559 lbs 1:3,, 23425 lbs (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 C4.14) (Eq C4.1-2) i Elz 01— MATERIAL HANDLINNIGINE.RING EST. 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SIIEET#: 11 CALCULATED BY: ysun DATE: 4/11/2018 PRO.TFCTÜ 7017fl97 77 I hUt. LYYItt5S 51, LUVINA, LA VI /24 COLUMN ANALYSIS: Typical (Level 1) Analyzed per RMI, AISI 2012 (LRFD) and the 2016 CBC. Section subject to torsional or flexural-torsion buckling (Section C4.1.2) iç 'L/Rx = 1.28/1.264 = 7.59 KL/R =136/1.12 =32.14 JR = 32.14 I. 3x3-.075 SECTION PROPERTIES Depth 3 in. Width 3m 0.071 in. Radius 0.107 in. Area 0.711 in.' AreaNet 0.599 in2 1.136 in.4 S 0.757 in.' 0.639 in.3 R. 1.264 in. Iy 0.892 in.4 S, 0.519 in.' 1.12 in. J 0.001 in.4 c. 2.328 in.6 3.134 in. X. -2.863 in. 1.2 8m. 1 Ly 36 in. K1 0.8 F 55 ksi F 70 ksi Q 0.9 G 11300 ksi E 29500 ksi C,, 0.85 C,, -1 Cb Phi, 0.9 Phi 0.85 Q, MATERIAL HANDLIENiiE'RING EST. 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 12 CALCULATED BY: ysun DATE: 4/11/2018 PROJECT#: 20170926 22 I 131) C. U Iflwaa a 1, LIJVInn, U/S YR IL't COLUMN ANALYSIS: Typical ( Level 1) Analyzed per RMI. AISI 2012 (LRFD) and the 2016 CBC. Lateral-torsional buckling strength [Resistance] (Section C3.1.2) P =P=25418lbs Where: =A0F=0.54455=29903lbs =S1 (Eq C3.1.2.1-1) 1 =CA(oa)112/S= 10180.668 ksi = CAci,(j + C(j2 +r 2(a /o,))") /(CTFSf) = 3154.764 ksi (Eq 3.1.2.1-4) = (q,rPEd1) /(SAL )2 = 793.933 ksi (Eq 3.1.2.1-10) mIn = 793.933 ksi Since: F. >=2.78F =(S/S, i.e. F =F = 55 ksi (Eq C3.1.1-3) Reduced F0,ff = 1 - ((1 - Q) /2) (7 /F)Q F = 52.2 ksi = 33376 in-lbs M3, = 27070 in-lbs M = = 30039 in-lbs M,,,Ø,,= 24363 in-lbs P, = fl2E / (K)LX)2= 3588552 lbs (Eq C5.2.2-6) 'Ey = 112EI /(KL)2= 200415 lbs (Eq C5.2.2-7) = (1 - (çP/P,)) = 0.999 (Eq C5.2.2-4) ay = (1 - (P/P,))— 0.989 (Eq C5.2.2-5) P = 6,149 lbs P,0, 2,928 lbs = = 616 in-lbs (Eq C5.2.2-2) Poll =(1.2D)+(1.4P)=34201b5 P, IF,, =3420 /23425 =0.15 Static Stress = 14% Since: P, /P > 0.15 Stress 1 = F, IF1 + M / (M,) + M, /(çt,M,) (Eq C5.2.2-2) = ((2,928 I 23425) + (616 / 30039) + (1/24363)) = 14% Stress2 = F, /F,, + C11,M /(0A,a1) + C y My /(a) (Eq C5.2.2-1) = (2,928 / 25418) + (0.85616/300390.999)) + (0.851/243630.989))) = 13% Stress3 P1 I P00 = 6,149 / 25418 =24% Column Stress = Max(Stressl, Stress2, Stress3, Static) = 24% 3x3-.075 SECTION PROPERTIES Depth 3 in. Width 3m. t 0.071 in. Radius 0.107 in. Area 0.711 in.' AreaNet 0.599 in.2 1.136 in.' S1 0.757 in.3 SONOI 0.639 in.' R1, 1.264 in. ly 0.892 in.4 Sy 0.519 in.' R. 1.12in. J 0.001 in.4 2.328 in.6 3.134 in. X. -2.863 in. 1.2 8in. 1 L 36 in. 0.8 F 55 ksi F0 70 ksi Q 0.9 G 11300 ksi E 29500 ksi 0.85 C. -1 Cb 1 Phi, 0.9 Phi0 0.85 ff1 _ MATERIAL HANDLINENGINRING EST. 1985 TEL:(909)869-0989 ].IV r. LYYKt 1, LUVIPtA, LA Vt 114 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 13 CALCULATED BY: ysun DATE: 4/11/2018 PRO.WCTil• 20170926 77 BEAM ANALYSIS Typical Determine allowable bending moment per AISI Check compression flange for local buckling (B2. 1) Effective width w = C - 2t - 2r = 1.75 -(2 0.075) -(2 0.15) = 1.3 in. w/t = 1.301 / 0.075 = 17.41 = (1.052/k"2) (wit) (F/E)"2 = (l.052/2) 17.411 . (55 /29500)12 = 0.4 <= 0.673: Flange is fully effective. Check web for local buckling (B2.3) 1(comp) = (y, /y) = 55 * 2.39 12.62 = 50.27 ksi 1(tension) = F(y1 i.y2) = 55 * 2.16/2.62 = 45.44 ksi P = - (//f1) = -(45.44 /50.27) = -0.9 Buckling coefficient k = 4 + 2 (1 - P)3 + 2 (1 - 911) =4+2(I--O.9)+2(1--0.9) = 21.61 Flat Depth w=yl+y3 =2.16+2.39 = 4.551 5 x 2.75 - 0.075 Top flange width C = 1.75 in. w/t = 4.551/0.075 = 60.92 wit <200: OK Bottom width B = 2.75 in. = (1.052 / k"2) . (w/t) . (f /J)l12 = (1.052 / 2) . 60.918 . (50.27 129500)'12 = Web depth A = 5.0 in. 0.57 Beam thickness t = 0.075 in. Radius r= 0.15 in. bi = w (3 - '1') = 5 . (3 - 0.9) = 17.76 Fy = 55 b2 = w/2 = 2.28 Fu = 65 Y1= bi + b2 = 17.76 + 17.76 = 20.04 Web is fully effective 2.16 Y2 = 2.62 Determine effect of cold working on steel yield point (FYA) per section A7.2 Y3 = 2.39 Corner cross-sectional area Lc = (11 / 2) . ( + 1 / 2) r Ycg 2.39 Ix 3.42 = ([I / 2) . (0.15 + 0.075 / 2) = 0.294 Sx = 1.31 Lf = effective width = 1.301 . E = 29500 C = 2 L / 4+ 2 = 2 0.294/1.301 + 2 = 0.3116 FBeamF = 400 Beam Length L = 96 m = 0.192 . (F, / F) - 0.068 = 0.192 . (65 / 55) - 0.068 = 0.1589 B = 3.69(F9/F,)-0.819.(FjF)2-1.79 = 3.69 (65 155) - 0.819 (65 / 55)2 - 1.79 = 1.43 Fu/Fy65/55 = 1 <1.2 r/t0.15/0.075 = 2.008 < 7=0K F,,, = B .F,/(r/t)'" = 1.43 .55/(2.008)'" = 70 = CF,+(1-C)'F = 0.31270+(1-0.312)55 = 60 F,0110 , = Y8 / (A - Y,g) = 60 2.39/(5.0 - 2.39) = 54 5 x 2.75 - 0.075 Top flange width C = 1.75 in. Bottom width B = 2.75 in. Web depth A = 5.0 in. Beam thickness t = 0.075 in. Radius r = 0.15 in. Fy= 55 Fu= 65 Y1= 2.16 Y2 = 2.62 Y3= 2.39 Ycg= 2.39 Ix 3.42 Sx= 1.31 E= 29500 FBeam F = 400 Beam Length L = 96 MATERIAL HANDLIts1GENGINERING EST. 1985 TEL:(909)869-0989 I UV.. U Y r&bbb SI, LUVIINA, L/t VI PROJECT: HM Electronics FOR: Atlas Copco_Jini Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 14 CALCULATED BY: ysun DATE: 4/11/2018 PROJECT#: 20170926 22 BEAM ANALYSIS Typical Check Allowable Tension Stress for Bottom Flange Lflangeol = B -(2 . r) -(2 t) = 2.75 -(2 0.15) -(2 0.075) = 2.3 I CbOtlOm = 2 L / (Lflange,bol + 2 L) = 2 0.294 / (2.3 + 2 0.294) = 0.204 F ottom = Cb ,( F, + (1 - C 0110 ) F, = 0.204 70 + (1 - 0.204) 55 = 58.11 F, = = 59.75 ksi -B- C -,', 12 Determine Allowable Capacity For Beam Pair (Per Section 5.2 of the RMI, PT II) Check Bending Capacity = = W•LRm /8 92 = LRFD Load Factor = (1.2 DL+ 1.4 PL+ 1.40.125 PL)/PL For DL =2% ofPL: 92 = 1.2 0.02 + 1.4 + 1.4 P0.125 = 1.6 Rm = 1-((2 .F .L)/(6E .I+3F .L)) = = 0.89 4) M,, = 4) F, = 74.26 in-kip W = 4) M 8 . (# of Beams) / (L . Rm I) = (74.26 8 . 2) / (96 . 0.89 1.6) = 8664 lbs/pair Check Deflection Capacity A.. = LXSS Rd mr = L/180 Rd = = 1-(4 400 96)/(5 P400 96+10 29500 3.42) = 0.87 = (5 WL3)/(384EI) L/180 = (5 W= = (384 . 29500 3.42 . 2) / (180 5 - 96 . 0.87) 1000 = 10708 lbs/pair -;L MATERIAL HANDLINGJ[ENGINEERING EST. 198$ TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 15 CALCULATED BY: ysun DATE: 4/11/2018 PRO.JECTt 20170926 22 1130 E. CYPRESS ST, COVINA, CA 91724 - - Allowable and Actual Bending Moment at Each Level Ms1a11c JV12 / 8 )W'J!Qsta$c= "allo,,,sta(jc P / 8 Ma11ow,seismic 5'r F9 ) Level 1soti1 Mayow,taüc 11seismic hl/b011 0w,seismic Result 1 2,400 21,624 904 21,624 Pass 2 2,400 21,624 1,242 21,624 Pass 3 2,400 21,624 1,204 21,624 Pass 4 2,400 21,624 1,114 21,624 Pass 5 13,200 51,984 1,284 51,984 Pass 6 2,400 21,624 - 570 21,624 - Pass 7 2,400 21,624 421 21,624 Pass 8 2,400 . 21,624 285 21,624 Pass rEIZMIci MATERIAL HANDLIENINERING EST. 1985 TEL:(909)869-0989 I I3U L. U T MZbb b 1, LU VINA, Li'.. PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 16 CALCULATED BY: ysun DATE: 4/11/2018 PROJECT#: 20170926 22 BEAM TO COLUMN ANALYSIS Typical Shear Strength of Pin Pin Diameter = 0.43 8in. F = F,,, = 54000 psi AISI Table E3.4 -1 4, = = 0.15 in = A6 F = 8136.39 lbs AISI Table E3.4 -1 'Shear = 0.75'P = 6102 lbs Bearing Strength of Pin Column Thickness t = 0.07 in Sinced/t< 10 C 3 1.0 = 65000 psi = CmdtF = 6064.11 lbs AISI E3.3.1-1 1Bea,tng = = 0.756064.11 = 4548 IN Moment Strength of Bracket Edge Dist. = 1 in. Tdil == 0.179 in. S, = = 0.127 in.3 = Se F, = 6985 in-lbs AISI C3.1.1 -1 Mstrenglh = 4M = 0.9 M = 0.9 F, = 6286.5in-lbs c1.67 d = Edge Dist./2 = 0.5 in. M renglh c d c!ip = M&renglh / (c . ci) = 7542 lbs Minimum Value of P1 Governs = '"Shea,' 1Beanng' P,,) = 4548 lbs = (P1 . 4.5) + (P1 (2.5 / 4.5) 2.5) + (P, (0.5 / 4.5) . 0.5) = 27035.33 in-lbs 1, =(1 2 +1 2 +X 2)112 = (0.621 + 0.4882 + 1.024912 = 1.293 in. 3 =1-(Xo/ro) = 1 - (1.024/1.293)2 = 0.372 F, =TPE/(KL/r)m 2 = 3.14229500/92.232 = 34.226 ksi '2 (1 /20)((cr + - (413a))1/2) = (1 / (2' 0.372)((55.269 + 18.437) - (55.269 + 18.437)2 - (40.37255.269 18.437))")= 14.956 ksi where: ox =172E/(KL/R0)2 = 3.14229500 /72.582 = 55.269 ksi a =1 /4j.2(GJ + (rPEC) /(IL)2) = 1/0.2741.2932(113000 +(3.142295000.035)/(0.845)2)= 18.437 ksi = Min(1 3, F) 14.956 ksi =A,, ?. =(F/F)112=(36/ 14.956)/2= 1.551 Since A.,, >= 1.5: 1 = (0.877 / A.,,2)1, = 13.116 Thus: F0 =35911bs F, =30521bs (Eq. C3.1.2.1- 7) (Eq C4.1.2-3) (Eq C4.1.1-1) (Eq C4.1.2-1) (Eq C3.1.2-1 1) (Eq C3.1.2-9) (Eq C4.1-1) (Eq C4.1-4) (Eq C4.1-3) MATERIAL HANDLINGENGINERING EST 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop - Carlsbad, CA SHEET#: 17 CALCULATED BY: ysun DATE: 4/11/2018 PRO.WCTiI 2017092f 72 I IjU. LY?KbS SI. LOVINA, LA St 124 BRACE ANALYSIS Typical (Panel 2) Analyzed per lUvil. AISI 2012 (LRFD) and the 2016 CBC. Section subject to torsional or flexural-torsion buckling (Section C4.1.2) = 145/0.62 =72.58 KL/R =145/0.488 =92.23 KL/R.0,,. 92.23 II 1.50 x 1.50 x 0.25 -0.06 SECTION PROPERTIES Depth 1.5 in. Width 1.5 in. 0.057 in. Radius 0.085 in. Area 0.274 in2 AreaNet 0.274 in2 I,, 0.105 in.4 0.14 in.' 0.14 in.3 0.62 in. Iy 0.065 in.' Sy 0.073 in) 0.488 in. J 0in.4 0.035 in.6 1.231 in. X. -1.024th. L,, 45th. 1 L 45 in. K, 0.8 F 36 ksi F,, 42 ksi Q 1 G 11300 ksi E 29500 ksi C, 0.85 C, -1 C, 1 Ctf I Phib 0.9 Phi,, 0.85 I' IUMMICL MATERIAL HANDLIN1GIt.ENOINEERING EST. 3995 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SIIEET#: 18 CALCULATED BY: ysun DATE: 4/11/2018 PROJECT#: 20170926 22 I IiU r. LYKt I, LVVI1NJt, I..Ps Yl izq BRACE ANALYSIS Typical (Panel 2) Analyzed per RMI. AISI 2012 (LRFD) and the 2016 CBC. Lateral-torsional buckling strength [Resistance] (Section C3.1.2) P,1,1 =P,,,0,=83781bs Where: F,,, =AF= 0.27436=9856 lbs M =M,= SF. =Sm,,F, S (Eq C3.1.2.1-1) .l =C-,A(cr,,,a)"/S= 80.535 ksi = C,Aa+C,+rO'(/a))')/(CTFS22.5l9ksi (Eq 3.1.2.1-4) 1 =(CbTI2EdIY,)/(S/KYL)2= 100.225ksi (Eq 3.1.2.1-10) F, =22.519ksi Since: 0.56F, <2.78Ff F. =00/9)10.-00F/36F,j)=22.2ksi (Eq C3.1.2.1-2) Reduced F, = 1 -((1 - Q) /2) (1 /F)QF, = 22.2 ksi M,, = 3114 in-lbs M, = 1618 in-lbs M, =M,m,, = 2803 in-lbs M,.çb,= 1456 in-lbs P = n2E1 /(K,L,)2= 15139 lbs (Eq C5.2.2-6) P, = rI2EI /(K,,L)2= 9374 lbs (Eq C5.2.2-7) Max P. =3591 lbs V =534 lbs S L01 = ((L - 6)2 + (D - 2B)1)1,1= 45.69 in. V = (V, L01,6) /D = 1356 lbs Brace Stress = V IF, "38% I. 1.50x 1.50x 0.25 -0.06 SECTION PROPERTIES Depth 1.5 in. Width 1.5 in. 0.057 in. Radius 0.085 in. Area 0.274 in.2 AreaNet 0.274 in? 1, 0.105 in.1 S,1 0.14in.3 S,,N,t 0.14 in.3 0.62 in. ly 0.065 in.4 Sy 0.073 in.' R5 0.488 in. J 0in.1 C 0.035 in6 1.231 in. X. -1.024 in. K. L.- 45 in. 1 L 45th. K, 0.8 F 36 ksi F. 42 ksi Q 1 0 11300 ksi E 29500 ksi C,,, 0.85 C, -1 Cb Phib 0.9 Phi, 0.85 -JI I ' MATERIAL HAND Lll'iGIENGINERING EST. 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack - ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 19° CALCULATED BY: ysun DATE: 4/11/2018 PROJECT#: 20170926 22 POST-INSTALLED ANCHOR ANALYSIS PER AC! 318-14, CHAPTER 17 Configuration I Typical Assumed cracked concrete application Anchor Type 1/2" dia, 3.25 hef, 6" mm. slab ICC Report Number ESR-1917 = 4.875 in. Slab Thickness (h0) = 6.000 in. C = 12 useCaj = 4.875 in. Mm. Slab Thickness (hmjn) = 6 in. Ca2 = 12 useCO2Odf = 4.875 in. Concrete Strength (/) = 4000 in. Diameter (d) = 0.5 in. 3 = 9.75 in. Nominal Embedment (hnorn) = 3.5 in. 0 Effective Embedment (h) = 3.25 in. S1 = 6 in. useS1 = 6 Number of Anchors (n) 2 S2 = 0 in. useS2 aa = 0 in. e'N e'V From ICC ESR Report fata S j.,, - C. C. Nper = 0.101 sq.in. = 106000 psi = 2.375 in. = 2.375 in. =7.5 in. =4915 in. I ha f i i l..5Ca1 s, 1.5Ca1 4SaiSmiC Adj. Strength Tension Capacity = 3307 lbs 0.75 2480 lbs Shear Capacity= 3571 lbs 0.75 2678 lbs. cl 7 I MATERIAL HANDLININRING EST. 1955 TEL:(909)869-0989 I !3U . LY1'KtS b I, LOVINA, LAS! 124 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 20 CALCULATED BY: ysun DATE: 4/11/2018 PRO.TECT#: 20170926 22 ANCHOR ANALYSIS - TENSION STRENGTH Configuration 1 Typical Steel Strength = 0.75 = = 0.75 2 0.101 106000 = 16,059 lbs Concrete Breakout Strength 4N 4=0.65 ANC = (C., ,.,j + Si CdJ + I •5h1) '(CQ2QdJ + S2aaj + 1 .5h1) = 153.563 sq.in. ANCO = 9he! = 95.063 sq.in. Check if ANCO ANC ANC / ANCO = 1.615 = 1 c,N IcC = 17 = 1 Nb = kc2ba(fc)0•5(hej)1•5 = 6,299 lbs = 1 l'1cbg = 4(ANC /AN,,,)(N)(l'CdJ.1)('C N)(PCPN)(Nb) 0.65 (153.563 / 95.063)' 1 1 1 1 '6299 = 6,614 lbs Pullout Strength N,,, = 0.65 WCp =l -- OA~= 'CPNP,CC(fC / 2500)0 8,082 lbs Steel Strength (N) = 16,059 lbs Embedment Strength - Concrete Breakout Strength (NCbS) = 6,614 lbs Embedment Strength- Pullout Strength (4,,) = 8,082 lbs 17.4.1 17.3.3. a 17.4.1.2 17.4.2 17.3.3bi 17.4.2.4 17.4.2.5 17.4.2.6 17.4.2.2 17.4.2.2 d 17.4.2.7 17.4.2.1 17.4.3 17.4.2 17.4.3.6 17.4.3.1 -- MATERIAL HANDLIN1GENGINERING EST. 1985 TEL:(909)869-0989 I IJU b. LY1'KISS SI, LOVINA, CA 91124 PROJECT: Mlvi Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 21 CALCULATED BY: ysun DATE: 4/11/2018 P1O.IFfTü 20170926 77 ANCHOR ANALYSIS - SHEAR STRENGTH Configuration 1 Typical 17.5.1 17.3.3. Condition a ii 17.5.1.2a Steel Strength 4)V V = 5495 / Anchor --per report 4) = 0.65 = 4)n'V0 = 0.65'2'5495 = 7,144 lbs Concrete Breakout Strength 4)V 55 4) = 0.7 Avc = (1•5Caj + SIOdf+ 15Ca)ha = 252 sq.in. Av 0 = 3Cajha = 216 sq.in. Check ifAvco>Avc A VC /Avco 1.167 Tel v = 1 ed.V = 0.9 = 1 Thy = 1.732 d = 0.5 in. 4 = 0.5 in. ;La = 1 The smaller of 7(4 / da)0i(da)°52a(fc)°5 ,j'5 and 9.1..jf)°SCQJ' = 14,948 lbs 4) = 4)(A Vc / A VCO)('I'ec.V)(i'ed,v)('c,V)('h')('b) 0.7 '(252 / 216)' 1 '0.9' 1 1,732' 14,948 = 19,030 lbs 17.5.2 17.3.3 Condition b i 17.5.2.5 17.5.2.6 17.5.2.7 17.5.2.8 17.5.2.2 17.2.6 17.5.2.2 a, 17.5.2.2 b 17.5.2.1 Pryout Strength 4V K=2 NCbS = 10,175 lbs 4)Vcpg = 4)KCPNCbg = 0.7 2' 10175 = 14,245 lbs Steel Strength (4)V,0) = 7,144 lbs Embedment Strength - Concrete Breakout Strength (4) Vbg) = 19,030 lbs Embedment Strength - Pryout Strength (4)V 5) = 14,245 lbs 17.5.3 17.3.3 Condition 17.5.3.1 w Fr V CROSS AISLE ELEVATION MATERIAL HANDLINE$1GINERING EST. 1985 TEL:(909)869-0989 I IjU r. LIY1tt.3 a I, LUVUNtS., L/t Yl lL'I PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 22 CALCULATED BY: ysun DATE: 4/11/2018 PROJECT#: 20170926 22 OVERTURNING ANALYSIS Typical Per RMJ Sec 2.6.9 and ASCE7-10. Sec 15.5.3.6. Weight of rack w/ every level loaded 67% capacity, & Top Loaded only EVERY LEVEL LOADED TO 67% CAPACITY. FULLY LOADED Wpi = 42001bs. Wai = 8001bs. Wpi 67% = 4200 0.67 = 28141bs. = (2/3 1.09 1.03 1 ((0.67 . 2814) + 800)) / 4 = 5031bs. Per RIvil 2012 2.6.9 M,,V, = V7 Ht = 503. 139 = 69917 in-lbs. = (Wi+ Wdl)d/2=(2814+800)24/2 =43368 in-lbs Pupltfl = 1 -(M,,.,,,-Iv1)Id = (69,917-43,368)/24 = 1,106 lbs 1McrxOown = 1 (M05+M3)/d = (69,917+43,368)/24 = 4720 lbs TOP SHELF LOADED Shear = 206 lbs M 1 = V10 HI = 206 (192+((16-10)I2)) = 40170 in-lbs = E(Wi + Wdl)d = (3 00 + 800) 24 = 13200 in-lbs = I (M,- Mi) / d = (40,170- 13,200) / 24 = 1,123 lbs No. of Anchors: 2 Pull Out Capacity per Anchor: 2480 lbs Shear Capacity per. Anchor : 2678 lbs COMBINED STRESS Fully Loaded Top Shelf Loaded Seismic UpLift Critical (LC7B) = ((1106 / 2) / 2480) + ((503 / 4)) / 2678) = ((1123 / 2) / 2480) + ((206 / 4)) / 2678) = ((1749/2)12480)11 = 0.27 = 0.25 = 0.35 W th,1 SBQSC = (B 12)/6 = 0.19 sq.in. F800 = 0.75 = 27000 psi = M6/(Sp,seFas) = 223.89/(0.1927000) = 0.04 ---- j NG MATERIAL HANDLING ENGI NERING EST. 1985 TEL:(909)869-0989 Ii PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 23 CALCULATED BY: ysun -. DATE: 4/11/2018 PROJECT#: 20170926 22 BASE PLATE ANALYSIS Typical 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 using in determining Mb: Moment capacity of the base plate Moment capacity of the anchor bolts Vcol * h/2 (full fixity) Mb is the smallest value obtained from these three criteria. 36000 psi / Pcoi = 2500 lbs M&se = 616 in-lbs P/A=P0i/(EIB) = 2500 lbs/(8 - 5) = 62.5 psi = 1(1? B2 /6) = 616/(5 82 /6) = 11.55 psi f82 = f(2-b1 IB) = 11.55 (2 -2.5/8) 7.22 psi fbi = fb fb2 = 11.55 - 7.22 psi = 4.33 psi Mb = wb12 /2 = (b12 / 2) . (f +f + 0.67 162) = (2.52 / 2) . (62.5 + 4.33 + 0.67 7.22) = 223.89 in-lbs t b I -' : 1 Plate width B 8in. Plate depth D 5in. Plate thickness 1 0.38 in. Column width b 3 in. bi 2.5 in. MATERIAL HANDLINOENOINERING EST. 1985 TEL:(909)869-0989 I IJU PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 24 CALCULATED BY: ysun DATE: 4/11/2018 PROJECT#: 20170926 22 Equation for Maximum Considered Earthquake Base Rotation Per RMI 2012 Commentary 2.6.4 k +k be 4Yi..1Wh Pi 1( kk c be kk k+k b ce c be (Nc+Nb(kk k+k c be b ce cc - the first iteration of the second order amplification term computed using W, from section 2.6.4 of the Commentary ft of levels 8 mm. # of bays 3 N, 96 Nb 8 k, 400 kip-in/rad kb, 6302 kip-in/rad kb 174 kip-inlrad Ic,, 698 kip-in/rad 'b 3.42 in4 . L 96 in I, 1.14 in' H 192 in E 29500 ksi Level h i W, I 21m Okip 2 49 in Okip 3 771n okip 4 104 in Okip 5 131 in 2kip 6 159 in Okip 7 181 in Okip 8 204 in Okip Where: W11 = 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 NL = the number of loaded levels lc, = the rotational stifThess of the connector k,,, = the flexural rotational stiffness of the beam-end kb = the rotational stiffness of the base plate k, = the flexural rotational stiffness of the base upright-end N, = the number of beam-to-upright connections Nb = the number of base plate connections 6E1 4E1 El k,, = b -k.=-k, = 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 I. = the moment of inertia of each base upright E = the Young's modulus of the beams a, = 0.05 Per RMI 2012 7.1.3 - Cd (1+ a)M C4=,the deflection amplification factor per section 2.6.6 - b M,= the base moment from analysis kb 0b 0.22 Per RMI 2012 2.6.6, in unbraced direction, seismic separation for rack structure is 0.05 hIOthi. Therefore tanE),,,=0.5 e,,,,=2.862 rad >Ob ok Maximum moment in base plate M,,,,,= if one anchor, then 0 OR (# of anchors /2) * anchor pull out capacity * spacing of anchor(Sx) M,,,,,14,880 kip-in >= M, OK Base Plate Width 8in. Depth W 5 in. Frame Frame depth d 24 in. Concrete Thickciess t 6 in. fc 4000 psi 0.6 92 3 1 ks 50 r1 3.16 e. 3604996 Soil Iso,! 1000 psf 1 MATERIAL HAND LIN1GENGINERING EST. 1985 TEL:(909)869-0989 PROJECT: HM Electronics FOR: Atlas Copco_Jim Mack ADDRESS: 2848 Whiptail Loop Carlsbad, CA SHEET#: 25 CALCULATED BY: ysun DATE: 4/11/2018 PROJECTi 20170926 22 11 Typical SLAB AND SOIL ANALYSIS (LRFD) P. = Seismic—Load (see Basic Load Combinations) = 6149 lbs = 75 . (,)1/2 = 474 psi d, req'd = (Fmax / ( 1.72 ((ks r1 / e) 10 + 3.6) .f))1/2 = 1.764 in. b = (e d, req'cP / (12 (1 - #2) k,))"4 = 13.551 in. b, req'd = 1.5 b = 20 in. F, = 1.72[(k, r1 / e) 10 + 3.6] .f.12 = 1.72[(50 3.16 / 3604996) 10 + 3.6] 474 (6)2 = 118619 lbs = 4P, = 0.6 118619 = 71171 lbs = 0.09 - SLAB AND SOIL ANALYSIS (ASD) P. = MAX(ASD Load Combo 1, ASD Load Combo 2, ASD Load Combo 3) = 4383 lbs = 7.5 . (f)112 = 474 psi F, = 1.72[(k . r1 /e) . 10'+ 3.6] .f'. 12 = 1.72[(50 . 3.16 / 3604996) 10 + 3.6] . 474 . (6)2 = 118619 lbs d, req'd = (Fmax / (4 1.72 . ((Ic, r1 / e,) 10 + 3.6) .J))II2 = 1.764 in. b = (e,d,req'd3 I(12(1-2)k,))"4 = 13.551 in. b, req'd ' 1.5 - b = 20 in. F0 = F,/cl = 118619/3 = 39539.52 = 0.11 Ic PROJECT HM Electronics FOR Atlas Equipment Co MATERIAL HANDLING ENGINEERING SHEET NO. 26 TEL: (909) 869-0989 / FAX: (909) 869-0981 CALCULATED BY VS DATE 4/11/2018 STAIR ANALYSIS SCOPE VERIFY ADEQUACY OF THE STAIRWAY SYSTEM TO MEET THE REQUIREMENT OF THE 2016 CBC. PARAMETERS: STEEL- Fy= 36000 PSI / SHAPE STEEL Fy= 50000 PSI PIPE STEEL BOLTS - Fv=10000 PSI (A307) DESIGN LOAD: 100 PSF DISTRIBUTED 300# CONCENTRATED (TREAD) 200 # (POST/HANDRAIL) CONFIGURATION 5, S HAND RAfl—.. POST Lvext S Hi S I Lvert= 120.0 IN Lhoriz= 216.0 IN STRINGE H1= 42.0 IN I " Lhori7 Lrail= 60.0 IN WIDTH= 36.0 IN P - I p TREAD W]DTH w 11111111111 11111111 I 11111111111 III 11111111111 c. STAIR TREAD Ic MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT HM Electronics FOR Atlas Equipment Co SHEET NO. 27 CALCULATED BY VS DATE 4/11/2018 ITHE TREADS SHALL BE ANALYZED FOR A WORST CASE ILOAD SITUATION FROM THE FOLLOWING LOAD CASES: Mpoint= PL/4 = 300 LB * 36 IN/4 = 2,700 IN-LB w = (100 PSF) * (13 IN/12 IN/FT) = 108.3 LB/FT = 9.0 LB/IN Mdist= w*L2/8 = 9 LB/FT *(36 IN )A2/8 = 1,463 IN-LB THUS, Mmax= 2,700 IN-LB fb= Mmax/S = 2700 IN-LB/0.558 INA3 = 4,839 PSI Fb= 0.6*Fy = 21,600 PSI fb/Fb= 0.22 <1.0 OK t= 0.125 WIDTH=L= 36.0 IN 1= 0.125 IN"4 S= 0.558 INA3 Fy= 36,000 PSI E= 29,000 KSI TREAD OK FOR BENDING D= 5WLM/384E1 = .054 IN Dallow= L/360 = 36 IN/360 = 0.1 > ACTUAL DEFLECTION, OK TREAD OK FOR DEFLECTION - I OSTRINNGE Lveit Hi Lhoijz SEIZMIC INC. PROJECT HM Electronics FOR Atlas Equipment Co MATERIAL HANDLING ENGINEERING SHEET NO. 28 TEL: (909) 869-0989 / FAX: (909) 869-0981 CALCULATED BY VS DATE 4/11/2018 STRINGER= 8 LB/FT TREADS= 10 LB/FT HANDRAILS= 3 LB/FT WDL= 21 LB/FT LOAD WLL= LIVE LOAD * TRIB WIDTH = 100 PSF * (36 IN/12 IN/FT)/2 = 150 LB/FT W= WDL-4-WLL = 171 LB/FT = 14.3 LB/IN )ING Wn= W * Lvert/Ldiag = 7.9 LB/INCH Mdist= Wn*V2/8 = 7.9 LB/IN * (247.1 IN )A2/8 = 60,295 INi-LB fb= Mrnax/Sx = 60295 IN-LB/6.39 INA3 = 9,436 PSI Fb= 0.6*Fy = 21,600 PSI fb/Fb= 0.44 <1.0 OK FOR BENDING STRINGER: MC I D= 5WLM/384E1 = .438 IN Dallow= L/240 = 247.1 IN/240 = 1.03 > ACTUAL DEFLECTION, OK STRINGER OK FOR DEFLECTION Lvert= 120.0 IN Lhoriz= 216.0 IN Ldiag= 247.1 IN H1= 42.0 IN Lrail= 60.0 IN STAIR WIDTH= 36.0 IN Ix= 31.90 INA4 Sx= 6.39 IN"3 Fy= 36,000 PSI Ctolklflcfl SEUMIC MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 / FAX: (909) 869-0981 PROJECT HM Electronics FOR Atlas Equipment Co SHEET NO. 29 CALCULATED BY VS DATE 4/11/2018 ATTACHMENT I TREAD TO STRINGER WITH (2) 0.375 IN DIAMETER BOLTS PER SIDE Vbolt= 100 PSF * 3 FT/2 = 150 LB <=== SHEAR PER ATTACHMENT 318 Vallow= Fv * AREA * # OF BOLTS = 10000 PSI * (0.375 )A2'(3.14159/4) * 2 TRE = 2,209 LB > Vbolt OK ATTACH STRINGER TO PLATFORM WITH (2) 0.5 IN DIAMETER BOLTS Vbolt= 171.4 LB/FT * 18 FT/2 = 1,543 LB <=== SHEAR PER ATTACHMENT TREAD TO STRINGER CONNECTION Vallow= Fv *AREA = 10000 PSI * (0.5 )"2 * (3.14159/4) * 2 = 3,927 LB > Pbolt OK LOWER BRACKET IS 4 IN x 6 IN CONTACT AREA= 24.0 IN A2 Pend= 1,543 LB fp= Pend/AREA = 64 PSI Fp= 0.7 * fc 1,400 PSI fp/Fp= 0.05 < 1.0 OK 12 SEEMIC MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989/ FAX: (909) 869-0981 PROJECT HM Electronics FOR Atlas Equipment Co SHEET NO. 30 CALCULATED BY YS DATE 4/11/2018 POST AND HANDRAIL & GUARDRAIL PER THE REQUIREMENTS, THE POST AND HANDRAIL MUST RESIST A POINT LOADS OF 200 LBS. 1-1/2" 0 NOMINAL, ASTM A500, GRADE B, 50 KSI Sx= .326 INA3 Fy= 50,000 PSI Mmax= P Hi = 200 * 42 IN = 8,400 IN-LB fb= M/S = 25,767 PSI Fb= 0.6*Fy = 30,000 PSI fb/Fb= 0.86 < 1.0 OK Mmax= P* Lrail/4 =200*6OIN/4 = 3,000 IN-LB fb= M/S = 9,202 PSI Fb= 0.6*Fy = 30,000 PSI fb/Fb= 0.30 < 1.0 OK