The URL can be used to link to this page

Home My WebLink About2810 WHIPTAIL LOOP; 101; CBC2021-0059; PermitBuilding Permit Finaled Ccityof Carlsbad Commercial Permit Print Date: 08/11/202_1 Permit No: CBC2021-0059 Job Address: Status: Closed -Flnaled Permit Type; Parcel#: 2810 WHIPTAIL LOOP, # 101, BLDG-Commercial 2091202800 CARLSBAD, CA 92010 Work Class: Tenant Improvement Valuation: Occupancy Group: #of Dwelling Units: $431,523.00 Track#: Lot#: Project#: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Occupant Load: Plan Check#: Code Edition: Sprinkled: Project Title: Description: NIXON: 28,904 SF OF WAREHOUSE STORAGE RACKING Applicant: WAREHOUSE SOLUTIONS INC. ANITA THORNTON 12562 HIGHWAY 67 LAKESIDE, CA 92040-1159 (619) 873-4410 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL FIRE High Piled Storage FIRE Reinspection (per inspection) GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MANUAL BLDG PLAN CHECK FEE MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $4,677.72 Total Payments To Date: $4,677.72 Applied: Issued: Finaled Close Out: Inspector: Final Inspection: Contractor: 02/23/2021 05/04/2021 TKers 08/11/2021 WAREHOUSE SOLUTIONS INC 12562 HIGHWAY 67 LAKESIDE, CA 92040-1159 (619) 873-4410 Balance Due: AMOUNT $1,804.60 $358.62 $89.00 $756.00 $193.00 $17S.O0 $1,107.67 $55.00 $18.00 $120.83 $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. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov .m~----~---w----•-... -.......... --.h. CCityof Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Pl an Check cec ,2£)2f -o:t':>~ Est. Valu~ 7;;M9lz•~-;;c. PC Deposit -_I -5"'~ Date 2-Zo-2..l Job Address2810 Whiptail Loop W Suite:A APN: 209-120-28-00 ----· Tenant Name:_N_ix_o_n _____________ _ Lot#: Year Built: _20_1_8 ___ Occupancy:_8""", s_-1 __ _ VB [!]□ C:J □ Construction Type_· _-____ fire Sprinklers: yes no A/C: yes no BRIEF DESCRIPTION OF WORK: D Addition/New: __________ New SF and Use,, __________ New SF and Use, ___ Deck SF, Patio Cover SF (not including flatwork) D Tenant lmprovement:, _____ SF, _____ SF, Existing Use ______ Proposed Use _____ _ Existing Use Proposed Use _____ _ D Pool/Spa: _____ SF Additional Gas or Electrical Features? ___________ _ □□ □□ □□ D Solar: ___ KW, ___ Modules, ___ Mounted, Tilt: Yes/ No, RMA: Yes/ No, Panel Upgrade: Yes/ No D Plumbing/Mechanical/Electrical Only: ------------------------- [!] Other: 2001.5 LIN. FT. of storage rack in 28,904 sf warehouse This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person listed as the Applicant below will be the main point of contact throughout the permit process. PROPERTY OWNER APPLICANT O PROPERTY OWNERS AUTHORIZED AGENT APPLICANT 0 Name:Gateway Pacific View LLC Name: -------------------Address:4275 Executive SQ,# 370 Address: ------------------City: Car Is bad State:CA Zip:92037 City:, _________ State:, ___ ,Zip: ___ _ Phone: 858-812-7960 Phone: __________________ _ Email: _________________ Email: __________________ _ DESIGN PROFESSIONAL APPLICANT O CONTRACTOR BUSINESS APPLICANT Ii) Name: Name: Warehouse Solutions Inc. Address: Address: 12562 Hwy 67 ----------------City : _______ state : ___ Zip: ____ City:Lakeside State:_C_A ______ Zip: 92040 Phone: Phone:619-873-4410 Email: Email: anitathornton@warehousesolutions.com Architect State License: State License: 918115 Bus. License: BLOS 1226177 1635 Faraday Ave Carlsbad, CA 92008 B-2 Ph: 760-602-2719 Fax: 760-602-8558 Page 1 of 2 ___ ,..,,, .... ....--~ Email: Building@carlsbadca.gov Rev. 08/20 IDENTIFY WHO WILL PERFORM THE WORK BY COMPLETING (OPTION A) OR (OPTION B} BELOW: (OPTION A}: LICENSED CONTRACTOR DECLARATION: I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued-Policy No. ________________________ _ lij1 have and will maintain worker's 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 Company Name: _A_m_en_-ca_n_H_o_m_e_As_s_ur_an_c:,e_c_o __________ _ Policy No. wco2112os1a CA Expiration Date: _o_r1_01_12_, _________________ _ 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, WARNING: Failure to secure workers compe on coverage Is unlawful and shall subject an employer to criminal penaltles and cfvtl fines up to $100,000.00, in addition the to the cost of compensatio , da ges as provided for in Section 3706 of the Labor Code, Interest and attorney's fees. CONSTRUCTION LENDING AGENCY. IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is s ue Lender's Name: _____________________ Lender's Address: __ t-11f'----------------,.-------y----- CONTRACTOR PRINT: mil¥: h)e&\e,t..e.--> • SIGN: (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License law for the following reason: 0 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 property 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 of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 01, 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). 0 I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: D "Owner Builder acknowledgement and verification form" has been filled out, signed and attached to this application. Proof of identification attached. 0 Owners "Authorized Agent Form" has been filled out, signed and attached to this application giving the agent authority to obtain the permit on the owner' behalf. Proof of identification attached. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that o copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http://www.leginfo.ca.gov/ca/aw.html. OWNER PRINT: _____________ SIGN: _________ DATE: ______ _ APPLICANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIME OF SUBMITTAL By my signature below, I certify that: I am the property owner or State of California Licensed Contractor or authorized to act on the property owner or contractor's behalf. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' de,p oM demo/;t;on o, ronmoctlon of"'"""'" ""'' 3 '""'" In height. ~ ~ APPLICANT PRINT:Anita Thornton SIGN: ~lir--~---"-1--~-----0.DATE: _2_11_9_12_1 __ _ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-2 Page 2 of 2 Rev. 08/20 Building Permit Inspection History Finaled (cityof Carlsbad PERMIT INSPECTION HISl'ORV for (CBC2021-0059) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Scheduled Actual Inspection Type Date Start Date 06/14/2021 D8I09I2021 08/1112021 06/14/2021 BLDG-Fire Final Checklist Item FIRE-Building Final 08/0912021 BLDG-Fire Final Checklist Item FIRE-Building Final BLDG-14 Frame/Steel/Bolting/We ldlng (Decks) Checklist Item Application Date: 02/23/2021 Owner: Issue Date: 05/04/2021 Subdivision: Expiration Date: 05/04/2022 Address: 2810 WHIPTAIL LOOP, # 101 IVR Number: 31717 CARLSBAD, CA 92010 Inspection No; 159508-2021 COMMENTS Inspection Primary Inspector Status Failed Adalmlra Maldonado 1. Fire department access doors shall be labeled on the exterior side with the following sign or other approved sign:" FIRE DEPARTMENT ACCESS DOOR DO NOT BLOCK" 2. Remove storage from above egress door. 3. Provide fire exli ng uishers per title 19 division 1 section 569, minimum 4a40bc 4. Provide exit lighting where required.Must be visible from any direction of egress travel. See plan for notes. 163800-2021 Passed Adalmlra Maldonado COMMENTS 163941-2021 Scheduled Tim Kersch COMMENTS Reinspection Inspection Reinspection Incomplete Passed No Complete Passed Yes Incomplete Passed BLDG-Building Deficiency No BLDG-Final Inspection 163942-2021 Passed nm Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Wednesday,August11,2021 Page 1 of 1 ·--· , _____ ..............,_....,._. __ _ f \ DATE: 3-12-2021 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2021-0059 ✓. EsG1I A Si\FEbt.iilt Cornpwiy SET: I PROJECT ADDRESS: 2810 Whiptail Loop West □ APPLICANT □ JURIS. PROJECT NAME: Nix.on-2,001.5 1ft x 20 ft of Storage Racks (280,210 cubic ft) ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: 1:8} EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephone 0 REMARKS: (by: Telephone #: ) Email: Fax In Person By: Erich A. Kuchar, P.E. EsGil 2-26-2021 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 - Carlsbad CBC2021-0059 ' 3-12-2021 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Erich A. Kuchar, P.E. PLAN CHECK#.: CBC2021-0059 DATE: 3-12-2021 BUILDING ADDRESS: 2810 Whiptail Loop West BUILDING OCCUPANCY: B/ S-1 BUILDING AREA Valuation Reg. PORTION ( Sq. Ft.) Multiplier Mod. High Storaqe 280210 1.54 Racks Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance I 1997 UBC Building Permit Fee ~] I 1997 use Plan Check Fee Type of Review: P' Complete Review r Other VALUE r Structural Only r Repetitive Fee ~ I~ Repeats ,. r Hourly EsGII fee ,. ------r ® • ($) 431,523 431,523 l $1,173.037 Sheet 1 of 1 BRETT ALBLINGER SPECIAL INSPECnONS 1223 Cinchona St, Vista, CA 92083 (858) 205-2333 REGISTERED INSPECTOR'S DAILY REPORT TYPE OF INSPECTION REQUIRED JobAddrn• Type ol S1rUC1llre s. lntptelOPII ,._ Brett Alblinger QI. Reinforced Concrete D Post Tensioned Concrete D Structural Masonry ICBOI/CC ALL CITIES & JURISDICTIONS INSPECTION & MATERIAL TESTING JobHumNr D Structural Steel Assembly D Fireproofing JI:! Quality Control □ Epoxy Anchors □Asphalt □ Other 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, STRUCTU~L CONNECTIONS (WELD MADE H f_ BOLTS TORQUED CHECKED, ETC SAMPLES CONCRETE MORTAR GROUT PAGE OF CERTIFICATION OF COMPLIANCE: To tile belt of my knowledge, all oflhe reported work. unless odlelwlse in oonfl.lrtmlnce With the app,O\'ed plans, 1pecificati0t1s. and applica'!lll,l,..iR:llopdl'ithe IJ<)Yitttling building ~ S0#656 Certification Number BLOCK PRIIIIS DENSITY TIMEIN TMEOUT REG.HOURS or 1.5 x OT2X All ............. _...,.,,......,...,,af4IIOln.o.er•-•8hourl'mln/mJm. ,.,_,,.,........,.•~--•t>t""""DOd n ..,,11our_ Af't'RO\IED T SUPERINTENDENT ICC# 0881693~88184/89 I Structural Engineering $ Design, Inc 1815 Wright Ave La V erne. Ca. 9 1750 Tel: 90.9-596 -1351 Fax: 9 0 9-596-7186 Prqject Name : NIXON Prqject Number : SED-1.221.20-14 7 Date : 02/16/21 Street Address: 2810 WHIPTAIL LOOP City/State : CARLSBAD, CA 92010 Scope of Work : STORAGE RACKS 02-17-21 > 1--0 a 'r" en ON IA. COO .. , NNO o-N(") 'r"~ 0 O'> N I ~ ~ N 0 N 0 al 0 Structural Engtneering & Design Inc. 1a1 s Wdght Ave La \lame. CA 91750 Tel; so9 see 1351 fax-898 ses zrns By: Bob S Project: Nixon Project#: 122120-147 TABLE OF CONTENTS Title Page.............................................................................................................. 1 Table of Contents................................................................................................... 2 Design Data and Definition of Components ... ......... ......... ..................................... 3 01tlcal Configuration............................................................................................. 4 Seismic Loads....................................................................................................... 5 to 6 COiumn .................................................................................................................. 7 Beam and Connector ......................................................................................... ".. B to 9 Bracing.................................................................................................................. 10 Anchors................................................................................................................. 11 Base Plate ............................... ...... ... ............... ..... .... ... ... ..... . ............. ........ ............ 12 Slab on Grade ........................................................ .,............................................. 13 Other COnflguratlons ............................................................................................. 14 type I selectg-rnxon.xls f'a'de 2... of l ~ 12/21/2020 • ·----•> ... ----•~---~, ~C•• Structural E~gineering & Design Inc. 1815 Weight Ave La Verne. CA 91750 re1· 909.5961351 fax: 909 596.7186 By: BobS Project: Nixon Project#: 122120-147 Design Data 1) The analyses herein conforms to the requirements of the: 2018 /BC Section 2209 2019 CBC Section 2209 ANSI MH 16.1-2012 Specifications /qr the Design of Industrial Steel Storage Racks "2012 RMI Rack Design Manual" ASCE 7-16, section 15.5.3 2) Transverse braced frame steel conforms to ASTM A570, Gr.55, with minimum strength, Fy=SS ksl Longitudinal frame beam and connector steel conforms to ASTM A570, Gr.55, with minimum yield, Fy=SS ksl All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksl 3) Anchor bolts shall be provided by Installer per ICC reference on plans and calculations herein. 4) All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed In shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 5) The existing slab on grade Is s·., thick with minimum 2500 psi compressive strength. Allowable Soil bearing capacity Is 750 psf. The design of the existing slab Is by others. 6) Load combinations for rack components correspond to 2012 RMI Section 2.1 for ASD level load criteria Definition of Components Beam Lengdi lnlnt. View: Down Ajsl! (lonqitudtnell Fnme type I selectq-n1xon.xls Sect.ion A: 0-0.S Aisle (Tla)Sw~ ) warne Pa,ae 3 of I 'i [Jagon:al Iha, I 2/2 1/2020 Structural Engineering & Design Inc. 1815 Wright Aye La Verne, CA 91750 Tei: 909,596,1351 fax· 909 596 7186 By: Bob S Project: Nixon Project#: 122120-14 7 Configuration & Summary: TYPE A SELECTI VE RACK -,.._.- 62" + 6211 + 26" + 240" 22" + 22" + 22" +-8" ~ .J Seismic Criteria Ss=0.932, Fa=l.127 Component Column Column & Backer Beam Beam Connector Brace-Horizontal Brace-Dlagonal Base Plate Anchor Slab & Soil Level I Load** Per Level 1 1.,000 lb 2 1,000 lb 3 1,000 lb 4 1,000 lb 5 2,500 lb 6 2,500 lb 7 2,500 lb 96" 2411 240" --'i-s- 24" 4.--2411 --'i-s- 24" --'i-s- 24" .....>I.._- }-42" -,I-- **RACK COLUMN REAC710NS ASDLOADS AXIAL DL;, 175 lb AXIALLL= 5,750 lb SEISMIC AXIAL Ps=+/-4,264 lb BASE MOMENT= 0 in-lb # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Frame Type 7 42 In 240.0 in 8 96 in Single Row Description STRESS Fy=55 ksi Mecalux uao P=2550 lb, M=6474 in-lb 0.34-OK None None None N/A Fv=55 ksi Intlk 40E 4Hx2.75Wx0.059''Thk Lu=96 in I Capacity: 4966 lb/pr 0,2-OK Fv=55 ksl Lvl 1: 3 pin OK I Mconn=2030 in-lb I Mcap=12691 In-lb 0.16-OK Fv=55 ksl Mclx U515 Sgl 1.97x1.38x16ga(U80) 0.26-OK Fv=55 ksl Mclx U515 Sgl 1.97x1.38x16ga(U80) 0.18-OK Fy=36 ksl 5.23x3.39x0.25 I Fixity= 0 In-lb 0.72-OK 1 per Base 0.5'' x 3.25" Embed Powers Sd2 ESR 2502 Inspection Reqd (Net Seismic Uplift=1665 lb) 0.783-OK 5" thk x 2500 psi slab on grade. 750 psf Soll Bearing Pressure 0.98-OK I Story Force I Story Force Column I Column I Conn. Beam Beam Spcg Brace Transv Longlt. Axial Moment Moment Connector 8.0 in 24.0 In 9 Ib 4 lb 5,925 lb 1,500 "# 2,030 "# 3 pin OK 22.0 In 24.0 In 32 Ib 14Ib 5,400 lb 3,280 "# 2,627 "# 3 pin OK 22.0 in 24.0 In 55 lb 24Ib 4,875 lb 3,205 "# 2,556 "# 3 pin OK 22.0 In 24.0 In 79 lb 33 lb 4,350 lb 3,076 "# 2,630 "# 3 pin OK 26.0 In 24.0 In 254Ib 108Ib 3,825 lb 3,418 11# 4,355 11# 3 pin OK 62.0 In 24.0 In 412 lb 175 lb 2,550 lb 6,474 11# 4,474 "# 3 pin OK 62.0 In 24.0 In 570 lb 242 lb 1,275 lb 3,757 "# 2,208 "# 3 pin OK 16.0 in ** Load defined as product welgl1t per pair of beams Total: 1,410 lb 600 Ib type I 5electg-rnxon.xl5 Fa~e 9 of (y 12121/2020 Structural Engineering & Design Inc. 1815 Wright Ave La Verne, CA 91750 Tel· 909 596,1351 fax; 909,596,7186 By: Bob S Project: Nixon Seismic Forces Configuration: TYPE A SELECTIVE RACK Lateral analvsl1 Is performed with regard to the requirements of the 2012 RMI ANSI MH lfi,1-2012 Sec 2,6 • ASCE 7-16 sec 15,5,J Transverse {Cross Alsle) Seismic Load V= Cs*Ip*Ws=Cs*Ip*(0.67*P*Prf+D) Cs1= Sds/R Cs-max* Ip= 0.1751 Vm1n= 0.015 = 0.1751 Cs2= 0.044*Sds = 0.0308 Cs3= 0.S*S1/R = 0.0428 Eff Base Shear=Cs= 0.1751 ru....Ja,c=v••~~!;;.; ..... Cs-max= 0.1751 Barie Shear Coeff=Cs= 0,1751 Level PRODUCT LOAD P P*0.67*PRF1 1 1,000 lb 670 1b 2 1,000 lb 670 1b 3 1,000 lb 6701b 4 1,000 lb 670 lb 5 2,500 lb 1,675 lb 6 2,500 lb 1,675 lb 7 2,500 lb 1,675 lb sum: P=ll500 lb 7,705 lb Lon itudinal Downalsle Seismic Load Ws= (0.67*P~1 * PL)+DL (RMI 2.6.2) = 8 055 lb Vtransv=Vt= 0,1751 * (350 lb+ 7705 lb) Etransverse= 1,410 lb Limit States Level Transverse seismic shear per uprfgllt DL hi wl*hl 50 lb 8 In 5,760 50 1b 30in 21,600 50 1b 521n 37,440 501b 74in 53,280 50 lb 100 in 172,500 50 lb 1621n 279,450 50 lb 224in 386,400 3501b W=8055 lb 956,430 Project#: 122120-147 Ss= 0.932 51= 0.342 Fa= 1.127 Fv= 1.960 Sds=2/3*Ss*Fa= 0.700 Sd1=2/3*S1 *Fv= 0.447 Ca=0.4*2/3*Ss*Fa= 0.2801 (Transverse, Braced Frame Dir.) R= 4.0 Ip= 1.0 PRF1= Pallet Height=hp= 48.0 in DL per Beam Lvl= 50 lb Fi Fi* hi+h 2 8.5 lb 272-# 31.8 lb 1,717-# 55.2 lb 4,195-# 78.5 lb 7,693-# 254.3 lb 31,533-# 412.0 lb 76,632-# 569.6 lb 141,261-# 1,410 lb l:=263,303 Similarly for longitudinal seismic loads, using R~6.0 Ws= (0,67 * PLRn * P) + DL PRF2= 1.0 ~ Cs1=Sd1/(T*R)= 0.0745 = 8,055 lb (Longitudinal, Unbraced Dir.) R~ 6.0 t~~~~~ ~ Cs2= 0.0308 CS=Cs-max*Ip= 0.0745 T= 1.00 sec Cs3= 0.0285 Vlong= 0.0745 * (350 lb + 7705 lb) t~~~~~~ ~ Cs-max= 0.0745 Elongltudlnal= 600 lb Limit StJJtar Le viii Lon git • ..tsmlc •IHNlr JHIT upr(fJht Level PRODUC LOAD P P*0.67*PRF2 DL hi wl*hi Fi Front Ylew 1 1,000 lb 670 1b 50 lb Bin 5,760 3.6 lb 2 1,000 lb 670 1b 50 lb 30in 21,600 13.6 lb 3 1,000 lb 670 1b 50 lb 52 in 37,440 23.5 lb 4 1,000 lb 670 lb 50 1b 741n 53,280 33.4 lb 5 2,500 lb 1,675 lb 50 1b 100in 172,500 108.2 lb 6 2,500 lb 1,675 lb 50 1b 162 in 279,450 175.3 lb 7 2,500 lb 1,675 ib SO lb 224 in 386,400 242.4 lb sum: =======7=7=0=5=1b====3=5=0=1b=====W===8=0=5=5=1b====9=5=6=4=3=0 =======6=00====1b======== type I select,a-n,xon .xis Pa,ae ';,-of ( 'f 12/21/2020 Structural Engineering & Design Inc. 1815 Wciqbt Aye La Verne CA 91750 TeJ· 909,596 1351 fax· 909 596,7186 By: Bob S Project: Nixon Project#: 122120-147 Downaisle Seismic Loads Configuration: TYPE A SELECTIVE RACK Determine the story moments by applying portal analysis. The base plate Is assumed to provide no fixity. Seismic Story Forces Vlong= 600 lb · Vcol=Vlong/2= 300 lb Fl= 4 lb F2= 14 lb F3= 24 lb Seismic Story Moments TypiGII tr.i mc m~~• o( two column, I I 88:88:8 r-96' -, ... _______ .. ✓ ConcepJual System Typle,1I Fr.ime m~4c L of two columns ,,_ -----, Mbase-max= 0 in-lb Mbase-v= (Vcol*hleff)/2 <=== Default capacity h1-eff= hl -beam clip height/2 = 5 In = 750 in-lb <=== Moment going to base Mbase-eff= Minimum of Mbase-max and Mbase-v = 0 In-lb PINNED BASE ASSUMED M 1-1= [Veal * hleff]-Mbase-eff M 2-2= [Vcol-(Fl)/2] * h2 = (300 lb * 5 ln)-0 in-lb = [300 lb -6.8 lb]*22 ln/2 = 1,500 in-lb = 3,280 In-lb Msels= (Mupper+Mlower)/2 Msels(l-1)= (1500 In-lb+ 3280 in-lb)/2 = 2,390 In-lb Msels(2-2)= (3280 In-lb + 3205 ln-lb)/2 = 3,243 In-lb LEVEL 1 2 3 4 5 6 7 Summary of Forces hi Axial Load Column·Moment** 8 In 5,925 lb 1,500 In-lb 22 In 5,400 lb 3,280 in-lb 22 In 4,875 lb 3,205 In-lb 22 In 4,350 lb 3,076 In-lb 26 In 3,825 lb 3,418 In-lb 62 In 2,550 lb 6,474 in-lb 62 In 1,275 lb 3,757 in-lb Mconn= (Mselsmic + Mend-fixlty)*0.70*rho Mconn-allow(3 Pin)= 12,691 In-lb Mselsmlc** 2,390 In-lb 3,243 In-lb 3,141 in-lb 3,247 in-lb 4,946 in-lb 5,116 In-lb 1,879 In-lb **all moments based on limit states level loading Mend-fix! 510 In-lb 510 in-lb 510 in-lb 510 in-lb 1,275 in-lb 1,275 in-lb 1,275 In-lb Vcol ~-e•rt-1----_-_-_-_-_-_-_-_-+r_ h2 h1 h1eff Beam to Column Elevation rho= 1.0000 Mconn** Beam Connector 2,030 In-lb . 3 pin OK 2,627 In-lb 3 pin OK 2,556 in-lb 3 pin OK 2,630 In-lb 3 pin OK 4,355 In-lb 3 pin OK 4,474 In-lb 3 pin OK 2,208 In-lb 3 pin OK COL type I selectg-rnxon.xls Page (If) of i l/ 12/21/2020 Structural Engineering & Design Inc. 1815 Wrjaht Ave La Verne. CA 91750 Tel' 909 596 1351 fax' 909.596.7186 By: Bobs Project: Nixon Project#: 122120-147 Column (Longitudinal Loads) Configuration: TYPE A SELECTIVE RACK Section Properties Section: Mecalux USO Aeff = 0.616 ln"2 Ix = 0.946 ln"4 Sx = 0.596 in"3 rx = 1.240 In Qf= 1.67 ly = 0.503 ln"4 Sy = 0.347 In" 3 ry = 0.903 in Fy= 55 ksl Kx = 1.7 r--3.200 In -1 lx = 60.0 in Ky= 1.0 Ly= 24.0 In Cb= 1.0 T 0,0751n 2.700 In E= 29,500 ksl Cmx= 0.85 _l_ Loads Considers loads at level 6 COLUMN DL:c: 50 lb Oitical load cases are: RMI Sec 2.1 COLUMN PL= 2,500 lb load cases:: (1+0.105*Sds)D + 0.75*(L4+0.14Sds)*B*P + 0.75*(0.?*rho*E)<= 1.0, ASD Method Mcol= 6,474 In-lb axial load coeff: 0.7864647 * P seismic moment coeff: 0.5625 * Meo! Sds= 0.7002 load Case 6: : (1+0.14*Sds)D + (0.85+0.14Sds)*B*P + (0.7*rflo*E)<= LO, ASD Method 1+0.105*Sds= 1.0735 axial/oad coeff: 0.66362 seismic moment coeff: 0.7 * Meo/ Sy analysis, Load c.ise 5 governs utlllzlng loads as such l.4+0.14Sds= 1.4980 1 +0.14Sds= 1.0980 O.B5+0.14*Scls= 0.9480 B= 0.7000 rho= 1.0000 Axlal Analysis Axial Load=Pax= 1.073521•IIO lb+ 0.7S* 1.4981128 • 0.7 • 259011 Moment=Mx= 0.7S*0,7"rho*Mcol "' 2,020 lb = 0.S25*6474 In-lb = 3,399 In-lb Kxlx/rx = 1.7*60"/1.24" = 82.3 Fe= nA2E/(KL/r)maxA2 = 43.0ksi Kyly/ry = 1*24"/0.903" = 26.6 Fy/2= 27.5 ksi Pn= Aeff'l'Fn fie:= 1.92 = 23,054 lb P/Pa"' 0.17 > 0.15 Bending Analysis Check: Pax/Pa + (Cmx*Mx)/(Max*µx) s 1.0 P/Pao + Mx/Max s 1.0 Pno= Ae*Fy Pao= Pno/Qc Fe> Fy/2 Fn= Fy(Hy/4Fe) = 55 ksl*[l-55 ksl/(4*43 ksl)] = 37.4 ksl Pa= Pn/Qc = 23054 lb/1.92 = 12,007 lb Myleld=My= Sx*Fy = 0.616 ln"2 *55000 psi = 33,880 lb = 33880lb/1.92 = 17,646 fb = D.596 ln"3 * 55000 psi = 32,780 in-lb Max= My/Qf = 32780 ln-lb/1.67 = 19,629 In-lb µx=-{1/[1-(Qc*P/Pcr)]}"-1 = {1/[1-(1.92*2020 lb/26482 lb)]}A-1 = 0.85 Combined Stresses Pcr,e; n" 2EI/(Kl)max" 2 = n"2*29500 ksl/(l.7*60 ln)"2 = 26,482 fb (2020 lb/12007 lb) + (0.85*3399 in-lb)/(19629 in-lb*0.85) = (2020 lb/17646 lb)+ (3399 ln-lb/19629 In-lb)= 0.34 0.29 < 1.0, OK < 1.0, OK (EQ C5-1) (EQ CS-2) ** For comparison, total column stress computed for load case 6 is: 33.0% ring loads 1713.9504 lb Ax/al and M= 4531 In-lb type I ~lect,a-mxon .xle Paqe 7 of f 'j 12/21/2020 ______ __...,._._,_,.~ .. Structural Engineering & Design Inc. 1815 Wriqbt Aye La \leme, CA 81750 Tel· 808 586 1351 fax: 009.596 7186 By: BobS Project: Nixon BEAM configuration: TYPE A SELECTIVE RACK DETERMINE ALLOWABLE MOMENT CAPACITY Al check compression flange for local buckling {62.ll w= c -2*t-2*r = 1.75 in -2*0.059 In • 2*0.059 In = 1.514 In w/b= 25.66 l=lambda= [1.052/(k)"0.5] * (w/t) * (Fy/E)"0.5 = [1.052/(4)"0.5] * 25.66 * (55/29500)"0.5 = 0.583 < 0.673, Flange Is fully effective B) check web for local buckling per sectjon b2.,l fl(comp)"' Fy*(y3/y2)"' 50.23 ksl f2(tenslon)"' Fy*{y1/y2)= 101,99 ksl Y= f2/fl = -2.03 k= 4 + 2*(1-Y)"3 + 2*(1-Y) "'65.70 flat depth=W= yl+y3 Eq. B2.3-5 Eq, B2,3-4 Eq, B2.1·4 Eq. B2,1-1 = 3.764 In w/t= 63.79661017 OK !=lambda= [1.052/(k)"0.5] * (w/t) * (f1/E)"0.5 = [1.052/(65,])AQ,5] "'3,764 * (50,2J/29500)A0,5 = 0.342 < 0.673 be=w= 3. 764 In bl= be(3-Y) = 0.748 b2= be/2 = 1.88 In bl+b2= 2.628 In > 1.242 In, Web Is fully effective Determine effect of cold working on steel yield point (Fval per section A7.2 Fya"' C*Fyc + (1--C)*Fy (EQA7.2-1) Lcorner=Lc"' (p/2) * (r + t/2) 0.139 In Lflange-top=Lf= 1.514 In C= 2*Lc/(Lf+2*Lc) = 0.155 In Eq B2.3·2 Project#: 122120-147 :1.75ln tsln { T 4,000ln 1.4251n _J_ l~ 0,05Uln Beam"' Intlk 40E 4Hx2 75WX0 059"Thk I I Ix= 1.667 ln"4 Sx= 0.783 in"3 Ycg= 2.640 In t= 0.059 In Bend Radlus=r= 0.059 In Fy=Fyv= 55.00 ks1 Fu==Fuv= 65.00 ksl E= 29500 ksl top flange"'b"' 1.750 In bottom flange= 2.750 In Web depth= 4.rnn ·~ ...._ F,i - ITT m= 0.192*(Fu/Fy) -0.068 "'0.1590 (EQ A7.2·4) depth Be= 3.69*(Fu/Fy) -0.819*(Fu/Fy)"2 -1.79 = 1.427 since fu/Fv= 1.18 < 1.2 and r/t= 1 < 7 OK then Fyc:o: Be "' Fy/(R/t)"'m (EQ A7.2-2) = 78.485 ksl Thus, Fya-top== 58.64 ksl (tension stress at top) Fya-bottom:::: Fya*Ycg/(dept:h -Ycg) = 113.84 ksl (tension stress at bottom) check allowable tension stress for bottom flange Lflange-bot=Lfb= Lbottom -2*r*-2*t = 2.514 in Cbottom=Cb= 2*Lc/(Lfb+2*lc) = 0.100 Fy-bottom=Fyb= Cb*Fyc + (1-Cb)*Fyf = 57.34 ksl Fya= (Fya-top)*(Fyb/Fya-bottom) = 29.54 ksi (EQA7,2-3) If F= 0.95 Then F'l'Mn=F*Fya*Sx= I 21.96 ln-k 'l . I y1 Yeo l_ Yi== Ycg-t-r= 2.522 In y2= depth-Ycg= 1.360 In y3= y2+r= 1.242 In Structural Engineering & Design Inc. =:===========""1:!!!:a,!,!151ii=:!::w!!::!:rl~a!!:!h!:t A!:::!av!::!e:!::::::!:L!!!a::!V!:::!ie!!:!m~ei!:.!:· =c!!:A:!::9!!::1!::!7:!!!5:!!!:Q::!J:'!!e!!cJ•::!l!g:!!!:oe~-!!!5:il!i96~1~35!!::1!:::!:fa~x;!!,:· :!!!9:!!!:09~,:!!!:5~96~,~Z1=!ol8!96!:============ By: Bob S Project: Nixon BEAM Contlguration: TYPE A SELELTlVE RACK RMI Section 5.2, PT II Section Beam= Intlk 40E 4Hx2.75Wx0.059"Thk lx=lb= 1.667 1nA4 Sx= 0.783 lnAJ t= 0.059 In Fy=Fyv= 55 ksl Fu=Fuv= 65 ksi E= 29500 ksl F= 150.0 L= 961n Fya= 58.6 ksi Beam Level= 1 P=Product Load= 1,000 lb/pair D=Dead Load= 50 lb/J)<lir 1. Check Bending stress Allowable Loads Mcenter=F*Mn= W*L*W*Rm/8 W=LRFD Load Factor= 1.2*D + 1A*P+1.4*(0,12S)*P FOR Dl=== 2% of Pl, W= 1.599 Rm= 1 -[(2*F*L)/(6*E*Ib + 3*F*L)] RMI 2.,Z Item 8 1 -{2*150*96 ln)/[(6*29500 ksl*l.667 ln"3)+(3*15D*96 in}] = 0.915 If F= 0.95 Then F*Mn,,,F*Fya*Sx= 43.59 ln-k Thus, allowable load per beam palr=W= F*Mn*S*( # of beams)/(L *Rm*W) ,. 43.59 ln-k * 8 * 2/(961n * 0.915 * 1.599) = 41966 lb/pair allowable load based on bending stress Mend= W*L *(1-Rm)/8 = (4966 lb/2} * 96 In* (1-0.915)/8 = 2,533 In-lb @ 4966 lb max allowable load = 0,510 In-lb @ 1000 lb Imposed product load 2. Check Deflection stress Allowable Loads Dmax= Dss*Rd Rd= 1 -(4*F*L)/(5*F*L + lO*E*Ib} = 1 -(4*150*96 ln)/[(5*150*96 In)+(10*29500 ksi*i.667 JnA4)] = 0,898 In If Dmax= 1./180 Based on l/180 Deflection Criteria and Dss= 5*W*L"'3/(384*E*Ib) Lj180i= 5*W*LA3*Rd/(384*E*Ib*# of beams) solving for W yields, W= 384*E*I*2/(1B0*S*L A2*Rd) = 3B4*1.6671nA4*2/[180*5*(96 ln)"'2*0.898) = 5,071 lb/pair allowable load based on deflection 1/mlts Project#;· 122120-147 :t.7sln t51n 4 T 1,6251n 4.000 In _j_ l ~ 0.059 In f: = .. .. -.. Allowable Deflection"" l/180 "' 0.533 In Deflection at Imposed Load= 0.107 In Thus, based on the least c.apaclty of Item 1 and 2 above: A owable load= 4,966 bf pair Imposed Product Load= 1,000 lb/pair Beam Stnss= • Beam at Level 1 ---------- p-. 2... Structural Engineering & Design Inc. 1815 Wright Aye I a Verne CA 91750 Tel· 909 586 1351 Eax-9Q9 686 7166 By: Bob S Project: Nixon Project#: 122120-147 3 Pin Beam to Column Connection TYPE A SELECTIVE RACK I he beam end moments shown herein show the result of the maximum Induced fixed end monents tom, seismic + static loads and the code mandated minimum value at 1.5%(DL+PL) Mconn max:::i (Mselsmlc + Mend-flxltyJ"'D.7D"'Rho = 2,030 in-lb Load at level 1 Connector Type--3 Pin Shear capacity Of Pin Pin oram= 0.44 ln Ashear= (0.438 ln)A2 * Pl/4 = 0.1507 ln"2 Pshear= 0.4 * Fy * Ashear = 0.4 * 55000 psi * 0.15071n"2 = 3,315 lb Bearing Capacity of Pin teal= 0.075 in omega= 2.22 Fy= 55,000 psi Fu--65,000 psi a"" 2.22 Pllearlng= alpha * Fu * diam "' teal/Omega = 2.22 * 65000 psi "' 0.438 In * 0.075 ln/2.22 = 2,135 lb < 3315 lb Moment c.apaclty of Bracket Edge Dlstance=E= 1.00 In Pin Spacing"' 2.0 In Ce= Pl+P2+P3 tcllp= 0.18 In = P1 +Pi *(2.S"/4.S")+Pl *(0.5"/4.5") = 1.667 * P1 Mcap"' Sdlp * Fbendlng = 0.127 in"3 * 0.66 * Fy = 4,610 in-lb Pcllp:=: Mcap/(1.667 * d) C*d= Mcap = 1.667 = 4610.1 ln-lb/(1.667 * 0.5 in) = 5,531 lb Thus, Pl= 2,135 lb Mconn-allow= [Pi *4.S"+P1 *(2.5"/4.5")*2.S"+Pl *(0,5"/4,5")*0.5"] = 2135 LB*[4.5"+(2.5"/4.5")*2.5"+ {0.5"/4.5")*0.5"] = 12,691 ln·lb > Mcann max, OK type I selectg-r11xon,)(l5 "~------iw ............ .,,- , . -· _ _._ ...... _ Fy= 55,000 psi Scllp= 0.127 ln"3 d= E/2 = 0.50 in rho--EIIB 12/21/2020 Structural Engineering & Design Inc. 1815 Wrjaht Aye La Veme CA 91750 Tel· 909 596,1351 Fax-909.596,7186 By: BobS Project: Nixon Project#: 122120-147 Transverse Brace Configuration: 1YPE A SELECTIVE RACK Section Properties Diagonal Member= Mclx US15 Sgl 1.97x1.38x16ga(U80) Area= 0.228 in"2 r min= 0.446 In Fy= 55,000 psi K= 1.0 Qc= 1.92 Frame Dimensions Dia onal Member Bottom Panel Helght=H= 24.0 In Frame Depth=D= 42.0 In Column Width=B= 2.7 in Horizontal Member= Mdx US15 Sgl 1.97x1.38x16ga(U80) Area= 0.228 ln"2 r min= 0.446 in Fy= ss,ooo psi K= 1.0 Clear Depth=D-8*2= 36.6 In X Brace= NO rho= 1.00 .... 0 I Load case 6: : (J,:tl}.1..04-~ + f(U.85+0.14Sds)*B*P + [OJ*rho*EJ<= 1.0, ASD Method vtransvene= 1,410 lb Yb=vt:tanw*0.7*rha• 1410 lb * 0.7 * 1 = 987.lb Ldlag= [(D-B*2)"2 + (H-6")"2]"1/2 = 40.8 In Pmax= V*(ldlag/D) * 0,75 = 7191b (kl/r)= {I< * Ldlag)/r min = (1 x 40.8 In /0.446 In) = 91.5 In Fe"' pl" 2*E/(kl/r)" 2 = 34,776 psi ax/a/ load on d/. '/f8/ brace member Since Fe>Fy/2, Pn= AREA*Fn = 0.228 In" 2 * 33254 psi = 7,572 lb Pallow= Pn/Q "" 7572 lb /1.92 ""· 3,944 lb Pn/Pallow= Horizontal brace VbmVtransv"'0.7*rho= 987 lb 0.18 (kl/r) = (k * Lhoriz}/r min = (1 x 42 In) /0.446 In = 94.2 In Since Fe>Fy/2, Fn=Fy*(Hy/4fe) = 31,951 psi Pn/Pallow= 0,26 type I ~elect,a-n1xot1.xb <= 1,0 OK <= 1,0 OK Fn= Fy*(1-fy/4fe) = 33,254 psi B +t Fe= pl"2*E/(ld/r)"2 = 32,811 psi Pn= AREA*Fn = 0.2ZBln"2*31951 psi = 7,275 lb Pa'ile IO of ( Y Fy/2= 27,500 psi Pallow= Pn/Qc = 7275 lb /1.92 = 3,789 lb 12/21/2020 Structural Engineering & Design Inc. 1815 Wright Ave La Yecoe CA 91750 Tei · 9095961351 Fax· 909 596 7186 By: Bob S Project: Nixon Project#: 122120-147 Slngle Row Frame Overturning Configuration: TYPE A SELECTIVE RACK Loads Crltlcal Load case(s): 1) RMI Sec 2.2, Item 7: (0.9-0.2Sds)D + (0.9-0.20Sds)*B*Papp -E*rho Vtrans=V=E=Qe= 1,410 lb DEAD LOAD PER UPRIGHT=D= 350 lb PRODUCT LOAD PER UPRIGHT=P= 11,500 lb Papp=P*0.67= 7,705 lb Wst LC1=Wst1=(0.75996*D + 0.75996*Papp*1)= 6,121 lb Sds= 0.7002 (0.9-0.2Sds).= 0.7600 (0.9-0.2Sds)= 0.7600 B=--- Product Load Top Level, Ptop= 2,500 lb DL/Lvl= 50 lb Seismic Ovt based on E, E(Fl*hl)=· 179,125 In-lb heloht/deoth ratio= 5.3 In Al Fullv Loaded Rack Load case 1: Movt= E(Fl*hl)*E*rho = 179,125 in-lb rho= 1.0000 Frame Depth=Df= 42.0 In Htop-lvl=H= 224.0 in # Levels= 7 # Anchors/Base= 1 ho= 48.0 In h=H+ho/2= 248.0 In Mst= Wstl * Df/2 = 6121 lb * 42 in/2 = 128,541 In-lb SIDE ELEVATION T= (Movt-Mst)/Df = (179125 In-lb -128541 ln-lb)/42 In = 1,204 lb Net Upfllt per Column I Net Seismic Uolift= 1,204 lb B) Ton Level Loaded Onlv Load case 1: 0 Vl=Vtop= Cs* Ip* Ptop >= 350 lb for H/D >6.0 Movt= [Vl *h + V2 * H/2]*rho = 0.1751 * 2500 lb = 115,426 In-lb = 4381b T= (Movt-Mst)/Df Vleff= 438 lb Critical Level= 7 = (115426 In-lb • 45484 ln-lb)/42 In V2=VoL = Cs*Ip*D Cs*Ip= 0.1751 = 1,665 lb Net Uplift per Column = 61 lb Mst= (0.75996*D + 0.75996*Ptop*l) * 42 ln/2 = 45 484 In-lb I Net Seismic Upllft= 1,665 lb Anchor Check (1) 0.5" x 3.25" Embed Powers Sd2 anchor(s) per base plate. Special inspection is required per ESR 2502, Fully Loaded: Top Level Loaded: Pullout Capaclty=Tcap= 1,961 lb L.A. City Jurisdiction? NO Shear Capacity=Vcap= 2,517 lb Phi = 1 (1204 lb/1961 lb)"'l + (705 lb/2517 lb),...1 = (1665 lb/1961 lb)A1 + (218 lb/2517 lb)Al = type I 5electg-mxon.Xl5 rage ( I of I '/ 0.89 0.94 Tcap*Phl= 1,961 lb Vcap*Pht= 2,517 lb <= 1.2 OK <= 1.2 OK 12/21/2020 Structural Engineering & Design Inc. 1815 Wri9bt Aye La Verne CA 91750 Jel: 909,596 1351 fax: 909 596 7186 By: Bob S Project: Nixon Project#: 122120-147 Base Plate Configuration: TYPE A SELECTIVE RACK Sectlon Baseplate= 5.23x3.39x0.25 Eff Wldth=W = 5.23 In Eff Depth=D = 3.39 In Mb Column Wldth=b = 3.20 In Column Depth=dc = 2.70 In a = 1.62 In Anchor c.c. =2*a=d = 3.23 In N=# Anchor/Base= 1 Fy = 36,000 psi I b l+--L L = 1.02 In ----w Plate Thlckness=t = 0.250 In Downalsle Elevation Down Aisle Loads Load Case 5:: {1+0.105*5ds)D + 0.75*((1.4+0.14Sds)*B*P + 0.75*[0.7*rho*El<=-1.0, ASO Method COLUMN DL= 175 lb Axlal=P= 1.073521 * 175 lb+ 0.75 * (1,498028 * 0.7 * 5750 lb} COLUMN PL= 5,750 lb = 4,710 lb Base Moment= 0 In-lb 1+0.105*Sds= 1.0735 Mb= Base Moment*0.75*0.7*rho = 0 In-lb * 0.75*0.7*rho 1.4+0.14Sds= 1.4980 = 0 In-lb B= Axial Load P = 4,710 lb Mbase=Mb = 0 In-lb Axfal stress=fa = P/A = P/(D*W) = 266 psi Moment Stress=fb = M/5 = 6*Mb/[(D*B"2] = 0.0 psi Moment Stress=fb1 = fb-fb2 = o.o psi M3 = (1/2)*fb2*L*(2/3)*L = (1/3)*fb2*L"2 = 0 In-lb S-plate = (1)(t"2)/6 = 0.01 ln"3/fn fb/Fb = Mtotal/[(5-plate)(Fb)] = 0.49 OK Tanchor = (Mb-(Plapp*0.75*0.46)(a))/[(d)*N/2] = -6,121 lb No Tension Ml= WL "2/2= fa*L "2/2 = 137 in-lb Moment Stress=fb2 = 2 * fb * L/W = 0.0 psi M2= fbl *L" 2)/2 c O in-lb Mtotal = Ml+M2+M3 = 137 in-lb/In Fb = 0.75*Fy = 27,000 psi F'p= 0.7*F'c = 1,750 psi OK Tallow= 1,961 lb OK Cross Aisle Loads Ctlll<at'-'-RM1s.c2.1, 11em•:o+o.11S<h)DI. +o+o.14SosJPL•o.?S+Et•o.75 <•l.o,ASIJMethod Check uplift load on Baseplate EffE Effe Pstatic= 4,710 lb Movt*0.75*0.7*rho= 94,041 in-lb Frame Depth= 42.0 in Check uplift forces on baseplate with 2 or more anchors per RMI 7.2.2. When the base plate configuration consists of two anchor bolts located oo either side P=Pstatic+Pselsmic= 6,949 lb b =Column Depth= 2.70 in L =Base Plate Depth-Col Depth= 1.02 In fa= P/A = P/(D*W) = 392 psi Sbase/ln = (l)(t"2)/6 = 0.01 ln"3/ln fb/Fb = M/[(5-plate)(Fb)] == 0,72 type I selectg-mxon.xls OK Pselsmlc= Movt/Frame Depth = 2,239 lb M= wl"2/2= fa*L"2/2 = 202 in-lb/In Fbase = 0.75*Fy = 27,000 psi Page /loft'/ the column and a net upUft force e)(lsts, the minimum base plate thickness hall be determined based Oil a design bending moment In the plate equal to the uplift force on one anchor times 1/2 the distance from the centerline of the anchor to the nearest edge of the rack column" l-$r(·T Mu ti "r1m ., ~ Uplift per Column= 1,665 lb Qty Anchor per BP= 1 Net Tension per anchor=Ta= 1,665 lb c= 1.02 in Mu=Moment on Baseplate due to uplift= Ta*c/2 Fb *0.75= 0.665 = 845 In-lb Splate= 0.035 in"3 OK 12/21/2020 Structural Engineering & Design Inc. 1815 Wrjaht Aye La Verne. CA 91750 Tel: 909.596 1351 fax: 909.596.7186 By: Bob S Project: Nixon Project#: 122120-147 Slab on Grade Configuration: TYPE A SELECTIVE RACK L SLAB ELEVATION a ~ J I ~ 1 [J 1 1 e 1 I i I I I ____ I -----c Baseplate Plan Ylew ~ re= 2,500 psi tslab=t= 5.0 In teff= 5.0 in 5Qll fsoil= 750 psf Movt= 179,125 In-lb Frame depth= 42.0 in Sds= 0.700 0.2*Sds= 0.140 Base Plate Effec. Baseplate Wldth=B= 5.23 in Etfec. Baseplate Depth= D= 3.39 in wldth=a= 3.20 In depth=b= 2.70 In ~=B/0= 1.543 F'c"0.5= 50.00 psi Column Loads DEAD LOAD=D= 175 lb per column unfactored ASD load PRODUCT LOAD=P= 5,750 lb per column unfactored ASD load Papp= 3,853 lb per column P-selsmlc=E= (Movt/Frame depth) = 4,264 lb per column unfactored Limit State load B= rho= Sds= 0.7002 1.2 + 0.2*Sds= 1.3400 0. 9 -0.20Sds= 0,7600 Puncture Apunct= [(c+t)+(e+t)]*2*t = 172.60 ln"2 Fpunctl= [(4/3 + 8/(3*~)] *).. *(F'c"0.5) = 91.9 psi Fpunct2= 2.66 * 11, * (F0c"0.5) = 79.8 psi Fpunct eff= 79.8 psi Slab Bending Pse=DL+PL+E= 10,224 lb Asoll= (Pse*144)/(fsoll) = 1,963 ln"2 X= (L-y)/2 = 15.4 In Fb= S*(phl)*(rc)"0.5 = 150. psi type I 5electg-nixon.xl5 midway dist face of column to edge of plate=c= 4.22 in midway dist face of column to edge of plate=e= 3.05 in Load case 1) (1.2+0.2Sds)D + (1.2+0.2sds)*B*P+ rho*E RMI SEC 2.2EQTN s = 1.34004 * 175 lb+ 1.34004 * 0.7 * 5750 lb+ 1 * 4264 lb = 9,892 lb Load Case 2) (0.9-0.2Sds)D + (0.9-0.2Sds)*B*Papp + rho*E RMISEC2,2EQTN7 = 0.75996 * 175 lb+ 0.75996 * 0.7 * 3852.5 lb+ 1 * 4264 lb = 6,446 lb Load Case 3) 1.2*0 + 1.4*P = 1.2*175 lb+ 1.4*5750 lb = 8,260 lb Load case 4) 1.2*0 + 1.0*P + LOE = 10,224 lb Effective Column Load=Pu= 10,224 lb per column L= (Asoil)"0.5 = 44.31 In M= w*x"2/2 = (fsoll*X''2)/(144*2) = 614.5 In-lb F'age /.J of f Y fv/Fv= Pu/(Apunct*Fpunct) 0.742 < 1 OK y= (c*e)"0.5 + 2*t = 13.6 In 5-slab= 1 *teff" 2/6 = 4,171nA3 fb/Fb= M/(S-slab*Fb) 0,983 < 1, OK RMI SEC 2.2 EQTN 1,2 ACI 318-14 Sec 5,3,1 Eqtn 5.3.le 12/2 1/2020 Structural Engineering & Design Inc. 1815 Weight Ave La Yeme. QA 81750 Je1· 8□9.5961351 fax· 8P9 596.7186 By: Bob S Project; Nixon Project#: 122120-147 Configuration & Summary: TYPE B SELECTIVE RACK " + 62" + 2 40" 62" + 26" T. 74• .I ' 96" Seismic otteria #BmLvls Ss=0.932, Fa=i.127 4 Component Column FY=SS ksl Column & Backer None Beam Fy=SS ksl Beam Connector Fv"'S5 ksl Brace-Horizontal Fv=SS ksi Brace-Diagonal Fv=SS ksl Base Plate fy,::J6 ksl Anchor 1 oer Base Slab &Soll Level I Load** Per Level Beam Snai 1 1,000 lb 74.0 ln 2 2,500 lb 26.0 In 3 2,500 lb 62.0 In 4 2,500 lb 62.0 In ** Load defined as product weight per pair of beams I . type 2 selectg"rnxon. xis --"re--16" +-24" .. +-"---24" ~ 240" 24" / +-24" ~ -"k-24" / ~ 24" -"k-- 24" ~ ,}<-42" Description Mecalux USO None -+ **&'!CK COLUMN REACTIONS ASDLOADS AXIAL DL= 100 lb AXIAL LL= 4,250 lb SEISMIC AXIAL Ps=+/-3,268 lb BASE MOMENT= 0 In-lb Beam Length Frame Type 961n Single Row STRESS P=4350 lb, M=15585 In-lb 0.99-0K None N/A Intlk 40E 4Hx2.75WX0.059"Thk LU=96 In I Capacity: 4966 lb/pr 0.2-OK Lvl 1: 3 pln OK I Mconn=6751 In-lb I Mcap= 12691 In-lb 0.53-0K Melle U515 Sgl 1.97x1.3Bx16ga(U80) 0.19-0K Melle USlS Sgl 1.97x1.38X16ga(U80) 0.13-0K 5,23x3.39x0.25 I Fixity= 0 In-lb 0.53-0K 0.5'' x 3.25" Embed Powers Sd2 ESR 2502 Inspection Reqd (Net Seismic Uptlft=1652 lb) 0.775-OK 5" thk x 2500 psi slab on grade. 750 psf Soll Beating Pressure 0.64-OK I Story Force I story Force Column I Column I Conn, Beam Brace Transv Lon alt. Axlal Moment Moment Connector 24.0 In 62 lb 261b 4,350 lb 15,585 "# 6,751 "#. 3 pin OK 24.0 In 200 lb 851b 3,825 lb 2,683 11# 3,610 "# 3 pin OK 24.0ln 3231b 1381b 2,550 lb 5,082 "# 3,704 "# 3 pin OK 24.0 In 4471b 190 lb 1,275 lb 2,950 "# 1,925 "# 3 pin OK 24,0 In 24.0 In 24.0 In 16.0 In 4391b 2/12/2021 Structural Engineering & Design Inc. 1s15 Wrigbt Aye La Verne, QA 91750 Tel: 9095961351 fax· 909,596,Zlee By: Bob S Project: Nixon Project#: 122120-147 · Configuration It. Summary: TYPE B1 SELECTIVE RACK " --"F· . ~- 62" + 62" 2 + 40" 26" 240" + 66" -1--- 8" I 96" Seismic Criteria ~ 16" 4:--24" 4:--~ 24" --"f-s-24" ~ -"I--- 24" ~-~ 24" / -->j,.,-- 24" -"k--24" ~ ,t'-42" + **RACK COLUMN REACTIONS ASDLOADS AXIAL Dl= 125 lb AXIAL LL= 4,250 lb SEISMIC AXIAL Ps=+/-3,475 lb BASE MOMENT= 0 In-lb Beam Length Frame Type Ss=0.932, Fa=l.127 4 42 1n 240.0 In 96in Single Row Component Description STRESS Column Fv=55 ksi Mecalux USO P=4100 lb, M=7285 In-lb 0.52-0K Column & Backer None None None N/A Beam FY=55 ksl Intlk 40E 4Hx2.75Wx0.059"Thk Lu=96 In I capacity: 4966 lb/pr 0.6-OK Beam Connector FV=55 ksi Lvl 4: 3 pin OK I Mconn=4311 In-lb I Mcap=12691 In-lb 0.34-OK Brace-Horizontal Fy=SS ksl Mdx U515 Sgl 1,97x1.38x16ga(U80) 0.19-OK Brace-Diagonal Fy=SS ksl Mdx U515 Sgl 1.97xl.38x16ga(U80) 0.13-OK Base Plate Fy=36 ksl 5.23X3,39X0.25 I Fixity= 0 in-lb 0.55-OK Anchor 1 per Base 0.5'' x 3.25" Embed Powers Sd2 ESR 2502 Inspection Reqd (Net Seismic Uplift"'1984 lb) 0.933·OK Slab &Soll 5" thk x 2500 psi slab on grade. 750 psf Soll Bearing Pressure 0.67-OK Level I Load** j Story Force I Story Force Column I Column I Conn. Beam Per Level Beam Soca Brace Transv Long It. Axial Moment Moment Connector 2 5001b 66.0 in 24.0 in 32 lb 14 lb 4,100 lb 7,285 "# 3,702 "# 3 pin OK 3 1,500 lb 26.0 In 24.0 In 1181b SO lb 3,825 lb 2,782 "# 3,559 "# 3 pin OK 4 3,000 lb 62.0 In 24.0in 3731b 1591b 3,050 lb 5,857 "# 4,311 "# 3 pin OK 5 3,000 lb 62.0 In 24,0 In 5151b 219 lb 1,525 lb 3,399 "# 2,261 "# 3 pin OK 24.0 In 24.0 In 16.0 In ** Load denned as product weight per pelr of beams Total: 1,041 lb 443 lb type 2 J selectg-nixon.xls Pa.gef/,J.. of 1 2/15/2021 -----.. -.. ----------- .. ----.... - ... ----- - , ... ... KLAUSSRUCKNER AND ASSOCIATES 2495 Truxtun Road, Suite 205 San Diego, CA 92106 -----·-------- NIXON Tel: (619) 677•2004 Fax: (619) 677•2444 2810 WHIPTAIL LOOP CARLSBAD, CA 92010 High-Piled Combustible Storage Report Rev. 1.3 March 3·\--11?..a.wn? ... 1..__ ________ __, CITY OF CARLSBAD FIRE DEPARTMENT APPROVED Subject to field Inspection and required tests, notations hereon, condiLions in correspondence and conformance with applicable regulations. The stamping of these plans shall not be held to permit or approve the violation of any laws. By I>-~ Date '1 ~Id( ❖ ;.tt,»sioo:;i/ • ,, ' uwl):a:tti• '.¼ .. . om ;[8y:\} YU1,1~ "'"~ ... ,., " .""""' 1.0 Preliminary Report for Nixon's Review January 12, 2021 SG 1.1 Reviewed report January 13, 2021 MK 1.2 Revised square footages in the report. February 11, 2021 SG 1.3 Added Carlsbad Fire transverse flue requirement March 3 I , 2021 MK ❖ DISCLAIMER This report is the property of Klausbruckner & Associates, Inc. and was prepared exclusively for use by Nixon (alternatively known as "the owners" of"the business owners" throughout this report) for the storage & occupancy conditions described in this report. ixon conditions and operations addressed herein are based on information provided to the report by N ixon. Discrepancies between the information presented herein (including sprinkler system information) and actual conditions and conditions presented on plans are the sole responsibility of Nixon. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by Nixon shall be utilized only by Nixon for the storage and occupancy conditions and the 2019 California Fire Code conditions and requirements addressed in this report. This report shall not be used as, or in lieu of, construction documents or plans for this project or any other project of for any other purpose or conditions not specifically addressed in this report. Any non-high-piled storage related code information is provided for background information only to the high-piled storage report, and should not be considered as a complete report on the subject. Discrepancies between the sprinkler system information presented herein and actual conditions and/or conditions presented on plans are the sole responsibility of Nixon. Confirmation of compliance with the adopted edition ofNFPA 13 for existing, new and/or tenant improvements to sprinkler systems is outside the scope of this report. ------ Rev 1.3 Nixon -~ --Page iii 2810 Whiptail Loop \~ KCAUSORUC~NCR . ANO A~~:.,.oc1Art.:.~ Carlsbad, CA • --.. -.. .... --... --.... ,,,. ... ----.. .. -· -----... ... ... ... -.. -... - Table of Contents 1. SUMMARY TABLE ............................................................................................................................. 2 2. INTRODUCTION ................................................................................................................................. 5 3. BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES ................................................. 6 3. 1 BUILDING CONSTRUCTION & DESIGN ....................................................................................................... 6 3.2 OCCUPANCIES ........................................................................................................................................... 6 4. HIGH-PILED STORAGE REQUIREMENTS ................................................................................... 7 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM ..................................................................................................... 8 4.1.1 Warehouse .......................................................................................................................................... 8 4. 1.2 Additional Protection Requirements...... . ......................................................................................... 9 4.1.2.1 Extent of Protection ................................................................................................................................ 9 4.1.2.2 Protection of Steel Columns ................................................................................................................... 9 4.1.2.3 Fixed Obstructions .................................................................................................................................. 9 4.1.2.4 Ceiling Slopes ........................................................................................................................................ 9 4.1.2.5 ESFR & Construction Type .................................................................................................................... 9 4.1. 3 Offices Outside the Scope.............. .. . .. .. .. .. . .. .. .. . .. . . . . . . . . . . . .. . .. . .. . .. . .. .. . .. . .. . .. . . . . .... __ .............. 9 4.2 ALARMIMONITORING ............................................................................................................................... 10 4.3 BUILDING ACCESS-DOORS & ROADS .................................................................................................. 10 4. 3.1 Access Roads .. . .. .. . .. . .. . .. .. . .. .. . . .. .. . .. .. . .. . .. . .. .. . .. .. . .. .. .. . .. . .. . .. . .. .. .. .. . .. .. .. .. .. . .. .. .. . .. .. .. . .. .. ............ 10 4.3. 2 Access Roads .................................................................................................................................... 11 4. 4 SMOKE AND HEAT REMOVAL .................................................................................................................. 11 4.5 PORTABLE FIRE ExTINGUISHERS ........................................................................................................... I2 4. 6 AISLE WIDTHS ......................................................................................................................................... 12 4. 7 HOUSEKEEPING & MAINTENANCE .......................................................................................................... 13 4. 8 FLUE SPACE REQUIREMENTS FOR RACK STORAGE .............................................................................. 13 5. MEANS OF EGRESS ......................................................................................................................... 15 6. EXPOSURES ....................................................................................................................................... 16 6.1 OCCUPANCY SEPARATION ...................................................................................................................... 16 6.2 SEPARATION OF HIGH-PILED STORAGE AREAS ..................................................................................... 16 6.3 ALLOWABLE AREA AND SIDEYARDS ....................................................................................................... 16 7. DOCUMENTS & APPROVED STORAGE LAYOUT ................................................................... 17 7. 1 APPROVED CONSTRUCTION DOCUMENTS ............................................................................................. 17 7. 2 APPROVED STORAGE LAYOUT ............................................................................................................... 17 8. CONCLUSION .................................................................................................................................... 18 9. APPENDIX A: ATTACHMENTS ..................................................................................................... 19 Rev 1.3 Nixon Page iii 2 810 Whiptail Loop ~ i<,AWS0RC«::'<:NCI< A~C A~~(.J.(;;.A'Yi:=.i- Carlsbad, CA 1. Summary Table TOPIC ' . CODE SECTION· Construction Type Architectural Plans Approximate Square Architectural Plans Footage Occupancy Storage Commodity Automatic Sprinkler Protection Rev 1. 3 Nixon 2 8 IO Whiptail loop Carlsbad, CA CBC Sections 302, 304, 306 CFC Sections 3203.l ~ 3203.7 NFPA-13 [2016] Sections 3.9.3.7.1, 3.9.3.7.4. 3.9.3.7.7 NFPA-13 [2016] Sections 8.12.3.1 (l ), 8.12.3.2, 8.12.3.3, 8.12.3.4, 8.12.6, 12.8.6, 17.2.3, 17.2.3.3, Tables 12.8.6, 17.3.2.1 CRITERIA/REO1JIREMENTS Type V-B, Existing, Fully Sprinklered Nixon's Suite: Office Area ( l st Floor): Office Area: (2nd Floor): Warehouse: TOTAL: 7, l 73ft2 6,631 ft2 28,904ft2 42.708ft2 Occupancies are as follows, unless otherwise specified by the Architect of Record: • Warehouse: S-1 (Storage) ■ Remainder: B (Offices) Occupancy separation is not required between B and S-1. High Hazard/Group A Plastics: Plastic and steel watches, back packs, hats, apparel, etc. in cardboard and plastic boxes High Piled Storage protection based on highest hazard commodity: High Hazard/Group A Plastics (Exposed, Unexpanded)* *Any expanded plastics (ex.· foam packaging), will be kept them awayfrom the racks to 5 ', with no other storage above it Rack Storage Area/Warehouse: High Hazard/Group A Plastics [Exposed, Unexpanded] • Maximum Storage Height: ::5 25'-0" ■ Maximum Ceiling Height: :'.5 37'-6" ■ Aisle Widths: :::. 10'-0" • Single-and Double-Row Racks • Open shelves, area> 50% open Ceiling Sprinkler Design: • Early Suppression Fast Response (ESFR) pendant only, K-factor 25.2 • Twelve flowing sprinklers at 50 psi • Minimum clearance 36" from deflector to top of storage • Minimum coverage area I 00 ft2 per sprinkler ■ Maximum distance between sprinklers IO' -0" • Minimum distance between sprinkler 8' -0" • Four on each of three branch lines • Hose allowance 250 gpm The existing sprinkler system designed to ESFR K-25.2 at 60 psi meets the density requirements for the above protection. Sprinkler upgrades are not necessary. Sprinkler contractor to confirm sprinklers are installed per NFPA-13. Page2 ...... ·-·-·-"·-'"". --------------·----- -----• • -------• -----• ---------.. -- 11111 - ... -.. --... ,.., -----.. .. .. ---... -... - ----... ,_ ... ... - ... -- Smoke and Heat Removal Flue Spaces for Rack Storage Building Access [Roads & Doors] Hose Connections Aisle Widths Rev 1.3 Nixon 281 0 Whiptail loop Carlsbad, CA NFPA-13 [2016) Fig. 11.2.3.1. I, Table 11.2.3.1.2 CFC Section 910.2 Exception 2 & Table 3206.2 subnote 'h' CFC Table 3208.3 (a) CFC Table 3206.2, Section 503, 3206.6, 3206.7 CFC 3206.9 CFC 3206.10 Offices -Not within the Scope Light Hazard Occupancy 0.1/1500; 100 !!om hose demand w/ duration of30 min Not required for high-piled storage areas of High Hazard/Group A Plastics when exit access travel distance does not exceed 250 ft and protected by ESFR sprinklers Single•Row Racks: Transverse -3-inches required • Longitudinal -Not Required Double•Row Racks: Transverse -6-inches required• t Longitudinal -Not required NOTE t: When no longitudinal space is provided in double-row racks, ESFR sprinkler systems require 3" transverse flue space at least every 10'-0". * Random transverse flue variations in size are allowed, provided that the configuration does not obstruct water penetration . t Transverse flue spaces are required at intervals that don't exceed 20 ft2 of shelf space. Carlsbad Fire: This requirement extends to double row racks and ESFR sprinkler protection See Section 4.8 of this report for additional details. Access roads and doors are required for high-piled storage of High Hazard/Group A Commodities area> 2,500 ft2. Access Roads: • Access roads required by CFC Section 503 • Access roads are existing and have been approved as part of original building plans. Access Doors: • One access door required per each 125 lineal feet of exterior walls if exterior wall faces as access road. ■ The linear distance between adjacent access doors shall not exceed 200 feet in existing buildings where no change in occupancy is proposed. • There are three (3) access doors along the plan North and three (3) access doors along the plan South. • Final location and number of access doors is pending fire department approval. • See section 4.3.1 of this report for additional details on access doors. Not required unless exit passageways are proposed within the high-piled storage areas . • Aisles of at least 44" are required in sprinklered buildings with high-piled storage accessible to the public. Page 3 CFC 3206.10.3 ■ Cross aisles used only for employee access between aisles shall be a minimum of24" wide. ■ Dead-end aisles shall no exceed 50ft in length NOTE: Any floor/palletized storage cannot obstruct the minimum width of the aisles. Alarm/Monitoring CFC 903.4 All valves controlling the water supply for automatic sprinkler systems and water-flow switches on all sprinkler systems (if serving more than 6 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Fire Extinguishers CFC Section 3206.11, High-piled Storage Areas: 4-A:20-B:C; 906 and Tables 906.1, ■ Maximum travel distance 75 ft* 906.3( I) & (2) ■ Maximum area per extinguisher 4,000 ft2 * Ifno flammable liquids are stored, otherwise travel distance shall be < 50 feet. See Section 4.5 of this report for additional details. Hazardous/Materials NIA NI A. Not Part of the Scope of this Report. Allowable Area CBC Table 503 Not within the scope of this report. Existing building. No proposed changes to type of construction, building square footage, or occupancy. Rev 1.3 Nixon Page4 2 8 IO Whiptail loop \~ \<:CAC!S""•J~XS¾~'< AJ'<i~ Ai..,:;i,.OC.:IAl c.·~ Carlsbad, CA -----------------~------,>•-··--..... , -------.. • ------• --•• • --.. -.. -----• ----Ill -• -----.. -.. -------------... ... -------,,. -,,,.. -... .. -.. 2. Introduction The following is high-piled combustible storage code compliance report for Nixon located at 2810 Whiptail Loop in the city of Carlsbad, California. This report is intended to help both the owners and the fire department in expediting plan review and effectively determine the requirements necessary to meet the Fire Code. This report is based on the 2019 Editions of the California Fire Code and the California Building Code and the 2016 Edition ofNFPA-13, Standard/or the Installation of Sprinkler Systems. Rev I. 3 Nixon Page 5 2 810 Whiptail Loop \~ Kso,iJS~"'·HCK<,~J' Af~P ,\~;:;;.o,::.:Li':.i"fl::.:~ Carlsbad, CA ______ , ___ ..,.,._,.,. 3. Building Construction, Design, and Occupancies 3. 1 Building Construction & Design Nixon's proposed storage is within a 36,232 ft2 warehouse in the city of Carlsbad (Attachment #1). The building type of construction is V-B. There are no proposed changes to the shell building type of construction, side yards, or square footages unless otherwise specified by the Architect of Record. 3. 2 Occupancies The facility is currently used as a warehouse and office space. High-piled storage on single-and double-row racks with open shelves and aisles of at least 1 O' -0" is proposed in the storage area. Nixon is classified overall as a B/S-l Occupancy as defined by CBC 304-31 1 (Attachment #2). Warehouse/HPS Area S-1 36,232 Remainder of Suite B 7,056 Rev 1.3 Nixon Page 6 2810 Whiptail Loop \~ i<;-A\.lllCWlJCK"i~'< ·. Af~O 1\-!,,$()(..;.lt,d ,;;,'$ Carlsbad, CA 4. High-Piled Storage Requirements The commodities are High Hazard/Group A Plastics (exposed, unexpanded) on open shelving in single-and double-row racks. The overall commodity classification per CFC Section 3203.1 through 3203.7.1 is designated as High Hazard/Group A Plastic Commodities (Attachment #3). Plastic and steel watches, back packs, hats, apparel, etc. in cardboard and plastic boxes Rack .:::; 25 '-0" Yes & No Yes High Hazard/Group A Plastics ( unexpanded)* *Any expanded plastics (ex: foam packaging), will be kept them away from the racks to 5 ', with no other storage above it. Per CFC 3204.1 (Attachment #4), a high-piled combustible storage area shall be based on the highest hazard commodity class stored except as provided by Section 3204.2 The protection is for the highest commodity with Nixon's warehouse and high-piled storage area of High Hazard/Group A Plastics (Exposed, Unexpanded). Based on Table 3206.2 (Attachment #5), the following fire protection requirements will be provided by Nixon to meet the requirements of CFC Chapter 32 and NFPA-13 for the entire storage area. Rev 1.3 Nixon Page 7 28/0 Whiptail loop \~ K,.,i.11Jtl<>IJt:,O,~·~ ;-... ~O AS1:iiOCIA1~!» Carlsbad, CA 4.1 Automatic Fire Sprinkler System 4. 1. 1 Warehouse The following requirements are based on NFPA-13 (2016 Edition) (Attachment #6): Type of Storage: Type of Rack Shelving: Commodity Stored: Flue Spaces for Standard Racks: Single-Row and Double-Row Racks, 50% or greater open High Hazard/Group A Plastics (Exposed, Unexpanded) Single Row Racks: 3 inches Transverse t; Longitudinal not required Dou hie Row Racks: Transverse -6 inches required* t; Longitudinal not required NOTEt: When no longitudinal space is provided in double-row racks, ESFR sprinkler systems require 3" transverse flue space at least every l 0'-0". * Random transverse flue variations in size are allowed, provided that the configuration does not obstruct water penetration. t Transverse flue spaces are required at intervals that don't exceed 20 ft2 of shelf space. Carlsbad Fire: This requirement extends to double row racks and ESFR sprinkler protection Aisle Widths: Maximum Storage Height: Maximum Ceiling Height: Ceiling Sprinkler Design: :.:: 1 0' -0" < 25'-0" < 37'-6" Early Suppression Fast Response (ESFR) pendant or upright, K-factor 25.2; Twelve flowing sprinklers at 50 psi : Minimum clearance 36" from deflector to top of storage; Minimum coverage area 100 ft2 per sprinkler; Maximum distance between sprinklers 1 O' -0"; Minimum distance between sprinkler 8' -0"; Four on each of three branch lines; Hose allowance 250 gpm. The existing sprinkler system designed to ESFR K-25.2 at 60 psi does meet the density requirements for the above protection. Sprinkler upgrades are not required. Sprinkler contractor to confirm sprinklers are installed per NFPA-13. Rev 1.3 Nixon ~ Page 8 2810 Whiptail Loop K~_,.:._ij~) :;t ~d-C,K~l!::l.i': f..NQ ASfuO(.;.!.Zd!f:'$ Carlsbad, CA ------.. ------... .. .. ---.. .. --.. .. -.. --• --• -• • .. - -----------.. -----... -- -----.... -.... ... ,.. - - .... --... - 4. 1.2 Additional Protection Requirements 4.1.2.1 Extent of Protection Per CFC 3206.2.1 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 to a full height wall. 4.1.2.2 Protection of Steel Columns Per CFC 3208.4 and NFPA-13 Section 17.1.4.1(4) (Attachmenl #7), where fireproofing of building columns is not provided and storage heights are in excess of 15 ft, protection of building columns within the rack structure or vertical rack members supporting the building shall be protected by the installation of ESFR sprinklers. 4.1.2.3 Fixed Obstructions Per NFPA-13 Sections 8.5.5.3. l (,4ttachment #7), fire sprinklers are not required under fixed obstruction or open grate flowing unless their width is in excess of 4 ft. 4.1.2.4 Ceiling Slopes Per NFPA-13 Section 12.1.2 (Attachment #7), the sprinkler system criteria specified are intended to apply to buildings with ceiling slopes not exceeding 2 in 12 (16.7 percent) 4.1.2.5 ESFR & Construction Type Per NFPA-13 Section 8.4.6.3 and Table 8. 12.2.2.1 (Attachment #7), protection using ESFR systems do not apply to areas with obstructed combustible construction. 4.1.2.6 No Open Top Containers & No Solid Shelves Per NFPA-13 Sections 17.2.3.1.1 (Attachment #7), ESFR protection shall not apply to open-top cartons or containers, or to rack storage involving solid shelving (unless in-racks are provided in accordance with Sections 17 .1.5). 4.1.3 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: 0.1/1,500 Hose Stream: I 00 gpm for combined inside and outside hose stream demand. Rev 1.3 Nixon \~ Page 9 28/0 Whiptail Loop K c,*\.,~i :::1-l'•M3S;.Ks-..,;:;, ~ Af.g) AS5.0i.:.:-lM f!f~ Carlsbad, CA 4.2 Alarm/Monitoring Per CFC 903.4 (Attachment #9), valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures and waterflow switches on all sprinkler systems (if serving> 6 sprinklers) shall be electrically supervised by a listed fire alarm control unit. ■ Monitoring: 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. • Alarm: 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. 4.3 Building Access -Doors & Roads 4.3. 1 Access Roads Per CFC Table 3206.2 (Attachment #10), fire department access doors are required for high-piled storage areas of High Hazard/Group A Plastic commodities greater than 2,500 ft2. Per CFC 3206.7 (Attachment #10), fire department access doors shall be provided in accordance with the following: ■ Exterior walls without fire department access doors. Fire department access doors are not required in an exterior wall that does not face a fire apparatus access road provided that all of the following conditions occur: I. The opposite exterior wall faces a fire apparatus access road. 2. The opposite exterior wall is provided with fire department access doors. 3. The entire interior surface of the exterior wall is less than 150 feet away from a fire department access door. 4. The building is equipped throughout with an automatic sprinkler system in accordance with Section 903 .3 .1.1. ■ Location. Where exterior walls surrounding high-piled storage areas face fire apparatus access roads, such walls shall be provided with fire department access doors. ■ Access to doors. Fire department access doors shall be able to be accessed without the use of a ladder. ■ Marking on fire department access doors. Fire department access doors shall be labeled on the exterior side with the following sign or other approved sign: FIRE DEPARTMENT ACCESS DOOR DO NOT BLOCK The lettering shall be in a contrasting color to the background. Letters shall have a minimum height of2 inches with a minimum stroke of3/8 inch. Rev 1.3 Nixon Page 10 2 8 JO Whiptail Loop \~ K;,",;J$a\S"S,l~CKN•-" A'l'H> 4lH•i.Oi::McH.i:;>i Carlsbad, CA --------------~----· _ _,,,_ . --------------------• --------• -------- -----------.. -.. ----------... ... --... .. ... .. - -- • Number of doors required. The required fire department access doors shall be distributed such that the lineal distance between adjacent fire department access doors does not exceed 125 feet measured center to center. Exception: The linear distance between adjacent access doors shall not exceed 200 feet in existing buildings where change in occupancy is not proposed. • Door size and type. Fire department access doors shall be not less than 3 feet in width and 6 feet 8 inches in height. Roll-up doors shall not be considered fire department access doors unless approved. • Locking devices. Locking devices on fire department access doors shall be approved. • Key box. Where fire department access doors are required, a key box shall be installed in accordance with CFC Section 506.1. The key box shall contain keys or devices to allow for entry through the fire department access doors. There are three (3) access doors along the plan North and three (3) access doors along the plan South. Final location and number of access doors is pending fire department approval. 4.3.2 Access Roads Per CFC 503.1.1 and 3206.6 (Attachment #10), fire apparatus access roads shall be provided within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. 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 protection. Fire apparatus access roads shall be in compliance with CFC 503.2 through 503.5. See Attachment # 10 for requirements. Access roads are existing and have been previously approved as part of the shell building. 4.4 Smoke and Heat Removal Per CFC Table 3206.2 subnote 'h', and Section 910.2 Exception 2 (Attachment #11), smoke and heat removal is not required for high-piled storage areas protected by an ESFR sprinkler system and exit access travel distance does not exceed 250 feet. No smoke and heat vents are proposed . Rev 1.3 Nixon ~ K,.,-,.,,.~,wcx~.,:~ Page I I 2 8 IO Whiptail loop , Ar,H) A.'!J:.-<,or.:i,+dil::'i: Carlsbad, CA 4.5 Portable Fire Extinguishers Per CFC 906 and 3206.11 (Attachment #12), portable fire extinguishers shall be installed in the following locations: • In new and existing Group B 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 :S 75 Feet The owners agree 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 the owners or fire extinguisher vendor and approved by the fire department. Portable fire extinguishers shall be located in conspicuous locations where they will have ready access and be 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. Extinguisher plans have been previously submitted and approved as part of the Warehouse Fire Extinguisher Plan. Nixon agrees to provide handheld extinguishers in accordance with the above requirements and any additional fire department requirements. 4.6 Aisle Widths Per CFC 3206.10 (Attachment #13), aisles in sprinklered buildings not accessible to the public with high-piled storage areas exceeding 500 ft2 shall comply with the following: • Aisles shall be a minimum of 44 inches • Cross aisles used for employee access between aisles shall be a minimum of 24 inches in width. • Required aisles widths shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6'-8" above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. • Dead end aisles shall not exceed 50 feet. Additionally, the owners agree to arrange their floor/palletized storage, such that it does not obstruct the minimum required widths. Rev I. 3 Nixon {\\ =~~',;::::;'.7;:~~: Page 12 2810 Whiptail Loop Carlsbad, CA -----------• -• ---• -.. --------------• -• - -----.. --.. .. -.. -.... ------ --... ... --.. ,.., -... - - --... -- 4. 7 Housekeeping & Maintenance Per CFC Sections 901.6 and 3205 (Attachment #14), the following are general maintenance and safety requirements: • • • • Rack Structures. The structural integrity of racks shall be maintained Ignition sources. Clearance from ignition sources shall be provided. Smoking. Smoking shall be prohibited. Approved "NO SMOKING" signs shall be conspicuously posted. Aisle Maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste materials and debris. Fire department access doors, aisles and exit doors shall be unobstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches of the required aisle width shall be maintained in 48 inch or smaller aisles, and a minimum unobstructed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches. During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches shall be maintained . • Flue Spaces. Flue spaces shall be maintained for rack storage. See Section 4.8 of this report. • Fire Protection Systems. Fire protection systems shall be maintained in an operative condition at all times and shall be replaced or repaired where defective. Any existing non-required fire protection systems (i.e. extinguishing systems, smoke and heat vents, etc.) shall be inspected, tested and maintained or removed. 4.8 Flue Space Requirements for Rack Storage Per CFC 3208.3 (Attachment #15), rack storage areas protected with an automatic sprinkler system shall be provided with flue spaces. Required flue spaces shall be maintained. Where required by the fire code official, required flue spaces in rack storage shall be equipped with approved protection devices above the first tier of storage. Such devices shall not be removed or modified. Per CFC Table 3208.3 (Attachment #15), the required flue spaces for rack storage shall be in accordance with the following: • Single Row Racks: • Double Row Racks: 3" Transverse t; Longitudinal not required Transverse -6 inches required* t Longitudinal-not required NOTE t: When no longitudinal space is provided in double-row racks, ESFR sprinkler systems require 3" transverse flue space at least every 1 O' -0". * Random transverse flue variations in size are allowed, provided that the configuration does not obstruct water penetration. Rev 1.3 Nixon ~ Page 13 2 810 Whiptail Loop K tA~.f~-i :;1 H\~C-KN ~=~ ANO .h,:c:~QCli/-ll.;..;i; Carlsbad, CA t Transverse flue spaces are required at intervals that don't exceed 20 ft2 of shelf space. This requirement extends to double row racks and ESFR sprinkler protection (per Carlsbad Fire). Definition of Flue Spaces: • Longitudinal: The space between rows of storage perpendicular to the direction of loading. • Transverse: The space between rows of storage parallel to the direction of loading. Final approval of flue space protection devices is pending fire department approval. Rev 1. 3 Nixon A Loaadepth 8 loadwidth E S~hetgh1 F~ G Paht H~dep!h L ~fluespace TTr~ffue~c• l1Gt'.RE A.3.9.3.i<M lh,nbl~RU\\· Rad1.,i Witlktut. Solid """ Slaued S!K,J,.cs. 2 810 Whiptail Loop \~ K,~1.i,,r,m;g.!<N,l:R AND AV!£0f.:tA'flt$.: Carlsbad, CA ------------------·-··-···•·--·" Page 14 ----------• --------------------------- ----------- ---... -... ---- ... -.... -.... ,,.. -... -- ,,,.. -- 5. Means of Egress A complete exit analysis is outside the scope of this report and, when required, will be provided by the Architect of Record. The following general egress requirements apply to the proposed sprinklered occupancies. (Attachment #16) 5.1 Storage [S-1 Occupancy] • 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 a maximum occupant load of 29 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 1020.4 Exception 2, dead ends through common path of egress shall not exceed 50 feet. 5.2 Office [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 a maximum occupant load of 49 and the common path of egress travel shall not exceed 100 feet. • Per CBC Table IO 17.2, 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. 5.3 Other Areas Outside the scope of this report. See architectural plans. Rev 1.3 Nixon {\\ Page 15 2810 Whiptail loop K \,A,.H;!;!l-h~l'~ K"', f:•:<? Ac;-,;;;.; A~,;:,i{):S_!i/.'ll.;c:-'t: Carlsbad, CA 6. Exposures 6.1 Occupancy Separation Nixon is classified as a BIS-1 occupancy. Based on CBC Table 508.4 (Attachment #17), there are no requirements for mixed occupancy fire barrier walls between B/S-1 occupancies. 6.2 Separation of High-Piled Storage Areas Per CFC 3206.3.2 (Attachment #18), where a building contains multiple high-piled storage areas, the aggregate of all high-piled storage areas within a building shall be used for the application of Table 3206.2 unless the high-piled storage areas are separated in accordance with one of the following: 1. High-piled storage areas separated by fire barriers with a minimum fire-resistance- rating of I-hour constructed in accordance with Section 707 of the California Building Code OR 2. By a distance of 100 feet or more in buildings equipped throughout with an approved automatic sprinkler system. The area providing the separation shall not contain high-piled combustible storage. One hour fire separation is required between Nixon and any adjacent tenant spaces. 6.3 Allowable Area and Sideyards · The building is existing. There are no proposed changes to the type of construction, building square footage or occupancy, unless otherwise specified by the Architect of Record. Rev 1.3 Nixon \~ K•"·'-"'""•JCOKN<;'< Page 16 2810 Whiptail Loop · ANO ASt»OCUiHi"fu Carlsbad, CA ... -·-··-·•"· ------------------ -----------• ------• -.. --------------• -- --------... - --... ---- -,... ... -.. - .... --- -.. ... .. - 7. Documents & Approved Storage Layout 7.1 Approved Construction Documents Per CFC 3201.3.1 (Attachment #19), following approval of the construction documents, a copy of the approved plans shall be maintained on the premises in an approved location . 7.2 Approved Storage Layout Per CFC 3201.3.2 (Attachment #19), a floor plan, of legible size, shall be provided (by others), mounted on a wall and protected from damage. The floor plan shall be mounted in an approved location and show the following: 1. Locations, dimensions and rack layout of high-piled storage areas. 2. Design storage height for each storage area. 3. Types of commodities (see Section 4 of this report). 4. Commodity clearance between top of storage and the sprinkler deflector for each storage arrangement. 5. Aisle dimensions between each storage array. 6. For palletized and solid-piled storage, the maximum pile volume for each storage array. 7. Location and classification of commodities in accordance with Section 3203 (Commodity Classification, see Section 4 of this report). 8. Location ofrequired fire department access doors. 9. Location of valves controlling the water supply of ceiling and in-rack sprinklers . Rev 1.3 Nixon Page 17 2 8 JO Whiptail loop ,~ """''·""''·"'·"'""'~ f..'M. -~ f,,<3 :3,(),:;_ ~A 1 ~'£ Carlsbad, CA 8. Conclusion It is the opinion of Klausbruckner & Associates that the above will meet the requirements, and/or intent of the 2019 Edition of the California Fire Code, the 2019 Edition of the California Building Code, and the 2016 Edition ofNFPA-13 Standard.for the Installation of Sprinkler Systems, for the type of occupancy and storage. By way of my signature, Nixon agrees to meet the storage conditions required and specified in this report. Arnould t'Kint VP Operations & Technology 4/12/21 Nixon Representative Sign Name Date Nixon Representative Print Name Rev 1.3 Nixon ~ Ks,AsmCSlt,JC'.><N&:R Page 18 2 810 Whiptail Loop Alll-,H) A'!it:&<>Cl~lf::E; Carlsbad, CA ---------------------.. --····•-.... , .. -------------------------------.. -.. --- ------------------------------ --.... -.. -- 9. Appendix A: Attachments Attachment #1 : Attachment #2: Attachment #3: Attachment #4: Attachment #5: Attachment #6: Attachment #7: Attachment #8: Attachment #9: Attachment #10: Attachment #11 : Attachment #12: Attachment #13: Attachment #14: Attachment #15: Attachment #16: Attachment #17: Attachment #18: Attachment #19: Rev 1.3 Nixon 2 8 JO Whiptail loop Carlsbad, CA BUILDING CONSTRUCTION AND DESIGN OCCUPANCIES COMMODITY CLASSIFICATION DESIGNATION OF HIGH PILED STORAGE GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS AUTOMATIC FIRE SPRINKLER SYSTEM WAREHOUSE ADDITIONAL PROTECTION REQUIREMENTS OFFICE SPRINKLERS -OUTSIDE THE SCOPE ALARM/MONITORING BUILDING ACCESS -DOORS & ROADS SMOKE AND HEAT REMOVAL PORTABLE FIRE EXTINGUISHERS AISLE WIDTHS HOUSEKEEPING & MAINTENANCE FLUE SPACES FOR RACK STORAGE MEANS OF EGRESS OCCUPANCY SEPARATION SEPARATION OF HIGH-PILED STORAGE AREAS APPROVED STORAGE LAYOUT & CONSTRUCTION DOCUMENTS Page 19 )~ KS,"-'·""'"i,><C.K<H8 , A'l'>H) .f\SEOC 1.il!d t'S ATTACHMENT #1 BUILDING CONSTRUCTION & DESIGN --------------......... . -------------• ------• ----------------- ,-TI45Sl,0££TIS"°1Jtr,qJfJSA~PMIIT ,-------------------;------------------+-----------------~-----------------~--~---------------, ---~Ti . ·-......,._~11/1.VI =-=-,o~ l(ITTDilOIICCHCf!Ctl 10"' IOl'tl:U01'Ml,IIOI 10• --o,•-10• I01"WCJlt---~-k= ~-::, ~ Cl C.Uel<M!N CG ~-----~~"'"'.,. C.011 ~OI'-~ ,_ OlM C9,,9ff«-Ol.l!II ,_ -~ -~ M ~ = ---.,. _ -~, --~~ DJ -FOi.MW 0~ -" ~1• C1"'<1,T- llf,... Oil'-°" OIi'•'-~ ---....... ----- l~ V,,~XWl'T r, nr,:iae,~ E.IC\'1'e1U-:V. -~ U U-l;'l•noo £\K 11,.~M) El.IV 11,.1.',•aTI;a -~ ll'la. Vla.':i!ICI• -- , .. ---"°°""'11:•Jllolono ft. -1--~--00-,,c --~ ~· __ ,_, -~-FOF ~-CJl'1-f0.M "IICI0,""1.IDI ~0-HQl'C,,~- •,s '""'--------. --~ """""O\,,._l "' l'OO'l'•rn:r -~ --~ ~ ABBREVIATIONS 111•-fl----· --- "-lO--.Q.ToOI LWC uQll'TWU~IT -:: == ~ ·--· " -lT\ \WIii.. l-11. l(ll,l,'(11 ·--- -----~ ,., t>..O....o.n ....... ~LJIU-11 -•~1,:,,,,n --~ ~~ ~o~ ~ -~ ~ - VICINITY MAP ' --~-~o ,oc,-•o IIOUOOIOOV...:i •111 IIOC:'f"TOl'.-••i.. -·•'lill~ -------IIIC,:1-D ----- SYMBOLS Qf'R:I!-11';\0M-~---·~~-=-, -•ou.-Tt-TWl _::c-'-•auMO'l'I PACIFIC VISTA COMMERCE CENTER BU ILDING A () ,~z :;~;:~ :., ::'!..--ClfT•II.W-"Cl'I & ::. =--,;;::.~ ,,,, 2810 WHI PTAIL LOOP W. ,, ~~ A .Y IIEWolO'la.oi.CII =---::;,· ~~=="" ~·~ CARLSBAD, CALI FORNIA ~~ ~ ~-O"Tfll"af'OI 'If ~ r :~t f :~ ~-:, t---~-~-----~_ . .::. ______ ·~--------t------------------.------------------------------------; l111t itti ~ ;.,_--GATE:A~:;,::VIEW LLC Al'i'l,<;HI.EQOO<s PROJECT DATA SHEET INDEX :::.=:::::;:;:::;;==, .:,:.•:,·_·. □ t l~ --:R::.COMPANIES;T= ~~ ~~~~-. ~ 11t11r.an<ll'~----OXII ---GENERAL CONTRACTOR .-••~m~-=•-~-~ ~ ~,-_:v::~OMPANIESI;:" i~i;~'i~t:''1~:::11 ;~c =~ u,.101.lA_u."'"1 , .. ,.,l'l-~71 s-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-.. f(Uil -OF~ ro• TI»-,;,r•-ro• ltll'OJll(l-,o~ l'CPc-:oa•~ T?• -tll'-"'-1. TP tcl'Ol-•ATBiftffl" U•C> n:..£T•--~---,...._,., = m~ -~ ARCHITECT WARE MALCOMB ==.,. OWNER'S CONSULTANTS -f------------------1 ve, vH'l.«IM"Ollft:"<l .,, _,..,ft(UI .. --v_qr_ ·-~ -· WC "'.oJ9'1QhlU ---~---•n•• .... ,...,.__,_ -•O --WM-~-___ .,.,. --~ ::::" CIVIL ENGINEER GEOTECHNICAL ENGINEER _,.,_.....a,a.:w,u, m .... --flJIKIEIII.-,.. __ ELECTRICAL ENGINEER ICN.&AUICT'IICOCJllf'OF;oT'l'll< •--W,.Y "OIIIILCA- LANDSCAPE ARCHITECT ==.~a:..~~~=~~~~ ,,n~""""''""llwt--UHO'l•Mr~'lfl~QF11Cllll'£11111Rffa. ""°"°""°~TO-~&l...,,._.OI OO'oVWS....,_CAIDU..__11tCMII! -·-;:,:,t,al'IL'Tl.......,_lll'llCft:A __ ....,,flllll;(ll'l'-~~lllfJ(Nl,TI:, -1.D O,C:,Sf-.-.ra,a--~"'ll!Dl.......a:!1"91-_,lllU,tfb __,__LN!IIJIIMOTTID") .... 0ff't'QF~-----...-f0 --.u,no,oe,c .. ,, OCNl'U.11:"'-'"l,r,Oll)~'l'IOMl'OOll'Wlf.~s.sttr,11-..",._,,m,onc<ff'fOI' ~QN!:l~.....,.;Q!",ll!DIE:'l,lliNQ~M-!O~l~TICJ!"Cf':~•• . RWif9i ·GflfB& M PUiHO'"..HTSNiDMfM ==~~~~-.:..~_-_-_-_-_-_-_-_ .....0---U\IU<'<O.A'V I ---"I:•~ i W/,VfCMoTC_....,._,_,,-.,.ttOl-tll,UICWM.1.'IIOl:I i ! ~0-0....."1.0C-O"l'a:~-i ! ==~::--.. '-"" ,,, ! I f'WOIIO>l:'>r-.:...,__.~-•-•-•-·-•-•-•&1Y't e• __ I RWifA t · I!PfS Of OONSIBUCl';QN ---:::=: ... ~.~========= UlVIQllfPII..I.S-Olf_Sl'_-nca._ (1~tQ =~~~~(>~:.~.:======== ·= RW'if9 19 · Uf:A.'§Qf ffiBESS {SEE OCCUPANCY ANOE.CRESS PlANS) SPECIAL INSPECTION 'IIMD"TlOfilron«~~~-n,..::,oa~~~-111 --~~--~----., .. ,~'!HI~ COt.-•OM:lfOlllolOfiO#'"ftl!C'Tlllell-'"'USfll---llt..-.C,•-cv..,,,a1_1fCl,._ a: w I-z w 0 w 0 !! a: ?:~ LU -,: ~~ ~ ('J ~ z o ~ 0 i5 ::!~ _J ~~ 0 5 "-"' <( Ill r ~ I-;: a: <( (/) 0 > g lL u <( a.. BLDG A AO.A.1 r r 6.631 S.F 1150 S.F PER OCC TOTAL OCCUPANTS., -44 • I, I j EXITS REOUIRE0-1 f PROVIOEO,, • 1 ~ -11,-----'._.---tr ----TRAVEL DISTANCE•134'.Q" ! L...---~_,iC~~) __ __ COMMON PATH 33'<100' I I I SECOND FLOOR EGRESS PLAN SCAt.E 3/J'T = 1'-0" n:i [AREA OF WORK ! \ \ I I I ---,-- I r-·-· ~ i I I SER\t'tCE .__ .... -I ~: I ... L" occ. ·---,·-~· I ' ',, ...... _0 I I "'' 1:11 --:v ~15 ~I~ o,o !,~ ~,- 1 I I I I I I --, .-t'Wl''H=-'~:m'i'!-=-'~~ -l t sn:- WAREHouse ,,'f. I <.<'~...., ,p❖>..,.. I 4% -0.. I -+ -----~ --I EXISTING OFFICE: S1 OCCUPANCY .I)...~ I 28.904S.F l500SF.PEROCC TOTAL OCCUPANTS" 56 EXITS: REOUlRE0,,.2 I PROVICE0.,3 / \ I \ l _ I I PROPOSED AREA OF WORK >----------------------+---<81'-7":'---------,,~::_----+---'l, .... ,+-------------l - CONFIDENTIAL t~~YfTL,\ICUIIOLCA~ Pt<iNE.,e.,,,r,..u,o ~.\X_\t-fl1"8.\7,tl W,_R&IOUS£SOI..UTIONS.COM :==~-lo,3 •ll'A.tM«.IIEINIT:!IEl'!W1ll :~~~~011:SION • fl.l\E0",5:5.E> RE~ ,PAUET,w;)(_,.. • SOS'41C !W'ETJ'ltfSPECJlOHS • -l<llJllf.llilST.&I..U.noNSEIMCES •v.'EaJTIIMJ.["lRIICKPl,j(J BY=~=~~~ MATE<wtl..~TOOIIT~"'il.L P!,Rl,l"TSREQJIREDBYlHELOCAl. JI.ASDICTION~fHERE~. AGCO'TS ~ R£SPONSIBII.Jf'I' PO!To\lNl"IO TOSTRUCTUW.. "1RC, ~=~~~~~ 0W«l,E.!lw.ol,""'DIIHSTM.V,.1 PER ~DLAYOUTJIEU.VATIOHS w,u,a,: ... ,NfADOffiCNl,I.OWIJE. ,_,,__,_. .............. .H{LUfl/QN ~ft>I'""'-"""' •--ororreo '"'-8'. D'IO'l'JID!!IM!la':II-UOII ._l)AlllM)rf.t)"Nl{lltelNl:l)flT ~!IO..ultNI..C. .. .---_ .. -~ .. •-WCll'ICtl('llll'Od P«:•CUBKM.R t'Yftl-Dolt. -~E.~::~ ~z ·o !x :z ~ §~ ~~ ~ i! . l • ~~ . ~ ! ~ 12/111'20'2() tf2lf2020 ASNOTE_o __ "-"' -f<•-"'-'' r,,.-.p,_._ AT ~..-lK'N -··-MH-005 ____ _ ' .. f'-I (.') 1i'. a. :::, 0 '<I' N I RACK ELEVATIONS I ~ ~ ·r, _5 .. BEA... ·r1 ·--4" ---· --·----" - T BEAM 6 )" ' t TO~OF ··-BEAM 4" 6 )" ' t •M-4" ··----BEAM 2 ," CLEAR ----7'J112" 2 , .. --- ~EAR 2 ~~ 1/2" ~R21/2" 2 ,~--· "BEAM ~EAR A" " . . . . '. ... = ,1=1,, / ~ = ' / '\ / / ~ ' ,I " / ~ ¾.. V -" .. . . ., . STORAGE RACK ELEVATION -TYPE A SCALE: 3/1 6" = 1'-0" CONCEPTUAL ELEVATION ONLY. PLEASE REFER TO ENGINEERING FOR EXACT DETAILS & SPECIFICATIONS. 12" 142'tr2"i 4" T BEAM ' STORAGE RACK ELEVATION -TYPE B SCALE: 3/16" = 1'-0" CONCEPTUAL ELEVATION ONLY. PLEASE REFER TO ENGINEERING FOR EXACT DETAILS & SPECIFICATIONS. . .. L "' •'AtlOlllQW,l.Sfra,pt-- 2U'REAASS:JRACf( P~F!TYUNE OU."-'.JIITTL.NH,,U,OJllll1C)Ol0.I.IHeUV3tft10111WAUalJ'".OU. =\'!.~~~-"'"'-U'lrt-.G.,C, .........,__,_ ~& LEGAI.OESCAIPTICW l0T2'JOf:CAII..S8AOOA.1($ l<IFITHPHASE3P1'._MAPN0 Hi14~ -""-"""Ill Off'Qlj--··'°"--~ ,!,,,,. ••• _ nit "II'[ "'~·•·-··$~-.... ,llll' TOI'.,,.~,,_ __ -...... -------- l!lll.lltiOJ; Gfu.JNURCOA tl02.01'0Sf MEZlAN!NE. t1.!.441 Sf GROSSR.<pl'IA~ 1!l4,\11SF 1·-50 ' ' ......... =_~_=-_-_-_-_-_-_-_-_-_ .. -::;: ::::: ~ ====::=:=.-.:-:: :~ w-= -----------·· -.. ....... ______ -~ ~:x»:tMarNCUQ!W,~ ~ll.lQ\Q"°"'a'9~~-~.., •-corc--o,t:tTtM:l"I_._. >o•-~~-tl<l!Cfl'l'Of A ~:::--_:cn,_;:::_ .,__. • ~M.....,,~--.,,_ ... ........ ., .......... •.. ~"' TO!"t1.-.o'IUE,t.!"fo.l--o1--• tMUIIOIIUTM)-,,?IO'lt"--,, •-•m<-.-_,,_ ,;.a.-••"-,_lDIL'flt!IC ___ .,__ ••- I I i i \ f•l!11K..,O~•-S1..US- ,,. . IUl,IJl'fQ-.,_oioo,,,,OT.t,I.--·-,< ;::""9IHIM(l.l'fWl'ltA-- Li'~!!.?.~stlUW:BY --n.nu,,e ,__ M IJTN..a W~t•Mt•♦•-• S1•ol.UI, 8JJ!LPfNG8Pffffi§lJYMNJY ~;:.-::.:.r:~ !'Ol'Jo.lJTMU--- ~-C.:~~~ ,._,~·•-lll'••--"'.-.o..l!ll W•J"l11".,_ TQl'al$Tlll$111(0~--=~----- PA.RKINGSlJWA.RY ~ ... -y • ._ __ <II_,.._ !a.ttl!F•t•---•••-&f·t• mtN.•---Na..&--'l'TlfOIRI,._,...,..,.~ -""'-•""'---·~ Ct.'""-"'•----- l',OCCfflllllo.l'---lil~I•---"" . .,,._._ . .__ ~v.,.~-- ~•M!<:MIIIIIO.ll'IEO-_,,,,,,.._ __ v..,~•---tAN__,_ _ _,,....._ =•-----__ i,c, __ _ l(MI.~-• ..._ __ _ ----•9'1.-- SITE PLAN LEGEND ljl JICJUWCIU'ffUILT.l>lt•llC!'l.•t GJ ~=-~~== , I ---,~- ~ fllll.~(10-~n .. E~ • Dt'Cti-TJIUa<OOOllt 0 Ollt,Oltr,tlrauc,cOOQII • ... 0 ~r!M..LCCU,,Tcrl'lo. ' i ~ a: LIJ I-z LIJ 0 LIJ 0 < a: .z LIJ < ,:cr ~ (') ~~ ~ z j~ 0 0 _.J ~~ 0 5 O.<D <( ro -w I~ I-,:er < CJ) (.) > Q LL 0 <( a.. BLDG A A1 .A.1 .. .. .. ---... --... -------... --- .. --.... ----... ... - - ... - ATTACHMENT #2 OCCUPANCIES CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE User note: About this chapter: Chapter 3 provides the criteria by which buildings and structures are classified into use groups and occupancies. Through the balance of the code, occupancy classification is fundamental in the setting of features of construction; occupant safety require- ments, especially building limitations; means of egress, fire protection systems; and interior finishes. SECTION 301 SCOPE 301.1 General. The provisions of this chapter shall control the classification of all buildings and structures as to occu- pancy and use. Different classifications of occupancy and use represent varying levels of hazard and risk to building occu- pants and adjacent properties. SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION • 302.1 Occupancy dassifreation. Occupancy classification is the fonnal designation of the primary purpose of the building, structure ot portion thereof. Structures shal1 he classified into one or more of the occupancy · groups listed in. this section based ort the nature of the hazards and risks to building OCCU• pants generally associated with the irttended purpose of the building or structure, An area. room or space that is intended to be occupied at different times for different purposes shall com- ply with all applicable requirements associated with such Potential multipurpose. Structures containing multiple occu• pancy groups shall comply with Section 508, Where a structure is proposed for a purpose that is not specifically listed in this section. such structure shall. be classified in the occupancy rt most nearly resembles based on the fire safety and rehltive ha.z. ard Occupied roofs shall be classified in the group that the occupancy most nearly resembles, according to the fire safety and relative hazard, and shall comply with Section 503.l.4. 11 >11 11 1. Assembly (see Section 303): Groups A-L A-2, A-3, A-4 and A-5. 2. Business (see Section 304): Group B. 3. /SFMJ Organized Camps (see Section 450): Group C. 4. Educational (see Section 305): Group E. 5. Factory and Industrial (see Section 306): Groups F-1 and F-2. 6. High Hazard (see Section 307): Groups H-1, H-2, H-3, H-4 and H-5. 7. Institutional (see Section 308): Groups 1-2, 1-2. l, 1-3 and 1-4. 8. /SFMJ Laboratory (see Section 202): Group B, unless classified as Group L (see Section 453) or Group H 10. Mercantile (see Section 309): Group M. 11. Residential (see Section 310): Groups R-1, R-2, R-2.1, R-3, R-3.1 and R-4. 12. Storage {see Section 311 ): Groups S-1 and S-2. 13. Utility and Miscellaneous (see Section 312): Group U. 14. /SFMJ Existing buildings housing existing protective social care homes or facilities established prior to 1972 (see Caltfornia Fire Code Chapter J 1 and Cali- fornia Existing Building Code). 302.1.1 Reserved 302.J.1 Reserved 302.1.3 Pharmacies; veterinary facilities; barbering, cos- metology or electrolysis establishments; and acupunc- ture offices. See Chapter 12. 302.2 Use designation. Occupancy groups contain subordi- nate uses having similar hazards and risks to building occu- pants. Uses include, but are not limited to, those functional designations listed within the occupancy group descriptions in Section 302. L Certain uses require specific limitations and controls in accordance with the provisions of Chapter 4 and elsewhere in this code. 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: IUOiK'l4?10 11 -------• ---• -----• --• --• ----------(see Section 307). I. A room or space used for assembly purposes with an • 11 9. /SFMJ Laboratory Suites (see Section 453): Group L. occupant load of less than 50 persons and accessory • 2019 CALIFORNIA BUILDING CODE 97 INTERNATIONAL CODE COUNCIL <:.,pyrl~hl IP 101-9 ro:. ALL.lU(,ll'f~ RE.~!:.RVED. A..:'.c~n-J byl!llieKlausbrm:kn-t!r (cl.-11:i>klau~hrnclmer,co1n), ( ) ()rder Number :¥100:tl(l-4710M [Jee I(,. J:01',1 t:i:'-:O"il PM {PSTJ ptlL~(laPI 1o [ i.:Cll!lt Agf-1:ccnot.'".111 wilh - JCC, :N.rt fur1h.er rcy,rodu-r.:tion, no fur1h,cr repm,h1,ti.-.(1~ ~ dtl)' lhlrd r,my. m· dis1t.ibtith,a l!utfmrized Stn:11.li: m;e:r t1nly. rnpying and neiwnrkin~ prnhit.itcd, ANY UNA lJTHOJUZl';lJ RhPROnIJCTJON OR lll:-C'fRJ.IHfHON 1:-.A VlO!.ATfON Of THE l·GJERALC<H'YRIGf!T ACT ANTITlfE. LICENSE AGR.EEMENT,AN[}SUl~JECTTO ClV!LA.ND CRTMlNAlPENALTIES Tlil;Rf.lfNlll-iR, - ---.... ---... - --... -------- -... ---... ... -.... -... ... ... OCCUPANCY CLASSIFICATION AND USE to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 2. A room or space used for assembly purposes that is less than 750 square feet (70 ni2) in area and acces- sory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 303.1.3 Associated with Group E occupancies. A room or space used for assembly purposes that is associated with a Group E occupancy is not considered a separate occu- pancy. 303.1.4 Accessory to places of religious worship. Accessory religious educational rooms and religious audi- toriums with occupant loads of less than 100 per room or space are not considered separate occupancies. 303.2 Assembly Group A-1. Group A-1 occupancy includes assembly uses, usually with fixed seating, intended for the production and viewing of the performing arts or motion pic- tures including, but not limited to: Motion picture and television production studio sound stages, approved production facilities and production locations. (with live audiences). Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters 303.3 Assembly Group A-2. Group A-2 occupancy includes assembly uses intended for food and/or drink consumption including, but not limited to: Banquet halls Casinos (gaming areas) Nightclubs Restaurants, cafeterias and similar dining facilities (including associated commercial kitchens) Taverns and bars 303.4 Assembly Group A-3. Group A-3 occupancy includes assembly uses intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A including, but not limited to: 98 Amusement arcades Art galleries Bowling alleys Community halls Courtrooms Dance halls (not including food or drink consumption) Exhibition halls Funeral parlors Greenhouses for the conservation and exhibition of plants that provide public access. Gymnasiums (without spectator seating) Indoor swimming pools (without spectator seating) Indoor tennis courts (without spectator seating) Lecture halls Libraries Museums Places of religious worship Pool and billiard parlors Waiting areas in transportation terminals 303.5 Assembly Group A-4. Group A-4 occupancy includes assembly uses intended for viewing of indoor sporting events and activities with spectator seating including, but not limited to: Arenas Skating rinks Swimming pools Tennis courts 303.6 Assembly Group A-5. Group A-5 occupancy includes assembly uses intended for participation in or viewing out- door activities including, but not limited to: Amusement park structures Bleachers Grandstands Stadiums 303. 7 Fixed guideway transit systems. (SFMJ Fixed guide- way transit system buildings shall conform to the require- ments of this code for their occupancy class(fication in addition to the provisions set forth in Section 4./-3. 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 . .-···••,•··· ·. .. :·: , .. :. ,. i'iI?&,~Ji (;;~Ji ts·at>o\iEi~l i~~ gr~d¢ . .. 1fuffi~ .. ~;; ;it~11~J~ cafeteriii 'ii#~ 'similar 0 squarefeet(232I)12) .•. •~~·•rl~~~•~~,~fj/.·,ns;ct;;~.•••••••••·•• :o:p~~ij[,~f 'Li~l. •·· 'f~lephone eiC:ch~ges ··• .. · . . . . . . . 2019 CALIFORNIA BUILDING CODE I00!,04710 INTERNATIONAL CODE COUNCIL C,)ryrit,:ht ric! 1:ot'J ]CC. ALL Rl(II rTS J;J:~El{VEll_ Al·(e-s500 by Ellll· Kla111t,m.,_knc:r (ek~,l~],:1.u~brn~kner.~oml, ( ) Or-el!'r NLJmber ,,-1-1.1m•Cl47W 1•11 Dec 16-, lDlv o_,_H\l PM (P5.T'.1 rur~u<lrH ti, 5.i;;.,m.c· Aµ:reern~n, with ICC Nu furtht•r ra.!pruJ11Lti,~n.110 fonh,:-r r~•pmdul•ti1•il~ b-y any lhird party, m Ji~lrih11lio11 .aulhuri1.1,!",:I Sin1,:k ua1:r \mly. wp)"ill~ ~nd 1w1"'wrbni:: pmhibit-M. ANY lJNAUTHORI./.E!) Rf.f'ROlJlK'.TlON OH. Dl~"l RJBllTlON IS A V]Ol,ATlON or Tl] E Fm ERA l, C:OPYRl(;}IT ACT AND THE t,ICEN~E A(iREEM EN'I. AND ~UBjH-:T TO Cl VIL AND CRIMINAL !'L:.NALTI ~;~ lHERl:UN[}ER - Training and skill development not in a school or academic program (this shall in.dude. but not be limited to. tutoring centers; martial arts studios: gymnastics and similar uses regardless offue ages served, and where not classified as a Group A occupancy). SECTION 305 EDUCATIONAL GROUPE 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. £y:ception: /SFMJ A residence used as a home school for the children who normal{v 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 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 othenvise classi- fied as an R-3 occupancy, where occupants are not capable of responding to an emergency situation without physical assistance from the stqff shall be c/ass[fied 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. 305.2.2 Five or fewer children. A facility having five or fewer children receiving such day care shall be classified as part of the primary occupancy. 305.2.3 Five or fewer children in a dwelling unit. A facility such as the above within a dwelling unit and hav- ing five or fewer children receiving such day care shall be classified as a Group R-3 occupancy or shall comply with the California Residential Code. SECTION 306 FACTORY GROUP F 306.1 Factory Industrial Group F. Factory Industrial Group F occupancy includes, among others, the use of a building or structure, or a portion thereof, for assembling, disassembling, fabricating, finishing, manufacturing, packaging, repair or processing operations that are not classified as a Group H hazardous or Group S storage occupancy. 306.2 Moderate-hazard factory industrial, Group F-1. Factory industrial uses that are not classified as Factory 2019 CALIFORNIA BUILDING CODE OCCUPANCY CLASSIFICATION AND USE Industrial F-2 Low Hazard shall be classified as F-1 Moder- ate Hazard and shall include, but not be limited to, the follow- ing: Aircraft (manufacturing, not to include repair) Appliances Athletic equipment Automobiles and other motor vehicles Bakeries Beverages: over 16-percent alcohol content Bicycles Boats Brooms or brushes Business machines Cameras and photo equipment Canvas or similar fabric Carpets and rugs (includes cleaning) Clothing Construction and agricultural machinery Disinfectants Dry cleaning and dyeing Electric generation plants Electronics Engines (including rebuilding) Food processing establishments and commercial kitchens not associated with restaurants, cafeterias and similar dining facilities more than 2,500 square feet (232 m2) in area. Furniture Hemp products Jute products Laundries Leather products Machinery Metals Millwork {sash and door) /SFMJ Motion picture and television production studio Sound Stages, Approved Production Facilities and production locations (without live audiences) Motion pictures and television filming (without spectators) Musical instruments Optical goods Paper mills or products Photographic film Plastic products Printing or publishing Recreational vehicles Refuse incineration Shoes Soaps and detergents Textiles Tobacco Trailers Upholstering Wood; distillation Woodworking (cabinet) 306.3 Low-hazard factory industrial, Group F-2. Factory industrial uses that involve the fabrication or manufacturing of noncombustible materials that during finishing, packing or processing do not involve a significant fire hazard shall be 99 100~0-1710 -----• -----------• ---• -----------• -- INTERNATIONAL CODE COUNCIL Co~~yrJ~hl ~ W-l~ ICC. ALL RIGHTS Rtitl:.RVf:D Acc,e,;sedbr ElllcKl11:u~brnd,.ntt(~i1(!1fkl.l11~brulkn!!'.f.(:OillL( ) (►rderNumbc:r WLUOl!IU'l7lD(ln De;:](,;, 21ll'il n;,,:o, PM {P:ST}rur~rJ.ant U) Licen~e A~retrne-ntWLlh - lCC.. N.-. fonh,:r rerrodt1ctk)n, m, forther reprndu-c1iom hy any lhi!d par1y. or dlsulhmlon ;HHbutiti.-d_ Sinl:ll• u~er unly, copyin~ al'ld netw~irldnM prohibited. ANY UNALJTl-iORIZBD RE.P.ROOUC''J'HlN OR l)J:STRJ.8.UTJON r~ A VIOLATION OF' THE F"tDU!.ALCUJ'YRJf:,HT ACT ANDTl!f. (.[,Cl(NSI~ AGREEMENT, AND SlJl'ljl:.CrTOCJVIl. AND CRJMINALJ'ENALTir.:,. TlffRliUN[}ER. • --------------------,. .. • .. ···-··•---•·· .. -... --... ,----... -... -... ---... -... --... -... --... -,.. ... ,.. -... .... -- > 11 > 11 OCCUPANCY CLASSIFICATION AND USE Congregate residences (transient) with IO or fewer occupants f HCD I J Efficiency dwelling units Boarding houses (transient) Adult care facilities that provide accommodations for six or fewer clients of any age for less than 24 hours. Licensing categories that may use this classification include Adult Day Programs. A !coho/ism or drug abuse recovery homes (ambulatory only) Child care facilities that provide accommodations for six or fewer clients of any age for less than 24 hours. Licensing categories that may use this classification include, but are not limited to: Day-Care Center for Mildly Ill Children, Infant Care Center, School Age Child Day-Care Center . Family Day-Care Homes that provide accommodations for 14 or fewer children, in the provider's own home for less than 24-hours . Adult care and child care facilities that are within a single family home are permitted to comply with the California Residential Code. Lodging houses (transient) with five or fewer guest rooms and 10 or fewer occupants 310.4.1 Residential Group R-3.1. This occupancy group may include facilities licensed by a governmental agency for a residentially based 24-hour care facility providing accommodations for six or fewer clients of any age. Clients may be classified as ambulatory, nonambulatory or bedrid- den. A Group R-3. l occupancy shall meet the requirements for construction as defined/or Group R-3, except as other- wise provided for in Section 435 Special Provisions For Licensed 24-Hour Care Facilities in a Group R-2.1, R-3. l or R-4 Occupancy. This group may include: Adult residential facilities Congregate living health facilities Intermediate care facilities for the developmentally disabled habilitative Intermediate carefacilitiesfor the developmentalf..v disabled nursing Nurseries for the fall-time care of children under the age of six, but not including "infants" as defined in Chapter 2 Residential care facilities for the elderly Small family homes and residential care facilities for the chronically ill Exception: Group Homes licensed by the Department qf Social Services which provide nonmedical board, room and care for six or fewer ambulatory children or children two years of age or younger, and which do not have any nonambulatory clients shall not be subject to regulations found in Section 435. Pursuant to Health and Sqfety Code Section I 3143 with respect to these exemptedfaci/ities, no city, county or pub- lic district shall adopt or enforce any requirement for the 106 prevention of.fire or for the protection of fife and property against fire and panic unless the requirement would be applicable to a structure regardless qf the special occu- pancy. Nothing shall restrict the application of state or local housing standards to such facilities if the standards are applicable to residential occupancies and are not based on the use of the structure as a facility for ambula- tory children. For the purpose of this exception, ambula- tory children do not include relatives of the licensee or the licensee 's spouse. 310.4.2 Lodging houses. Owner-occupied lodging houses with five or fewer guest rooms and 10 or fewer total occu- pants shall be permitted to be constructed in accordance with the California Residential Code . 310.5 Residential Group R-4. Residential Group R-4 occu- pancy 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. This group shall include, but not be limited to, the fol-< lowing: < Group R-4 occupancies shall meet the requirements for construction as defined for Group R-3, except as otherwise provided for in this code. This occupancy classification may include a maximum six nonambulatory or bedridden clients (see Section 435, Special Provisions for Licensed 24-Hour Care Facililies in a Group R-2. 1, R-3.1 or R-4). Group R-4 occupancies shall meet the requirements in Section 420. < 310.6 Large family day-care homes. See Section 455 . SECTION 311 STORAGE GROUP S 311.J · ... Storage••• 'Qf~ijp ·· ~-• .•. ~torage . Group ~ ~~£~~§'. includes. among (it~~~. t\l~ 9~~ of a building or ~~~•Pr, portion thereof; f◊t ~wtlilge Pt~t is not classifieq ~ a ~• ous occupancy. •·. ·• ·· : •• ·•· •· ·•· •• •· . ·• · .•. •• .•• . . . . . . . ) . . > 311~1~1 Atce8$DJ'Y stpiag., $pa~. A l'OOOl>ll(~~~ ~~ed · · for: stotag~ : purposes that i~tf.: : .. •!~:: another occu• · :\pijc.f ~~~~! ,be classified as 1. ;pancy. Uf ··. · :storage Group . •sn• . . rage uses that ire( limited to, Buttons, inc Cardboard Clothing, wtjcil ... C<miage ..... ·. . • •• [)fy b<lat storage (indoor) 2019 CALIFORNIA BUILDING CODE INTERNATIONAL CODE COUNCI[ c.:,ryn,:ht <lei 2fll'.I tee ALL Rl(;]JT,~ RE!-.U{VF.I}, A~Co;'~~,eJ~y 1-Jlic: Kl~ml'rnlkilCL l,ckli"·~l<lll,hrud::ner.com).( }i)rder Numr>-e-r ~ll~r'-IH71111•1I I)(\. 11,, lf,IY l),~;D9 PM {P:.-.T) pursmml toLKC[J:,(' A~ri.,;m~•11r w11h J~~C. N(, Jm!hi:r n1-1tmfo,(!,>n. rm fllr1her rcprndc1cli(m, by.;my ihlnl pMtr, ,,r 111,trlb-ulH,n \lu1horiwd ~in:11ku!>!.'.r u11ly.-1.nryln~ ,md 11,1wurlrn,~ pr,,hitoiteoi ANY lJNAlJTI IORl7.EP REPROPl1("1 ll)N <rn Dl~Til.lJUJTJON l~ A V]Ol.ATJONOF'J'ri.E fE.l)E..RAL COPYRIGIJ'! ACT AND !'Ill: un:NSl:.t\(,REJ;M[\NT, AND ~~rn]ECJ' 'COClVIL ANLJ CRIMINAL P-ENJ\LTJE~ TEIE~Rl.llNDE,R. Furniture Furs Glues, mucilage, pastes and size Grains H◊ms an<l f'Ambs, other thiin <,elluloid Leather: Linoleum Lumber Motor vehicle repair garages complying with the maximum aUowal:tle quantitiesofhazardous materials Hsted in Table 307.1(1) (see Section 406.8) Photo engravings Resilient flooring Self-service storage facility (mini-storage) Silks Soaps Sugar Tires, bulk storage of Tobacco, cigars, eigarettes and snuff Upholstery and mattresses Waxeandles 3113 Low-hazard storage, Group S-2. Storage Group S-2 occupancies include, among others, buildings used for the storage of noncombustible materials such as products on wood pallets or in paper cartons with or without single thick- ness divisions; or in paper wrappings. Such products are per- mitted to have a negligible amount of plastic trim, such as knobs, handles or film wrapping. Group S-2 storage uses shall include, but not be limited to, storage of the following: Asbestos Beverages up to and including 16-percent alcohol in metal, glass or ceramic containers Cement in bags Chalk and crayons Dairy products in nonwaxed coated paper containers Dry cell batteries Electrical coils Electrical motors Empty cans Food products Foods in noncombustible containers Fresh fruits and vegetables in nonplastic trays or containers Frozen foods Glass Glass bottles, empty or filled with noncombustible liquids Gypsum board Inert pigments Ivory Meats Metal cabinets Metal desks with plastic tops and trim Metal parts Metals Mirrors Oil-filled and other types of distribution transfonners Parking garages, open or enclosed Porcelain and pottery Stoves Talc and soapstones Washers and dryers 2019 CALIFORNIA BUILDING CODE OCCUPANCY CLASSIFICATION AND USE SECTION 312 UTILITY AND MISCELLANEOUS GROUP U 312.l General. Buildings and structures of an accessory char- acter and miscellaneous structures not classified in any specific occupancy shall be constructed, equipped and maintained to conform to the requirements of this code commensurate with the fire and life hazard incidental to their occupancy. Group U shall include, but not be limited to, the following: Agricultural buildings Aircraft hangars, accessory to a one-or two-family residence (see Section 412.4) Barns Carports Communication equipment structures with a gross floor area of less than 1,500 square feet ( 139 m2) Fences more than 6 feet ( 1829 mm) in height Grain silos, accessory to a residential occupancy Livestock shelters Private garages Retaining walls Sheds Stables Tanks Towers 312.1.l Greenhouses. Greenhouses not classified another occupancy shall be classified as Use Group U. SECTION 313 LABORATORIES GROUP L [SFM] 313.1 Group L Laboratories. [SFMJ Group L occupancy includes the use of a building or structure, or a portion thereof, containing one or more laboratm}' suites as defined in Section 453. SECTION 314 ORGANIZED CAMPS GROUP C [SFMJ 314.1 Organized Camps Group C. [SFMJ An organized camp is a site with programs andfacilities established/or the pri- mary purpose o_f providing an outdoor group living experience with social, spiritual, educational or recreational objectives. for five days or more during one or more seasons of the year. 107 .. -----• • ------------• ------------... --- INTERNATIONAL CODE COUNCIL Copyn~hl o!t lfiJY J(:C. ALJ. RJGJITS RESl::.RVtU.Ai;u~~ect l'>t E!lii:! Kl:;111~l'tr11,;:lr:.ncr (ek@•kla1i~li-rm:knt•r.com). r ) (\rde-r Nmnh-et-«100MD47l0 1m .Dec J(,,_:m-19,:i~_n,;i PM (PST) (l'Uf:i-Lni111tto Lice11K"Af,lr«men1 with • 1CC No forth er rcr,r,,dtKtl(in, ni, fl1r1h~ rerroductioos l:,y any third party. or dJ~t.lbutlon dulhorlZL"d. Sinj!:l,t' U:'il!'r only, ,;:npyi,i~ <md nttworkini;: ['lf{ih1b11ed. ANY UNAUTJIORJZED REl)R0DUC'l"l(1N (lR m:-:TRJ.IHJrJ'tlN l/lA VIOi A'f l{l-N OF TEJE F£DtRA!.COPYRl<~HT A<:1· A.NJ> 'fHE [.tCFNSEAfiRUEMf:.NT.ANDSUBJ1£'fT<l L7VILANilCR.IMlNAL l>EN.I\LTIE(S TliERElfNDER - -------- -----------... -.. - ------------- ATTACHMENT#3 COMMODITY CLASSIFICATION ---· ---' ··--..... ,. ---- HIGH-PILED COMBUSTIBLE STORAGE mitted at the time ofpem1it application for review and approval. A copy of the approved fire safety and evacuation plan 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 STOCKJNG METHODS. MECHANICAL STOCKING METHODS. SHELF STORAGE. SOLID SHELVING. TRANSVERSE FLUE SPACE. 438 SECTION 3203 COMMODITY CLASSIFICATION 3203.8 Examples of commodity classification. Table 3203.8 shall be used to determine the commodity classifica- tion for various products and materials. Products not found in the list shall be classified based on the classification descriptions in Sections 3203.2 through 3203.6 and the products they most nearly represent in Table 3203.8. Table 3203.8 considers the product and the packaging if listed with the item. Products with additional packaging consist- ing of Group A plastics shall be classified in accordance with Section 3203.9. The commodity classifications are based on products with, or without, wood pallets. Where plastic pallets are used, the commodity classification shall be modified in accordance with Section 3203.10. 3203.9 Limited quantities of Group A plastics in mixed commodities. Figures 3203.9(1) and 3203.9(2) shall be used to determine the commodity classification based on the quan- tity of Group A plastics in the following situations: 1. The product is not listed in Table 3203.8 and contains Group A plastics. 2. The commodity contains Group A plastics and is not classified as high-hazard in Table 3203.8. 3. The product listing in Table 3203.8 does not specifi- cally include packaging, and the packaging material includes Group A plastics. 3203.9.1 Classifying mixed commodities with limited Group A plastics. The percentage of Group A plastics determined in accordance with Section 3203.9.2 shall be used in Figures 3203.9(1) and 3203.9(2). Results from Figure 3203.9(1) must be compared to results from Figure 3203.9(2) and the commodity will be classified with the highest commodity classification. Figures 3203.9(1) and 3203.9(2) shall not be used to reduce the commodity classification shown in Table 3203.8. 2019 CALIFORNIA FIRE CODE 100804710 INTERNATIONAL CODE COUNClt f"...opyr!ght O ZOl\il ICC. ALI. RlGtln RESERVF.D. AccesM.,J by Elhl' Klaui,bruduu.'f (ck((llkJauMJruckncr.com),( )Order Nutn~ ,1oo;co,c710 nn Dl'C I~. 201!.I 03:<W PM (PST) p1muc1n1 IQ l.lct:n\C" A~tee111cr11 with ICC: No furl her rq,ruduclion. no farther reprodur:tiuns by any third r,ar1y. or distribution authorl1.ed Sln~lc u~r i,nly. copying and network!n~ prohlbllcd. ANY UNAlfrl !ORIZED R.EPRODUCl"ION OR DISTR!Rlff!ON J~ A VIOJ.A'rlON OF THE FEDERAI.COPYRIGIIT /\CT AND THE LJC£.NSE AGRE.EMF.NT. AND Sl/llJl!GfTO CJVII.ANIJCRIMINAJ. l'ENAL1'1E$ THEREUNDER.. 2019 CALIFORNIA FIRE CODE INTERNATIONAL CODE COUNClt TABLE 3203.8-continued EXAMPLES OF COMMODITY CLASSIFICATION (continued) 100801710 HIGH-PILED COMBUSTIBLE STORAGE 443 O;pytlghl 1:1 20111 ICC. Al.I. RIGHTS RESF.R\/ED. Actl'S~--d l:iy E!lit' Klau~brutktil-r !ck~;kJausbrucltner.cmn).{ ·) Ord•·r Number .tl00804710 on Dl,: 16, l0IY0~:09 PM (PST) puri.u.tnl to Uccnst Agreement with ICC. No further rq,mduc1ion. no further rl·producllor)S. by any third riHI)'· or dlmlbutlon a111horb.ed, Sln~k u~·r ooly. cory!nJI and netwnrklnG prohibit~ ANY l/NALTrllOR.iUD REPRODUCTION OR D1$TRIBUTION IS A VIOLATION 0PTl1f. fl::l)f.RAJ.COl'YRIGJIT ACT AND THE LICENSE AURf.f-'1f.NT, AND Sl/8/ECTTOCl\/ll. AND CRIMINAL l'LNALTIE~ TllEREUNDf.ll 100804710 HIGH-PILED COMBUSTIBLE STORAGE 444 IIHlld~m111Hm1ij1]1]:(ij1Ill~[ijll TABLE 3203.8-continued EXAMPLES OF COMMODITY CLASSIFICATION (continued) 2019 CALIFORNIA FIRE CODE CopyrlRht Cl 2019 lCC. ALI. HIGHTS RESERVED. AcCt.>sscd by F.llic Klausbruckncr kk@klausbrncknL-r.com). ( ) Order Numb<.,-tl00fl<H71Don llcc 16, 201'1 o~:09 PM (PST) pursuant to License Agrt.'t'mcnt with ICC. No funhcr r,'Produciinn. no further reproJucUon~ hy any third part)', or distrihullon au1horl7,ed, Sinp.le u~l.'r only, copyfn~ and ne1work1ng prohibited ANY UNAUTHORIZED REPROl>UCJION OR DlSTRJltlfflON IS A VIOLATION OF THE FEDERAi. C.Of'YHIGHT ACT AND Tl IE LICENSE AGREEMENT. AND SUBJECT TO CIVIL l'INDCR1MINAL PENAi.TiES THEREUNDJ!R. PRODUCT CATEGORY Powders, pill s Wax products 2019 CALIFORNIA FIRE CODE INTERNATIONA L CODE COUNCI[ HIGH-PILED COMBUSTIBLE STORAGE TABLE 3203.8-continued EXAMPLES OF COMMODITY CLASSIFICATION PRODUCT Pharmaceutical pills; glass bottles or jars; cartoned Pharmaceuticals pills: plastic bottles or jars; cartoned Polyvinyl alcohol (PVA) resins; bagged Powder ; combustible (ordinary-such as sugar or flour)· free-flowing· bagged Powders; noncombustible free-flowing powdered or granular materials (such as cement, calcium chloride, clay, iron oxide, sodium chloride, sodium silicate); bagged Powders; noncombustible; glass bottles or jars; cartoned Powders; noncombustib le; PET bottles or jars Powders; noncombustible; plastic (other than PET) bottles or jars; uncartoned Powders· noncombustible; pl astic bottles or jars greater than I-gallon capacity Powders; noncombustible; plastic bottles or jars up to I-gallon capacity; cartoned Candles Paraffin or petroleum wax; blocks (continued) CLASSIFICATION Class II Class IV Class IV Class 11 Class l Class I Class II High-hazard (Group A unexpanded) High-hazard (Group A unexpanded) Class IV High-hazard (Group A expanded) High-hazard (Group A expanded) 445 100804710 Copyright C 2019 ICC: ALL RJGl!n RE!-EP:VED. Accessed h)' Ellte l\lausbruck.i11,::r (ck@lk]ausbruckner.cQm), ( ) Order Number 1100II0-t710 on Dec 16, 201!11 o~:CW PM (PST) puuwmt lo Ucen§&! Agrttmcnt wtth J('..C. No further rl'Jlroductlon, nu furl her n-produrtion~ by a11y third party, or dis1ribu1ion authorl?.t>d. Singlc user only. copying and networkin1,; prohibitrd. ANY UNAlJTHORIZED REPRODUCTION OR f>ISTRJSVTION IS A VIOLATION OFT/IE FEDERALCOPYH.!Gtff ACT ANDTi'IE LICENSE A(JREEMENT, AND WBJE.CTTO CIVIL AND CRIMINAL PENAI.TIE!-THEREUNDER. ---------------... ----.. -... --- --- --,. --- ATTACHMENT #4 DESIGNATION OF HIGH PILED STORAGE 3203.10.1 Unreinforced plastic pallets. For Class I through IV commodities, where unreinforced polypropyl- ene or unreinforced high-density polyethylene plastic pal- lets are used, the commodity classification shall be increased one class. To be considered unreinforced plastic pallets, the pallets shall be marked with a permanent sym- bol indicating the pallet is unreinforced. 3203.10.2 Reinforced plastic pallets. For Class I through IV commodities, where reinforced polypropylene or rein- forced hi gh-density polyethylene plastic pallets are used, the commodity classification shall be increased two classes except for Class IV commodities, which shall be increased to a high-hazard (Group A plastic, cartoned, unexpanded) commodity. 3203.10.3 Other pallets. For Class J through IV commod- ities stored on plastic pallets other than polypropylene or high-density polyethylene plastic pallets, the commodity classification shall be increased two classes unless specific testing is conducted by a testing laboratory. SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS 3204.2 Designation based on engineering analysis. The designation of a high-piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored where 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 th e 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 (111 m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903. 2019 CALIFORNIA FIRE CODE HIGH-PILED COMBUSTIBLE STORAGE 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 of24 inches (6 10 mm) shall be maintained in 48- inch (12 19 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 ( 12 19 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (111 8 mm) shall be maintained in accordance with Section 3206.10. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections 3206.2 through 3206.1 I. 3206.2 Type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and auto- matic sprinkler design densities shall be provided to protect the high-piled storage area. 3206.2.1 Extent of protection. The fire safety features required in Table 3206.2 shall extend to the lesser of 15 feet (4572 mm) beyond the high-piled storage area or a full height wall. 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 requirements. 449 100804710 Copynghl o 2019 ICC ALL RJGHTS RESER VU) Acceued by Ellie Kliu\bruduu:r (ek(o_flkl;,rn~rud.m,1'.uJm), ( ) Ord('r Numba' 11oot104710 on D1.'C 111.1019 Oi':09 PM (l•ST) pursu,mt to Uccn"' Ailrttmcni with ICC. No fur1hcr reproduction, no further rq,rodu,1lum by an}' third par1y. Qr dl,trlbution auihorlttd Mn~I~ UK"r only, wpyrn1: and nctworking prohl't>ltrd ANY lJNAlJrt·IORIZEI> RP.l'RODUCTION OR OISTRIBtrrtON IS A VIOLATION Of THE Ff.J)LRAI.COPYRl<~IIT ACJ' AND THE LICf.NSr. AGREEMENT, AND SlJS)ECr TO CIVIL AND CRIMINAL PENALTJr:S THF.REUNl)ER. ------------------------------,.. ,.. ----.... ATTACHMENT#5 GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE SIZE OF HIGH-PILED (See Sections 3206, 3207 and 3208)" (see Section 3207 .3) COMMODITY STORAGE AREA' Maximum (square feet) Automatic fire-Fire Smoke and CLASS extinguishing Fire detection department Maximum pile permissible Maximum (see Sections 3206.2 and system heat removal 3206.3) system (see Section access doors (see Section dimensione storage pile volume (see Section (see Section (feet) height• (cubic feet) 3206.4) 3206.5) 3206.7) 3206.8) (feet) 0-500 Not Not Not Not Not Not Not Required' Required Required Required Required Required Required 501-2.500 Not Yess Not Not 120 40 100,000 Required' Required Required 2,501-12,000 Yes Not Not Not 120 40 400,000 Open to the public Required Required Required 2,501-12,000 Not Not Not I-IV Not open to the public Yes Required Required• Required 120 40 400,000 (Option I) 2,501-12,000 Not Not open to the public Required' Yes Yes Yes"·; 120 30' 200,000 (Option 2) 12,001-500,000 Yes Not Yes Yes"·' 120 40 400,000 Required Greater than Yes Not Yes Yes"·; 120 40 400,000 500,000 Required 0-500 Not Not Not Not 60 Not Not Required' Required Required' Required Required Required 501-2,500 Yes Not Not Not 60 30 75,000 Open to the public Required Required' Required 501-2,500 Not Not Not Not open to the public Yes Required Required' Required 60 30 75,000 (Option I) 501-2,500 Not Not open to the public Yes& Yes Yes"·' 60 20 50,000 (Option 2) 75,000 Required 75,000 For SI: I foot = 304.8 mm, I cubic foot = 0.02832 m3, I square foot = 0.0929 m'. a. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. b. For aisles, see Section 3206.10. c. Piles shall be separated by aisles complying with Section 3206.10. d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note fwhere required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and nammable and combustible liquids, respectively. e. For storage exceeding 30 feet in height, Option I shall be used. f. Special fire proteclion 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 where required by the fire code official. g. 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. h. Not required where storage areas wirh an exir access rravel distance of 250 feel (76 200 111111) 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)112 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. I. I. 1. Not required in frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system. 450 2019 CALIFORNIA FIRE CODE 10080◄710 Copyright C 2019 ICC. Al.I. RIG tin Kf.SERVl:D. AtccsseJ by Ellk Kl.tusbrudrner (ckflt'kliusbrockner.com), r ) ()rdcr Number •1001'104110 on l>o:: If., 2019 0":09 l'M (PST) rumunt 10 lfo.:n!ie Agrttm~nt with ICC No further reproduc1ion, no fun her rerrodu,:11ons ti,· 1111~ third rany, or dhlr!butmn aulhorlu-d. Single u5tt only, c<>pylng and nt1working prohfblted ANY tJNAlffllORl/.f.P REl'RODUCTION OR J)ISTH.1Kln10N JSA VIOLATION OPTIIE FEDt:RALCOf-'YklGlfT ACT ANl)THF. LICENSC AGREEMENT, ANDWHJECT TO CIVIi.AND CRIMiNAL J>ENALTIE~ TIIEREUNDER. -.. .. ---- ---... - ----... - 1111 -.... ... ... - -... ... .. -- -... ATTACHMENT #6 AUTOMATIC FIRE SPRINKLER SYSTEM WAREHOUSE Cc1pynght 2015 National Fire Protection Association (NFPA). L1ccnsod, by agreement. for inch·idual use and download en Novcrnt11~~r 14, 2015 m KLAUSBRUCKNER ANO f..SSOCl,\TES for designated user ELLEY Kt.AUSBRUCKNER. No other reprodt:ction or transrn:ssion 1n any fonTI perrn1tted w1thm1t written perm1ss1cn c! NFPA Fer inql1ires or to report unaulhon1.ed use. contact licensmg@nfpa mg DEFINITIONS 13-23 3.9.2.1.2* Ope11 Array. A storage arrangement where air movement through the pile is enhanced because of ve rtical flues larger than 6 in. (150 mm). 3.9.2.2 Bi11 Box Storage. Storage in five-sided wood, metal, or cardboard boxes with open face on the aisles in which boxes are self-suppo rting or supported by a structure so designed that little or no ho rizontal or vertical space exists around boxes. 3.9.2.3 Pa/fetized 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 develo p- ment. 3.9.2.5* Pile Stability, Unstable Piles. T hose 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 o r pe1fo- 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 peneu·ations and no longitudinal flue space and a maximum storage height of 15 ft (4.6 m). 3.9.2. 7 Sofia-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 su1faces 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 011 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 compo nents, steering mechanisms, auxiliary mo- tors, and lighting -all with orwithoutexpanded Group A plastic dunnage. This definitio n 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 sprin klers 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. A solid barrier in the horizontal position covering the entire rack, incl uding all flue spaces at certain height increments, to prevent vertical fire spread. 3.9.3.6* Longitudinal Flue Space. T he space between rows of storage perpendicular to the direction of loading wi1h a wid th not exceeding 24 in. (600 mm) between storage. 3.9.3.7* Rack. Any combination of vertical, horizontal, and diagonal members that supports stored materials. [ l, 201 5) I ,jJ. M, 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 unl oaded, then moved across the aisle to abut other racks. 3.9.3.7.3 Multiple-Iww Racks. Racks greater than 12 ft (300 mm) in depth or single-or double-row racks sepa- rated by aisles less than 3.5 ft (l.l m) wide having an overall wid th greater than 12 ft (300 mm). 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 6 in. (150 mm) flue spaces on all four sides, or by the placement of loads that block openings that would oth- e rwise serve as the required fl ue spaces. IBW I ,,w,; 3.9.3.7.8 Slatted Shelf Rack. A rack where shelves are fixed in place with a series of narrow ind ividual 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. 3.9.3.8* 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 peri meter 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 (l.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. 3.9.3.9 Transverse Flue Space. The space between rows of storage parallel t.o the direction of loading. (See Figure A.3.9.3.6.) 2016 Edition C'.)pynght 2015 National Fire ProlecUon Asscciallon (NFPAl. Llconsod, by agreement. for lncfa,•kiuol use and 1.iO\.'¥T1lo~d 0!1 Novcrnt;.:;:r 14, 2015 !rJ KLAUSBRUCKNER ANO ASSOCJtl.TES for designated user E.LLEY Kl..~USBRUCKNER. No other reproduction or transrn!SS!Oll ir: any torm pa1ri1it1f!d without wriHer. perm:s:i;1on of NFPA Fer inql;irns or to report unauthorized use. contact iicens1ng(~r.fpa org 13-86 ~ Not less than 36 in. I' Ceiling Obstruction I 12 in. I • (300 mm)• maximum 6 in. (150mm) maximum I 12 in. I • (300 mm)• maximum Not less than 36 in. (900mm) FlGURE 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 conditi ons are met: (]) The average actual floor area protected by the sprinklers on the moved branch line and th e sprinklers on the adja- cent branch lines shall not exceed 100 ft2 (9.3 m2) per sprinkler. (2) Jn 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 (A,) shall not be less than 64 ft2 (5.92). 8.12.3 Sprinkler Spacing (Early Suppression Fast-Response Sprinklers). (2) Unle:s the 1·equirements of 8.12.3.l (3) or 8.12.3.1 ( 4) are met, where the storage height exceeds 25 ft (7.6 m) and ceili ng height exceeds 30 ft (9.1 m), the distance between spr·inklers 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 hall be permitted to eliminate obstructions created by structural elements (such as trusses, bar joists, and wind bracing) by moving a sprinkler along the b1·anch line a maximum of I ft (300 mm) from its allowable spacing, provided cover- age for that sprinkler does not. exceed 110 fr2 (10.2 m2) where all of the following conditions are met: (a) The averag actual floor area protected by the moved sprinkler and the adj acent sprinklers shall not exceed I 00 ft2 (9.3 m2). (b) Adjacent branch lines shall maintain the same pat- tern. (c) 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 l ft (300 mm) from its allowable spacing, provided coverage for the sprinklers on that branch line and the sp,·inklers 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: (a) The average actual floor area protected by the sprin- klers on the moved branch line and the sp.-inklers on the adjacent branch line shall not exceed 100 ft2 (9.3 m2) per sprinkler. (b) In no case shall the distance between sprinklers ex- ceed 12 ft (3.7 m). (c) 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. Table 8.12.2.2.1 Protection Areas and Maximum Spacing of ESFR Sprinklers 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 Construction Type ft2 m2 ft m ft2 m2 ft m oncombustible 100 9.3 12 3.7 100 9.3 10 3.0 unobstructed oncombustible obstructed 100 9.3 12 3.7 100 9.3 JO 3.0 Combustible unobstructed 100 9.3 12 3.7 100 9.3 10 3.0 2016 Edition Copyngrn 2015 Na,ional Fire Proleclion As,ociallon (NFPA). Licensed, by agreement. for ;nc,,,idual use and ,jowntoad on Novomoor 14, 2015 !o KLAUSBRUCKNER ANO t,SSOCIATES tor des,gnaled use, ELLEY Kl.AUSBRUCKNf.R No other reprod1;Cl1on or transrniss1on 1n any form pem111fed without writter"I permission o1 NFP1-\ For tncwires or to report unauthorized use. contact licens1ng@nfpa org 13-88 INSTALLATION OF SPR1NKLER SYSTEMS (I) Sprinklers shall be installed below continuous obstruc- tions, or they shall be arranged to comply with Table 8. I 2.5.1.1 for horizon ta! obstructions entirely below the e levation of sprinklers that restrict sprinkler discharge pattern for two or more adjacent sprinklers such as ducts, lights, pipes, and conveyors. (2) 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. (3) Additio nal sprinklers shall not be required where the ob- struction is 1 ft (300 mm) or less in width and located a minimum of I ft (300 mm) horizontally from the sprin- kler. ( 4) 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. (5) Ceiling sprinklers shall not be required to comply with Table 8.12.5.1. I 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 where upright sprinklers are located over the bottom chords ofbarjoists 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 d ischarge 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. Sprinkle rs with a special obstruction allowance shall be installed according to their listing. 2.6 Clearand;' to nse Sprinkle a1,d I.he ~QP of stor'll&e ~, :r :.i"'qw:i ··;,.=::::, • ,.~ 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 m2) 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. 2016 Edition 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 hori zontal bar.-i- e rs, 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 obsu·uction 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 corrosio n 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 JO ft (3.0 m) or less. 8.14.6.1 Other maximum horizontal spacing differing from those required in 8. I 4.5 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 C;)pyrig~H 2015 t..Jationui Fire Protection Association (is.lFPA). Licensed, by agreement for ino .. ,idual use and download cirt Novemt:01 14, 2015 tc KLAUSBRUCKNER AND ASSOCIATES for des;gnated user E.LLEY Kl.AUS BRUCKNER. No o1her reproduc~icn or transm:ssion in any forrn pem1ilted without writtP.n perm,ssion oi NFPA For inquires or to report unauthorized use. con!act !icer.s.1r,g(~r:fpa org 13-148 INSTALLATION OF SPRINKLER SYSTEMS 12.6.8.1 The ordinary-temperawre design densities corre- spond to ordinary-temperature-rated sprinklers and shall be used for sprinklers with ordinaq1-and intermediate- temperature classification. 12.6.8.2 The high-temperature design dens ities correspond to hi gh-temperature-rated sprinklers and shall be used for sprinklers having a high-temperature rnting. 12.6.9 O rdinary-and intermediate-temperature sprinklers wi th K-factors of K-11.2 (161) or larger, whe re listed for storage, shall be permitted to use the densities for high- temperature sprinkler . 12. 7 Discharge Considerations. 12.7.1 The water supply for sprinklers only shall be deter- mined ei ther from the de nsity/area requirements of Chap- ter l 2 through Chapter 20 or shall be based upon the room design method in accordance with Section 12. I 0, at the discre- tion of the designer. 12.7.2* Systems with Multiple Hazard Classifications. For sys- tems with multiple hazard classifications, the hose stream al- lowance and water supply durntion shall be in accordance with Section l 2.8 as well as one of the J; llowing: (I) The water supply requirements for the highest hazard classification within the system shall be used. (2) The water supply requirements for each individual hazard classification shall be used in the calculations for tJ1e de- sign area for that hazard. (3)*For systems ,~~th multiple hazard classifi cations 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 tJ1rough Chapter 20. 12.7.5 The minimum water supply requirements determined from 12.7.4 shall be available for the minimum duration spe i- 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.l V11hen using the de nsity/area method, the design area shall meet the requirements of 23.4.4.2. l. 12.7.6.2 When using CMSA, the design area shall meet the requirements of23.4.4.3.l. 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 sprinkl ers are req uired 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 operntion originally selected. 2016 Edition 12.7.7.2 If the building has unsprinklered combustible con- cealed space·, the rules of Section 12.9 shall be applied after all other modificati ons have been made, 12.7.7.3 The minimum design density for any sprinkler sys- tem in tailed 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 connecti on to the city main or a yard hydrant, whichever is closer to the system riser. 12.8.4 Where inside hose connections are planned or are required, the following shall apply: (1) A total water allowance of 50 gpm (] 90 L/min) for a single hose connection installation shall be added to the sprinkler requirements. (2) A total water all owance of I 00 gpm (380 L/min) for a multiple hose connection installation shall be added to the sprinkler requirements. (3) The water allowance shall be added in 50 gpm (190 L/ min) increments beginning at the most remote hose con- nection, with each increment added at th e 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 sp rinkler system risers in accordance with 8.17.5.2, the following shall apply: (1) The water supply shall not be required to be added to standpipe demand as determined from FPA 14. (2) Where the combined sprinkler system demand and hose stream allowance of Chapter 12 and Chapters 14 through 20 exceeds the requirements of FPA 14, this higher de- mand shall be used. (3) 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 requirements given in NFPA 14. 12.9 Unsprinklered Combustible Concealed Spaces. 12.9.1 * When using the density/area method or room design method, unless the requirements of 12.9.2 are met for build- ings having unsprink.lered combustible concealed spaces as described in 8.15.l.2 and 8.15.6, the minimum area of sprin- kler operation for that portion of the building shall be 3000 ft2 (280 m2 ). 12.9.1.1 The design area of3000 ft 2 (280 m2) shall be applied only to tJ1e 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 protecting a 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. Copyngtit 2015 National Fire Protection Association (NFPA) Licensed, by agreen,cnt. for !nd;,!dual usu and download on Novcmb'~r 14, 2015 lc KLAUSBRUCKNER AND ASSOCIATES 10, des,gnated user EL LEY Kl.AUSBRUCKNER. No other reproduction or transm:ssIon In any form perm11ted without written perm;ss1on cl NFPA Fer lnquires or lo report ur,authori1.P.d use. c-onlact licens1ng@ofpa 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 Sprinkler in Design Area at Duration Sprinkler Type Spacing Type Area* Ceiling gpm L/min (minutes) Up to 1200 ft2 (llO m2) 250 950 60 Over 1200 ft2 (111 m2) up to Control mode 1500 ft2 density/area Standard and NA (]40 m2 ) 500 1900 90 (CMDA) extended-coverage Over 1500 ft2 (139 m2) up to 2600 ft2 (240 m2) 500 1900 120 Over 2600 ft2 (240 m2) 500 1900 150 Standard Up to 12 NA 250 950 60 Over 12 to 15 NA 500 1900 90 Over 15 to 25 NA 500 1900 120 Control Mode Over 25 A 500 1900 150 Specific Application Up to 6 NA 250 950 60 (CMSA) Up LO St NA 250 950 60 Extended-coverage Over 6 to 8 NA 500 1900 90 Over 8 to 12 NA 500 1900 120 150 «. NA 500 1900 90 NA 500 1900 120 Over 25 NA 500 1900 150 O n-floor rubber tire Standard and storage up to 5 ft CMDA&CMSA extended-coverage (1.5 m) in height Any Any 250 950 120 (ronlimws) 2016 Edition Cop}'ngr1! 2015 National Fire Protection Association (NFPAJ. Licensed, by agreement for ind;vldual use and download Cffl November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for dos1gnaled user E:LLEY Kl.AUSBRUCKNCR. No other reproduction or tr<'lnsm:$s1on 111 any form perrn!t!ed without writ:en permission of NFPA For inQLi!res or to repcrt unaulhon1.ed use. c.ontact ticens1ng@r.fpa org 13-214 I 1STALlATION OF SPRINKLER SYSTE 4S 17.2.2.6 In-Rack Sprinkler Requirements Where CMSA Sprin- klers Are Used at Ceiling. 17.2.2.6.1 In-rack sprinklers shall be installed at Lhe fir t tier level at or above one-half oft.he storage height. 17.2.2.6.2 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. 17.2.2.6.3* In-rack sprinklers shall be located at an intersec- tion of transverse and longitudin al flues. 17.2.2.6.4 The maximum horizontal distance between in- rack sprinklers shall be 5 ft (1.5 m). 17.2.2.6.5 'Wher distances between transverse flues exceed the maximum al lowable distances, sprinklers shall be install ed at the intersection of the transverse and longitudinal flues, and additional sprinklers shall be installed between transverse flues to meet the maximum distance rules. 17.2.2.6.6 vVhere no transverse flues exist, in-rack sprinklers hall not exceed the maximum spacing rules. 17.2.2.6.7 In-Rack Sprinkler Water Demand. The water de- mand for sprinklers installed in racks shall be based on simul- taneous operation of the most hydraulically remote eight sprinklers. 17 .2.2.6.8 In-Rack Sprinkler Discharge Pressure. Sprinklers in racks shall di charge at not Jess than 15 psi (1.0 bar) for all classes of commodities. (See Section C.19.) 17.2.3.1.1 ESFR protection as defined shall not apply to the following: (1) Rack storage involving solid shelves, except as permitted by 17.2.3.1.2 (2) Rack storage involving open-top cartons or containers 17.2.3.1.2 ESFR sprinklers hall not be permitted to protect storage on solid helf racks unless the solid shelf racks are protected with in-rack sprinklers in accordance with 17.l .5. 17.2.3.1.2.1 vVhere solid shelves are used, in-rack sprinklers shall be installed in every level below the highest solid shelf. 17.2.3.2 ESFR sp,;nkler systems shall be designed such that the minimum operating pressure is not less than that indi- cated in Table 17.2.3.1 for type of storage, commodity, storage height, and building height involved. 17.2.3.4 In-Rack Sprinkler Requirements Where ESFR Sprin- klers Are Used at Ceiling. 17.2.3.4.1 Where required by Table 17.2.3.l, in-rack sp1fo- kJers shall be installed at the first tier level at or above one-half of the storage height. 2016 Edilion 17.2.3.4.2 In-rack sprinklers shall be K-8.0 (115) or K-11.2 (160) quick-response, ordinary-temperature sprinklers. 17.2.3.4.3 The minimum of 6 in. (150 mm) vertical clear space shall be maintained betvveen the sprinkler deflectors and the 1op of a tier of storage. (A) Sprinkler di charge shall not be obstructed by horizontal rack members. 17.2.3.4.4 The maximum horizontal distance between in- rack sprinklers shall be 5 ft (1.5 m). 17.2.3.4.5* In-rack sprinklers shall be located at an intersec- tion of transverse and longitudinal flues while not exceeding the maximum spacing rules. 17.2.3.4.6 Where distances between transverse flues exceed the maximum allowable distances, sprinklers hall be installed at the intersection of the transverse and longitudinal flue , and additional sprinklers shall be installed between transverse flues to meet the maximum distance rules. 17.2.3.4.7 v\There no transverse flues exist, in-rack sprinklers shall not exceed the maximum spacing rules. 17.2.3.4.8 The water demand for sprinklers installed in racks shall be based on simultaneous operation of the most hydrau- lically remote eight sprinklers. 17.2.3.4.9 Each of the in-rack prinklers described in 17.2.3.4.8 shall discharge at a minimum of 60 gpm (227 L/min). 17.2.3.5* Protection of Exposed Expanded Group A Plastics. 17.2.3.5.1 Protection of single-, double-, and multiple-row rack storage of exposed expanded Group A plastics shall be permitted to be in accordance with 17.2.3.5.2 through 17.2.3.5.8. 17.2.3.5.2 The maximum storage height shall be 25 ft (9.1 m). 17.2.3.5.3 The maximum ceiUng height hall be 40 ft (12.2 m). 17 .2.3.5.4 Sprinklers shall be intermediate temperature- rated ESFR pendent sprinklers with a nominal K-factor of K-25.2 (360). 17 .2.3.5.5 The design area hall consist of the most hydrauli- cally demanding area of 12 prinklers. Subsection 17.2.3.5.6 was revised by a tentative interim amendment (TIA). See page 1. 17.2.3.5.6 The minimum operating pressure shall be either 30 psi (2.0 bar) or 60 psi (4.1 bar) based upon the applicable storage and ceiling height for the installation as foll ows: (1) 30 psi (2.0 bar) for storage heights up to 25 ft (7.6 m) with a maximum ceiling height of 30 ft (9. 1 m) (2) 60 psi ( 4.1 bar) for storage heights up to 25 fl (7.6 m) with a maximum ceiling height of 40 ft (12.2 m) 17.2.3.5.7 The minimum aisle width shall be 8 ft (2.4 m). 17 .2.3.5.8 The rack shall have a solid vertical barrier of% in. (9.5 mm) plywood or particleboard, 22 gauge sheet metal, or equivalent, from face of rack to face of rack, spaced at a maxi- mum of 16.5 ft (5.0 m) intervals. 17.2.3.5.8.1 The vertical barrier shall extend from a maxi- mum of4 in. (102 mm) above the floor to the maximum stor- age height. 17.2.3.5.8.2 The plan area of stora§e between vertical barri- ers and aisles hall not exceed 124 ft ( 11 .52 m2). Copyngrn 2015 National Fire Protection Association (NFPA) L,cc:ised, by agfecmcnt. for ind;v!L1ual use an,j dov,.·nlood cm November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY Kl.AUSBRUCKNER No other repmd1;r.tion or liansrn:ssion 1n any form peimltted without wrilten perm:ssmn ot NFPA For inquires or to report unauthoni:ed use, contact ncensing@r.fpa org 13-216 INSTALLATION OF SPRINKLER SYSTEMS Table 17.2.3.1 Co11tinued Maximum Ceiling/Roof Minimum Operating In-Rack Height Pressure Nominal Sprinkler ft m K-Factor Orientation psi bar Requirements 14.0 Upright/ 60 4.1 No (200) pendent 32 JO 16.8 Upright/ 42 2.9 0 (240) pendent ]4.0 Upright/ 75 5.2 No (200) pendent 16.8 Upright/ 52 3.6 No (240) pendent 35 lJ 22.4 Pendent 35 2.4 No (320) 25.2 Pendent 20 1.4 No (360) 16.8 Pendem 52 3.6 No (240) Pendent 40 2.7 No ~ '! 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) 20 6.1 14.0 Pendent 50 3.4 No (200) 25 7.6 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 35 I I (200) 16.8 Pendent 52 3.6 No (210) 40 12 16.8 Pendent 52 3.6 No (210) 14.0 Pendent 90 6.2 Yes (200) 45 14 16.8 Pendent 63 4.3 Yes (240) 2016 Edition Copyngh, 2015 Nat1onal Fire Prolectlon As,ocial!on (NFPA). Licensed, by agreernenl. for !nc,v!,jual use and ciownload on Novemt,er 14, 2015 lo KLAUSBRUCKNER AND ASSOCIATES lor des,gnated user EL LEY Kl.AUSBHUCKNf.R. No o1her reprnduction or transm:ssion in any forrn pern-11lled witho~Jt wriaen perm:ss1on of NFP.'\ For inquires or to report unauthorized use. contact licer:s1ng,@r.fpa org PROTECTIO OF RACK STORAGE OF PLASTIC A 10 R BBER COMMODr11ES 13-217 Table 17.2.3.l Continued Maximum Ceiling/Roof Minimum Operating In-Rack Height Pressure Nominal Sprinkler ft m K-Factor Orientation psi bar Requirements 14.0 Pendent 50 3.4 No (200) 30 9.1 16.8 Pendent 35 2.4 No (240) 14.0 Pendent 60 4.1 0 (200) 32 10 16.8 Pendent 42 2.9 0 (240) 14.0 Pendent 75 5.2 No (200) 35 11 16.8 Pendent 52 3.6 No (240) 16.8 Pendent 52 3.6 No (240) Pendent 50 3.4 No 45 14 16.8 Pendent 63 4.3 Yes (240) Cartoned 20 6.1 14.0 pright/ 50 3.4 No expanded (200) pendent 25 7.6 16.8 priglu/ 35 2.4 No (240) pendent 14.0 pright/ 50 3.4 No (200) pendem 30 9.1 16.8 Upright/ 35 2.4 No (240) pendent 14.0 Upright/ 50 3.4 0 (200) pendent 30 9.1 16.8 Updght/ 35 2.4 0 (240) pendent 25 7.6 14.0 Pendent 60 4.1 0 (200) 32 10 16.8 Upright/ 42 2.9 No (240) pendent 2016 Edition Copynghl 2015 Natlc,iai Firo Protection Association (NFPA). L,ceosed, by agrnemenl. for lnd;vldcal use .and download on November 14, 2015 !o KLAUSBRUCKNER AND ASSOCIATES for des,gnaled user ELLEY KL.;USBRUCKNER No other reprod1;ction or transmission in any form pt1rm1tled wtthmil wnlten perm:ss1on of NFPA For inquires or to report unaulhon1P.d use, contact hcens1ng@r.fp.a org 13-220 INSTALi.A TION OF SPRINKLER SYSTEMS □ □ □ ~ Barriers L] \E □ □ □ □ □ □ Xillw111IIIJ:\\\Yi) Elevation View ~ □ □ □ □ □ □ □ ~ Plan View Note: Each square represents a storage cube measuring 4 ft to 5 ft (1.2 m to 1.5 m) on a side. Actual load heights can vary from approximately 18 in. (450 mm) up to 10 ft (3.0 m). Therefore, there could be as few as one load or as many as six or seven loads between in-rack sprinklers that are spaced 10 ft (3.0 m) apart vertically. F1GURE 17 .3.l.4(c) In-Rack Sprinkler Arrangement, Group A Plastic Commodities, Single-Row Racks, Storage Height Over 25 ft (7.6 m) -Option 3. 17.3.1.17 T he minimum water supply requirements for a hy- draulically designed occupancy hazard fire conu·ol sprinkler system shall be determined by adding the hose stream allow- ance from Table 17.3.1.17 to the water supply for sprinklers dete rmined in Section I 7.3. 17.3.2 CMSA Sprinklers for Rack Storage of Plastic Com- modities Stored Over 25 ft (7.6 m) in Height. 17.3.2.1 Protection of single-, double-, and multip le-row rack storage for cartoned, unexpanded Group A plastic commodi- ties shall be in accordance with Table 17.3.2.1. 17.3.2.1.l CMSA sprinklers shall not be permitted to protect storage on solid shelf racks unless the solid shelf racks are protected with in-rack sprinklers in accordance with l 7.1.5. 17.3.2.1.1.l Whe re solid shelves are used, in-rack sprinklers shall be installed in every level below the highest solid shelf. 17.3.2.2 Protection shall be provided as specified in Table J 7.3.2.1 or appropriate NFPA standards in terms of minimum 2016 Edition □ □ □ □□ aa-· 0°[~] i e Barrier s 3~~~"x ~ i n 2 o k GJGJ ~ :·B&5 ~□□Barrier □□ Elevation View Notes: A I s L E Barriers shown with background Plan View 1. Sprinklers and barriers labeled 1 shall be required where loads labeled A or B represent top of storage. 2. Sprinklers labeled 1 and 2 and barriers labeled 1 shall be required where loads labeled C represent top of storage. 3. Sprinklers and barriers labeled 1 and 3 shall be required where loads labeled Dor E represent top of storage. 4. For storage higher than represented by loads labeled E, the cycle defined by Notes 2 and 3 is repeated. 5. Symbol 6or x indicates face sprinklers on vertical or horizontal stagger. 6. Symbol o indicates longitudinal flue space sprinklers. 7. Each square represents a storage cube measuring 4 ft to 5 ft (1.2 m to 1.5 m) on a side. Actual load heights can vary from approximately 18 in. (450 mm) up to 10 ft (3.0 m). Therefore, there could be as few as one load or as many as six or seven loads between in-rack sprinklers that are spaced 1 0 ft (3.0 m) apart vertically. FIGURE l 7.3.l.5(a) In-Rack Sprinkler Arrangement, Group A Plastic Commodities, Storage Height Over 25 ft (7.6 m) -Op- tion I. operating pressure and the number of sprinklers to be in- cluded in the design area. 17 .3.2.3 The design area shall be a rectangular area having a dimension parallel to the branch lines at least 1.2 times the square root of the area protected by the number of sp1inklers to be included in the design area. Any fractional sprinkler shall be included in the design area. 17.3.2.4 Building steel shall not require special protection where Table J 7.3.2. l is applied as appropriate for the storage configuration. 17 .3.2.5* In-Rack Sprinklers. (Reserved) 17.3.3.l Protection of single-, double-, and multiple-row rack storage of cartoned or exposed, unexpanded Group A plastic shall be in accordance with Table J 7.3.3.1 . ATTACHMENT #7 ADDITIONAL PROTECTION REQUIREMENTS .. -----.. -• -.. --.. ------ ... -..... ---.. --• • • ---- 3203.10.1 Unreinforced plastic pallets. For Class J through IV commodities, where unreinforced polypropyl- ene or unreinforced high-density polyethylene plastic pal- lets are used, the commodity classification shall be increased one class. To be considered unreinforced plastic pallets, the pallets shall be marked with a permanent sym- bol indicating the pallet is unreinforced. 3203.10.2 Reinforced plastic pallets. For Class I through JV commoditi es, where reinforced polypropylene or rein- fo rced high-density polyethylene plastic pallets are used, the commodity classification shall be increased two classes except for Class 1 V commodities, which shall be increased to a high-hazard (Group A plastic, cartoned, unexpanded) commodity. 3203.10.3 Other pallets. For Class I through IV commod- ities stored on plastic pallets other than polypropylene or high-density polyethylene plastic pallets, the commodity classification shall be increased two classes unless specific testing is conducted by a testing laboratory. SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS 3204.1 General. High-pil ed storage areas, and portions of high-piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifi cally designated to contain Class I, Class JI , Class 1ll, Class IV or high-hazard commodities. The designation of a high-piled storage area, or portion thereof intended for stor- age 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 HIGH-PILED COMBUSTIBLE STORAGE 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 an d debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches ( 1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (11 18 mm) shall be maintai ned in accordance with Section 3206.10. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height lim itations 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. designation ofa high-piled combustible storage area, or por-SECTION 3206 tion thereof, is allowed to be based on a lower hazard class GENERAL FIRE PROTECTION than that of the highest class of commod ity stored where a AND LIFE SAFETY FEATURES limited quantity of the higher hazard commodity has been 3206.l General. Fire protection and life safety features for demonstrated by engineering analysis to be adequately pro-high-piled storage areas shall be in accordance with Sections tected by the automatic sprinkler system provided. The 3206.2 through 3206.11. engineering analysis shall consider the ability of the sprin - kler system to deliver the higher density required by th f protection. Where required by Table 3206.2 higher hazard commodity. The higher density shall be base systems, smoke and heat removal and auto- on the actual storage height of the pile or rack and the mini-r design densities shall be provided to protect mum allowable design area for sprinkler operation as set.,____,..,_,,.. ____ . ...__...,_.; storage area. forth in the density/area figures provided in FP A I 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 of900 square feet (84 m2) for wet pipe systems and 1,200 square feet (I 11 m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903 . 2019 CALIFORNIA FIRE CODE 449 100804710 U)pyrli,:ht c 2019 ICC. ALL R1GIIT~ RES[RVED, i\ccc.1-s-..'d by F.llk t,.;l~ust,ruc\cJli.'r (('kftl)ldau5bruckncr.com). () l)rckt Number ti0080471u nn D~,: 16. 201Y0'.':09 PM (P~i) pursuant lo Ll,;en~ Ap.rt-cmcnl with ICC. Nn further rl'f'rndm:lion. nu further rc-prnductiom• by any third party, ur dlmlbu1kin authorl1..ed, Slngle user only, cop~nil and n~...,·ork.lng pmhiblied. ANY UNAlffHORIZED REPRODUCTION OR DISTRIBLJrlON JS A VJOl.i\1'10N OF TUE FEl>CR.Al.COPYRIGI-IT ACr AND THE LJCtNSE AGRf:EMEN'f. AND SUBJECT TO CIVIJ. AND CRIMINAL PENALTIESTIIEREUNl>ER. Copyngrit 20~ 5 N.:i\i(..znal Fi1e Prcfoc.tion AS!>tx:i3tlon (NFPA) Ucens:ed, by agwerneni. for ind1vidl..i.JI use and download on November 14, 2015 ;o KLAUSBRUCKNER AND ASSOCIATES ·ror des1gnat1.:~d user ELLEY KLli,lJSBRUCKNfR No other reproduclion or trnnsm,ss1on in any fonn pe:milled without wrilten perm,ssion oi NFPA Fer inquires or lo repoi1 unauthori1.ed use. c.onlar.t licer.s.1ng@r.fpa nrg GENERAL REQUIREMENTS FOR STORAGE 13-1 47 of supplemental, quick-response in-rack sprinklers located di- rectly below the top tier of storage and at every flu e space intersection. 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.2 gpm/ft2 (8.1 mm/min) or less, standard-response sp,-inklers with a 12.1.3.4.7 When applying tJ1e supplemental in-rack sprinkl er K-factor of K-5.6 (80) or larger shall be permitted. option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable clearance 10 ceiling. 12.6.2 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being 12.1.3.4.8 If in-rack sp1·inklers are required for the actual protected ,._~th upright and pendent spray sprinklers with re- storage height with an acceptable clearance to ceiling, in-rack quired den ities of greater than 0.2 gpm/ft2 to 0.34 gpm/ft2 sprinklers shall be install ed as indicated by that criteria. (8.1 mm/min to 13.9 mm/min), standard-response sprinklers 12.1.4 High Volume Low Speed (HVLS) Fans. with a nominal K-factor ofK-8.0 (115) or larger shall be used. 12.1.4.1 * The installation ofHVLS fans in buildings equipped 12.6.3 For general storage applications, rack storage, rubber with sprinklers, including ESFR sprinklers, shall comply with tire storage, roll paper storage, and baled cotton storage being the following: protected Mth upright and pendent spray sprinklers Mth re- ( l) The maximum fan diameter shall be 24 ft (7.3 m). quired densities greater than 0.34 gpm/ft2 (13.9 mm/min), (2) The HVLS fan shall be centered approximately between standard-response spray sp1inklers Mth a K-factor ofK-11.2 (161) four adj acent sprinklers. or larger that are listed for storage appli cations shall be used. (3) The vertical clearance from the HVLS fan to sprinkler 12.6.4* Unless the requirements of 12.6.5 are met, the re- deflector shall be a minimum of 3 ft (900 mm). (4) Al l HVLS fans shall be interlocked to shut down immedi-quirements of 12.6.2 and 12.6.3 shall not apply to modifica-tions to existing storage application systems, using sprinklers ately upon receiving a waterflow signal from the alarm with K-factors ofK-8.0 (115) or less. system in accordance with the requirements of NFPA 72. 12.2* Hose Connections. 12.6.5 Where applying the requirements of Figure 17.2. l.2.1 (b) and Figure 17.2.l.2.J (c) utilizing the design 12.2.1 Small hose connections [J ½ in. (38 mm)] shall be criteria of 0.6 gpm/ft2 per 2000 ft2 (24.4 mm/min per provided where required by the authority havingjurisdiction 186 m2) to existing storage applications, the requirements in accordance with 8.17.5 for first-ajd fire-fighting and_o .... ve,r_-,,,,......._,,,..o~f_,1~2_.,6.3 shalJ apply. haul operations. , The use of quick-response spray sprinkle1-s for storage 12.2.2 Small ho e connections shall not be required tions shall be permitted when listed for such use. protection of Class I, II, III, and IV commodities store (3.7 m) or less in height. CMSA and ESFR sprinklers shalJ be permitted to pro- 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, dt)' 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. orage 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 pe1·mit- ted to protect any of the folloM ng: (1) Light hazard occupancies (2) Ordinary hazard occupancies (3) Any storage arrangement in Chapter 13 referencing OHl, OH2, EHl, and EH2 design criteria 12.6.7.2 Quick-re ponse CMSA sprinkl ers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shalJ be permitted to protect any of the following: (l) Light hazard occupancies (2) Ordinary hazard occupancies (3) Any storage arrangement in Chapter 13 referencing OHI, OI-12, EHI, 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 (2) Any storage arrangement in Chapter 13 referencing OHl, OI-12, EHI, and EI-12 design criteria 12.6.8 The design figures indicate water demands for ordinat)'- temperature-rated and nominal high-temperature-rat d sprin- klers at the ceiling. 2016 Edition HIGH-PILED COMBUSTIBLE STORAGE SECTION 3208 2. Racks used for the storage of combustible paper RACK STORAGE records, with solid shelving, shall be in accor- 3208.1 General. Rack storage shall be in accordance with dance with NFPA 13. Section 3206 and this section. Bin boxes exceeding 5 feet 3208.2.2.1 Fire protection. Fire protection for racks (1524 mm) in any dimension shall be regulated as rack stor-with solid shelving shall be in accordance with NFPA age. 13. 3208.2 Fire protection. Where automatic sprinklers are 3208.3 Flue spaces. Rack storage areas protected with an required by Table 3206.2, an approved automatic sprinkler automatic sprinkler system shall be provided with flue spaces system shall be installed throughout the building or to I-hour in accordance with Table 3208.3. Required flue spaces shall fire barriers constructed in accordance with Section 707 of be maintained. the California Building Code. Openings in such fire barriers 1 Flue space protection. Flue spaces required by shall be protected by opening protectives having a 1-hour fi r-,r·~~-~-•~r-~ 8.3 above the first tier of storage in single-, dou- protection rati ng. The design and installation of the automa ultiple-row rack storage installations shall, where sprinkler system and other applicable fire protection shall by the fire code official, be equipped with in accordance with Section 903.3.1.1 and the Califor protection devices. Such devices shall not be Building Code. or modified. 3208.2.1 Plastic shelves. Storage on plastic shelves sha 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: I. 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. 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.l Fire protection. Buildings with extra-high-rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra-high-rack combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fire protection features and fire department access, where required by the fire code offi. cial. TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE AUTOMATIC SPRINKLER PROTECTION RACK FLUE DESIGN Sprinklers at the celling with or In-rack sprinklers CONFIGURATION without minimum in-rack sprinklers at every tier Storage height::; 25 feet Storage height > 25 feet Any height Sizeb 3 inches 3 inches Not required Single-row rack Transverse flue space Vertically aligned Not required Yes Not required Longitudinal flue space Not required ot required Not required Sizeh 6 inches' 3 inches Not required Double-row rack Transverse flue space Vertically aligned Not required Yes Not required (Option I) Longitudinal flue space Not required 6 inches Not required Sizeb 3 inches 6 inches Not required Double-row rack Transverse flue space Vertically aligned Not required Yes ot required (Option 2) Longitudinal flue space 6 inches Not required Not required Sizeb 6 inches 6 inches Not required Multiple-row rack Transverse flue space Vertically aligned Not required Yes Not required Longitudinal flue space Not required Not required Not required For SI: I inch = 25.4 mm, I foot = 304.8 mm . a. Three-inch transverse flue spaces shall be provided not less than every lO feet where ESFR sprinkler protection is provided. b. Random variations are allowed, provided that the configuration does not obstruct water penetration. 2019 CALIFORNIA FIRE CODE 453 100804710 11~111,Hrd111a,~■ij,1 ,1 *" 11m lRI • Cupyr!ght ~ 201~ ICC ALL RJ(iliT~ RESCRVEO. AccnseJ by Ellie Klau.t,;bruduu,.-r /l-k1e~klduibm:;kner com),( ) Order Numtx-r •100110◄710011 DL-c J(;, 201'!1 O.\:W PM (Pnl pumunt to Ucenk A~rrtincn1 with ICC No fur1hcr reproducli1m, no furthl'r rl·prnductlons by any third part)'· or d!sulb11Uon ;mthurlwd. Single user only. copyln!l. and nnworklng prohihltt'd. ANY UNAUTHORIZED REPRODUCTION OR l)ISTR!BlITION 1$ A VIOLATION OF THE FEOERAI. co1,y:;z,1c.HT ACT ANDT!IE LICENSE AGREEMENT. ANIJ SURJEGrTO CIVIL AND CRIMINAL PF.NALTIE~ TIIEHF.UNDl;ll Cop~•ngtt: 20i5 National Fire Protection As~cc1atio11 {NFPA}. Ucens:ed, b~· agr0omor.1, for ind1v!t1ual u:se und download on Novomt-er 14. 2015 to KLAUSBRUCKNER AND f..SSOCl,'\TES for de5;gnated user EL LEY Kl.AUS BRUCKNER. No other reproduciion or transrn:ssion 1r: any form perrnIt1ed without written perm!SsIon oi NFPA For inquires or to report unauthorized use. contact !icens1ng@r:fpa mg. PROTECTION OF RACK STORAGE OF PLASTIC AND RUBBER COMMODITIES 13-201 ( J) Extend the protection prescribed by J 7.1.2.9 hori zontally one pallet load in all directions beyond the commodity storage area requiring the higher level of protecti on. (2) Install a vertical barrier to segregate the commodities re- quiring the higher level of protecti on from any adj acent commoditie . 17.1.2.9.2 Commodities that can be protected by the ceiling- level sprinkler system shall be permitted to be stored vertically above and horizontally adjacent to the portions of the storage rack equipped as prescribed by 17.I.2.9. 17.1.2.9.3 Horizontal Barriers. Horizontal barriers shall be installed at every tier level of the dedi cated storage rack wher the rack is equipped with solid shelves. 17.1.2.9.3.1 Where the dedicated storage rack is open°frame, horizontal barriers shall be install ed a t ve rtical increments not exceeding ]2 ft (3.6 m). 17.1.2.9.3.2 The barriers shall span horizontally so that all flue spaces within the rack bay are covered. 17.1.2.9.3.3 A maximum 3 in. (75 mm) wide gap shall be permitted at rack uprights. 17.1.2.9.3.4 The solid barrier hall be install ed on a horizon- tal plane within a rack, beneath whi ch in-rack sprinklers shall be installed, as follows: (A) The barrier shall be constructed of minimum 22 gauge (0. 7 mm) sheet metal or of minimum % in. (JO mm) plywood. (B) The barrier shall extend to both ends and both aisle faces of the racks covering up both the longitudinal and transverse flue spaces of the rack bays in which they are installed. (C) T he barrier shall b fitted to within 3 in. (75 mm) of any vertical rack member or other equipment that would create an opening, such as ve rtical in-rack sprinkle r pipe drops. 17.1.2.9.4 In-Rack Sprinklers. Minimum K-8.0 (K-ll5) quick- response prinklers (ceiling-level or in-rack) shall b install ed beneath each horizontal barrier. The deflector of the sprin- kler shall be located as close to the underside of the horizontal barrier as possible. 17.1.2.9.4.1 Single-Row Racks. (A) For single-row racks, spr·inklers shall be installed at each rack up,·ight and at each rack mid-bay as shown in Figure 17.1.2.9.4.1 (A). (B) The maximum linear spacing between sprinklers shall not exceed 5 ft (1.5 m ). 17.1.2.9.4.2 Double-Row Racks. (A) For double-row racks, sprinklers shall be install ed at ea rack upright within the longitudinal flu e space and at the fa of the rack and at the mid-bay face of each rack bay as shown Figure 17.l.2.9.4.2(A). (B) The maximum linear spacing between sprinklers sha not exceed 5 ft (1.5 m) at the rack face and 10 ft (3.0 m ) within the longitudinal flue space. 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 flu e spaces, as shown in Figure l 7.l.2.9.4.3 (A), with sprinklers at the face of each fl ue space. Horizontal barrier Plan View 3 in. (75 mm) max gap at rack upright ____ /_ ___ _ , , , , 'T D D □ □12ft (37m) max I II II II I_ X X X X X □DD □12ft(37m) J#ffllo/J1M&Jl&J11//41/JJ' - Elevation View FIGURE 17.1.2.9.4.l(A) Alternative Protection Single-Row Racks. (B) The maximum linear spacing between sprinklers at the face and each alternating bay shall not exceed 5 ft (1.5 m) and shall not exceed 10 ft (3.0 m) between sprinkler at very other bay. 17.1.2.9.5 The design of an in-rack sprinkler system shall be based on a minimum flow of 60 gpm (230 L/min) from the most remote six sprinkler for single-row racks or the most remote eight sprinkl rs for both double-row and multiple-row racks. 17.1.2.9.6 The in-rack sprinkler demand shall not be re- quired to be hydraulically balanced with the ceiling-level s rinkler system. eiling Sprinkler System. The ceiling-level sp rin- hall be designed based on the highest commodity protected by the criteri a prescribed by 17.1.2.9. able Racks. Rack storage in movable racks shall be the same manner as multiple-row racks. 2016 Edition Copyngt1t 2015 Na!lona1 Fire P1otection Association (!\IFPA}. Licensed, by agreoment. for lnC;vl-rh;al use and downloud Qn No•.:emt."'.:'r 14, 2015 to KLAUSBRUCKNER AND ASSOCl,\TES 1or designated user E.LLEY Kl.AUS BRUCKNER. No other reproduction or transmission in any farm nerrn1tted without \vriiten perm1ss1011 of NFPA For inquires or to repcit unauthonzed use_ contact !icensing(~r.fpa org 13-202 INSTALLATIO OF SPRINKLER SYSTEMS Horizontal barrier Plan View / 3 in. (75 mm) max gap at rack upright ®--0--® 0 ®T □DD □12ft(37m) max I I I I I I I I_ ® 0 ® 0 ® □ □ □ O,,,q,,m) Wl#ff✓✓JL/#ffJl#ffN#lL/21//41/LJ _ Elevation View FIGURE 17.l.2.9.4.2(A) Alternative Protection Double-Row Racks. (1) In-rack sprinklers (2) Sidewall sprinklers at the 15 ft ( 4.6 m) elevation, poinLed toward one side of the steel column (3) Provision of ceiling sprinkler density for a minimum of 2000 ft2 (] 86 m2) with ordinary temperature-or high temperature-rated sprinklers as shown in Table l 7.1.4.1 for storage heights above 15 ft ( 4.6 m) up to and includ- •ilf· ·•,ifi~;§,.~~r~~-~~~~ '-J§!"_.,.,.1, .· ~R"ff'""ifl'.4'\""" "'-'W,h1:~'""'"® •. · • ·'J:' • o1efti._,.,.on'Q1.,;~ivi. .~11" "'-f;I)%~!~~, .,,, ,~e . .,, "'J&t~M 17.1.4.2 Where storage heights are in excess ofl5 ft (4.6 m) and vertical rack members support the building structure, the vertical rack members shall be protected in accordance v.1th 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 omitLed from the sprinkle r system hydraulic calcula- tions. 17 .1.5 Solid Shelving. Plan View /3 in. (75 mm) max gap at rack upright ®--0--® 0 ®T D D D □12ft (37m) Elevation View FIGURE l 7.l.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 4 ft (1.2 m) 8 ft (2.4 m) Commodity 17.1.5.1 Where solid shelving in single-, double-, and multiple-Cl row racks exceeds 20 ft2 (J .9 m2) but does not exceed 64 ft2 (5.9 m2) in area, sprinklers shall not be required below every shelf, but shall be installed at the ceil ing and below shelves al intermediate levels not more than 6ft (1.8 m) apart ve rtically. (See Section C. 11.) assification gpm/ft2 (L/min)/m2 gpm/ft2 (L/min)/m2 Group A 0.68 27.7 0.57 23.2 plastics 2016 Edition Copyr,gh! 2015 Naiional Fire Pwlection Association (NFPA). Uccnsod, by agreement. for ,nc,vidual use and downlood on Novemb0r 14, 2015 !o KLAUSBRUCKNER AND ASSOCIATES fordes,gnaled user EL LEY Kl.AUSBRUCKNf.R. No other reproduction or transrn:Ss.ton fn any form ne;m1tted without written penmss1on ct NF-'PJ.\ Fer inquires or to repcrt unauthorized use. contact !icensing@r.fpa nrg 13-54 8.5.4.1.3 For ceilings that have insulation installed directly against unde rside 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. l .3. l 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 fl at and parallel to the ceiling or roof structure, the deflector distance shall be mea- sured to the unde rside of the insulation. 8.5.4.1.3.2 For insulation that is installed in a manner that cause it to defl ect or sag down from the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflectfon fro m the insulation high point to the insulati on low point. (A) If the deflection or sag in the insulation exceeds 6 in. (150 mm), the defl ector distance shall be measured to the high point of the insulation. (B) The defl ector shall not be positioned above the low point of the insulation. 8.5.4.1.4* Heat coll ectors shaJI 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 obstructio ns to discharge as defin ed in 8.5.5.2 and 8.5.5.3, or additional sprinkle rs 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 prinkler deflector that prevent the pattern from fully developing shall comply with 8.5.5.2. of the ob truction 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 Sp1;nklers installed under obstructions shall be of the same type (spray, CMSA, ESFR, reside ntial) as installed at the ceiling except as permitted by 8.5.5.3.3. l. 8.5.5.3.3.1 Spray sprinklers hall be permitted to be utilized unde r overhead doors. 8.5.5.3.4* Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or othen"ise hi elded from the discharge of overhead sprinklers. 8.5.5.4 Closets. In all closets and compartmen ts, including those closets housing mechanical equipment, that are not larger than 400 ft3 (11.3 m3 ) in size, a si ngle 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 sp1ink.ler deOectors shall be permitted wh ere 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. 8.5.5.2.2 Sprinklers shall be positioned in acco1-dance with 8.5.7 Skylights. the minimum distances and special requirements of Sec- tion 8.6 through Section 8.12 so that they are located suffi-8.5.7.1 Sprinklers shall be permitted to be omitted from sky- ciently away from obstructions such as truss webs and chords, lights not exceeding 32 ft2 (3.0 m2) in area, regardless of haz- pi pes, columns, and fixtures. ard cla ificatio n, that are separated by at least l O ft (3.0 m) horizontally from any other unprotected skylight or unpro- 8.5.5.3* Obstructions that Prevent Sprinkler Discharge from tected ceiling pocket. Reaching Hazard. Continuous o r noncontinuous obstru~c_t,io,,n_s",,_,,_ _ ___., .. ,_..,,_.--..,_., that interrupt the water discharge in a horizontal pla 'hen a sprinkler is installed directly beneath a sky- than 18 in. (450 mm) below the sprinkler deflector in ceeding 32 ft2 (3.0 m2), the distance to the ceiling ner to limit the distribution from reaching the protec asured to the plane of the ceiling as if tl1e skylight ard shall comply with 8.5.5.3. sent. 8.5.5.3.1.1 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 Vl'here sprinklers are located adjacent to the ob- struction, they shall be of the inte rmediate level rack type. 8.5.5.3.1.3 The deflector of automatic sprinklers installed un- der fixed o bstructions shall be positioned no more than 12 in. (300 mm) below the bottom of the obsU'1.lction. 8.5.5.3.1.4 Sprinklers shall not be required under noncom- bustible obstructions over 4 ft (1.2 m) wide wh ere the bottom 2016 Edition '-'\o._,,.,__,,...__.&.ylights 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 Spri.nklers). 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. c-:.,p~•nghi 20~5 National Fire Prolection Association (NFPA). Lrcensod, by agree-rnent. for ind;vid1..:al use and download 0!1 November 14, 2015 lo KLAUSBRUCKNER AND ASSOCIATES for das,gnated user ELLEY Kt...;USBRUCKNF.R. No other reproduction or transmission In any fonn perm1t1ed w1thm1t written perm1ss1on of NFP,,\ For inquires or to repcrt unat.ilhonzed use. contact iicens1ng@nfpa nrg 13-146 INSTALLATION OF SPRINKLER SYSTEMS Chapter 12 General Requirements for Storage 12.1 General. The requirements of Section 12.1 shall apply to all storage arrangements and commodities other than miscel- laneous stornge (see Chapter 13) and as modified by specifi c section in Chapter 14 through Chapter 20. 12.1. l 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 unle s 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 sy breaks or from control mode sprinklers or between ha shall be permitted. (See 8.4.6.4.) 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 hall 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 ceili ng or roof structure and i 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- LUre, the maximum roof height shall be measured as half of tl1e distance of the deflection from the insulation high point to the insulation low point. If the deflection or ag in the insu- lation exceeds 6 in. (150 mm), the maximum roof height shall be measured LO the high point of the insulation. 12.1.3.1.4* Where tl1e 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 witl1 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 area hall be the same as the sprinkler protection for the high ceiling area. 12.1.3.2 ESFRsprinklers shall be used only in buildings equal to, or less than, the height of the building for which th ey have been listed. 12.1.3.3 The sprinkler system design shall be based on tl1e 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 torage 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.l through 12.1.3.4.1.3. 12.1.3.4.1.1 For corrugated metal deck roofs up to 3 in. (7 1 in depth, the clearance to ceiling shall be measured top of storage to the bottom of the deck. .2 For corrugated metal deck roofs deeper than mm), the clearance to ceiling shall be measured to ..,,._..,___-.,..---st point on the deck. 12.1.3.4.1.3 For ceilings that have insulation attached di- rectl y 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.l.3.4.1.3(A) or 12.l.3.4.l.3(B). (A) For insulation that is attached directly to the ceiling or roof structure and is install ed flat and parallel to the ceiling or roof structure, t.he clearance to ceiling shall be measured from the top of storage to the underside of the insularjon. (B) For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to a point half of the distance of the deflection from the insu- lation high poin t 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 tl1e 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 tl1rough 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 of20 ft (6.1 m). 12.1.3.4.4 Whe1·e the clearance to ceiling exceeds 20 ft (6.1 m) for Section ] 6.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m) o r providing one level of supplemental, quick- response in-rack sprinklers located directly below the top tier of storage and at every flu e 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) 01· providing one level of supplemen- tal, quick-response in-rack pdnklers 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 m) for Sec- tion 17.3, protection shall be based upon providing one level Copyright 20~ 5 N<:1tionui Firo Protection Assodat:on (NFPA). ucen:;ed, by i:lgrnemenL for !nd;'l'ldual u::;e onct downroad on No'Jernb0r 14, 2015 !o KLAUSBriUCKNER AND /',SSOCf,\ TES for des1gnatea uter ELLEY Kl.AUSBRUCKNE R. No other reproduction or trnn~m:SS.!On in .any form permitted without written perm!SS!Or! o1 NFPA For lnquires or to rnport unal1lhori1.0d use. con!i3Ct iicens1ng@r"fpa.org J 1STALLATION REQUIREMENTS 13-51 I I igh-temperature zone 7 ft0 in. (2.1 mr--'-)-~-.., Unit heater I I Airtlow •"{ I j__ 1e I o \ I £i \ 1.5 0 _,:; .;, E ,1~ 30 ~1 e1 B B= 0.5774 x A C= 1.1547 x A l "".s It-5 ft 9o/16in. C o I.SE (1.76 m) .t::10 01.t::~ Intermediate-temperature zone N ~1~ --:ft 71/;in~ - ,-~E (2.64 m) I~~ ~ \ ill)-B ' ------1-...L----------------·/ 11 ft 611/,ein. (3.52 m) FIGURE 8.3.2.5 High-Temperature and Intermediate- Temperature Zones at Unit Heaters. 8.4.1 Standard Upright and Pendent Spray Sprinklers. 8.4.1.1 pright and pendent spray sprinklers shall be permit- ted in all occupancy hazard classifications and building con- struction types unless the requirements of 8.15.l .6 apply. 8.4.1.2 Quick-response sprinklers shall not be permitted use in extra hazard occupancies under the density/area sign method. 8.4.2 Sidewall Spray Sprinklers. Sidewall sprinklers shall only be installed as follows: (1) Light hazard occupancies with smooth, horizontal 01· sloped, flat ceilings (2) Ordinary hazard occupancies with smooth, flat ceilings where specifically listed for such use (3) To protect areas below overhead doors 8.4.3 Extended Coverage Sprinklers. Extended coverage sprinkl ers shall only be installed as follows: (1) In unobstructed construction consisting of flat, smooth ceilings with a slope not exceeding a pitch of J in 6 (a rise of2 units in a run of 12 units, a roof slope ofl6.7 percent) (2) In unobstructed or noncombustible obstructed construc- tion, where specifically listed for such use (3) Within trusses or bar joists having web members not greater than l in. (25 mm) maximum dimension or where trusses a.re spaced great.er than 7½ ft (2.3 m) on center and where the ceiling slope does not exceed a pitch of] in 6 (a rise of2 units in a run of12 units, a roof slope ofl 6. 7 percent) (4) Extended coverage upright and pendent sprinklers in- stalled under smooth, !lat ceilings that have slopes not exceeding-a pitch of l in 3 (a rise of 4 units in a run of 12 units, a roof slope of 33.3 p rcent), where specifically listed for such use (5) Extended coverage sidewall prinkler· in tailed in accor- dance with 8.9.4.2.2 in slopes exceeding a ceiling pitch of 2 in 12 (6) In each bay of obstructed construction consisting of solid structural members that extend below the deflector of the sprinkler (7) 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 pecial hazards or exposures or in other special locations. 8.4.4.2 Open sprinklers shall be in tailed in accordan e 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- stall-ed 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- tion systems. 8.4.5.3 Where residential sprinklers are installed in a com- partmentas defined in 3.3.6, all sprinklers within the compart- ment shall be residential sprinklers. 8.4.6 Early Suppression Fast-Response (ESFR) Sprinklers. 8.4.6.1 ESFR sprinklers shall be used only in wet pipe systems unless specifically listed for use in dry systems. ers shall be installed only in buildings slope above the sprinklers does not ex- (a rise of 2 units in a run of 12 units, a ent). · 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 strucmral members. 8.4.6.3.2 Minimum sprinkler spacing and area of coverage shall comply with the requi1·ements of 8.12.2 and 8.12.3. 8.4.6.4 Draft Curtains. 8.4.6.4.1 Where ESFRsprinkler systems are installed adjacent to sprinkler systems with standard-response sprinklers, a draft curtain of noncombustible construction and at least 2 ft (600 mm) in depth shall be required to separate the two areas. 8.4.6.4.2 A clear aisle of at least 4 ft (l.2 m) centered below the draft curtain shall be maintained for separation. 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. 2016 Edition Copyngh! 2015 Nationai Fire Proiection Association (NFPA}. Llcensocl, by .:1greernenl, for ind;'t:dual use und download cm November 14, 2015 lo KLAUSBRUCKNER AND ASSOCtATES for designated uf.cr E.LLEY Kl.AUS BRUCKNER. No other reprnduc:ion or trans.m:ss1on in any form perrn1tfed w1thnut written perm1ssmn of NFPA For inquires or to repcrt unalilhorized use. con!act iicensing@r.fpa nrg 13-86 I STALLATION OF SPRlNKLER SYSTEMS ~ Not less than 36 in. I Ceiling Obstruction I 12 in. I • (300 mm)• maximum 6 in. (150mm) maximum I• (36~ ~~) ~ I maximum Not less than 36 in. (900 mm) FlGURE 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 tJ1e maximum sprinkler spacing. 8.12.2.3 Minimum Protection Area of Coverage. The mini- mum allowable protection area of coverage for a sprinkler (A,) shal l 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 followi ng: (2) Unless the requirements of 8.12.3.l (3) or 8.J 2.3.1 (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 hall be permitted to eliminate obstructions created by structural elements (such as trusses, bar joists, and wind bracing) by moving a sprinkler along the branch line a maximum of l ft (300 mm) from its allowable spacing, provided cover- age for that sp1inkler does not exceed 110 ft2 (10.2 m2) where all of the fo!Jowing conditions are met: (a) The average actual floor area protected by the moved sprinkler and the adjacent sprinklers shall not exceed 100 ft2 (9.3 m2). (b) Adjacent branch lines shall maintain the same pat- tern. (c) 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, barjoi ts, and wind bracing) by moving a single branch line a maximum of 1 ft (300 mm) from its all owable 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 llO ft2 ( l 0.2 m2) per spiinkler where all of the fo llowing condi- tions are met: (a) 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 JOO ft2 (9.3 m2) per sprinkler. (b) In no case shall the distance between sprinkler ex- ceed 12 ft (3.7 m). (c) It shall not be pe1mitted to move a branch line where tJ1ere 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 sprinkler to walls shall not exceed one-half of the allowable distance permitted between prinklers as indicated in Table 8.12.2.2.1. ( 1) ~~5e:\ ~ned s:~;ac~~li~~i1::;l~tl:s~e~!1:a~~~~~~~t~o ~~ ~~ 8.12.3.3 Minimum Distance from Walls. Sprinklers shall be located a minimum of4 in. (JOO mm) from a wall. (9.1 m), the distance between sprinklers shall be limited to not more than 12 ft (3.7 m) between sprink).a...:s..AS.,,-,,..4!,>,:j~~4...JI.A.ID>"~m Distance Between Sprinklers. Sprinklers shown in Table 8.12.2.2.1. t less than 8 ft (2.4 m) on center. Protection Area Spacing ft2 m2 ft m 100 9.3 12 3.7 100 9.3 12 3.7 100 9.3 12 3.7 NIA NIA 2016 Edition Coµynghi 20~5 Nationui Ffre Pwt~,::11on Association (NFPA). Ucensod, by agreemer.t, for ina;v!dua1 u$8 anij d0','1n!cad on Noverntx:ir 14, 2015 !o KLAUSBRUCKNER AND f•SSOCIA. TES 'for designated user ELLEY KLAUSBRUCKNGR No ather reprod1:c:lon or transm!SStr:in 1n any fonn permitted without wriHen perrn:ssron o! NFPA For inQt.!lres or to report unaulhorized use. contact iicensing@nfpa org 13-214 INST ALLA TIO OF SPRINKLER SYSTEMS 17.2.2.6 In-Rack Sprinkler Requirements Where CMSA Sprin- klers Are Used at Ceiling. 17.2.2.6.1 In-rack sprinklers shall be installed at the first tier level at or above one-half of the storage height. 17.2.2.6.2 The minimum of 6 in. (150 mm) vertical clear pace 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. 17 .2.2.6.3* In-rack sprinklers shall be located at an intersec- tion of transverse and longitudinal flues. 17 .2.2.6.4 The maximum horizontal distance between in- rack sprinklers shall be 5 ft (1.5 m). 17.2.2.6.5 Where distance between transverse flues exceed the maximum allowable distances, sprinklers shall be installed at the intersection of the tr·ansverse and longitudinal flues, and additional sprinklers shall be installed between transverse flues to meet the maximum distance rules. 17.2.2.6.6 Where no transverse flues exist, in-rack sprinklers shall not exceed the maximum spacing rules. 17.2.2.6.7 In-Rack Sprinkler Water Demand. The water de- mand for sprinklers installed in racks shall be based on simul- taneous operation of the most hydraulically remote eight sp1inklers. 17.2.2.6.8 In-Rack Sprinkler Discharge Pressure. Sprinklers in racks shall discharge at not less than 15 psi ( 1.0 bar) for all classes of commodities. (See Section C. 19.) 17 .2.3* Early Suppression Fast-Response (ESFR) Sprinklers for Rack Storage of Group A Plastic Commodities Stored Up to and Including 25 ft (7 .6 m) in Height. 17 .2.3. l Protection of single-, double-, and multip storage of cartoned or exposed unexpanded Grou and cartoned expanded Group A plastic shall b dance with Table J 7.2.3. l. 17.2.3.1.2 ESFR sprinklers shall not be permitted to protect storage on solid shelf racks unless the solid shelf racks are protected with in-rack sprinklers in accordance with J 7.J .5. 17.2.3.1.2.l Where olid shelves are used, in-rack sp1·inklers shall be installed in eve1l' level below the highest solid shelf. 17.2.3.2 ESFR sprinkler systems shall be designed such that the minimum operating pressure is not less than that indi- cated in Table 17.2.3.l for type of storage, commodity, storage height, and building height involved. 17.2.3.3 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. 17 .2.3.4 In-Rack Sprinkler Requirements Where ESFR Sprin- klers Are Used at Ceiling. 17.2.3.4.1 Where required by Table 17.2.3.l, in-rack sprin- klers shall be installed at the first tier level at or above one-half of the storage height. 2016 Edition 17.2.3.4.2 In-rack sp1inklers shall be K-8.0 (J15) or K-11.2 (160) quick-response, ordinary-temperature sprinklers. 17.2.3.4.3 T he 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. 17.2.3.4.4 The maximum horizontal distance b tween in- 1·ack spri nklers shall be 5 ft (1.5 m). 17.2.3.4.5* In-rack sprinklers shall be located at an intersec- tion of transverse and longitudinal flues while not exceeding the maximum spacing rules. 17.2.3.4.6 vVh ere 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. 17.2.3.4. 7 Where no transverse flue exist, in-rack sprinklers shall not exceed the maximum spacing rules. 17.2.3.4.8 The water demand for sprinkle,·s installed in racks shall be based on simultaneous operation of the most hydrau- lically remote eight sprinklers. 17 .2.3.4.9 Each of the in-rack sprinklers described in l 7.2.3.4.8 shaJI discharge ata minimum of60 gpm (227 L/min). 17 .2.3.5* Protection of Exposed Expanded Group A Plastics. 17.2.3.5.1 Protection of single-, double-, and multiple-row rack storage of exposed expanded Group A pla tics shall be permitted to be in accordance with 17.2.3.5.2 through 17.2.3.5.8. 17.2.3.5.2 The maximum storage height shall be 25 ft (9.1 m). ceiling height shall be 40 ft all be intermediate temperature- ·inklers with a nominal K-factor of 17.2.3.5.5 The design area shall consist of the most hydrauli- cally demanding area of I 2 sp1inklers. Subsection 17.2.3.5.6 was revised by a tentative interim amendment (TIA). See page 1. 17.2.3.5.6 The minimum operating pressure shall be either 30 psi (2.0 bar) or 60 psi (4.l bar) based upon the applicable storage and ceiling height for the installation as follows: (1) 30 psi (2.0 bar) for storage heights up to 25 ft (7.6 m) with a maximum ceiling height of 30 ft (9.1 m) (2) 60 psi ( 4.1 bar) for storage heights up to 25 ft (7.6 m) with a maximum ceilin g height of 40 ft (12.2 m) 17.2.3.5.7 The minimum aisle width shall be 8 ft (2.4 m). 17 .2.3.5.8 The rack shall have a solid vertical barrier of% in. (9.5 mm) plywood or particleboard, 22 gauge sheet metal, or equivalent, from face of rack to face of rack, spaced at a maxi- mum of 16.5 ft (5.0 m) intervals. 17.2.3.5.8.l The vertical barrier shall extend from a maxi- mum of4 in. (102 mm) above the floor to the maximum stor- age height. 17.2.3.5.8.2 T he plan area of stora3e between vertical barri- ers and aisles shall not exceed 124 ft (11.52 m2). ATTACHMENT #8 OFFICES -OUTSIDE THE SCOPE Copyngt1t 20~5 Nc.Hifjnal Fire Protection AsscciaHon (NFPA). L1ccnsc<!, by i:!gree;-nor:t. for !nc,;vk1ual use and download c11 November 14. 2015 to KLAUSSRUCKNER AND ASSOCIATES ror designated u~er EL LEY Kl.AUSBRUCKNER. No ()!her reproduction or transm!ssion ,n any form perm1t1ed wtthcut 1Nri1ten perm,ss.ion of NFP1\ Fer inql;ires or tc repcrt unaLithorized use. contact !icer;:i;.1ng@r.fpa org DESIGN APPROACHES 13-1 43 1500 0.05 DerisftY {mm/min): 4/1 ; , 6.1 ;-· SA ,<<~ 10.2 ' ,. 0.10 ,, ' '- 0.15 1 I 0.20 0.25 Density (gpmlft2) FIGURE 1L2.3.l.l Den~ity/Area Curv~. ., .. 0.30 Table 11.2.3.1.2 Hose Stream Allowance and Water Supply Duration Requirements for Hydraulically Calculated Systems ~ Duration Oi;cupancy (minutes). Light J! ~zard. 30 Ordinary 0,50,or 0, 190,or 250 950 60-90 hazard 100 380 Extra hazard 0, 50, or 0, 190,or 500 1900 90-120 100 380 to the bottom of solid wood joists or solid limited· combustible construction or noncombustible construction so as to create enclosed joist spaces 160 ft3 ( 4.5 m3) or less in volume, including space below insulation that is laid di• rectly on top or within the ceiling joists in an od1erwise sprinklered concealed space. (5) Concealed spaces where rigid materials are used and the exposed srnfaces 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 £84, Standard Test Method for Surface Burning Characteristics of Building Materi,al.s, or ANSI/ UL 723, Standard for Test for Surface Burning Characteristics of Building Materials, extended for an additional 20 min- utes in the form in which they are installed in the space. (6) Concealed spaces in which the exposed materials are constructed entirely of fire-retardant-treated wood as de- fined by FPA 703. (7) Concealed spaces over isolated small rooms not exceed- ing 55 ft2 (5.1 m2) in area. (8) Vertical pipe chases under 10 ft2 (0.9 m2), provided that in multifloor buildings the chases are firestopped 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. 0.35 139. 0.40 ,, (9) Exterior columns under 10 ft2 (0.9 m2) in area formed by studs or wood joists, supporting exte1;or canopies that are fu lly protected with a sp1;nkler system. (IO)*Light or ordinary hazard occupancies where noncom- bustible or limited-combustible ceilings are attached to the bottom of composite wood joists either directly or on to metal channels not exceeding l in. (25 mm) in depth, provided the adjacent joist channels are fi restopped in to volumes not exceeding 160 ft3 ( 4.5 m3 ) using materials equivalent to ½ in. (13 mm) gypsum board, and at least 3 ½ 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 curve of Figure ll.2.3.1.l 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 cu1ves. 11.2.3.2.2 Sprinklers. 11.2.3.2.2.1 The de nsities and areas provided in Figure ll .2.3. l.l shal l be for use only with spray sprinklers. 11.2.3.2.2.2 Quick-response spdnklers shall not be permitted for use in extra hazard occupancies or other occupancies where there are substantial amounts of flammable liquids or combL1stible 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 ll.2.3.l.l m· the area protected by five sprinklers, which- ever is greater. 11.2.3.2.2.4 Extended coverage spdnklers shall be listed with and des.igned for the minimum flow corresponding to the density fo r the hazard as specified in Figu1·e 11.2.3.1.1. 2016 Edition ATTACHMENT #9 ALARM/MONITORING FIRE PROTECTION AND LIFE SAFETY SYSTEMS IFI 903.3.7 Fire department connections. Fire depart- ment connections for automatic sprinkler systems shall be installed in accordance with Section 912. IFI 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 in any sin- gle fire area. 903.3.8.2 Occupancy hazard classification. Only areas classified by F PA 13 as Light Hazard or Ordi- nary Hazard Group I shall be pem,itted 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 permit- ted 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 FP A 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. / Ff 903.3. 9 Floor control valves. Floor control valves and waterjlow detection assemblies shall be installed at each floor where any of the following occur: 328 1. Buildings where the floor level of the highest story is located more than 30 feet above the lowest /eve/ of fire department vehicle access 2. Buildings that are four or more stories in height 3. Buildings that are two or more stories below the highest level of fire department vehicle access Exception: Group R-3 and R-3. I occupancies floor control valves and waterjlow detection assemblies shall not be re uired WI 903.4.3 Floor control valves. Approved supervised indicating control valves shall be provided at the point of connection to the riser on each floor in high-rise buildings and Group 1-2 occupancies having occupied floors located more than 75 feet above the lowest level of fire department vehicle access. IF] 903.5 Testing and maintenance. Sprinkler systems shall be tested and maintained in accordance with the Cal(fornia Fire Code. 2019 CALIFORNIA BUILDING CODE 100&14710 11~111,um,11am■ij•1•1tij1111:t"1' Coryriic:ht t:i 201:. JCC ALL RlGIIT~ R£Sf.RVED. A,1.L-s.ml byEUk Klau~brm:knL-r (ck'l!'klamhruckner,com), I ) nrder Number •I00804710on Dec 16, 201903:09 PM (PST) pursuant to LlccnM.> Agrt.'tmcnt with ICC. Nu furthL-r rrproduct/011, no fortht.'r reproductions by ;uiythird rany. or distribution authorized Sinple u~r only, corylngand nctwork.lnG prnhlbltecl ANY UNAlffllORIZED REPRODUCTION OR DISTH.JIIUTION IS A VJOLATION OFTI-IE FEDf.RAl. COPYRIGHT !.CT t\NDTl!E LICENSE AGREEMENT, AND SllH/J;CJ'TO CJ\IILAND CRIMINAl.1~£NALTIE$'fHEREUNDER. ATTACHMENT #10 BUILDING ACCESS -DOORS & ROADS HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF (See Sections 3206, 3207 and 3208)• STORAGE AND PALLETIZED STORAGE SIZE OF HIGH-PILED (see Section 3207 .3) STORAGE AREA" COMMODITY (square feet) Automatic fire-Maximum CLASS extinguishing Fire detection Smoke and Maximum pile (see Sections 3206.2 and system heat removal permissible Maximum system dimension' storage pile volume 3206.31 (see Section (see Section (see Section (feet) height" (cubic feet) 3206.4) 3206.6) 3206.8) (feet) 0-500 Not Not Not Not Not ot Required" Required Req ired Required Required Required Required 501-2,500 Not Yes8 N t Not 120 40 100 000 Required' Req ired Required 2,501 -12,000 Yes Not N>t Not 120 40 400,000 Open to the public Required Reg ired Required 2,501 -12,000 Not N Not l-lV Not open to the public Yes Required Reg red' Required 120 40 400,000 (Option I) 2,501-12,000 Not Not open to the public Required' Yes y s Yesh.i 120 30' 200,000 (Option 2) 12,001 -500,000 Yes Not y Yesh.i 120 40 400,000 Required s Greater than Yes Not y Yesh.i 120 40 400,000 500,000 Required s 0-500 Not Not N Not 60 ot Not Required' Required Requ red' Required Required Required 501 -2,500 Yes Not N t Not 60 30 75,000 Open to the public Required Requ red' Required 501 -2,500 Not N t Not Not open to the public Yes Required Requ red' Required 60 30 75,000 (Option I) 50 1-2,500 Not Not open to the public Yes8 Yesh.i 60 20 50,000 (Option 2) Not Yesh.i 60 30 75 ,000 Required Yes Not Yesh.i 60 30 75,000 Required For SI: I foot = 304.8 mm, I cubic foot= 0.02832 m3, 1 square foot = 0.0929 m2. a Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. b. For aisles, see Section 3206.10 c. Piles shall be separated by aisles complying with Section 3206.10. d. For torage in excess of the height indicated, special tire protection shall be provided in accordance with Note fwhere required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. e For storage exceeding 30 feet in height, Option I shall be used. f. Special fire protection provisions including, but not limited to, fi re 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 where required by the fire code official. g. 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. h. Not required where storage areas with an exit access /ravel distance of 250 feel (76 200 mm) 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)112 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. 1. Not required in frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system. 450 2019 CALIFORNIA FIRE CODE 100804710 Q,pyri_ght C 2UlSI ICC. ALI. RIGHTS R~SF.!WED. /\c:c1:SS1.:d by Ell1l' Klau~hrru:kncr (ek@klaud>rucknru;:om), () Order Numher •JOO 04710on Dee 115, 20190~;09 PM (PST) pursuant IQ Llcenw A~rl't'ment with ICC. No Jurther reproduction, no forther reproducliuris by an)' third party. or disulbutlon authorin-d Single user only. copying and nl'lworking prohibited. ANY UNAlJTHORIZED REPROf>UCl'lON OR l>JSTR!IHJTJON JS A VIOLATION OF THE FEDl:.RA.l COPYRJGIIT ACT AND Tl-IE LICENSE AGREEMENT, AND SUf'JEGTTO ClVILANO CklMINAI. PENAi.TiES TI-IEREUNDER, - 3206.3 High-piled storage areas. For the application of Table 3206.2, the size of the high-piled storage areas shall be determined in accordance with Sections 3206.3.1 through 3206.3 .2 .. 1. 3206.3.l Size of high-piled storage area. The size of each high-piled storage area shall include the footprint of the actual high-piled storage racks, shelves or piles and the following aisl es: 1. Interior aisles within the footprint of the storage area. 2. An aisle around the perimeter of the footprint with a minimum width as required in Section 3206.1 0.1 or the dimension to a wall or full height wall, which- ever is less. 3206.3.2 Multiple high-piled storage areas. Where a building contains multiple high-piled storage areas, the aggregate of all high-piled storage areas shall be used for the application of Table 3206.2 unless the high-piled stor- age areas are separated in accordance with one of the fol- lowing: 1. High-piled storage areas separated by fire barriers with a minimum fire-resistance-rating of 1 hour con- structed in accordance with Section 707 of the Cali- fornia Building Code. 2. In buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, high-piled storage areas separated by 100 feet (30 480 mm) or more. The area providing the separation shall not contain high-piled combustible storage. 3206.3.2.1 Multiple class high-piled storage areas. High-piled storage areas classified as Class J through rv not separated from high-piled storage areas classi- fied 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. Multiple class high- piled storage areas meeting the separation requirements in Section 3206.3.2 shall be considered as separated. The fire safety features in Table 3206.2 shall be extended beyond the higher-hazard storage area in accordance with Secti on 3206.2.1. Exception: Multiple class high-piled storage areas do not need to be separated where in accordance with 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 on the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1 J Plastic pallets. Plastic pallets listed and labeled in accordance with FM 4996 or UL 2335 shall be treated as wood pallets for determining required sprinkler protection. 2019 CALIFORNIA FIRE CODE HIGH-PILED COMBUSTIBLE STORAGE 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. 451 100&)4710 OJpyrJght ib :,,01<;1 l<.;C Al.I, RIGHT.S HtSEHVED. ALteni.-J by EHie Klausbnu::kncr (ckl!''klaustirnckncr.corn). ( J Ordl·r Nuntbt.'1' •1oot104710vn Dec 16, 2-019 o;,:09 PM (PST) rursu;m1 to License Agm:ini:nt with JCC. Noforthcr reproduction, tll\ funht'r reprr,Juctions by any !hird r~rty, or distribution authorized, 5lngk user only.~opylntz and nctworkin~ prohibited ANY UNJ\UTIIORIZED REPRODU ::TION OR DISTRtl\lrrlON IS A VIOLATION OFTIIE FEOERAL COPYRJGMl ACT AND TIIE LICENSE AGREEMENT. ANDSUBJECfTO CIVIL AND CRlMJNAL l'f.NAI.TlES TIIEREUNDER. HIGH-PILED COMBUSTIBLE STORAGE 3206.8 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.9 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class l standpipe system shall be provided in accor- dance with Section 905. 3206.10 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 3206.10.1 through 3206.10.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed where approved. 3206.10.1 Width. Aisle width shall be in accordance with Sections 3206.10.1.1 and 3206.10.1.2. 452 Exceptions: 1. Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. 2. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.10.1..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. Aisles shall be not less than 96 inches (2438 mm) wide in areas open to the public where mechanical stocking methods are used. Exceptions: 1. Aisles in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are open to the public and designated to contain high-hazard commodities, and that are pro- tected by a sprinkler system designed for mul- tiple-row racks of high-hazard commodities, shall be not less than 44 inches ( 1118 mm) wide. 2. A isles that are in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, not open to the public and protected by a sprinkler system designed for multiple-row racks, shall be not less than 24 inches (610 mm) wide. 3206.10.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.10.2 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.J 0.3 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. 3206.11 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 Section 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 CaNfornia 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 Cal(fornia 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 Arrays. 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. 2019 CALIFORNIA FIRE CODE 10080◄710 INTERNATIONAL CODE COUNCIL Copyri~hl Cl 201Y ICC. Al.L RICiHn RESERVEO.ACCL'"ed hr EUlc Klauibru~kncr (<:-k@klausbruckncr.com). () Order Numlx.T 110Q1!04710on Dec 16, 2019 0~09 pf,.1 (PST) pursudnt \u Licen~ Agrt.,:-ttit:n1 whh ICG Nra further reprod11ction. no further rcpro.luctlon~ br ;.my third pany. or dl~1ributlon 11.uthorl1.cd. Slns!e user nn1y, copying and n~orking prohibllcd. ANY UNAUTHORIZED RfPRODIJCTION OR DISTR!HlJTION IS A VIOI.ATION rn:1·1-11: FEDERALCOPYRJGIIT AGf ANDTl!E LICENSE AGREEMENT, AND SlJHJF.CrTO CJVIL AND CRIMINAi, l'F.NALTlliS THEREUNDER. Part Ill-Building and Equipment Design Features CHAPTERS FIRE SERVICE FEATURES User note: About this chapter: Chapter 5 provides requirements that apply to all buildings and occupancies and pertain to access roads, access to building openings and roofs, premises identification, key boxes, fire protection water supplies, fire command centers, fire department access to equipment and emergency responder radio coverage in buildings. Although many safety features are part of the building design, features such as proper fire department access roads and radio coverage are necessary in case of emergency and are important tools for emergency responders for public safety and their own safety. SECTION 501 GENERAL 501.1 Scope. Fire service features for buildings, structures and premises shall comply with this chapter. 501.2 Permits. A permit shall be required as set forth in Sec- tions 105.6 and 105.7. 501.3 Construction documents. Construction documents for proposed fire apparatus access, location of fire lanes, security gates across fire apparatus access roads and construction doc- uments and hydraulic calculations for fire hydrant systems shall be submitted to the fire department for review and approval prior to construction. 501.4 Timing of installation. Where fire apparatus access roads or a water supply for fire protection are required to be installed, such protection shall be installed and made service- able prior to and during the time of construction except where approved alternative methods of protection are provided. Temporary street signs shall be installed at each street inter- section where construction of new roadways allows passage by vehicles in accordance with Section 505.2. SECTION 502 DEFINITIONS 502.1 Definitions. The following terms are defined in Chap- ter 2: AGENCY. FIRE APPARATUS ACCESS ROAD. FIRE COMMAND CENTER. FIRE DEPARTMENT MASTER KEY. FIRE LANE. KEY BOX. TRAFFIC CALMING DEVICES. 2019 CALIFORNIA FIRE CODE 107 1008.04710 INTERNATIONAL CODE COUNClt Coryrlijht c ~OHf ICC AU RIGHTS RE.SERVED. Acc<-s~ed by Ellie Klausbruckne1 (tk{.e>k.la1isbrnckner.oom). fl Order Number •100~M710on IJoc lt"i. 2019 o:>:1)1} PM (l'ST) pursuant io Llct'nw Agra.-mcnl \\ith ICC. No furllu:r rcprndoctlon. no furth1.·r n:r11.idu.::tlum by any third party. or dii;tribullon au1horiu."d Slngli: u~·r only. Qipylns and nc1working prohlb\1,·d. l',NY UNAlJTI IORG~ED REPRllDUGflON OR DJSTRIBUTIO l!-A VIOL\TJON OFTl·lli FE-Dt::MLCOl'YRlGHT A AND THE LICENSE ACREE.ME.NT. AN!) ~UKJECT ·ro CIVIL AND CRlMINAL Pf.NAl.'flf:STHF.REUNDER. FIRE SERVICE FEATURES /California Code of Regulations, Title 19, Division 1, §3.05(a)j Fire Department Access and Egress. (Roads) (a) Roads. Required access roads from eve,y building to a public street shall be all-weather hard-surfaced (suitable for use by fire apparatus) right-(?{-way not less than 20 feet in width. Such right-of-way shall be unobstructed and maintained only as access to the public street. 108 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 we if are. 503.5.2 Fences and Gates. School grounds may be fenced and gates 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 feet (15 240 mm) from school build- ings. Every public and private school shall conform with Sec- tion 32020 of the Education Code which states: The governing board of every public school dis- trict, and the governing authority of every private 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, through cooperation with the local law enforcement and fire-protection agencies having jurisdiction of the area, make 2019 CALIFORNIA FIRE CODE 100!S047JO INTERNATI ONAL CODE COUNCll Copyright C 201!< ICC ;,.L,LR!GIITS RESERVED. Am.,s~l,J b) Ellie Klausbrudull'f (eki!'klausbruckm:r.cmn). I ) Ordcr Nurnher -•OOl!D-1710un Doc 16, ZOl'J0~:09 PM (PST) pursuant to UcenkAfi:rc.'i'nwnt wilh ICC. No further r..-productton. no further rcprodu~llons by any 1hird pm}', or di~lrihmlon authoriud. Sin~le user only. copying and network.Ing prohfbltcd. ANY UNAITTHORIZED REPROIJUCJ'ION OR DlSTRIRlrrJON r:: A VIOLATION ◊1=-n-rn FEDElv\LCOl'YRIGI-JT ACT ANDTIIE LlCf.NSE AGREEMENT, AND SUBJECT TO CIVIL AND CRJMJNAL P~N;..LTIESTHEREUNDER. ---------------- SERVICE CENTER 2S,<O' I I I __ fj -------- ~ 0 STORAGE RACK LAYOUT n SCALE: 3/32" = 1'-0" ~ r I I STORAGE RACK ELEVATION -1YPE A SCALE. 3116" • l'-0" .~'F==="1=~~ ~t-----ta--.f.Nf~ STORAGE RACK ELEVATION -1YPE B ACCESS DOORS SCALE. l/Uf' • 1'-0" CONFIDENTIAL 1=-r11t.MUIDC.CAllm'O JIHONE 1$tt1en.u,o FAJC 111-1--•no INSTAt.U,Tl()HREqJEST ev SIGN!~ eaow. ™E CUSTOMER REOUESTSINST..,U..,.TIOHCS: 1,1.r,"fERIALPRIORTOOBUINNG"'U-PERMITSF!EWREOBYTJELOCAL .lJRSDCTICHNDTHEREFOl'le.. ACCEPTSAUAESf'0N!ll:8IUTV PER'l'AINM'.lTOSTAUCTIAAL,FIAE. //WfAODITIONAl._l'f:ESTI-EAEOF AH) INSPl!:CTIQNAfOU~MEIIT'S.AtN CHAl'aSM.-.oE.fJ"TERINST.t,U.ATION PER,t.PPAOVEOlA'•'Ol.ma.EVATIQNS WU.BE..,_T""'ADCfllONillL.CkliAGE. -m □~.UIKfflEO --(I•--.. ..- ..._..,~tic-<IMI..IM"to1£DUCOOfl •t:l.NtNII AIIO«DQCPIOI ntrM' 1 ..... ~-.1.1·~1)'(,t """""°""-l.l~NnfllT.uio.:flfCCllttllfl'f' -•QISCloCI\Jl~NC ill.I~ ....... ,,,,.,,,_:;":.~"':-~V.,_(IIIC"I~ ~lg~~; a--• _ ~T 1.,........,. .. ~ ATTACHMENT #11 SMOKE AND HEAT REMOVAL 1008()4710 HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF (See Sections 3206, 3207 and 3208)" STORAGE AND PALLETIZED STORAGE SIZE OF HIGH-PILED (see Section 3207.3) STORAGE AREA• COMMODITY (square feet) Automatic fire-Fire Maximum CLASS extinguishing Fire detection department Maximum pile permissible Maximum (see Sections 3206.2 and system 3206.3) system access doors dimension' storage pile volume (see Section (see Section (see Section (feet) height" (cubic feet) 3206.4) 3206.6} 3206.7) (feet) 0-500 Not Not Not Not Not Not Required• Required Required Required Required Required 501-2.500 Not Yess Not 120 40 100,000 Required• Required 2,501-12,000 Yes Not Not 120 40 400.000 Open to the public Required Required 2,501 -12,000 Not Not N t 1-IV Not open to the public Yes Required Required' Req ired 120 40 400,000 (Option 1) 2,501-12,000 Not Not open to the public Yes Yes Ye h. i 120 30' 200,000 (Option 2) Required• 12,001-500,000 Yes Not Yes Ye h, i 120 40 400,000 Required Greater than Yes Not Yes Ye Id 120 40 400,000 500,000 Required 0-500 Not Not Not N t 60 Not Not Required• Required Required• Req ired Required Required 501-2,500 Yes Not Not N t 60 30 75 ,000 Open to the public Required Required' Req ired 501 -2,500 Not Not N t Not open to the public Yes Required Required• Req ired 60 30 75,000 (Option 1) 501 -2,500 Not Not open to the public Yess Yes 60 20 50,000 (Option 2) 60 30 75,000 Yes 60 30 75 ,000 1 foot = 304.8 mm, 1 cubic foot = 0.02832 m', I square foot = 0. a. Where automatic sprinklers are required for reasons other than t in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 7 and 3208. b. For aisles, see Section 3206.1 0. c. Piles shall be separated by aisles complying wi ection 3206. 10. d. For storage in excess of the height indic , special fi re pro1ection shal I be provided in accordance with Note f where required by the fire code official. See Chapters 51 and 57 for special limi ·ons for aerosols and flammable and combustible liquids, respectively. e. For storage exceeding 30 foe · eight, Option I shall be used. f. Special fire protection ovisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, witho ssociated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided where required by the fi re code o ·a ot r ired where an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 3208. i. Not required in frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system. 450 2019 CALIFORNIA FIRE CODE Copyright 02011,1 ICC ALL RJ(j1JTS RESERVED Am.-s!-ed by tllie t,;J~U.\bruckner (ek@kl:i.11~rnrknt'f_com). I J Ordl'r Numbrr 1100ilD4710on D« 16. 2019 Ol:09 PM (PST) pursuant lo 1.JccnM!' l\grccmcnl with ICC. Nu further n-prodm~:lim\, no forth~r reproduction:i; by any 1hlrJ puty. or disulbu1lon a11thori~d. SlnJ1,le u-.er only, copying and nciworkln11, prohibited. ANY UNAlITHORIZED REl'RODUCTJON OR DISTRIBUTION JS;.. VJl11.ATION OJ: THE FEDE.RAL C,OPYRIG liT l,(;T AND THE l.lCENSE AGR££ME.NT, AND SUBJECT TO CIVIL AND GRJMlNAL PENALTIESTIIER~UNDEll 2. Where an elevator opens into a lobby enclosed in accordance with Section 3007.6 or 3008.6, the pressure differential is permitted to be measured between the hoistway and the space immediately outside the door(s) from the floor to the enclosed lobby. 3. The pressure differential is permitted to be mea- sured relative to the outdoor atmosphere on floors other than the fol lowing: 3.1. The fire floor. 3.2. The two floors immediately below the fire floor. 3.3. The floor immediately above the fire floor. 4. The minimum positive pressure of 0.10 inch of water (25 Pa) and a maximum positive pressure of 0.25 inch of water (67 Pa) with respect to occupied floors are not required at the floor of recall with the doors open. 909.21.l.1 Use of ventilation systems. Ventilation sys- tems, other than hoistway supply air systems, are per- mitted to be used to exhaust air from adjacent spaces on the fire floor, two floors immediately below and one floor immediately above the fire floor to the building's exterior where necessary to maintain positive pressure relationships as required in Section 909.21.1 during operation of the elevator shaft pressurization system. 909.21.2 Rational analysis. A rational analysis comply- ing with Section 909.4 shall be submitted with the con- struction documents. 909.21.3 Ducts for system. Any duct system that is part of the pressurization system shall be protected with the same fire-resistance rating as required for the elevator shaft enclosure. 909.21.4 Fan system. The fan system provided for the pressurization system shall be as required by Sections 909.21.4.1 through 909.21.4.4. 909.21.4.1 Fire resistance. Where located within the bui ld ing, the fan system that provides the pressurization shall be protected with the same fire-resistance rating required for the elevator shaft enclosure. 909.21.4.2 Smoke detection. The fan system shall be equipped with a smoke detector that will automatically shut down the fan system when smoke is detected within the system. 909.21.4.3 Separate systems. A separate fan system shall be used for each elevator hoistway. 909.21.4.4 Fan capacity. The supply fan shall be either adjustable with a capacity of not less than 1,000 cfm (0.4719 m3/s) per door, or that specified by a registered design professional to meet the requirements of a designed pressurization system. 909.21.5 Standby power. The pressurization system shall be provided with standby power in accordance with Sec- tion 2702. 2019 CALIFORNIA BUILDING CODE FIRE PROTECTION AND LIFE SAFETY SYSTEMS 909.21.6 Activation of pressurization system. The eleva- tor pressurization system shall be activated upon activa- tion of either the building fire alarm system or the elevator lobby smoke detectors. Where both a building fire alarm system and elevator lobby smoke detectors are present, each shall be independently capable of activating the pres- surization system. 909.21. 7 Testing. Testing for performance shall be required in accordance with Section 909.18.8. System acceptance shall be in accordance with Section 909.19. 909.21.8 Marking and identification. Detection and con- trol systems shall be marked in accordance with Section 909.14. 909.21.9 Control diagrams. Control diagrams shall be provided in accordance with Section 909.15. 909.21.10 Control panel. A control panel complying with Section 909 .16 shall be provided. 909.21.11 System response time. Hoistway pressuriza- tion systems shall comply with the requirements for smoke control system response time in Section 909.17. SECTION 910 SMOKE AND HEAT REMOVAL If I 910.1 General. Where required by this code, smoke and heat vents or mechanical smoke removal systems shall con- form to the re uirements of this section. Exceptions: 1. Frozen food warehouses used solely for storage of Class I and n commodities where protected by an approved automatic sprinkler system. m e an ea remova s a no e require 111 areas of buildings equipped with control mode spe- cial application sprinklers with a response time index of50 (m · s)112 or less that are listed to control a fire in stored commodities with 12 or fewer sprinklers. 910.2. 1 Group F-1 or S-1. Smoke and heat vents installed in accordance with Section 910.3 or a mechanical smoke removal system installed in accordance with Section 910.4 shall be installed in buildings and portions thereof used as a Group F-1 or S-1 occupancy having more than 50,000 square feet ( 4645 m2) of undivided area. In occupied por- tions of a building equipped throughout with an automatic sprinkl er system in accordance with Section 903.3.1.1 where the upper surface of the story is not a roof assembly, a mechanical smoke removal system in accordance with Section 910.4 shall be installed. Exception: Group F-1 aircraft manufacturing build- ings and Group S-1 aircraft repair hangars. 361 100804710 INTERNATIONAL CODE COUNClt f'.opyrigh1 t:I 201\i ICC. ALL RIGtlTS RESERVED. Acl'l$,.\cd by Ellie Kbusbrucluier \l'k@klausbrucKllcr.rnm), () Order N1Jmhcr ,1001<0•110 on D« 16. 201903:09 PM {PST) rur,uanl 10 Lken!,f.' Agreement w{th ICC No fun her reprrHfocllon, no fur1her rcproJuc1loru br dilf third party, or dimlbu1ton authori1.cd. Slnj,l.le ur.cr only. coryln11 and nnwurk.in~ rrohihhed. ANY UNAtrrHOJU7..EO REl'ROVUCTJON OR DlSTRlP.UTJON IS A VIOLATION OF'fHE FP.DERAL cOrYRJC:MT ACT ANDTJIE I.ICENSE AGREl'..-\-I ENT, ANDSUfl.Jf,CfTO CIVIL ANDCRJMINAL PENALTIE$TIIER.EUN0Ek. ATTACHMENT #12 PORTABLE FIRE EXTINGUISHERS 11 FIRE PROTECTION AND LIFE SAFETY SYSTEMS 905.6.1 Protection. Risers and laterals of Class ll1 stand- pipe systems shall be protected as required for Class I sys- tems in accordance with Section 905.4.l. 905.6.2 Interconnection. In buildings where more than one Class lII 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.l 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: I. Doors not large enough to accommodate a writ- ten sign shall be marked with a permanently attached pictogram of the equipment contained therein. 2. Doors that have either an approved visual identi- fication clear glass panel or a complete glass door panel are not required to be marked. 905.7.2 Locking cabinet doors. Cabinets shall be unlocked. Exceptions: I. Visual identification panels of glass or other approved transparent frangible material that is easily broken and allows access. 2. Approved locking arrangements. 3. Group 1-3 occupancies 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 be trans- mitted to the control unit. Exceptions: I. Valves to underground key or hub valves in road- way boxes provided by the municipality or public utility do not require supervision. 2. Valves locked in the normal position and inspected as provided in this code in buildings not equipped with a fire alarm system. 905.10 During construction. Standpipe systems required during construction and demolition operations shall be pro- vided in accordance with Section 33 l 3. 905.11 Locking standpipe outlet caps. The fire code official is authorized to require locking caps on the outlets on dry standpipes where the responding fire department carries key 178 wrenches for the removal that are compatible with locking FDC connection caps. 905.12 Existing buildings. Where required in Chapter 11 , existing structures shall be equipped with standpipes installed in accordance with Section 905. ' extinguishers shall be required only in locations specified in Items 2 through 6 where each dwelling unit is provided with a portable fire extinguisher having a minimum rating of 1-A: 10-B:C. 2. Within 30 feet (9144 mm) of commercial cooking equipment. 3. In areas where flammable or combustible liquids are stored, used or dispensed. 4. On each floor of structures under construction, except Group R-3 occupancies, in accordance with Section 3315.1. pec1a -azar areas, me u mg ut not 1rn1te to a o- ratories, computer rooms and generator rooms, where required by the fire code official. 7. large and small family day-care homes shall be equipped with a portable fire extinguisher having a minimum 2-A : 10-8:C rating. 8. Where required by California Code of Regulations, Title 19, Division 1. 9. Within 30 feet (9 144 mm) of domestic cooking equip- ment located in a Group 1-2. /California Code of Regulations, Title 19, Dfrision I, §3.29(a) through (d)J Portable Fire Extinguishing Equip- ment. (a) General. Portable fire extinguishers conforming to the requirements of California Code of Regulations, Title 19, Division/, Chapter 3, shall be installed and maintained in accordance with guides established therein. (b) Special Coverage. Additional Class A, Band C units of adequate extinguishing potential shall be provided for any other hazard, as determined by the e11forcing agency. (c) Group A Occupancies. (I) One additional Class 2-A unit shall be provided in Group A Occupancies asfollows: (A) On each side of the stage or plaiform. Exception: Pla(forms /000 square feet or less in area need have only one such extinguishing unit. (BJ On each side of eve,y fly gallery. (C} In basements beneath the stage or pla(form. 2019 CALIFORNIA FIRE CODE 100804710 Cu11yri~ht c, 201!.l ICC, ALL RIGHTS Rl!SP.RVED. Acces.k--d tl)' Ellie Klausbrucknl"I' (ck@klausbruckncr.com). () Order Number .-lOOfl0◄1lOnn Dec 16. 20190HN l'M (Pi-T) pursuanr lO Licc-n~ Agrren'lt'11t with ICC No funher reproduction, no runhcr r<-ptoduetions by ;my third rariy. or distribution a.ithori1.00 . .Sfn~lt• user only, tnpying and nflworkin~ prohlblll-d. ANY UNALITHORIZED REPRODUCfJON OR DlSTRJBlJJ'ION IS A VIOl..",,T/ON OFTJIE FEDERAL(X)l'YRIGHT ACT ANDTJIF, LICl~NSE AGREEMENT. AND SU8JECl' TO CIVIL AND CRIMINAL PENAL:rrns TIIEREUNDF.R. (D) In every hallway or passageway leading to a dressing room. (E) In every property room, carpenter shop, or simi- lar workroom. (2) Not less than one I 0-B:C unit (not fess than 4-B:C for existing extinguishers in existing occupancies) shall be provided: (A) For each motor and fan room. (B) Acijacent to each switchboard on the stage or platform. (C) For each motion picture machine in projection rooms. Exception: One 20-B:C unit (not less than 8-8:C for existing extinguishers in existing occupancies) in each projection room may be accepted as pro- viding substantially equal protection. (3) The enforcing agency may allow modifications or deviations relative to the number and location of porta- ble fire extinguishers as required by this section pro- vided such authority finds that the basic intent of this section and the ease of accessibility to extinguishers is otherwise achieved (d) Group R-2.1, R-3.1 and R-4 Occupancies. In Group R- 2.1, R-3. I and R-4 occupancies, a continuously attached garden hose, equipped with a water flow control nozzle, may be provided in lieu of one or more required.fire extin- guishers when acceptable to the enforcing agency. The location and length of such hose shall be as designated or approved by the enforcing agency. NOTE: It is recommended that, wherever possible, porta- ble fire extinguishers be located acijacent to manual fire alarm sending stations. /California Code of Regulations, Title 19, Division I, §565(a)/ Selection of Fire Extinguishers. (a) The selection of extinguishers for a given situation shaff be determined by the authority having jurisdiction in accordance with adopted codes or ordinances. The character of the fires anticipated, the construction and occupancy of the individual property, the vehicle or hazard to be protected, ambient-temperature condi- tions, and other factors shall be considered. The num- ber, size, placement, and limitations of use of extinguishers required shall be determined by using California Code of Regulations, Title /9, Division /, Sections 567 throu h 573. Exceptions: I. The distance of travel to reach an extinguisher shall not apply to the spectator seating portions of Group A-5 occupancies. > 2. Thirty-day inspections shall not be required for por- table fire extinguishers that are supervised by a 2019 CALIFORNIA FIRE CODE 100804/10 FI RE PROTECTION AND LIFE SAFETY SYSTEMS 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 we lding 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 fue l-dispensing faci lities 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 ; g 33 17.3 Roofing operations 3408.2 Tire rebuilding/storage 3504.2.6 Welding and other hot work 3604.4 Marinas 3703.6 Combustible fibers 5703.2.1 Flammable and combustible liquids, general 5704.3.3.1 Indoor storage of flammable and combustible liqui ds 5704.3.7.5.2 Liquid storage rooms for flammable ai1d combustible liquids 5705.4.9 Solvent distillation units 5706.2.7 Farms and construction sites-flammable and com· bustible liquids storage 5706.4.10.1 Bulk plants and terminals for flammable and com- bustible liquids 5706.5.4.5 Commercial, industrial, governmental or manufac- turing establishments-fuel dispensing 5706.6.4 Tank vehicles for flammable and combustible li quids 5906.5.7 Flammable solids 6 108.2 LP-gas 179 INTERNATIONAL CODE COUNClt (',opyrlgh1 Cl 2019 ICC. ALL JUGJ/n RESERVED, Acc~~scd by EUii: Kiau,bruckrm· {tk@k.lau~hruc!Ultr.com), () OrJer Numl)er l100110-4710on !lee 16. 2019 O'.\:IW PM {PST) pursuant to Uccn&e Agreement w!th ICC. Nii forther rer,rocluc!lr.n, ni, for1hcr reprnrluctions by imy thlrd par1y. or dl.sirlbulion aulhorlzcd. Singk user uni)'. copying and ne1worklng prohlMtcd ANY UNAUTHORJlf.D REl'HODUCTION OR DiSTRIIHfrlON JS A VIOI.ATlON OF THE FEDERAL COPYRIGMT ACT AND THE l.JCEN~.E. AGRF.F,MENT, AND SUBJf'.CJ' TO CIVIL AND CRlMlNAL f'ENALTJES THEREUNDER. FIRE PROTECTION AND LIFE SAFETY SYSTEMS (d) Travel distances for portable extinguishers shall not exceed 50 feet (J 5.25 m) as shown in California Code of Regulations, Title 19, Division I, Section 569, Table 3. (e) 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, §57J(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 8 haz- ard, the fire 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 . . TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS LIGHT ORDINARY (Low) (Moderate) HAZARD HAZARD OCCUPANCY OCCUPANCY Minimum-rated 2-A' 2-A single extinguisher Max imum floor area 3,000 1,500 per unit of A square feet square feet Maximum floor area 11 ,250 11 ,250 for extinguisherb square feet square feet Maximum distance of 75 feet 75 feet travel to extinguisher For SI: I foot = 304.8 mm, I square foot= 0.0929 m2, 1 gallon= 3.785 L. a. Two 21/2-gallon water-type extinguishers shall be deemed the equivalent of one 4-A rated extinguisher. b. California Code of Regulations, Tille 19. Division I. Chapter 3 concerning applicat ion of the maximum fl oor 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. 184 TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25 INCH• TYPE OF HAZARD Light (Low) BASIC MINIMUM EXTINGUISHER RATING 5-B 10-B For SI: I inch= 25 .4 mm, 1 foot= 304.8 mm. MAXIMUM DISTANCE Of TRAVEL TO EXTINGUISHERS (feet) 30 50 a. For requi rements 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 I, Chapter 3. 906.4 Cooking equipment fires. Fire extinguishers provided for the protection of cooking equipment shall be of an approved type compati ble with the automatic fire-extinguish- ing system agent. Cooking equipment involving solid fuels or vegetable or animal oils and fats shall be protected by a Class K-rated portable extinguisher in accordance with Sections 906.1 , Item 2, 906.4.1 and 906.4.2 as applicable. {California Code of Regulations, Title 19, Division 1, §573(a) through (c)J Fire Extinguisher Size and Placement for Commercial Cooking Operations. (a) 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 and fats). (b) Maximum travel distance shall not exceed 30 feet (9.15 m) from the hazard to the extinguishers. (c) Additional fire extinguishers, required for the control of other classes of fires, shall be provided/or commercial cooking areas as required by California Code <?f Regula- tions, Title 19, Division 1, Section 567. 906.4.1 Portable fire extinguishers for solid fuel cook- ing appliances. Solid fuel cooking appliances, whether or not under a hood, with fireboxes 5 cubic feet (0.14 m3) or less in volume shall have a minimum 2.5-gallon (9 L) or two 1.5-gallon (6 L) Class K wet-chemical portable fire extinguishers located in accordance with Section 906.1. 906.4.2 Class K portable fire extinguishers for deep fat fryers. Where hazard areas include deep fat fryers, listed Class K portable fire extinguishers shall be provided as follows: I. For up to fo ur fryers having a maximum cooking medium capacity of 80 pounds (36.3 kg) each: one 2019 CALIFORNIA FIRE CODE 100804710 INTERNATIONAL CODE COUNCIL' Copyrl11ht O 2019 ICC. Al.I. RlfiHTS RESF.RVED. AtCl~M"\'l by E!Ht> KlausbrucknLi' (c:kll!'klausbr~rkner.com}, () Order Numtx.-r •10080-C?1oon Dec 16, 20l!i'0:'i:09 PM (PST) pumuni 10 License Agreement whh ICC. No further rti'roductlon. nu fort her n:prodl1Ctions by Rn)· third party. or di~trlbu1lon 11.u1hor!,.e<l. Single user only.copying and r'll1w<irk.ln14 rrohibilcd. ANY UNAUTHORIZED REPROllUCTION OR DISTRIRITTJON IS A VIOLATION OJ:T!IE FEDERALC<.WYRJGIIT ACT AND Tl IE I.JCENSE AGREEMENT. AND SUBJliCTiO ClVIL AND CRIMINAL PF.NALTIE!-TIIEREUNDEll Class K portable fire extinguisher of a minimum l.5-gallon (6 L) capacity. 2. For every additional group of four fryers having a maximum cooking medium capacity of 80 pounds (36.3 kg) each: one additional Class K portable fire extinguisher of a minimum 1.5-gallon (6 L) capacity shall be provided. 3. For individual fryers exceeding 6 square feet (0.55 m2) in surface area: Class K portable fire extinguish- ers shall be installed in accordance with the extin- guisher manufacturer's recommendations. /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 /California Code of Regulations, Title 19, Division 1, §567.3/ Installation. Portable fire extinguishers other than wheeled types shall be securely installed on the hanger or in 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 spec{fically designed to cope with this problem. /California Code of Regulations, Title 19, Division 1, §567.6/ 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 1/2.feet 2019 CALIFORNIA FIRE CODE FIRE PROTECTION AND LIFE SAFETY SYSTEMS (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). /California Code of 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, Division 1, §567. 7/ Sealed Cabinets. Where extinguishers are installed in closed cabinets that are exposed to elevated temperatures, the cabinets shall be pro-. . . 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. 185 100804710 INTERNATIONAL CODE COUNClt Copyright t:i 2019 ICC Al.L RIC,HTS RESERVED, Accem-d by Ellie t,;lausbruckner (rk(l>1klausbruckner.com).(.) Order Number r\OO!i047J0un Dec tr\, 20t<J 0~:09 PM (PST) pursuanl to Llcen~ Agreement whh ICC. No further rerroduclion, no further tl"pr()(foC!lons b)' any third p;,my. or distribution au1horb,cd Single Llk't only, copying and nt'lworktn~ prohlbittd ANY UNAlffl IORIZED RF.PROOUC:l JON OR D1!-TRIBlrTION IS A VIOLATION OFTIIE FEDE.RAI.COPYRIGJ!T A,, AND THE J.lCENSF. ACiREEMENT, AND SUBJECT TO CIVIL ANDCRJMINAL l>ENALTms THEREl)NflP.R ATTACHMENT#13 AISLE WIDTHS HIGH-PILED COMBUSTIBLE STORAGE 3206. 7.6 Door size and type. Fire department 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 considered fire department access doors unless approved. 3206.7.7 Locking devices. Locking devices on fire department access doors shall be approved. 3206.7.8 Key box. Where fire department access doors are required, a key box shall be installed in accordance with Section 506.1. The key box shall contain keys or devices to allow for entry through the fire department access doors. 3206.8 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.9 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class r standpipe system shall be provided in accor- dance with Section 905. 452 3206.11 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 Section 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 Arrays. 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. 2019 CALIFORNIA FIRE CODE 100&>4710 INTERNATIONAL CODE COUNClt C,opyrl~ht ~ 201, lt;C, Al,L RIGHT~ l<ESF.RVf.D. Acct.·nt.-d by E!Hl· Klausbruckn,-r (ckii>l<lausbrm:kner.corn). ( ) Order Number , 1001:104110 on Dec 16, 201~ 0.\:0'J fJM (PST) pumun1 to UccnM: Agn.,:mcnt wilh ICC. No further rcproduclion, n<> further reproduC'l!ons by an)' 1hird par1y, m dl~tr!b\lltQn a111horin'O.. Singl<' 11k'r only. cop)fo!l and nctworkln~ prohibltt.-d. ANY UNAU'l'IIOM.!Zl:.D M.El'R( IDUCTlON OR l>IS'TRIHlll'lON JS A VIOLATION OFTIIE FEDERALCOPYRJGJIT ACT AND Tl-IE LICENSE ACiRl!EMl: . ANDSUBJECr1'0 CIVIi. AND CRIMINAL 1-'ENAJ.TIE!-TI-IEREUNDER. ATTACHMENT#l4 HOUSEKEEPING & MAINTENANCE FIRE PROTECTION AND LIFE SAFETY SYSTEMS sprinkler system riser room , the door shall be permitted to be locked provided that the key is available at all times. 901.4.6.2 Marking on access doors. Access doors for automatic sprinkler system riser rooms an d fire pump rooms shall be labeled with an approved sign. The let- tering shall be in contrasting color to the background . Letters shall have a minimum height of 2 inches (51 mm) with a minimum stroke of3/8 inch (IO mm). 901.4.6.3 Environment. Automatic sprinkler system riser rooms and fire pump rooms shall be maintained at a temperature of not less than 40°F (4°C). Heating units shall be permanently installed. 901.4.6.4 Lighting. Pennanently installed artificial illumination shall be provided in the automatic sprin- kler system riser rooms and fire pump rooms. 901.5 Installation acceptance testing. Fire detection and alarm systems, emergency alarm systems, gas detection sys- tems, fire-extinguishing systems, fire hydrant systems, fire standpipe systems, fire pump systems, private fire service mains and all other fire protection systems and appurtenances thereto shall be subject to acceptance tests as contained in the installation standards and as approved by the fire code offi- cial. 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 a bui I ding or structure until the required fire detection, alann and suppression systems have been tested and approved. Alf 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 I, §1.14/ Maintenance. Eve,y 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. 158 /California Code of Regulations, Title 19, Division 1, §3.24/ Mai11te11a11ce 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 I 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 Maintena11ce 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 thefollowingfi"equencies. Local authori- ties may require more frequent inspection, testing and maintenance and additional procedures. {California Code of Regulations, Title 19, Divisio11 1, §904(a)(J)/ Required Inspection, Testing and Maintenance Frequencies. (]) Water-based.fire 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 State of Cal!fornia. (Published as NFPA 25, 2013 California Edition.) /California Code of Regulations, Title 19, Division I, §904(b)J 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 1, 1985. {California Code of Regulations, Title 19, Division 1, §904.2(a)J Testing and Maintena11ce 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 Safety Code Section 13196.5. Exceptions: (!) The State Fire Marshal may waive, in writing, licensing of fire departments which conduct.fire sprin- kler and standpipe system testing and maintenance. (2) Service on fire alarm systems and industrial sys- tems as specified in Health and Safety Code Sections 13196.5(b) and (c) may be conducted without a license. (3) 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 maintenance. 2019 CALIFORNIA FIRE CODE 100H0◄710 Copyrigh1 c 20111 ICC ALL RIGt-rr.s RESERVED, Acrl'.m.xl by F.111<' Klrnslmu:kncr (ek(<llklau~rnckrler.com), ( l Oti:k1' Number •100804710on Dec 16, 2019 o~:O'J PM (!>ST) p11rsuarH 10 !Jcenl)i.' A.:rL'i..'men1 wi1h lCC. No furth.:r rrpmduc1lon. n\, rur1ht'r rcprod~Clions b)I any 1hlrd part)', or dlstribmlon au1horlu:d. Single uSt.·r only. copyln!> 11nd m"lwnrkinA 11ruhlbl1~d. ANY UNAln"HORlZED REPRODUCTJO OR DlSTRIBUTJON IS A VlOJ.ATlON or TME Ft:!Jf.RAI. COPYRIC:HT ACf ANDTIIE LICENSE AGREEMENT, AND SUHJF.CTTO CIVJL AND CRIMINAi. rENALTlF.S TI-IERf.UNOEk.. /California Code of Regulations, Title 19, Division 1, §904.l(b)J Testing and Maintenance Requiremel1ls. (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 wrztmg, the requirement that testing and maintenance be performed in accordance with these requirements when a licensee can demonstrate that a system cannot fimctionaf!y be tested and maintained in accordance with the California Code of Regulations, Title 19, Division I, hapter 5. (2) 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 I 9, Division /, Chapter 5, the licensee shall con- tact the State Fire Marshal and test 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. /California Code of Regulations, Title 19, Division 1, §904.l(h)/ Testing and Maintenance Requirements. (h) At the time of testing and maintenance, building man- agement shall be consulted to avoid unnecessary distur- bance of normal building operation. /California Code of Regulations, Title 19, Division 1, §904.l(i)/ Testing and Maintenance Requirements. (i) The licensee shall contact the local fire authority hav- ing jurisdiction prior to testing and maintenance of a sys- tem when required by the local fire authority having jurisdiction to do so. 901.6.1 Standards. Fire protection systems shall be inspected, tested and maintained in accordance with the referenced standards listed in Table 901.6.1 and Califor- nia Code of Regulations, Title /9, Division I, Chapters 3 and 5. /California Code of Regulations, Title 19, Division 1, §904.1 ( a) JI nspection Requirements. (a) 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.l(g)/ 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. 2019 CALIFORNIA FIRE CODE FIRE PROTECTION AND LIFE SAFETY SYSTEMS TABLE 901.6.1 FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS 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 17A Water-mist systems NFPA 750 Clean-agent extinguishing systems NFPA 2001 Aerosol fire-extinguishing systems NFPA 2010 901.6.2 Integrated testing. Where two or more fire pro- tection or life safety systems are interconnected, the intended response of subordinate fire protection and life safety systems shall be verified when required testing of the initiating system is conducted. In addition, integrated testing shall be performed in accordance with Sections 901.6.2.1 and 901.6.2.2. 901.6.2.1 High-rise buildings. For high-rise buildings, integrated testing shall comply with NFPA 4, with an integrated test performed prior to issuance of the certif- icate of occupancy and at intervals not exceeding 10 years, unless otherwise specified by an integrated sys- tem test plan prepared in accordance with NFPA 4. If an equipment failure is detected during integrated test- ing, a repeat of the integrated test shall not be required, except as necessary to verify operation of fire protec- tion or life safety functions that are initiated by equip- ment that was repaired or replaced. 901.6.2.2 Smoke control systems. Where a fire alarm system is integrated with a smoke control system as outlined in Section 909, integrated testing shall comply with NFPA 4, with an integrated test performed prior to issuance of the certificate of occupancy and at intervals not exceeding IO years, unless otherwise specified by an integrated system test plan prepared in accordance with NFPA 4. lfan equipment failure is detected during integrated testing, a repeat of the integrated test shall not be required, except as necessary to verify operation of fire protection or life safety functions that are initi- ated b e ui ment that was re aired or re laced. /California Code of Regulations, Title 19, Division 1, §904.l(b)/ Inspection Requirements. (b) Records of all inspections shall be retained on the premises by the building or system owner for a period of jive years after the next required inspection. 159 10080◄7]0 IN TERNATIONAL CODE COUNCIL' Copyright C 201!1 l(;C, Al,J, RIGJ-ITS R6SERVE.D. Acccs~ by Elli(' Klausbrnckm'f (ek~klausbruckncr.com}. (-) Order Number ,iO(JMOt?'ll)on Dec I(>, lOl!I o~:09 PM (PST) pursuan110 LlccnJeAgrttmenl with ICC. No fmthct rcprod.iclion. nu fort her reproductions b)' any 1hlrd party, or dhtrihution ilUh<irJ1ed. Slnglr user only, cupyilll,1' and networlung prohibited. ANY UNAUTl~ORJZED REPRODUCrJON OR DlSTRIBtn"ION IS A VIOI.ATION OFTliE FEDERAL COPYRIGHT ACT AND Tl-IE LICENSE AGREE.\.-\EN1'. ANOSURJECTTOCIVILANDCRIMINAI. PENALTIES THEREUNDER. 3203.10.1 Unreinforced plastic pallets. for Class I through 1 V commodities, where unreinforced polypropyl- ene or unreinforced high-density polyethylene plastic pal- lets are used, the commodity classification shall be increased one class. To be considered unreinforced plastic pallets, the pallets shall be marked with a permanent sym- bo l indicating the pallet is unreinforced. 3203.10.2 Reinforced plastic pallets. For Class I through IV commodities, where reinforced polypropylene or rein- forced high-density polyethylene plastic pallets are used, the commodity classification shall be increased two classes except for Class IV commodities, which shall be increased to a high-hazard (Group A plastic, cartoned, unexpanded) commodity. 3203.10.3 Other pallets. For Class I through IV commod- ities stored on plastic pallets other than polypropylene or high-density polyethylene plastic pallets, the commodity classification shall be in creased two classes unless specific testing is conducted by a testing laboratory. SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS 3204.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class 11, Class Jll, Class IV or high-hazard commodities. The designation of a high-piled storage area, or portion thereof intended for stor- age 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 ofa high-piled combustible storage area, or por- tion thereof, is all owed to be based on a lower hazard class than that of the highest class of commodity stored where 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 deli ver 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 all owable design area for sprinkler operation as set forth in the density/area figures provided in FPA 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 ( 11 1 m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903 . 2019 CALIFORNIA FIRE CODE HIGH-PILED COMBUSTIBLE STORAGE SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.J General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections 3206.2 through 3206.11. 3206.2 Type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and auto- matic sprinkler design densities shall be provided to protect the hi gh-piled storage area. 3206.2.1 Extent of protection. The fire safety features required in Table 3206.2 shall extend to the lesser of 15 feet (4572 mm) beyond the high-piled storage area or a full height wall. 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 requirements. 449 100804710 Ct)pyditht C 20!9 ICC. ALLRJ(jllT~ llf.SliRVCJ) Acct~s;..'ll by Ellie Kl.rnsbruck.irtT l~•kri>klausbruckncr.cum).( ) Order Number ,1oot104710on DL..: 16. 20190'.':~ PM (PIT) pur~uam io Llcen~A~r~-t:mcm with JCC. Nn fort her reproduction, no further rcproduc1lons by any thlrd r,;irty. or dlmlbutlon ~uthori1.ed. Singlt• uSl'r only, cnpyinF: anJ ne1worklng pruhlblu:d. ANY UNAlnllORIZED REPRODUCTION OR DISTRIJllffJON IS A VIOl,J.TION Of THE FEDERAL COPYRIGtff ACT ANDT!if. LICENSE AGREEMENT. AND SUBJECT TU CIVIi. ANr>CRJMINAL PENAI.TIF"~ THERF.UNOF.R. ATTACHMENT#15 FLUE SPACE REQUIREMENTS FOR RACK STORAGE SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and th is secti on. Bin boxes exceeding 5 feet (I 524 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 I-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. I 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: l . Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (15 2 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. HIGH-PILED COMBUSTIBLE STORAGE 2. Racks used fo r 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. 3208.4 Column protection. Steel building columns shall be protected in accordance with NFP A 13. 3208.5 Extra-high-rack storage systems. Approval of the fire code official shall be obtained prior to installing extra- high-rack combustible storage. 3208.5.1 Fire protection. Buildings with extra-high-rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra-high-rack combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fire protection features and fire department access, where required by the fire code offi- cial. TABLE 3208.3 Double-row rack (Option 2) REQUIRED FLUE SPACES FOR RACK STORAGE 3 inches Yes Not required 3 inches Yes 6 inches 6 inches Yes Tra11sverse flue space 1-----------------+---------t-Vertically aligned Not required Longitudinal flue space 6 inches Not required Sizeb 6 inches 6 inches In-rack sprinklers at every tier Any height Not required Not required Not required Not required Not required Not required Not required Not required Not required Multiple-row rack Tra11sverse flue space 1----------1---------+---------+------Vertically al igned Not required Not required Yes Not required Longitudinal flue space Not required Not required Not required 2019 CALIFORNIA FIRE CODE 453 100804?10 Copyrl~hl e 2019 JC • .ALL l{IGJJTS "SEl{Vf.D. AcCi.':!i~i!d by !:llil' Klambrutknl'r {C!k(e'klambrnckm:r.com), () Ordi:r Number •IOOtilo-4710on Dl!'C 16, 2019 03;09 l'M (PST) pursuan110 License Agrecmcm with JCC. No furtht.-r rcrmdnction. nu further rt•1midu.:1iom ~· any 1hlrd rariy. (Ir distribution ;mthorlzed. Slng1l' user only, copying and networking prohibited. ANY UNAUTIIORIZED REPRODUCTION OR DJSTRJBUTION I, A VIOLATION OF THE PEDl:RAL COPYRJ<}HT /\CT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIOSTIILREUNDER. □□ □□ □□ □□ □□ PLAN VIEW TRANSVERSE 2015 INTERNATIONAL FIRE CODE®COMMENTARY DEFINITIONS FLUIDIZED BED. A container holding powder coating material that is aerated from below so as to fom1 an air-sup- ported expanded cloud of such material through which the preheated object to be coated is immersed and transported. ❖ A fluidized bed differs from an electrostatic fluidized bed in that the fluidized bed uses an air stream instead of electrostatic charge. The air stream behaves like a fluid as the object is passed through it. Additionally, the object is preheated. In an electro- static fluidized bed, the object is heated/cured in an oven after the coating process. FOAM-EXTINGUISHING SYSTEM. A special system discharging a foam made from concentrates, either mechani- cally or chemically, over the area to be protected. ❖ Foam-extinguishing systems must be of an approved type and installed and tested to comply with NFPA 11, 11 A and 16. All foams are intended to exclude oxygen from the fire, cool the area of the fire and insulate adjoining surfaces from heat caused by the fire. Foam systems are commonly used to extinguish flammable or combustible liquid fires (see commen- tary, Section 904.7). While water applied by an auto- matic sprinkler system can only act horizontally upon the surface that it reaches, foam-extinguishing agents have the ability to act vertically in addition to horizon- tally; and, unlike gaseous extinguishing agents, foam does not dissipate rapidly where there is no confined space. Thus, foam systems are also used where there is a need to fill a nonconfined space with extin- guishing material as in the case of certain industrial applications. IBE] FOLDING AND TELESCOPIC SEATING. Tiered seating having an overall shape and size that is capable of being reduced for purposes of moving or storing and is not a building element. ❖ Bleachers, folding and telescopic seating and grand- stands are essentially unique forms of tiered seating that are supported on a dedicated structural system. All types are addressed in ICC 300, the safety stan- dard for these types of seating arrangements. Folding and telescopic seating are commonly used in gymna- siums and sports arenas where the seating can be configured in a variety of ways for various types of events. "Building element" is a defined term in the IBC which is primarily used in conjunction with the structural elements regulated in Table 601 of the IBC. While telescopic seating may be attached to a wall, the system when pulled out or folded includes its main support system. Such seating is not considered a building element of the building or structure in which it is located (see Section 1029.1.1). [BG] FOSTER CARE FACILITIES. Facilities that provide care to more than five children, 21/2 years of age or less. ❖ Foster care facilities are group homes where children live, not day care facilities. By being under 21/2 years of age, children are assumed not capable of self- preservation, thus th ere is a need for higher levels of active and passive protection in the building (see the 2-49 INTERNATIONAL CODE COUNClt Copyright C 2015 rec. ALL RIGHTS RESERVED. Accessed by Ellit Klausbruckner on Oct 12. 2015 4:51:56 PM pur5uant to License Agreement with ICC. No further reproduction or distnbution authorized. ANY U AUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT#l6 MEANS OF EGRESS > > access or exit stairways where the entire path for means of egress from the seating to the ex it dis- charge is open to the outdoors. 4. For Croup H-1, 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. 7 inches (7. 62 mm) per occupant. Exceptions: I. 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 accor IO l .4.7dance with Sec- tion 903.3.1.1 or 903.3.1.2 and an emergency voice/alarm communication system in accor- dance with Section 907.5.2.2. 2. Facilities with smoke-protected assembly seating shall be permitted to use the capacity factors in Table 1029.6.2 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is provided with a smoke control system complying with Section 909. 3. Facilities with open-air assembly seating shall be permitted to the capacity factors in Section 1029.6.3 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is open to the outdoors. 4. For Croup H-1 , 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. 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. l 005.6 Egress convergence. Where the means of egress from stories above and below converge at an intermediate 2019 CALIFORNIA BUILDING CODE MEANS OF EGRESS 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. Encroach ments 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 Croup 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 position. 1.2. The hardware is mounted not less than 34 inches (865 mm) nor more than 48 inches (1219 mm) above the finished floor. 2. The restrictions on door swing shall not apply to doors within individual dwelling units and sleep- ing units of Group R-2 occupancies and dwelling units of Group R-3 occupancies. 1005.7.2 Other projections. Handrail projections shall be in accordance with the provisions of Section IO 14.8. Other nonstructural projections such as trim and similar decora- tive features shall be permitted to project into the required width not more than 11/2 inches (38 mm) on each side. Exception: Projections are permitted in corridors within Group I-2 Condition I in accordance with Sec- tion 407.4.3. 1005.7.3 Protruding objects. Protruding objects shall comply with the applicable requirements of Section I 003 .3. SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006.1 General. The number of exits or exit access doorways required within the means of egress system shall comply with the provisions of Section 1006.2 for spaces, including mezza- nines, and Section I 006.3 for stories or occupied roofs. 1006.2 Egress from spaces. Rooms, areas or spaces, includ- ing mezzanines, within a story or basement shall be provided with the number of exits or access to exits in accordance with this section. 1006.2.1 Egress based on occupant load and common path of egress travel distance. Two exits or exit access doorways from any space shall be provided where the design occupant load or the common path of egress travel distance exceeds the values li sted in Table 1006.2.1. The cumulative 377 10080◄710 ll~lll~l~ftllll]~(\11111] I) :(ll{f lll([III 11 °:'~yrigh1 C Ull9 ICC AL_L Rl(;IITS RESERVED. Acces5-td by EIIJc Klausbruc~~ (t•~@!Jausbr~rkncr.~om). ( ) Order Number •r00flt>47iuon Dec 16, 20190.~:iw PM (PST) pursuant 10 LlccnM.' Ai;;r~mt!'nl with i -· lCC No fur1hcr rLi,rodlKlion, no furthl'r reproduction~ by any third p:uiy. nr dmnb11t1on autht,iri:,,ed. Single user only. copying and nttwork.ini;; prohibited ANY UNAlITt-lORIZED RF.PRODtJcrJON OR IJISTRIHUTION IS A VJOLATION Ol•THE F~DUV\L COPYRIGHT J\CT AND TIIE LICENSE AGREEMENT. ANO SUBJECT TO CIVIL ANDCR!MINAL PENALTIES THEREUNDER. - 11 > I 11 I 11 MEANS OF EGRESS occupant load from adjacent rooms, areas or spaces shall be determined in accordance with Section I 004.2. I. The number of exits from foyers, lobbies, vestibules or similar spaces need not be based on cumulative occupant loads for areas discharging through such spaces, but the capacity of the exits from such spaces shall be based on applicable cumulative occupant loads. 2. Rooms and care suites in Group 1-2 and 1-2.1 occu- pancies complying with Section 407.4. 3. In detention and correctional facilities and holding cells, such as are found in courthouse buildings, when the occupant load is more than 20 see Section 408.3. / I. 1006.2.1.1 Three or more exits or exit access door- ways. Tl-tree exits or ex it access doorways shall be pro- vided from any space with an occupant load of 50 I to 1,000. Four exits or exit access doorways shall be pro- vided from any space with an occupant load greater than 1,000. 1006.2.2 Egress based on use. The numbers of exits or access to exits shall be provided in the uses described in Sections 1006.2.2.1 through /006.2.2.7. 1006.2.2.l Boiler, incinerator and furnace rooms. Two exit access doorways are required in boiler, incin- erator and furnace rooms where the area is over 500 square feet ( 46 m2) and any fuel-fired equipment exceeds 400,000 British thermal units (Btu) ( 422 000 KJ) input capacity. Where two exit access doorways are required, one is permitted to be a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the length of the maximum overall diagonal dimension of the room. 1006.2.2.2 Refrigeration machinery rooms. Machin- ery rooms larger than 1,000 square feet (93 m2) shall have not less than two exits or exit access doorways. Where two exit access doorways are required, one such doorway is permitted to be served by a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the maximum horizontal dimension of the room. TABLE 1006.2.1 F H-1 , H-2, H-3 H-4, H-5 1-2\ 1-2. I, 1-4 1-3 R-1 R-2 R-2.I R-2.2 R-3', R-3. J' R-4' u L For SI: I foot = 304.8 mm. NP = Not Pennitted. SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY 49 3 JO 10 JO 10 20 IO 20 20 20 49 See Section 453.6. l Without Sprinkler System (feet) Occupant Load OL:S:30 OL >30 75 75 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 100 75 NP 100' 25b 75b 75' 100' 75' 125' 75" 125° 125'·8 125'·8 75• NP a. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.2. b. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5. c. For a room or space used for as embly purposes having fixed seating, see Section 1029.8. I I d. For the travel distance limitations and number of exit and exit access requirememsfar rooms and ~paces in Group 1-2 or 1-2. I, see Section 407.4. I e. The common path of egress travel distance shall only apply in a Group R-3 occupancy located in a mixed occupancy building. f The length of common path of egress travel dislance in a Group S-2 open parking garage shall be not more than 100 feet. g. For the lravel distance limitations in Groups R-3 and R-4 equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.3, see Section I 006.2.2.6. h. For holding cells. see ection 408.3. I I. 378 2019 CALIFORNIA BUILDING CODE 100ti0◄710 INTERNATIONAL CODE COUNClt Copyrip.ht lb 2019 ICC. ALL RIGHTS RESERVED Accrs~,d by Ell!e Kl:rnshn1ckner (ckfiiklau5bruckn~-r.com), ( i Order Number •100804710 on Dec 16, 2019 Ol:09 PM (PST) pumlilnt lu License Agn.-ement wi1h JC(' .. No fur1hcr reproduction, no further reproductions l)y any third part}', or dhtrlt-ution authurh:ctl Single Ukr only, copyinp_ and networking prohibited ANY UNAlITHORJZED REPR.OnUC'flON OR DJSTRIBLTJ'ION IS A VIOLATION OFT!IE FEDERALCOl'YKJGHT A\.'f AND THE LICENSE AGREEMENT. ANDSUB/l!CTTO CIVIL ANl)CRIMINAL PENALTIBl-THEREl/NDER. 2. Means of egress are not prohibited through stockrooms in Group M occupancies where al l of the following are met: 2.1. The stock is of the same hazard classification as that found in the main retail area. 2.2. Not more than 50 percent of the exit access is through the stockroom. 2.3. The stockroom is not subject to locking from the egress side. 2.4. There is a demarcated, minimum 44- inch-wide ( I .118 mm) aisle defined by full-or partial-height fixed wall s or similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions. 6. The means of egress shall not pass through any room subject to locking except in Group 1-3 occupancies classified as detention facilities and psychiatric treat- ment areas in Group l-2 occupancies. 1016.2.1 Multiple tenants. Where more than one tenant occupies any one floor of a building or structure, each tenant space, dwelling unit and sleeping unit shall be pro- vided with access to the required exits without passing through adjacent tenant spaces, dwellin g un its and sleep- ing units. Exception: The means of egress from a smaller tenant space shall not be prohibited from passing through a larger adjoining tenant space where such rooms or spaces of the smaller tenant occupy less than 10 percent of the area of the larger tenant space through which they pass; are the same or similar occupancy group; a discernible path of egress travel to an exit is pro".ided; and the means of egress into the adjoining space is not subject to locking from the egress side. A required means of egress serving the larger tenant space shall not pass through the smaller tenant space or spaces. 1016.2.2 Basement exits in Group 1-2 occupancies. For additional requirements for occupancies in Group 1-2 or 1- 2.1, see Section 407. SECTION 1017 EXIT ACCESS TRAVEL DISTANCE 1017.1 General. Travel distance within the exit access por- tion of the means of egress system shall be in accordance with this section. J 017.2 Limitations. Exit access travel distance shall not exceed the values given in Table 101 7.2. 1017.2.1 Exterior egress balcony increase. Exit access travel distances specified in Table IO 17.2 shall be increased up to an additional I 00 feet (30 480 mm) pro- vided that the last portion of the exit access leading to the exit occurs on an exterior egress balcony constructed in accordance with Section I 021 . The length of such balcony shall be not less than the amount of the increase taken. 2019 CALIFORNIA BUILDING CODE MEANS OF EGRESS TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE' F-2, S-2, U 300 400' H-1 Not Permitted 75d H-2 Not Permitted )00d H-3 Not Permitted 150d H-4 Not Permitted 175d H-5 Not Permitted 200' 1-2,1-2.1, 1.3r Not Permitted 200' 1-4 150 200' L Not Permilled 20(!' For SI: I foot = 304.8 mm. a. See the following sections for modifications to exit access travel distance requirements: Section 402.8: For the distance limitation in malls. Section 404.9: For the distance limitation through an atrium space. Section 407.4: For the distance limitation in Group 1-2 or 1-2.1. Sec/ion 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 .3: For the distance limitation in special amusement buildings. Section 412.6: For the distance limitations in aircraft manufacturing facilities. Section I 006.2.2.2: For the distance limitation in refrigeration machinery rooms. Section 1006.2.2.3: For the distance limitation in refrigerated rooms and spaces. Section 1006.3.3: For buildings with one exit. Section 1017.2.2: For increased distance limitation in Groups F-1 and S-1 . Section 1029.7: For increased limitation in assembly seating. Section 3103.4: For temporary structures. Section 3104.9: For pedestrian walkways. b. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are pennitted in accordance with Section 903.3.1.2. d. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5.1. e. 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 Nol permiued in nonsprinklered Group 1-3 occupancies. 1017.2.2 Groups F-1 and S-1 increase. The maximum exit access travel distance shall be 400 feet (122 m) in Group F-1 or S-1 occupancies where all of the following conditions are met: I. The portion of the building classified as Group F-1 or S-1 is limited to one story in height. 2. The minimum height from the fini shed floor to the bottom of the ceiling or roof slab or deck is 24 feet (7315 mm). 405 10080◄710 INTERNATIONAL CODE COUNCIL C...opyrlghr C 2019 ICC J.I.L R.IGIJTS RESERVED. AtcoK'd b)' Ellk Klauiibruckm:r (ckrt!lkla11sbr1.1cknL'f.;;om). () Order Nmnber 1100~04710un Dec 16, 201~0!;09 PM (PST) pur.suan110 UccnM" Agreement wilh ICC. No funher rcrrnducllon. rw furl her rcproduetlons by any third part~. r.r di,mlbllllon amhor!~.ed. SlnF:le· Uk.'1' only, copying and ne1wurk.l11g prohibited ANY UNAUTJIORIZED REPRODUCTION OR DISTR!Bl!r!ON IS. A VJOI.ATION or TJIE FEDERAL COPYRIGHT ACT AND THE LICENSE AG RP.EM P.NT. ANI> SUHJf.CT TO CIVIL AND CRJM]NAL i•ENIILTIE$ Tiff.RP.UNDER. > 11 MEANS OF EGRESS [BE] TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING OCCUPANT REQUIRED FIRE-RESISTANCE OCCUPANCY LOAD SERVED RATING (hours) BY CORRIDOR Without sprin kier system With sprinkler system< H-1, H-2, H-3 All Not Permitted I H-4, H-5, I Greater than 30 ot Permitted I Ad. B,F, M, S u Greater than 30 I 0 R-1, R-2, R-3, R-3. I, R-4 Greater than I 0 Not Permitted I 1-2', 1-2. I, 1-4 Greater than 6 Not Perm i tied I 1-3, R-2. I Greater than 6 Not Pennitted I b E Greater than 10 I I a. For requirements for occupancies in Group 1-2, see Sections 407.2 and 407.3 of the California Building Code. b. For a reduction in the tire-resistance rating for occupancies in Group 1-3, see Section 408.8 of the California Building Code. c. Buildings eq uipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3. 1.2 where allowed. d. /SFM} See Section 1029. [BE] TABLE 1020.2 MINIMUM CORRIDOR WIDTH OCCUPANCY MINIMUM WIDTH (inches) Any facility not listed below 44 Access to and utilization ofmechru1ical, plumbing or electrical systems or equipment 24 With an occupant load of less than 50 36 Within a dwelling unit 36 In Group E with a corridor having a occupant load of 100 or more 72 In corridors and areas serving stretcher traffic in ambulatory care facilities 72 Group J-2 in areas where required for bed movement 96 Corridors in Group 1-2 and 1-3 occupancies serving any area caring for one or more 96 nonambulato,y persons For SI: I inch = 25.4 mm. Exceptions: 262 I. l n Group 1-3, Condition 2, 3 or 4 occupancies, the dead end in a corridor shall not exceed 50 feet ( 15 240 mm). 3. A dead-end corridor sh all not be limited in length where the length of the dead-en d corridor is less than 2.5 times the least width of the dead-end corri- dor. IBEJ 1020.5 Air movement in corridors. Corridors shall not serve as supply, return, exhaust, relief or ventil ati on air ducts. Exceptions: 1. Use of a corridor as a source of makeup air for exhaust systems in small rooms of 30 square feet or less that open directly onto such corridors, including toilet rooms, bathrooms, dressing rooms and janitor < closets, shall be permitted, provided that each such corridor is directly suppli ed with outdoor air at a rate greater than th e rate of makeup air taken from the corridor. 2. Where located within a dwelling unit, the use of cor- ridors for conveying return air shall not be prohib- ited. 3. Where located within tenant spaces of 1,000 square feet (93 m2) or less in area, utilization of corridors fo r conveying return air is permitted. 2019 CALIFORNIA FIRE CODE 100804710 IN TERNATIONAL CODE COUNCIL" Copyri~hl Cl 20I~ 1\£. ALL RIGHTS Rl:SERVED. Accessed l'iy 1::llic Klausbrucknl'f" (ck@kla11sbruckm.T.com). ! ) Order Numt'ocr •1001104710 on l)ec 16, 201lJ 0;\:O'J PM (f'ST) pursuant tu LlCl"IISC Agrtt:mcM with JCC. Nu further n:produclion. no further reproduction$ by any 1Wrd party. or dimihutlon authorlzed. Sln1tlc U$Cr only, CQpying imd nei.workinl= prohibited. ANY lJNAUTMORIZED REJ•RODUCTION OR DISTRIBlJflON IS A VIOLATION OFl'llll FEDERAL COl1YRIGIH ACT AND THE L!CENSF. AGREE.MI:N'T, AND UBJECTTO CIVIL AND CRIMINAL PENALTJESTJIEREUNDER ATTACHMENT #17 OCCUPANCY SEPARATION GENERAL BUILDING HEIGHTS AND AREAS TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)h R•1,R·2, B', F·1g·\ A,E 1-4, R-2.1 1-2, 1-2.1 /-3 R-3,R-3.1, L H-1 R-4 M,S-1 s NS s NS s NS s NS s NS NS s NS s NS s NS A,E N N 2 2 2 NP 2 NP I 2 i 1 I 2 2 NP NP NP l-4, R-2. I --I' NP 2 NP 2 NP 1 NP 2 I 2 2 NP NP NP I-2, 1-2. I ----N NP 2 NP 2 NP NP 2 NP 2 NP NP NP 1-3 ------N NP 2 NP -' 2 2 2 2 NP NP NP R-1, R-2, R-3, --------N N ~, 2' I 2 4 NP NP p R-3. I, R-4 li~lf;,~ 2b' l'.'.J"""' ~~·~.::r ~ .. i:, . i~'f ,:tJm: :~-~ N I 2 I NP NP NP B, F-1 , M, S-1 ------------N N I NP NP NP L ----------I NP NP NP H-1 ----------------N NP 1-1-2 ------------------ H-3, H-4 ----------------Id NP 1-1-5 ------------------ S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. NS = Buildings not equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1 I. N = No separation requirement. NP = Not Permitted. a. See Section 420. H-2 s NS 3 4 4 NP 4 NP 4 NP 3 NP 3 4 2 3 2 NP NP NP N p I p N NP b. The required separation from areas used only for private or pleasure vehicles shall be reduced by I hour but not to less than I hour. c. See Section 406.3.2. d. Separation is not required between occupancies of the same classification. e. See Section 422.2 for ambulatory care facilities. H-3, H-4 H-5 s NS s NS 2 3 2 NP 2 p 2 NP 2 NP 2 NP 2 NP 2 NP 2 3 2 NP I 2 I NP NP NP NP NP I NP I NP Id NP I p --N p 100t:Kl4710 I 11 11 f Occupancy separations that serve to define fire area limits established in Chapter 9 for requiring fire protection systems shall also comply with Section I 707.3.10 and Table 707.3.10 in accordance with Section 901 .7. g. /SFM/ Group I and FI occupancies and Group R-2. I and F-1 occupancies shaff have a 3 hour separation. '1. /SFM/ Commercial kitchens not associated with cafeterias and similar dining facilities in Group 1-2 and Group R-2. I shaff have a 2-hour separation and shaff be protected by an automatic sprinkler system. 508.4.3 Allowable building height and number of sto- ries. Each separated occupancy shall comply with the building height limitations and story limitations based on the type of construction of the building in accordance with Section 503.1. Exception: Special provisions of Section 510 shall per- mit occupancies at building heights and number of sto- ries other than provided in Section 503.1. 508.4.4 Separation. Ind ivi dual 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- 2019 CALIFORNIA BUILDING CODE tions associated with a given occupancy that generally pose a greater level ofrisk 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 aggregate.floor area a/inciden- 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 inci dental 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 71 1, or both. Construction supporting 1-hour fire barriers or horizontal assemblies used for incidental use separa- 193 11 INTERNATIONAL CODE COUNClt 01pyrlghl c 2019 ICC. ALL RlGHn RtSERVEil Atccsscd by Ellie ~1,usbrudutt.,.. (ck@klausbrnckner.com),( ) Order Numb<.'!' •100!104710,m Dec If,, 2019 03:09 PM (PST} pursuan1 to UcenSI: AgrC\!mcnl ,,..;th ICC No forthcr rcprodm:tion. no further n:producllons by any 1hird party. or dls1rlbu1lon author!i.ed. Single u!M.·r only. C11J'y!ng and ne1worklng prohlbhcd ANY lJNAlfrHORIZEO REPRODUCTION OR DJ$TRIBUTION JS A VIOLATION OF'fl-lf. f&IJEH.AI.COl'YRIGHT ACT ANOTIIE LJCENSE AGREEMENT.AN I) SUHJECTTO CIVIL AND CRIMINAL l'ENALTJt.\ TIIEREUNDER. ATTACHMENT #18 SEPARATION OF HIGH-PILED STORAGE AREAS - 3206.3 High-piled storage areas. For the application of Table 3206.2, the size of the high-piled storage areas shall be detennined in accordance with Sections 3206.3.1 through 3206.3.2.1. 3206.3.J Size of high-piled storage area. The size of each high-piled storage area shall include the footprint of the actual high-piled storage racks, shelves or piles and the following aisles: 1. Jnterior aisles within the footprint of the storage area. 2. An aisle around the perimeter of the footprint with a minimum width as required in Section 3206.10.1 or the dimension to a wall or full height wall, which- 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 on 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 FM 4996 or UL 2335 shall be treated as wood pallets for determining required sprinkler protection. 2019 CALIFORNIA FIRE CODE HIGH-PILED COMBUSTIBLE STORAGE 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. Fire apparatus access roads in accor- dance 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. 3206.7 Fire department access doors. Where fire depart- ment access doors are required by Table 3206.2, fire depart- ment access doors shall be provided in accordance Sections 3206.7.1 through 3206.7.8. 3206. 7.1 Exterior walls without fire department access doors. Fire department access doors are not required in an exterior wall that does not face a fire apparatus access road provided that all of the following conditions occur: 1. The opposite exterior wall faces a fire apparatus access road. 2. The opposite exterior wall is provided with fire department access doors. 3. The entire interior surface of the exterior wall is less than 150 feet (45 720 mm) away from a fire depart- ment access door. 4. The building is equipped throughout with an auto- matic sprinkler system in accordance with Section 903.3.l.1. 3206.7.2 Where located. Where exterior walls surround- ing high-piled storage areas face fire apparatus access roads, such walls shall be provided with fire department access doors. 3206.7.3 Access to doors. Fire department access doors shall be able to be accessed without the use of a ladder. 3206.7.4 Marking on fire department access doors. fire department access doors shall be labeled on the exterior side with the following sign or other approved sign: FfRE DEPARTMENT ACCESS DOOR DO OTBLOCK The lettering shall be in a contrasting color to the back- ground. Letters shall have a minimum height of 2 inches (51 mm) with a minimum stroke of3/8 inch (IO mm). 3206.7.5 Number of doors required. The required fire department access doors shall be distributed such that the lineal distance between adjacent fire department access doors does not exceed 125 feet (38 100 mm) measured center to center. Exception: The linear distance between adjacent access doors shall not exceed 200 feet (60 960 mm) in existing buildings where change in occupancy is not proposed. 451 100604710 INTERNATIONA L CODE COUNClt Copyright o 2019 IC ,. ALL RIGHT~ RP.Sl'.R\'ED, Acct":!l~-d by !Ulk t-l~u~!'mckncr (ekrti>klau1bruckn1.'l",COl11). ( ) Order Ntllnher •11)()1:104710 on Dt'C 16, 2019 0,\:09 PM (PS:T) rurs11an1 h> Uccme AW-l'tmcnl wilh ICC No further fl'Jlroduclion. nu further rcpruductfon~ t,y tlny 1hlrd party, or dimlhuli\ln anthorJ~cd. :OlnJ:k user only, rnpyinJ'!a iUld m1wmklng prohibited. ANY UNA\frHOIUZ~D REl-'RODUCTJON OR OJSTRlfllfrlON JS A VJOI.ATION OF1.HE H:DERALCOPYRlGHT ACT AND THE. LICEN~E MiR.EEMENT, AND SUHJE.(,'TTOCJVIL AND CRIMINAL l'f.NALTIES THEREUNDER. ATTACHMENT #19 DOCUMENTS & APPROVED S TORAGE LAYOUT CHAPTER 32 HIGH-PILED COMBUSTIBLE STORAGE User note: About this chapter: Chapter 32 provides guidance for reasonable protection of life from hazards associated with the storage of combustible materials in closely packed piles or on pallets, in racks or on shelves where the top of storage is greater than 12 feet in height, or 6 feet for high-hazard commodities. It provides requirements for identifying various classes of commodities; and general fire and life safety features including storage arrangements, smoke and heat venting, fire department access and housekeeping and maintenance. This chapter attempts to define the potential fire severity and, in tum, detennine fire and life safety protection measures needed to control and in some cases sup- press a potential fire. This chapter does not cover miscellaneous combustible material storage as regulated in Section 315. SECTION 3201 GENERAL 3201.1 Scope. High-piled combustible storage shall be in accordance with this chapter. In addition to the requirements of this chapter, the fo llowing material-specific requirements shall apply: I. Aerosols shall be in accordance with Chapter 51. 2. Flammable and combustible liquids shall be in accor- dance with Chapter 57. 3. Hazardous materials shall be in accordance with Chap- ter 50. 4. Storage of combustible paper records shall be in accor- dance with NFPA 13. 5. Storage of combustible fibers shall be in accordance with Chapter 37. 6. General storage of combustible material shall be in accordance with Chapter 3. 3201.2 Permits. A permit shall be required as set forth in Sections 105.6 and 105.7. 3201.3 Construction documents. At the time of building permit application for new structures designed to accommo- date high-piled storage or for requesting a change of occu- pancy/use, and at the time of application for a storage permit, plans and specifications shal l be submitted for review and approval. ln addition to the information required by the Cali- f ornia Building Code, the storage permit submittal shall include the information specified in this section. The con- struction documents shall include all of the following: I. Floor plan of the building showing locations and dimensions of high-piled storage areas. 2. Usable storage height for each storage area. 3. Number of tiers within each rack, if applicable. 4. Commodity clearance between top of storage and the sprinkler deflector for each storage arrangement. 5. Aisle dimensions between each storage array. 6. Maximum pile volume for each storage array. 7. Location and classification of commodities in accor- dance with Section 3203. 2019 CALIFORNIA FIRE CODE 8. Location of commodities that are banded or encapsu- lated. 9. Location of required fire department access doors. 10. Type of fire suppression and fire detection systems. 11 . Location of valves controlling the water supply of ceiling and in-rack sprinklers. 12. Type, location and specifications of smoke removal and curtain board systems. 13. Dimension and location of transverse and longitudinal flue spaces. 14. Additional information regarding required design fea- tures, commodities, storage arrangement and fire pro- tection features within the high-piled storage area shall be provided at the time of permit, where required 3201.4 Fire safety and evacuation plan. Where required by the Section 403, a fire safety and evacuation plan shall be sub- 437 100804710 11~111mm111Hhl•i•l•lli•m~{ij1• Olpyrli,tht o 2019 JCC. ALL RIGI-JT~ l(E~ERVF.O Accessed by Elllt Klaust-rucknt.-r fok@·kl11usbrud:.ner,cmn),l ) Order Number •100~047lOon !Jee 16. 20\'J 0:>-:09 PM (PST) pursuant to Ucen~Ai;trt.'\'fflrnt with ICC. No further rcprod11cl1nl'), nn fur1her reproductions by any third par!)', or dimibutlon aU1hor!1.ed. Single user only, copyin~ and nt'lwQrkJng prohibited ANY UNAlffJIORli'.f.l) RF.1-'R<JDUCTION OR DJSTRJIHITJON I$ A Vl()LATION OPT!IE l'f.f>ERALCOPYRIGHT ACT AND THE LICEN~E AGREEMENT. AND ~UBJECrTO CIVIL AND CRIMINAL PENAi.TiES Tl-lllRF.UNOER SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Business Contact Arnould t'Kint OFFICE USE ONLY RECORD ID# _________________ _ PLAN CHECK# ________________ _ Telephone# (760) 944-0900 BP DATE Project Address (include suite) 2810 Whiptail Loop W. Ste. A City Carlsbad State CA Zip Code 92110 APN# 209-120-28-00 Mailing Address (include suite} Project Contact Anita Thornton City State Zip Code Plan File# Applicant E-mail Telephone# anitathomton@warehousesolutions.com 619-873-4410 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, 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 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable(Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISION (HMO): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 170, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: 3/ 1 /21 Expected Date of Occupancy: 3/ 1 /21 □ CalARP Exempt 1. 2. 3. 4. 5. 6. 7. 8. YES NO ~ I I ! (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? Will your business store or handle carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 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). :2119./21 / Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete :21rnn1 f Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): The following questions are intended to identify the majority of air pollution issues at the planning stage. Your project may require additional measures not identified by these questions. Some residential projects may be exempt from APCD requirements. If yes is answered for either questions 1, 2 or 5 or for more comprehensive requirements, please contact APCD at apcdcomp@sdcounty.ca.gov; (858) 586-2650; or 10124 Old Grove Road, San Diego, CA 92131. 1. 2. 3. 4. 5. 6. YES NO 1::1 m t:t ~ Will the project disturb 100 square feet or more of existing building materials? Will any load supporting structural members be removed? (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by an individual that has passed an EPA-approved building inspector course? □ □ (ANSWER ONLY IF QUESTION 1 or 2IS YES) Based on the survey results, will the project disturb any asbestos containing material? If yes, a □ □ El □ notification may be required at least 10 working days prior to commencing asbestos removal. Additionally, a notification may be required prior to the removal of a load supporting structural member(s) regardless of the presence of asbestos. Will the project or associated construction equipment emit air contaminants? See the reverse side of this form for typical equipment requiring an APCD pem,it. If yes, contact APCD prior to the issuance of a building permit. (ANSWER ONLY lF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school bounda ? Briefly describe business activities: Distributor of watches and accessories I declare under penalty of perjury that to the best of my knowledge and ber ft Anna Thornton erein are true and correct. I ,. / 2021 Name of Owner or Authorized A ent Date EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NQT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO• APCD COUNTY-HMO APCD COUNTY-HMO APCO •A stamp 1n this box only exempts busmesses from completlng or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply HM-9171 (9118) County of San Diego -DEH -Hazardous Materials Division □ □ □ □ □ □ □ □ □ □ ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Date:2/19/21 Business Name: Nixon --------------------- 5 tree t Address: 2810 Whiptai I Loop W, Ste. A Email Address: anitathornton@warehousesolutions.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS)□ Check all below that are present at your facility: Acid Cleaning D Food Processing D Metal Powders Forming Assembly D Glass Manufacturing D Nutritional SupplemenWitamin Automotive Repair D Industrial Laundry D Manufacturing Battery Manufacturing D Ink Manufacturing D Painting/Finishing Biofuel Manufacturing D Laboratory D Paint Manufacturing Biotech Laboratory D Machining/Milling 0 Personal Care Products Bulk Chemical Storage D Membrane manufacturing D Manufacturing Car Wash D (i.e. waterfilter membranes) D Pesticide Manufacturing/ Packaging Chemical Manufacturing D Metal Casting/Forming D Pharmaceutical Manufacturing Chemical Purification D Metal Fabrication D (including precursors) D Dental Offices D Metal Finishing 0 Porcelain Enameling D Dental Schools D Electroplating D Power Generation O Dental Clinics D Electroless Plating D Print Shop D Dry Cleaning D Anodizing D Research and Development 0 Electrical Component D Coating (i.e. phosphating) D Rubber Manufacturing □ Manufacturing D Chemical Etching/Milling D Semiconductor Manufacturing □ Fertilizer Manufacturing D Printed Circuit Board D Soap/Detergent Manufacturing □ Film/ X-ra y Processing D Manufacturing D Waste Treatment/Storage NewBusiness?YesONoEJ SICCode(s)ifknown: ---~--Date operation began/will begin:_3_/_1_/2_1 ___ _ Tenant Improvement? Yes 0NoE) If yes, briefly describe improvement: installation of pallet rack Description of operations generating wastewater ( discharged to sewer, hauled or evaporated):_n_/_a ________ _ Estimated volume of industrial wastewater to be discharged (gal/ day) : _n_/_a ___________________ _ List hazardous wastes generated (type/volume):_n_o_n_e __________________________ _ Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? YesD Date: _____ No[!] Page 1 of 2 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater (i. e., they only discharge sanitary wastewater with no pollutants exceeding any local limits ), and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. □ Automobile Detailer s □ Hotels/ Motels (no laundry) □ Barber/Beauty Shops □ Laundromats □ Business/Sales Offices □ Libraries □ Cleaning Services □ Medical Offices (no x-ray developing) □ CarpeUUpholstery □ Mortuaries □ Childcare Facilities □ Museums □ Churches □ Nail Salons □ Community Centers □ Nursing Homes □ Consulting Services □ Office Buildings (no process flow) □ Contractors □ Optical Services □ Counseling Services □ Pest Control Services (no pesticide repackaging for sale) □ Educational Services (no auto repair/film developing) □ Pet Boarding/Grooming Facilities □ Financial Institutions/Services □ Postal Services (no car wash/auto repair) □ Fitness Centers □ Public Storage Facilities □ Gas Stations (no car wash/auto repair) □ Restaurants/Bars □ Grocery Stores (no film developing) □ Retail/Wholesale Stores (no autorepair/film □ Residential based Businesses developing) □ Theaters (Movie/Live) CERTIFICATION STATEMENT hat the in:fOrmation above is troe and correct to the best cf my knowledge. 2/19/21 Anita Thornton Print Name: ____________ _ Date: ____ _ Arnould t'Klint Facility Contact: ___________ _ Title:VP of Operations ENCINA WASTEWATER AUTHORITY 6200AVENIDAENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Page 2 of 2