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2810 WHIPTAIL LOOP; 102; CBC2021-0063; Permit
PERMIT REPORT (city of Carlsbad Commercial Permit Print Date: 03/03/2022 Permit No: CBC2021-0063 Job Address: 2810 WHIPTAIL LOOP, # 102, CARLSBAD, CA 92010 Status: Closed -Finaled Permit Type: BLDG-Commercial 2091202800 $88,369.00 Work Class: Tenant Improvement Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: 153 SF Tl TO ADD NEW RESTROOMS IN WAREHOUSE -EXPAND LOADING RAMP Applicant: Property Owner: RYAN COMPANIES US INC 533 S 3RD ST, # STE 100 MINNEAPOLIS, MN 55415-1101 (612) 492-4791 GATEWAY PACIFIC VIEW LLC 4275 EXECUTIVE SQ, # 370 LA JOLLA, CA 92037-1466 FEE BUILDING PLAN CHECK FEE (BLDG) PUBLIC FACILITIES FEES -outside CFD MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL BUILDING PERMIT FEE ($2000+) TRAFFIC IMPACT Commercial-Industrial Outside CFD ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL REFUND Total Fees: $8,569.27 Total Payments To Date: $8,569.27 Applied: 02/24/2021 Issued: 07/06/2021 Fina led Close Out: 03/03/2022 Inspector: Final Inspection: CRenf 12/02/2021 Contractor: RYAN COMPANIES US INC 533 S 3RD ST, # STE 100 MINNEAPOLIS, MN 55415-1101 (612) 492-4791 Balance Due: AMOUNT $395.84 $3,092.92 $45.00 $578.77 $4,368.00 $60.00 $4.00 $24.74 $0.00 $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 11fees/exaction.11 You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad Job Address 2s10 Whiptail Loop w. Tenant Name: No Tenant-Spec COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check Cf!!C:}o:J)~{,()t2, 5 Est. Value 85_, 85? PC Deposit Date ---';;);~/:J-=----,, ~--.,.-,;,6~/- Suite: A102 APN: 208-120-25-oo ----- Lot#: Vear Built:_20_19 ____ Occupancy:_5_1 ___ _ VB . . C:JD C:JD Construction Type;.·:......:· "-----Fire Sprinklers: yes oo A/C: yes oo BRIEF DESCRIPTION OF WORK: Tenant Improvement ±1,846 SF new office space with new restrooms, interior lighting, HVAC. D Addition/New: ___________ New SF and Use, ___________ New SF and Use, ____ Deck SF, Patio Cover SF (not including flatwork) ~ Tenant Improvement: 1,847 SF SF, _____ SF, Existing Use_V_a_ca_n_t ____ Proposed Use _S.!.p_e_c ____ _ Existing Use Proposed Use ______ _ D Pool/Spa: _____ SF Additional Gas or Electrical Features? ____________ _ DD DD DD D Solar: ___ KW, ___ Modules, ____ Mounted, Tilt: Yes/ No, RMA: Yes/ No, Panel Upgrade: Yes/ No D Plumbing/Mechanical/Electrical Only: --------------------------- D Other: 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 [j] Name: Ga1eway Pacific v,ew, LLC Address:4275 Executive Sq., Suite 370 City: La Jolla State:_cA __ ,Zip: ,2037 Phone: ass-a12-7960 Email: chris. wood@ryancompanies.com DESIGN PROFESSIONAL Name: Lori Johnston Address: 533 South Third Street, Suite 1 oo APPLICANT 0 City: Minneapolis Phone: 612.492.4879 State:_M_N __ ,Zip: 55415 Email: Lori.Johnson@RyanCompanies.com Name: Michael Beadle Address: 4275 Executive Sq. Suite 370 City: La Jolla State: CA Zip:_82_0_31 __ _ Phone: 612-239-5547 Email: Michael. Beadle@RyanCompanies.com CONTRACTOR BUSINESS Name: Ryan Companies us, Inc, Address: 4275 Executive Square, STE 370 APPLICANT 0 City: La Jolla State:_CA __ ,Zip: 92037 Phone: 858-812-7926 Ema ii: Michael.Beadle@RyanCornpanies.com Architect State License: _c_-2_80_1_6 _________ State License:_84_2_48_7 ____ Bus, License: BLosoo1666·10·2017 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. _________________________ _ Ill I 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: lnsuranceCompany Name: -'-"-'"-'-"-'-"'----------------- Policy No.wA5-64D-44s221-0201Aos1 & wcs-641-445221-010 1w11 Expiration Date: _0_3-'3_,_·w_" __________________ _ D 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 compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages 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 issued {Sec. 3097 (i) Civil Code). Lender's Name: ______________________ Lender's Address: _____________________ _ CONTRACTOR PRINT: Michael Beadle SIGN: Michael Beadle g"ss;<~ DATE: 11/18/2020 (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: DI, 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). DI, 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). DI 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, ~1gned and attached to this application. Proof of identification attached. [II Owners "Authorized Agent Form" has bee11 filled out, ~1gned and attached to this application giving the agent authority to obtain the permit on the owner' behalf Proof of identification attached. By my s.1gnature below I acknowledge that, except for my personal re~idence 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 constr"ucted in its entirety by licemed contr;ictors. I understand that a copy af the applicable law, Section 7044 af 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/calaw.html. OWNER PRINT: Chris Wood ---------------SIGN: Chris Wood DATE: 02/18/2021 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 J 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' deep and demolition or construction of structures over 3 stories in height. APPLICANT PRINT: Michael Beadle 1635 Faraday Ave Carlsbad, CA 92008 B-2 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of 2 Email: Building@carlsbadca.gov Rev. 08/20 ( City of Carlsbad OWNERS AUTHORIZED AGENT FORM B-62 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www .ca rl sb ad ca .gov OWNER'SAUTHORIZED AGENT FORM Only a property owner, contractor or their authorized agent may submit plans and applications for building permits. To authorize a third-party agent to sign for a building permit, the owner's third party agent must bring this signed form, which identifies the agent and the owner who s/he is representing, and for what jobs s/he may obtain permits. The form must be completed in its entirety to be accepted by the City for each separate permit application. Note: The following Owner's Authorized Agent form is required to be completed by the property owner only when designating an agent to apply for a construction permit on his/her behalf. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Property Owner Acknowledgement, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for. sign, and file the documents necessary to obtain an Owner-Builder Permit for my project. Addition of new full height 1 hr rated demising wall Scope of Construction Project (or Description of Work): ___________________ _ Project Location or Address: 281 0 Whiptail Loop W · Michael Beadle 612-239-5547 Name of Authorized Agent: __________________ Tel No. _________ _ 4275 Executive Square, Suite 370 La Jolla, CA 92037 Address of Authorized Agent: ____________________________ _ I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. o,g,tally ~,gned by Chris Woo~ Ch • w d l..lN C=US, E=clrnswooO@ryar1compan1es O~Ryan 1 • r1s 00 ~~:an,es,OU=Pms,Mnt-WestRug1on CN-Chns Property Owner 5 Signature: Date· 2020 11 1? 14 58 35-DB'OO 02/18/2021 Date: ______ _ PERMIT INSPECTION HISTORY for (CBC2021-0063} Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 02/24/2021 Issue Date: 07/06/2021 Owner: GATEWAY PACIFIC VIEW LLC Subdivision: Status: Scheduled Date 10/13/2021 12/02/2021 Closed -Finaled Expiration Date: 03/16/2022 IVR Number: 31732 Address: 2810 WHIPTAIL LOOP, # 102 CARLSBAD, CA 92010 Actual Inspection Type Start Date 10/13/2021 BLDG-Final Inspection Checklist Item Inspection No. 168484-2021 COMMENTS Inspection Primary Inspector Status Partial Pass Chris Renfro BLDG-Building Deficiency TCO. Final and Inspection restrooms OK. OK to establish hi pile storage racks.Final paperwork pending. BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLOG-Electrical Final 12/02/2021 BLDG-Final Inspection Checklist Item 171717-2021 COMMENTS BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Passed Chris Renfro Reinspection Inspection Reinspection Incomplete Passed No Yes Yes Yes Yes Passed Yes Yes Yes Yes Yes Complete Thursday, March 3, 2022 Page 5 of 5 PERMIT INSPECTION HISTORY for (CBC2021-0063) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 02/24/2021 Issue Date: 07/06/2021 Owner: GATEWAY PACIFIC VIEW LLC Subdivision: Status: Scheduled Date 10/12/2021 Closed -Finaled Expiration Date: 03/16/2022 IVR Number: 31732 Address: 2810 WHIPTAIL LOOP, # 102 CARLSBAD, CA 92010 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Checklist Item BLDG-Building Deficiency COMMENTS September 17, 2021: 1. New ADA restrooms, located at interior area of warehouse, drywall/Gypsum Board anchoring and method of attachment schedule-approved per plan. 2. Exterior ramp and new stairway (cast-in-place) concrete walls, steel reinforcement rebar, per structural engineers plans and detail specifications~ approved. OK to pour concrete. BLDG-17 Interior Lath/Drywall 166713-2021 Partial Pass Tony Alvarado Checklist Item BLDG-Building Deficiency Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency COMMENTS September 17, 2021: 1. New ADA restrooms, located at interior area of warehouse, drywall/Gypsum Board anchoring and method of attachment schedule-approved per plan. 2. Exterior ramp and new staiiway (cast-in-place) concrete walls, steel reinforcement rebar, per structural engineers plans and detail specifications - approved. OK to pour concrete. COMMENTS September 17, 2021: 1. New ADA restrooms, located at interior area of warehouse, drywall/Gypsum Board anchoring and method of attachment schedule-approved per plan. 2. Exterior ramp and new staiiway (cast-in-place) concrete walls, steel reinforcement rebar, per structural engineers plans and detail specifications - approved. OK to pour concrete. September 17, 2021: 1. New ADA restrooms, located at interior area of warehouse, drywall/Gypsum Board anchoring and method of attachment schedule-approved per plan. 2. Exterior ramp and new staiiway (cast-in-place) concrete walls, steel reinforcement rebar, per structural engineers plans and detail specifications - approved. OK to pour concrete. 10/12/2021 BLDG-Fire Final Checklist Item 168182-2021 COMMENTS Passed Nathaniel Cheung FIRE-Building Final Place suite numbers on doors. Check at operational permit for high piled storage Reinspection Inspection Passed Yes Reinspection Incomplete Passed Yes Passed Yes Yes Complete Passed Yes Thursday, March 3, 2022 Page 4 of 5 PERMIT INSPECTION HISTORY for (CBC2021-0063) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 02/24/2021 Issue Date: 07/06/2021 Owner: GATEWAY PACIFIC VIEW LLC Subdivision: Status: Scheduled Date 09/17/2021 Closed -Finaled Expiration Date: 03/16/2022 IVR Number: 31732 Address: 2810 WHIPTAIL LOOP, # 102 CARLSBAD, CA 92010 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Checklist Item BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS September 15, 2021: No building rough frame (MEPS), combination inspection deficiencies. 1. Industrial/commercial concrete tilt-up buildings, scope of work-interior tenant improvement alteration, adding two new ADA compliant restrooms-(only). 2. Non-loadbearing partition metal wall framing, electrical, plumbing, and mechanical, scope of work per engineered plans and detail specifications -approved. September 15, 2021: No building rough frame (MEPS), combination inspection deficiencies. 1. Industrial/commercial concrete tilt-up buildings, scope of work-interior tenant improvement alteration, adding two new ADA compliant restrooms-(only). 2. Non-loadbearing partition metal wall framing, electrical, plumbing, and mechanical, scope of work per engineered plans and detail specifications -approved. September 15, 2021: No building rough frame (MEPS), combination inspection deficiencies. 1. Industrial/commercial concrete tilt-up buildings, scope of work-interior tenant improvement alteration, adding two new ADA compliant restrooms-( only). 2. Non-loadbearing partition metal wall framing, electrical, plumbing, and mechanical, scope of work per engineered plans and detail specifications -approved. September 15, 2021: No building rough frame (MEPS), combination inspection deficiencies. 1. Industrial/commercial concrete tilt-up buildings, scope of work-interior tenant improvement alteration, adding two new ADA compliant restrooms-(only). 2. Non-loadbearing partition metal wall framing, electrical, plumbing, and mechanical, scope of work per engineered plans and detail specifications -approved. 09/17/2021 BLDG~12 Steel/Bond Beam 166712-2021 Passed Tony Alvarado Reinspection Inspection Passed Yes Yes Yes Yes Complete Thursday, March 3, 2022 Page 3 of 5 PERMIT INSPECTION HISTORY for (CBC2021-0063) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 02/24/2021 Issue Date: 07/06/2021 Owner: GATEWAY PACIFIC VIEW LLC Subdivision: Status: Scheduled Date 09/15/2021 Closed -Finaled Expiration Date: 03/16/2022 IVR Number: 31732 Address: 2810 WHIPTAIL LOOP, # 102 CARLSBAD, CA 92010 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency COMMENTS September 7, 2021: Not Ready-exterior ramp and wall footings at entrance to warehouse with egress exterior stair case, steel reinforcement rebar-not ready. 1. Industrial/commercial concrete tilt-up buildings, scope of work-interior tenant improvement alteration, adding two new ADA compliant restrooms. 2. Retaining walls and exterior staircase, steel reinforcement rebar-not approved, not ready. September 9, 2021: 1. No footing and foundation steel/Building Deficiencies. 2. Industrial building, warehouse roll up door, approach/entrance, revised and widen, and relocate rear entrance exterior concrete stairs, per structural engineer's plans and detail specifications. 3. Poured in place/cast in Place, revised or alteration, retaining wall foundation footing steel rebar reinforcement, scope of work per structural engineer's plans and detail specifications-approved . 4. Pending: third-party deputy inspectors report. BLDG-12 Steel/Bond Beam 166090-2021 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS September 9, 2021: 1. No footing and foundation steel/Building Deficiencies. 2. Industrial building, warehouse roll up door, approach/entrance, revised and widen, and relocate rear entrance exterior concrete stairs, per structural engineer's plans and detail specifications. 3. Poured in place/cast in Place, revised or alteration, retaining wall foundation footing steel rebar reinforcement, scope of work per structural engineer's plans and detail specifications-approved. 4. Pending: third-party deputy inspectors report. 09/15/2021 BLDG-84 Rough Combo(14,24,34,44) 166479-2021 Passed Tony Alvarado Reinspection Inspection Passed No Yes Complete Passed Yes Complete Thursday, March 3, 2022 Page 2 of 5 Building Permit Inspection History Finaled { City of Carlsbad Permit Type: Work Class: Status: Scheduled Date 09/07/2021 09/09/2021 PERMIT INSPECTION HISTORY for (CBC2021-0063) BLDG-Commercial Tenant Improvement Closed -Finaled Actual Inspection Type Start Date 09/07/2021 BLDG-11 F ou n datio n/Ftg/Piers (Rebar) Checklist Item Application Date: 02/24/2021 Issue Date: Expiration Date: IVR Number: Inspection No. 165901-2021 COMMENTS 07/06/2021 03/16/2022 31732 Inspection Status Failed Owner: GATEWAY PACIFIC VIEW LLC Subdivision: Address: 2810 WHIPTAIL LOOP, # 102 CARLSBAD, CA 92010 Primary Inspector Reinspection Inspection Tony Alvarado Reinspection Incomplete Passed BLDG-Building Deficiency September 7, 2021: No BLDG-21 U nderg rou nd/U nderflo or Plumbing Checklist Item Not Ready-exterior ramp and wall footings at entrance to warehouse with egress exterior stair case, steel reinforcement rebar -not ready. 1. Industrial/commercial concrete tilt-up buildings, scope of work-interior tenant improvement alteration, adding two new ADA compliant restrooms. 2. Retaining walls and exterior staircase, steel reinforcement rebar-not approved, not ready. 165900-2021 Passed Tony Alvarado COMMENTS BLDG-Building Deficiency September 7, 2021: 09/09/2021 BLDG-11 Foundation/Ftg/Piers (Rebar) No building/underground plumbing deficiencies. 1. Industrial/commercial concrete tilt-up buildings, scope of work-interior tenant improvement alteration, adding two new ADA compliant restrooms. 2. Underground waste and vent plumbing lines, under water leak test, scope of work per engineered plans and detail specifications -approved. 166091-2021 Passed Tony Alvarado Complete Passed Yes Complete Thursday, March 3, 2022 Page 1 of 5 Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH-Concrete ASTM C39 Date Printed: 9/29/2021 .. CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: RYAN COMPANIES US, INC. Set No.: 21-0558 , Age Date Nominal Actual (Days) Tested Size Diameter A 7 9/27/2021 4X8 4.00 B 28 I 0/18/202 I C 28 10/18/2021 D 28 10/18/2021 E 28H 10/18/2021 Specified Strength: 4,000 PSI Sampled By: JUSTIN COOKMAN Location: NORTHEAST EXTERIOR CORNER STAIR WALL Concrete Supplier: SUPERIOR READY MIX Mix No.: 27MR-6 Ticket No.: 456532 Water added at Site: 2.00 Cement Type: II gal. By CONTRACTOR Mix Time: 40 Admix; Remarks: Distribution: RYAN COMPANIES US, INC. min. CITY OF CARLSBAD-BLDG INSPECTION DEPT. RY AN COMPANIES US, INC. **LAB COPY** The Material ;;j• wAs l_j WAS NOT SAMPLED AND TESH.D IN ACCORDANCE WITH THE REQUIREMENTS OF THE PROJECT APPROVED DOCUMENTS File No.: Permit No.: Project No.: 8139Al3 Project Name: PVCC BUILDING A LI. Actual Area (Sq. Inch) 12.57 28 IO WHIPTAIL LOOP BUILDING A CARLSBAD, CA Load Strength (lbs.) (psi) 49,630 3,950 Type of Fracture Cone ASTM Cl72 Date Sampled: 9/20/2021 Date Received: 9/21/2021 Concrete Temp: 88 "F ASTM CI064 Ambient Temp: 74 "F ASTM C.1064 Air Content: Unit Weight: pcf ASTMC\38 Slump: 6.00 in. ASTM Cl43 Tested at: San Diego Respectfully Submitted, MTGL, Inc. Isaac Chun RCE No. 59431 ASTM C.1231 Results relate only to items inspected or tested. Report shall not be reproduced, except m full, without prior written approval by MTGL, Inc , A www.mtglinc.com Corporate 2992 E La Palma Ave Ste A Anaheim, CA 92806 Tel. 714.632.2999 Fax: 714.632 2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel. 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch 800.491.2990 MTGL PROJECT# 8139A13 Permit# CBC2021-0063 DAILY INSPECTION REPORT DSNCITY File# _N_l_a ________ _ DSNOSHPD APPL #._N_la _______ _ Report # N/a PG _1_oF_1_ DSNLEA # _N_la __________ _ Special Inspection Reports must be distributed lo the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: PVCC SuiteA102TI I Date: 0912012021 ARCHITECT: Nia TIME ARRIVED 11 :30 TIME DEPARTED 14:30 ENGINEER: Todd R Taylor TRAVEL TIME Nia LUNCH TIME Nia CONTRACTOR Ryan SUB CONTRACTOR Profound Concrete INSPECTION ADDRESS 2810 Whiptail Loop, Carlsbad CA ADDRESS OF PROJECT Same .. BATCH PLANT .. MASONRY L. FIREPROOFING .,. DULL/TORQUE TEST ENGINEERED FILL §PE OF INSPECTION I-PT CONCRETE .. HIGH STRENGTH BOLTING .. ANCHOR/DOWEL L. --FOUNDATION SHOTCRETE i-WELDING L. NOE FIELD ----BACK FILL CONCRETE ~ SHOP WELD NOE SHOP DSNOSHPD/PROJECT I AVAILABLE APPROVED I SOIL REPORT y I NO I SPECS YL. NU APPROVED DOCUMENTS PLANS Yi81 ND APPROVED SHOP DRAWING yc;J N □ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) 4000 psi concrete 2725P CONTRACTORS EQUIPMENT/MANPOWER USED l5 AREA, GRID LINES, PIECES INSPECTED Observed the placement and mechanical consolidation of approximately 4 cubic yards of concrete mix#27MR-6 at 4000 PSI provided by Superior Company into the exterior S/E Stair wall. 1 set of 5 4x8 cylinders was cast, reference data sheet for specific information. STRUCTURAL NOTES, DETAIL OR RFIS USED General Notes REMARKS, INCLUDING MEETINGS To the best of my knowledge all work observed was in accordance with the approved plans and AC1 standards. REWORK AS PERCENT OF ALL WORK TODAY Nia PERCENT PROJECT COMPLETE· Nia THE WORK WAS ~ WAS NOT LJ Inspected in accordance with the requirements of DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASl8J WAS NOT□ NIA□ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner THE WORK INSPECTED MET~ DID NOT MEET □ The requirements of the DSA/OSHPD/PROJECT approved documents :::-:::"·~ w Signature of Special Inspector Justin Cookman Print Name Certification #:_S~D~:1_3_1_9_1_C_C_:B_4_5_1_4_1 B ______ _ Verified by:_J.9_°'Ll"'J-,"-"'{,J"-------- DFR _ REV:2-04-2021 A www.mtglinc.com Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch 800.491.2990 San Diego/Imperial County 6295 Ferris Square Ste C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951 653.4999 Fax: 951 653.4666 Dispatch 800.491.2990 MTGL PROJECT#: 8139A13 Permit# CBC2021-0063 DAILY INSPECTION REPORT OSA/CITY File# _N_la _________ _ OSA/OSHPD APPL #._N_l_a _______ _ Report# N/a PG _1_oF_1_ DSA/LEA #_Nl_a __________ _ Special Inspection Reports must be distributed lo the parties listed below within 14 days of the inspecllon Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection PROJECT NAME: PVCC Suite A 102 Tl l Date: 09109/2021 ARCHITECT: Nia TIME ARRIVED 11 :30 TIME DEPARTED 14:30 ENGINEER: Todd R. Taylar TRAVEL TIME Nia LUNCH TIME Nia CONTRACTOR Ryan SUB CONTRACTOR Profound Concrete INSPECTION ADDRESS 2810 Whiptail Loop, Carlsbad CA ADDRESS OF PROJECT Same TYPE OF INSPECTION ... BATCH PLANT .. MASONRY .. FIREPROOFING L-PULL/TORQUE TEST SENGINEERED FILL ... PT CONCRETE ~ HIGH STRENGTH BOLTING ~ ANCHOR/DOWEL .. --FOUNDATION SHOTCRETE .. WELDING .., NOE FIELD ... --BACK FILL CONCRETE SHOP WELD NOE SHOP OSA/OSHPO/PROJECT I AVAILABLE APPROVED I SOIL REPORT y '-NU I SPECS y,_ NU APPROVED DOCUMENTS PLANS Yl8J N0 APPROVED SHOP DRAWING yi:J N i:J MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) 4000 psi concrete 2725P CONTRACTORS EQUIPMENT/MANPOv\lER USED Is AREA, GRID LINES, PIECES INSPECTED Observed the placement and mechanical consolidation of approximately 20 cubic yards of concrete mix#2725P at 4000 PSI provided by Superior Company into the exterior S/E Ramp wall footing and stair footing. 1 set of 5 4x8 cylinders was cast, reference data sheet for specific information. STRUCTURAL NOTES, DETAIL OR RFIS USED General Notes REMARKS, INCLUDING MEETINGS To the best of my knowledge alt work observed was in accordance with the approved plans and ACI standards. REWORK AS PERCENT OF ALL WORK TODAY: Nia PERCENT PROJECT COMPLETE: Nia THE WORK WAS ""'WAS NOT LJ Inspected in accordance with the requirements of DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASl8J WAS NOTO NIA□ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner THE WORK INSPECTED METl8J DID NOT MEET 0 The requirements of the DSA/OSHPD/PROJECT approved documents Samples Taken:5 4x8 cylinders -.. ~ f2iJl ~ Signature of Special Inspector Justin Cookman Print Name Certification #::_ ..:S:.;D..::;..13:..1..:9:_:lc:Cc:Cc.:8:..4..:5:..:1..:4.:.18:_ _____ _ Venfied by_..-,9_"'lJ"-y'-"'l1L-------- DFR_REV:2-04-2021 Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858.537 3990 Tel: 951.653.4999 Fax: 951.653.4666 Tel: 760.342.4677 Fax:760.342.4525 Dispatch· 800.491.2990 Dispatch: 888.844 5060 Dispatch. 800.491 2990 Dispatch· 800.491.2990 MTGL PROJECT# 8139A 13 Permit# ______ _ DAILY INSPECTION REPORT DSA/CITY File# ____ _ DSA/OSHPD Appl. # __ _ Report # _ Page _1_ of _1 DSA/LEA # _____ _ Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediatejy_ Separate reports shall be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the 1ns"ection PROJECT NAME: PVCC BUILDING A TENANT IMPROVEMENT Date: 9-3-21 ARCHITECT Ware Malcomb TIME ARRIVED 8:00am TIME DEPARTED 4:00pm ENGINEER Wiseman+Rohy TRAVEL TIME 75 min LUNCH TIME N/A CONTRACTOR Ryan SUB CONTRACTOR INSPECTION ADDRESS 2810 whiptail loop Carlsbad, Ca ADDRESS OF PROJECT TYPE OF INSPECTION ~ BATCH PLANT MASONRY ~ FIREPROOFING ~ CEILING WIRE ~ ENGINEERED FILL PT CONCRETE = HIGH STRENGTH BOLTING ANCHOR/DOWEL Rebar FOUNDATION SHOTCRETE .,_ WELDING NOE FIELD BACK FILL CONCRETE SHOP WELD NOE SHOP DSA/OSHPD PROJECT I AVAILABLE APPROVED I SOIL REPORT y ON □ I SPECS Y 1251 N LJ APPROVED DOCUMENTS PLANS Y (81N 0 APPROVED SHOP DRAWING Y(81N 0 MATERIALS USED BY CONTRACTOR {INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/MANPOWER USED MeasurinQ taoe, vibrator, shovels, oumo AREA, GRID LINES, PIECES INSPECTED Today I Performed a concrete inspection for approx. 9.5 yards of Superior ready mix concrete, placed by pump, and consolidated by hand screeds, and vibrators. Checked ticket for batch time, psi, site address and mix design#2725P. The following tests were performed, slump, air temp, concrete temp, sampling, and water an time control. • The took 1 set of 5 4x8 cylinders, 1 set per 150 yards placed. In addition, I performed a grout inspection on the HUB 100 II grout, mixed with a paddle mixer for 3-5 minutes per manufacturers recommendations. They then placed the grout by hand and trowel for the the baseplates at both sides of the loading dock door. I then took 1 set of 3 grout cube per ASTM C109. REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS 1251 WAS NOTLJ Inspected in accordance with the requirements of the DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS O WAS NOT O N/A (81 Performed in accordance with DSA/OSPHD Project approved documents. cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner THE WORK INSPECTED MET~ DID NOT MEET U The requirements of the DSA/OSPHD Project approved documents Samples taken: ---------------Weather: clear Temp: 70' -'-'----~~- ~' Ron Lopez Pnnt Name Certification#: 8006958 venfied by: <.< £2 1 ;::) DATE 4/15/2021 JURISDICTION: Carlsbad ✓• EsG1I PLAN CHECK#.: CB-CBC2021-0063 SET II PROJECT ADDRESS: 2810 Whiptail Loop West PROJECT NAME: TI 2810 Whiptail Loop W. I □ APPLICANT □ JURIS. ~ 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 plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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: Michael ~ 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: Michael Telephone#: (619) 239-5547 Date contacted: Mail Telephone 0 REMARKS: By: Steven Miller EsGil (by: ) Email: michael.beadle@ryancompanies.com Fax In Person Enclosures: 04/15 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: 3/11/2021 JURISDICTION: Carlsbad PLAN CHECK#.: CB-CBC2021-0063 ✓• EsG1I SET: I PROJECT ADDRESS: 2810 Whiptail Loop West PROJECT NAME: TI 2810 Whiptail Loop W. □ APPLICANT □ JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's 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 plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. (g] 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. (g] The applicant's copy of the check list has been sent to: Michael 0 EsGil staff did not advise the applicant that the plan check has been completed. (g] EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Michael Telephone#: (619) 239-5547 Date contacted: Mail Telephone 0 REMARKS: By: Steven Miller EsGil (by: Email: michael.beadle@ryancompanies.com Fax In Person Enclosures: 3/11 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CBC 2021-0063 02/25/2021 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK#.: CB-CBC2021-0063 JURISDICTION: Carlsbad OCCUPANCY: B,Sl USE: Office/ Warehouse TYPE OF CONSTRUCTION: VB ACTUAL AREA: B 1846 Sl 28839 ALLOWABLE FLOOR AREA: no change STORIES: 1 no change HEIGHT: no change SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 02/24/2021 DATE INITIAL PLAN REVIEW COMPLETED: 3/11/2021 FOREWORD (PLEASE READ): OCCUPANT LOAD: 71??? DATE PLANS RECEIVED BY ESGIL CORPORATION: 02/25/2021 PLAN REVIEWER: Steven Miller This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2019 CBC, which adopts the 2018 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2018 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list /or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBC 2021-0063 02/25/2021 NOTICE: CITY AND ESGIL'S HOURS OF OPERATION ARE AFFECTED BY THE CURRENT COVID-19 EPIDEMIC. PLAN REVIEWER MAY NOT BE AVAILABLE TO ANSWER QUESTIONS BY PHONE, BUT MAY BE REACHED BY E-MAIL AT stmiller@esgil.com . (858) 225-2775 GENERAL 1. Please make all corrections and submit two new complete sets of prints, to: Esgil, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560-1468 2. Plans may be submitted in electronic format, subject to the jurisdiction's approval. If so, they must have restrictions removed from the security settings. Electronic plans with restrictions to markups, printing, or stamping will not be approved. 3. A reminder that due to Covid-19, the City will not permit counter corrections. Please make sure all the items are satisfied; otherwise, another round of corrections will be necessary. PLANS 4. Please provide a signed copy of the Title 24 ADA Compliance sheet to page G1 a the Title page. Please see a copy of the Compliance Form at the end of the list. 5. Page G1a please show on the page CAP Form B55. City of Carlsbad requires that all plans provide completed Climate Action Plan (CAP) Consistency Checklist, city form B-50, and show on title sheet of plans completed CAP template, city form B-55. EXITS 6. The plans shall designate the number of occupants to be accommodated on every floor, and in all rooms and spaces. Section 107.2.3. 7. Page A1 and A3 please revise the occupant load factor see table 1004.5 and section 1004.8. The open office area needs to be done at the OLF of 1 occupant per 50 square feet as stated in section 1004.8. Even the furniture layout has more seating than the current OLF for business. 8. Page A4 the RCP is missing the exit signage. 9. Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1010.1.9. In lieu of the above, in a Group B, F, Mor S occupancies (or places of religious assembly or Group A occupancies having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." This sign age is only allowed at the main exit. Section 1010.1.9.4. Carlsbad CBC 2021-0063 02/25/2021 EXIT SIGNS/ILLUMINATION 10. A tactile sign stating "EXIT" and complying with ICC A 117.1 shall be provided adjacent to each door to an exit stairway, an exit passageway and the exit discharge. Section 1013.4. 11. Show that the means of egress path will be lighted with at least one foot candle at floor level. Section 1008. 12. Show separate sources of power may be required for exit illumination. Review Section 1008.3. GLASS AND GLAZING 13. Page A7 Door type FS and SW1 tempered glass needed for side lite and the glazing in the door panel. ADDITIONAL 14. There're NO M/E/P comments. 15. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 16. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes. please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: □ Yes □ No 17. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Steven Miller at Esgil. Thank you. Carlsbad CBC 2021-0063 02/25/2021 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Steven Miller PLAN CHECK#.: CB-CBC2021-0063 DATE: 3/11/2021 BUILDING ADDRESS: 2810 Whiptail Loop West BUILDING OCCUPANCY: B,Sl BUILDING AREA Valuation PORTION ( Sq. Fl.) Multiplier TIB 1900 46.51 -=r-- Air Conditionng Fire Sprinklers TOTAL VALUE Jurisdiction Ccxle CB By Ordinance , ' ,99, use Building Permrt Fee ,,,. i 997 UBC Plan Check Fee Type of Review: Complete Review Reg. VALUE Mod. 1 Structural Only r Repetitive Fee -,,,.J Repeats r other r Hourly E&GilF-E=JHr.@* Comments: ($) 88,369 -- 88,369 L L Sheet 1 of 1 WISEMAN ROHY STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS 9915 Mira Mesa Blvd. TEL. (858) 536-5166 FOR PVCC SUITE A 102 TENANT IMPROVEMENT 2810 Whiptail Loop W. Carlsbad, CA February 11, 2021 W+R Job #21-001.01 Suite 200 WRENGINEERS.COM San Diego, CA 92131 0 ..---ON.,-, o:>o (0 ~0! 0 N£e 0 ..--"1" Ol I 0 N ~ N 0 N 0 m 0 TABLE OF CONTENTS PVCC BLDG A 102 Tl Analysis and Designs Design Criteria Mechanical Anchorage & Support Ceiling Framing & Support Wall Bracing & Support 1-4 5-13 14-17 18-21 PVCC BLDG A102 Tl (#21-001.01) Calculations by NM fillSEMAN ROHY "L1""-:-'J">L E' ~l""E'"''-" '-., · l ~ , I'<,_, '~ l., r;. ,} PVCC BLDG A102 Tl WiSEMAN + ROHY Structural Engineers == Design Loads == Roof Loads @ Warehouse: PROJECT: PVCC (ltl)!,. A· 1-7· I LOCATION: Carlsbad, CA JOB NO"l7~013_:', ':_~ Date: 2/9/2021 Material Sub-Purlins Joists Girders Seismic Wind Uplift 4-Ply Cap Sht (w/o Gravell 2.5 Re-Roof 2.0 1/2" Ply 1.7 2x4 Sub-Purlins @ 24" o.c. 0.6 Insulation 1.0 Sprinklers . Mech.&Elect. 0.5 O.W.S Joists (8'-0") . O.W.S Girders . Misc. 1.7 75% Solar Panels (4psf) . Total 10.0 Live Loads (Reducible): 20 -----~~ -~~' Roof Loads@ Office: Material Sub-Purlins 4-Ply Cap Sht (w/o Gravel) 2.5 Re-Roof 2.0 1/2" Ply 1.7 2x6 Sub-Purlins /OJ 24" o.c. 1.0 Insulation 1.0 Sprinklers . Mech.&Elect. 1.0 O.W.S Joists (8'-0") . O.W.S Girders . Ceiling . Misc. 1.8 Partitions . 75% Solar Panels ( 4psf) . Total < _11,:!l -. _, Live Loads (Reducible): 20 __ 2.5 2.0 1.7 0.6 1.0 1.5 0.5 1.8 . 1.4 . 13.0 16 Joists 2.5 2.0 1.7 1.0 1.0 1.5 1.0 2.0 . 2.8 1.5 . . 17.0 16 2.5 2.0 1.7 0.6 1.0 1.5 0.5 1.8 1.0 1.4 . 14.0 12 Girders 2.5 2.0 1.7 1.0 1.0 1.5 1.0 2.0 1.5 2.8 1.0 . . 18.0 12 2.5 2.0 1.7 0.6 1.0 1.5 0.5 1,8 1.0 1.4 3.0 17.0 Seismic 2.5 2.0 1.7 1.0 1.0 1.5 1.0 2.0 1.5 2.0 0.8 5.0 3.0 25.0 psf psf psf psf PVCC BLDG A 102 Tl (#21-001.01) Calculations by NM Per Original Job 17-013 DESIGN CRITERIA 1. VERTICAL LOADS: A. DEAD LOADS: ROOF ......................................................... 13 PSF (WAREHOUSE) 17 PSF (OFFICE) B. LIVE LOADS: REDUCIBLE UNLESS NOTES OTHERWISE ROOF (FLAT) .................................................. 20 PSF FLOOR. ........................................................ 100 PSF (REDUCIBLE) 2. LATERAL LOADS: A. WIND: PER ACSE 7-10 (!BC 2012) BASIC WIND SPEED-3 SECOND GUST (V3s) ....... 110MPH TOPOGRAPHIC FACTOR (Kzt) ..................... 1.0 RISK CATEGORY ................................................ 11 EXPOSURE CATEGORY .............................. C ENCLOSURE CLASSIFICATION ......................... ENCLOSED B. SEISMIC: PER ASCE 7-10 (IBC 2012) OCCUPANCY CATEGORY ............................ 11 SEISMIC IMPORTANCE FACTOR (IE) ................. 1.0 RHO (N-S) ............................................................... 1.0 RHO (E-W)................... .. ......................... 1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS SS= 1.039 G S1=0404G SITE CLASS: .................................................. C SPECTRAL RESPONSE COEFFICIENTS: ··-Sc!s= 0.693-G. . -> Sd1= 0.376 G SEISMIC DESIGN CATEGORY: ........................ D RESPONSE MODIFICATION FACTOR: ................ R=4.0 (INTERMEDIATE PRECAST SHEARWALLS) R=3.25 (ORDINARY STEEL BRACED FRAMES) SEISMIC FORCE RESISTING SYSTEM: INTERMEDIATE PRECAST SHEARWALLS & ORDINARY STEEL BRACED FRAMES ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE SEISMIC RESPONSE COEFFICIENT (CS) ........... 0.173 (INT. PRECAST SHEARWALLS) 0.213 (ORDINARY STEEL BRACED FRAMES) SHEARWALLS: V= cs· W = 0.173 W (STRENGTH), (INT. PRECAST SHEARWALLS) 0.213 W (STRENGTH). (ORDINARY STEEL BRACED FRAMES) V= cs· W 11.4 = 0.124 W (ASD), (INT. PRECAST SHEARWALLS) 0.152 W (ASD), (ORDINARY STEEL BRACED FRAMES) 3 PNPM: Approver DRAWN BY.: Author JOB NO.: 17013.00 SHEET BLDG. A S0.1 PVCC BLDG A 102 Tl (#21-001.01) Calculations by NM Per Original Job 17-013 OPEN WEB JOIST & GIRDER DESIGN LOADS NET UPLIFT = 16.3 FSF {TYF. JOIST, ASD) = 20.4 FSF (< 15FT. FROM BLDG. EDGE, ASD) NET UPLIFT = 15.6 FSF (TYF. GIRDER, ASD) = 1'1.2 FSF (< 15FT. FROl-1 BLDG. EDGE, ASD) DEAD LOAD = 13 FSF (11 FSF@ SHADED ROOF AREAS) ROOF LIVE LOAD = 20 FSF (REDUCIBLE) JOIST LOADING= TOTAL LOAD/LIVE LOAD (INCLUDES JOIST DL) GIRDER LOADING= DEAD LOAD/ LIVE LOAD {INCLUDES GIRDER DL) TL DEFL. MAX. = L/180 LL DEFL. MAX. = L/240 SEE FRAMING FLAN FOR JOISTS/GIRDERS V'llTH AXIAL LOADS IN TOP CHORDS DUE TO LATERAL LOADS. NQTES: 1. GIRDER PANEL POINT LOADS INCLUDE JOIST/GIRDER SELF V'lEIGHT, AND MECHANICAL UNITS. SEE PLANS FOR ADDITIONAL CONCENTRATED PANEL POINT LOADS. 2. LOADS DO NOT INCLUDE SPRINKLER LINES GREATER THAN 3" DIA COOR.DINA TE LOCATION 4 V'lEIGHT OF LARGER LINES V'llTH CONTRACTOR. • >. 3. ~Qt?IA!2Ql,.Q6!2 SHALL B(29~n &,T ANY ONE PANEL POINT. (1000# @ SHADED ROOF AREASJ:' •.. 4. 6:.IRD~.t,QDJ,Q.@ SHALL BEQOOO#;T ANY ONE PANEL POINT. 5. AL. = AXIAL LOAD {V'lORKING STRi:Ss,) AND DOES INCLUDE 1.4 FACTOR PER ASCE1 SECTION 12.11.2.2.2 6. ALTERNATE LOAD COMBINATIONS PER CBC 1605.3.2 V'lERE USED TO DETERMINE Jt-llND UPLIFT. PA/PM: Approver DRAWN BY.: Author JOB NO .. 17013.00 SHEET BLDG. A S0.3 4 PVCC BLDG A102 Tl (#21-001.01) Calculations by NM 5 PVCC BLDG A 102 Tl 6 Unit Report For 4T Project: PVCC A 102 Preoared Bv: 02/0912021 02:52PM HP-A1 Unit Parameters Unit Model: . 50GCQM0SA1A6-0A0A0 Unit Size: 05 (4 Tons) Volts-Phase-Hertz: .460-3-60 Heating Type: Heat Pump Duct Cfg: Vertical Supply/ Vertical Return Two Stage Cooling Models Lines and Filters Return Air Filter Type:. Return Air Filter Quantity:_ Return Air Filter Size: Unit Configuration Direct Drive ~ EcoB!ue ~ Standard Static Al/Cu -Al/Cu Throwaway 4 16x16x2 Base controls set up for field installed air management device Standard Packaging Warranty Information 5-Year compressor parts (STD.) 1-Year parts (STD.) Dimensions (ft. in.) & Weight (lb.)"* Unit Length: 6' 2.375" Unit Width: _ 3' 10.625" Unit Height: ·•· Total Operating Weight: .. 3' 5.375" 590 lb ••• Weights and Dimensions are appro)(!rnate. Weight does not include unit packaging. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. w/ Micrometl Roof Curb: +87 lb w/ Micrometl OSA Hood: +12 lb ?00#max curb per manufacturer No optional warranties were selected. ., NOTE: Please see Warranty Catalog 500-089 for explanation of policies and orderi~;,:;;th~d';[~;;'"-L.?J-Jt.Av~:'> Ordering Information Part Number Description Quantitv 50GCQM05A 1A6-0A0A0 Rooftoo Unit 1 Base Unit None Packaged Rooftop Builder 1.56 Page 3 of 15 l ~MicroMetl Date: Weight: 871bs (US) ..,;:1.46kg (Metric) PartNumber. CRBK-SRT12GA-1 111 ~ RTU: Submitted to: I Approved by: I Notes: Knockdown Structurally Calculate-d Curb -11 Inches Tall Non Insulated Full Perimeter Knockdown Structurally Calculated Curb, California State Standard, High Seismic Criteria, Includes Hold-Down Brackets. "Structurally" Stamped By A Professional Engineer, Without Pitch, Insulated Deck Pan If Applicable, ~ Includes Wood Nailer & Hold Down Brackets. Meets Seismic Requirements for 2019 CBC & 2018 !BC. Wind Design Criteria: 60 Foot Tall Building MaximumB Exposure C, 155 MPH -3 Second Gust Speed, Risk Category Ill & IV. ~ •osae · fOPO.D ~1ft',Ki Qf$1(",N CBrrEBl~ -S.•2.50 ·F••1,2 ~~~tQfi.ftNa&tffif~w. • El'.POSURE C • 155 MPH. )-SECOND GUST WIND SPEED • RISK CATEGORY 111 & N ~,'l\'t~ltt~?bt~~~ , (0) MICROHOI.DS PER SHORT SIDE ll'tcl l'AJ,1£,""P_!11!(1(1UCi' o,nf"ll ...,TM:IUDP ~Tl*.Mlf;U-~,ct HOl-lt ~ MicroMetl Corporation 1,813 'OMO.O. 14 GA MICROt!OI.D ATTACH TO CURB WI TEJ3Jt~~~- SECURETOUNITWI H--1.750 f f't,.m 8.000 11.000 ·1_ ~1.813 CURB END DETAIL KNOCK DOWN CURB CORNER DETAIL ,lJ ih~i~ CURBENDSANDSIOES~ ARE ATTACHED WllHTABS ~ !I" 18 GA CURB FRAME 11" 18 GACUR6FAAME 14· 11$ GA CURB FRAME· [:~~;J~i==l!t~T ]f!EJ · · ~ STRUCTURALLY CALCULATED KHOCK DOWN CUR.8 MAX UfffT W!IGtfT 1ott lbs. R'.1$M11C~ :iiih.ne·tiijc JndlMlltpolls, IN.: {MIO) "2--#D ,S;Mrll~ NV. (6JXI) IU-4"2 LongWfllf. TX.(ll13J~•oo OAAWfl BY."' I DATE """"'21>19 MEETS SEJSMK: REOOfAEMEHT& FOR 2019 CBC I 2011 l■C M£ET$ REOUl~EMENTS ,011 1SSMPH. to· BUIUHNG HEIGHT MAX. 3 SEC. GUST, EXP C fllJhS~'f CVFUI~ DEAM--4 (12)"3071f70VI.. BO~TS, WI WASHER CENTERED ONFI.ANGE ta~=me (2)EAC11COIINE>< o • T c•,S- ~. BEAM~ !'>OL~ Fl\.lET WELDS PERMITIED TO BE USED IN Pl.ACE OF EACH l!Ol.T INDICATED 8Y THE STE.EtATT~DETM.. EOUIIU. V SPAC£1) ~ 13<)11<••3"SIMPSONS05WI WASHER. C£NTER£0 ON I \ r.1""9!EAC~SKl£ ••l"' !IEAM .~=~ICE I c•l• (12) A.!071/"r' DtA.. AOl.TS. CURS WI WASHEA CENTE,RB) ONl'U\NGE ~ EACH LONG SIOE EACH SHORT SIDE. CACH COl<Nl:R BEAM ••2' c•r ~~Cfffff;J;~ THIC/(NCSSJ ~ .... UIN EOG£ OJSTIWCE. 3-~'"EMBEOOEDJ g~J'=: ~E. g• MIHIMUN SPACING "! CACH lONO S,OC {I EACH SHORT SIDE 12 EACH CORNER .... 1-.:••· =ffl:,;;('./ ..... ,. ,. .750-H T- 4.625 l I /~6 1--2.935 --f--l MICROHOLD DETAIL UNIT TO CURB ATTACHMENT DETAIL BJ~ :Z0tt0065 #12 TEK SCREW MICROHOlD ·CURB Tho ~ Is n. Pr~t)o Of MiQoMvtl Corpor•IUI Am ts ClieMted Upon The &pus Co,diltart 'fhl:t T'ne ContMl!tt Wil No< Se o.sdoMo Of VMd Wtthout Hc::rot-A."'• Wrili.w, Cot,-nt. I ---· · · I -.....R-lhoR,gNTo°'""""""" OrCN,,goAINtyT..-,.-&Deoogn•W-Any,_""""'"90t,6gauo,-.. PageRevist00 0001A lndianapolis_3035 N. Shadeland Ave., Indianapolis. IN 46226_800.MMC.HVAC •• Sparks_905 Southern Way, Sparks, NV 89431_800,884.4MMC •• Long11iew_201 Kodak Blvd., Longview, TX 75602_903.248.4800 Certified Drawing for 4T Project: PVCC A102 02/09/2021 I Prepared By: 02:52PMt <J I~ A~ < ~ (") ... 1($ , f:Kf'slo::c"1~ ~;d~~H,s~orrs101s l. s COtlt Of ctmn ) • JlllCllOlf Of AU rLOI •. (:J @ All ll[t DtA•N USIIIG lU ANGLI • l·ll◄ 115) t LfFT Packaged Rooftop Builder 1.56 uiiTT, 'mco,11 i ~11,i:: ))-l/8 CUil [CODllU lt00II 10,1J01JtU ~ tllll ·-" n fJl ,won OI Ill: CUWft, co-niot.s~·--"* OJ UU,f .... ,-.s M' ••u11 , ..:c•1n "'" :s •u ntu .,_ TM su•tu CWITICili tea m aunnt t.Uf "•caw..llCt 01 , .. , Ill( tk'rritn •ttl llOI ll ~on.est• ot tlSll t«.ltTUitl Of tonu,1 flltr.1111 Wtni. (.ffMlff, c01111ct1r0Jj sun • I I Jlt' USI DU rtUC f"'(M"[t Sl"H IICU t• 15tl tlU POf(I SJr,LJ HOClOUl c !, rn· ,,.1 or, ~11<£ •«m ""' P Ill' 1111 OIA r1no COOIIOt •11111(; IIU c 11•·-u ,,r couuurc cuu ' (") 8 CD :-->r oo -= (j) ~ 0 r-> ::j ~ !liW l~_J , ;, t d -. 1,2=?-.·-·;· _mt .. "-~ -... Ir . II UOJI G f2 uz • uo DIA ,o,u suttu noc•~o,n lttlU-lK[ ·tlU( CIUJT nttU MOLES 1(®11(0 ro1 U-5[ \ 4◄·111 l11ltJ 11\it • 14•1/Z 1l:·11l 11·112 OHJ U11J lllll ll·1/S IIIIJ ll·llt L £]11) 11·)11 TOP 1•nJ £CTIICAl\ istOll[Ct ~ . . ,.Afltw 1 O,TJ0Ul-1 UCTORt !,G . . . oi:~~}~~ l J i CO,TIOI elll .ICC(SS ,AIICL 111>001 9lCW£R ACC(U 11•1/t (0 41 t --, -' L •~. I ,lf.tA >< I I J --I 1-----------lMI& ----------' fllftl FRONT llC Cl.USlrJOtiON U.S. [CCN:XSR srur- _!_J)£__)_ ---rar- ~&/IS/1! ~,.. t2Hl l[TUJti ro1,,· l 21-111 StJJ"lY l&•S/1 f1.tll '11 11151 1·1H t1Sll l-11' Ill I All tlOll/ottr,'l coar lGVIIA t !Ori • SUPl"l l All IIOIIIOMIAL CO!l.r IGtJI.A J IOM C STO COtirJ[UAll HAIi f J '. z .. .. Cftl'llPIIDIUot, GHUD lMtCJDO •ur 1ro·1 IQ.£ COIOIIJ SU( OS( .sun ntu., 111· 11SV Ht• ll2.l1 112· Z,V 111• tU.21 1,,. Pootl J 111• Ul .11 lltUHI 112" rPI , .. 1 111• Ul.&J roa ·1-,1H11E·1An,,-.· ucron o,uo, . rtrtJ~S rot OHlt •• ,. l l UC l"IO'tJOID SflfCT OTWtll J/t' Cl 1/Z4 r01 l'Ol[I, DC>l>OIK 1111 SU[ $11[ IOOl,l,SI ,rovIO!S )14' r,r ™" (ltlS rL,IJGE, fltl(lli. r ,,.,,. UHJ j 1m -\ Led , l )·)It IHU wficffir u-11• Utll )) ltHJ Alt • SUL'tLT vom,t COlfflGURATTOM RIGHT S·lH (1dl -......... ...., • IUOO(!IIC 1£LJtr flOI t l(JUN "' VUTJC,.t CDllf lGUiA tlOII ~OGCO 04-01 SINGH PACKAGE H[AT PU~P '8TCOOlJS1 ~~$JD(; m (") Ql 0 C ~ er :, en a '< z s:: CD Page 4 of 15 PVCC BLDG A102 Tl 9 Unit Report For 2.5T HP-A2 Unit Parameters Unit Model: ... 50VR-C30-3-TP Unit Size:......................... .30 (2-1/2 Tons) Volts-Phase-Hertz: ................................................. .208-1-60 Heating Type:...... .... ......... . ............... Heat Pump Duct Cfg:....... . ...... .Vertical Supply / Vertical Return Unit Configuration Tin-Plated Indoor Coil Hairpins Warranty Information 1 year warranty on parts 5 year w arranty on compressor nal warranties were selected. Dimensions (ft. in.) & Weight (lb.)••• Unit Length:................ . .......... 4' 0.1875" Unit Width: ................................................... 2' 8.625" Unit Helght: ............................................................. --4' 3.75" 02/09/2021 02:52PM "' Weights and Dimensions are approximate. Weight does not include roof curbs, unit packaging, field Installed accessories or factory installed options. Approximate dimensions are provided prtmarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Total Operating Weight: ............................................ 399 lb w/ Canfab Roof Curb: +80 lb w/ Canfab OSA Hood: +10 lb I I\ No optio NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering m !thods. Ordering Information Part Number Description Quantity 50VR-C30--3-TP Rooftop Unit 1 Base Unit Tin-Plated Indoor Coil Hairpins / 500# ---~ I curb per '-- ~ manufacturer ) ~ Packaged Rooftop Builder 1.56 Page 11 of 15 (#21-001.01) Calculations by NM WISEMAN + ROHY STRUCTURAL ENGINEERS IV BY NM DATE 2..-1 D PROJECT _ __._P..,._V..,,.C...,.G.__B ... \..,..Q"'-'2"""-.:;;.;P.,.__--='2.'---"'f:....ll __ _ ~EflNQ ___ Of ___ _ JOB NO. 2i-Cpl •Q \ t'\ 'i:.u-\ fld'J \ CAL ~ Ctt>-.t-Jl IN l:r vbas -r CAS.£ 1-\F-A\ ·. 700~ w/ C,VR.'o -\ 1/e 'Pl. ON :>"''< D~ • z.. Pv<t_u..i (61 \.O"-it>) L, 11A::. f'1->' X 5x:; 'qoo--1.is • l. s "-6,I{ /1z'i'H ><\.I'S :: i2b$1-f-C l:)-+-'1t,._~ Mr;,:;. 21 .:i<3lj>S~ .. 83/a .... 8& xe';~ ::(,:,72 u-FT lo;.< ½ Vo.. .. r:·.,, · 1/i bd :: ,~"' ,.i.s ... i .s,d,-~ k; ~J :; 131 2. ~ .1)~12.,. ~ Vp :. (2' -;.~1 ~ a+ ero)/ z.. ., ~1. .tt ✓ o~ ,Ap4 \,. .:. Sw" '1/~"fe.C -1 Pt..3/"lett. A p.'--~ 5 · ~2 {8·11.)l./ 38~. 1 .b ,10"' · 8.1 ~ 88 · (8 · r2.Y/ II'~· U .. • 10°, 8 .Cf ,. ~ '-1 J bo,1,1..-::.0.o~+D.\!~ 9 is-es "K USE 2-'A34' HGR EA END: f.l )C '-I ,;: (Ui..fl.\1tl(, Foll 1tJi"E.<tME.Ol/1"t€ 'S"PPo~i" /,,u (?Z,vil) ~-',i 1\bJL 1<1w&J .1e•r~:o110" ·•• ••a.•••tS~ /4.,,: ( 1,t=,r oa..si) 4 't 11' U"50 m PtlA.1 o 1~ IP&r ( >410 'k r,.1p; £\M Ill Pr ·er>) I 1'\)0tt~-r l.A-S~ s0i~ ti.DP t..C¥)J:) •• Y-, :Pt. :: 11s it " soou-.,,, """ Won!>r (.~'ii€, ,1/U)~Q., ADO U,AO '. rie;o~ .t:. 2C,O(J,IJ 14..t 400# X 2 = 800# OK _VISEMAN -+ROHY RUCTURAL ENGI NEERS JOIST AND BEAM DESIGN TABLE Units: lb-ft & lb (2018 IBC / 2019 CBC/ 2018 NOS) v3.1 Units: @ Lb -Ft & Lb Q K-in &Kip PROJECT: PVCC BLDG A-2 Tl LOCATION: Carlsbad JOB NO: 21-001.01 Based On : 2019 CBC (2018 NOS) C, = 1.15 (repetitive member factor) F v = 180 psi (for light Framing and Joists & Planks) Wood: Douglas-Fir/larch E = 1,700,000 psi (#1 light Framing) Fv = 170 psi (for Beams & Stringers and Posts & Timbers) E = 1,600,000 psi (#2 Joists & Planks, #1 Beams & Stringers. #1 Posts & Timbers) •· FLOOR--•· ROOF -- --u ~< ..... (") ' :;...; ~ CD ---"r co ~ G) ~ ~ :::! MEMBER: SIZE: (35 PCF) PROPERTIES: BENDING STRESS: (Lb-ft & Lb) Co= 1.00 (Lb-ft & Lb) C0 = 1.25 Nominal Grade Type B (In) D (in) PLF A(in"2) S(in"3l l(in"4) fb(psi) CF Fb X CF Mmax Mmax(rep) 2x4 #1 LF 1.5 3.50 1.3 5.3 3.1 5.4 1000 1.50 1500 383 440 2x6 #2 JP 1.5 5.50 2.0 8.3 7.6 20.8 900 1.30 11 70 737 848 2x8 #2 JP 1.5 7.25 2.6 10.9 13.1 47.6 900 1.20 1080 1183 1360 2x10 #2 JP 1.5 9.25 3.4 13.9 21.4 98.9 900 1.10 990 1765 2030 2x12 #2 JP 1.5 11 .25 4.1 16.9 31.6 178.0 900 1.00 900 2373 2729 2x14 #2 JP 1.5 13.25 4.8 19.9 43.9 290.8 900 0.90 810 2963 3407 ---- ! _4,x4_ •. ) #1 LF 3.5 3.50 3.0 12.3 7.1 12.5 1000 1.50 1500 893 1027 4x6 #1 JP 3.5 5.50 4.7 19.3 17.6 48.5 1000 1.30 1300 1912 2199 4x8 #1 JP 3.5 7.25 6.2 25.4 30.7 111.1 1000 1.30 1300 3322 3820 4x10 #1 JP 3.5 9.25 7.9 32.4 49.9 230.8 1000 1.20 1200 4991 5740 4x12 #1 JP 3.5 11 .25 9.6 39.4 73.8 415.3 1000 1.10 1100 6768 7783 4x14 #1 JP 3.5 13.25 11.3 46.4 102.4 678.5 1000 1.00 1000 8534 9814 6x4* #1 JP 5.5 3.50 4.7 19.3 11.2 19.7 1000 1.05 1050 983 (not allowed) 6x6 #1 PT 5.5 5.50 7.4 30.3 27.7 76.3 1200 1.00 1200 2773 (not allowed) 6x8 #1 PT 5.5 7.50 10.0 41 .3 51.6 193.4 1200 1.00 1200 5156 (not allowed) 6x10 #1 BS 5.5 9.50 12.7 52.3 82.7 393.0 1350 1.00 1350 9307 {not allowed) 6x12 #1 BS 5.5 11.50 15.4 63.3 121.2 697.1 1350 1.00 1350 13638 (not allowed} NOTES: • Flat Use Member Design factor (C1u) used for 6x4 instead of Size Factor (CF) Based on fully restrained compression flanges and ends have lateral restraint ro prevent rotation (CL = 1.0) 2019 CBC -Joists DFl Vmax 630 990 1305 1665 2025 2385 1470 ◄ 2310 3045 3885 4725 5565 2310 3428 4675 5922 7168 Mmax Mmax(rep} Vmax 479 551 788 922 1060 1238 1478 1700 1631 2206 2537 2dB1 (') 2966 341 1 2~1 3703 4258 2~1 "' ..,. -----r::-,..< "'th' .. n~ &.o ()~ ,,-, 1117 1285 18%8 2390 2749 4152 4775 6239 7175 8459 9728 10668 12268 1228 (not allowed) 3466 (not allowed) 6445 (not allowed} 11634 (not allowed) 17048 {not allowed) 2888 3806 4856 5906 6956 2888 4285 5844 7402 8960 ..... ..... L fNGINEERS E~Jli'~lb~~'§b1~NCHORAGE (2018 IBC / 2019 CBC I ASCE 7-16) Version 3.0 PROJECT: PVCC BLDG A-2 Tl 12 LOCATION: Carlsbad JOB NO: 21-001.01 2/10/2021 12: 19: 13 EQUIPMENT ANCHORAGE PER ASCE 7-1613.3.1 aP = 2.5 Equipment Weight= 602 lb Length (long side)(@ anchors)= 48 in Rp = 6.0 Curb Weight= 87 lb Width (short side)(@ anchors)= 36 in Oo= 1.0 Total Weight= 689 lb (Wp) Sos= 0.693 # Anchors on long side (10 max) = 3 10 = 1.0 Top of Curb to COG" 21 in # Anchors on short side (8 max) = ( z= 36.5 ft (equip ht) Curb Height = 14 in h= 36.5 rt (roof ht) Total Ht to COG = 35 in (HT) (not counting comers at short sides) (5'€ t•-i" o<.. Total Anchor Points = 8 Horizontal Component (LRFD) ~,....i F PA= 0.4 (;:) (!p)(S0s)(Wp) ( 1 + 2 ~) = F0, MIN= 0,3 (Sos) (Ip) (Wp) = F px MAX = 1.6 (Sos) (Ip) (W p) = 0.347 Wp 0.208 Wp 1.109 Wp Anchor Layout 84 60 · 36 ]2 • ---•--··--·--•-,--+-~~ ~--.-·:-. ...... -~---._- ·120 -96 . .72 ·48 -24 -12 .24 48 72. 96 120 • • Vertical Component (LRFD) -36 0.1386 WP -60 -84 Anchorage Calculations: Strength Level Forces: ASD Level Forces: Mor= 0.347 WP = 0.139 WP = Critical Angle = 238.7 lb 95.5 lb 0 degrees F P• • HT = 8356 lb-in Fpx= Fp,= Mor= 0.243 WP = 167.1 lb 0.097 Wp = 66.8 lb Critical Angle = 0 degrees FP• •HT= 5849 lb-in MR= (0.9-Fp,) •WP • L. = 9443 lb-in (at critical angle) MR= (0.6-Fp,)•wp •L, = 6238 lb-in (at critical angle) 0 lb-in (at critical angle} MNer= (Mor· MR) = 0 lb-in (at critical angle) T = ,i;i-. .J>--..Jlt:!:enslon / Anchor (worst case anchor) .J.,.s~-1b--T.e ion I Anchor (worst case anchor) 30 lb hear f Anchor (all equal) ~oC::,___::__, lb Shear Anchor (all equal) ~lo.( f~fL. NP~ c o1'4NEC-:or,__ NOTES: -This spreadsheet checks all angles (0 deg -90 deg) for each bolt arrangement Forces given are for the worst-case angle. -Angles are measured up from the horizontal line in the diagram above through the center of the unit (0 deg = right, 90 deg = up). -Attachment to concrete or masonry shall use Omega unless governed by a ductile shear or tensile failure. -If equipment is mounted on vibration isolators with the clearance from equipment to frame > 0.25 inch use 2Fp (double Sds). -Lx is the distance to the farthest anchor measured perpendicularly from the angled line of rotation. Y:\Projects\21\21-001.01 PVCC Bldg A-2 Tl\1-Calcs\l-Mechanical\2019 CBC· Mechanical Anchorage 2/10/2021 PVCC BLDG A102 Tl Connection Calculator (#21-001.01) .. , .... Design Method Ii Allowable Stress Design (ASD) V 13 Connection Typell Lateral loading v i Fastener Type II Wood Screw v i Loading ScenarioJI Single Shear v i I Main Member TypeJI Douglas Fir-Larch v i I Main Member TbicknessJI 2.5 in. v i Main Member: Angle o:·11I Load to Grain O ii I Side Member Typell Steel v j I Side Member Thickness II 20 gage v i Side Member: Angle o~III Load to Grain O I Wood Screw Number!I 10 (D = 0.19 in.) v i Lengtbll 2 in. v i Load Duration Factorll C __ D = 1.6 v i Wet Service Factorll C_M = 1.0 v i End Gruin Factor!! C_eg = 1.0 v i Temperature Factorll C_t = 1.0 v i Connection Yield Modes I Im 111010 lbs. I I Is 11246 lbs. I I 11 11410 lbs. I I lllm 11433 lbs. I I ms Jlt81 lbs. I I IV less lbs. I -----oK ro(L ~\o .,_ '2 ,. -ef II Adjusted ASD Capacif.y 50±~ ) II $" Ut.€....)S r;:o~ l'"\~(.yll. A..-..\tV\of..A-C.. '--• Wood Screw bending yield strength of 80000 psi is assumed. • Dowel bearing strengths for wood screws with nominal diameter greater than 1/4 in. are calculated and rounded to the nearest 50 psi in accordance witll NDS Table 11 .3.2. • Length of tapered tip is assumed to be two times the nominal wood screw diameter for calculating dowel bearing length in the main member. • ASTM A36 Steel is assumed for steel side members 1/4 in. thick, and ASTM A653 Grade 33 Steel is assumed for steel side members less than 1/4 in. thick. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-att, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. https:/,'ww>N.awc.org/calculators/connectioncalc. 160106/ccstyle.asp?design _ method=ASD&connection _type=Lateral+loading&f astener _ types=Wood+... 1 /2 PVCC BLDG A 102 Tl (#21-001.01) Calculations by NM 14 Ceiling Framing & SllllllJII mJII I;;: WISEMAN -l ROHY -~RUCTURAl ENGINEERS BY PVCC BLDG A 102 Tl (#21-001.01) Calculations by NM WISEMAN+ ROHY STRUC.TURAL ENGINEERS DATE Z--lt) PROJECT 'P-JC.c. f3t..DC:. l!.-2. 1'1 _w,ipD,E5SIW 4'>"f~t~ ~(L ~V§PG'..N\:>E:P C,<..I U w <... .. IOTA!.. !-v1' : 2 . 8 fSF -r I. 2 ::: 'i .Of Sf _., M 1,.,J ,,J ~c{ .,.. r T~M.\O MIS(., ~ i161l.1 ~'1 A·'--· !..Oi:). D TAI,{~~ F.:. 'f W 1Q.~ J o--< SHEET NO. ___ OF ___ _ JOB NO. ZI -001 , 0 I t_. i'fN CoMf" 51\)P::) @ ,,' oc.. _.. Pc A~t>) ~ 12-' 1' I '2..\ ,. D. SSlf~ ::: a:) U: Ls,. Lb:.. 3". s' -11' ~ 2.s .s' l.., IJS£. PVCC BLDG A 102 Tl ~--1•#2·1--001-:01'1-------------{;gleulations-by-NM-------·------ T-lf'u.0.,1.... Column: M1 -::_:::-_ COMp S'fQ;.n Shap~sos 162?:=:> Materi~SS-c;-f33 Length: 25.5 ft I Joint: N1 J Joint: N2 LC 1: E Code Check: ~ending) Report Based anioo"'Sections .359 at Oft 80 at Oft A lb v ------------lb fa ksi fc ------------ksi M ------------lb-ft ft ------------ksi D ------------in A/SI S100-16: ASD Code Check Max Bending Chee~ Max Shear Check Location 0.000 Location O ft Equation H1.2-1 Gov.0 Equation F2/F3 R (16.2.1) Fy Pn/n Tn/n Mn/n Vn/n Cb Not Used 33 ksi 131.803 lb 4406.587 lb 31.401 lb-ft 975.297 lb 1 Max Defl Ratio 0 ft L/10000 OU1 -~ ~-Lb C25 5 -~ A eff. (Fy) A eff. (Fn) lyeff. KL/r 489.908 298.085 L Comp Flange 25.5 ft Sy eff. (L) Sy eff. (R) lz eff. Sz eff. (T) Sz eff. (B) .19 in"2 .223 in"2 .087 in"4 .139in"3 .087 in"3 .235 in"4 .188 ln"3 .188 in113 16 Calculations py NM WISEMAN+ ROHY STRUCTURAL ENGINEERS BY NM DATE i-\Q PROJECT Pvu::.. 81..:i,r,. & ... 1,, ii SHEET NO. ___ OF ___ _ JOB NO. 2 I -co,, l"i re,__~: t.t>ps<' + ,.Spsr:--t ;.c, t-05 ~ 5.BJ>s~ vse 1,:,/'~r & 'fr' J!JMIIO ,I: /'II SC.. ll,/$f.tt,.,T16,./ ElliC t \.:t i.A. . ~ IJ$E 1'1'PICAI..-0€.TAlL. 'PttoY\l'>~D e, '1' $U.\J(.,-Vu,..J. OAAWINI!. S '--JJ c>Ea.. SSM.o. --rABl.h b fsf" 1 <-/z"fo ,ua.. PVCC BLDG A102 Tl (#21-001 .01) Calculations by NM 18 __________________ W_a_l_l_B_r_ac_. ,_·n~ 1§: WISEMAN +ROHY ~RUC TURAl ENGINEERS BY NM Calculations ~¥ NM WISEMAN + ROHY STRUCTURAL ENGINEERS DATE Z-\0 PROJECT ?✓C.C.. ~1.D"'-1>...-Z II SHEET NO. ___ OF ___ _ JOB NO. 2'l -c:ri\, \ C\ !~i'{.(2.\Dn.. f°A'2. 'f\"f\()N l S-l.lf.J:~f::!.. ½ 0.p :: I I ep ~ 1 'lz .', WollYI' CASE. ·. <.>,'i • l • o.b'\'!, • ~/1 ,S • O. SS'-\~ • Wp ~ 'fp ll.ll.~t>) ~ vJp .f! 2,.~fJSf' ; . \J~ 5"fSF f-\lN cASt>) W~u.. §h'.?€. Qf~9< 1..., 5"401" 'Ptt-l G) u/ oe,_ ~ IC.c-OR -17!;; 2--,. 1"11'0 I.( ,000 f>1 i coo.JC.. \.., VS£ \c-C pu4: Mlt-1 >IA\..\)£·. 1704f I..') G\ 1,-t\ " I,~ 3 a lt.3~ ~ 170 ~ j o-<. 4 PEJL s5r1A, c.o..rAI..O(, vb.. --zors~ / v~ ¢ ~e:.0 L:t Vo-; (~~4 ~ 2.o~J ct< ~ _J:>1t,'fS e!lAa <9e,'~o"oc. .J9 oK riY ,r.Jsru.:r,0...::,/ l. .n ,o wcoo 5U(.e;"' G, Pt.fl. ';';SMA C"'rTAt.Oe,. VA .~ 1.17,if / 5<.R..€v , , . ~ Pert · fJP5 (Ar'fAL~ v'A :. t ~( #/s(..e£,J ( z "€""6Eo) '--', VP:; 1'23 ti < /77-JI ..J eJJ< t...Q_"',) b,)Al...\.m _(Cl '~c,") fOI..) Bn..o.t.i..JC., Wot2.~-r lC..SE.. l..O~D ·• t\.S' ,. Sp~f /z.;;; 2.C\p~ {f)..":>t> ') U> us~ 2 :\ l2A.T10 o;:: e!U>l.£ l'\6..>t ls;> M~ l.. Ol= 13 i'it)..G~ ::; "!.O' 4, M~'l'-F◊CU::t: ::. -r»i.. ~ + !~l i:"' :. 3"5'2. .it:' I t!.R.._l.E. l"I~ L,, VP\..1t--r @ Q(b~ 0>< B~ INS~"'{ LJ:> v.s~ 400 S 2co -&8 t;;, \.l' -0 '1 ,:,~ 4> 1ME~<l-~ i"~ ; ?>Sl~ ..-, VS€. Z..-~ \0 'S'i''i ii: j o I< '$\,lE~ (9 lte::(>~ : '2.-~ 10...,, ¾rt• !.A)(OJ>1 i!'S''t t ~.f;E:\.. ✓ OK PVCC BLDG A102 Tl ·······(#21-001,01) ·-·----------~;;al€;wat18RS~NM---------------, Column: M1 t,.SAU., c;;(l,.t><l-G Shape: 550S162-43 Material: A653 SS Gr33 Length:C'JOti;> !Joint: ~ J Joint: N2 ,.._., LC1:ll -~ ..... ~ Code Check: ~(bending) Report Based On 100 Sections .83 at Oft 352 at Oft A lb V ------------lb fa ksi ·---------ksi M ------------lb-ft ft ------------ksi D ------------in A/SJ S100-16: ASD Code Check Max Bending Chee~ Location o ft Equation H1 .2-1 Gov.0 Equation F2/F3 Max Shear Check Location Max Defl Ratio 0.000 0 ft U10000 R (16.2.1) Fy Pn/n Tn/n Mn/n Vn/n Not Used 33 ksi 409.73 lb 8378.443 lb 65.571 lb-ft 1549.722 lb 1 ~lane ,!!tBla[l~A>' Lb C,~ ~..ft..) A eff. (Fy) KUr 41.04 170.965 A eff. (Fn) Cb 30 ft ~ .; r1c.,.~,;• T" .Sec.r,o....:i W/ ~IO ~€-v G 2.' cc. lyeff. Sy eff. (L) Sy eff. (R) lz eff. Sz eff. (T) Sz eff. (B) .29 in"2 .424 in"2 .145 in"4 .333 in"3 .122in"3 1.88 in"4 .684 in"3 .684 in"3 20 ESRa>t~i.~cWme/y Accepted and Trusted (#21-001 .01) Calculations by NM Page 6 of 15 21 TABLE 3-ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO NORMALWEIGHT CONCRETE'·~,> FASTENER SHANK DIAMETER (inch) MINIMUM EMBEDMENT DEPTH (inches) Concrete Compressive Strength: Load Direction: (Blac~ Strip or Guidance Washer) (Whit~ Strip or Guidance Washer) _(?<-C2~8TH (Blat::K"vo11aled Strip or Guld~~ Washer) (W~~~trip or Guidance Washer) X-GN (except for X-GN 39) X-GN39 X-C39 G2 X-C 39 G3 X-GHP## X-P 17 G2, X-P 20 G2 X-P ##G3 X-P## 83 (X-C)l:#G2 (excepfior X-C 39 G2) X-C 36 83 (exc:~g;9 G3) 83 (exc p -C 36 B3) 0.138 0.138 0.138 0.138 0.118 0.101 0.118 0.108 0.118 f 1 ) r 1/ For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 lbf = 4.4 N. 2,000 psi Tension Shear 45 75 85 150 130 210 175 260 45 75 85 150 130 210 55 130 55 130 95 120 115 220 50 80 60 100 80 120 110 190 110 190 ALLOWABLE LOADS (lbf) ("" 4,000 psi . "'). 6,000 psi Tension IC Shear ·~ ~ Tension Shear 65 105 95 195 160 ( 200 .::> 105 270 270 290 165 325 270 360 60 105 90 130 290 90 100 200 90 95 120 115 220 50 80 60 100 50 120 50 90 110 110 190 110 110 190 'Fasteners must not be driven until the concrete has reached the designated minimum compressive strength, or the minimum compressive strength specified in the applicable code, whichever is greater. 'Concrete thickness must be a minimum of 3 times the embedment depth of the fastener. Fastener spacing must be a minimum of 4 inches and edge distance must be a minimum of 3 inches. 'The fasteners listed In the table above may be used for static load conditions and for the seismic load conditions described In Section 4.1.5, as applicable. The tabulated allowable loads apply to static load conditions. For seismic load conditions, the allowable loads must be limited in accordance with Section 4.1.5, Items 2 and 4, as applicable. OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID # ___________________ 1 PLAN CHECK # _________________ 1 Business Name No Tenant Project Address (include suite) 2810, suite A102 Mailing Address (include suite) 4275 Executive Square, Su11e 370 Project Contact Midiael Beadle Business Contact City La Jolla City La Jolla Applicant E-mail Michael. Beadle@ RyanCompan,es.com State CA Stale CA Telephone# Zip Code 92010 Zip Code 92037 Telephone# 612-239-5547 BP DATE APN# 209-120-25-00 Plan File# 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 follow·ing 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 11: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION HMD: If the answer to any of the questions is yes, applicant must contact the aunty o San Diego azardous Materials ivision, 5 00 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: UO/ e:.ue:. I Expected Date of Occupancy: N/ A □ CalARP Exempt 1 2. 3. 4. 5. 6. 7. 8. YES NO B m m D D (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? 1!) 0 Will your business store or handle carcinogens/reproductive toxins in any quantity? I!] Will your business use an existing or install an underground storage tank? El Will your business store or handle Regulated Substances (CalARP)? I!] Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? l!I 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). 02-'18.'2021 / Date Initials □ CalARP Required I Date Initials □ CalARP Complete 0?·1s,2021 / 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 i:l m ti El □ □ □ □ 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 2 IS YES) Based on the survey results, will the project disturb any asbestos containing material? If yes, a 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 th·Is form for typical equipment requiring an APCD permit. If yes, contact APCD prior to the issuance of a building permit. (ANSWER ONLY IF 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·. None-Vacant Suite Briefly describe proposed project: Placing in new full height dern1s1ng wall in existing warehouse I declare under penalty of perjury that to the best of my knowledge and belief tHe responses made herein are true and correct. I Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: _________________________________ _ BY DATE / / EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO* APCD COUNTY-HMO APCD COUNTY-HM□ APCD * A stamp In this box only exempts businesses from completing or updating a Hazardous Matenals Business Plan. Other permitting requirements may still apply HM-9171 (9/18) County of San Diego -DEH -Hazardous Materials Division ( City of Carlsbad DETERMINATION OF PROJECT'S SWPPP TIER LEVEL AND CONSTRUCTION THREAT LEVEL E-32 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov I'm applying for: □ Grading Permit Iii Building Permit □ Right-of-way permit □ Other Project Name: PVCC Building A Project ID: ~----DWG #/CB# ______ _ Address: 2810 Whiptail Loop W.Suite A102 __ APN 209-120-25-00 Disturbed Area: __ O,,_ __ Ac Section 1: Determination of Project's SWPPP Tier Level SWPPP (Check aoolicable criteria and circle the corresoondina SWPPP Tier Level, then ao to section 2) Tier Level Exemgt -No Threat Project Assessment Criteria My project is in a category of permit types exempt from City Construction SW PPP requirements. Provided B no significant grading proposed, pursuant to Table1, section 3.2.2 of Storm Water Standards, the followinq permits are exempt from SWPPP renuirements: ► Electrical ;► Patio ► Mobile Home ► Plumbing ► Spa (Factory-Made) ► Fire Sprinkler !► Mechanical ► Re-Roofing ► Sign ► Roof-Mounted Solar Array .... , ....................................................• ···············••••··························· ········•-····"····························· .................................................... ···························································································• Tier 3-Significant Threat Assessment Criteria (See Construction General Permit (CGP) Section I.B)' D My project includes construction or demolition activity that results in a land disturbance of equal to or greater than one acre including but not limited to clearing, grading, grubbing or excavation; or, D My project includes construction activity that results in land disturbance of less than one acre but the construction activity is part of a larger common plan of development or the sale of one or more acres of disturbed land surface or, D My Project is associated with construction activity related to residential, commercial, or industrial Tier 3 development on lands currently used for agriculture; or D My project is associated with construction activity associated with Linear Underground/overhead Projects (LUP) including but not limited to those activities necessary for installation of underground and overhead linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire, towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and associated ancillary facilities) and include but not limited to underground utility mark out, potholing, concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road, D tower footings/foundation, pavement repair or replacement, stockpile/borrow locations. Other per CG P Tier 2-Moderate Threat Assessment Criteria: My project does not meet any of the Significant Threat Assessment Criteria described above and meets one or more of the following criteria: D Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, D Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: Tier 2 • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 throuqh Apr. 30). Tier 1-Low Threat Assessment Criteria D My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt permit type per above and the project meets one or more of the following criteria: Tier 1 • results in some soil disturbance; and/or • includes outdoor construction activities (such as roof framing, saw cutting, equipment washing, material stockpilinq, vehicle fuelinq, waste stockcilinn) * Items listed are excerpt from CGP. CGP governs crrterra for triggers for Tier 3 SWPPP. Developer/owner shall confirm coverage under the current CGP and any amendments, revisions and reissuance thereof. E-32 Page 1 of 2 Rev. 2/16/16 SWPPP Section 2: Determination of Project's Construction Threat Level Tier (Check applicable criteria under the Tier Level as determined in section 1, circle Construction Level the corresponding Construction Threat Level, then complete the Threat Level signature block below) Exempt -Not Applicable -Exempt Tier 3 -High Construction Threat Assessment Criteria: My Project meets one or more of the following: 0 Project site is 50 acres or more and grading will occur during the rainy season 0 Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High 0 Soil at site is moderately to highly erosive (defined as having a predominance of soils Tier 3 with USDA-NRCS Erosion factors kl greater than or equal to 0.4) 0 Site slope is 5 to 1 or steeper 0 Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 -April 30). 0 Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 -Medium Construction Threat Assessment Criteria 0 All projects not meeting Tier 3 High Construction Threat Assessment Criteria Medium Tier 2 -High Construction Threat Assessment Criteria: My Project meets one or more of the following: 0 Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA 0 Soil at site is moderately to highly erosive (defined as having a predominance of soils High with USDA-NRCS Erosion factors k, greater than or equal to 0.4) Tier 2 0 Site slope is 5 to 1 or steeper 0 Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1-Apr. 30). 0 Owner/contractor received a Storm Water Notice of Violation within past two years 0 Site results in 10,000 sq. ft. or more of soil disturbance Tier 2 -Medium Construction Threat Assessment Criteria 0 My project does not meet Tier 2 High Threat Assessment Criteria listed above Medium Tier 1 Medium Construction Threat Assessment Criteria: My Project meets one or more of the following: 0 Owner/contractor received a Storm Water Notice of Violation within past two years Medium 0 Site results in 500 sq. ft. or more of soil disturbance Tier 1 0 Construction will be initiated during the rainy season or will extend into the rainy season (Oct.1-April 30) Tier 1 -Low Construction Threat Assessment Criteria 0 My project does not meet Tier 1 Medium Threat Assessment Criteria listed above Low I certify to the best of my knowledge that the above statements are true and correct. I will prepare and submit an appropriate tier level SWPPP as determined above prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards at all times during construction activities for the permit type(s) checked above. The City Engineer/Building Official may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher SWPPP Tier Level is warranted Owner/Owner's Authorized Agent Name Title: Director of Michael Beadle Construction City Concurrence Yes No (For City Use Only} Owner/Owner's Authorized Agent Signature Date: By ' -' 02/18/2021 Date ' \ t.,{) __ , .:,c..,.r-<-I Project ID: E-32 Page 2 of 2 Rev. 2/16/16 □ □ □ □ □ □ □ □ □ □ □ 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: 02/18/2021 Business Name: No Tenant --------------------- Street Address: 2810 Whiptail Loop W. Suite A102 Email Address: Michael.Beadle@RyanCompanies.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT (ON REVERSE SIDE CHECK TYPE OF BUSINESSi I e,/ I Check all below that are present at your facility: Acid Cleaning D Food Processing D Metal Powders Forming Assembly D Glass Manufacturing D Nutritional Supplement/Vitamin Automotive Repair D Industrial Laundry D Manufacturing Battery Manufacturing D Ink Manufacturing D Painting/Finishing Biofuel Manufacturing D Laboratory D Paint Manufacturing Biotech Laboratory 0 Machining/Milling D 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) Dental Offices D Metal Finishing D Porcelain Enameling D Dental Schools 0 Electroplating D Power Generation D Electro/ess Plating D Dental Clinics 0 Print Shop D Dry Cleaning D Anodizing D Research and Development □ Electrical Component 0 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-ray Processing D Manufacturing D Waste Treatment/Storage New Business? YesONoE] SIC Code(s) if known: Date operation began/will begin.: _______ _ Tenant Improvement? Yes[:]NoO If yes, briefly describe improvement. New 1,847 SF office improvement in vacant shell. New restroom and breakroom. Description of operations generating wastewater (discharged to sewer, hauled or evaporated): __________ ~ New restrooms, and break room with sink. N/A Estimated volume of industrial wastewater to be discharged (gal/ day) : ______________________ _ Listhazardouswastesgenerated(type/volume):_N_i_A ____________________________ _ Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? YesODate: ______ 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 □ Barber/Beauty Shops □ Business/Sales Offices □ Cleaning Services □ Carpet/Upholstery □ Childcare Facilities □ Churches □ Community Centers □ Consulting Services □ Contractors □ Counseling Services □ Educational Services (no auto repair/film □ Financial Institutions/Services □ Fitness Centers □ Gas Stations (no car wash/auto repair) □ Grocery Stores (no film developing) □ Residential based Businesses developing) □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Hotels/ Motels (no laundry) Laundromats Libraries Medical Offices (no x-ray developing) Mortuaries Museums Nail Salons Nursing Homes Office Buildings (no process flow) Optical Services Pest Control Services (no pesticide repackaging for sale) Pet Boarding/Grooming Facilities Postal Services (no car wash/auto repair) Public Storage Facilities Restaurants/Bars Retail/Wholesale Stores (no autorepair/film developing) Theaters (Movie/Live) CERTIFICATION STATEMENT I cert!(i· that rhe inf(;rmalion ahovc is true am/ co1Tcc! to !lu: hl.:'s! (~/'my knmrlcdge. Michael Beadle Michael Beadle Print Name ____________ _ 02/18/2021 Date: ____ _ Facility Contact Craig Hansen Sr. Property Manager Title: ______________ _ ENCINA WASTEWATER AUTHORITY 6200AVENIDA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinaipa.com Page 2 of 2 (city of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 Development Services Building Division 1635 Faraday Avenue 6 2021 ("_r_v -Os "'' , OF c,.,,, -, PURP E Du1u, 1,,,',,', :.''} This checklist is intended to assist building permit applicants identify which Climate Action Pia-~' (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool ,. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. ,. Details on CAP ordinance requirements are available on the city's website. ,. A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and download the latest form. Project Name/Building Permit No.: Tl 2810 Whiptail Loop W. BP No.: CB-CBC2021-0063 Property Address/APN: 281 O Whiptail Loop W., Suite 102, Carlsbad, CA 92010 / 209-120-25-00 Applicant Name/Co.: Michael Beadle/ Ryan Companies US, Inc. Applicant Address: 4275 Executive Square, Suite 370, La Jolla, CA 92037 Contact Phone: 619-239-5547 Contact Email: Contact information of person completing this checklist (if different than above): Name: Company name/address: Contact Phone: Contact Email: michael.beadle@ryancompanies.com Applicant Signature: _M=ic~h~a~e~l~B~e~a~d~le~---------Date: 3/18/2021 B-50 Page 1 of 6 Revised 08/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For alterations and additions to existing buildings, attach Building Permit Valuation worksheet. Building Permit Valuation (BPV) from worksheet: $,...:3c.:5..:.0:.:,o..:.oo::_ __ _ D Residential □ New construction □ Additions and alterations: □ BPV < $60,000 □ BPV-, $60,000 □ Electrical service panel upgrade only □ BPV -, $200,000 ~ Nonresidential □ New construction IXI Alterations: IXI BPV -, $200,000 or additions-, 1,000 square feet □ BPV-, $1,000,000 □ -, 2,000 sq. ft. new roof addition 1. Energy Efficiency A high-rise residential building is 4 or more stories, including a Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use I ~,3A, N/A 1A, 4A 1A, 4A' 118, 28, 38,4A N/A 4A 18,4A' 18, 28, 38, 48 and 5 18,5 18,28,5 28,5 All residential additions and alterations 1-2 family dwellings and townhouses with attached garages only 'Multi-family dwellings only where interior finishes are removed and significant site wcrk and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed Building alterations of-, 75% existing gross floor area 18 also applies if BPV-, $200,000 Please refer to Cansbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CAI.Green) for more information when completing this section. A D Residential addition or alteration ~ $60,000 building permtt valuation, See CMC section 18.30.190. Year Built Single-family Requirements □ Before 1978 Select one: □ Duct sealing □ Attic insulation □ Cool roof □ 1978 and later Select one: □ Lighting package □ Water heating Package □ Between 1978 and 1991 □ 1992 and later □ NIA ________ _ □ Exception: Home energy score~ 7 (attach cenification) Multi-family Requirements □ Attic insulation Select one: □ Duct sealina □ Attic insulation □ Cool roof Select one: □ Lighting package □ Water heating package B. 00 Nonresidential' new construction or alterations~ $200,000 building penntt valuation, or addttions ~ 1,000 square feel □ N/A Updated 8/15/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix AS, Division AS.2-Energy Efficiency. AS.203.1.1 Choose one: □ .1 Outdoor lighting □ .2 Warehouse dock seal doors □ .3 Restaurant service water heating (comply v.ith California Energy Code section 140.5, as amended) □ .4 Daylight design PAFs □ .5 Exhaust air heat recovery IXI NIA Shell conditions are all existing AS.203.1.2.1 Choose one as applicable: □ .95 Energy budget □ .90 Energy budget IXI NIA Shell conditions are all existing AS.211.1" □ On-site renewable energy IXI N/A Shell conditions are all existing AS.211.3" □ Green power (if offered by local utility provider, 50% minimum renewable sources) 1111 N/A alterations less than $1 000 000 AS.212.1 □ Elevators and escalators IX N/A no elevators or escalators AS.213.1 □ Steel framing 1111 NIA no structural steel framing • Includes hotels/motels and high-rise residential buildings .. For alterations~ $1,000,000 BP\/ and affecting > 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CMG 18.30.130 instead. 2. Photovoltaic; Systems A. D Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (2B below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(B) (high-rise residential) or 18.30.170(6) (low-rise residential), increase system size by .3kWdc if PVoflset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWic' sheets if necessary) Total System Size: kWic = (CFAx.572) / 1,000 + (1.15 x#d.u.) 'Formula calculation where CFA = conditional floor area, #du= number of dwellings per plan type If proposed syslem size is less than calculated size, please explain. Exception □ □ □ □ kWic B. D Nonresidential new construction or alterations .!$1,000,000 BPV and affecting ~75% existing floor area, or addition that increases roof area by ~2,000 square feet. Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hoteUmotel buildings. Choose one of the following methods: NI.A Tenant Improvement only ±1.800 SF □ Gross Floor Area (GFA) Method GFA: Min. System Size: k\M:Jc □ If< 10,000s.f. Enter: 5 k\M:Jc □ If" 1 O,OOOs.f. calculate: 15 k\M:Jc x (GFA/10,000) •• "Round building size factor to nearest tenth, and round system size to nearest whole number. □ Time-Dependent Valuation Method Updated 8/15/2019 3 City of Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use:•-______ x .80= Min. system size: ____ _ kV\/dc ... Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A D Residential and hotel/motel new construction Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section. □ For systems serving individual dwelling units choose one: □ Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) □ Heat pump water heater AND PV system .3 kWdc larger than required in CMG section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential) □ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher □ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Exception: □ For systems serving multiple dwelling units, install a central water-heating system with all of the following: □ Gas or propane water heating system □ Recirculation system per CMG 18.30.150(8) (high-rise residential, hotel/motel) or CMG 18.30.170(8) (low- rise residential) □ Solar water heating system that is either: □ .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recovery □ Exception: B. D Nonresidential new construction NIA Tenant Improvement only ±1,800 SF Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. □ Water heating system derives at least 40% of its energy from one of the following (attach documentation): □ Solar-thermal □ Photovoltaics □ Recovered energy □ Water heating system is (choose one): □ Heat pump water heater □ Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction □ Exception: Updated 8/15/2019 4 City of Carlsbad Climate Action Plan Consistency Checklist 4. Electric Vehicle Charging A. D Residential New construction and major alterations• Please refer to Carlsbad Ordinance CMC section 18.21.140 when completing this section. □ One and two-family residential dwelling or townhouse with attached garage: □ One EVSE Ready parking space required □ Exception : -□Multifamily residential· □ Exception · Total Parking Spaces EVSES=ces Proposed Can;able I Ready Installed I Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces -EVSE Installed (EVSE other may be "Capable," "Ready" or "Installed.") I Total I 'Major alterations are: (1) for one and two-family dwellings and townhouses ..th attached garages, alterations have a building permn valuation ~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more ..thou! attached garages), alterations have a building permit valuation~ $200,000, interior finishes are removed and significant sne work and upgrades to structural and mechanical, electrical, and/or plumting systems are proposed. B. D Nonresidential new construction (includes hotels/motels) (RI Exception · NIA Tenant 1mprovement oPly ±1 800 SF existing facilities Total Parking Spaces EVSE Soaces Proposed Capable I Readv I Installed I Total 1 I I Calculation· Refer to the table below· Total Number of Parkina Snoces orovided Number of renuired EV Soaces Number of renuired EVSE Installed S""ces □ 0-9 1 1 □ 10-25 2 1 □ 26-50 4 2 □ 51-75 6 3 □ 76-100 9 5 □ 101-150 12 6 □ 151-200 17 9 □ 201 and over 10 n,,rcent of total 50 neroent of Reouired EV SMces Updated 8/15/2019 5 City of Carlsbad Climate Action Plan Consistency Checklist 5. 00 Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. Crty staff will use the table below based on your submitted plans to determine whether or nor your permit requires a TOM plan. If TOM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permrt details. Acknowiedgment: Employee ADT Estimation for Various Commercial Uses Office (all)2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1othEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SAN DAG rate of 20 ADT/1,000 sf to calculate employee ADT , Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf = 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. 8,334 sf/ 1,000 x 4.5 + 8 = 46 Em lo ee ADT I acknowiedge that the plans submitted may be subject to the Crty of Cansbad's Transportation Demand Management Ordinanca. I agree to be contacted should my permit require a TOM plan and understand that an approved TOM plan is a condition of permit issuance. Applicant Signature: '· ,oh» · .', • .,., .. Date: 3/19/2021 Person other than Applicant to be contacted for TOM compliance (if applicable): Name (Printed): Craig Hansen Phone Number: 858-812-7952 Email Address: Craig.Hansen@RyanCompanies.com Updated 8/15/2019 6 PERMIT REPORT Revision Permit Print Date: 03/03/2022 Job Address: 2810 WHIPTAIL LOOP, # 102, CARLSBAD, CA 92010 (city of Carlsbad Permit No: PREV2021-0096 Status: Closed -Finaled Permit Type: BLDG-Permit Revision 2091202800 $88,369.00 Work Class: Commercial Permit Revis Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: CBC2021-0063 Plan Check#: Applied: 07/06/2021 Issued: 09/10/2021 Finaled Close Out: 03/03/2022 Inspector: Final Inspection: Description: Tl-REVISIONS INTERIOR Tl; MODIFY (E) GRADE DOOR; RAMP AND WIDEN; STAIRS, SIDEWALK (REMOVE OFFICE FROM SCOPE) Applicant: RYAN COMPANIES US INC 533 S 3RD ST, # STE 100 MINNEAPOLIS, MN 55415-1101 (612) 492-4791 FEE BUILDING PLAN CHECK FEE (manual) Property Owner: GATEWAY PACIFIC VIEW LLC 4275 EXECUTIVE SQ, # 370 LA JOLLA, CA 92037-1466 FIRE Plan Review (per hr -Regular Office Hours) BUILDING PERMIT FEE (manual) Total Fees: $717.00 Total Payments To Date: $717.00 Contractor: RYAN COMPANIES US INC 533 S 3RD ST, # STE 100 MINNEAPOLIS, MN 55415-1101 (612) 492-4791 Balance Due: 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov AMOUNT $180.00 $408.00 $129.00 $0.00 PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Original Plan Check Number Ct5-GRID:Z.i-oOf?3 ·1<:, ~-ol=FlCB i>LftCe, ("_2-) CONTACT INFORMATION: Address -"I -z... 75 &iElVi"1VG s g s.., ~E, )7CJ Email Address __G, ber-t:. park O Ci a•(n◊'\>"'"·•es lo, Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov ----~--- Original plans prepared by an architect oy.gineer, revisions must be signed & stamped by that person. 1 . Elements revised: ~ns B"'calculations D Soils ~nergy D Other 2. Describe revisions in detail r F' P,A<,-e. ce""'-;,,..,-r .I.rd -" ti.A.--~,~...., ;s,r.; c-r r,_ , "' 1 ,vl/. -. au, CI:\ lh L [,,.--,<'--, ·:ta r,o<, ,., " ( p_:-r:,_n1Art-- 4. Does this revision, in any way, alter the exterior of the project? 5. 6. 7. Does this revision add ANY new floor area/s)? Docs this revision affect any fire rel21ted issues? Is this 21 complete set? 0 No k'S'Signature D Yes D Yes 3. List page/s) where each revision is shown 0 No 1635 Faraclay Avenue, Car/sbacl. CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov W',YWJ;Qflsbadca.gov RYAN MEMO TO: City of Carlsbad Development Services DATE 06/29/2021 FROM Robert Park (Ryan A+E) SUBJECT CB-CB2021-0063 PVCC Suite A 102 CC: City of Carlsbad, The attached set of plans is a construction change to the existing permit CB-CB2021-0063. The scope of the project has changed per the following: 1. Remove all interior office improvements with proposed ceiling, lighting/HVAC associated to it. Primary occupancy is S1 storage. No office. 2. All existing warehouse lighting to remain. 3. All existing means of egress to remain from the open warehouse. 4. Places in two all gender single occupant remote restrooms with exhaust fans. 5. Modify the existing grade door to a new 19'x20' opening. 6. Modify the existing grade ramp and widen. 7. Remove existing concrete stair and door on west side of existing grade ramp and relocate to the east side of modified grade ramp. 8. Add sidewalk to lie into existing sidewalk form relocated concrete stairs. Thank you, Ryan Companies US, Inc. 4275 Executive Square, Suite 370 La Jolla, CA 92037 p: 858-812-7910 ryancompanies.com Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Branch: Tel: (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 Branch: Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Report of: COMPRESSIVE STRENGTI I-Concrete ASTM C39 •• CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: RYAN COMPANIES US, INC. Set No.: 21-0558 Age Date Nominal Actual (Days) Tested Size Diameter A 7 9/27/2021 4X8 4.00 B 28 10/18/2021 4X8 4.00 C 28 10/18/2021 4X8 4.00 D 28 10/18/2021 4X8 4.00 E 28H 10/18/2021 Specified Strength: 4,000 PSI Sampled By: JUSTIN COOKMAN Location: NORTHEAST EXTERIOR CORNER STAIR WALL Concrete Supplier: SUPERIOR READY MIX Mix No.: 27MR-6 Ticket No.: 456532 Water added at Site: 2.00 Cement Type: 11 gal. By CONTRACTOR Mix Time: 40 Admix: Remarks: Distribution: RYAN COMPANIES US. INC min. CITY OF CARLSBAD-BLDG INSPECTION DEPT. RYAN COMPANIES US. INC **LAB COPY** The Material ~I WAS L WAS NOT SAMPl,ED AND TESTED IN ACCORDANCE W!TII TJIE REQUIREMENTS OF THE PROJECT APPROVED DOCUMENTS Tel: (951) 653-4999 Fax: (951) 653-4666 Date Printed: I 0/20/2021 File No.: Permit No.: Project No.: 8139A I 3 Project Name: PVCC BUILDING A T.l. Actual Area (Sq. Inch) 12.57 12.57 12.57 12.57 2810 WHIPTAIL LOOP BUILDING A CARLSBAD, CA Load Strength Type of (lbs.) (psi) Fracture 49.630 3,950 Cone 55,240 4.400 Cone & Split 56.990 4,540 Cone & Split 56.320 4,480 Cone & Split ASTM Cl72 Date Sampled: 9/20/2021 Date Received: 9/21/2021 4470 PSI Concrete Temp: 88 "F ASTM C1064 Ambient Temp: 74 "F ASTMC1064 Air Content: Unit Weight: pcf ASTMC138 Slump: 6.00 in. ASTM Cl43 Tested at: San Diego Respectfully Submitted, MTGL, Inc. ASTM Cl231 ~ Isaac Chun RCE No. 59431 The Material Tested ~ MET _ _j DID NOT MEET T! !E REQUIREMENTS OF THE PROJECT APPROVED DOCUMENTS Results relate only to items inspected or tested. Report shall not be reproduced, except m full, without prior written approval by MTG L, Inc. Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 l'ax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel (951)653-4999 Fax (951)653-4666 Report of: COMPRESSIVE STRENGTH-Concrete ASTM C39 Date Printed: 9/16/2021 .. CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: RYAN COMPANIES US, INC. SetNo.: 21-0540 Age Date Nominal Actual (Days) Tested Size Diameter A 7 9/16/2021 4X8 4.00 B 28 l0/7/2021 C 28 l0/7/2021 D 28 10/7/2021 E 28H l0/7/2021 File No.: Permit No.: Project No.: 8l39A!3 Project Name: PVCC BUILDING A T.l. Actual Area (Sq. Inch) 2810 WIIIPTAIL LOOP BUILDING A CARLSBAD, CA Load Strength (lbs.) (psi) Type of Fracture 12.57 49,800 3,960 Cone & Split Specified Strength: 4,000 PSI Sampled By: JUSTIN COOKMAN ASTM C.172 Date Sampled: 9/9/2021 Date Received: 9/10/2021 Location: RAMP W Al J. FOOTING -SOUTI IEAST CORNER OF BUILDING Concrete Supplier: SUPERIOR READY MIX Mix No.: 272NP Ticket No.: 455737 Water added at Site: gal. By Cement Type: II Mix Time: 45 Admix: Remarks: Distribution: RYAN COMPANIES US, INC. min. CITY OF CARLSBAD-BLDG INSPECTION DEPT. RYAN COMPANIES US, INC. **LAB COPY** The Material l,tj WAS WAS NOT SAMPLED AND TESTED IN ACCORDANCE WfTH THE REQUIREMENTS OF THE PROJECT APPROVED DCX:UMENTS Concrete Temp: 88 "F ASTM C1064 Ambient Temp: 78 "F ASTM C.1064 Air Content: Unit Weight: pcf ASTM Cl38 Slump: 4.00 in. ASTM C.143 Tested at: San Diego Respectfully Submitted, MTGL, Inc. Isaac Chun RCE No. 59431 ASTM C.1231 Results relate only to items inspected or tested Report shall not be reproduced, except in full, without prior written approval by MTGL, Inc DATE: 07/23/2021 JURISDICTION: CARLSBAD PLAN CHECK#.: CB-PREV2021-0096 INTERWE:Sl SETREVl PROJECT ADDRESS: 2810 Whiptail Loop West □ APPLICANT □ JURIS. PROJECT NAME: Rev #1 of 2810 Whiptail Loop W.(CB-CBC2021-0063) ~ 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 plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at lnterwest 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: ~ lnterwest staff did not advise the applicant that the plan check has been completed. D lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: Mail Telephone 0 REMARKS: By: Steven Miller lnterwest (by: ) Email: Fax In Person Enclosures: 07/23 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CARLSBAD CB-PREV2021-0096 07/23/2021 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: Steven Miller PLAN CHECK#.: CB-PREV2021-0096 DATE: 07/23/2021 BUILDING ADDRESS: 2810 Whiptail Loop West BUILDING OCCUPANCY: Sl BUILDING I AREA I Valuation PORTION ( Sq. Ft.) MtMiplier Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code #N/A 1997 UBC Buildin Permit Fee g ... l::.mrr you checked C001p. H.ev1ew and HOllrly at the same tine 1997 UBC Plan Check Fee • Type of Review: Complete Review D Repetitive Fee □ Other Reg. VALUE Mod. □ Structural Only ,.. Repeats Cl Hourly EsGilFee 21 Hrs.@• ~=====$=9=0=.o=:'.o • Based on hourly rate Comments: ($) $1ao.ooj Sheet 1 of 1 JUL O 6 2021 WISEMAN+ROHY STRUCTURAL ENGINEERS -----------~------. STRUCTURAL CALCULATIONS 9915 Mira Mesa Blvd. TEL. (858) 536-5166 FOR PVCC SUITE A 102 PODS TENANT IMPROVEMENT 2810 Whiplail Loop W. Carlsbad, CA June 25, 2021 W+R Job #21-001.02 Suite 200 San Diego, CA 92131 WRENG'""~W ~1J-00'1'1, fillSEMAN-:-ROHY SEISMIC BASE SHEAR RUCTURAL ENGINEERS Per ASCE 7-16 11.4 & 12.8 (2018lBC/2019CBC/ASCE7-16) v3.2 2018 IBC SEISMIC EQUATIONS (2019 CBC) Base Shear: Occupancy Category= ti 2018 IBC Table 1604.5 (Ui,iii,or iv) Importance Factor (IE) = 1.00 ASCE 7-16 Table 1.5-2 Site Class = Du (From Soils Engineer or 'Du' if not known) TL= 8 sec ASCE7-16Figure22-14 Ss= 1.039 g PROJECT: PVCC A-2 Tl LOCATION JOB NO· 21-001.02 6/16/2021 [2] Meets: Regular and rh·o "'1? D Have Site Specific Report? 0 Steel Moment Frame 0 Concrete Moment Frame 0 Eccentrlcally Braced Steel Frame @ All Other Structural Systems S1 = 0.404 g Ground Motion Hazard Analysis Not Req'd Due to Exception (11.4.8) R= 4 Maximum Height= 38 Number of Stories = 1 for Cs & Ev: Fa= 1.200 Fv= 1.896 SMS= 1.247 SM1= 0.766 Sos= 0.831 So,= 0.511 Short Period Seismic Design Category= 1 Sec Period Seismic Design Category= ASCE 7-16 Table 12.2-1 feet {including mezzanines) for other: 1.200 1.896 1.247 0.766 0.831 0.511 D D ASCE 7-16Table 11.4-1 ASCE 7-16Table 11.4-2 ASCE 7-16 Eq 11.4-1 ASCE 7-16Eq 11.4-2 ASCE 7-16Eq 11.4-3 ASCE 7-16 Eq 11.4-4 ASCE 7-16 Table 11.6-1 ASCE 7-16Table 11.6-2 I Notes: Use Category: D 13:14:30 Cu= 1.400 Fundamental Period T shall not exceed Cu x Ta= 0.429 sec (for force only) Vu= Vu= Vu= Vu= vu- Ts= 0.61 Sec c, = 0.020 Ta= 0.306 Sec Sec X = 0.75 ASCE 7-16 Eq 12.8-7 ASCE 7-16 Eq 12.8-8 0.208 xW Basic Equation 0.417 xW Max (Used T<=TL) xW (Not Used T<=TL) 0.037 xW Min xW /Not Used St<0.6) V, = 0_208 x W VAso=V,,/1.4= 0_148 xW (LRFD) (ASD) ASCE 7-16 Table 12.8-2 USE Ta= 0.306 sec Eq 12.8-2 Eq 12.8-3 Eq 12.8-4 Eq128-5 Eq 12.8-6 11.4.8 Exceptions Used: #2 (modified eq's for Site Class D) Structural Wall Out-Of-Plane and Anchorage Forces: Out-of-Plane Wall Forces (ASCE 7-16 Sect 12.11.1) F,,= 0.332 x W, (LRFD) F,=F,,/1.4= 0.237 xW,(ASD) Anchorage Force for Walls at Flexible & Rigid Diaphragms (ASCE 7-10 Eq 12.11-1) Level: Roof 5th Floor 4th Floor 3rd Floor 2nd Floor Total Heiaht: 36 h Ric id 0.332 Flexible Diaphragm Spans: 30ft 60ft >100ft 0.432 0.532 0.665 x. W0 (LRFD) x.W0 (LRFD) X. WO (LRFD) X WO (LRFD) X WO (LRFD) L\TC Hazards by Location Search Information Coordinates: Elevation: Timestamp: Hazard Type: ASCE 7-16 MRI 10-Year MRI 2S-Year MRI SO-Year MRI 100-Year 33.14333280514428, -117.25926344844054 428 fl 2021-06-16T21 :32:34.418Z Wind ASCE 7-10 67 mp!l MRI 10-Year 72 mph MRI 25-Year 77 mph MRI SD-Year 82 mph MRI 100-Year Risk Category I 89 mrll Risk Category I ( "::--r~;v---~--~) Risk Category II ~_,,._________ ----- Risk Category 111 102 rnph Risk Category Ill-IV Risk Category IV 107 mph Map data ©2021 Google lm.igery ©2021 , Data CSUMB SFML, CA OPC, ~rWf-~;:i,\ ( :Copernicus, Maxar Technologies, U.S. Geological su:vey, USDA • Farm Service Agency ASCE 7-05 72 rnph ASCE 7-05 Wind Speed 79 rnph 85 mph 91 mph 100 rnpl1 110 mph 115 mp\1 Tf1e rr::stil/s ind;c3fed h2r-3 DO NOT reffe,:r any :st."lte or· lixa/ ame.-1dments· t:"J t/10 v2iues r 1( ,)f)y cfe!,neation line;::; m;nie d~1ri11;1 ih-:, lJ'.1!/ding code arld,otion pr0c8S'> UsFJ:-s shu11hl 1:ul/fim1 °1rry n11/fJ:1i 11hlainf:'o florn t11is to,JI c-vrth ths /c;col Au/lwrity Having )uri.:(Jic!JOil bor.Jr2 r,mr:eedrnu with cles1un Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area -in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a w·1nd speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this wRhsitP. rlnP..<, nnt imnlv Rnnrnv,:i,I hv lhA nnw~rninn ht1ilclinn r:nrlP. hnrliP..~ rnsnnnsih!A fnr h11ilrlinn r.nrlA ;mnrnv,ql ,qnrl infArnmt,qtinn fnr thP. 8.8 Seismic Design Criteria 8.8.1 We used the computer program U.S. Seismic Design Maps, provided by the USGS. Table 8.8.1 summarizes site-specific design criteria obtained from the 2016 California Building Code (CBC; Based on the 2015 International Building Code [!BC] and ASCE 7-10), Chapter 16 Strnctural Design, Section 1613 Earthquake Loads. The short spectral response uses a period of 0.2 seconds. The values presented in Table 8.8.1 are for the risk-targeted maximum considered earthquake (MCER). Based on soil conditions and planned grading, Building A may be designed using a Site Class C. Buildings H and C may be designed using Site Class D. We evaluated the Site Class based on the discussion in Section 1613.3.2 of the 2016 CBC and Table 20.3-1 of I\SCE 7-10. 1.c:---~---------------- TABLE 8.8.1 2016 CBC SEISMIC DESIGN PARAMETERS i, \ Tf (M'lt:,l, ( 0p1, NO'f (Mfitz.,ENF " 12,f((\1,Wl,mt1'.) Parameter Site Class 2013 CBC Reference Site Class C D Table 1613.5.2 Spectral Response -Class B (0.2 sec), Ss (( Lll39 g) 1.039 g Figure 1613.5(3) Spectral Response -Class B (I sec), S 1 0.404 g , 0.404 g Figure 1613.5(4) Site Coefficient, F ~ . 1.000 1.084 Table y;{, 5.3(!) Site Coefficient, F v ~396 1.596 Table 1613.5.3(2) Maximum Considcrt:d Earthquake 1.0~ 1.127 g Section 1613.5.3 Spectral Response Acceleration (0.2 sec), SMs (Eqn 16-36) Maximum Considered Earthquake "· Section 1613.5.3 Spectral Response Acceleration (1 sec), SM1 0.564 g 0.644 g (Eqn 16-37) '· " 5% Damped Design 0.693 g 0.751 g "· Section 1613.5.4 Spectral Response Acceleration (0.2 sec), Sos ''(~qn 16-38) 5% Damped Design /0°376 g 0.430 g Secti0!1 .}~13.5.4 Spectral Response Acceleration (1 sec), S01 (Eqn I 6''39) 8.8.2 Table 8.8.2 presents additional seismic design parameters for projects located in Seismic Design Categories of D through F in accordance with ASCE 7-1 0 for the mapped maximum considered geometric mean (MCEo). Project No. 06442-32-28 • 15 -June 14,2017 ul, \Nu- '1d1 q v€>L TABLE 8.8.2 2016 CBC SEISMIC DESIGN PARAMETERS Site Class Parameter ASCE 7-10 Reference C D Mapped MCEc 0.395 g 0.395 g Figure 22-7 Peak Ground Acceleration, PGA Site Coefficient, F PGA 1.005 1.105 Table 11.8-1 Site Class Modified MCE0 0.397 g 0.437 g Section 11.8.3 (Eqn 11.8-1) Peak Ground Acceleration, PGA1v1 8.8.3 Conformance to the criteria for seismic design does not constitute any guarantee or assurance that significant structural damage or ground failure will not occur in the event of a maximum level earthquake. The primary goal of seismic design is to protect life and not to avoid all damage, since such design may be economically prohibitive. 8.9 Foundation and Concrete Slab-On-Grade Recommendations 8.9. l The project is suitable for the use of continuous strip footings, isolated spread footings, or appropriate combinations thereof, provided lhe preceding grading recommendations are followed. 8.9.2 The following recommendations are for the planned structures and assume that the foundation systems for the structures will bear on properly compacted fill. A typical footing dimension detail is presented on Figure 4. • • Building A: continuous footings should be at least 12 inches wide and should extend at least 18 inches below lowest adjacent pad grade. Isolated spread footings should be at least two feet square and extend a minimum of l 8 inches belov.: lowest adjacent pad grade. Buildings B and C: continuous footings should be at least 12 inches wide and should extend at least 24 inches below lowest adjacent pad grade. Isolated spread footings should be at least two feet square and extend a minimum of 24 inches below lowest adjacent pad grade. 8.9.3 Isolated footings, \Vhich are located beyond the peiimeter of the buildings and support stnictural elements connected to lhe building, should be connected to the building foundation system with grade beams. 8.9.4 The project structural engineer should design the reinforcement for the footings. For continuou-; footings, hO\vever, \Ve recommend minimum reinforcement consisting of four Projci.:t No. 06442-32-28 -16 -June: !4, 2017 No. 5 steel reinforcing bars, two placed near the top of the footing and two placed near the bottom. The project strucn1ral engineer should design reinforcement of isolated spread footings. 8.9.5 The recommended allowable bearing capacity for foundations designed as recommended above is 2,500 pounds per square fool (psf) for foundations in properly compacted fill soil. This soil bearing pressure may be increased by 300 psf and 500 psf for each additional foot of foundation width and depth, respectively, up to a maximum allowable soil bearing of 4,000 psf. 8.9.6 The allowable bearing pressures recommended above are for dead plus live loads only and may be increased by up to one-third when considering transient loads such as those due to ,vind or seismic forces. 8.9.7 The estimated maximum total and differential settlement for the planned stmctures due to foundation loads is 1 inch and¾ inch, respectively over a span of 40 feet. 8.9.8 Building interior concrete slabs-on-grade should be at least five inches in thickness. Slab reinforcement should consist of No. 3 steel reinforcing bars spaced 18 inches on center in both directions placed at the middle of the slab. If the slabs will be subjected to heavy loads, consideration should be given to increasing the slab thickness and reinforcement. The project structural engineer should design interior concrete slabs-on-grade that \.viii be subjected to heavy loading (i.e., fork lift, heavy storage areas). Subgrade soils supporting heavy loaded slabs should be compacted to at least 95 percent relative compaction. 8.9.9 A vapor retarder should underlie slabs that may receive moisture-sensitive floor coverings or may be used to store moisture-sensitive materials. The vapor retarder design should be consistent with the guidelines presented in the American Concrete Institute 's (ACI) Guide for Concrete Slabs tltat Receive Aioisture-Sn,sitive Flooring Afaterials (ACI 302.2R-06J. In addition, the membrane should be installed in a manner that prevents puncture in accordance with manufacturer's recommendations and ASTM requirements. The project architect or developer should specify the type of vapor retarder used based on the type of floor covering that ,viii be installed and if the structure will possess a humidity controlled environment. 8.9. IO The project foundation engineer, architect, amVor developer should determine the thickness of bedding sand below the slab. Typically, 3 tu 4 inches of sand bedding is used in the San Diego County area. Geocon should be contacted to provide recommendations if lhc bedding sand is thicker than 6 inches. Prnjel.'t Nu. 06..f42-32-28 . I J . Junt' 14, 2017 8.9. l 7 8.10 8.10.1 8.10.2 8.10.3 8.10.4 are consistent with those anticipated. If unanticipated soil conditions are encountered, foundation modifications may be required. Geocon Incorporated should be consulted to provide additional design parameters as required by the stmctural engineer. Retaining Walls and Lateral Loads Recommendations Retaining walls not restrained at the top and having a level backfill surface should be designed for an active soil pressure equivalent to the pressure exerted by a fluid with a density of 35 pounds per cubic foot (pc9. Where the backfill will be inclined at 2: I (horizontal:vertical), an active soil pressure of 50 pcf is recommended. These soil pressures assume that the backfill materials within an area bounded by the wall and a l: I plane extending upward from the base of the wall possess an Expansion Index <50. Geocon Incorporated should be consulted for additional recommendations if backfill materials have an El >50. Where walls are restrained from movement at the top, an additional uniform pressure of SH psf (where H equals the height of the retaining wall portion of the wall in feet) should be added to the active soil pressure where the wall possesses a height of 8 feet or less and 12H where the wall is greater than 8 feet. For retaining walls subject to vehicular loads within a horizontal distance equal to two-thirds the wall height, a surcharge equivalent to two feet of fill soil should be added (total unit weight of soil should be taken as 130 pcf). Soil contemplated for use as retaining wall backfill, including import materials, should be identified in the field prior to backfill. At that time Geocon Incorporated should obtain samples for laboratory testing to evaluate its suitability. Modified lateral earth pressures may be necessary if the backfill soil does not meet the required expansion index or shear strength. City or regional standard wall designs, if used, are based on a specific active lateral earth pressure and/or soil friction angle. [n this regard, on-site soil to be used as backfill may or may not meet the values for standard wall designs. Geocon Incorporated should be consulted to assess the suitability of the on-site soil for use as wall backfill if standard wall designs will be used. Unrestrained walls will move laterally when backfilled and loading is applied. The amount of lateral deflection is dependent on the wall height, the type of soil used for backfill, and loads acting on the wall. The wall designer should provide appropriate lateral deflection quantities for planned retaining walls stmctures, if applicable. These lateral values should be considered when planning types of improvements above retaining wall structures. Project No. 06442-32-28 -! 9 -June 14, 2017 8.10.5 8.10.6 8.10.7 8.10.8 8.10.9 Retaining walls should be provided with a drainage system adequate to prevent the buildup of hydrostatic forces and should be waterproofed as required by the project architect. The use of drainage openings through the base of the wall (weep holes) is not recommended where the seepage could be a nuisance or otherwise adversely affect the property adjacent to the base of the wall. The above recommendations assume a properly compacted granular (El :c50) free-draining backfill material with no hydrostatic forces or imposed surcharge load. A typical retaining wall drainage detail is presented on Figure 5. If conditions different than those described are expected, or if specific drainage details are desired, Geocon Incorporated should be contacted for additional recommendations. In general, wall foundations having a minimum depth and width of one foot may be designed for an allowable soil bearing pressure of 2,5~0_psf, provided the soil within three feet below the base of the wall has an Expansion Index :c 90. The recommended allowable soil bearing pressure may be increased by 300 psf and 500 psf for each additional foot of foundation width and depth, respectively, up to a maximum allowable soil bearing pressure of 4,000 psf. The proximity of the foundation to the top of a slope steeper than 3: I could impact the allowable soil bearing pressure. Therefore, Geocon Incorporated should be consulted where such a condition is anticipated. As a minimum, wall footings should be deepened such that the bottom outside edge of the footing is at least seven feet from the face of slope when located adjacent and/or at the top of descending slopes. The stmctural engineer should detennine the seismic design category for the project in accordance with Section 1613 of the CBC. If the project possesses a seismic design category of D, E, or F, retaining walls that support more than 6 feet of backfill should be designed with seismic lateral pressure in accordance with Section 18.3.5.12 of the 2013 CBC. The seismic load is dependent on the retained height where H is the height of the wall, in feet, and the calculated loads result in pounds per square foot (psf) exerted at the base of the wall and zero at the top of the wall. A seismic load of 21 H should be used for design. We used the peak ground acceleration adjusted for Site Class effects, PGAM, of0.437g calculated from ASCE 7-10 Section 11.8.3 and applied a pseudo-static coefficient of 0.33. For resistance to lateral loads, a passive earth pressure equivalent to a fluid density of 300 pcf is recommended for footings or shear keys poured neat against properly compacted granular fill soils or undisturbed formation materials. The passive pressure assumes a horizontal surface extending away from the base of the wall at least five feet or three times the surface generating the passive pressure, whichever is greater. The upper 12 inches of material not protected by floor slabs or pavement should not be included in the design for Project No. 06442-32-28 -20 -June 14,2017 lateral resistance. Where walls are planned adjacent to and/or on descending slopes, a passive pressure of 150 pcf should be used in desib'll. 8.10.10 An ultimate friction coefficient of 0.40 may be used for resistance to sliding between soil and concrete. This friction coefficient may be combined with the passive earth pressure when determining resistance to lateral loads. 8. IO.I I The recommendations presented above are generally applicable to the design of rigid concrete or masomy retaining walls having a maximum height of 12 feet. In the event that walls higher than 12 feet are planned, Geocon Incorporated should be consulted for additional recommendations. 8.11 8.1 I.I 8.11.2 Mechanically Stabilized Earth (MSE) Retaining Walls We are providing geotechnical parameters for mechanically stabilized earth (MSE) reinforced retaining walls that are being considered for the project. Geogrid retaining walls are alternative walls that consist of modular block facing units with gcogrid reinforced earth behind the block. The geogrid attaches to the block units and is typically placed at specified vertical intervals and embedment lengths. Spacing and lengths are based on the wall height and type of soil used for backfill. For design of MSE retaining walls, we recommend an active soil pressure equivalent to the pressure exerted by a fluid density of 35 pound per cubic foot (pct) for level backfill. Where the backfill will be inclined at 2: I (hori7.ontal:vcrtical), an active soil pressure of 50 pcf is recommended. Expansive soil should not be used as backfill material behind retaining walls. Soil placed for retaining wall backfill should have an Expansion Index<: 50 and should meet the geotechnical parameters listed in Table 8.11. TABLE 8.11 GEOTECHNICAL PARAMETERS FOR GEOSYNTHETIC REINFORCED WALLS Parameter Reinforced Zone Retained Zone Foundation Zone Angle of Internal Friction 30 degrees 30 degrees 30 degrees Cohesion 0 psf 0 psf 0 psf Wet Unit Weight 130 pcf 110 pcf 130pcf Notes: Reinforced Zone is the area where geotcxtile reinforcing grid is placed. Retained Zone is the area behind the reinforced zone and within a I: I plane extending up and out from the bottom of the reinforced zone to a horizontal distance equal to the height of the retaining wall. Foundation Zone is lhe area below· the reinforced zone and within a 1 I plane extending down and out from the bottom of the wall block. Project No. 06442-32-28 -21 -June 14,2017 WISEMAN + ROHY STRUCTURAL ENGINEERS BY BM DATE ,D['l\ PROJECT_._N ........ C"--"-C_Pi.....,__~--"'-----1-I~I ___ _ SHEET NO. __ OF __ O' tV JOB NO. ___ _ l'<) rt\Ml : vPf411 C01'1C.. \~~ \\S.\J½f ry -. o.i~1 Wr -;: ~~-4 Ptir ~ ;; 0 ,i 1;7 w f ~ 7, 1 . 4 pt,f fit,() w, ~ ( 1-i.1 f0f ;(i.c; 1 ) ~ e9e.s PLf wi~ \j~.r; ~L,f t ci14 fc,v)(V2XlO('J,. 11'6,lb PLK l lj_lJE \¾th <o ,'. 0~ \/1 l ' VIL-;: 0 .i-i'l l \. D / l> =-L/zus L 1v17A D J Cstt-R)c,Pi i~vvrto J Member: M1 Shape: HSS8X8X8 Material: A500 Gr.B Rect Length: 35 ft I Joint: N1 J Joint: N2 LC1:EQ ~ Code Check 0.322 ending) Report Based On-9 ections A ------------lb 2035.429 at o ft V ~ lb fa ------------ksi ~ fc ft -4266.571 at 35 ft 10.629 at 22.105 ft M lb-ft ksi -27680.831 at 22.105 ft ksi -10.629 at 22.105 ft -1 .583 at 18.421 ft A/SC 14th (360-10): ASD Code Check Max Bending Check 0.322 Location 22.105 ft Equation H1-1b Bending Flange Bending Web Compact Compact Fy Pnc/om PnUom Mn/om Vn/om Cb 46 ksi 106510.469 lb 371856.287 lb 86077.844 lb-ft 101519.246 lb 1 0.042 Max Shear Check Location Max Defl Ratio ~ L L/240 lo~ Compression Flange Compression Web Out Plane In Plane Lb 35 ft 35 ft KL/r 138.026 138.026 L Comp Flange 4 ft Non-Slender Non-Slender Loads: BLC 1, Seismic Wiseman + Rohy Structur ... EAM 21-001 .02 PVCC A-2 Tl Strongback SK-1 June 16, 2021 at 5:10 PM Panel 9 Opening Strongback.r2d i : i i S • • ----------------------Hilti PROFIS Engineering 3.0.70 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Specifier's comments: 1 Input data Anchor type and diameter: Item number: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off Installation: Profile: Base material: Installation: Wiseman + Rohy Structural Engineers I Strongback KB-TZ Kwik Bolt TZ -CS 5/8 (4) not available her.act= 4.000 in., hnom = 4.438 in. Carbon Steel ESR-1917 1/1/2020 15/1/2021 Design Method ACI 318-14 / Mech Page: Specifier: E-Mail: Date: cracked concrete, 4000, r; = 4,000 psi; h = 9.250 in. hammer drilled hole, Installation condition: Dry Elizabeth Miller emiller@wrengineers.com 6/17/2021 Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17 .2.3.5.3 (c)) Note: the Kwik Bolt TZ -CS anchor is In the process or phase-out. Application also poss Ible with Kwik Bolt TZ2 -CS under the selected boundary conditions. Application also possible with Kwik Bolt TZ2 -CS 5/8 (4) hnom3 under the selected boundary conditions. More Information in section Alternative fastening data of this report. Geometry [in.] & Loading [lb, In.lb] Input data end results must be checked for confonnity with the existing conditions and for plausibility! PROFIS Engineering ( c) 2003-2021 HiU AG, FL-9494 Schaan Him is a registered Trademark cl Hilti AG. Schaan i = i i 5 ~ • ---------------------Hilti PROFIS Engineering 3.0.70 www.hilti.com Company: Wiseman + Rohy Structural Engineers Page: Address: Phone I Fax: Design: Fastening point: 1.1 Design results Case I Strongback KB-TZ Description Combination 1 2 Load case/Resulting anchor forces Anchor reactions [lb] Tension force:(+ Tension, -Compression) Specifier: E-Mail: Date: Forces [lb]/ Moments CTn.lb] N = 3,452; V, = O; Vy = O; M, = 0; My = 0; M, = 0; Anchor Tension force Shear force Shear force x Shear force y 3,452 0 0 0 max. concrete compressive strain: -(%0] max. concrete compressive stress: -[ps~ resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Load Nu• [lb) Capacity~ N0 [lb) Steel Strength' 3,452 12,877 Pullout Strength' N/A N/A Concrete Breakout Failure*' 3,452 4,193 • highest loaded anchor "anchor group (anchors in tension) 3.1 Steel Strength N [lb) 4> 4> N,0 [lb) Nua [lb) 17,170 0.750 12,877 3,452 3.2 Concrete Breakout Failure AN [in.~ ANco [in.2] Ca min [in.] c .. [in.] lj/ c,N 144.00 144.00 6.000 6.750 1.000 ec1 N [in.] 'V ec1,N eaN [in.] 'JI oc2,N lj/ cd,N 0.000 1.000 0.000 1.000 1.000 /,.. Nb [lb] 4> ,.seismic 4> Nc!lll ~bl 1.000 8,601 0.650 0.750 4,193 Input data and results must bo checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c) 2003-2021 HIIU AG, FL-9494 Schaan Hilti is a regislcred Trademark or Hi ti AG, Schaan 2 Elizabeth Miller emiller@wrengineers.com 6/17/2021 Seismic Max. Util. Anchor(%] yes 83 Utilization 13N = Nu.I~ N" Status 27 OK N/A N/A 83 OK lj/ cp,N kc, 1.000 17 Nu• [lb) 3,452 2 i : i i S • 1 _____________________ _ Hilti PROFIS Engineering 3.0.70 www.hilti.com Company: Wiseman + Rohy Structural Engineers Address: Phone I Fax: I Design: Strongback KB-TZ Fastening point: 4 Shear load Load Vu• (lb) Steel Strength• NIA Steel failure (with lever arm)' NIA Pryout Strength• NIA Concrete edge failure in direction •• NIA • highest loaded anchor "anchor group (relevant anchors) 5 Warnings Page: Specifier: E-Mail: Date: Capacity ♦ Vn (lb) NIA NIA NIA NIA 3 Elizabeth Miller emiller@wrengineers.com 6117/2021 Utlllzation llv = V •• 1♦ vn Status NIA NIA NIA NIA NIA N/A NIA NIA • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2018, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered -the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CB FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROF IS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. Refer to the manufacturer's product literature for cleaning and installation instructions. For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuidel • An anchor design approach for structures assigned to Seismic Design Category C, D, E or Fis given in ACI 318-14, Chapter 17, Section 17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension} shall satisfy the provisions of Section 17.2.3.4.3 (b}, Section 17.2.3.4.3 (c}, or Section 17.2.3.4.3 (d}. The connection design (shear} shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c}. • Section 17.2.3.4.3 {b} I Section 17.2.3.5.3 (a} require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c} / Section 17.2.3.5.3 (b} waive the ductility requirements and require the anchors to be designed for the maximum tension/ shear that can be transmitted to the anchors by a non-yielding attachment. Section 17.2.3.4.3 (d} I Section 17.2.3.5.3 (c} waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum lension / shear obtained from design load combinations that include E, with E Increased by 000. Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII}. Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input data and results must be checked for conformity with the exlsllng condlUons and for plausiblllty! PROFIS Engineering ( c) 2003-2021 Hilli AG, FL-9494 Schaan Hilli Is a registered Trademarl< of Hllii AG. Schaan 3 WISEMAN + ROHY STRUCTURAL ENGINEERS er fW\ DATE u\i\ PROJEcr__,£,......v ..::<.,;::u ;.._,f\,_,__-1-=--..;_T_,__\ ___ _ SHEET NO. __ OF __ w JOB NO. ___ _ ~ ~ WoL ~ (~u')(/Zf~r) + (io'X~)Ct~OPlfJ -=-110~ Pvf W(Ar~ ('40 ')(14 P4r) ,a L/'lD pt,p t f'r "7 t;to l F- 1-Z[) + [.(f L,--:: ~°I I (J Pu=-c--~f. I.LfV ~ i1~4 PvF c~ v~ ~'21\m ·. ~w :: oi.ii; ,, ~-:;. ,0.~'x1i 11 ; 7,,7,,z " r CJ1'L Of 1°t-1, c ~) B~ ig" ~v. (Jf'ff\/\lJlr ~\J -~ \fil 1.P1\u '?Lf )(\q 1) ~ ~1.1. t t,/\u ~ \/9; ( i .q \ \0 \lVf) (\q 1)'L -✓ \ 11 '?-ff L1 0eE ~\-\ w G\-tft4- Dtff> i~ t1tA17fYl-O .ll,✓ WISEMAN+ROHY Structural Engineers == Concrete Beam Design == PROJECT: PVCC A-2 Tl LOCATION: Header above 19'W door (AC/ 318-14) JOB NO: 21-001.02 6/16/2021 Beam Size: b = 9.3 rn w d= 222.0 in Material Properties f -60 lksi. y - f' -4000 c-psi Factored Demand: Code Minimum Steel: V = 37.2 tip u M = 177.0 kip-ft u As REQ= 0.18 in2 As,min = 6.49 in' {9.6.1.2a} As,min = . 2 6.85 in (9.6.1.2b} Section 9.6.1.3 Applies? YES Av,min/5= 0.09 in2/ft (9.6.3.3a} Bending: Av,mln/5= 0.09 in2/ft {9.6.3.3b} Bar Size= #5 No. of Bars = 2 OR: Bar Spacing = in As = 0.62 in2 OK a= 1.18 in p= 0.0003 Pt= 0.0181 Tension-Controlled <f>Mn = 617.73 kip-ft Bending OK Shear: Bar Size= #5 Bar Spacing = 15 in Spacing OK No. of Legs= 2 A = V 0.496 in2/ft I Meets Av,min I <f>Vc = 194.8 kip No Shr St/ Req'd I / 1-------.------' <f>Vs = 0.0 kip Section OK AvREQ= 0.00 in2/ft ShrStl OK BY __ _ DATE __ _ WISEMAN + ROHY STRUCTURAL ENGINEERS PROJECT fVcC-A-?.. 1"1 SHEET NO. ___ OF __ 5/fF R-Em,N /Nlr I f2A-MP wm Lt; JOB NO.---....---- CH€Ck.. tvAlL.. .Dc~N Ac1,:ll/E"" ffl'&<;"iu.tt. " 'Jt:; t rf' )'-r1>J FTC C,'r:fJfU = ']..~ c-JI ~ JJ b .. ---·---.... ..___ . fr / '35 H // . .,, Ff,== o.t.Ja..~f.C:So-c,LJt-=-_ o.'-/(a.c;)::o.'o's)(.W''1s-0r~~x l/x.-o-:a 1...1.Cof,.f' (u~Fb) ~ f /2) (-;i:S/t.o) t...c.:: /.(,,H+!.OE /"'181iiWJJ)Ttl M~ Q;iiE ~ J.G,(3~Sx~~)("~1)f~0 ~ + 1.0(11.cbp/'X_~· \l<Ji'·o"li")?,-d) = ;;z 090 -'# (Ll?·?.J) . I - /:J/ -IC. - ,,,,--;f,CE: ~-lb -;z.4,r; (iO; L.C.-::: J.o!l t-o:=;€' +-0,Gf:i U'>t c;-½, ;Jtv//LL w/#S® J1'i(,..,} Wh-0 /JA<;E:'FTG == }.o (3S-~cf>< s0)(s-.!oxx~!1~+ ..z[lv) t-0~ (11.~x cfdJ( ~ 7 :Z~C'') = i ,s ?>'o /~ (.AQ)) ~~ ~ ~ fD .-cr~c/' (1f; lc;o r-t'):,f) 1--z:,/x<ft-o",, 1-;01-:-P(t~d'.) -+-s ( ql <:i~-o~j(s-"-d',X_r<otJJ(f-G')= 1-,t-YO# Clfc--cK sc;;rc_ /3~r/fI;l.,.6 ~ :a ~ -J.~_~g '# -= LS1 ff O.e, ( "l,?Yo''') ~ o.c. ("J./i-VO.14) = 1'-0'1 (3, 0.1\9 R-) /".l. WISEMAN + ROHY STRUCTURAL ENGINEERS BY __ _ DATE ___ PROJECT _ __,f_Vi_G_C.,=-__ ..__.;....._ ___ _ CJ.JEE k l..,fiLL D€.c;J1:,rJ L.C. ::: 0 .Gi!J t-0 :,-c ·t-/ .0 ~, CHECl< ovc,«u_;eJtiitvG J1A "' l-t 6 ~ i nd ( Jr.--/_j) f1 /. "' D. G Pr., " 4 lo'ii = '3/-'10 ./ J1. vsE 4Ld'>te. i--011 FTG w/ ~) It S T{/J LO¼ w/ ttSe>(? -rttJ 11',w;; S',.,~ :: /8'' ~ 4 IM~S A€0'C) C.6'€ (J..f)-i'S ,'lla ::: ?..'(ga11 SHEET NO. __ OF __ JOB HO. _____ _ MISEMAN,ROHY FREESTANDING SCREEN WALL DESIGN PROJECT: PVCC A-2 Tl RUCTURAL ENGINEERS 2018 IBC / 2019 CBC / ASCE 7-16 LOCATION: Ramp Wall (12/30/2020) V 3.00 JOB NO: 21-001 .02 6/16/2021 14:33 2500 psf Alowabl• bearing= Bearing with 1/3 Increase -3325 psf USE: S.5 Inch Concrete wall with #5 (v) @ 12 inches o.c. at center (d=2. 75 In.) with a 4' wide x 2' thick footing Transverse Ftg Relnf.= 0.80 2.07 In' /ft ln1 DSA/OSHPD7 Masonry or Concrete? Thickn•ss = Actual Thickness= Wall W•lght= fc= f, = fc= added concentric vertical load= Seismic Point Load= Wlnd Point I.Dad = H•lght to point loads= Height above ground= Length of wall= Length of return wall= Depth to T.O.F. = Footing width= Footing thickness= Footing Design: Wall W•lght= Add•d Stem Load= Soil above footing= Foo~ht= Total Weight = X • (fM,,·Morl/fPTDT (ft) EQ • 0.9 DL: 1.49 EQ+ 1.0DL: 1.54 W +0.60l : 1.11 W+ 1.00l: 1.47 DSA & OSHPD Only: 2.0 EQ + 0.9 DL: In Kern 2.0 EQ ♦ 1.0 DL: In Kem n 5.5 5.5 91 3000 60000 3:lOO 0 0 0 0 7.50 ss.o 0.0 1.00 4.00 774 0 390 1200 2363 •• L/2·• (ft) 0.51 0.46 0.89 0.53 - (Y/N) (M/C) in (subtract rev,al) in psf psi psi psi (footing} plf (assumed DL) lb(ASO) lb(ASO) ft (above ground) ft ft ft ft ft ft lb lb lb lb lb kem = l/6 0.67 0.67 0.67 0.67 - In K•rn7 V V N V - Seismic: (ASCE 7-10 Section 13.3) 0.4 ap Sos Wp (1 + 2 =-) F -) It P -(Rp/lp a.. fp = 1, = Sos= F, = F,• F;,= MoT£0 • MOTwW'ld = M,= q_(psf) 942 1001 852 1064 - - 2.5 2.5 1.00 0.831 0.332 0.237 21.61 1094 1262 4726 q-(psf) 122 181 0 118 - - (1.0 or 1.5) xW (LRFD) xW(ASD) psf (ASD) ft-lb(ASD) ft-lb(ASD) ft-lb Bearins OK7 OK OK OK OK OK OK If th• basic Seismic load case is not In the korn, 05HPD & OSA require an additional stablllty load case where the seismic overturning moment Is doubled and compared to twice aUowable bearing pressure. f = 0.90 for seismic f = 0.60 for wind Wind: Exposure= Longitudinal Ftg Relnf.= (ASCE 7-10 Section 29.4.1 and Figure 29.4-1) C 0.85 1.00 s/h = 8/s = 1.00 7.33 K, = K,, = Kd= V= 0.85 Check: Cases A & C c,= Ct= 96 1.35 2.72 Case A Case C Q• = 0.00256 K, K,, K,, v' q. = 17.02 psf Case A= CaseC(max)- 19.53 psf 39.36 psf Wind Load = 23.62 psf (ASDI Wall Desi_g_n: MNWtQ= Mu»wtnc1 = Vertical Bars = # Vertical Bar Spacing= Steel In center or at face7 7Bl 908 12 C ft-lb (ASD) ft-lb (ASD) 0.625 In. dia. in.o.c. (C/F) d • 2.750 In de:ar to bar::: Center 0.31 In' steel/ft Mubt,_MM= phl-M0 • 1513 ft-lb (LRFO) (Wind Governst 3386 lb-ft (LRFDI OK Note: If controned by Wind Case C, the reinforcing may be reductd away from the end of tht wall WISEMAN + ROHY STRUCTURAL ENGINEERS BY 0m DATE lo 12-, PROJECT f\JCC., tr . 2 t I SHEET NO. __ OF __ w ~ ,-. ' ~ H E :---> ~ N"> ,~ --z.. .... t~ ~ JOB NO. ___ _ w ~ ~ i 1-.<o rc,,f ve,ro :. \ 15 . q v ~hr fv.,o -fr 4; ~ lf\\. DlW\J~ t 1V' 0 .(;. Mv:: l ?;, t; 'X\-\)1 X 11-.g ~~) X [~5/{) ~ 14 0 ~,Pf IT Tv:: \40 ~'?'(\•3/i1. ~ ~ °1 1~ vi t4 ·· ¢,vr:. o.q(ua1~0O ~0-1)lo:Lo1~2)" 101<boo Uo ✓ f6C,r, INli\fi'Vv~ DOWBl/ T\J::. .Rot 'J 1. 0 i( 0\ l'o1\:-~ \ 0 ~ lP \£ L ·--------. U.0t \-t\vt\ \-nT-t?-f t;Oo V-~ l (~et-r~n~ ~r') w/ <s I\ 0'nl?W I i=iiS~• Hilti PROFIS Engineering 3,0.70 www.hlltl.com Company: Address: Phone I Fax: Design: Fastening point: Specifier's comments: 1 Input data Anchor type and diameter: Item number: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off Installation: Profile: Wiseman + Rohy Structural Engineers Page: Specifier: I E-Mail: Concrete -Jun 16, 2021 Date: HIT-RE 500 V3 + Rebar A706 Gr.60 #5 not available (element)/ 2123401 HIT-RE 500 V3 (adhesive) h81,ac, = 6.000 in. (h01,11,n;1 = -In.) ASTM A 706 Gr.SO ESR-3814 3/1/2021 I 1/1/2023 Design Method ACI 318-141 Chem Elizabeth Miller emiller@wrengineers.com 6/16/2021 Base material: Installation: cracked concrete, 4000, le'= 4,000 psi; h = 48.000 in., Temp. short/long: 32/32 'F hammer drilled hole, Installation condition: Dry Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [In.] & Loading [lb, In.lb] tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) • d l !Design loads -Sustained loads X Input data and results must be checked for conformity with the exlsUng conditions and for plausibility! PROFIS Englneerv,g ( c) 2003-2021 H!U AG, FL-9494 Schaan Hmi Is a regislcrod Tradcmarl< of Hiti AG, Schaan 1 : 1 i S • • ----------------------Hilti PROFIS Engineering 3.0.70 www.hllti.com Company: Wiseman + Rohy Structural Engineers Page: Address: Phone I Fax: Design: Fastening point 1.1 Design results Case I Concrete -Jun 16, 2021 Description Combination 1 2 Load case/Resulting anchor forces Anchor reactions [I b] Tension force: (+Tension. -Compression) Specifier: E-Mail: Date: Forces [lb]/ Moments [in.lb] N = 1,836; V, = 0; Vy= 0; . M, = O; My = O; Mz = O; N,us = 0; M,,su, = 0; My,sus = 0; Anchor Tension force Shear force Shear force x Shear force y 1,836 0 0 max. concrete compressive strain: · [%o] max. concrete compressive stress: • [psi) resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): o [lb) 3 Tension load Load Nua [lb) Steel Strength• Bond Strength .. Sustained Tension Load Bond Strength' Concrete Breakout Failure" 1,836 1,836 N/A 1,836 • highest loaded anchor ••anchor group (anchors in tension) 3.1 Steel Strength N [lb) 24,800 0.750 ~ N,0 (lb] 18,600 N00 [lb) 1,836 Input data and re~ults must be checked for conformity w1U1 the existing conditions and for plausibility! 0 Capacity f N0 [lb] 18,600 2,056 N/A 1,863 PROFIS Engineering ( c) 2003-2021 Hilt\ AG, FL-9494 Schaan Hilli is a reglslered Trademark of Hilti AG. Schaan 2 Elizabeth Miller emiller@wrengineers.com 6/16/2021 Seismic Max. Utii. Anchor(%] yes 99 Utilization 13N = Nu,Jf Nn Status 10 OK 90 OK N/A N/A 99 OK 2 1:115;.1 Hilti PROFIS Engineering 3.0.70 www.hilti.com Company: Wiseman + Rohy Structural Engineers Page: 3 Address: Specifier: Elizabeth Miller Phone I Fax: I E-Mail: emlller@wrengineers.com Design: Concrete -Jun 16, 2021 Date: 6/1612021 Fastening point: 3.2 Bond Strength ANa (in.2] ~.o [in.2] c~• [in.] c. m,n nn.] coc (in.] 90.76 272.31 8.251 2.750 10.219 aovemead t I ll!l!i! (psi] t •,. (psi] 1.000 1,934 1,492 8c1 N nn.] 'V ec1,Na ec2N [in,] "' oc2.Na 'II ed,No 'II cp.Na a,.., .. is 0.000 1.000 0.000 1.000 0.800 1.000 0.900 A• NIZl![lb] ' ,,etsmlc '-· ,Ni!!l(lb] N!!!! (lb] 1.000 15,815 0.650 0.750 1.000 2,056 1,836 3.3 Concrete Breakout Failure A,..[in.2] ~nn.2] c1.., [in.] Coe [in.] 'I' c.N 99.00 324.00 2.750 10.219 1.000 e,1 is [in.] 'II ec1,N e,211 [in.] lj/ ec2,N 'l'ec,,N 'l'cp,N k" 0.000 1.000 0.000 1.000 0.792 1.000 17 A• Nb (lb] ~ , ... _ t NB!!l (lb] Nu• ~b] 1.000 15,802 0.650 0.750 1,863 1,836 1npul data and rH ults must be checked for conformlly with the exlst!ng conditions and for plausibility! PROFIS Engineering ( c) 2003-2021 Hali AG. FL-9494 Sehaan HilU is a reglslorod Trademark or HilU AG, Schaan 3 I:11S~• Hiltl PROFIS Engineering 3.0.70 www.hilti.com Company: Wiseman + Rohy Structural Engineers Address: Phone I Fax: I Design: Concrete -Jun 16, 2021 Fastening point: 4 Shear load Page: Specifier: E-Mail: Date: 4 Elizabeth Miller emiller@wrengineers.com 6/16/2021 Load V ua [lb] Capacity + V n [lb] Utilization llv = Vu.f'P V n Status Steel Strength· Steel failure (with lever arm)' Pryout Strength (Bond Strength controls)' Concrete edge failure in direction •• N/A NIA N/A N/A • highest loaded anchor "anchor group (relevant anchors) 5 Warnings NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A The anchor design methods in PROF IS Engineering require rigid anchor plates per current regulations (AS 5216:2018, ETAG 001 /Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered -the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid Is not carried out by PROF IS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions. For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ An anchor design approach for structures assigned to Seismic Design Category C, D. E or Fis given in ACI 318-14, Chapter 17, Section 17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. Ir this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b). Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c). Section 17 .2.3.4.3 (b) / Section 17 .2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension/ shear that can be transmitted to the anchors by a non-yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension/ shear obtained from design load combinations that include E, with E Increased by w0. Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors. Reference ACI 318-14, Section 17 .8.1. Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2021 Hilli AG, FL-9494 Schaan Hilli Is a reglslered Trademark of HilU AG, Schaan 4 PERMIT REPORT Revision Permit Print Date: 03/03/2022 Job Address: 2810 WHIPTAIL LOOP, # 102, CARLSBAD, CA 92010 (city of Carlsbad Permit No: PREV2021-0118 Status: Closed -Finaled Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revis Parcel #: 2091202800 Valuation: $0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: CBC2021-0063 Plan Check#: Description: DEFERRED HIGH-PILED STORAGE (INDOOR & OUT) Applicant: RYAN COMPANIES US INC 533 S 3RD ST, # STE 100 MINNEAPOLIS, MN 55415-1101 (612) 492-4791 FEE BUILDING PLAN REVIEW -Revisions BUILDING PLAN CHECK FEE (manual) FIRE High Piled Storage Total Fees: $1,030.50 Property Owner: GATEWAY PACIFIC VIEW LLC 4275 EXECUTIVE SQ, # 370 LA JOLLA, CA 92037-1466 Total Payments To Date: $1,030.50 Applied: 09/20/2021 Issued: 03/03/2022 Finaled Close Out: 03/03/2022 Inspector: TAlva Final Inspection: Contractor: RYAN COMPANIES US INC 533 S 3RD ST, # STE 100 MINNEAPOLIS, MN 55415-1101 (612) 492-4791 Balance Due: AMOUNT $64.50 $135.00 $831.00 $0.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov { City of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number CBC2o21 -oos3 Plan Revision Number PREV2021 -0\\ ~ ProjectAddress 2810 Whiptail Le>op W, Suite A102, Ca.rls~a.d, ~A 92010 General Scope of Revision/Deferred Submittal: High-Piled Combust~?l~_?to~age Permit CONTACT INFORMATION: Name Cari McKenzie Phone 727-200-0?~7 Fax~------- Add 13535 Feather Sound Drive c· Clearwater, FL z· 33762 ress _____________________ 1ty ______ ,p Email Address cnickenzie@pod~.com Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Ii) Plans D Calculations D Soils D Energy Ii) Other 2. 3. Describe revisions in detail List page(s) where each revision is shown Please see Plan Sheet A1 (prepared by The Kent Architectural Collaborative) and Sheet A1 and High-Piled Combustible Storage Report (prepared by Klausbruckner & Associates) for review and approval related to High-Piled Combustible Storage Permit. High-Piled Combustible Storage to be Group A plastic (Common Household Goods) in insulated metal "PODS" to be stacked one on top of the next with 1' separation between "PODS", min. of 15' between top of storage and sprinkler deflectors, and aisle widths of 44" throughout space. 4. Does this revision, in any way, alter the exterior of the project? D Yes Ii) No 5. Does this revision add ANY new floor area(s)? D Yes Ii] No 6. Does this revision affect any fire related issues? Ii) Yes D No 7. Is this a complete set? D Yes Ii) No £i'Signature ~~·7ttc.,&.~~~,~~u~------_____ _ Date 9/17/2021 1635 Faraday Avenue. Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 &!'.!!slit building@carlsbadca.gov www.carlsbadca.gov DATE: 10/13/2021 JURISDICTION: CARLSBAD • ll\T INTERWEST □ APPLICANT □ JURIS. PLAN CHECK#.: CB-PREV2021-0118(CBC2021-0063} ___ SET REVl PROJECT ADDRESS: 2810 Whiptail Loop West PROJECT NAME: Revision #1 of 2810 Whiptail Loop W. (Approved set included CBC2021-0063) ~ 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 plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at lnterwest 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: ~ lnterwest staff did not advise the applicant that the plan check has been completed. D lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephone 0 REMARKS: By: Steven Miller lnterwest (by: Telephone#: ) Email: Fax In Person Enclosures: 10/13 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CARLSBAD CB-PREV2021-0118 10/13/2021 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: Steven Miller PLAN CHECK#.: CB-PREV2021-0118 DATE: 10/13/2021 BUILDING ADDRESS: 2810 Whiptail Loop West BUILDING OCCUPANCY: Sl BUILDING AREA Valuation PORTION ( Sq. Ft) Multiplier Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code #N/A 1997 UBC Buildin Permit Fee g .... t:.rorr you checl<ect Gortip. t<evIew and Hourly at the same time 1997 UBC Plan Check Fee • Type of Review: Complete Review D Other Reg. VALUE Mod. D Structural Only D Repetitive Fee .,.. Repeats 0 Hourly EsGil Fee 1--___ 1_.---151 Hrs. @ • $90.00_ * Based on hourly rate Comments: In addition to the above fee, an additional fee of$ $ /hr.) for the CalGreen review. ($) $1Js.001 is due ( hour@ Sheet 1 of 1 • KLAUSSRUCI<NER AND ASSOC!ATES 2495 Truxtun Road, Suite 205 San Diego, CA 92106 Tel: (619) 677-2004 Fax: (619) 677-2444 PODS ENTERPRISES, LLC (Building A) 2810 WHIPTAIL LoOP CARLSBAD, CA 92010 High-Piled Combustible Storage Repo CITY OF CARLSBAD FIRE DEPARTMENT APPROVED Subject to field Inspection and required tests, notations hereon, condi .. ons In correspondence and conformance with applicable regulations. The stamping of these plans shall not be held to permit or approve the violation of any fws. By 1)....G,c.,..; ot> Date I• l-r cl( Rev 2.0 August 24, 2021 N 0 ... ~ >=' ::, 0 oil tl:'. 0 0 0 z = Q. ~ 0 ti! C0 Qo 'I"" ...J tii 'I"" ...J 0 0 -W I <( 6:: "1""1--' N 0.13 0 j: 'i: ~;:;~ WOtl:'. 0::: ... [±J '1. !lS ~ I w a: -LL 0 ..-co OC\I coo ~ C\I C\I a--~ C\10 0 ..-~ (J)(J) I 0 ~ C\I N 0 N > w CV) 0::: CD 0 0 Q. I ..- C\I 0 C\I 0 Ill 0 " ,. 1 t • "' ltevlSiilll · Date· 1.0 June 16, 2021 2.0 Au ust 24, 2021 EK DISCLAIMER This report is the property of Klausbruckner & Associates, Inc. and was prepared exclusively for use by PODS Enterprises, LLC (alternatively known as ''the owners" or ''the business owners" throughout this report) for the storage & occupancy conditions described in this report. PODS Enterprises, LLC conditions and operations addressed herein are based on information provided to the report by PODS Enterprises, LLC. Discrepancies between the information presented herein (including sprinkler system information) and actual conditions and conditions presented on plans are the sole responsibility of PODS Enterprises, LLC. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by PODS Enteiprises, LLC shall be utilized only by PODS Enteiprises, LLC 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 or for any other puipose or conditions not specifically addressed in this report. Any non-high-piled storage related code information provided in this report is for background information only and should not be considered as a complete report on the subject. Confirmation of compliance with the adopted edition of NFPA-13 for existing, new and/or tenant improvements to the sprinkler system is outside the scope of this Rev 2. 0 -PODS Enterprises, LLC 2810 Whip/ail Loop W. "Bldg A", Carlsbad, CA report. Page ii • Table of Contents 1. SUMMARYTABLE ............................................................................................................................. 1 2. INTRODUCTION ................................................................................................................................. 4 3. BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES .................................................. 5 3.1 BlITLDING CONSTRUCTION & DESIGN .................................................................................................. 5 3.2 OCCUPANCIES ...................................................................................................................................... 5 4. HIGH-PILED STORAGE REQUIREMENTS ................................................................................... 6 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM ................................................................................................. 7 4. I. I Floor Storage of PODS.... .. .. 7 4./.2 Idle Pallet Storage..... . ...... 7 4.1.3 Additional Protection Requirements. . ...... 8 4.1.3.1 Extent of Protection ................................................................................................................................ 8 4.1.3.2 Protection of Steel Columns ................................................................................................................... 8 4.1.3.3 Fixed Obstructions .................................................................................................................................. 8 4.1.3.4 Ceiling Slopes ......................................................................................................................................... 8 4.1.3.5 ESFR Sprinkler System Separation ........................................................................................................ 8 4.1.3.6 ESFR & Construction Type .................................................................................................................... 8 4.1.3.7 Open Top Containers .............................................................................................................................. 8 4.2 ALARMIMONTIORING ........................................................................................................................... 9 4.3 BUILDING ACCESS -DOORS & ROADS ................................................................................................. 9 4.3.1 Fire Department Access Doors...... .. .......... 9 4.3.2 Access Roads ................ JO 4.4 SMOKEANDHEATREMOVAL ............................................................................................................. 11 4.5 PORTABLE FIRE EXTINGlITSHERS ........................................................................................................ 11 4.6 AISLE WIDTHS ................................................................................................................................... 11 4.7 HOUSEKEEPING & MAINTENANCE ..................................................................................................... 12 4.8 MAXIMUM PILE DIMENSION ............................................................................................................... 12 4.9 FLUE SPACES ...................................................................................................................................... 12 5. MEANS OF EGRESS ......................................................................................................................... 13 5.1 STORAGE [S-1 OCCUPANCY] .............................................................................................................. 13 6. EXPOSURES ....................................................................................................................................... 14 6.1 OCCUPANCY SEPARATION .................................................................................................................. 14 6.2 SEPARATION OF HIGH-PILED STORAGE AREAS .................................................................................. 14 6.3 ALLOWABLE AREA AND SIDEYARDS .................................................................................................. 14 7. DOCUMENTS & APPROVED STORAGE LAYOUT ................................................................... 15 7.1 APPROVED CONSTRUCTION DOCUMENTS ........................................................................................... 15 7 .2 APPROVED STORAGE LAYOUT ........................................................................................................... 15 8. CONCLUSION .................................................................................................................................... 16 9. APPENDIX A: ATTACHMENTS ..................................................................................................... 17 Rev 2. 0 -PODS Enterprises. LLC 2810 Wh1ptail Loop W. "Bldg A", Carlsbad, CA Page iii 1. Summary Table TOPtC • cooi:SEi:1:,iim •··· •<· ·· ~iii\vM:)l{l;NTS •.·• '".':".:_.:~,:;-,:;_:::, ... '_,;, ·;_:,_, ·:' '" '·-_·-::. Construction Type Architectural Plans Existing Type VB Building Fullv sorinklered Approximate Architectural Plans PODS Enterprises, LLC -Building A, Suite 2: Square Footage W arehouse/HPS: 31,500 ft2 Total Suite: 31,500 ft2 Total Buildino: 75,094 ft2 /Includino Mezzanine) Occupancies & CBC Sections 302, PODS Occupancies are as follows, unless specified otherwise Separations 311 by the Architect of Record: • Warehouse: S-1 (Storage) Storage CFC 3203.1, Group A Plastics Unexpanded*, Cartoned Commodity 3203.6, 3203.7.1, * May contain up to 40% expanded plastics by volume as Table 3203.8 allowed by NFPA Figure 5.6.3.3.3(a) NFPA-13 [2016], Idle wood pallets Section 5.6.4.1.1.2(3), Fire Marshal Metz has (previously for Building B) approved Figure 5.6.3.3.3(a) the PODS be treated as Cartoned, Unexpanded Group A Plastics. Automatic CFC 3208.2, Table PODS: Floor/Palletized Storage Area: Group A Sprinkler 3206.2 Unexpanded Plastics, Cartoned Protection • Maximum Storage Height: ::; 25'-0" NFPA-13 [2016] • Maximum Ceiling Height: < 40'-0" Sections 3.9.2.3 • Aisle Widths: 2: 44" • Floor/Palletized Storage ·• Sprinkler Design: NFPA-13 [2016] • Early Suppression Fast Response (ESFR) pendent Sections sprinklers, 25.2 k-factor 8.12.3.1(2), • Minimum clearance 36" from deflector to top of storage 8.12.3.4, 8.12.6, • Maximum coverage area 100 ft2 per sprinkler 12.8.6, 15.4 Tables • Maximwn distance between sprinklers 1 0' -0" 8.12.2.2.1, 12.8.6, • Minimwn distance between sprinkler 8 '-0" 15.4.1 • Twelve flowing sprinklers at 25 psi o Four on each of three branch lines • Hose allowance 25 0 gpm • Water supply duration 60 minutes • Design shall be in accordance with the 2016 Edition of NFPA-13. See Section 4.1.3 of this report for additional requirements. Please note that the existing K-15.l ESFR with 11 pendent heads calculated at 60 psi meets the requirements above as well as for Exposed, Group A Unexpanded Plastics. No overhead upgrades required. .. Rev 2. 0 -PODS Enterprises. LLC l \~ '" ,,, I Page 1 2810 Whiptail Loop W. "Bldg A", Carlsbad, CA ',t·,;, ,.,, ., ' ,r; ~,,,o•' ,-}, :·, ' TOPIC Automatic Sprinkler Protection (Continued) Flues Spaces Building Access - Roads & Doors Smoke and Heat Removal NFPA-13 [2016] Sections 8.12.3.1(2), 8.12.3.4, 8.12.6, 12.7.6.3, 12.8.6, 12.12.1.1(3), 12.12.1.2(3), 12.12.1.3, Tables 12.8.6, 12.12. J.2( C) CFC 3208.3 CFC Table 3206.2, Section 503.2, 3206.6, 3206. 7 CFC Table 3206.2 footnote h & Section 910.2 Exception 2 Rev 2. O -PODS Enterprises. LLC I 2810 Whiplail Loop W. "Bldg A", Carlsbad, CA Floor Storage of Idle Wood Pallets • Maximum Storage Height: :S 25 '-0" • Maximum Ceiling Height: < 40'-0" • Aisle Widths: :,:: 44" Sprinkler Design: • Early Suppression Fast Response (ESFR) pendent sprinklers, 25.2 k-factor • Minimum clearance 36" from deflector to top of storage • Maximum coverage area 100 ft2 per sprinkler • Maximum distance between sprinklers 10'-0" ■ Minimum distance between sprinkler 8'-0" • Twelve flowing sprinklers at 25 psi o Four on each of three branch lines • Hose allowance 25 0 gpm • Water supply duration 60 minutes • Design shall be in accordance with the 2016 Edition of NFPA-13. See Section 4.1.3 of this report for additional requirements. The existing K-25.2 ESFR with 12 pendent heads calculated at 60 psi meets the requirements above. No overhead unarades required. Flue spaces not required for Palletized/Floor Storage. Minimum 1 '-0" separation between PODS is recommended to allow water distribution from overhead snrinklers. Access roads and doors are required for high-piled storage of High Hazard/Group A Commodities area >2,500 ft'. Access Roads: • Access roads required by CFC Section 503 • Access roads are existing and have been approved as part of the original building plans. Access Doors: • One access door required per each 125 lineal feet of exterior walls if exterior wall faces an access road. o The linear distance between adjacent access doors is allowed to exceed 100 feet (up to 200 feet) in existing buildings where no change in occupancy is proposed. The number and distribution of access doors in existing buildings shall be approved. • Three (3) access doors exit along the plan north, two (2) access doors exit along the plan east, and two (2) access doors exist along the plan south where exterior walls face an access road. • Access doors are existing and previously approved. Final location and number of access doors is pending fire department annroval. Smoke and heat vents are not required with ESFR sprinkler protection, if exit access travel distance does not exceed 250 feet l Page 2 r'.T01'1c>-• .• •>>; • CODE SEC'riO!\f: Aisle Width CFC 3206.10 CFC 3206.10.3 Maximum Pile CFC Table 3206.2 Dimension for Palletized/Floor Storage Alarm/Monitoring CFC 903.4 Portable Fire CFC 906.1 & Extinguishers Table 906.3(1), 906.3(2) Haz/Materials NIA Allowable Area CBC Table 503 Rev 2. 0 -PODS Enterprises. LLC 2810 Whiptail Loop W. "Bldg A", Carlsbad, CA CJuir~nuoo:liwrrS • •· ;,;,:o' •• >: ........ : .• :: .. •.· . • Minimum required aisle width is 44" are required in sprinkler buildings with high-piled storage. • Cross aisles used only for employee access between aisles shall be a minimum of 24" wide. • Dead ends shall not exceed 50 feet in length. PODS Enterprises, LLC agrees to maintain a minimum of 44" aisles. NOTE: Any floor/palletized storage cannot obstruct the minimum width of the aisles. Maximum Pile Dimension: 60 feet Maximum Pile Height: 30 feet [25 feet proposed] Maximum Pile Volume: 75,000 cubic feet 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 bv a listed fire alarm control m1it. High-piled Storage Areas: 4-A:20-B:C • Max travel distance: 50 ft • Max area oer extirnrnisher: 4,000 ft2 NA. Not Part of the Scope of This R=ort Not within the scope of this report. Existing Building. No proposed changes to type of construction, building square footal!e or occunancv. Page 3 2. Introduction The following is a high-piled combustible storage code compliance report for PODS Enterprises, LLC, located at 2810 Whiptail Loop (Building A -Suite 2) in the city of Carlsbad, CA. This report is intended to help both the owners and the fire department in expediting plan review and effectively determine the requirements necessary to meet the Fire Code. This report is based on the 2019 Editions of the California Fire Code and the Building Code, and the 2016 Edition ofNFPA-13, Standard for the Installation of Sprinkler Systems. Rev 2. 0 -PODS Enterprises, LLC Page 4 2810 Whiptail Loop W. "Bldg A", rarlshad, CA 3. Building Construction, Design, and Occupancies 3. 1 Building Construction & Design PODS Enterprises, LLC is proposing to occupy a 31,500 ft2 warehouse in an existing 75,094 ft2 (including mezzanine) building. The building is fully sprinklered and of Type VB Construction. No expansion or structural modification to the building is planned at this time (Attachment #1). 3.2 Occupancies PODS Enterprises, LLC uses the building for warehouse, and office space. High-piled storage of PODS on floor is proposed. Aisles of at least 44" will be present in the storage areas. PODS Enterprises, LLC will be classified overall as a S-1 Occupancy, as defined by CBC 302-311, unless otherwise specified by the Architect of Record (Attachment #2). Rev 2. 0 -PODS Enterprises, LLC 2810 Whiptail Loop W. "Bldg A", Carlsbad, CA S-1 S-1 Unknown ,,, ~D.9~TJ!l .. · AREA.SQ; n .. •• 31,500 31,500 75,094 Page 5 .. 4. High-Piled Storage Requirements The commodities are High Hazard/Group A Plastic Commodities [Unexpanded, Cartoned]. The overall commodity classification per CFC Section 3203.1 through 3203. 7 .1 is designated as High Hazard/Group A Plastics (Attachment #3). Products Method of Storage Cartoned? Encapsulated Commodity (Attachment Storage Height Class #3) PODS High Containing Hazard/Group Household Floor :S 25'-0" Yes* Yes A Goods* (Unexpanded) Plastics Idle Pallets Floor <25'-0" No No Hioh Hazard *May contam up to 40% expanded plastics by volmne as allowed by NFPA Figure 5.6.3.3.3(a). Frre Marshal Metz has approved (previous project in Building B) the PODS be treated as Cartoned, Unexpanded Group A Plastics. 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 in Section 3204.2. The highest commodity stored in this building is High Hazard/Group A Plastics. Based on CFC Table 3206.2 (Attachment #5), the following fire protection requirements will be provided by PODS Enterprises, LLC to meet the requirements of CFC Chapter 32 (2019 Edition) and NFPA-13 (2016 Edition) for the entire storage area: Rev 2. 0 -PODS Enterprises, LLC 2810 Whip/a,/ Loop W. "Bldg A", Carlsbad, CA Page 6 4.1 Automatic Fire Sprinkler System 4.1.1 Floor Storage of PODS The following requirements are based on NFPA-13 (2016 Edition) (Attachment #6A): Commodity Stored: Type of Storage: Flue Spaces: Aisle Widths: Maximum Storage Height: Maximum Ceiling Height: Ceiling Sprinkler Design: High Hazard/Group A Plastics [Unexpanded and Cartoned] Floor Not required for floor storage. A minimum I' -0'' separation between PODS is recommended and proposed to allow water distribution from overhead sprinklers. c:: 44" :::25'-0" :'.S 40' -0" Early Suppression Fast Response (ESFR) pendent ceiling sprinklers; minimum K-factor 25.2; minimum 25 psi at each of twelve flowing sprinklers; maximum coverage area 100 ft2; minimum spacing 8'-0" between sprinklers; maximum spacing IO' -0" between sprinklers; minimum 36" clearance from deflector to top of storage; hose allowance 250 gpm NOTE: The existing K-25.2 ESFR with 12 pendent heads calculated at 60 psi meets the requirements above as well as for Exposed, Group A Unexpanded Plastics to the same storage height. No overhead upgrades required. 4.1.2 Idle Pallet Storage The following requirements are based onNFPA-13 (2016 Edition) (Attachment #6B): Commodity Stored: Storage Type: Aisle Widths: Maximum Storage Height: Maximum Ceiling Height: Ceiling Sprinkler: Idle Wood Pallets Floor/Palletized 2': 44" :'.S 25'-0" :'.S 40' -0" Early Suppression Fast Response (ESFR) pendent ceiling sprinklers; minimum K-factor 25.2; minimum 25 psi at each of twelve flowing sprinklers; maximum coverage area I 00 ft2; minimum spacing 8 '-0" between sprinklers; maximum spacing IO' -0" between sprinklers; minimum 36" clearance from deflector to top of storage; hose allowance 250 gpm NOTE: The existing K-25.2 ESFR with 12 pendent heads calculated at 60 psi meets the requirements above. No overhead upgrades required. Rev 2. 0 -PODS Enterprises, LLC 2810 Whiptail Loop W. "Bldg A", Carlsbad, CA Page 7 4.1.3 Additional Protection Requirements 4.1.3.1 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 or to a full height wall. 4.1.3.2 Protection of Steel Columns Protection of steel columns is not applicable to floor storage. Protection of steel columns is only applicable to rack storage. There are no proposed storage on racks within this facility. 4.1.3.3 Fixed Obstructions Per NFPA-13 Sections 8.5.5.3. l (Attachment #7), fire sprinklers are not required under fixed obstruction or open grate flowing unless their width is in excess of 4 ft. 4.1.3.4 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. 1.3. 5 ESFR Sprinkler System Separation Per NFPA-13 Section 8.4.6.4 (Attachment #7), where ESFR sprinkler systems are installed adjacent to sprinkler systems with standard-response sprinklers, a draft curtain of noncombustible construction and at least 2 ft in depth shall be required to separate the two areas. A clear aisle of at least 4 ft centered below the draft curtain shall be maintained for separation. The entire warehouse is protected with an ESFR system. Therefore the requirements of Section 8.4.6.4 do not apply. 4.1.3.6 ESFR & Construction Type Per NFPA-13 Section 8.4.6.3 and Table 8.12.2.2.1 (Attachment #7), protection using ESFR sprinkler systems is not allowed in areas with obstructed combustible construction. 4.1.3. 7 Open Top Containers Per NFPA-13 Table 15.4.1 (Attachment #7), ESFR sprinkler systems shall not apply to open- top containers. Please note that there are no proposed open top combustible containers in PODS Enterprises, LLC. Rev 2. 0 -PODS Enterprises, LLC 2810 Whiprail Loop W. "Bldg A", Carlsbad, CA Page 8 4.2 Alarm/Monitoring Per CFC 903.4 (Attachment #8), all valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures, and water-flow switches on all sprinkler systems (if serving> 6 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Alarm, supervisory and trouble signals shall be distinctly different and shall be automatically transmitted to an approved supervising station or, when approved by the fire code official, shall sound an audible signal at a constantly attended location. An 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 fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. 4.3 Building Access -Doors & Roads Per CFC Table 3206.2 (Attachment #9), building access is required for high-piled storage areas of High Hazard/Group A Plastic commodities >2,500 ft2• 4.3.1 Fire Department Access Doors Per CFC 3206.7 (Attachment #9), 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 of 2 inches with a minimum stroke of 3 /s inch. Rev 2. 0 -PODS Enterprises, LLC 2810 Whiptail Loop W. "Bldg A", Carlsbad, CA Page9 • 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. Please note that access doors are only required where the warehouse exterior walls faces an access road. Access doors are existing and have been previously approved as part of the shell building plans. There are: • Three (3) access doors located on the north side of the building • Two (2) access doors located on the south side of the building • Two (2) access doors located on the east side of the building 4.3.2 Access Roads Per CFC 3206.6 (Attachment #9), where building access is required, fire apparatus access roads shall be provided within 150 feet of all portions of the exterior walls of buildings used for high-piled storage. Per CFC 503.2 (Attachment #9), fire apparatus access roads shall have an unobstructed width of not less than 20 feet, exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches. The fire code official shall have the authority to require or permit modifications to the required access widths where they are inadequate for fire or rescue operations or where necessary to meet the public safety objectives of the jurisdiction. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. The required turning radius of a fire apparatus access road shall be determined by the fire code official. Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved area for turning around fire apparatus. The grade of the fire apparatus access road shall be within the limits established by the fire code official based on the fire department's apparatus. The angle of approach and departure for fire apparatus access roads shall be within the limits established by the fire code official based on the fire department's apparatus. Access roads are existing and have been previously approved as part of the shell building plans. Rev 2. 0 -PODS Enterprises, LLC Page 10 2810 Whiptail Loop W. "Bldg A", Carlsbad, lA 4.4 Smoke and Heat Removal Per CFC Table 3206.2 footnote hand Section 910.2, Exception 2, (Attachment #10), smoke and heat removal is not required for high-piled storage areas protected by an ESFR sprinkler system and exit travel distance does not exceed 250 feet. 4.5 Portable Fire Extinguishers Per CFC 906 and 3206.10 (Attachment #11), portable fire extinguishers shall be installed in the following locations: • In new and existing Group S occupancies • Where required by the sections indicated in Table 906.1. Per CFC Table 906.3(1) & 906.3(2) (Attachment #11), the following is the proposed fire extinguisher type and layout: Storage Areas: 4-A:20-B:C @ Travel Distance :S 50 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. 4. 6 Aisle Widths Per CFC 3206.10 (Attachment #I 2), aisles in sprinklered high-piled storage areas, not accessible to the public, shall comply with the following: • Aisles shall be a minimum of 44 inches. • Cross aisles used only for employee access between aisles shall be a minimum of 24 inches in width. • Required aisle widths shall extend from floor to ceiling. • Dead-end aisles shall not exceed 50 feet in length. PODS Enterprises, LLC agree to meet the above requirements for aisle widths and dead ends and to maintain a minimum of 44" aisle widths within the high piled storage area .. Additionally, the owners agree to arrange their floor/palletized storage (if any), such that it does not obstruct the minimum required widths of the aisles. Rev 2. 0 -PODS Enterprises, LLC 2810 Whiptail Loop W. "Bldg A", Carlsbad, CA Page 11 4.7 Housekeeping & Maintenance Per CFC 901.6 and 3205 (Attachment #13), the following are general maintenance and safety requirements, of which PODS Enterprises, LLC agrees to comply with: ■ ■ ■ ■ ■ ■ 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. Pile Dimensions and Height Limitations. See section 4.8 of this report for maximum pile dimensions. Flue Spaces. Flue spaces shall be maintained for rack storage. 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 Maximum Pile Dimension Per Table 3208.3 (Attachment #14), the following maximum pile dimensions shall apply to the high piled storage of floor/palletized storage of materials: • Maximum Pile Dimension: 60 feet ■ Maximum Pile Height: 30 feet [25 feet proposed] • Maximum Pile Volume: 75,000 cubic feet 4.9 Flue Spaces Per CFC 3208.3 (Attachment #15), flue spaces are only required for rack storage. There is no rack storage planned for this building; therefore flue spaces are not applicable. A minimum I' -0" separation between PODS is recommended to allow water distribution from overhead sprinklers. PODS Enterprises, LLC agrees to maintain the minimum I' -0" separation between PODS. Rev 2. 0 -PODS Enterprises, LLC Page 12 2810 Whiplail Loop W. "Bldg A", Carlsbad, C' A 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 occupancy load of 29 and the common path of egress travel shall not exceed 100 feet. • Per CBC Table 1017.2.2, exit access travel distance shall not exceed 250 feet. o Per CBC 1017.2.2, the maximum exit access travel distance can be increased to 400 feet in Group S-1 occupancies where all of the following conditions are met: 1. The portion of the building classified as Group S-1 is limited to one story in height. 2. The minimum height from the finished floor to the bottom of the ceiling or roof slab or deck is 24 feet. 3. The building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. • Per CBC I 020.4 Exception 2, dead ends through common path of egress shall not exceed 50 feet. Rev 2. 0 -PODS Enterprises, LLC 2810 Wh1plail Loop W. ''Bldg A", Carlsbad, CA Page 13 6. Exposures 6. 1 Occupancy Separation PODS Enterprises, LLC's entire suite is classified as S-1 occupancy, unless otherwise specified by the Architect of Record. Based on CBC Table 508.4 (Attachment #17), there are no requirements for mixed occupancy fire barrier walls between different S-1 occupancies/areas. 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 I 00 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. A minimum of I-hour fire barrier walls constructed in accordance with the California Building Code is proposed between the PODS Enterprises LLC suite and any adjacent suite(s). 6.3 Allowable Area and Sideyards The building is existing. There are no proposed changes to the occupancy, construction or square footage of the building. Rev 2. 0 -PODS Enterprises, LLC Page 14 2810 Whiplail Loop W. "Bldg A", 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: I. 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 of required fire department access doors. 9. Location of valves controlling the water supply of ceiling and in-rack sprinklers. Rev 2. 0 -PODS Enterprises, LLC 2810 Whiptatl Loop W "Bldg A", Carlsbad, CA Page 15 8. Conclusion lt 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 of:--;FPA-13 S1andardfi1r the /11sta/la1io11 of Sprinkler Systems. for the type of occupancy and storage. By way of my signature. PODS Enterprises. LLC agrees to meet the storage conditions required and specified in this report 1z1J PODS Enterprises, LLC Rcprcscmativc (Sign Name) Date PODS Enterprises. LLC Representative (Print Name) \ Re.-2.0 -PODS Enterprises, LU' I ::xiii 1-Ff;rpf,til L>ri(' IV 'RM.!, ,l . (QrM11,1d, CJ Page 16 9. Appendix A: Attachments Attachment #1: Attachment #2: Attach men! #3: Attachment #4: Attachment #5: Attachment #16A: Attachment #16B: Attach men! #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: BUILDING CONSTRUCTION AND DESIGN OCCUPANCIES COMMODITY CLASSIFICATION DESIGNATION OF HIGH PILED STORAGE GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS- PODS AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS- IDLE PALLETS ADDITIONAL PROTECTION REQUIREMENTS ALARM/MONITORING BUILDING ACCESS -DOORS & ROADS SMOKE AND HEAT REMOVAL PORTABLE FIRE EXTINGUISHERS AISLE WIDTHS HOUSEKEEPING & MAINTENANCE MAXIMUM PILE DIMENSION FLUE SPACES FOR RACK STORAGE MEANS OF EGRESS OCCUPANCY SEPARATION SEPARATION OF HIGH-PILED STORAGE AREAS APPROVED STORAGE LAYOUT & CONSTRUCTION DOCUMENTS Rev 2. 0 -PODS Enterprises, LLC 2810 Whip/ail Loop W. "Bldg A", Carlsbad, CA Page 17 ATTACIDvtENT # 1 BUILDING CONSTRUCTION & DESIGN /. ,• ADOllKlN~ 5£TBAQ( 20· RO,R SEl8AO< SITE LEGEND: ◄ OMK MICH UUl"'I( 00011 O GRADE LEVEL T•urK DOOR * GLA'i~ ltOLL-UP DOOR Pltll~,EO M[lZAtrUNE FINAL MEZZANlt.E Lnt'AflON T&O DUIIIHC BlD<i PEAl,llnlNG AND,IOll l I RYAN ~,~.t' fl TO, a ~OPC PODS Suite in ~}/;_-· A ' ...... ~·l'UX)fll •U.-.,~ -...,11.,_ .::~Jl.- t-~ ~~·-·I ...... f:!<IJJTLE_O_,t>._~-~~S u,t~lll;'"41,M1t1llll'IJ.1~5f•,,.,.~fD-6'.lft'U ffil!:'::. •'9 ... IV ~=~:~==~= :::::r.:. ~:,:i1::i._r: tw1•to•1i::tu,c,t• , ..... "·""'~ ,_._. HT •1"\l'llU" -111..-.,1, ::li.:::~ ~1·!~=: U(AI •fu:JU UtA1 •s.near ••U•••-J• ::~: :;-::;: u-... ,~ ..... ,u, •• ~ ... -., .-91 :att\t •u1, .. 3S, ,itn11wrL-s1uu,ir ll(U4fllJII. •1.-Ut1n ~:;)!':M, ·u.,uu, ~PUM,·•1",_I,..., •tU.U.tllt. -u-,, ..... ,,.CUM~ ..... , .,....,., ! ·-t--·-· ! PAR~IN_G SUMM~KV !D_T_Sl)_Mf.lA~V ••1.-M'fltflt(•ltDl•,,_fn-...U ••1-Ul!INICl.llilo01/l_1,_ ·w-1'1H,1111f4(.NI.-,-~-11au.1 . .,_.,.AIIMM'M:TWI•, .,..,,,_,, .,,_,.,_'1',.U U.S( IIPM• ,-:,IHW •1"'1U.ll'W~'--1 ,,-...,1,11-u NlM.Mrt-• 19141.l'UK-•l~to-tllll4U.1 m•L•~uu .. , 11411D6,11D•AJ11'-IJIIG.U·,1rt"1ltOlfU.M.,t.M;tt\\l4,LU ~,ac,u•o.1111Gr,1,-1nt14LU tM.AllU tMUWC r'Ut' U1AlU ~~,~~~':!,"•" IV~1191.ll1it.Ul tt!AlU .V.UUMtlT ... U,.~ltalUl TIIT4,L"tl'Vtll(0,7119SUHI ,AJ1:1u11,u1•"°°"""0,1.,,n- "°""'u""''-U ,,,.,,..,,.,,,._,_ SCHCME:12 ,_,,l.11 •• 1,.,,., .... , __ 1., .... , ·~.., 1,,,...,, ,.-ao, )flU.t,DT 80TTOW CX" Sl0PC ,-4• AODIOONM. / r:.~ srnACK CONCEPTUAL SITE PLAN PACrnc VISTA COMMUCE CENTER CARLSBAD, CALIFORNIA PROJECT DATA !oil[ All[A (,1105!, 2f> A(' U,11',S98.5 ~Fl Jrj[T lMINUS SET8Af'K,. DETENTION AHD HOPE'I • ll AC (••7l,901SA ZONE , ... PLANNED INDUSTRIAL (CARLSBAD DAll.!o NO.TH SP11U OET[NflON. -=.67,908 U "'6" LOT C"OVUAG[: ffl,,1t6Sf/l,Uf>..S'965 Sf -l4"-PIIOVIDED 50% ALLOW£0 MAX ll.OG HEIGHT AIOV£ Po\O • Jq PROVIDED IHfl(;HT DOU NOT INCLUDE ANY ARCHITECTURAL ELEMENT$ ,ucH AS TOWERS 1'111 ACCENT F[.t,TUR£5 ANO Ill 9ASEO ON PIIIM,OV HEl(;HT OF fXTEIIIOll WALLS, UP TO ,5• WITH AODITICNAL !\[TIACK.J EMPLOYEE EATING AREA REQUIRED ~24,210 Sf" EMPLOVCE U,TIN(, ARCA PlitOVIO[D AAEA I• ! •,,J5 SF / AREA 2 •7,12SSF M!:EA l • 1,200 SF AREA•· ~•,7ff SF AREA!>, ·•.uosF AREA.-• J,lfSOSF TOTAL [MPLOYEE EATIN(, AREA PROVIDED -2.8,550SF (SE[ LANDSCAPE PL.AN, FOIi DETAILS) PARKIN(, LOT LANDSCAPE AREA PIU)VIOEO: .?;11,Ml! 'f ~ 8% (}l TIIE[ PEIi C•J PAIIKING STALLS PIIOVIDEO,.. 1112 TIIEES AEQUIIIEO 187 PA.OVIDEO 8 UllOING AREA.A 9UllOINC AIIEA 9 !UllDINC. AREg 8UIL01NC. TOU,L COVUED BIKE LOC'KU ~75,"45'= .!:.lll,"'9 ,,. •21• ">11 !,F .?;'01,50) SF "!"•ff SF 'FA II CiltOSS O_)fo f.A. •• NET O.tl ( -.... -r .. --r,·v-,--.-r,,,y.......-,-.,.-r.,· .. I~ "\ :: TOTA~:~~/f~• ~~)21 SF 1 '> MEZZANIN[ •6,.7JJ5F'al-.,r. •, :_...,._ ... _,I, .. ..,,_ .. ..,,_ .. _,,_ .. _,,_ .. _,,_.._,_ .. ..,, _ _; BUllDINC. 8 tOfAL Aft[A; ~ 11'.ll'M SF GltOUND FLOO• • 112,2'5 SF MEZZit.NIH[ • 1,66) SF@l-5% ~~~kt1!'il.. !-llC,.511 SF (;ftf)UNO fl.0011 • 202,070 SF M£ZZAHINE • 11,01 5F@f,'JI, PARKING SUMMARY ••t.,60UnfFICE •l/2SO 1,_.5TALLS •H,10I SF WAJIUfACfUIIINCi ~ V-.0 206STAlLS • z<N,721 Sf WAR[HOUS[ iii 1/1000 1'1 STAll5 TOTAL PARKIN{, lilEQUIIIEO ""651 STALLS ,r.u.DAIIO PA.HING 85 .. IT-fo' W/ r-,·nvElilHANG· .,, STALLS coM,ACT PAIIKING 8d"t: 1n STALLS u ,S% PARALL[lPARKJNG 7XZ4 .&STALU CLUH AIA s• STALU , 8% EV \~STALLS n W [V Al"CESSl8L[ ST ALU · ~ STALL5 ACCUS19LE UALU 15!,1.t.LU TOIAL PIH)V10E0 724 'iTAUS PAllt.lNG RATIO P•OVIDED 1.17/1000 LONG.l(RM 91KU J7 (<I! 5% OF PAAKINC. SHOAT-T£11M BUCU. lHo 5% OF PAlll(IMC. ADT SUMMARY ••l,J60 SF Offl{'E u 20 ADT/1000 SF • 111,200 SF MANUFACTURING Q!,I t ADT/1000 SF •2~,721 SF WAREHOUU ~ 5 AOTIIOOO SF: TOT.l.lo\OTS PIIOPOHO TOTAL ALLOWABLE A.OT 1128AOT '2't,t,Dl 1,•5• A.OT 2,t.11 AOT ,,OU.!io\OT ff] WARE MALCOMB SDGl-.N',t.tJ,A :'Cit.DI tt, ..... , ... ur 1 PVCC SUITE A102 TENANT IMPROVEMENT OVERALL PLAN 1" = 30'-0" A.1 I A.2 l~.3 A.41 A.5 A.6 ,A? I A8 ) --r~+;,c;.:-~Jr l , 1 l I f F· -F, r~~E ·····-! ' tj}t/l:} 0i~ S L I ! I , bJ l f'? ·1 I '::~;--:t: TI I I I l --I';,,-~:·.;: 1•4;'[,S ---~ ~-;'.}_ ----'-I ---,!' __ ----,'------,------1~6.-J-iA_:>J--;-.s;m I . . f' , ~, .; ,:; C . I I ~)' I A-2--) i · , -:-> • r;, <,/ _ -· I . I -.._.. j . : H I ~t s.> ,'" ,..;.""1 I j I l_ =.__J I H /' re 'I : -, , 1 I j I i ~ r1-X .:,._ ~.: :'f.._J_.:_ ;~;_. ----1--i------1------------t ~AC "lIT lli ~--' WAREHOUSE I j I 0 I --I ----,----,----! -!----! ---r·~~) I I I I 1--------. --i-L....!'---'-r= -1 -~~~ I '. : ~-t-~=. ·•j · ~~~t7r -'LB1 ~ ,. ~--t-c· 1 I ' ~-~ l RYAN 0 0 0 . 01~i_ ~ 1mi -,.,.,.-; I --, 1 % , -~ !~ . I ,,.,._. 0 0 0 r~1,rv, 11,: _,,.::.r-r "f..,._,. ·v~,.. . L:,l 0 5YM60l U'GEND Cl 8' x lb' CONTAINER OPTIONAL 7' x 7' CONTAINER OPTIONAL 8' x 12' CQI./TAINER NOTE, .. , ___ ___ I SG'-0' , ~ , ___ 52'-<L.___,, 12"-MINIMUM EIEiWffN CONTAINERS. 52'-0' , , f -0 ,_, ~ .. I ' '? &l ,; ~ ' ~ , l ° CONCEPT PLAN ~ ~ SCALE, I" = 20-0" PACIFIC \/15TA COMMERCE CENT?R 281 D WHIPTAIL LOOP W. "BUILDING A" CARLSBAD. CA 92010 PROPOSED T?NANT SUITI: -:31.500 Sf PODS BRANDfD CONTAINfRS -INDOOR (I I I) CONTAINERS ON GRADE x 3 HIGH -333 TOTAL 3GG TOTAL INDOOR CONTAINERS (30) OUTDOOR CONT AINfRS ON GRAD!'. x 2 HIGH -W TOT Al 393 TOTAL INDOOR t OUTDOOR_~ONTAINfR5 l"AO.EC1"JWilf:IU)CATI0N: PROPOSED CONCEPT Pl.AN FOR PODS ENTERPRISES, LLC 2810 WIIPT AIL LOOP CARLSBAD, CA 92010 N1011tCT, •KENT A~TlfW. CCl.1.UIQRATM.,PlLC 66/ OlD WI.LETS PATH 1-WJPPNJGE • JEW YORK • t 17M 631.ffl.11614 --~ nlSc:a«::U'nW.DDIGN ISM.81.-"'DNA "'8.leWIY JIEYEW Of ENmlBIENT flECUADEfTINfJCII l.lMRl'E)N«J POSSeLY ~ n AH011CJ1 11tADNG IHR:IRIMOON. N«JIS lffBIJED WJtiTTOA.SSIST If fJCPU)RN3 HOWnE P'lll),EC'f IIDfT. Df't9..0ll'S1. Pfl8.M'Wfr DAAWING -Pl PMI.JrerWn'DAAWING-P2 ~ DMWING • P1 ........ """ ....-mu: CONCEPT Pl.AN .. TE ""1.aut ORAWNIY! ..... ,,.,_..., ,,.,. _..., 20Z1At1 2021.o&.11 ..,...., .. ,., A1 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. 100804710 SECTION 301 SCOPE JO. Mercantile (see Section 309): Group M. 11 I 1. Residential (see Section 310): Groups R-1, R-2, R-2. I, R-3, R-3.1 and R-4. 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 cla$Sifieation. Occupancy classification is the fonnal designation of the primary pwpose of the building, structure or portion thereof. Structures shall be 'Classified into one" or more of the occupancy groups listed in this section based on the nature of the hazards and risks to building occu- pants generally associated with the intended pwpose of the . building or structure. An area, room or space that is intended to be occupied at different times for differentpwposes shall com- ply with all applicable requirements associated with such potential multipwpose. Structutes containing multiple occu- pancy groups shall comply with Section 508. Where a structure is proposed for a pwpose that is not specifically listed in this section, such structure shall be classified in the occupancy it most nearly resembles based on the fire safety and relative haz. ard. Occupied roofs shall be classified in the group that the occupancy most nearly resembles, according to the fire safety and rel,3tiv~ha.zai:d~ and shajl c.9mply with Section 503.1.4_. 1. Assembly (see Section 303): Groups A-1, A-2, A-3, A-4 and A-5. 2. Business (see Section 304): Group B. 3. [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 andF-2. 11 6. High Hazard (see Section 307): Groups H-1, H-2, H-3, H-4 and H-5. >I I 7. Institutional (see Section 308): Groups 1-2, 1-2.1, 1-3 and 1-4. 11 8. [SFMJ Laboratory (see Section 202): Group B, unless classified as Group L (see Section 453) or Group H (see Section 307). 11 9. {SFMJ Laboratory Suites (see Section 453): Group L. 2019 CALIFORNIA BUILDING CODE ""'' " '"l!' 12. ~ol':'lge (!:e Section 311): Groups 8-1 ~d 8-2. I 3. 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 California Fire Code Chapter 1 I and Cali- fornia Existing Building Code). 302.1.1 Reserved 302.1.2 Reserved 302.1.3 Pharmacies; veterinary facilities; barbering, cos- metology or electrolysis establishments; and acupunc- ture offices. See Chapter I 2. 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 302.1. 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 IO 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: 1. A room or space used for assembly purposes with an occupant load of less than 50 persons and accessory 97 11~111•1~J;!l(l)~f ~-1( ] ] I: II } I J ~ [II 11 Coryright C 1019 JCC. ALL RIGIJTS RESERVED. AC!ttk'd by Ellie Klausbruclc.ntr (ck~klausbruckner.com), (.) Order Numbtt ,1008047tO on D« 16, :WIit Ol'.09 l'M (PST} pursuant 10 Uce-ntc Agrl'l;'ll\ffll wi,h ' J.l f 11 !CC. No fonhcr reproduction. no further r('J'lroduction1 by any 1hud ruty. or du111b11tion <1u1horlzc-d. Sin git uscr only. copying and network.In~ prohibited ANY UNAtrrJIORIZED REPRODUCTION OR DISTRIKlJJ'ION IS A VIOLATION OF THE FEDERALCOPYR!Gl!T ACT AND TIIE LICENSE AGREEMENT, AND SUlllECT TO CIVIL AND CRIMINAL PENALTIES THEREUNOER. > 11 > 11 OCCUPANCY CLASSIFICATION AND USE Congregate residences (transient) with 10 or fewer occupants /HCD 1] 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. Alcoholism 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 lO or fewer occupants 310.4.1 Reside,rtial 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-3.1 occupancy shall meet the requirements for construction as defined for 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-3.1 or R-4 Occupancy. This group may include: Adult residential facilities Congregate living health facilities Intermediate care facilities for the developmentally disabled habilitative Intermediate care facilities for the developmentally disabled nursing Nurseries for thefulf-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 of 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 Safety Code Section 13143 with respect to these exempted facilities, no city, county or pub- lic district shall adopt or enforce any requirement for the 106 prevention of fire or for the protection of life and property against fire and panic unless the requirement would be applicable to a structure regardless of the special occu- pancy. Nothing shall restrict the application 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 IO 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 Facilities 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 311.1 Storage Group . S. Storage Group S occupancy includes, among others, the use of a building or structure, or a portion thereof, for storage that is not classified as a hazard~ ous occupancy. 311.1.1 Accessory storage spaces. A room or space used for storage purposes that is accessory to another occu- pancy shall be classified as part of that occupancy. 311.2 Moderate-hazard storage, Group S-1. Storage Group $-1 occupancies are buildings occupied for storage uses that are not classified as Group S-2, including, but not limited to, storage of the foUowing: Aerosol products, Levels 2 and 3 Aircraft hangar (storage and repair) Bags: cloth, burlap and paper Bamboos and rattan Baskets Belting: canvas and leather Books and paper in rolls or packs Boots and shoes Buttons, including cloth covered, pearl or bone Cardboard and cardboard boxes Clothing, woolen wearing apparel Cordage Dry boat storage (:indoor) 2019 CALIFORNIA BUILDING CODE 100804710 Coryrtght Q 2019 ICC. ALL RIGHTS RESERVED. Ac,cmd hr EIU.:-Klaulhruckncr(l.'k@kliuJbruckncr.com), ( ) Order Number •100804710 on D« 16, 1019 0}:09 PM (PST) puuuan110 Uccn.u Agr~mcnl with ICC. No fw1ha n1>roduc1ion. no fur1hcr r~j'roduc1lons by1mythtrd rar1y. or dbuibutlon 1uthoriud. Single ll5tT only, copyfn,t•nd m:1workln,: rrohibi1N ANY VNAtrrllOR1ZED REPRODUCTJON OR OIS'TR!Blfl'JON IS A VIOLATION OFTIIE fEDERAL COPYRlGHT A(.'1' AND THE LlCENSE AGREEMENT, AND SUBJECT TO CIVIL ANO CRIMINAL l'ENALTlbS Tl IEREUNDER. OCCUPANCY CLASSIFICATION AND USE if: ~~·-·-~···~·~----~--1., Furniture Furs '1 Glues, mucilage, pastes and size Grains Homs and combs, other than celluloid Ceather Linoleum. Lumber Motor vehicle repair garages complying with the maximum allowable quantities of hazardous materials listed in Table 307.1(1) (see Section 406.8) Photo engravings Resilieut .flooring Self-service storage facility (mini-storage) Silks Soaps Sugar Tires, bulk storage of Tobacco, cigars, cigarettes and snuff Upholstery and mattresses Wax candles 311.3 Low-hazard storage, Group S-2. Storage Group S-2 occupancies include, among others, buildings used for the storage of noncombustible materials such as products on wood pallets or in paper cartons with or without single thick- ness divisions; or in paper wrappings. Such products are per- mitted to have a negligible amount of plastic trim, such as knobs, handles or film wrapping. Group S-2 storage uses shall include, but not be limited to, storage of the following: Asbestos Beverages up to and including 16-percent alcohol in metal, glass or ceramic containers Cement in bags Chalk and crayons Dairy products in nonwaxed coated paper containers Dry cell batteries Electrical coils Electrical motors Empty cans Food products Foods in noncombustible containers Fresh fruits and vegetables in nonplastic trays or containers Frozen foods Glass Glass bottles, empty or filled with noncombustible liquids Gypsum board Inert pigments Ivory Meats Metal cabinets Metal desks with plastic tops and trim Metal parts Metals Mirrors Oil-filled and other types of distribution transformers Parking garages, open or enclosed Porcelain and pottery Stoves Talc and soapstones Washers and dryers 2019 CALIFORNIA BUILDING CODE 1 " I SECTION 312 UTILITY AND MISCELLANEOUS GROUP U ~ } 312.1 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 ofless 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 312.1.1 Greenhouses. Greenhouses not classified another occupancy shall be classified as Use Group U. SECTION 313 LABORATORIES GROUP L [SFM] 313.J Group L Laboratories. /SFMJ Group L occupancy includes the use of a building or structure, or a portion thereof. containing one or more laboratory suites as defined in Section 453. SECTION 314 ORGANIZED CAMPS GROUP C [SFM] 314.1 Organized Camps Group C. {SFMJ An organized camp is a site with programs and facilities established for the pri- mary purpose of 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 100804710 - I , Copyrighl o l019 ICC. ALL RIGHTS RE$ERVED. Acccucd by Ellie Klausbruck.ner k~kb,ud,ruclmer.coml. ( l Ordrr Number •IOOII04710 on D« 16, 1019 0!.09 PM (PST) puuuant to Ucen1t Agtee-m.,.-nt with 11~111,t~f!ll(l)~h,■II•] I] I! I} I J l[! 11 ICC No fur1hcr rc.-production, no forth.,_, reproduclion1 by any 1h!rd party. o, d1,1rlhu110n nnhorit.ed Single u1er only, copying and networking prohlbllcd ANY UNAUTHORIZED REPRODUCTION OR DISTIUIHfTION IS A VIOLATION OFTH£ FEDERAL C.OPYRJGHT ACT AND TIIE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES TIIEREUNOER. ATTACHMENT #3 COMMODITY CLASSIFICATION HIGH-PILED COMBUSTIBLE STORAGE mitted at the time of permit 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. EXP ANDED PLASTIC. EXTRA-IDGH-RACK COMBUSTIBLE STORAGE. IDGH-PILED COMBUSTIBLE STORAGE. IDGH-PILED STORAGE AREA. LONGITUDINAL FLUE SPACE. MANUAL STOCKING METHODS. MECHANICAL STOCKING METHODS. SHELF STORAGE. SOLID SHELVING. TRANSVERSE FLUE SPACE. SECTION 3203 COMMODITY CLASSIFICATION 3203. l Classification of commodities. Commodities shall be clas~fied as Class I, II, III, IV or high hazard in accordance with Sections 3203.2 through 3203.10.3. Materials listed within each commodity classification are assumed to, be unmodified for improved combustibilit:Y characteristics. Use of tlame-retarding modifiers or the physical font) of the mate- rial could change the classification. · 3203.2 Class I commodities. Ctass t t ommodities are non- combustible products in ordinary corrugated cartons with or without single-thickness dividers, or in ordinary paper wrap- pings with or without wood pallets. The amount of Group A plastics shall be limited in accordance with Section 3203.9. 3203.3 Class II commodities. Class II commodities are Class I products in slatted wooden crates, solid wooden boxes, multiple-thickness paperboard cartons or equivalent combustible packaging material with or without wood pallets. The amount of Group A plastics shall be limited in accor- dance with Section 3203.9. 3203.4 Class ill commodities. Class III commodities are products of wood, paper, natural fiber cloth, or Group C plas- tics or products thereof, with or without wood pallets. The amount of Group A plastics shall be limited in accordance with Section 3203.9. 3203.5 Class IV commodities. Class IV commodities are Class I, II or III products containing Group A plastics in ordi- nary corrugated cartons; Class I, Il and III products with 438 Group A plastic packaging; Group B plastics; and free-flow- ing Group A plastics with or without wood pallets. The total amount of nonfree-flowing Group A plastics shall be limited in accordance with Section 3203.9. 3203.6 High-hazard . ~ommodities, High:hazarct"' ;om.modi- . ties are products presenting special fire hazards beyond those of Class 1, II, III or IV. Group ,A plastics not otherwise classi- fled are mcluded in this class. "-'· . .. 3203. 7 Classifi~ation of plastics. Plastics shall be designated as Group A, B or C i6. accordance with Sections 3203.7.1 through 32p3.7.3. 3203.7.l Group A plastics. Group A plastics are plastic materials having a heat of combustion that is much higher than that of ordinary combustibles, and a buming rate higher than that of Gfoup B plastics. •. ' 3203.7.2 Group B plastics. Group B plastics are plastic materials having a heat of combustion and a burning rate higher than that of ordinary combustibles, but not as high as those of Group A plastics. 3203.7.3 Group C plastics. Group C plastics are plastic materials having a heat of combustion and a burning rate similar to those of ordinary combustibles. 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. I 0. 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: l. 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 sh all 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 10080-4710 Copyright O 2019 ICC. ALL RIGHTS RESERVED. AcccsSt-d b)' Ellk Klauibruckner (ckaikl~uJhruck.ncr.com}, ( ) Order Number •1001!0-t710 on Dt-c 16, 2019 0-"09 PM (PST) puuuanl 10 Ucrnsc Agrct-ment with ICC. No further rerrodui;,lon, no fu11ht-r rcproduc1ions by any third rar1y, or distribution 1111horiud Slngk u,n only, copying and networking rrohlbft«i. ANY UNAlffllORfZED REPRODUCTION OR DISTRl81JJ'ION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND TIIE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES TIIEREUNDER. 10080◄710 HIGH-PILED COMBUSTIBLE STORAGE PRODUCT CATEGORY Flammable and combustible liquids Flammable solids Food products, frozen Food products, nonfrozen ·. ~ ·" >· ., Furniture and bedding ' ' 440 HH11m~1llmM■K•l•)IR1ll)H8ll TABLE 3203.8-contlnued EXAMPLES OF COMMODITY CLASSIFICATION PRODUCT Up to 20-percent alcohol (such as alcoholic beverages, flavoring extracts); plastic containers greater than 5 gallons and wall thickness up to I I 4 inch Up to 20-percent alcohol ( such as alcoholic beverages, flavoring extracts); up to 5-gallon plastic bottles or jars Up to 20-percent alcohol (such as alcoholic beverages, flavoring extracts); wood containers Lubricating or hydraulic fluid in plastic containers Nail polish; up to 2-ounce glass bottles or jars; cartoned Nail polish; up to 2-ounce plastic bottles or jars; cartoned Except solid combustible metals In nonwaxed or nonplastic packaging In plastic trays In waxed or plastic-coated paper packaging Butter (stick or whipped spread) or margarine (up to SO-percent oil) Butter; whipped spread Dry foods (such as baked goods, candy, cereals, cheese, chocolate, cocoa, coffee, grains, granular sugar, nuts); bagged or cartoned Foods (such as coffee, fish products, fruit, meat products, outs, poultry); metal cans Fruits and vegetables (noncombustible sem.iliquid); crushed; plastic contain- ers up to 5 gallons Fruits and vegetables; fresh; wood spacers, nonplastic trays or containers Margarine; over 50-and up to 80-percent oil Meat; fresh; no plastic packaging; uncartooed Meat; fresh; no plastic packaging; cartoned Meat; fresh; plastic tray Milk; any container; stored in solid plastic crates Mille; paper containers, or plastic bottles or jars up to 5 gallons Salt; bagged Salt; cartoned Snack foods (such as potato chips); plasticized aluminum bags; cartoned Syrup; wooden container Box spring; standard (minilnalpl.astic materials) Box spring; wrapped in plastic cover ,, Furniture and bedding; with foam cushioning Furniture; metal (such !IS file cabinets or desks with minimal plastic trim); cartoned Furniture; wood (suc,h as doors, windows, cabinets); no plastic coverings or foam cushioning Furniture; wood; plastic coverings; nonexpanded plastic trim (continued) CLASSIFICATION Class Il Class I Class Il High-hazard Class IV High-hazard (Group A unexpanded) High-hazard Class I Class ID Class Il Class ID Class ID Class ID Class I Class I Class I High-hazard (Group A unexpanded) Class I Class Il Class ID High-hazard (Group A unexpanded) Class I Class I Class Il High-hazard (Group A unexpanded) Class Il Class ID ' Class IV High-hazard (Group A expanded) Class I I i Class ID Class IV 2019 CALIFORNIA FIRE CODE Copyright O ?OHi ICC. ALL RlGHTS RESERVED Atctucd by Ellie KlausbrucluuT (d1.f1'klausbruckner.com). ( ) Order Numb.."'.r •100804?10 cm D,.'t 16. 2019 c-.:09 PM (PST) rwsuint to Ucmu Awttmcn1 wi1h 10: No fonher rqirodoC11on, no further h1'rod1Ktion1 by any 1hird patly. or distrlbuuon authom,:d. Sin11lt user only, copyinll, and networking prohibited ANY UNAtrrllORIZEO REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDER.AL COl'YKIGIIT ACT AND TllE LICENSE AGREEMENT, ANO SUB/EC.I TO CIVIL AND CRIMINAL l'ENALTIES THEREUNDER. PRODUCT CATEGORY Furniture and bedding <':, ,;;:. ~ ' Housingl,l),aterials and appliances .;:, -~· %· :;;: -""' ,.;;; ½'·::,; ,, -~~ ., ,,, .. ,_,;.- _.,,. :4c.,> .,j ' ii: Miscellaneous 2019 CALIFORNIA FIRE CODE 11~111mM11,nM1ij, 1, 1 IR, m: rij 1, . .,. ,, "°· HIGH-PILED COMBUSTIBLE STORAGE TABLE 3203.8-contlnued EXAMPLES OF COMMODITY CLASSIFICATION PRODUCT Mattress; foam (in finished form) Pillows, foam rubber and foam plastics Appliances; major(for example, stoves, refrigerators); no appreciable plastic interior or exterior trim; cartoned Appliances; major (for example, stoves, refrigeratots); no apprecl~ble plastic interior or extetjor trim; uncartoned Appliances; no appreciablC:plastic exterior trim (interior of unit can have appreciable plastic) ' Carpet tiles; cartoned &'· fl Fiberglass insulation; paper-backed rotls; bagged or unbagged Floor coverings; vinyl/stacked tiles J;loor~coverings; vinyl; tolled "' •·•·· ,./;'' ''"::' -<• ''"' Gypsum board ' . .0 Housing materi,als (sucn as sinks, coun~ops); noncombustible; cartoned O{,Cl'llted " '' f' .,,., ,. ' "' Light fixtures; nonplistic; cartoned •·.• 4:, --~ Paint; oil-based; friction-top metal containi:rs; cartoned Paint; water-based (latex); friction-top metal<COlltainers; cartoned Paper; asphalt; rolled, horizontal or vertical sto'rage •<i Rbofin.g shingles; asphalt-coatedfiberglass Roofing shingles; asphalt-impregnated f'elt Ammunition; small arms and shotgun; cartoned Charcoal; mineral-spirit impregnated; bagged Charcoal; standard (nonmineral-spirit impregnated); bagged Fertilizers; nitrates; bagged Fertilizers; phosphates; bagged Leather hides; baled Leather; finished products (such as shoes, jackets, gloves, bags, luggage, belts) Motors; electric Pallets and flats that are idle; combustible Shock absorbers; metal dust cover Shock absorbers; plastic dust cover Skis; wood Skis; composite materials (such as plastic, fiberglass, foam) Tobacco products; cartoned Toys; stuffed; foam or synthetic Transformer; dry or empty (in other words, void of oil) (continued) CLASSIFICATION High-hazard (Group A expanded) High-hazard (Group A expanded) Classll • Class I Class ID High-bawd ; (Group A unexpanded) , Class IV Class IV High-hazard (Group A W1exp3;11ded) Class I ·,.Classll ' Classll ' Class IV Class I.,, ' i High-hazard I Class ID ClasslV Class IV High-hazard (Group A expanded) Class ill Class II Class I Class II Class ill Class I High-hazard Class II Class ill Classm Class IV Class ill High-hazard (Group A expanded) Class I 441 100804710 Copyright o 2019 JC,'C. AI.L RIGIITS RESERVED. Acce1Scd by Ellk Kla1tsbruclt.ner (c~klau1bruclum.com), ( ) Order Nwnbcr ,1001K1"4710 on Dec 16, 20111 OM9 rM (PST) punu1nl 10 Lk,•n5c Agr~-mcn1 with ICC. No fur1her rcproducth:m, no furthcr rl1noduc1ion1 hy 1ny1hird party, or dlnribu1ion authorir.cd Singlr ustr only, copying and nctworklng prohibited. ANY UNAIJI'HORIZED R.EPROOUCTJON OR DISTRIBlfrlON IS A VIOLATION OF TIIE t:EDERAL COPYRIGIIT ACT ANO THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES TIIEREUNl>IHl Copyright 2015 National Fire Prolect,on Associatloo {NFPA). Licensed, by agreement, for lndMdual use and download on November 14, 2015 lo Kl.AUSBRUCKNER AND ASSOCIATES for designated user ELLEY Kl.AUSBRUCKNER. No other reproduction or transmission in any form perm~led Without written permission of NFPA For inquires or to repon unau1horfzed use, contact llcensing@nfpa.org. CLASSIFICATION OF OCCUPANCIES AND COMMODITIES 13-27 ( l ) Placed direcLly on wood pallets (2) Placed in single-layer corrugaled canons, wilh or without single-thickness cardboard dividers, with or wiLhouL pal- lets (3) Shrink-wrapped or paper-wrapped as a unit load with or \,~thou! pallets 5.6.3.2* Class II. A Class II commodity shall be defined as a no ncombustible product that is in slatted wooden crates, solid wood boxes, multiple-layered corrugated canons, or equiva- lent combustible packaging material, with or without pallets. Paragraphs 5.6.3.3 and 5.6.4. l were revised by a tema- tive interim amendment (TIA). See page I. 5.6.3.3* Class III. 5.6.3.3.1 A Class III commodity shall be defined as a product fashioned from wood, paper, natural fibers, or Group C plas- tics with or without cartons, boxes, or crates and wilh or wilh- out pallets. 5.6.3.3.2* A Class III commodity shall be permitted to contain a limited amounl (5 percent or less by weighl of unexpanded plastic or 5 percent or less by volume of expanded plastic) of Group A or Group B plastics. 5.6.3.3.3 Class III commodities containing a mix of both Group A expanded and unexpanded plastics shall comply with Figure 5.6.3.3.3(a) where they are within cartons, boxes, or crates or with Figure 5.6.3.3.3(b) where they are exposed. 5.6.3.4* Class Iv. 5.6.3.4.1 A Class IV commodity shall be defined as a product, with or without pallets, Lhat meets one of the following c1iteria: ( l ) Conslructed partially or totally of Group B plastics (2) Consists of free-flowing Group A plastic materials (3) Cartoned, or within a wooden container, that contains greater than 5 percent and up to 15 percent by weight of Group A unexpanded plastic (4) Cartoned, or within a wooden container, that contains greater than 5 percent and up 10 25 percent by volume of expanded Group A plastics (5) Cartoned, or within a wooden container, that contains a mix of Group A expanded and unexpanded plasti cs and complies with Figure 5.6.3.3.3(a) (6) Exposed, that contains greater than 5 percent and up to 15 percent by weight of Group A unexpanded plastic (7) Exposed, that contains a mix of Group A expanded and unexpanded plastics and complies with Figure 5.6.3.3.3(b) 5.6.3.4.2 The remaining materials shall be permitted to be metal, wood, paper, natural or synthetic fibers, or Group B or Group C plaslics. 5.6.4* Classification of Plastics, Elastomers, and Rubber. Plas- tics, elastomers, and rubber shall be classified as Group A, Group B, or Group C. 5.6.4.1 * Group A. The following materials shall be classified as Group A: (I) ABS (acrylonitrile-butadiene-styrene copolymer) (2) Acetal (polyformaldehyde) (3) Acrylic (polymethyl methacrylate) ( 4) Butyl rubber (5) Cellulosics (cellulose acetate, cellulose acetate butyrate, ethyl cellulose) (6) EPDM (ethylene-propylene rubber) (7) FRP (fiberglass-reinforced polyester) (8) Natural rubber (9) iuile-rubber (acrylo nitrile-butadiene-rubber) (I 0) Nylon (nylon 6, nylon 6/6) (11) PET (thermoplastic polyester) (12) Polybutadiene ( 13) Polycarbonate (14) Polyester elastomer (15) Polyethylene (I 6) Polypropylene ( 17) Polystyrene (18) Polyurethane (19) PVC (polyvinyl chloride -highly plasticized, with plas- ticizer content greater than 20 percent) (rarely found) (20) PVF (polyvinyl fluoride) (21) SAN (styrene acrylonitrile) (22) SBR (styrene-butadiene rubber) 5.6.4.1.1 • Group A plastics shall be further subdivided as ei- ther expanded or unexpanded. 5.6.4.1.1.1 A Group A expanded plastic commodity shall be defined as a product, ,~th or without pallets, that meets one of the following criteri a: (l) Cartoned, or within a wooden con tainer, that contains greater than 40 percent by volume of Group A expanded plastic (2) Exposed, that contains greater than 25 percent by volume of Group A expanded plastic 5.6.4.1.1.2 A Group A unexpanded plastic commodiLy shall be. defined as a product, with or without pallets, that meets one of the following criteria: (1) Cartoned, or ,~thin a wooden container, that contains greater than 15 percent by weight of Group A unex- panded plastic (2) Cartoned, or ,~thin a wooden container, that contains greater than 25 percent and up to 40 percent by volume of Group A expanded plastic (3) Cartoned, or within a wooden container, that contains a mix of Group A unexpanded and expanded plastio, in compliance ~th Figure 5,6.3.3.3(a) (4) Exposed, Lhat contains greater Lhan 15 percent by weight of Group A unexpanded plastic (5) Exposed, Lhat contains greater than 5 percent and up to 25 percent by volume o f Group A expanded plastic (6) Exposed, that contains a mix ofGroupA unexpanded and expanded plastics, in compliance with Figure 5.6.3.3.3(b) 5.6.4.1.1.3 The remaining materials shall be pennitted to be noncombustible, wood, paper, natural or synthelic fibers, or Group A, Group B, or Group C plastics. 5.6.4.2 Group B. The following materials shall be classified as Group B: {l) Chloroprene rubber (2) Fluoroplastics (ECTFE ethyle ne-chlorotrifluoro- ethylene copolymer; ETFE -ethylene-tetrafluoro- ethylene-copolymer; FEP -fluorinated ethylene- propylene copolymer) (3) Silicone rubber 5.6.4.3 Group C. The following matetials shall be classified as Group C: 2016 Edition Cop)'flght 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for lndivl<lual use ond download on November 14, 2015 lo KUIUSBRUCKNER AND ASSOCIATES for designated user ELLEY KUIUSBRUCKNER. No olher reproduction or transm11slon In any form perm~led witllou1 written permission of NFPA For inquires or to report unauthorized use, contact llcensing@nfpa.org 13-28 INSTALI.ATION OF SPRINKLER SYSTEMS c( a. :, e CJ .g 0 fJ :Ea: fl ~[ Q) ~ Cl C ~:::, ~ 8: ' I I I I 25 Group A Unexpanded - 20 <40% by Volume of Expanded Plastics 15 10 5 Allowed ~ I'-,.._ ---.. IV ~ I'---. ---.......,, ~ Ill 0 5 10 15 20 25 30 Percentage by Volume of Group A Plastic Ill -Class Ill Commodity. Refer to 5.6.2 if a plastic pallet is used. IV -Class IV Commodity. Refer to 5.6.2 if a plastic pallet Is used. • • I I Group A I Expanded • I I I 35 40 FIGURE 5.6.3.3.3(a) Commodities Containing a Mixture of Expanded and Unexpanded Group A Plastics. , 25 c( a. 20 ~ (!) -~ -1ii 0 '" 15 :Ea: fl >-'" 10 .D a. 8, ~ !:::, 5 8: Group A Group A Unexpanded Expanded ~ IV Ill 0 5 10 15 20 25 30 35 40 Percentage by Volume of Group A Expanded Plastic Ill -Class Ill Commodity. Refer to 5.6.2 if a plastic pallet is used. IV -Class IV Commodity. Refer to 5.6.2 if a plastic pallet is used. FIGURE 5.6.3.3.3(b) Exposed Commodities Containing a Mixture of Expanded and Unex- panded Group A Plastics. (I) Fluoroplastics (PCTFE -polychloro trifluoroethylene; PTFE -polytetrafluoroethylene) (2) Melamine (melamine formaldehyde) (3) Phenolic (4) PVC (polyvinyl chloride -flexible -PVCs with plasti- cizer content up to 20 percent) (5) PVDC (polyvinylidene chloride) (6) PVDF (polyvinylidene fluoride) (7) Urea (urea fomrnldehyde) 5.6.5* Classification of Rolled Paper Storage. For the pur- poses of this standard, the classifications of paper described in 2016 Edition 5.6.5.1 through 5.6.5.4 shall apply and shall be used to deter- mine the sprinkler system design criteria. 5.6.5.1 Heavyweight Class. Heavyweight class shall be defined so as to include paperboard and paper stock having a basis weight [weight per 1000 f12 (92.9 m2)] of20 lb (9.1 kg). 5.6.5.2 Mediumweight Class. Mediumweight class shall be de- fined so as to include all the broad range of papers having a basis weight [weight per 1000 ft2 (92.9 m2)] of 10 lb to 20 lb (4.5 kg to 9.1 kg). ATTACIDv1ENT #4 DESIGNATION OF HIGH PILED STORAGE 3203.10.1 Unreinforced plastic pal.lets. 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 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 increased two classes unless specific testing is conducted by a testing laboratory. SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS v, ._,,.., ,w 3204.1 •. General High-piled . storage areas, and portions of high-piled storage "areas intended for storage of a diffetent commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class ll, Class ID, Class IV oi high-hazar.d commodities. The <,lesignation 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 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 the density/area figures provided in NFPA 13. The contiguous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of900 square feet (84 m2) for wet pipe systems and 1,200 square feet (1 11 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 of 24 inches ( 610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.10. 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 3206.11. 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 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 11~111•1~'1 !lll]~J; ~-1( ] ] I II } IJ: [ Iii 11 Copyright O 2019 ICC. ALL RIGllTS RESERVE!) Acccs~d by !:.Ilic Kl;uuhru~knc, (c-k4,1dausbruckner.com), ( ) Order Numbe? ,1008047IO on D~'C 16, l0190M9 PM (PST) puuuant 10 Llc~nK Aj!lfi.-rrllYII wtth ; -lJ. 111 ICC. No fw1h~'l' rep1oduc11on, no fur1hc-r rq,rod1K1lon, by any 1hird pu1y. or distribution authorit4-d Sin~le user only. copying and nctworlung prohibl1td. ANY UNAt..rrHORIZED REl'RODUGTION OR DISTRIBtrflON IS A VIOLATION OF TIIE FF.DERAL COP'l'RIGHT ACT AND TIIE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER, 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 Section• 3206, 3207 and 3208)" (see Section 3207.3) STORAGE AREA' COMMODITY (aquare feet) Automatic fire-Fire Maximum CLASS extinguishing Fire detection department Smoke and Maxlmumplle permissible Maximum (see Sections 3206.2 and system system access doors heat removal dimension• storage pile volume 3206.3) (aee Section (see Section ( see Section (aeeSectlon (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 Yes' 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 Yesh., 120 30' 200,000 (Option 2) 12,001-500,000 Yes Not Yes Yesh., 120 40 400,000 Required Greater than Yes Not Yes Yesh.i 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 High (Option I) hazard 501-2,500 Not open to the public Not Yes1 Yes Yesh., 60 20 50,000 (Option 2) Required' 2,501-300,000 Yes Not Yes Yesh.1 60 30 75,000 Required Greater than 300,00<f Yes Not Yes Yesh.• 60 30 75,000 Required For SI: I foot c 304.8 mm, I cubic foot = 0.02832 m', 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. I 0. 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 f where 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, 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 1111th an exit access trm•e/ distance of 250 feet (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)'n 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. i. Not required in frozen food warehouses used solely for storage of Class I and U commodities where protected by an approved automatic sprinkler system. 450 2019 CALIFORNIA FIRE CODE 100804710 u~111;Ht4111m~,1ij1]1)IK•m:[ijll C4>ryr1i,:hto l0ISl ICC. ALLRIGIITS RESERVED A~cffk'dbyEll.c KbusbnkMa' k~kJ~utbruckna com), ( )Ordn Number 110010-t11oon Dec 16. 20190109 PM (f>STlruuu.nt 101.KmHAgrttmml wnh ICC. No further fl'J'fod\Kt1on. no funhrr rtrrodu.;MnJ by aay third p.r1y. ot d1strlbudon a111horiud. Singk-UK"J only. copying and nc-1worlung rroh1b1kd, ANY VNAVTHORIZE.O REPRODUCTION OR OISTRl8UilON IS A VIOLATION OF Tl IE H:OERAL COPYRIGHT ACT ANOTIIE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CR1MINAL PENALTIES TIIEREUNOER. ATTACHMENT #6A AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS PODS Copyright 2015 National Fire Pcotect,on Association (NFPA). Licensed, by agreement, for Individual use and download on NOYember 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES !of designated user ELLEY KLAUSBRUCKNER. No other reproduction 0< transmission in any tom, perm~led without written pem,ission ol NFPA For Inquires or to report unauthorized use, contact licensing@nfpa.org DEF! ITIONS 13-23 3.9.2.l.2* Open Array. A storage arrangement where air movement through the pile is enhanced because of vertical 0ues 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-supporting or supported by a structure so designed that little or no horizontal or vertical space exists around boxes. 3.9.2.3 Palletized Storage. Storage of commodities on pal- lets or other storage aids that form horizontal spaces be- ~veen tiers of slorage. 3.9.2.4* Pile Stability, Stable Piles. Those arrays where col- lapse, spillage of content, or leaning of stacks across nue spaces is not likely to occur soon after initial fire develop- ment. 3.9.2.5* Pile Stability, Unstable Piles. Those arrays where collapse, spillage of contents, or leaning of stacks across 0ue 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.l * Back-to-Back Shelf Storage. Two solid or perfo- rated shelves up to 30 in. (750 mm) in depth each, not exceeding a total depth of 60 in. (1.5 m), separated by a longitudinal venical barrier such as plywood, particle- board, sheet metal, or equivalent, with a maximum 0.25 in. (6 mm) diameter penetrations and no longitudinal flue space and a maximum storage height of 15 ft (4.6 m). 3.9.2. 7 Solid-Piled Storage. Storage of commodities stacked on each other. 3.9.2.8 Solid U11it Load of U11expanded Plastic (Either Car- toned or Exposed). A load that does not have voids (air) within the load and that burns only on the exterior of the load; water from sprinklers might reach most surfaces avail- able to burn. 3. 9.3 Rack Storage. 3.9.3.l • Aisle Width. The horizontal dimension between the face of the loads in racks under consideration. 3.9.3.2 Auto11wtive Components 011 Portable Racks. Instru- menL panels, windshields, metal and plastic gasoline tanks, heater housings, door panels, interior trim, bumper facia, wiring harnesses, sheet metal, body components, engines, driveline components, steering mechanisms, auxiliary mo- tors, and lighting-all with or without expanded Group A plastic dunnage. This definition does not include the stor- age of air bags, tires, and seats on portable racks. 3.9.3.3 Bulkhead. A vertical barrier across the rack. 3.9.3.4* Face Sprinklers. Standard sprinklers that are lo- cated in transverse flue spaces along the aisle or in the rack, are within 18 in. (450 mm) of the aisle face of storage, and are used to oppose vertical development of fire on the ex- ternal face of storage. 3.9.3.5 Hori:r.011talBarrier. A solid barrier in the horizontal position covering the entire rack, including all flue spaces at certain height increments, to prevent vertical fire spread. 3.9.3.6* Longitudinal Rue Space. The space between rows of storage perpendicular to the direction of loading with a width 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. [I , 2015] 3.9.3.7.l Double-RDw Racks. Racks less than or equal to I 2 ft (300 mm) in depth or single-row racks placed back to back having an aggregate depth up to 12 ft (300 mm), with aisles having an aisle width ofat least3.5 ft (1.1 m) between loads o n racks. 3.9.3.7.2 Movable Racks. Racks on fixed rails or guides that can be moved back and forth only in a horizontal, two-dimensional plane. A moving aisle is created as abut- ting racks are either loaded or unloaded, then moved across the aisle to abut other racks. 3.9.3. 7 .3 Multiple-RDw 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 (I.I m) wide having an overall width greater than 12 ft (300 mm). 3.9.3.7.4 Open Rack. Racks without shelving or witJ1 shelv- ing in racks that are fixed in place with shelves having a solid surface and a shelf area equal to or less than 20 ft2 (1.9 m2) or with shelves having a wire mesh, slatted surface, or otJ1er material with openings representing at least 50 percent of the shelf area including the horizontal area of rack members and where the flue spaces are maintained. 3.9.3.7.5 Port.able 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 tJ1at would otJ1- erwise serve as the required flue spaces. 3.9.3.7.7* Si11gle-RDw Racks. Racks that have no longitudi- nal flue space and that have a depth up to 6 ft (1.8 m) with aisles having a width ofat least 3.5 ft (I.Im) between loads on racks. 3. 9.3. 7 .8 Slatted Shelf Rnck. A rack where shelves are fixed in place with a se,;es of narrow individual solid supports used as the shelf material and spaced apart witJ1 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 witJ1 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 perimeter aisle or flue space on all four sides or by the placement of loads that block openings that would otherwise serve as the re- quired flue spaces. Solid shelves having an area equal to or less than 20 ft2 ( 1.9 m2) are defined as open racks. Shelves of wire mesh, slats, or other materials more tJ1an 50 percent open and where the flue spaces are maintained are defined as open racks. 3.9.3.9 Transverse Flue Space. The space benveen rows of storage parallel to the direction of loading. (See Fig1.tre A.3.9.3.6.) 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for Individual use and dovmioad on November 14, 2015 to KLAUS!3RUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any fonn penn~ted Wlt~out written permission of NFPA For inquires or to report unauthorized use. contact iicensing@nfpa.org 13-86 INSTALLATION OF SPRINKLER SYSTEMS ~ Ceiling 61 2S I Not less Not less than 36 in. 6 in. than 36 in. (900 mm) (150 mm) (900 mm) J_ maximum Obstruction I• 12 in. I I 12 in. I (300 mm)• • (300 mm)• maximum maximum FIGURE 8.11.5.3.5 Obstruction More Than 36 in. (914 mm) Below Sprinklers (CMSA Sprinklers). lhat 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 lhe following conditions are met: (1) The average actual floor area protected by the spdnklers on the moved branch line and the sprinklers on the adja- cent branch lines shall nol exceed 100 ft2 (9.3 m2) per sprinkler. (2) In no case shall the distance between sprinklers exceed I2ft(3.7 m). (3) It shall not be permitted to move a branch line where there are moved sprinklers on a branch line lhat exceed the maximum spdnkler 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). 8.12.3.1 Maximum Distance Between Sprinklers. The maxi• mum distance between sprinklers shall be in accordance'With ' the following: (I) Where the storage height is less than or equal lo 25 fl (7.6 m) and the ceiling height is less than or equal to 30 ft (9.1 m), the distance between sprinklers shall be limited to not more than 12 ft (3.7 m) between spdnklers as shown in Table 8.12.2.2. l. (2) Unless the requirements of 8,12.3.l (3) or 8.12.3.1 (4) are met, where th~ storage height exceeds 25 ft (7.6 m) and ceiling height exceeds 30 ft (9, 1 m), the dist.a.nee between sprinklers shall be limited to not more than 10 ft (3.0 m) between sprinklers. (3)*Regardless of the storage or ceiling height arrangement, deviations from the maximum sprinkler spacing shall be permitted to eliminate obstructions created by structural elements (such as trusses, 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 sptinkler does not exceed 110 ft2 (10.2 m2) where all of the following conditions are met: (a) The average actual floor area protected by the moved sprinkler and the adjacent sprinklers shall not exceed I 00 ft2 (9.3 m2 ). (b) Adjacent branch lines shall maintain lhe 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 I ft (300 mm) from its allowable spacing, provided coverage for the sprinklers on that branch line and the sprinklers on the branch line it is moving away from does not exceed 110 ft2 (10.2 m2) per sprinkler where all of the following condi- tions are met: (a) The average actual floor area protected by the sprin- klers on the moved branch line and lhe spdnklers o n the adjacent branch lines shall not exceed 100 ft2 (9.3 m2) per spdnkler. (b) In no case shall the distance between spdnklers 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. 8.12.3.2 Maximum Distance from Walls. The distance from sprinklers to walls shall nol exceed one-half of the allowable distance permitted between sprinklers as indicated in Table 8.1 2.2.2.1. 8.12.3.3 Minimum Distance from Walls. Spdnklers shall be located a minimum of 4 in. (100 mm) from a wall. 8.12.8.,t Minimum Distance Between SprinJder-s. Sprinklers s1-fa11 be spaced not less than 8 ft (2.4 m) on center. Table 8.12.2.2.l Protection Areas and Maximum Spacing ofESFR Sprinklers Ceiling/Roof Heights Up to 30 ft (9.1 m) Ceiling/Roof Heights Over 30 ft (9.1 m) Protection Area Spacing Prot~on Area Spacing Construction Type ft2 m2 ft m rt= m2 ft m Noncombustible 100 9.3 12 unobsu·ucted 3.7 100 9.3 10 3.0 Noncombustible obstructed 100 9.3 12 3.7 100 9.3 10 3.0 Combustible unobstructed 100 9.3 12 3.7 100 9.3 10 3.0 Combustible obstructed NIA N/A N/A NIA 2016 Edition C09ytlght 2015 Nilllonal Fire P1otectlon Assoeiatlon {NFPA). Licensed, by agroemenl, k>r Individual use and download on NO\/ember 1◄, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction o, transmlosion in any fom, pem,rtted Without written permission of NFPA Fo, Inquires o, to repon unauthorized use, contact llcensing@nfpa.org 13-88 INSTALLATION OF SPRINKLER SYSTEMS (I) Sprinklers shall be installed below continuous obstruc- tions, or they shall be arranged to comply with Table 8.12.5.1.1 for horizontal obstructions entirely below the elevation of sprinklers that restrict sprinkler discharge pat.tern 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 I ft (300 mm) horizontally from the sprinkler. (3) Additional sprinklers shall not be required where the ob- struction is I ft (300 mm) or less in width and located a minimum of 1 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. l.1 where a row of sprinklers is installed un- der the obstruction. 8.12.5.3.2 Bottom Chords of Bar Joists or Open Trusses. ESFR sprinklers shall be positioned a minimum of I ft (300 mm) horizontally fro m 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 of bar joists or open trusses that are 4 in. ( I 00 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-- stt-uctions by a minimum of three times the width of the adja- cent pipe, conduit, cable tray, or similar obstruction. 8.12.5.3.4 Open Gratings. Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.12.5.3.5 Overhead Doors. Quick-response spray sprinklers shall be permitted to be utilized under overhead doors. 8.12.5.3.6 Special Obstruction Allowance. Sprinklers with a special obstruction allowance shall be installed according to their listing. 8.12.6 Clearance to Storage (Early Suppression Fast- Response Sprinklers). The clearance between the deflector and the top of storage shall be 36 in. (900 mm) or greater. 8.13 In-Rack Sprinklers. 8.13.1 System Size. The area protected by a single system of sprinklers in racks shall no t 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 (11 5), 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 direCLly above in-rack sprinklers, or listed intermedi- ate level/rack storage sprinklers shall be used where there is more than one level, if not shielded by horizontal barriers. (See Section C.3.) 8.13.3.2 In-Rack Sprinkler Water Shields for Plastic Storage. Where in-rack sprinklers are not shielded by horizontal barri- ers, water shields shall be provided above the sprinklers, or listed intermediate level/rack storage sprinklers shall be used. 8.13.4 Location, Position, and Spacing of In-Rack Sprinklers. The location, position, and spacing of in-rack sprinklers shall comply with the requirements in Chapters 12 tJuough 20 as applicable. 8.13.4.1 Minimum Distance Between In-Rack Sprinklers. In- rack sprinklers shall be permitted to be placed less than 6 ft (1.8 m) on center. 8.13.5 Obstructions to In-Rack Sprinkler Discharge. In-rack sprinklers shall not be required to meet the obstruction crite- tia and clearance from storage requirements of Section 8.5. 8.14 Pilot Line Detectors. 8.14.1 Pilot line detectors and related components including pipe and fittings shall be corrosion resistant when installed in areas exposed to weather or corrosive conditions. 8.14.2 Where subject to mechanical or physical damage, pilot line d etectors and related detection system components shall be protected. 8.14.3 Where spray sprinklers are used as pilot line detectors, tJ1ey shall be installed in accordance with Section 8.14 and the spacing and location mies of Section 8.6, except that tJ1e ob-- su-uction 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 acco1·dance 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 mo re than 22 in. (550 mm) below a ceiling o r deck where the maximum spacing between pilot line detectors is IO ft (3.0 m ) or less. 8.14.6.1 Other maximum horizontal spacing differing from those required in 8.14.5 shall be permitted where installed in accordance with their listing. 8.14.7 Pilot line detectors located outdoors, such as in open process structures, shall be spaced such that the elevation of a single level of pilot line detectors and between additional lev- els of pilot line detectors shall not exceed 17 ft (5.2 m). 8.14.8 The maximum distance between pilot line detectors installed outdoors shall not exceed 8 ft (2.4 m). 8.14.8.1 The horizontal distance between pilot line detectors installed outdoors on a given level shall be permitted to be Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for Individual'"" and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduC1ion or transmission in any fonn perm~ted Without written permission of NFPA For inquires or to report unauthorized use, contact licenslng@nfpa.org 13-148 INSTALLATION OF SPRINKLER SYSTEMS 12.6.8.1 The ordinary-temperature design densities corre- spond to ordinary-temperature-rated sprinklers and shall be used for sprinklers with ordinary-and intermediate- temperature classification. 12.6.8.2 The high-temp erature design densities correspond to high-temperature-rated sprinklers and shall be used for sprinklers having a high-temperature rating. 12.6.9 Ordinary-and intermediate-temperature sprinklers with K-factors of K-11.2 (1 61) or larger, where listed for storage, shall be permitted to use the densities for high- temperature sprinklers. 12.7 Discharge Considerations. 12.7.1 The water supply for sprinklers only shall be deter- mined either from the density/area requirements of Chap- ter 12 through Chapter 20 or shall be based upon the room design method in accordance with Section 12.l 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 duration shall be in accordance with Section 12.8 as well as one of the following: (1) 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 the de- sign area for that hazard. (3) *For systems with multiple hazard classifications where the higher classification only lies v.~thin 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 remainde1· of the system. 12.7.3 The calculations shall satisfy any single point on ap- propriate density/area curves. 12.7.4 The minimum water supply requirements shall be de- termined by adding the hose stream allowance from Sec- tion 12.8 to the water supply for sprinklers as determined by Chapter 12 through Chapter 20. 12.7.5 The minimum water supply requirements determined from 12. 7.4 shall be available for the minimum duration speci- fied in Section 12.8. 12.7.6 Total system water supply requiremen ts shall be deter- mined in accordance with the hydraulic calculation proce- dures of Chapter 23. 12.7.6.1 When using the density/area method, the design area shall meet the requirements of 23.4.4.2.1. 12.7.6.2 When using CMSA, the design area shall meet the requirements of 23.4.4.3.1. 12.7.6.3 When using ESFR sprinklers, the design area shall consist of the most hydraulically demanding area of 12 sprin- klers, consisting of four sprinklers on each of three branch lines, unless other specific numbers of design sprinklers are required in other sections of this standard. 12. 7. 7 Multiple Adjustments. 12.7.7.1 Where multiple adjusunen ts to the area of operation are required to be made, these adjusunents shall be com- pounded based on the area of operation originally selected. 2016 Edttion 12.7.7.2 If the building has unsprinklered combustible con- cealed spaces, the rules of Section 12.9 shall be applied after all other modifications have been made. 12.7.7.3 The minimum design density for any sprinkler sys- tem installed in a storage occupancy shall be not less than 0.15 gpm/ft2 (6.1 mm/min) after all adjustments are made. 12.8 Hose Stream Allowance and Water Supply Duration. 12.8.1 * Tanks shall be sized to supply the equipment that they serve. 12.8.2* Pumps shall be sized to supply the equipment that they serve. 12.8.3 Water allowance for outside hose shall be added to the sprinkler requirement at the connection to the city main or a yard hydrant, whichever is closer to the system riser. 12.8.4 Where inside hose connections are planned or are required, the following shall apply: (1) A total water allowance of 50 gpm (190 L/min) for a single hose connection installation shall be added to the sprinkler requirements. (2) A total water allowance of 100 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 the pressure re- quired by the sprinkler system design at that point. 12.8.5 When hose valves for fire deparunent use are attached to wet pipe sprinkler system i-isers in accordance with 8.17.5.2, the following shall apply: (I) The water supply shall not be required to be added to standpipe demand as determined from NFPA 14. (2) Where the combined sprinkler system demand and hose stream allowance of Chapter 12 and Chapters 14 through 20 exceeds the requirements ofNFPA 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 .. 12.8.6 Unless indicated otherwise, the minimum water sup- ply requirements for a hydn1ulically designed sprinkler system shall be detennined by adding the ho~ st.ream allowance from Table 12.8:!_lo the. water demand for sprinklers. 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 unsprinklered combustible concealed spaces as described in 8.15.1.2 and 8.15.6, the minimum area of sprin- kler operation for that portion of the building shall be 3000 ft2 (280 m2 ). 12.9.1.1 The design area of3000 ft2 (280 m2) shall be applied only to the sprinkler system or portions of the sprinkler system that are adjacent to the qualifying combustible concealed space. 12.9.1.2 The ter·m adjacent shall apply to any sprinkler system pr·otecting 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. Copyright 2015 National F,re Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES fol deslgnuted user ELLEY KLAUSBRUCKNER. No other repr0<1UC1ion or transmlnlon in any form perm4ted without written permission of NFPA For inquires or to report unauthorized use, contact llcensing@ntpa.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 Commodity Sprinkler Type Spacing Type Area* Ceiling gpm L/min (minutes) Up LO 1200 ft2 (ll O m2) 250 950 60 Over 1200 ft2 (ll lm2) up t.o Control mode 1500 fL2 density /area Standard and NA (140 m2) 500 1900 90 (CMDA) extended-coverage Over 1500 fL2 (139 m2) up to 2600 ft2 (240 m2) 500 1900 120 Over 2600 ft2 (240 m2) 500 1900 150 Class I-IV Standard Up LO l 2 NA 250 950 60 Commodities, Over12Lo Group A plast.i~, idle wood pallets, 15 NA 500 1900 90 id le plastic pallets Over 15 LO and miscellaneous 25 NA 500 1900 120 storage 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 Ext.ended-coverage Over 6 Lo 8 NA 500 1900 90 Overs to 12 NA 500 1900 120 Over 12 NA 500 1900 150 Up to 12 NA 250 950 60 Over 12 LO Early Suppression 15 NA 500 1900 90 Fast Response Standard (ESFR) Over 15 to 25 NA 500 1900 120 Over 25 NA 500 1900 150 On-floor rubber tire Standard and storage up to 5 ft CMDA & CMSA extended-coverage (J.5 m) in height Any Any 250 950 120 (rontim~s) 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Llconsed, by ogreement, ror individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted Without written permission of NFPA For inquires or to report unauthorized use, contact llcensing@nfpa.org 13-164 INSTALlA TION OF SPRINKLER SYSTEMS Table 15.2.2.5(b) Design Densities for Palletized, Solid-Piled, Bin Box, or Shelf Storage of Group A Plastic Commodities (S.I. Units) Density Maximum Storage (mm/min) Height Roof/Ceiling Height (m) (m) A B C D E Up to 4.6 8.l EH2 12.2 EHl EH2 > 1.5 to :53.6 >4.6 LO 6.1 12.2 24.4 20.4 EH2 EH2 >6.1 to 9.7 16.3 32.6 24.4 18.3 28.5 Upto6.l 12.2 24.4 20.4 16.3 18.3 4.6 >6.1 lo 7.6 16.3 32.6 24.4 18.3 28.5 >7.6 to 11 18.3 36.7 28.5 22.4 34.6 Up to 7.6 16.3 32.6 24.4 18.3 28.5 6.1 >7.6 to 9.1 18.3 36.7 28.5 22.4 34.6 >9.1 to 11 24.4 48.9 34.6 28.5 44.8 7.6 Up to 9.1 18.3 36.7 28.5 22.4 34.6 >9.1 lo 11 24.4 48.9 34.6 28.5 44.8 Notes: (1) Minimum clearance between sprinkler deflector and top of storage shall be maintained as required. (2) Column designations correspond to the configuration of plastics storage as follows: A: (1) Nonexpanded, unstable (2) Nonexpanded, stable, solid unit load B: Expanded, exposed, stable C: ( 1) Expanded, exposed, unstable (2) Nonexpanded, stable, cartoned D: Expanded, cartoned, unstable E: (I) Expanded, cartoned, stable (2) Nonexpanded, stable, exposed (3) EHi = Density required by Figure 13.2.1 for Curve EHi EH2 = Density required by Figure 13.2.1 for Curve EH2 (4) Roof/ceiling height >35 ft is not permitted. 15.2.2.8.1 Densities shall be based on the 2500 ft2 (232 m2) design area. 15.2.2.8.2 Interpolation of ceiling/roof heights shall not be permitted. 15.2.2.9 For storage of Group A plastics between 5 ft (1.5 m) and 12 ft (3.7 m) in height, the installation requirements for extra hazard systems shall apply. 15.3 CMSA Sprinklers for Palletized or Solid-Piled Storage of Group A Plastic Commodities. 15.3.l Protection of palletized and solid-piled storage of un- expanded and expanded Group A plastic commodities shall be in accordance with Table 15.3.l. 15.3.2 Protection shall be provided as specified in Table 15.3. l or appropriate NFPA standards in terms of minimum operating pressure and the number of sprinklers to be in- cluded in the design area. 15.3.3 Open Wood Joist Construction. 15.3.3.1 \-\1here CMSA sprinklers are installed under open wood joist construction, their minimum operating pressure shall be 50 psi (3.4 bar) for a K-11.2 (] 60) sprinkler or 22 psi (l.5 bar) for a K-16.8 (240) sprinkler. 15.3.3.2 Where each joist channel of open wood joist con- struction is fully firestopped to its full depth at inte rvals not 2016 Edition exceeding 20 ft (6.l m), the lower pressures specified in Table 15.3.l shall be permitted to be used. 15.3.4 Preaction Systems. For the purpose of using Table 15.3.1, preaction systems shall be classified as dry pipe systems. 15.3.5 Building steel shall not require special protection where Table 15.3.1 is applied as appropriate for the storage configuration. 15.4 Early Suppres.,ion Fast-Response (ESFR) Sprinklers for Palletized or Solid-Piled Storage of Group A Plastic Com- modities. ·· l5.4. l Protection of palletized and solid-piled storage of car- toned or exposed unexpanded plastic and cartoned expanded · or exposed expanded plastic shall be in accordance with Table 15.4. l. 15.4.% ESFR sprinkler systems shall be. designed such that the minimum operating pressure is not less than that indicated in, Table 15.4.l for type of storage, commodity, storage height, and bullding height involved. 15.4.3 The design. area shall consist of the most hydraulica}Jy demanding area of 12 sprinklers, consisting of four sprinklers on each of three branch lines. 15.4.4 Special Design for Palletized, Solid-Piled, Bin Box, or Shelf Storage of Group A Plastic Commodities. (Reserved) Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement. for individual usu and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA For inquires or to report unauthorized use, contact lice11slng@nfpa.org. 13-166 INSTALLATION OF SPRINKLER SYSTEMS Table 15.4.1 ESFR Protection of Palletized and Solid-Piled Storage of Group A Plastic Commodities Maximum Storage Maximum Ceiling/Roof Minimum Operating Storage Height Height Nominal Pressure Arrangement Commodity ft m ft m K-Factor Orientation psi bar Palletized and C:li;toned 14.0 (200) Upright/ 50 3.4 solid.piled· unexpanded· 20 6.1 pendent storage (po plastic open-top 25 7.6 16.8 (240) Upright/ 35 2.4 containers) pendent •. 22.4 (320) Pendent 25 1.7 25.2 (360) Pendent 15 1.0 14.0 (200) Upright/ 50 3.4 pendent 9.1 16.8 (240) Upright/ 35 2.4 :;:::, 30 pendent 22.4 (320) Pendent 25 I. 7 25.2 (360) Pendent 15 1.0 14.0 (200) Upright/ 75 5.2 pendent 35 11 16.8 (240) Upright/ 52 3.6 -~· pendent ¾ ,,, 22.4 (320) Pendent 35 2.4 . 25.2 (360) Pendent 20 1.4 16.8 (240) Pendent 52 3.6 •· ' 40 12 22.4 (320) Pendent 40 2.7 . « 25.2 (360) Pendent 25 1.7 " ' ~ 45 14 22.4 (320) Pendent 40 2.7 " 25.2 (360) Pendent 40 2.7 " ~ i1 14.0 (200) Upright/ 50 3.4 ,. pendent 30 9.1 16.8 (240) Upright/ 35 2.4 pendent !!c ' ~~ » I 22.4 (320) Pendent 25 1. 7 »· 25.2 (360) Pendent 15 1.0 ' 14.0 (200) Upright/ 60 4.1 ' 32 10 pendent 16.8 (240) Upright/ 42 2.9 * pendent 25 7.6 14.0 (200) Upright or 75 5.2 " ,, pendent 35 11 16.8 (240) Upright/ 52 3.6 pendent 22.4 (320) Pendent 35 2.4 1, -~' 25.2 (360) Pendent 20 1.4 ,.; ,. 16.8 (240) Pendent 52 3.6 »· ":, ,:.:, 40 12 22.4 (320) Pendent ' ,, 40 2.7 ' ;.,; A :· 25.2 (-360) I ••• "Pendent 25 L7 ! 45 14 22.4 (320) Pendent 40 2.7 ' •• ' 25.2 (360) Pendent 40 2.7 2016 Edttion Copyright 2015 National Fire Prolection Association (NFPA). Licensed, by agreement, for Individual use and dow111oad on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission In any 1am, permitted w.thout written permission of NFPA For inquires or to report unauthorized use, contact llcensing<l!lnfpa.org PROTECTION FOR STORAGE OF PLASTIC AND RUBBER COMMODITIES 13-167 Table 15.4.1 Co11ti11ued Maximum Storage Maximum Ceiling/Roof Minimum Operating Storage Height Height Nominal Pressure Arrangement Commodity ft m ft m K-Factor Orientation psi bar 14.0 (200) Upright/ 75 5.2 pendent 16.8 (240) Upright/ 52 3.6 35 11 pendem 22.4 (320) Pendent 35 2.4 30 9.1 25.2 (360) Pendent 20 1.4 16.8 (240) Pendent 52 3.6 40 12 22.4 (320) Pendent 40 2.7 25.2 (360) Pendent 25 1.7 22.4 (320) Pendent 40 2.7 45 14 25.2 (360) Pendem 40 2.7 16.8 (240) Pendent 52 3.6 Existing Sprinkler System J) Pendent 40 2.7 35 10.7 )) \ Pendent 25 1.7 also meets the )) Pendent 40 2.7 requirements for Exposed Kl) \ Pendent 40 2.7 Unexpanded Plastics 0) \Pendent 40 2.7 40 12.2 n) t?endent 40 2.7 14.0 (200) J'.'\!ndem 50 3.4 25 7.6 16.8 (240) Pe\}dent 35 2.4 Exposed 14.0 (200) Per1pent 50 3.4 30 9.1 unexpanded 20 6.1 16.8 (240) Pen(\,em 35 2.4 plastic 14.0 (200) Pend'\lll 75 5.2 35 II 16.8 (240) Pendef\t 52 3.6 40 12 16.8 (240) Penden\ 52 3.6 14.0 (200) Pendent\ 50 3.4 30 9.1 I 16.8 (240) Pendem 35 2.4 I 14.0 (200) Pendent 60 4.1 I 32 9.7 16.8 (240) Pendent \ 42 2.9 Ii 2!? 7.6 14.0 (200) Pendent _J 75 5.2 35 11 16.8 (240) Pendem _\ 52 3.6 - 16.8 (240) Pendent ~2 3.6 .-'❖ 40 12 22.4 (320) Pendent '\JO 3.4 25.2 (360) Pendent 50 3.4 ..... 14.0 (200) Pendent 75 5.2 35 11 16.8 (240) Pendent 52 3.6 30 9.1 16.8 (240) Pendent 52 3.6 40 12 22.4 (320) Pendent 50 3.4 25.2 (360) Penclem 50 3.4 16.8 (240) Pendent 52 3.6 35 11 40 12 22.4 (320) Pendent 50 3.4 25.2 (360) Pendent 50 3.4 (conlrnu,s) 2016 Edition ATTACHl\IBNT #6B AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS IDLE PALLETS Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, ror Individual use and download on November M , 2015 lo KLAUSBRUCKNER AND ASSOCIATES for designated <Jser ELLEY KLAUSBRUCKNER. No other reproduction or transmission In any form permnted without written permission of NFPA For Inquires or to report unauthorized use, contact licensing@nfpa.org 13-86 INSTALLAT ION OF SPRINKLER SYSTEMS ~ Not less than 36 in. (900 mm) J_ Ceiling Obstruction 6 in. (150 mm) maximum I 12 in. I • (300 mm)• maximum Not less than 36 in. (900mm) F1GURE 8.ll.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: ( l ) The average actual floor area protected by the sprinklers on the moved branch line and the sprinklers on the adja- cent branch lines shall not exceed 100 ft2 (9.3 m2) per sprinkler. (2) In no case shall the distance between sprinklers exceed 12 ft (3.7 m). (3) It shall not be permitted to move a branch line where there are moved sprinklers on a branch line that exceed the maximum spi-inkler 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). 8.12.3.I ~-um Distance .Between Sprinkle.rs. The maxi- mum distance between sprinklers shall be in accordance with the following; (l) Where the storage height is less than or equal to 25 ft (7.6 m) and the ceiling height is less than or equal to 30 ft (9.1 m), the distance between sprinkle rs shall be limited to not more than 12 ft (3.7 m) between sprinklers as shown in Table 8.12.2.2. l. . (2) Unless the requiremenrs of 8.12.3.l (3) or 8.12.3. l (4) are " met, where the storage height exceeds 25 ft (7.6 m) and .:eiling heigbtex<::eeds 30ft (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 spi-inkler spacing shall be permitted to eliminate o bstructions created by structural elements (such as trusses, bar joists, and wind bracing) by moving a sprinkler along the branch line a maximum of 1 ft (300 mm) from its allowable spacing, provided cover- age for that sprinkler does not exceed 110 ft2 (10.2 m2) where all of the following conditions are met: (a) The average actual noor 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 structu ral elements (such as trusses, bar j oists, 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 sprinklers on the branch line it is moving away from does not exceed ll0 ft2 (10.2 m2) per sp1inkler where all of the following condi- tions are met: (a) The average actual floor area protected by the spi-in- klers on the moved branch li ne and the sprinklers on the ad4acent branch lines shall no t exceed 100 ft2 (9.3 m ) per sprinkler. (b) In no case shall the distance between sprinklers ex- ceed 12 ft (3.7 m). (c) It shall not be permilled to move a branch line where there are moved sprinkle rs on a branch line that ex- ceed the maximum sprinkler spacing. 8.12.3.2 Maximum Distance from Walls. T he distance from sprinklers to walls shall not exceed one-half of the allowable distance pennitted between sprinklers as indicated in Table 8.1 2.2.2. l. 8.12.3.3 Minimum Distance from Walls. Sprinklers shall be located a minimum of 4 in. (100 mm) from a wall. 8.12.S.4 Minimum Distance .Between Sprinklers. Sprinklers sh all ~ SP.aced_ not less than 8 ft (2.4 m) on center. Table 8.12.2.2.l 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 rr m2 ft m Noncombustible 100 9.3 12 3.7 100 9.3 10 3.0 unobstructed Noncombustible obstructed 100 9.3 12 3.7 100 9.3 10 3.0 Co mbustible unobstructed 100 9.3 12 3.7 100 9.3 10 3.0 Combustible obstructed N/A N/A NIA NIA 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, ror lr1dlvidual use and download on November 14, 2015 lo KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permtttcd w.thout written permission of NFPA For Inquires or to report unauthorized use, contact licensing@nfpa.org 13-88 lNSTALlATION OF SPRINKLER SYSTEMS (l) Sprinklers shall be installed below continuous obstruc- tions, or they shall be arranged to comply with Table 8.12.5.1. l for horizontal obstructions entirely below the elevation of sprinklers that restrict sprinkler discharge pattern for two or more adj acent sprinklers such as ducts, lights, pipes, and conveyors. (2) Additional splinklers 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 l ft (300 mm) ho rizontally from the sprinkler. (3) Additional sprinklers shall not be required where the ob- struction is l ft (300 mm) or less in width and located a minimum of 1 ft (300 mm) holizontally from the sprin- kler. (4) Additional sprinkle rs 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.l.l 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 l 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 of bar joists or open u·usses 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 obstmction. 8.12.5.3.4 Open Gratings. Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.12.5.3.5 Overhead Doors. Quick-response spray splinklers shall be pe,·mitted to be utilized under overhead doors. 8.12.5.3.6 Special Obstruction Allowance. Sprinklers with a special obstruction allowance shall be installed according to their listing. 8.12.6 Clearance to ,1Storage (Early Suppress~on Fast• Response Sprinkle".!1)-; The clearance between th~ def1ector and tbe to£,<>f~l~~ shall be 31:i in: (900 m~I or.~r~a~ ,, ·j 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 lype of In-Rack Sprinklers. 8.13.2.1 Sprinklers in racks shall be ordinary-temperature standard-response or quick-response classification \\~th a nominal K-factor ofK-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 horizontal barri- ers, water shields shall be provided above the sprinklers, or listed intermediate level/rack storage splinklers shall be used. 8.13.4 Location, Position, and Spacing of In-Rack Sprinklers. The location, position, and spacing of in-rack sprinklers shall comply with the requirements in Chapters 12 through 20 as applicable. 8.13.4.1 Minimum Distance Between In-Rack Sprinklers. In- rack sprinklers shall be permitted to be placed less than 6 ft (1.8 m) on center. 8.13.5 Obstructions to In-Rack Sprinkler Discharge. In-rack sprinklers shall not be required to meet the obstruction crite- ria and clearance from storage requirements of Section 8.5. 8.14 Pilot Line Detectors. 8.14.1 Pilot line detectors and related components including pipe and fittings shall be corrosion resistant when installed in areas exposed to weather or corrosive conditions. 8.14.2 Where subject to mechanical or physical damage, pilot line detectors and related detection system components shall be protected. 8.14.3 Where spray splinklers 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 li ne detectors shall be selected in accordance with 8.3.2. 8.14.5 Maximum holizontal spacing for indoor locations shall not exceed 12 ft (3.7 m). 8.14.6 Pilot line detectors shall be permitted to be spaced more than 22 in. (550 mm) below a ceiling or deck where the maximum spacing between pilot line detectors is 10 ft (3.0 m) or less. 8.14.6.1 Other maximum horizontal spacing differing from those required in 8.14.5 shall be permitted where installed in accordance with their listing. 8.14. 7 Pilot line detectors located outdoors, such as in open process structures, shall be spaced such that the elevation of a single level of pilot line detectors and between additional lev- els of pilot line detectors shall not exceed 17 ft (5.2 m). 8.14.8 The maximum distance between pilot line detectors installed outdoors shall not exceed 8 ft (2.4 m). 8.14.8.1 T he horizontal distance bet-ween pilot line detectors installed outdoors on a given level shall be permitted to be Copyiight 2015 National Fire Protection Assoeoa!lon (NFPA). Licensed, by agreement, for lndnndual use and download on November 1◄, 2015 to KLAUSBRUCKNER AND ASSOCIATES lo< designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted Without written permissioo ol NFPA. For Inquires or to report unauthorized use, coo1act llcensing@nlpa.org 13-148 I STALlATlON OF SPRINKLER SYSTEMS 12.6.8.1 The ordinary-temperature design densities corre- spond to ordinary-temperature-rated sprinklers and shall be used for sprinklers with ordinary-and intermediate- temperature classification. 12.6.8.2 The high-temperature design densities correspond to high-temperature-rated sprinklers and shall be used for sprinklers having a high-temperature rating. 12.6.9 Ordinary-and intermediate-temperature sprinklers with K-factors of K-11.2 (161) or larger, where listed for storage, shall be permitted to use the densities for high- temperature sprinklers. 12. 7 Discharge Considerations. 12.7.l The water supply for sprinklers only shall be deter- mined either from the density/area requirements of Chap- ter 12 through Chapter 20 or shall be based upon the room design method in accordance with Section 12. l 0, at the discre- tion of the designer. 12.7.2* Systems with Multiple Hazard Classifications. For sys- tems witJ1 multiple hazard classifications, the hose stream al- lowance and water supply duration shall be in accordance with Section 12.8 as well as one of the following: (1) 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 the de- sign area for that hazard. (3)*For systems with multiple hazard classifications where the higher classification only lies within single rooms less than or equal to 400 ft2 (37.2 m2) in area with no such rooms adjacent, the water supply requirements for the principal occupancy shall be used for the remainder of the system. 12.7.3 The calculations shall satisfy any single point o n ap- propriate density/area curves. 12.7.4 The minimum water supply requirements shall be de- termined by adding tJ1e hose stream allowa nce from Sec- tion 12.8 to the water supply for sprinklers as determined by Chapter I 2 Ull'ough Chapter 20. 12. 7 .5 The minimum water supply requirements determined from 12. 7.4 shall be available for the minimum duration speci- fied in Section I 2.8. 12.7.6 Total system water supply requirements shall be deter- mined in accordance with the hydraulic calculation proce- dures of Chapter 23. 12.7.6.1 When using the density/area method, the design area shall meet the requirements of23.4.4.2.l. 12.7.6.2 When using CMSA, the design area shall meet tJ1e requirements of 23.4.4.3. I. 12.7.6.5 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 otJ1er specific numbers of design sprinklers are required in other sections of this standard. 12. 7. 7 Multiple Adjuslments. 12.7.7.1 Where multiple adjustments to the area ofoperation are required to be made, these adjustments shall be com- pounded based on the area of operation originally selected. 2016 Edition 12.7.7.2 If the building has unsprinklered combustible con- cealed spaces, the rules of Section 12.9 shall be applied after all other modifications have been made. 12.7.7.3 The minimum design density for any sprinkler sys- tem installed in a storage occupancy shall be not less than 0.15 gpm/ft2 (6.1 mm/min) after all adjustments are made. 12.8 Hose Stream Allowance and Water Supply Duration. 12.8.1 * Tanks shall be sized to supply the equipmem that they serve. 12.8.2* Pumps shall be sized to supply tJ1e equipment that they serve. 12.8.3 Water allowance for outside hose shall be added to the sprinkler requirement at the connection to the city main or a yard hydrant, whichever is closer to the system riser. 12.8.4 'Where inside hose connections are planned or are required, the following shall apply: (1) A total water allowance of 50 gpm (190 L/min) for a single hose connection installation shall be added to the sprinkler requiremen ts. (2) A total water allowance of 100 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 the pressure re- quired by the sprinkler system design at that point. 12.8.5 When hose valves for fire depanment use are attached to wet pipe sprinkler system risers in accordance with 8.17.5.2, the following shall apply: (I) The water supply shall not be required to be added LO standpipe demand as determined from NFPA 14. (2) Where the combined sprinkler system demand and hose stream allowance of Chapter 12 and Chapters 14 through 20 exceeds the requirements ofNFPA 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. 12.8.6 Unless indicated otherwise, the minimum water sup- ply requiremenl.ll for a hydraulically designed sprinkler system shall be determined by adding the hose stream allowance from Table 12.8.6 to the water demand for sprinklers. 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 unsprinklered combustible concealed spaces as described in 8.15.1.2 and 8.15.6, the minimum area of sprin- kler operation for that portion of the building shall be 3000 ft2 (280 m2 ). 12.9.1.1 The design area of3000 fl2 (280 m2) shall be applied only to the sprinkler system or portions of the sprinkler system that are adjacent to the qualifying combustible concealed space. 12.9.1.2 The term adjacent shall apply to any sprinkler system 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 spr-inklered area. Copyright 2015 Nationul Fire Prolection Association (NFPA). Licensed, by agreement, for Individual use und download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES fol clesign<rted user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permnled wnhout written permission of NFPA. For Inquires or to report unauthorized use, contact llcensing@nfpa.org GENERAL REQUIREMENTS FOR STORAGE 13-149 Table 12.8.6 Hose Stream Allowance and Water Supply Duration Number of Ceiling Size of Hose Stream Allowance Water Sprinklers Design Supply Sprinkler in Design Area at Duration Commodity Sprinkler Type Spacing Type Area* Ceiling gpm L/min (minutes) Up to 1200 ft2 (110m2) 250 950 60 Over 1200 ft2 (111 m2) up lo Control mode 1500 ft2 density /area Standard and NA (140 m2) 500 1900 90 (CMDA) extended-coverage Over 1500 ft2 (139 m2) up to 2600 ft2 'S; "' (240 m2) 500 1900 120 §C~,,-, Over 2600 ft2 = (240 m2) 500 1900 150 Class I-IV Standard Up to 12 NA 250 950 60 Commodities, Over 12 to Gr9up A plastics. idle woo(! pa:llets, 15 NA 500 1900 90 idle plastic pallets Over 15 to and miS<;ellaneous 25 NA 500 1900 120 storage Control Mode Over 25 NA 500 1900 150 Specific Application Up lo 6 NA 250 950 60 (CMSA) Up to St NA 250 950 60 Extended-coverage Over 6 to 8 NA 500 1900 90 Over 8 to 12 NA 500 1900 120 Over 12 NA 500 1900 150 i Up to 12 ,Ni .·.·250 950 60 " Over 12 to Early Suppre~Jo!l l::~i 15 NA 500 1900 90 Fast Response Standard ,(ESFR) "" v;:;,, Over 15 to 25 NA 500 1900 120 Over 25 NA 500 1900 150 ·t On-floor rubber tire Standard and storage up to 5 fl CMDA&CMSA extended-coverage (l .5 m) in height Any Any 250 950 120 (conthw,s) 2016 Edition Copyright 2015 National Fire Prole<.1ion Association (NFPA). Licensed, by agreement, for individual use and download on November 14. 2015 to KLAUSBRUCKNER AND ASSOCIATES fof designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in aoy fonYl permitted withoul written permission of NFPA For inquires or to report unauthorized use, contact llcensing@nfpa.org GENERAL REQUIREMENTS FOR STORAGE 13-151 12.ll.4 Detectors for high-expansion foam systems shall be listed and shall be installed at no more than one-half the listed spacing. 12.ll.5 The release system for the high expansion foam del- uge system shall be designed to operate prior to the sprinklers installed in the area. 12.12* Protection of Idle Pallets. 12.12.1 Wood Pallets. 12.12.l.l *Wood pallets shall be permitted to be stored in the following arrangements: ()) Stored outside (2) Stored in a detached structure ,,. (3) Stored indoors where arranged and protected in accoi;- dance With 12.12.1.2 12.12.1.2 Wood pallets, where ~tored indoors, shall be'pro- tected in accordance with one of the/ollowing: (1) Control mode density/area sprinkler protection as speci- fied in Table 12.12.1.2 (a). (2) CMSA sprinkler protection in accordance with Table 12.12.1.2 (b). (3) ESFR sprinkler pro~ection in accordance with Table 12.J2.l.2{c). . ( 4) Control mode density/area sprinkle,· proted.icin'iil accor- dance with the OH2 curve of Figure 13.2. l existing with a hose stream demand ofat least 250 gpm (950 L/min) for a duration of at least 60 minutes when pallets are stored no higher than 6 ft ( 1.8 m) and each pile of no more than four stacks is separated from other pallet piles by at least 8 ft (2.4 m) of clear space or 25 ft (7.6 m) of commodity. The maximum clearance to ceiling of 20 ft (6.1 m) specified in 12.l.3.4 shall not apply to ammgement 12.12.1.2(4). 12.12.1.2.1 The maximum clearance to ceiling of 20 ft (6.1 m) specified in 12.1.3.4 shall not apply to arrangement 12.12.1.2(4). 12.12.1.3 Idle wood pallets shall not be stored in racks unless they are protected in accordance with the appropriate re- quirements of Table 12.12.l.2(a) or Table 12.12.1.2(c). (See Section C. 7.) 12.12.2 Plastic Pallets. 12.12.2.l Plastic pallets shall be permitted to be stored in the following manner: (1) Plasti c pallets shall be permitted to be stored outside. (2) Plastic pallets shall be permitted to be stored in a de- tacl1ed structure. (3) Plastic pallets shall be permitted to be sLOred indoors where arranged and protected in accordance with the re- quirements of 12.12.2.2. 12.12.2.2 Protection Criteria for Plastic Pallets Stored Indoors. 12.12.2.2.1 Plastic pallets having a demonstrated fire hazard that is equal to or less than idle wood pallets and is listed for such equivalency shall be permitted to be protected in accor- dance with 12.12.1. 12.12.2.2.2 When specific test data are available, the data shall take precedence in determining the required protection of idle plastic pallets. 12.12.2.2.3 Protection with ESFR sprinklers shall be in accor- dance with the requirements of Table 12.12.2.2.3. 12.12.2.2.4 Protection with spray sprinklers shall be in accor- dance with one of the scenarios in I 2.12.2.2.4.1 through 12.12.2.2.4.3. 12.12.2.2.4.1 Where plastic pallets are stored in cutoff rooms, the following shall apply: (1) The cutoff rooms shall have at least one exterior wall. (2) The plastic pallet storage shall be separated from the re- mainder of the building by 3 hour-rated fire walls. (3) The storage shall be protected by sprinklers designed to deliver 0.6 gpm/ft2 (24.4 mm/min) for the entire room or by high-expansion foam and sprinklers designed to de- liver 0.3 gpm/ft2 (12.2 mm/min) for the entire room. ( 4) The storage shall be piled no higher than 12 ft (3. 7 m). (5) Any steel columns shall be protected by I-hour fireproofing or a sidewall sprinkler directed to one side of the column at the top or at the I 5 ft ( 4.6 m) level, whichever is lower. Flow from these sprinklers shall be perm itted to be omitted from the sprinkler system demand for hydraulic calculations. Table 12.12.l.2(a) Control Mode Density/ Area Sprinkler Protection for Indoor Storage of Idle Wood Pallets Maximum Maximum Storage Ceiling/Roof Type of Location of Nominal Height Height Sprinkler Density Sprinkler Storage K-Factor ft m ft m gpm/ft2 Control mode On floor 8 (ll5) or Up to 6 Up to 1.8 20 6.1 0.20 density/area larger O n floor 11.2 (160) Up LO S Up to 2.4 30 9.l 0.45 or larger On floor or 11.2 (160) 8 to 12 2.4L03.7 30 9.1 0.6 rack without or larger solid shelves 12 to 20 3.7 to 6.1 30 9.1 0.6 On floor 16.8 (240) Up to 20 Up to 6.1 30 9. I 0.6 or larger *The area of sprinkler operation should be permitted to be reduced Lo 2000 ft2 ( 186 m2) when sprinklers having a nominal K-factor of 11.2 or larger are used or if high temperature-rated sprinklers with a nominal K-fact0r of 8.0 are used. mm/min 8.1 ]8.3 24.4 24.4 24.4 Areas of Operation ft2 m2 3000* 280* 2500 230 3500 325 4500 420 2000 185 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for Individual use and download on November 14, 2015 lo KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No olher reproduction or transmission in any form permitted W1thout written permission of NFPA For inquire, or to repon unauthorized use, contact licensing@nfpa.org. 13-152 INSTALlATION OF SPRJNKLER SYSTEMS Table 12.12.l.2(b) CMSA Sprinkler Protection for Indoor Storage of Idle Wood Pallets Maximum Minimum Maximum Storage Ceiling/Roof Operating Height Height Number of Pressure Storage Commodity K-Factor/ Type of Design Arrangement Class ft m ft m Orientation System Sprinklers psi bar I 1.2 (160) Wet 15 25 1.7 Upright Dry 25 25 1.7 30 9.1 I 6.8 (240) Wet 15 15 1.0 Upright Dry 25 15 l.0 On floor Idle wood 20 6.1 pallets I 9.6 (280) Wet 15 16 1.1 Pendent 35 ll I 9.6 (280) Wet 15 25 l.7 Pendent 40 12 19.6 (280) Wet 15 30 2.1 Pendent Table 12. 12. l.2(c) ESFR Sprinkler Protection for Indoor Storage of Idle Wood Palleti ::: ,., . -~-.. _ . ..,_ ---·--· . .., ,..,..,. ,.cc, ___ ,.. , ... -,;.---... -........... ~-·= ,,.,,..,,.., ... Maximum Minimum Maximum Storage Ceiling/ Operating Height Roof Height Pressure Type of Sprinkler Location of (Orientation) Storage Nominal K-Factor ft m ft m psi bar 14.0 25 7.6 30 9.1 50 3.4 0 (200) 25 7.6 32 10 60 4.1 25 7.6 30 9.1 35 2.4 16.8 25 7.6 (240) 32 10 42 2.9 . 35 11 40 12 52 3.6 On floor or rack ESFR (pendent) without solid 25 7.6 30 9.1 25 1.7 ··•· sh~lves 22.4 (320) 30 9.1 35 11 35 2.4 ... ,n •,f:•,,·' .. ::,; 35 11 40 12 40 2.7 ':"i'• <» 25 7.6 30 9.1 15 1.0 • .. ,, .,.. 25.2 0 30 20 1.4 ,., (360)' 9.1 35 11 ~ ..... ' 11 '{7 ,.._ . .,,, 35 40 12 25 ESFR (upright) On fl oor 14.0 20 6.1 30 9.1 50 3.4 (200) 20 6.1 35 11 75 5.2 16.8 20 6.1 30 9.1 35 2.4 (240) 20 6.1 35 11 52 3.6 2016 Edition ATTACHMENT #7 ADDITIONAL REQUIREMENTS AUTOMATIC FIRE SPRINKLER REQUIREMENTS 3203.10.1 Unreinforced plastic pallets. For Class I through IV commodities, where W1Teinforced polypropyl- ene or Wlfeinforced high-density polyethylene plastic pal- lets are used, the commodity classification shall be increased one class. To be considered W1Teinforced plastic pallets, the pallets shall be marked with a permanent sym- bol indicating the pallet is Wlfeinforced. 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 increased 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 II, Class ill, 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 and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches ( 610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches ( 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. designation of a 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 commodity stored where a AND LIFE SAFETY FEATURES limited quantity of the higher hazard commodity has been 3206.1 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 3206.11. engineering analysis shall con kier system to deliver the hi fprotection. Where required by Table 3206.2, higher hazard commodity. The systems, smoke and heat removal and auto- on the actual storage height of nt no>-,..m-r\'ii"-rl[Mr--'liaihrf'lni"'h~.,....,,---~...._~......,-r design densities shall be provided to protect mum allowable design area for sprinkler operation as set the high-piled storage area. forth in the density/area figures provided in NFPA 13. The 3206.2.1 Extent of protection. The fire safety features contiguous area occupied by the higher hazard commodity required in Table 3206.2 shall extend to the lesser of 15 shall not exceed 120 square feet (11 m2) and additional feet (4572 mm) beyond the high-piled storage area or a areas of higher hazard commodity shall be separated from full height wall. Where portions of high-piled storage other such areas by 25 feet (7620 mm) or more. The sprin-areas have different fire protection requirements because kier system shall be capable of delivering the higher density of commodity, method of storage or storage height, the over a minimum area of900 square feet (84 m2) for wet pipe fire protection features required by Table 3206.2 within systems and 1,200 square feet (111 m2) for dry pipe sys-this area shall be based on the most restrictive design terns. The shape of the design area shall be in accordance requirements. with Section 903. 2019 CALIFORNIA FIRE CODE 449 100804710 11~111•1~itl(l)~l]II( ] ]II( }IJ:[MJ I Coryrl~hto 1019 ICC ALLRIGIITS RESERVED Auuxdby EJIIC' Kllusbruclr.nn' (C'-kbu,t>ru,knncom),() Ordn Numbc:r •10010◄710 on DK 16. 20ito.1 09 PM (PST) punu,.n110 UcaucAirmnan with ; j.J 111 ICC No further rtrrnductlon, no fur1hcr n-prod11ctlon1 by any third r•tty. or di1trlbuUon aulhor11.4'd S!nglc uscr only, Lopylng and nttworklng prohibited ANY UNAlTTII0RIZED REPRODUCTION OR DISTRllllfrlON IS A VIOLATION OF THE l'E0ERAL COPY RIG I IT ACT ANO TIIE LICENSE AGRl:.EMENT, AND SUBJECT TO OVJL AND CRIMINAL PENALTIES TIIEREUNDER. Copyright 2015 National F,re ProtectlOO Association (NFPA). Licensed, by agreement, for Individual use ond download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmltslon in any form perm~tea Without wntten permission of NFPA For inquires or to report unauthorized use, contact llcenslng@nfpa.org GENERAL REQUIREMENTS FOR STORAGE 13-147 of supplemental, quick-response in-rack sp1inklers located di- rectly below the top tier of storage and at every flue space intersect.ion. 12.1.3.4.7 When applying the supplemental in-rack sprinkler option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable clearance to ceiling. 12.1.3.4.8 If in-rack sprinklers are required for the actual storage height with an acceptable clearance to ceiling, in-rack sprinklers shall be installed as indicated by that criteria. 12.l.4 High Volume Low Speed (HVLS) Fans. 12.1.4.l * The installation of HVLS fans in buildings equipped with sp1i nklers, including ESFR sprinklers, shall comply with the following: (I) The maximum fan diameter shall be 24 ft (7.3 m). (2) The HVLS fan shall be centered approximately between four adjacent sprinklers. (3) The vertical clearance from the HVLS fan to sprinkler deflector shall be a minimum of 3 ft (900 mm). (4) All HVLS fans shall be interlocked to shut down immedi- ately upon receiving a waterflow signal from the alarm system in accordance with the requirements of NFPA 72. 12.2* Hose Connections. 12.2.l Small hose connections [I½ in. (38 mm)] shall be provided where required by the authority having jurisdiction in accordance with 8.17.5 for first-aid fire-fighting and over- haul operations. 12.2.2 Small hose connect.ions shall not be required for the protection of Class I, 11, III, and IV commodities stored 12 ft (3.7 m) or less in height. 12.3* Adjacent Hazards or Design Methods. For buildings with two or more adjacent hazards or design me thods, the following shall apply: (1) Where areas are not physically separated by a barrier or partition capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area, the required sprinkler protect.ion for the more demanding design basis shall extend 15 ft (4.6 m) beyond its pe1imeter. (2) The requirements of 12.3(1) shall not apply where the areas are separated by a draft curtain or barrier located above an aisle, horizontally a minimum of 2 ft (600 mm) from the adjacent hazard on each side, or a partition that is capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area. (3) The requirements of 12.3(1 ) shall not apply to the exten- sion of more demanding criteria from an uppe r ceiling level to beneath a lower ceiling level where the difference in height between the ceiling levels is at least 2 ft (600 mm), located above an aisle, horizontally a mini- mum 2 ft (600 mm) from the adjacent hazard on each side. 12.4* Wet Pipe Systems. 12.4.1 Sprinkler systems shall be wet pipe systems. 12.4.2* In areas that are subject to freezing or where special conditions exist, dry pipe systems and preaction systems shall be permitted to protect storage occupancies. 12.5 Dry Pipe and Preaction Systems. For dry pipe systems and preaction systems, the area of sprinkler operation shall be increased by 30 percent without revising the d ensity. 12.6* Storage Applications. 12.6.l For storage applications with densities of 0.2 gpm/ft2 (8.1 mm/min) or less, standard-response sprinklers with a K-factor of K-5.6 (80) o r larger shall be permitted. 12.6.2 For general storage applications, rack sto rage, nibber tire storage, roll paper storage, and baled couon storage being protected witl, upright and pendent spray sfrinklers with re- quired densities of greater than 0.2 gpm/ft to 0.34 gpm/ft2 (8.1 mm/min to 13.9 mm/min), standard-response sprinklers with a nominal K-factor of K-8.0 ( 115) or larger shall be used. 12.6.3 For general storage applications, rack storage, ntbber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities greater than 0.34 gpm/ft2 (13.9 mm/min), standard-response spray sprinklers with a K-factor ofK-J J .2 (161) or larger that are listed for storage applications shall be used. 12.6.4* Unless the t·equirements of 12.6.5 are met, the re- quirements of 12.6.2 and 12.6.3 shall not apply to modifica- tions to existing storage application systems, using sprinklers witl1 K-factors ofK-8.0 (115) or less. 12.6.5 Where applying the requirements of Figure 17.2.1.2.1 (b) and Figure 17.2.1.2.1 (c) utilizing the design criteria of 0.6 gpm/ft2 per 2000 ft2 (24.4 mm/min per 186 m2) to existing storage applications, the requirements of I 2.6.3 shall apply. 12.6.6 The use of quick-response spray sprinklers for storage applications shall be permitted when listed for such use. 12.6.7 CMSA and ESFR sprinklers shall be permitted to pro- t 1gh Class IV commodities, Group A EXTENT OF aneous storage, and other storage through Chapter 20 or by otl1er PROTECTION ...... ....., • .,_.,~......,...__,...__,.,......, . ..,_,.,....,_,.,designed to meet any crited a in Chapter 12 or Chapter 14 through Chapter 20 shall be pem,it- ted to protect any of the following: (I) Light hazard occupancies (2) Ordinary hazard occupancies (3) Any storage arrangement in Chapter 13 referencing OHi, OH2, EHI, and EH2 design criteria 12.6.7.2 Quick-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permitted to protect any of the following: (1) Light hazard occupancies (2) Ordinary hazard occupancies (3) Any storage arrangement in Chapter 13 referencing OH 1, OH2, EHi, and EH2 design criteria 12.6.7.3 Standard-response CMSA spt"inklers designed to meet any uiteria in Chapter J 2 o r Chapter 14 through Chap- ter 20 shall be permitted to protect any of the following: (l ) Ordinary hazard occupancies (2) Any storage arrangement in Chapter 13 referencing OHl, OH2, EHi, and EH2 design criteria 12.6.8 The design figures indicate water demands for ordinal)'· temperature-rated and nominal high-temperature-rated sp1i n- klers at the ceiling. 2016 Edition Copyright 2015 National Fore Protect,on Association (NFPA). Licensed, by agreement, for Individual use ond do,,i,load on Novernber 14, 2015 to KU\USBRUCKNER AND ASSOCIATES for deslgnaled user ELLEY KLAUSBRUCKNER. No other reproduction or transmltsion in any form permitted Without written permission of NFPA For inquires or to repon unauthorized use, contact licensing@ntpa.org 13-54 INSTAUATION OF SPRJNKLER SYSTEMS 8.5.4.1.3 Fo r ceilings that have insulation installed directly against underside of the ceiling or roof strncture, the deflec- tor distance shall be measured from the bottom of the insula- tion and shall be in accordance with 8.5.4.1.3.1 or 8.5.4.l.3.2. 8.5.4.1.3.1 For insulation that is installed directly against tl1e ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the deflector distance shall be mea- sured to the underside of the insulation. 8.5.4.1.3.2 Fm· insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflection from the insulation high point to the insulati on low point. (A) If the deflection or sag in the insulation exceeds 6 in. ( 150 mm), the deflector distance shall be measured to the high point of the insulation. (B) The deflector shall not be positioned above the low point of the insulation. 8.5.4.1.4* Heat collectors shall not be used as a means to assist the activation of a sprinkler. 8.5.4.2 Deflector Orientation. Deflectors of sprinklers shall be aligned parallel to ceilings, roofs, or the incline of stairs. 8.5.5 Obstructions to Sprinkler Discharge. 8.5.5.1 * Performance Objective. Sprinklers shall be located so as to minimize obstructions to discharge as defined in 8.5.5.2 and 8.5.5.3, or additional sprinklers shall be provided to en- sure adequate coverage of the hazard. (See FigitreA.8.5.5.1.) 8.5.5.2* Obstructions to Sprinkler Discharge Pattern Develop- ment. 8.5.5.2.1 Continuous or noncontinuous obstructions less than or equal to 18 in. ( 450 mm) below the sprinkler deflector that prevent the pattern from fully developing shall comply with 8.5.5.2. of the obstruction is 24 in. (600 mm) or less above the floor or deck. 8.5.5.3.2 Sprinklers shall not be required under obstructions that are not fixed in place, such as conference tables. 8.5.5.3.3 Sptinklers installed under obstructions shall be of the same type (spray, CMSA, ESFR, residential) as installed at the ceiling except as permitted by 8.5.5.3.3.1. 8.5.5.3.3.1 Spray sprinklers shall be permitted Lo be utilized under overhead doors. 8.5.5.3.4* Sptinklers installed under open gratings shall be of the intermediate level/rack storage type or other.vise shielded from the discharge of overhead sprinklers. 8.5.5.4 Closets. In all closets and compartments, including those closets housing mechanical equipment, that are not larger Lhan 400 ft3 (11.3 m3) in size, a single sprinkler at the highest ceiling level shall be sufficient without regard to ob- structions or minimum distance to the wall. 8.5.6 Clearance from Deflector to Storage. 8.5.6.1 • Unless the requirements of 8.5.6.2, 8.5.6.3, 8.5.6.4, or 8.5.6.5 are met, the clearance between the deflector and the top of storage or contents of the room shall be 18 in. (450 mm) or greater. 8.5.6.2 Whe1·e other standards specify greater clearance to storage minimums, tl1ey shall be followed. 8.5.6.3 A minimum clearance to storage of 36 in. (900 mm) shall be permitted for special sprinklers. 8.5.6.4 A minimum clearance to storage of less than 18 in. (450 mm) between the top of storage and ceiling sprinkler d eflecto rs shall be permitted where proven by successful large- scale fire tests for the particular hazard. 8.5.6.5 The clearance from the top of storage to sprinkler deflectors shall be not less than 36 in. (900 mm) where rubber tires are st0red. 8.5.5.2.2 Sprinkle rs shall be positioned in accordance with 8.5.7 Skylights. the minimum distances and special requirements of See- l.ion 8.6 through Section 8.12 so that they are located suffi-8.5.7.1 Sprinklers shall be penn itted to be omitted from sky- ciently away from obsU"Uctions such as truss webs and chords, lights not exceeding 32 ft2 (3.0 m2 ) in area, regardless of haz- pipes, columns, and fixtures. ard classification, tliat are separated by at least 10 ft (3.0 m) horizontally from any other unprotected skylight or unpro- 8.5.5.3* Obstructions that Prevent Sprinkler Discharge from t.ected ceiling ocket. Reaching Hazard. Continuous or noncontinuous obstructions ,-.._,...........,,.......,.,.""~_,,......._.,,_.,.,......_,.---... that interrupt the water discharge in a horizontal plane more FIXED s inStalled directly beneath a sky- than 18 in. (450 mm) below tl1e sprinkler deflector in a man-0 1112), the diSLance to the ceiling ner to limit the distribution from reaching the protected haz-OBSTRUCTIONS ne of lhe ceiling as if the skylight ard shall comply with 8.5.5.3. 8.5.5.3. 1 • Sprinklers shall be installed under fixed obstruc- tions over 4 ft (1.2 m) in widtli. 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 Where sprinklers are located adjacent to the ob- struction, they shall be of the intermediate level rack type. 8.5.5.3.1.3 The deflector of auto matic sprinklers installed un- der fixed obstructions shall be positioned no more than I 2 in. (300 mm) below the bottom of the obstruction. 8.5.5.3.1.4 Sprinklers shall not be required under noncom- bustible obstructions over 4 ft (1.2 m) wide where the bottom 2016 Edttion 1g ot xc eding 32 ft2 (3.0 m2) shall be per- mitted to have a plastic cover. 8.6 Standard Pendent and Upright Spray Sprinklers. 8.6.1 General. All requirements of Section 8.5 shall apply to standard pendent and upright spray sprinklers except as modified in Section 8.6. 8.6.2 Protection Areas per Sprinkler (Standard Pendent and Upright Spray Sprinklers). 8.6.2.1 Determination of Protection Area of Coverage. 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection area of coverage per sptinkler (A.,) shall be dete rmined in accordance with 8.5.2.1. .., Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreemenl, for Individual use and download on N011ember 1◄, 2015 to KU\USBRUCKNER AND ASSOCIATES for designated user ELLEY KU\USBRUCKNER. No other reproduc1lon Of transml■slon in any fonn permitted Without written permission ol NFPA For Inquires or 10 report unautho~zed use, contact llcenslngil!)nfpa.Ofg 13-146 INSTALI..ATION OF SPRJNKLER 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 storage (see Chapter 13) and as modified by specific sections in Chapter 14 through Chapter 20. 12.1.1 Roof Vents and Draft Curtains. Sec 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. area shall be the same as the sprinkler protection for tl1e high ceiling area . 12.1.3.2 ESFR sprinklers shall be used only in buildings equal to, or less than, the height of the building for which they have been listed. 12.1.3.3 The sprinkler system design shall be based on the storage height and clearance to ceiling that routinely or peri- odically exist in the building and create the greatest water demand. Where storage is placed above doors, the storage height shall be calculated from the base of storage above the door. 12.1.1.2 Early suppression fast-response (ESFR) sprinklers shall not be used in buildings with automatic heat or smoke 12·1.3.4 Clearance to Ceiling. vents unless the vents use a high-temperature rated, standard-12.1.3.4.1 * The clearance to ceiling shall be measured in ac- response operating mechanism. cordance with 12.1.3.4. l. l through 12.1.3.4.1.3. 12.1.1.3* Draft curtains shall not be used within ESFR sprin-12.1.3.4.1.1 For corrugated metal deck roofs up to 3 in. kier systems. (75 mm) in depth, the clearance to ceili ng shall be measured from the top of storage to the bottom of the deck. 12.1.1.3.1 Draft curtains separating ESFR sprinklers at system breaks or from control mode sprinklers or between hazards ' r corrugated metal deck roofs deeper than shall be permitted. (See 8.4.6.4.) he clearance to ceiling shall be measured to t on the deck. 12.1.2 Ceiling Slope. The sprinkler system criteria specified in Chapter 12 and Chapters 14 through 20 are intended to r ceilings that have insulation attached di- apply to buildings with ceiling slopes not exceeding 2 in 12 ...__,.__r-...~ ........ "--""__,, de of the ceiling or roof structure, the clear- (16.7 percent) unless modified by a specific section in Chap-ance o ce1 ing shall be measured from the top of storage to ter 12 and Chapters 14 through 20. 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). 12.1.3* Building and Storage Height. (A) For insulation that is attached directly to the ceiling or 12.1.3.1 T he maximum building height shall be measured to roof structure and is installed flat and parallel to the ceiling or the underside of the roof deck or ceiling or in accordance roof structure, the clearance to ceiling shall be measured from with 12.1.3.l.l through 12.1.3.l.3. the top of storage to the underside of the insulation. 12.1.3.1.1 Fo r corrugated metal deck roofs up to 3 in. (B) For insulation that is installed in a manner that causes it (75 mm) in depth, the maximum roof height shall be mea-to deflect or sag down from the ceiling or roof structure, the sured from floor to the bottom of the deck. clearance to ceiling shall be measured from the top of storage to a point half of the distance of the deflection from the insu- 12·1.3.l.2 For decks deeper than 3 in. (75 mm), the maxi-lation high point to the insulation low point. If the deflection mum roof height shall be measured to the highest point on or sag in tlle insulation exceeds 6 in. ( 150 mm), the clearance the deck. to ceiling shall be measured from the top of storage to the 12.1.3.1.3 For ceilings that have insulation installed directly high point of the insulation. against underside of the ceiling o r roof structure, the maxi-12.1.3.4.2 For spray sprinkler criteria where the clearance to mum roof height shall be measured to the bottom of insula-ceiling exceeds those identified in this section, the require- tion and shall be in accordance with 12.1.3.1.3.1 or men ts of J 2.1.3.4.3 tlirough J 2.1.3.4.8 shall apply. I 2.1.3.1.3.2. 12.1.3.1.3.1 For insulation that is installed directly against the ceil ing o r roof su1.1cture and is installed flat and parallel to the ceiling or roof structure, the maximum roof height shall be measured to the underside of the insulation. 12.1.3.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the maximum roof height shall be measured as half of the distance of the deflection fro m the insulation high point to the insulation low point. If the deflection or sag in the insu- lation exceeds 6 in. (150 mm), the maximum roof height shall be measured to the high point of the insulatio n. 12.1.3.1.4* Where the build ing height changes within a com- partment, the sp1inklers directJy over tl1e storage shall be ca- pable of protecting storage directly beneath. 12.1.3.1.4.1 Where a barrier to heat and smoke in accor- dance with 12.3(2) or 12.3(3) is not present, the sprinkler criteria 15 ft (4.6 m) into the perimeter of the lower ceiling 2016 Edition 12.1.3.4.3 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Chapters 14 and 15, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6. l m). 12.1.3.4.4 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Section 16.2, protection shall be based upon the sto rage height that would result in a clearance to ceiling of 20 ft (6.1 m) or providing one level of supplemental, quick- response in-rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.5 Where the clearance to ceiling exceeds l O 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) o r providing one level of supplemen- tal, quick-response in-rack sprinklers located directly below the top tier of storage and at every flue space intersectio n. 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 o ne level Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for Individual use and doWnload on November 1◄, 2015 to KLAUSBRUCKNER AND ASSOCIATES lo< designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmi,sion in any lom, perm~ted Without written perml•sion of NFPA For Inquires or to report unauthoozed use, contact lleenslng@nlpa.org INSTALLATION REQUIREMENTS 13-51 lgh-temperature zone 7 ft O in. (2.1 m .... '-~-~ Unit heater I I Airflow l Intermediate-temperature zone 8=0.5774xA C=1.1547 xA B ~----l-L---'----~---------· 11 ft 611/,sin. (3.52 m) FlGURE 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 Upright and pende nt spray sprinklers shall be permit- ted in all occupancy hazard classifi cations 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 for use in extra hazard occupa · i sign method. 8.4.2 Sidewall Spray Spri be installed as follows: (1) Light hazard occupan sloped, fl at ceilings (2) Ordinary hazard occup e v1 s o where specifically listed for such use (3) To protect areas below overhead doors 8.4.3 Extended Coverage Se,a~i!;.IJ~>-ll~~~.S:rJ...J:'l~''.,S!J~g4, sprinklers shall only be instal ESFR Sprinkler (I) In unobstructed constru (2) (3) ceilings with a slope not of2 units in a run of 12 ut In unobstructed or none System Separation tion, where specifically Ii .,_,....., . .,_.,".....,,."--.,,.....__,,"--.,,._.....,'--"_,, Within trusses or bar joists having web members not greater than I in. (25 mm) maximum dimension or where trusses are spaced greater than 7½ ft (2.3 m) on center and where the ceiling slope does no t exceed a pitch of I in 6 (a rise of 2 units in a n.111 of 12 units, a roof slope of 16.7 percent) (4) Extended coverage upright and pendent sprinklers in- stalled under smooth, flat 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 of33.3 percent), where specifically listed for such use (5) Extended coverage sidewall sprinklers installed in accor- dance with 8.9.4.2.2 in slopes exceeding a ceiling pitch of 2 in 12 (6) In each bay of obstrncted 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 pe m1itted to be used in del- uge systems to protect special hazards or exposures or in other special locations. 8.4.4.2 Open sprinkle rs shall be installed in accordance with all applicable requirements of this standard for their auto- matic counterpart. 8.4.5 Residential Sprinklers. 8.4.5.1* Residential sprinklers shall be permitted in dwelling units and their adjoining corridors, provided they are in- stalled in confotmance with their listing. 8.4.5.2 Residential sprinkle rs 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- partment as defined in 3.3.6, all sptinklers 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 o nly in wet pipe systems unless specifically listed for use in dry systems. 8.4.6.2 ESFR sprinklers shall be installed only in buildings where roof or ceiling slope above the sprinklers does not ex- ceed a pitch of 2 in 12 (a rise of 2 units in a run of 12 units, a roof slope of 16. 7 percent). 8.4.6.S• ESFR sprinklers shall be permitted for use in build- ings with unobstructed and noncombustible obstructed con- structi.on. 8.4.6.3.1 Where depths of the solid strnctural members (beams, stem, and so forth) exceed 12 in. (300 mm), ESFR sprinklers shall be installed in each channel formed by the solid strucLUral members. 8.4.6.3.2 Minimum sprinkler spacing and area o f coverage shall comply with the requirements of 8.12.2 and 8.12.3. 8.4.6.4 Draft Curtains. 8.4.6.4.1 Where ESFR sprinkler systems are installed adjacent to sprinkler systems with standard-response sprinluers, 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 (1.2 m) centered below the draft curtain shall be maintained for separation. 8.4.6.5 Temperature Ratings. Sprinkler te mperature ratings for ESFR sprinklers shall be ordinary unless 8.3.2 requires intermediate-or high-temperatu re ratings. 2016 Edition . .. Copyright 2015 National Fire Prote<.1ion Association (NFPA). Licensed, by agreement, for individual use and download on Novembet 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES lot designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permnted Without written permission ot NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org 13-86 INSTALLATION OF SPRINKLER SYSTEMS ~ Ceiling 61 6 I Not less Not less than 36 in. 6in. than 36 in. (900 mm) (150 mm) (900 mm) J_ maximum Obstruction 1. 12 in. I (300 mm)• I 12 in. I • (300 mm)• maximum maximum FIGURE 8.11.5.3.5 Obstruction More Than 36 in. (914 mm) Below Sprinklers (CMSA Sprinklers). that branch line and the sprinklers on the branch line it is moving away from does not exceed llO ft2 (10.2 m2) per sprin- kler whe re all of the following conditions are met: (I) The average actual floor a1·ea protected by the sprinklers on the moved branch line and the sprinklers on the adja- cent branch lines shall not exceed 100 ft2 (9.3 m2) per sprinkler. (2) In no case shall the distance between sprinklers exceed 12 ft (3.7 m). (3) It shall not be permitted to move a branch line where there are moved sprinklers on a branch line that exceed the maximum sprinkler spacing. 8.12.2.3 Minimum Protection Area of Coverage. The mini- mum allowable protection area of coverage for a sprinkler (A,) shall not be less than 64 ft2 (5.92). 8.12.3 Sprinkler Spacing (Early Suppression Fast-Response Sprinklers). 8.12.3.1 Maximum Distance Between Sprinklers. The maxi- mum distance between sprinklers shall be in accordance with the following: (1 ) Where the storage height is less than or e ual to 25 ft (7.6 m) and the ceiling height is le (9.1 m), the distance between spri ESFR (2) Unless the requirements of8.l2.3.1(3) or8.l2.3.l (4) are met, where the storage height exceeds 25 ft (7.6 m) and ceiling height exceeds 30 ft (9.l m), the distance between sprinklers shall be limited to not more than 10 ft (3.0 m) between sprinklers. (3)*Regardless of the storage or ceiling height arrangement, deviations from the maximum sprinkler spacing shall be permitted to eliminate obstrnctions created by structural elements (such as trnsses, 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 sprinkler does not exceed I IO ft2 (10.2 m2) where all of the following conditions are met: (a) The average actual floor area protected by the moved sprinkler and the adjacent sprinklers shall not exceed JOO ft2 (9.3 1112). (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 eli minate obstructions created by structural elements (such as trusses, bar joists, and wind bracing) by moving a single branch line a maximum of 1 ft (300 mm) from its allowable spaci ng, provided coverage for the sprinklers on that branch line and the sprinklers on the branch line it is moving away from does not exceed l l O ft2 (10.2 m2) per sprinkler where all of the following condi- tions are met: (a) The average actual floor area protected by the spiin- kl ers on the moved branch line and the sprinklers on the adtacent branch lines shall not exceed 100 ft2 (9.3 m ) 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 sp.-inklers on a branch line that ex- ceed the maximum sprinkler spacing. 8.12.3.2 Maximum Distance from Walls. The distance from sprinklers to walls shall not exceed one-half of the allowable distance permitted between sprinklers as indicated in Table 8.1 2.2.2.1. 3 Minimum Distance from Walls. Sprinkle rs shall be a minimum of 4 in. (100 mm) from a wall. to not more than 12 ft (3.7 m) shown in Table 8.12.2.2.l. Construction Minimum Distance Between Sprinklers. Sprinklers spaced not less than 8 ft (2.4 m ) on center. Types Table 8.12.2.2.1 Protection Areas and 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 (t2 m2 ft m ft2 m2 ft m Noncombustible JOO 9.3 12 3.7 unobstructed JOO 9.3 IO 3.0 Noncombustible obstructed 100 9.3 12 3.7 Combustible unobstructed 100 9.3 12 3.7 Combustible obstructed N/A N/A 100 9.3 JO 3.0 100 9.3 10 3.0 N/A NIA 2016 Edttion Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 lo KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmlosion in any form permrtted ,.,;ihoul written permiosion o1 NFPA For inquires or to report unauthorized use, contact licensing@nfpa.org 13-166 INSTAU ATION OF SPRINKLER SYSTEMS Table 15.4.1 ESFR Protection of Palletized and Solid-Piled Storage of Group A Plastic Commodities Maximum Storage Maximum Ceiling/Roof Minimum Operating Storage Height Height Nominal Pressure Arr_angement Commodity ft m ft m K-Factor Orientation psi bar Palletized and Cartoned 14.0 (200) Upright/ 50 3.4 solid-piled unexpanded 20 6.1 pendent storage (no :; plastic open-top --~ I~ 25 7.6 16.8 (240) Upright/ 35 2.4 containers) pendent 22.4 (320) Pendent 25 1.7 --"'(-"(-"(--'I" 'I" 'I" '( I 25.2 (360) Pendent 15 1.0 >--NO OPEN-TOP ~ 14.0 (200) Upright/ 50 3.4 I pendent >--CONTAINERS ~ I 16.8 (240) Upright/ 35 2.4 ( I.. I.. I.. -~--\ I 30 9.1 pendent _ ... 22.4 (320) Pendent 25 1.7 25.2 (360) Pendent 15 1.0 ' 14.0 (200) Upright/ 75 5.2 ' pendent ' ' 11 16.8 (240) Upright/ 52 3.6 ! 35 pendent 'l 22.4 (320) Pendent 35 2.4 , .. I 25.2 (360) Pendent 20 1.4 ,1. 16.8 (240) Pendent 52 3.6 .• 11 40 12 22.4 (320) Pendent 40 2.7 ::i: ·-~ 25.2 (360) Pendent 25 1.7 ' 45 14 22.4 (320) Pendent 40 2.7 ' 25.2 (360) Pendent 40 2.7 14.0 (200) Upright/ 50 3.4 pendent ! 16.8 (240) Upright/ 35 2.4 30 9.1 pendent 22.4 (320) Pendent 25 1.7 25.2 (360) Pendent 15 1.0 14.0 (200) Upright/ 60 4.1 32 10 pendent ' 16.8 (240) Upright/ 42 2.9 pendent is 14.0 (200) Upright or 75 5.2 ;;'· 25 7.6 pendent 35 11 16.8 (240) Upright/ 52 3.6 pendem 22.4 (320) Pendent 35 2.4 #., 25.2 (360) Pendent 20 1.4 »:· , 16.8 (240) Pendent 52 3.6 ' m " ,,. 40 12 22.4 (320) Pendent 40 2.7 ' 25.2 (360) Pendent 25 1.7 ;~ i, 45 14 22.4 (320) Pendent 40 2.7 I 25.2 (360) Pendent 40 2.7 r ' k 2016 Edition ... .. ATTACHMENT#8 ALARM/MONITORING FIRE PROTECTION AND LIFE SAFETY SYSTEMS [F) 903.3.7 Fire department connections. Fire depart- ment connections for automatic sprinkler systems shall be installed in accordance with Section 912. [F) 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 NFP A 13 as Light Hazard or Ordi- nary Hazard Group 1 shall be permitted to be protected by limited area sprinkler systems. 903.3.8.3 Piping arrangement. Where a limited area sprinkler system is installed in a building with an auto- matic wet standpipe system, sprinklers shall be sup- plied by the standpipe system. Where a limited area sprinkler system is installed in a building without an automatic wet standpipe system, water shall be 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 NFP 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: I. Buildings where the floor level of the highest story is located more than 30 feet above the lowest level 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 waterflow detection assemblies shall not be required. [F] 903.4 Sprinkler system supervision and alarms. Valves · c,ontro1ling tfie water supply for .automatic sprinkler systems, pumps, tanks, water levels and temperatures, crjtical air pres• sures and waterfiow switches on ~ll sprinkler systems shall be " electrically·supervised by a listed fire alann control unit. Exceptions: 328 L Automatic sprinkler systems protecting one-and two-family dwellings. ~ ~ 2. Limit;d aiea sprinkler syste;s in a7cordance with Section 903.3.8. . ' ·' , 3. Automatic sprinkler systems installed in accordance with NFP A 13R -where a common 'supply main is used to supply both domestic water and the auto• matic sprinkler system, and a separate shutoff valve for the automatic sprinkler system is not provided. 4. Jockey pump control valves that are sealed or locked in the open position. 5. Control valves to commercial kitchen hoods, paint spray booths or dip tanks that are sealed or locked in the open position. 6. Valves controlling the fuel supply to fire 'pump engines that are sealed or locked in the open posi• ti.on. 7. Trim valves to pressure switches in dry, preaction and deluge sprinkler systems'' that are sealed or locked in the open position. [F) .903.4.1 Monitoring. Alarm, supervisory and trouble signals shall be distinctly ditl'erent and shall be automati- cally transmitted to an approved supervising $tation or, where approved by the fire code official, shall soWld an audible signal at a constantly attended location. , Exceptions: 1. Undergrqund key or hub valve_s in roadway boxes pt9vided by the municipality or public utility are not required to be moni.tored. '" 2. Backflow prevention device test valves locat~d in limited area spr.illkler system supply piping shall be locked in the open position. In. occupancies required to be equipped with a fire alann system, the backflow preventer valves shalt be electri- cally supervised by a tampec switch installed in accordance with NFP A 72 and separately annun- ciated. [F] 903.4.2 Alarms. 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 waterfl.ow alarm devices shall be a,ctivated by water flow equivale!lt to the flow of a single sprinkler'hf the smallest orifice size installed in tlie system. Whete a 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 reqyired ex<;ep],;!,!!~ required by Section 997'. " [F) 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 7 5 feet above the I owest level of fire department vehicle access. (F] 903.5 Testing and maintenance. Sprinkler systems shall be tested and maintained in accordance with the California Fire Code. 2019 CALIFORNIA BUILDING CODE IOOS047l0 HH11mt4111HM■K•l•JIK•m:1MII Copyright C 2019 ICC. ALL RIGHTS RESERVED Accessed by Ellh: KlauWruckncr (clr.i'klambruck.ner.com), ( ) Ordcr Number 1100804710 on D« 16, 2ou1 0~:09 PM (PST) puuuant to License Agtem'lent wi1h ICC. No further reproduc1ion. no fur1htt reproductions by an)' 1hlrd party, or di51rlhutlon authoriud Single user only. copying and nt'tworking prohibited. ANY UNALITIIORJZED REJ>H.ODUCTION OR DISTIUfHfTION IS A VIOLATION OFTIIE FEDERAL COPYRIGIIT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL ANI) CRIMINAL PENALTIES THERE.UNDER. ATTACHMENT #9 BIBLDING ACCESS ROADS & DOORS HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF (See Sectlon1 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 Smoke and Maxlmumplle permlsalble Maximum (see Sections 3206.2 and system 1ystem •-doon heat removal dimension< storage pllevolume 3206.3) (see Section (see Section (HeSectlon (see Sectlon (feet) height" (cubic feet) 3206.4) 3206.5) 3206.7) 3206.8) (feet) 0-500 Not Not Nit Not Not Not Not Required• Required Requ U"ed Required Required Required Required 501-2,500 Not Yes' Nit Not 120 40 100,000 Required' Reqt 1red Required 2,501-12,000 Yes Not Nit Not 120 40 400,000 Open to the public Required Req~ u-ed Required 2,501-12,000 Not Nit Not I-IV Not open to the public Yes Required Requ 1red• Required 120 40 400,000 (Option I) 2,501-12,000 Not Not open to the public Required' Yes Yt s Yesh., 120 30• 200,000 (Option 2) 12,001-500,000 Yes Not Yt s Yesh.• 120 40 400,000 Required Greater than Yes Not Yt s Yesh.• 120 40 400,000 500,000 Required 0-500 Not Not N, t Not 60 Not Not Required' Required Requ 1red' Required Required Required 501-2,500 Yes Not N, t Not 60 30 75,000 Open to the public Required Requ 1red' Required 501-2,500 Not N t Not Not open to the public Yes Required Requ ired' Required 60 30 75,000 High (Option I) hazard 501-2,500 Not open to the public Not Yes1 y, s Yesh., 60 20 50,000 (Option 2) Required' 'H Not I< 2,501-300,000 VP~ ... Yes Yesh., 60 30 75,000 !"---,--- Greater than 300,000' Yes Not Yes Yesh., 60 30 75,000 Required For SI: I foot = 304.8 mm, 1 cubic foot= 0.02832 m1, I 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 storage in excess of the height indicated, special fire protection shall be provided in accordance with Note fwbere 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, 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 with an exit access tral'el distance of 250 feet (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)"' 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. 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 100804710 Copynsh101019 lCC ALL R.IGIITS RE.SERVED ACtt'ucd by ElUt Kbusbru.:-kntt IMkJ1uJbrtKknn com). I } Ordn Numbn •10080010 on Dec 16. 2019 Ol 09 PM (PST) punuun 10 UcmK Agrmnm1 with ICC. No !wthn rq-roductlon, no furthn h'J)roduclions by 1ny d\lrd r1.rty, or dutrlbudon 1uthoril.t'd /ilngk Uffl' only, topyln1 and network.In& rrohlbattd ANY UNAlfTHOR.IZED REPRODUCTION OR OISTRIBlITION IS A VIOLATION OFTIIE FElJf.RALC.OPYRIGIIT ACT AN!)TIIE I,!Cf.NSE AGRE£MENT. ANl)SUHJF.CTTO CI\IIL ANO CRIMINAL PP.NALTIESTIIERf.UNDEll. " - 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. I through 3206.3.2.1. 3206.3.1 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: I. 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 3206.10.1 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: l. High-piled storage areas separated by fire barriers with a minimum fire-resistance-rating of I 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 I through IV 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 Section 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. 3206.4.1.1 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 jnstalled because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the f'rre ·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 waHs 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 cortditions 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 t;han J 50 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 903.3.1.1. 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: FIRE DEPARTMENT ACCESS DOOR DONOTBLOCK 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/, inch (10 mm). 3206. 7.S Number of doors required The required fire department access doors shall be distributed such that the Jineal 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 10080-4710 ll~lll'f~f 11( )~J;JII( ] ] II( }IJ~ [II f I Copyrlgh102019 ICC ALL RIGI-ITS RESERVED Accessed by Ellie Kl11ubruduwrkkfi'iklii1usbruckner comJ,( ) ()rdcr Number 1J0080◄?IO on Dec 16, 2019ol.09 PM (PST) pursuant 10 Uccn~ Agri."Cml'TU wnh ; i I ! 111 ICC No fwthcr 1cp1oducllon, no further rq,roductlons by any third pu1y. or dutnbutlon authorized. Single lllit'I" only, copying and nc1working prohlblh:d ANY UNAVTIIORIZEO REPRODUCTION OR DISTRJ8VTION IS A VIOLATION OF THE FEDERAL COPYR!GIIT ACT ANO TIIE LICENSE AGREEMENT. AND SUBJEGJ' TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. HIGH-PILED COMBUSTIBLE STORAGE 3206.7.6 Door sjze and type'. Fire department access/ doors shall be not lessthari 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 ftre 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 l(ey 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 I 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. l 0.1 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.l and 3206.10.1.2. Exceptions: l. 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. Aisles 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. 3206.10.3 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 I-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with 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 100804710 452 Copyright~ 2019 ICC. ALL RIGHT~ RfSERVED Accu~d by FJlit KliiiuJbruckner {ck@lld:.iusbruckncr com), ( .) Ord~-r Nwnb\T •100804710 on D« 16, J:019 03 09 PM (PST) puuu1nl 10 Uct"mc Agrttmmt with ICC. No lwthcr reproduction. no further rq,roduc1ions b)' any 1hird pu1y, or d!Jtribution 1mhoriud Single us ... ,-only, copylns and n~\lo~rlting prohlbl1~'<L ANY UNAITTIIORIZED REPRODUCTJON OR DISTRIBITTJON IS A V!OLATlf>N OF THE FEDERAL CO?YRIGIIT ACT ANO THE LICENSE AGREEMENT. AND SUBJECf TO CIVIL AND CRIMINAL PENALTIES TIIEREUNDER. Part Ill-Building and Equipment Design Features CHAPTER 5 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 SECTION 503 FIRE APPARATUS ACCESS ROADS . .,. ~ 503.1 Where required. Fire appar~access roads shall be provided and maintained in accordance with. Sections 503. 1. 1 thtough 5o3. u. · 503,1.1 Buildings and facilities. Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet(45 720 nun) of all por- tions of the facility and all portions of the exterior walls of the .fi,st story of the building as measured by an approved route around the exterior of the building or facility. Exceptions: 1. The fire code official is authorized to increase the dimension of 150 feet (45 720 mm) where any of the following conditions occur: 1.1. The building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3. I.2 or 903.3.1.3. 1.2. Fire apparatus access roads cannot be installed beca\lSe of location on property, topography, waterways, nonnegotiable grades or other similar conditions, and an approved alternative means of fire protec- tion is provided. 1.3. Th.ere are not more than two Group R-3 or Group U occupancies. 2. Where approved by the .fire code official, fire apparatus access roads shall be permitted to be exempted or modified for solar photovoltaic power generation facilities. 107 100804710 11~111•1~~ II[ )~( ~-1( ] ) :a:: I( } I J ~ [ M 11 Copyright O 2019 ICC. ALL RIG I ITS RESERVED. Acceslt'd by Elllt' Klaushruckner (t'k.,k.laulbruckncr.com), ( ) Order Number ,1001104110 on Dec 16, 20110~.09 PM (PST) puuu;i,nt 10 Lict'n~ Agrc.:mmt with L f I ! 111 . ICC. No further rq,rod11C1ion, no further rq,roducuonsby any 1hirJ pirty, or distribu111m au1horlt.:d. Slnglt' Uk'f only. copying and nl."tworking proh1bit.:d. ANY UNAlrTIIORJZED REPRODUCTION OR DISTRIBlfflON IS A VIOLATION OF THE FEDERAL COl'YR!GHT AGJ' ANO Tllf LICENSE AGREEMENT, AND SUB)ECJ' TO CIVIL AND CRIMINAL PENALTIES TIIEREUNDER. FIRE SERVICE FEATURES ' 503.1,2 Additional access. The fire code'official is autho• rized to require more than one fire apparatus access r9ad based on the potential for impainnent of a single road by vehicle congestion, condition of terrain, climatic condi- tions or other factors that could limit access. 503.1.3 High-piled st9rage. ,Fire department vehicle access to buildings used for high-piled combustible stor· age shall comply with the applicable provisions of Chapter 32, 503.2 Specifications. Fire apparatus access roads shall be installed and an:aQged in accordance with Sections 503.2.1 Qµ-ou~ 503.2.8. _ {California Code of Regulations, Title 19, Division 1, §3.0S(a)] Fire Department Access and Egress. (Roads) (a) Roads. Required access roadsfi'om every building to a public street shall be all-weather hard-surfaced (suitable for use by fire apparatus) right-of-way not less than 20 feet in width. Such right-of-way shall be unobstructed and maintained only as access to the public street. Exception: The enforcing agency may waive or modify this requirement if in his opinion such all-weather hard-surfaced condition is not necessary in the interest ofp1£~[ic ~p[ety a,:id we/far'1, ,_ __ 503.2.1 •·· Dimensions. Fire apparatus access roads shall have an unobstructed width of not less than 20 feet ( 6096 mm), exclusive of shouldets, except fo,r approved security gates in accordance with Section 503 .6, and an unob- structed vertical clearance of not less than 13 feet 6 inehes (4H5mm). 503.2.2 Authority. Toe fire code official shalt have the authority to require or permit modifications to the required access widths where they ate inadequate for fire or rescue ope,:ations or where necessary to meet the public safety objectives of thejurisdiction. 503.2.3 Surface .. Fire apparatus access roads shall be designed and maintained to support the imposed l9ads of · fire apparatus ant.I shall be surfacecl so as to provide all- W\!ather driving capabilities. 503~.4 Turning radius. The required turning radius of a · fire apparatus access road sbalt be determined by the fu-e code official. . ) ~--~ .,, ·';:-. . ~ 503.2.5 Dead ends. Dead•end fire apparatus access roads . in excess of 150 feet (45 720 mm) in length shall be pro• vided with an approved area for turning.around fire appa• ratus. ·'· ~· '' 503.2.6 Bridges and elevated surfaces. Where a bridge or an elevated surface is part of a fire apparatus access ' road, the bridge .. shall be constructed and maintained in accordance with AASHTO HB-17. Bridges and el.evated surfaces shall be designed for a live load sufficient to carry the imposed loads of fire apparatus. Vehicle load limits shall be J?OSted at both entrances to bridges where reqt1ired by the fire code official. Where elevated surfaces designed for emergency vehicle use are adjacent to surfaces that are not designed· for such use, approved barriers, approved signs or both shall be installed and maintained where reqwed by the fire code official. 108 ~ ..:~ -~ > ~:. .·c--$f 503.2;7 Grade. The grade of the fire apparat\lS access road shall be within the limits established by -the fu~ code ot:fi• ,cial based on.the fire department's apparatus. 503.Z.8 ~es of approach and departure. The angles .·· of approach and departure for fll'C apparatus access roads ,. shall be within the limits established by the fire code offi- cial based ori tb,e lire department's apparatus. 503.3 Marking. Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING-FIRE LANE shall be provided for flee apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by ""11ich fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when neces- sary to provide adequate visibility. ,::· 503.4 Obstruction of fire · apparatus access roads. Fire 'apparatus access roads shall not be obstructed in any manner, including the parking of vehicles. The mihimum widths and clearances established in ,Sections 503.2.1 and 503.2.2 shall ,~ be maintained at all times. • 503.4.1 Traffic calming devices. Traffic calming devices · shall be prop.ibited unless approved by the fire code offi· cial; « .~ . _,.. . . .. ,:;, f& 503.5 Required gates or bat.rricades. 'lpe fire code official is authorized to require the installation and maintenance of gates or other approved barricades across fire apparatus access roads, trails or other accessways, not including public streets, alleys or highways. Electlic gate operators, where provided, shall be listed in accordance with UL 325. Gates iptended for automatic operation shall be designed, con• structed and installed to comply with the requirements of ASTMF2200. ·1 503.5.1 &:cured gates and barricades. Where required, gates and barricades shall be secured in an approved man- ner. Roads, trails and other accessways that have been closed and obstructed in the manner prescribed by Section 503.5 shall not be trespassed on or used unless authorized by the Qwner and the fire code official. • · Exception'! The restriction on use shall not apply to public officers acting within,,the scope of duty. 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 (I 5 240 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 100804710 INTERNATIONAL CODE COUNCIL: Copyrlghl C 2019 ICC. ALL RIGIITS RESERVED Accessed liy Ellie K.l.tusbruckncr lek@ldaulhruckncr com), ( -) Ordcr Numhl'I' 1100804710 on Dtt 16, l019 0U9 PM (PST) pursuant IQ License A~ttmcn! wi1h ICC. No further rcproduc11on, no further r,'Producllon, by any 1hird ru1y. or distribution :rn1hori2Cd. Sin git' Uk"T only. copytng and nclworking rrohiblted. ANY UNAlITIIORIZED REPRODUC:J'JON OR DlSTRlblITION IS A VIOLATION OFTIIE FEDERAL COPYRIGHT ACT ANO THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL ANO CRIMINAL PEN.ALTIESTIIERF.UNDER, provision for the erection of gates in such fences or walls. The gates shall be of sufficient size to permit the entrance of the ambulances, police equipment and fire-fighting apparatus used by the law enforcement and fire-protection agencies. There shall be no less than one such access gate and there shall be as many such gates as needed to assure access to all major buildings and ground areas. If such gates are to be equipped with locks, the locking devices shall be designed to permit ready entrance by the use of the chain or bolt-cut- ting devices with which the local law enforcement and fire-protection agencies may be equippe_<f. 503.6 Securi~ gates. The installation of security gates across a fire apparatus access road shall be approved by the fire code official. Where security gates are installed, they shall have an approved means of emergency operation. The ,security gates and the emergency operation shall be maintained operational at all times. Electric gate operators, where provided, shall be ljsted in accordance with UL 325. Gates intended for auto- matic operation shall be designed, constructed an4 installed I to compl)'. with the requirements of ASTM F2200. SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS 504.1 Required access. Exterior doors and openings required by this code or the California Building Code shall be main- tained readily accessible for emergency access by the fire department. An approved access walkway leading from fire apparatus access roads to exterior openings shall be provided where required by the fire code official. [California Code of Regulations, Title 19, Division 1, §3.05(b)J Fire Department Access and Egress. (Roofs) (b) Roofs. No person shall install or maintain any security barrier such as barbed wire fencing, razor wire fencing, chain link fencing, or any other fencing material, cable, aerial, antenna, or other obstruction on the roof of any com- mercial establishment in such a manner as to obstruct or ren- der egress or access hazardous in the event of fire or other emergency. Exception: Guy wire, rods and aerial antenna masts may be attached to a roof structure having a slope of less than 30 degrees provided there is full clearance of seven feet or more between the roof and said obstruction. Guy wire or rods required to support aerial or antenna masts may be attached to a roof structure a lateral distance from the mast not in excess of one-sixth the height of the mast. 504.2 Maintenance of exterior doors and openings. Exte- rior doors and their function shall not be eliminated without prior approval. Exterior doors that have been rendered non- functional and that retain a functional door exterior appear- ance shall have a sign affixed to the exterior side of the door with the words THIS DOOR BLOCKED. The sign shall con- sist ofletters having a principal stroke ofnot less than 3/4 inch (19.1 mm) wide and not less than 6 inches (152 mm) high on a contrasting background. Required fire department access doors shall not be obstructed or eliminated. Exit and exit 2019 CALIFORNIA FIRE CODE FIRE SERVICE FEATURES access doors shall comply with Chapter 10. Access doors for high-piled combustible storage shall comply with Section 3206.7. 504.3 Stainvay access to roof. New buildings four or more stories above grade plane, except those with a roof slope greater than four units vertical in 12 units horizontal (33.3- percent slope), shall be provided with a stairway to the roof. Staitway access to the roof shall be in accordance with Sec- tion 10 I 1.12. Such stairway shall be marked at street and floor levels with a sign indicating that the stairway continues to the roof. Where roofs are used for roof gardens or for other purposes, stairways shall be provided as required for such occupancy classification. 504.4 Roof access. No person shall install or maintain any security barrier such as barbed wire fencing, razor wire fenc- ing, chain link fencing, or any other fencing material, cable, aerial, antenna, or other obstruction on the roof of any com- mercial establishment in such a manner as to obstruct or ren- der egress or access hazardous in the event of fire or other emergency. Exception: Guy wire, rods and aerial antenna masts may be attached to a roof structure having a slope of less than 30 degrees provided there is full clearance of 7 feet or more between the roof and said obstruction. Guy wire or rods required to support aerial or antenna masts may be attached to a roof structure a lateral distance from the mast not in excess of one-sixth the height of the mast. SECTION 505 PREMISES IDENTIFICATION 505.1 Address identification. New and existing buildings shall be provided with approved address identification. The address identification shalJ be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shalJ be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not Jess than 4 inches (102 mm) high with a minimum stroke width of 1/2 inch (12.7 mm). Where required by the fire code official, address identification shall be pro- vided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the struc- ture. Address identification shall be maintained. 505.2 Street or road signs. Streets and roads shall be identi- fied with approved signs. Temporary signs shall be installed at each street intersection when construction of new road- ways allows passage by vehicles. Signs shall be of an approved size, weather resistant and be maintained until replaced by permanent signs. SECTION 506 KEY BOXES 506.1 Where required. Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting 109 100804710 C:Opyright O 2019 ICC. ALL RIGHTS RESERVED. AcccH<'.'d by Ellie Klaumruckncr (tk@'klau,bruc:kn..-r.com), ( ) Order Nwnlx:t •100804710 on D~'C 16, 2019 0l.09 PM (PST) ruuuant to LlcC'nJC' Apecmcn1 with ICC. No further fL'Producclon. no furth,:r rcprodoo1ons by any third patly, or d1nrlbutlon authorh:cd Single user only, capying anJ n.:tworking prnhlhitcd ANY UNAlfTIIOR.!ZED Rf PRODUCTION OR DISTRIKUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND TIIE LICENSE AGREEMENT, AND SUffJECT TO CIVIL AND CRIMINAL PENALTJE) THEREUNDER. C I r I 0---? -1...11.,-----e,-t~-n ~ ' ~ O] I ~~. 0 liflMR l~ I q :i:i ' l l l 0-1 ~ 1 fl ~~"--;.t.i;;JAC!'lwJr:tv.,,iT --p.:5·1M:,o.,<,J-- 1 ' I I 7 1..!J. D ]fl 017 ~ SYMBOL LEGEND: Eri31 8', 1 c:;• coNTAINER : j OPTIONAL 7 x 7 CONTAINER t:::::1 OPTIONAL 8' x 12' CONTAINER NOTE: 12' MINIMUM BETWEEN CONTAINERS. I SG'-0' 52'-0' 52'-0' 52'-0' r 0 ---/i :i:: , I '-i ~-s 1 1b.,____.~ ~L.., -0 ~ """""" OU~>TOltK-t- ~ ~ .., ... ~ 7 ;1 6' "'' ~-c,I "' CONCEPT PLAN SCALE: I' = 20-0' PACIFIC VISTA COMMERCE CENTER 281 0 W111PTAIL LOOP W. 'BUILDING A' CARLSBAID. CA 920 I 0 PROPOSED TENANT SUITE -,:31 ,500 SF PODS BRANDED CONTAINERS -INDOOR © ( I I I) CONTAINERS ON GRAIDE x 3 HIGH -333 TOTAL 3GG TOTAL INDOOR CONTAINERS (30) OUTDOOR CONTAINERS ON GRAIDE , 2 HIGH -GO TOT AL 393 TOTAL INDOOR t OUTDCXJR CONTAINERS PAO.ECTMNEflOCATOt PROPOSED CONCEPT Pl.AN FOR PODS ENTERPRISES, LLC 2810 WHIPTAll LOOP CARLSBAD, CA 92010 N1011"ECf: __ ENT A."Ofrr-CM,IJ. WJ.J,IJC.Jl<TI'I<, Pl.LC 687 OLD WIUElS PATH 1-WJPPAUGE • NEW YORK• 11788 831.793.9684 ...... bc@l,Nl.mm nts CONC8'TIW. ClE.YiN IS BASED UPCll A PRB..M1NARY REVIEW CF amn.aENT REQlJIEt,ElTS NfJ ON LtMRFED NfJ POSSlll Y NXl,F\.fTESITt:AHOQl9.JtDtiGN"'ClAMATI0H. N4/JISINT9IJED IID:ELYTOASSISTlfEllPl.CIIN3 HOWTlE PROECT MQiT IE OEVa.OPeD. PRSNtWn'DRAwtlilG-P3 20Z1.o8.11 PREL.NtWn'DAAWIHG·P2 2011.oe.11 f'flElMWn'DRAw.NG·P1 20Z1.D5.20 REVISION: DATE: ""' DIIAWl«l1TT\.E: CONCEPT Pl.AN -1-~ ""~~ =~ A1 PAO.ECTNO.: ,,.,. ATTACHMENT #10 SMOKE AND HEAT REMOVAL 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 Smokeaod Maximum pile permlaalble Maximum (see Sections 3206.2 and system heat rlfl'IOVal 3206.3) system access doors dimension< storage pile volume (see Section (see Section ( see Section <•ee Section (feet) height• (cubic feet) 3206.4) 3206.6) 3206.7) 3206.8) (feet) 0-500 Not Not Not 1' ot Not Not Not Required' Required Required Req ilied Required Required Required 501-2,500 Not Yes8 Not 1' ot 120 40 100,000 Required' Required Req µred 2,501-12,000 Yes Not Not H>t 120 40 400,000 Open to the public Required Required Req ilied 2,501-12,000 Not Not 1'~t I-IV Not open to the public Yes Required Required' Req ilied 120 40 400,000 (Option 1) 2,501-12,000 Not Not open to the public Required' Yes Yes Yi Sh.I 120 30' 200,000 (Option 2) 12,001-500,000 Yes Not Yes Yi sh.• 120 40 400,000 Required Greater than Yes Not Yes Yi Sh., 120 40 400,000 500,000 Required 0-500 Not Not Not H>t 60 Not Not Required' Required Required' Req llired Required Required ~, 501-2,500 Yes Not Not :t-~t 60 30 75,000 Open to the public Required Required' Req llired 501-2,500 Not Not l'i~t Not open to the public Yes Required Required' Req llired 60 30 75,000 fligh (Option 1) hazard 501-2,500 Not open to the public Not Yes' Yes Yi Sh,1 60 20 50,000 (()ption 2)_ Required' ~, " 2,501-300,000 . Not ~ Yer/'J w Required ,.,, .... 60 30 75,000 Greater than 300,00<1 Yes Not Yes Yesh.; 60 30 75,000 Required For SI: I foot = 304.8 mm, I cubic foot = 0.02832 m', 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 f where 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, 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. b. Not required where storage areas wi'tli an exit acce~vraveldistanpe,.oLi5.QJ.e.rl flA2Q0dJ.mj) o,:..lsM,,.are protected by eitlier early suppressfon fast response (ESFR) sprinkler systems or control mode special application sprinkle~ with a response time ind~ of 50 (m. • s)l'i or less that ru:e listed to control a fire in the I stored commodities with 12 or fewer sprinklers, installed in accordance with Sectio11 903.3. J .1. i. Not required in frozen food warehouses used solely for storage of Class I and TI commodities where protected by an approved automatic sprinkler system. 450 2019 CALIFORNIA FIRE CODE 100804710 H~111;Ut41111mA1ij1J1Jfij1m:lHI• Copynghl o 20111 ICC. ALL RlGlln ~ERVEO Acct~ by EIUt KlausbruckJ\cr (ckeklausbrucknc-r.com), ( ) Ordtr Numb..'J, 10080◄110 on Dec l&. 20111 Ol.09 PM (PST) rursu,mt 10 Urc.-nsc AJ:rttment with ICC. No funhi..'J rl.'rroducuon, no furlht.-r n-r1oduc1ions by any third ruty, or d1uribution 11uthorized. Slnglt usi,.,-only, copying and ne1wurk.inJ,l prohibited. ANY UNAl!J'HORIZED REPRODUCTION OR DISTRl8lfflON IS A VIOLATION OFTIIE FEDERAL COPYRIGIIT ACT ANDTIIE LICENSE AGREEMENT, AND SUHJECTTOCIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION AND LIFE SAFETY SYSTEMS sured between the hoistway and a dwelling unit or sleeping unit. 2. Where an elevator opens into a lobby enclosed in accordance with Section 3007.6 or 3008.6 of the California Building Code, the pressure differen- tial is permitted to be measured between the hoistway and the space immediately outside the door(s) from the floor to the enclosed lobby. 3. The pressure differential is permitted to be mea- sured relative to the outdoor atmosphere on floors other than the following: 3.1. The fire floor. 3.2. The two floors immediately below the fire floor. 3.3. The floor immediately above the fire floor. 4. The minimum positive pressure of 0.10 inch of water (25 Pa) and a maximum positive pressure of 0.25 inch of water (67 Pa) with respect to occupied floors is not required at the floor of recall with the doors open. [BF] 909.21.1.1 Use of ventilation systems. Ventila- tion systems, other than hoistway supply air systems, are permitted to be used to exhaust air from adjacent spaces on the fire floor, two floors immediately below and one floor immediately above the fire floor to the building's exterior where necessary to maintain posi- tive pressure relationships as required in Section 909.21.1 during operation of the elevator shaft pressur- ization system. [BF) 909.21.2 Rational analysis. A rational analysis com- plying with Section 909.4 shall be submitted with the con- struction documents. [BF] 909.21.3 Ducts for system. Any duct system that is part of the pressurization system shall be protected with the same fire-resistance rating as required for the elevator shaft enclosure. [BF] 909.21.4 Fan system. The fan system provided for the pressurization system shall be as required by Sections 909.21.4.1 through 909.21.4.4. 210 [BF] 909.21.4.1 Fire resistance. Where located within the building, the fan system that provides the pressur- ization shall be protected with the same fire-resistance rating required for the elevator shaft enclosure. [BF] 909.21.4.2 Smoke detection. The fan system shall be equipped with a smoke detector that will auto- matically shut down the fan system when smoke is detected within the system. [BF) 909.21.4.3 Separate systems. A separate fan sys- tem shall be used for each elevator hoistway. [BF) 909.21.4.4 Fan capacity. The supply fan shall be either adjustable with a capacity of not less than 1,000 cfm (0.4719 m3/s) per door, or that specified by a regis- tered design professional to meet the requirements of a designed pressurization system. [BF) 909.21.5 Standby power. The pressurization system shall be provided with standby power in accordance with Section 1203. [BF] 909.21.6 Activation of pressurization system. The elevator pressurization system shall be activated upon acti- vation of either the building fire alarm system or the eleva- tor lobby smoke detectors. Where both a building fire alarm system and elevator lobby smoke detectors are pres- ent, each shall be independently capable of activating the pressurization system. [BF] 909.21.7 Testing. Testing for performance shall be required in accordance with Section 909.18.8. System acceptance shall be in accordance with Section 909.19. [BF] 909.21.8 Marking and identification. Detection and control systems shall be marked in accordance with Section 909.14. [BF] 909.21.9 Control diagrams. Control diagrams shall be provided in accordance with Section 909.15. [BF] 909.21.10 Control panel. A control panel comply- ing with Section 909.16 shall be provided. [BF) 909.21.11 System response time. Hoistway pressur- ization systems shall comply with the requirements for smoke control system response time in Section 909 .17. SECTION 910 SMOKE AND HEAT REMOVAL 910.1 General. Where required by this code, smoke and heat vents or mechanical smoke removal systems shall conform to the requirements of this section. 910.2 Where required. Smoke and heat vents or a mechani- cal smoke removal system shall be installed as required by Sections 910.2.1 and 910.2.2. Exceptions: I. Frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system. 2. Smoke and heat removal shall not be required in areas of buildings equipped with early suppression fast-response (ESFR) sprinklers. 3. Smoke and heat removal shall not be required in areas of buildings equipped with control mode special application sprinklers with a response time index of 50 (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 w ith Section 910.4 shall be installed in buildings and portions thereof used as a Group F-1 or S-1 occupancy having more than 50,000 square feet ( 4645 m2) of undivided area. In occupied por- tions of a building equipped throughout with an automatic sprinkler system in accordance with Section 903 .3 .1.1, where the upper surface of the story is not a roof assembly, a mechanical smoke removal system in accordance with Section 910.4 shall be installed. 2019 CALIFORNIA FIRE CODE IOOH0-4710 f'..opyri11h1 0 W19 IC.C ALL RIGHTS Rf.SERVED, Acces"°d by Elllr K.la1.11hr1.1cknrr (cklilklau5br1.1ckncr.com), ( ) Order Number ,10080.t?I0 on Dec 16, 10l9 0!09 PM (PST) pursuanl 10 Llctnst Agre,inml with ICC No for1hcr rq,roduction, no further rq-roduction, by 1my third rar1y, or diurlbu1ion authorittd Sln~lc ufrt only, copyln~ and nt1work1n~ rroh1bi1ed ANY UNAlJTHORIZEI> REPRODUCTION OR DISTRIBITTION IS A VIOLATION OF THE FEDERALCOPYRJGIIT ACT ANDTIIELICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL rENALTIESTHEREUNDEll ATTACIDvIBNT # 11 PORTABLE FIRE EXTINGUISHERS 11 t FIRE PROTECTION AND LIFE SAFETY SYSTEMS 905.6.1 Protection. Risers and laterals of Class III stand- pipe systems shall be protected as required for Class I sys- tems in accordance with Section 905.4.1. 905.6.2 Interconnection. In buildings where more than one Class III standpipe is provided, the standpipes shall be interconnected in accordance with NFPA 14. 905.7 Cabinets. Cabinets containing fire-fighting equipment, such as standpipes, fire hose, fire extinguishers or fire depart- ment valves, shall not be blocked from use or obscured from view. 905.7.1 Cabinet equipment identification. Cabinets shall be identified in an approved manner by a permanently attached sign with letters not less than 2 inches (51 mm) high in a color that contrasts with the background color, indicating the equipment contained therein. Exceptions: 1. Doors not large enough to accommodate a writ- ten sign shall be marked with a permanently attached pictogram of the equipment contained therein. 2. Doors that have either an approved visual identi- fication clear glass panel or a complete glass door panel are not required to be marked. 905.7.2 Locking cabinet doors. Cabinets shall be unlocked. Exceptions: 1. Visual identification panels of glass or other approved transparent frangible material that is easily broken and allows access. 2. Approved locking arrangements. 3. Group 1-3 occupancies 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: 1. Valves to underground key or hub valves in road- way boxes provided by the municipality or public utility do not require supervision. 2. Valves locked in the normal position and inspected as provided in th.is 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 13. 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. SECTION 906 PORTABLE FIRE EXTINGUISHERS 906.1 Where required. Portable fire extinguishers shall be installed in all of the fo II owing locations: 1. In new and existing Group A, B, E, F, H, I, L, M, R-1, &2, R-2.1, R-2.2, R-3.1, R-4 and S occupancies. 11 Exception: In Group R-2 occupancies, portable fire extinguishers shall be required only in locations specified in Items 2 through 6 where each dwelling unit is provided with a portable fire extinguisher having a minimum rating of l-A:10-B:C. 2. With.in 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 :,. 5. Where required by the sections indicated in Table 906.1. 6. Special-hazard areas, including but not limited to labo- 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-B:C rating. 8. Where required by California Code of Regulations, Title 19, Division 1. 9. Within 30 feet (9144 mm) of domestic cooking equip- ment located in a Group 1-2. {California Code of Regulations, Title 19, Division 1, §3.29(a) through (d)J Portable Fire Extinguishing Eq11ip- ment. (a) General. Portable fire extinguishers conforming to the requirements of California Code of Regulations, Title 19, Division 1, 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/or any other hazard, as determined by the enforcing agency. (c) Group A Occupancies. (1) One additional Class 2-A unit shall be provided in Group A Occupancies as follows: (A) On each side of the stage or platform. Exception: Platforms 1000 square feet or less in area need have only one such extinguishing unit. (B) On each side of every fly gallery. (C) In basements beneath the stage or platform. 2019 CALIFORNIA FIRE CODE 1008<M710 Copyright O 2019 ICC ALL RJGIITS RESERVED t\cccucd by Ellk Klau6hrt>ek.nt->r (tktl'k.lau&bruckn~'f.com), ( ) Order Numh,cr •1001104710 on Dec 16, l019 O'.' 09 PM (I~) puuuanl 10 Uctrue Agret:mcnt with lCC. No fu,1hcT rtprodue1lon, no furth~-r n1,rodu..1lon1 by iO) Lhird rany, or distribution 1u1homcd. Smgle uscr only. ~op)'ing and networking prohibl11:d ANY UNAlfTHORIZED REPRODUCTION OR DISTIU8lJTION IS A VIOLATION OF THE rEDERALCOPYRIGIIT ACT AND THE LICENSE AGR.E.EMENT,AND SUllJEt.TTOCIVIL ANOGRJMINAL PENALTIESTIIEREUNllER. > (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 10-B:C unit (not less than 4-B:C for existing extinguishers in existing occupancies) shall be provided: (A) For each motor and fan room. (B) Adjacent 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-B: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-3.1 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 adjacent to manual fire alarm sending stations. [California Code of Regulations, Title 19, Division I, §565(a)J Selection of Fire Extinguishers. (a) The selection of extinguishers for a given situation shall 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 19, Division 1, Sections 567 through 573. "' 906.2 Ge-.eral requirements. Portable fire extinguishers shall be selected, installed and maintained in accordance with this section and California Code of Regulations, Title 19, Division 1, Chapt~r 3:. Exceptions: 1. The distance of travel to reach an extinguisher shall not apply to the spectator seating portions of Group A-5 occupancies. 2. Thirty-day inspections shall not be required for por- table fire extinguishers that are supervised by a FIRE 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 welding apparatus 2005.4 Aircraft fuel-servicing tank vehicles 2005.5 Aircraft hydrant fuel-servicing vehicles 2005.6 Aircraft fuel-dispensing stations 2007.7 Heliports and helistops 2108.4 Dry cleaning plants 2305.5 Motor fuel-dispensing facilities 23 10.6.4 Marine motor fuel-dispensing facilities 2311.6 Repair garages 2404.4.1 Spray-finishing operations 2405.4.2 Dip-tank operations 2406.4.2 Powder-coating areas 2804.3 Lumberyards/woodworking facilities 2808.8 Recycling facilities 2809.5 Exterior lumber storage 2903.5 Organic-coating areas 3006.3 Industrial ovens 3104.12 Tents and membrane structures 3206.10 High-piled stor;tge 3315.1 Buildings under construction or demolition 3317.3 Roofing operations 3408.2 Tire rebuilding/storage 3504.2.6 Welding and other hot work 3604.4 Marinas 3703.6 Combustible fibers 5703.2.1 Flammable and combustible liquids, general 5704.3.3.1 Indoor storage of flammable and combustible liquids 5704.3.7.5.2 Liquid storage rooms for flammable and combustible liquids 5705.4.9 Solvent distillation units 5706.2.7 Farms and construction sites-flammable and com- bustible liquids storage 5706.4.10.1 Bulk plants and terminals for flammable and com- bustible liquids 5706.5.4.5 Co=ercial, industrial, governmental or manufac- turing establishments-fuel dispensing 5706.6.4 Tank vehicles for flammable and combustible liquids 5906.5.7 Flammable solids 6108.2 LP-gas 2019 CALIFORNIA FIRE CODE 179 100804710 11]111 I( J~r:•1.:r ] ] 4'J }IJ' [al 11 Copyright O 2019 ICC. ALL RIGIITS RESERVED. Acc<'Sk·d by Ellie Klaushruckn1.'1' kk@kJaudm1Ckn1.'1'.com). I I Ordtt Number wl00804710 on Dec 16. 201!1 0:J.;09 PM {PST) puuuant 10 License Agrccment with l' u~, 41~;,.,,, 1.,, ,, ICC. No further rerrOOuctlon, no further rC'f)roduc1\on1 by any third r,1,rty, or di1tnbutlon authorlttd. Single u,~., only, copylns and ne,worklng prohibi1cd. ANY UNAl!fHOIUZED REPRODUCTION OR DISTRIBl!l'ION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT ANDTIJE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION AND LIFE SAFETY SYSTEMS (d) Travel distances for portable extinguishers shall not exceed 50 feet (15.25 m) as shown in California Code of Regulations, Title 19, Division 1, 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, §571(a)J Fire Extinguisher Size and Placement for Class C Hazards. (a) Fire extinguishers with Class C ratings shall be required where energized electrical equipment can be encountered which would require a nonconducting extin- guishing medium. This requirement includes situations where fire either directly involves or surrounds electrical equipment. Since the fire itself is a Class A or Class B haz- ard, the 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 soqn as possible-to prevent reigniting. 906.3.1 Class A fire hazards. The minimum sizes and, d.istrilfotion of portable fire extinguishers for occ4Pancies that involve primarily Class A fire hazards shall comply wjth '!'.able 9Q6..,3(11, TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS LIGHT ORDINARY EXTRA (Low) (Moderate) (High) HAZARD HAZARD HAZARD OCCUPANCY OCCUPANCY OCCUP>,Ncv; Minimum-rated 2-A' 2-A 4-A' single extinguisher ., Maximum floor area 3,000 1,500 1,000 per unit of A square feet square feet square feet Maximum floor area 11,250 11,250 11,250 for extinguisberb square feet square feet square feet Maximum distance of 75 feet 75 feet 75 feet travel to extinguisher For SI: I foot = 304.8 mm, I square foot = 0.0929 m2, I gallon= 3. 785 L. a. Two 2 '!,-gallon water-type extinguishers shall be deemed the equivalent of one 4-A rated extinguisher. b. California Code of Regula/ions, Tille 19, Division I, Chapter 3 concerning application of the maximum floor area criteria. c. Two water-type extinguishers each with a 1-A rating shall be deemed the equivalent of one 2-A rated extinguisher for Light (Low) Hazard Occupancies. 906.3.2 Class B fire hazards. Portable fire extinguishers for occupancies involving flammable or combustible liq- uids with depths Jess than or equal to 0.25 inch (6.4 r,nm) shall be $elected and placed in accordance wjth Table 906.3(2). Portable fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25•inch (6.4 mm) shall be selected and placed in '" accordance with California Code of Regulations, Title 19, Division 1, Chapter 3. 184 TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25 INCH• BASIC MINIMUM MAXIMUM DISTANCE TYPE OF HAZARD EXTINGUISHER OF TRAVEL TO RATING EXTINGUISHERS (feet) Light (Low) 5-B 30 10-B 50 Ordinary (Moderate) 10-B 30 20-B ,.,_. so Extra (High) 40-B 30 80-B 50 For SI: I inch= 25.4 mm, I foot = 304.8 mm. a. For requirements on water-soluble flammable liquids and alternative sizing criteria, see California Code of Regulations, Title 19, Division 1, Chapter 3. 906.3.3 Class C fire hazards. Portable fire extinguishers for Class C fire hazards shall be selected and placed on the basis of the anticipated Class A or B hazard. 906.3.4 Class D fire hazards. Portable fire extinguishers for occupancies involving combustible metals shall be selected and placed in accordance with California Code of Regulations, Title 19, Division 1, Chapter 3. 906.4 Cooking equipment fires. Fire extinguishers provided for the protection of cooking equipment shall be of an approved type compatible 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 Extinguislter 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 for commercial cooking areas as required by California Code of 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: 1. For up to four fryers having a maximum cooking medium capacity of 80 pounds (36.3 kg) each: one 2019 CALIFORNIA FIRE CODE 100804710 INTERNATIONAL CODE COUNClt Copyn11,ht O l019 ICC. ALL RIGHTS RESERVED. Acces,cd by Ellie Klausbrud:.ner(ek@'klausbruckner.com), ( ) Ord1.'f Numbt-r •100804110 on D1.'C 16, 2019 0].o, PM (PST) purn1an110 UcenJc Agr«mcnl with ICC. No funht-r reproduction, no hmhcr rcproduchon, by any 1hird p;iny. or dimibu1ion au1horizcd Sinp;lc user only, corylng and nt•1workin11 rroh1b11td. ANY UNAlJTHORIZED REPRODUCTION OR DISTRJBlJTION JS A VIOLATION OF THE FEDERAL C(WYR!GIIT ACT AND THE LICENSE AGREEMENT. ANO SU81ECT TO CIVIL AND CRIMINAL PENALTIES TIIEREUNDER. Class K portable fire extinguisher of a minimum 1.5-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. 906.5 Conspicuous location. Portable fire extinguishers shall be located in conspicuous locations where they will have ready access and be immediately availnble for use. the,e locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indi- cates the n,eed for placement away from. nonnal paths of travel. /California Code of Regulations, Title 19, Division 1, §567.5] Physical Damage Protection. Extinguishers installed under conditions where they are sub- ject to physical damage, (e.g., from impact, vibration, the environment) shall be adequately protected. 906.6 Unobstructed and unobscurfll Portable fire e£'tin- guishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be com- pletely avoided, means sh,all be provided to indfcate the loca- tions of extinguishers. 906.7 Hangers and brackets. Hnnd-held portable fire extin- guishers, not housed in cabinets, shall be installed . on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting swface in accordance with the manufacturer's installation instructions .. [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 specifically 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 1/1/eet 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). 94)6.8 Cabinets. Cabinets 'used to house portable fire extin-. . guishers shall not be locked. I Exceptions: 1. Where portable fire extinguishers subject to mali- cious use or damage are provided with a means of ready access. 2. In Group I-3 occupancies and in mental health areas in Group 1-2 occupancies, access to portable fire extingqishers shall be permitted to be locked or to be located in staff locations provided that the staff has keys. •· [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- vided with screened openings and drains., 906.9 Extinguisher instaUation. The installation of portable fire ex:tinguisbers shall be in accordance with Sections 906.9.1 through 906.9.3. 906.9.1 Extinguishers weighing 40 pounds or less. Por- table fire extinguishers having a gross weight not exceed- ing 40 pounds (18 kg) shall be installed so that their tops are not more than 5 feet (1524 mm) above the floor. · 906.9.2 Extinguishers weighing more than 40 pounds. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that their tops are not mo.re than 3.5 feet (1067 mm) above the floor. 1 906.9.3 Floor clearance. The clearance between the floor an4 th.e bottom of installed han4-held portable fire extin- guishers ~hall 6e not less than 4 incbes (102 nun). ,<; ; 906,10 Wheeled units. Wheeled fire extinguishers shall be conspicuously located in a designated location. SECTION 907 FIRE ALARM AND DETECTION SYSTEMS 907.1 General. This section covers the application, installa- tion, performance and maintenance of fire alarm systems and their components in new and existing buildings and struc- tures. The requirements of Section 907.2 are applicable to new buildings and structures. The requirements of Section 907.9 are applicable to existing buildings and structures. 185 100804710 Copyrip,hl O 2019 ICC. ALL RIGHTS Rf.SERVED Accessed by Ellie KlauJbruckner (ck~klaud,ruckncr com). ( ) Order Nuinlx'f •100804?10 on Dec 16. 2019 03:09 PM (PST) pu,suan1 to UcmK Agrecmml with JCC. No further rrpro<lue1lon, no further rq'roductlons by any third party. or distribution •uthoriud. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION OR DISTR!Bl!TION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL ANO CRIMINAL PENALTIES THEREUNDER. ATTACHJ\1ENT # 12 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 beat 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 I standpipe system shall be provided in accor- dance with Section 905. 3206.10 Aisles. Aisles ''providin'f access to exi!S and fire departJnent access doors shall be provided in high-piled stor· . age. areas exceeding 500 square feet ( 46 m2), in accordance with Sections 3206.10.l through 320f 10.3. Aisles separating ' storage piles or racks sliall comply with NFPA 13. Aisles shall comply with Chiipter 10. Exception: Where aisle11 are precluded by rack storage systems, alternate methods oCaccess 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 Exc~tions: 1. Aisles crossing rack structures or storage piles, 4 that are used only for employee access, shall be not less than 24 incbes (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 Sprlnklexed l>uildings. 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 i;quare feet (232 ml) in area~ that are ac~ssible to the public and designated to contain high-hazard commo4i- ties. Aisles shall be not less than 96 inches (2;438 mm) wide in areas open to the public where mechanical~ stocking methods a(e 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, sbair be ~ot less 1han 44 mches ( 1118 mm) wide. 2. Aisles that are in hign-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 bQildings shall be not less than 96 inches (2438 mm) wide. 3206.10.2 Clear height. The required aisle width shall extend from Ooor to c'eiling. Rack structural supports and catwalks are allowed to cross aisles at a minm:nim 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. 3206.10.3 Dead-end ables. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occ.upan- cies. Dead-end aisles .shall.not ~ceed 50 feet (15 240 mm) in, length in all other occupancies. ii 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 I-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a I-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 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 O>pyr!Ghl O 2019 ICC. ALL RIGHTS RESERVED Accc1.wd by Ellie-Kb.uibrudu1,·r kk@lrJausbruckncr.com). ( ) Otdcr Number 1100804710 on Dec 16. 2019 OM9 PM (PST) pursuant 10 Llcc-nic-Agrennmt with ICC. No funhcr rcproduc1ion. no further r,q,rodoc1lon1 by any 1nird party, or dutrlbution authorltcd Smgk Utt.,. only. copytngand nc1worklng prohibited, ANY UNAUTHORIZED REPRODUCTION OR r>ISTRIBlfflON IS A VIOLATION Oi:TIIE FEDER.Al. COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES TH ER.EUN DER. ATTACHMENT #13 HOUSEKEEPING AND 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 and 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 (5 1 mm) with a minimum stroke of3/8 inch (10 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. Permanently 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 building or structure until the required fire detection, alarm and suppression systems have been tested and approved. 901.6 Inspection, testing itnd main.tenance. Fire detection and alruw system~. emergency alarm systems, gas detection • systems, fire-extinguishing systems, mechanical smoke exhaust systems and smoke and beat vents shall be main- tained in an operative condition at all times, and shall be replaced or repaired where defective. Nonrequired fire pr-0- tection systems and equipment shall be inspected, tested and maintained or removed. . ,_ .. , .. All fire alarm systems, fire detection systems, automatic sprinkler or extinguishing systems, communication systems, and all other equipment, material or systems required by these regulations shall be maintained in an operable condi- tion at all times in accordance with this code and California Code of Regulations, Title 19, Division 1. Upon disruption or diminishment of the fire protective qualities of such equip- ment, material or systems, immediate action shall be insti- tuted to effect a reestablishment of such equipment, material or systems to their original normal and operational condi- tion. {California Code of Regulations, Title 19, Division 1, §1.UJ Maintenance. Every fire alarm system or device, sprinkler system, fire extinguisher, fire hose, fire-resistive assembly or any other fire safety assembly, device, material or equipment installed and retained in service in any building or structure subject to California Code of Regulations, Title 19, Division 1 regula- tions shall be maintained in an operable condition at all times in accordance with California Code of Regulations, Title 19, Division 1 regulations and with their intended use. 158 {California Code of Regulations, Title 19, Division 1, §3.24] Maintenance of Equipment. All fire alarm systems, fire detection systems, automatic sprinkler or extinguishing systems, communication systems, and all other equipment, material or systems required by Cal- ifornia Code of Regulations, Title 19, Division 1 shall be maintained in an operable condition at all times. Upon dis- ruption or diminishment of the fire protective qualities of such equipment, material or systems, immediate action shall be instituted to effect a reestablishment of such equipment material or systems to their original normal and operational condition. {California Code of Regulations, Title 19, Division 1, §904(a)] Required Inspection, Testing and Maintenance Frequencies. (a) All automatic fire extinguishing systems, including sys- tems installed as an alternate to other building require- ments, shall be inspected, tested and maintained in accordance with the following frequencies. Local authori- ties may require more frequent inspection, testing and maintenance and additional procedures. {California Code of Regulations, Title 19, Division 1, §904(a)(l)] Required Inspection, Testing and Maintenance Frequencies. (1) 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 Gas amended by the State of California. (Published as NFPA 25, 2013 California Edition.) {California Code of Regulations, Title 19, Division 1, §904(b)] Required Inspection, Testing and Maintenance Frequencies. (b) When proof of the installation date of standpipe sys- tems or automatic fire sprinkler systems cannot be fur- nished, such systems shall receive initial testing and maintenance by July 1, 1985 . [California Code of R egulations, Title 19, Division I , §904.2(a)] Testing and Maintenance Requirements. (a) All testing and maintenance on automatic fire extin- guishing systems in accordance with Health & Safety Code Section 13195 shall be performed by those licensed in accordance with Health and Safety Code Section 13196.5. Exceptions: (1) 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 100ij04710 11~11•.1~b111,us1ij,1,11@,m:tij11 C.Opyright C '2019 ICC. ALL RIGHTS RESERVED. Accessed hy Ellie Klaulbruckncr (ck(tklau,brucknn.com), ( ) Order Numbn •100804710 on D« 16, '2019 0):09 PM (PST) puuuinl to Llcrnse Agrecmnu with ICC. No fur1hcr reproduction. no further rqmxhxUons b)' any third party, or d1str1bution au1hor1ud. Single user only. copying and networking prohibited. ANY UNA\!THORIZED REPRODUCTION OR DISTRIBITTION IS A VIOLATION OF THE FEnERAL COPYRIGIIT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL ANO CRIMINAL Pf.NALTIESTHERElJNDER. /California Code of Regulations, Title 19, Division I , §90-l.2(b)J Testing and Maintenance Requirements. (b) Any testing and maintenance of automatic fire extin- guishing systems shall be performed in accordance with these requirements. Exceptions: (1) The State Fire Marshal may waive, in writing, the requirement that testing and maintenance be performed in accordance with these requirements when a licensee can demonstrate that a system cannot functionally be tested and maintained in accordance with the California Code of Regulations, Title 19, Division 1, Chapter 5. (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 19, Division 1, 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 I , §90./.l(h)J 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 I , §90./.2(i)j Testing and Maintenance Requireme11ts. (i) The licensee shall contact the focal fire authority hav- ing jurisdiction prior to testing and maintenance of a sys- tem when required by the focal 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 19, Division 1, Chapters 3 and 5. /California Code of Regulations, Title 19, Division I, §90./.J(a)J Inspection 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 I , §90./.l(g)J Testing and Maintenance Requirements. (g) Prior to activating any fire alarm component of an automatic fire extinguishing system, the licensee shall insure that the licensee is capable of restoring the fire alarm system. 2019 CALIFORNIA FIRE CODE FIRE PROTECTION AND LIFE SAFETY SYSTEMS TABLE 901.6.1 FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS SYSTEM STANDARD California Code of Portable fire extinguishers Regulations, Title 19, Division 1, Chapter 3 Carbon dioxide fire-elrtinguishing system NFPA 12 Halon 1301 fire-extinguishing systems NFPA 12A Dry-chemical extinguishing systems NFPA 17 Wet-chemical extinguishing systems NFPA 17A California Code of Water-based fire protection systems Regulations, Title 19, Division /, Chapter 5 Fire alarm. systems NFPA 72 Smoke and heat vents NFPA 204 Water-mist systems NFPA 750 Clean-agent extinguishing systems NFPA 2001 Aerosol fire-elrtinguishing systems NFPA2010 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. Jf 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 10 years, unless otherwise specified by an integrated system test plan prepared in accordance with NFPA 4. !fan 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 by equipment that was repaired or replaced. 901.6.3 Records. Records of all system inspections, tests and maintenance required by the referenced standards shall be maintained. /California Code of Regulations, Title 19, Division 1, §90./. 1 (b)f Inspection Requirements. (b) Records of all inspections shall be retained on the premises by the building or.system owner for a period of five years after the next required inspection. 159 100804710 INTERNATIONAL CODE COUNCIL Coryngh1 G 2019 IOC AU RIGHTS RESERVfO Acccunl by El.~ Klauihnidu1cr (tWkbuibruckntt ,om). I ) Order Nwnbn •IOOIIOOIO on Dec 16. lOlt o• ft9 PM (PST) rut1t11.nt 10 Ucmtt Apttmml wuh ICC. No f\M'lhcr rl'J'foducuon, no forthn rtfllod~tk>n1 by any third ruty. 01 d1tuibuuon authonatd. ~ngle Utt.T only, cory!ng and network.Ing rrohibitt'd ANY UNAlfl'HOM.Ji'...fO Rf.PRODUCTION OR DISTRIBUTION IS A VIOLATION OP Tllf FEDERAL Ull'YRIGIIT ACT AND TIIE LICENSE AGREEMENT. ANIJ W8JE(..I TO CIVIL AND CRIMINAL PENALTIES TIIERElJNDER. 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 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 increased 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 II, Class III, 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 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 the density/area figures provided in NFPA 13. The contiguous area occupied by the higher hazard commodity shall not exceed 120 square feet (1 1 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 (111 m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903. HIGH-PILED COMBUSTIBLE STORAGE , , SECTION.3205•, HO0SEKEl;PING AND MAINTENANCE 3205.1 Rack structures. The, structural integtity of racks shall be maintained. ' 3205.2 Ignition sou1ces. Clearance from ignition sources shall be provided in accordance"wltb Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking'' signs shall be conspicuQusly posted in accor- dance with Section 31 Q. 3205.4 Aisle maintenance. When restocking is not being conducted, ,aisles shall be kept clear of storage, waste mate- ; rial and debri~. Fi_re .department access doors, aisles and exit doors shall not be obstructed .. During restocking operations using manual stocking methods, a mi.qi.mum unobstructed aisle width of24 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 requited aisle width shall be maintained in aisles greater than 48 incltes (1219 mm). During me,chanical stocking operations, a min,imum unobstructed aisle width of 44 inches ( 1118 min) shall be ' maintained in accordance with Section 3206.10. 13205.5 Pile dimension anl height limitations. Pile dimen~ ~ sions' and · height 'limitations shall comply • with Section 3207.3;' ·, ,, ,., '" ~ ;p 3205.6 Designation of stotage 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 w:ith Section 3207.4. ,;,;,-.. :• 3205.8 Flue spaces. Flue spaces shall comply with Section t 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 3206.11. 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 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. 10CHl04710 449 2019 CALIFORNIA FIRE CODE Cop)'l'lght o 10111 JCC. ALL RIGHTS RESERVED Accmed b)' Ellie Kb.uffiruckner (ekri'klau5bruckncr.com), I·) OrdC'T Numbt-r 1100804?10 on Dec 16, 1019 03.09 PM (PST) pwtuant to License Agrremnu with ICC. No fonhl'T reproduction, no fur1hn rquoduclion1 by any third party. or dinribution authorlz«L Singlt> user only. copyinll: and n~-,~rklng prohlblh:d ANY UNAtrrHORlZED REPRODUCTION OR DISTRJBITTION IS A VIOLATION OFTIIE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJE.CT1'OCIVILANOCRJMJNAL PENALTIESTIIEREUNDER. • ATTACHMENT #14 MAxIMUM PILE DIMENSION 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 CL.ASS extinguishing Fire detection department Smoke and Maxlmumplle permlaalble Maximum (see Sections 3206.2 and system system acceu doors heat removal dimension• atorege pllevolume 3206.3) (see Section (see Section ( see Section (see Section (feet) height" ( cubic feet) 3206.4) 3206.6) 3206.7) 3206.8) (feet) 0-500 Not Not Not Not N>t 1' ot Nt Required' Required Required Required Req lired Req med Req1 ired 501-2,500 Not Yes' Not Not I 0 '0 100, 000 Required' Required Required 2,501-12,000 Yes Not Not Not I 0 '0 400, 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 1 0 '0 400, 000 (Option I) 2,501-12,000 Not Not open to the public Required' Yes Yes Yesh,, 1 0 3p• 200 000 (Option 2) 12,001-500,000 Yes Not Yes Yesh., I 0 ~o 400 000 Required Greater than Yes Not Yes Yes"-' I 0 ~o 400 000 500,000 Required 0-500 Not Not Not Not 6P 1' ot N~t Required' Required Required' Required Req med Req1 !ired 501-2,500 Yes Not Not Not 6P 0 75, 00 Open to the public Required Required' Required 501-2,500 Not Not Not Not open to the public Yes Required Required' Required 6) 0 75,1 00 High (Option l) hazard 501-2,500 Not open to the public Not Yes1 Yes Yesh., 6) :o 50,1 •OO (Option 2) Required' ~ r ~, ~, 2,sot...:Joo,000 ., Not . . h' .. 60 30 75,000 Requrred .... Greater than 300,000' Yes Not Yes Yes"-' 60 30 75,000 Required For SI: I foot = 304.8 mm, I cubic foot = 0.02832 m', 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 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, 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 with an exit access travel distance of 250 feet (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)1n 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. 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 100804710 C:0,,yrlghl Cl 1019 ICC ALL RIGHTS lt£SERVED Accmcd by EJlk Kbusbrucknn lrk#kl•u~nKkna com). ( ) Ord,rr Nwnbn •100804710 on De\ 16. lOlt o, 09 PM (PST) runu&nl lo Ucmw A;rmncnt with 1\,.C No furthn rerrodu<1ion, no funh~-r rq,tod\KUon, by •11y third r.u1y, or dutrlbutlon authorlud Single user only. copying .1nd n<1work.inp; prohibited. ANY UNAtrrtlORIZE.D REPRODUCTION OR OISTM.JKITT10N IS A VIOLATION OF Tl 1£ FEIJERAL COPY RIG I IT AGT AND TI IE l\Cf.NSE AGREEMENT. AND ~lJ8JECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 11 ATTACI-Th1ENT # 15 FLUE SPACE REQUIREMENTS SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet ( 1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to I-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3. I. I and the California Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: HIGH-PILED COMBUSTIBLE STORAGE 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFP A 13. 3208.3 Flue spaces. Rack storage areas protected with an automatic sprinkler system shall be provided with flue spaces in accordance with Table 3208.3. Required flue spaces shall be maintained. 3208.3.l Flue space protection. Flue spaces required by Table 3208.3 above the first tier of storage in single-, dou- ble-or multiple-row rack storage installations shall, where ' required by the fire code official, be equipped with approved protection devices. Such devices shaJl not be removed or modified. 3208.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 3208.5 Extra-high-rack storage systems. Approval of the fire code official shall be obtained prior to installing extra- high-rack combustible storage. 3208.5.1 Fire protection. Buildings with extra-high-rack combustible · · engineered Rack Storage Only. However c?mbuStible minimum 1 ft flue spaces will c1al fire pro 100804710 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. ings and add be provided around the pods to department II f . ciat. a ow or water penetration. TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE AUTOMATIC SPRINKLER PROTECTION RACK FLUE DESIGN Sprlnklers at the celling with or ln-t"ack sprlnklers CONFIGURATION without minimum ln-t'ack sprlnklers at every tier Storage height :5 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 Not required Not required Sizeb 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 Not 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. lbree-inch transverse flue spaces shall be provided not less than every IO 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 I ] I II l lJ ~[ M 11 Copyright o 2019 ICC. ALL RIGlrfS RESERVED Acctuedby Elin· Klausbrud.nn ftlw,lbusbruckntt com). { ) Ordcr Nwnbcr ,100804710 on Ott 16. 201• 011 Of PM (PST) rur•IW\1 lo UcrnK Agrmnm1 wuh llilll,l~f ftlll)~f!.11~ I] I I ICC No furthtt rtrroduC'tion, no furthtr fl1'todl.k;1lons by any 1hlrd ruty, or dl~tnbudon au1hom.cd. Sing!..-user only, copying and ne11<rt>rk.ing rrnhlbllcd ANY UNAUTHORIZED Rf.PRODUC..'TION OR DISTRIBUTION JS A VIOLATION OF THE FEOERAL CO?YRIGIH ACT AND TIIE LICENSE AGM.P.EMENT. AND SUBJECT TO CIVIL AND CII.IMINAL PENALTIES TI-IERWNl)l:::R ., ATTACHMENT #16 MEANS OF EGRESS > > access or exit stairways where the entire path for means of egress from the seating to the exit dis- charge is open to the outdoors. 4. For Group 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. 1005.3.2 Other egress components. The capacity, in inches, of means of egress components other than stair- ways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factorof0.2 inch(5.1 mm)peroccupant. Exceptions: 1. For other than Group Hand 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 accor101.4.7dance 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 staiiways 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 Group 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 W1til arrival at the public way. 1005.5 Distribution of minimum width and required capacity. Where more than one exit, or access to more than one exit, is required, the means of egress shall be configured such that the loss of any one exit, or access to one exit, shall not reduce the available capacity or width to less than 50 per- cent of the required capacity or width. 1005.6 Egress convergence. Where the means of egress from stories above and below converge at an intermediate 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 staiiways or ramps serving the two adjacent stories, whichever is larger. 1005.7 Encroachment. Encroachments into the required means of egress width shall be in accordance with the provi- sions of this section. 1005.7.1 Doors. Doors, when fully opened, shall not reduce the required width by more than 7 inches (178 mm). Doors in any position shall not reduce the required width by more than one-half. Exceptions: 1. In other than Group 1-2 occupancies, surface- mounted latch release hardware shall be exempt from inclusion in the 7-inch maximum (178 mm) encroachment where both of the following condi- tions exist: 1.1. The hardware is mounted to the side of the door facing away from the adjacent wall where the door is in the open position. 1.2. The hardware is moW1ted 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 W1its and sleep- ing units of Group R-2 occupancies and dwelling units of Group R-3 occupancies. 1005.7.2 Other projections. Handrail projections shall be in accordance with the provisions of Section 1014.8. Other nonstructural projections such as trim and similar 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 1003.3. SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006.1 General. The number of exits or exit access doorways required within the means of egress system shall comply with the provisions of Section I 006.2 for spaces, including mezza- nines, and Section 1006.3 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 Listed in Table 1006.2.1. The cumulative 377 100804710 INTERNATI ONAL CODE COUNCll CoryrightOl019 ICC ALL RIGtm Rf.SERVED Ai..H·ucdby Ell1it Kl;autbru.:knn (t-~ltlnub11Kknn com),( )Drda Numbn •IOOI04710on Dtt 16. 20190\.09 PM (PST) puuuvu 10 Uc:m.r Apttmau wuh ICC No further rrrroduc1lon, no fuuher rtproducUons b)' any third ru1y, or distribution au1honicd Single user only, copying and nciW\>rking rr..,hfbl!td ANY UNAlJTUORIZEO REPRODUCTION OR DISTRl"\JflON IS A VIOLATION Oil TIIE FEO£RAL OO?YRJGIIT ACT AND THE LICENSE AGRllf.Mf.NT. AND SUBJECT TO CIVIL AND CIUMINAL PENAL Tl ES TIIEREUNI>ER. r; ,., .. • - 11 > I 11 I 11 MEANS OF EGRESS occupant load from adjacent rooms, areas or spaces shall be determined in accordance with Section 1004.2. l. 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 I-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.JJ. 1006.2.l.l Three or more exits or exit access door- ways. Three exits or exit access doorways shall be pro- vided from any space with an occupant load of 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 I 006.2.2. I through 1006.2.2. 7. 1006.2.2.1 Boiler, incinerator and furnace rooms. Two exit access doorways are required in boiler, incin- erator and furnace rooms where the area is over 500 square feet (46 m2) and any fuel-fired equipment exceeds 400,000 British thermal units (Btu) (422 000 KJ) input capacity. Where two exit access doorways are required, one is permitted to be a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the length of the maximum overall diagonal dimension of the room. 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 pern1itted 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 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (feet) OCCUPANCY AC,E,M B F H-1, H-2, H-3 H-4, H-5 I-2\ 1-2.1, I-4 1-3 R-1 R-2 R-2.1 R-2.2 R-3•, R-3. I' R-4• S' u L For Sl: 1 foot = 304.8 mm. NP = Not Permitted. MAXIMUM OCCUPANT LOAD 01' SPACE 49 49 49 3 10 10 10 10 20 JO 20 20 20 29 49 See Sec/ion 453.6.1 Without Sprinkler System (feet) With Sprtnklar System Occupant Load (feet) OL S30 OL>30 75 75 75• 100 75 100' 75 75 100' NP NP 25b NP NP 75b NP NP 75' NP NP 100' NP NP 75' NP NP 125' NP NP 75• NP NP 125° NP NP 125'· 1 NP NP 125'-' ,~~ '7< • -100' 100 75 75• NP 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 assembly purposes having fixed seating, see Section I 029.8. IOOW4710 I I d. For the travel distance limitations and number of exit and exit access requirements for rooms and spaces in Group 1-2 or /-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 distance in a Group S-2 open parking garage shall be not more than I 00 feet. g. For the travel 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 1006.2.2.6. h. For holding cells, see Section 408.3. I I. 378 2019 CALIFORNIA BUILDING CODE Copyrlgh1 O 1019 ICC. All RIGlm RESERVED AcctiKd by~ Kb.wbnk.knn lrke'klauibruckntf tom!. ( l Order Numbn ttOOI04110 on D(,j. 16, l0190'09 PM (PST) rurl\Wll 10 Lkmit Agtttmml wnh ICC. No fw1hcr rcrrodunlon. no furthn rrproducoons by any 1hlrd r~ny. or d1u11but1on 1u1honzcd Sln1de user only,corYtnG and ndworklns rrohibUN ANY UNA\JTHORIZl:.D REPRODUCTION OR OISTRJBlfl'ION IS A VIOLATION OFTIIE FEDERAL COPYRIGIIT ACT ANl)TIIE LICENSE AGREEMENT.ANO SU!')Et.lT0OYll ANDCRJMINAL PENALTIES Tlll!RF.UNDER. 2. Means of egress are not prohibited through stockrooms in Group M occupancies where all 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 (1118 mm) aisle defined by full-or partial-height fixed walls 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 1-2 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, dwelling units 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 provided; and the means of egress into the adjoining space is not subject to locking from the egress side. A required means of egress serving the larger tenant space shall not pass through the smaller tenant space or spaces. 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. 1017.2 Limitations. Exit access travel distance shall not exceed the values given in Table 1017.2. 1017.2.1 Exterior egress balcony increase. Exit access travel distances specified in Table 1017 .2 shall be increased up to an additional 100 feet (30 480 mm) pro- vided that the last portion of the exit access leading to the exit occurs on an exterior egress balcony constructed in accordance with Section 1021. The length of such balcony shall be not less than the amount of the increase taken. MEANS OF EGRESS TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE" OCCUPANCY WITHOUT SPRINKLER WITH SPRINKLER SYSTEM (feet) SYSTEM (feet) A, E, F-1, M, R, S-1 ---· . 2S0b R-2.1 Not Permitted 2S0b B 200 300' F-2, S-2, U 300 400' H-1 Not Permitted 75d H-2 Not Permitted 100d H-3 Not Permitted 150d H-4 Not Permitted 175d H-S Not Permitted 200' 1-2, 1-2. 1, 1-3' Not Permitted 200' 1-4 150 200' L Not Permitted 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. Section 408.3. JO: For increased li111itotio11 in Group 1-3 Sections 408.6.1 and 408.8. J: For the distance limitations in Group 1-3. Section 4 I 1.3: For the distance limitation in special amusement buildings. Section 412.6: For the distance limitations in aircraft manufacturing facilities. Section 1006.2.2.2: For the distance limitation in refrigeration machinery rooms. Section 1006.2.2.3: For the distance limitation in refrigerated rooms and spaces. Section 1006.3.3: For buildings with one ex.it. Section 1017.2.2: For increased distance limitation in Groups F-1 and S-1. Section I 029. 7: For increased limitation in assembly seating. Section 3103.4: For temporary structures. Section 3 I 04. 9: For pedestrian walkways. b. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3. I.I or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permined in accordance with Section 903.3.1.2. c. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. d. Group H occupancies equipped throughout with an automatic sprinkler 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 permined in accordance with Section 903.3.1.3. f Not pennilled in 11onspri11klered 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: l. 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 finished floor to the bottom of the ceiling or roof slab or deck is 24 feet (7315 mm). 2019 CALIFORNIA BUILDING CODE 405 100804710 ll:t111••~lil[IJ*J. 'l,il}l}.J'lllJ 'I [i,;j 11 C.Opyught Ol019 ICC ALL RJGHn RESERVED Ac,cucdbyEllic Kl1utbrucknn k~kbuJ!nlk.knn com),( ) Ordn Numbn •100804710on Ott 16. 2019UOt PM (pST) pi.suani 10 UcirmtApttmmtW\th l' n~r!1fJJ .,, Clll l' ICC. No fu,1hcr H'flroductlon, no funhn rq,rodu,llon, by any third ruty. or d1ttributlon authorlu-d single Uk..,. only, ,oryfni; and nC'lwork.ing prohibited. ANY UNAlTrllORIZl?D REPRODUCTION OR DISTRIBlfJ'JON l!i A VIOLATION OF THE FEDERAL <X>?YRIGJIT ACT ANDTI IE LICENSE AGREEMENT. AND ~UBJECTTO CIVIL AND CRIMINAL PENAL TIES TIIEREUNDF.R. .. • r MEANS OF EGRESS 3. The building is equipped throughout with an auto- matic sprinkler system in accordance with Section 903.3.1.1. 1017.3 Measurement. Exit access travel distance shall be measured from the most remote point of each room, area or space along the natural and unobstructed path of horizontal and vertical egress travel to the entrance to an exit. Exception: In open parking garages, exit access travel dis- tance is permitted to be measured to the closest riser of an exit access stairway or the closest slope of an exit access ramp. 1017.3.1 Exit access stairways and ramps. Travel dis- tance on exit access stairways or ramps shall be included in the exit access travel distance measurement. The mea- surement along stairways shall be made on a plane parallel and tangent to the stair tread nosings in the center of the stair and landings. The measurement along ramps shall be made on the walking surface in the center of the ramp and landings. SECTION 1018 AISLES 1018.1 General. Aisles and aisle accessways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle accessways shall be provided from all occupied portions of the exit access that contain seats, tables, furnishings, displays and similar fixtures or equipment. The minimum width or required capacity of aisles shall be unobstructed. Exception: Encroachments complying with Section 1005.7. 1018.2 Aisles in assembly spaces. Aisles and aisle access- ways serving a room or space used for assembly purposes shall comply with Section 1029. [DSA-AC} In addition to the requirements of this section, means of egress, which provide access to, or egress from, buildings or facilities where accessibility is required for applications listed in Section 1.9. 1 regulated by the Divi- sion of the State Architect-Access Compliance, shall also comply with Chapter 11 A or Chapter 11 B, Section 11 B- 403, as applicable. 1018.3 Aisles in Groups Band M. In Group Band M occu- pancies, the minimum clear aisle width shall be determined by Section 1005.1 for the occupant load served, but shall be not less than that required for corridors by Section 1020.2. Exception: Nonpublic aisles serving less than 50 people and not required to be accessible by Chapter 11 B, (see Section 11 B-403) need not exceed 28 inches (711 mm) in width. 1018.4 Aisle accessways in Group M. An aisle accessway shall be provided on not less than one side of each element within the merchandise pad. The minimum clear width for an aisle accessway not required to be accessible shall be 30 inches (762 mm). The required clear width of the aisle accessway shall be measured perpendicular to the elements and merchandise within the merchandise pad. The 30-inch (762 mm) minimum clear width shall be maintained to pro- 406 vide a path to an adjacent aisle or aisle accessway. The com- mon path of egress travel shall not exceed 30 feet (9144 mm) from any point in the merchandise pad. Exception: For areas serving not more than 50 occupants, the common path of egress travel shall not exceed 75 feet (22 860 mm). 1018.5 Aisles in other than assembly spaces and Groups B and M. In other than rooms or spaces used for assembly pur- poses and Group B and M occupancies, the minimum clear aisle capacity shall be determined by Section I 005.1 for the occupant load served, but the width shall be not less than that required for corridors by Section 1020.2. Exception: Nonpublic aisles serving Jess than 50 people and not required to be accessible by Chapter I 1 B (see Sec- tion JJB-403) need not exceed 28 inches (711 mm) in width. SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS 1019.1 General. Exit access stairways and ramps serving as an exit access component in a means of egress system shall comply with the requirements of this section. The number of stories connected by exit access stairways and ramps shall include basements, but not mezzanines. 1019.2 All occupancies. Exit access stairways and ramps that serve floor levels within a single story are not required to be enclosed. 1019.3 Occupancies other than Groups 1-2, 1-2.1, 1-3, and 11 R-2.J. In other than Group 1-2, 1-2. /, 1-3 and R-2.1 occupan- cies, floor openings containing exit access stairways or ramps that do not comply with one of the conditions listed in this section shall be enclosed with a shaft enclosure constructed in accordance with Section 713. I. Exit access stairways and ramps that serve or atmo- spherically communicate between only two stories. Such interconnected stories shall not be open to other stories. 2. In Group R-1, R-2, R-2.1, R-3 or R-3.1 occupancies, exit access stairways and ramps connecting four stories or less serving and contained within an individual dwelling unit or sleeping unit or live/work unit. 3. Exit access stairways serving and contained within a Group R-3 congregate residence or a Group R-4 facility are not required to be enclosed. 4. Exit access stairways and ramps in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903 .3.1.1, where the area of the vertical opening between stories does not exceed twice the horizontal projected area of the stairway or ramp and the opening is protected by a draft curtain and closely spaced sprinklers in accordance with NFPA 13. In other than Group B and M occupancies, this provi- sion is limited to openings that do not connect more than four stories. 5. Exit access stairways and ramps within an atrium com- plying with the provisions of Section 404. 2019 CALIFORNIA BUILDING CODE 100&04110 UHH:UtdHIIU~■ijl]l]lij•Il):tMII Coryrtght e 2019 ICC. ALL RIGHTS RE.SERVED Accn.Kd by Ellie K11utbru.:kna (,rqtlkbu.tKudnn com), f ) Order Numbn •IOO'I04710 on Dec 16, 20190,.09 PM (PST) rurtu1nt to UccnK Agrccmau with tCC No fo,1hn rq"l'odUCllon, no forthn HTrod1X.lion1 by any 1Nrd r,rty, or dhlrlbuuon 1u1hor1zcd SinglctlkT only. topylnJ, ind nctworklnJ, prohlbllcd ANY UNAlTTHORIZf:O Rf PRODUCTION OR DISTRIIUJTION IS A VIOLATION OF 1'11£ FEDERAL COl-'YRIGIIT ACT ANI) Tllf. LICENSE A(,Rf.EMENT. AND SllltJEC..I TO CIVIL ANO CRIMINAL PENALTIES TIIERElJNDER_ MEANS OF EGRESS [BE] TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING OCCUPANT REQUIRED FIRE-RESISTANCE OCCUPANCY LOAD SERVED RATING (hours) BY CORRIDOR Without sprinkler system With sprinkler system• H-1, H-2, H-3 All Not Penn.itted 1 H-4, H-5, I Greater than 3 0 Not Penn.itted 1 Ad' B, F' M, s, u Greater than 30 1 0 R-1, R-2, R-3, R-3./, R-4 Greater than 10 Not Penn.itted I I-2', 1-2. I, 1-4 Greater than 6 Not Penn.itted I 1-3, R-2. I Greater than 6 Not Penn.itted lb E Greater than JO 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 fire-resistance rating for occupancies in Group 1-3, see Section 408.8 of the California Building Code. c. Buildings equipped 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 \MOTH OCCUPANCY MINIMUM WIDTH (Inches) Any facility not listed below 44 Access to and utilization of mechanical, plumbing or electrical systems or equipment 24 With an occupant load of less than 50 36 Within a dwelling unit 36 1n 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 I-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 nonambulatory persons For SI: I inch= 25.4 mm. (BE] 1020.4 Dead ends. Where more than one exit or exit access dooiway is required, the exit access shall be arranged such that dead-end corridors do not exceed 20 feet ( 6096 mm)in length. Exceptions: 1. In Group 1-3, Condition 2, 3 or 4 occupancies, the dead end in a corridor shall not exceed 50 feet (15 240 mm). > 2. In occupancies in Groups B, E, F, M, R-1, R-2, R-2.1, 11 R-2.2, S and U, where the building js equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, the length of the dead-end corridors shall not exceed 50 feet ( 15 240 mm). 262 3. A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corri- dor. (BE) 1020.5 Air movement in corridors. Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts. Exceptions: I. 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 supplied with outdoor air at a rate greater than the rate of makeup air taken from the corridor. 2. Where located within a dwelling unit, the use of cor- ridors for conveying return air shall not be prohib- ited. 3. Where located within tenant spaces of 1,000 square feet (93 m2) or less in area, utilization of corridors for conveying return air is permitted. 2019 CALIFORNIA FIRE CODE 100804710 INTERNATIONAL CODE COUNCIL Cop)'flght o 1019 ICC ALL RIGHTS RESERVED AcC(tJ<'dby fJlk Kbusbru,;knc, (d#k.l•ull»ud,ntt com). ( ) Ordn Nwnbn ,100804710 on Dtc 16.10190' 09 PM (PST) purw1n110 Uctmt Apttmml with ICC. No fw1hn rrproduc1lon, no furthn rq,roductiom by any third ruty, or d1s111but1on :au1horllfii. Slnglr uw:r only. corying and nnworklng rroh1b11ed. A"1Y UNAITTHORIZED REPRODUCTION OR DISTRlhlTJ'ION IS A VIOLATION OFTIIE i:EDERAL COPYRIGHT ACT ANO THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL ANO CRIMINAL PfNALTIES THEREUNDER. r ... • ATTACHMENT#l7 OCCUPANCY SEPARATION GENERAL BUILDING HEIGHTS AND AREAS TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)" R-1, R-2, F-2, B', F-1•·•, A,E 1-4, R-2.1 1-2, /-2.1 /-3 R-3,R-3.1, s-2•, u M, S-1 L H-1 OCCUPANCY R-4 s NS s NS s NS s NS s NS s NS NS s NS s NS A,E N N 2 2 2 NP 2 NP 1 2 N 1 2 2 NP NP NP 1-4, R-2.1 --1' NP 2 NP 2 NP I NP I 2 2 2 NP NP NP 1-2, 1-2.1 ----N NP 2 NP 2 NP 2 NP 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 I' 2' 2 4 NP NP NP R-3.1, R-4 F-2, S-2\ U ----------N N ,r 2 I NP NP NP B, F-1, M, S-1 .. l N I NP NP NP .... L ----------1 NP NP NP H-1 ----------------N NP H-2 ------------------ H-3, H-4 ----------------ld NP H-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 903.3.1.1. N = No separation requirement. NP = Not Permined. 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 NP l NP N NP b. The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but not to less than 1 hour. c. See Section 406.3.2. 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 NP 2 NP 2 NP 2 NP 2 NP 2 NP 2 3 2 NP I 2 I NP NP NP NP NP 1 NP I NP ld NP I NP --N NP 100804710 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. /SFMJ Group I and Fl occupancies and Group R-2.l and F-1 occupancies shall hm•e a 3 hour separation. h. [SFMJ Commercial kitchens not associated with cafeterias and similar dining facilities in Group 1-2 and Group R-2.l shall have a 2-hour separation and shall 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. Individual occupancies shall be sepa- rated from adjacent occupancies in accordance with Table 508.4. 508.4.4.1 Construction. Required separations shall be fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, so as to completely separate adjacent occupancies. SECTION 509 INCIDENTAL USES 509.1 General Incidental uses located within single occu- pancy or mixed occupancy buildings shall comply with the provisions of this section. Incidental uses are ancillary func- tions associated with a given occupancy that generally pose a greater level of risk to that occupancy and are limited to those uses listed in Table 509. Exception: Incidental uses within and serving a dwelling unit are not required to comply with this section. S09.2 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. S09.3 Area limitations. The aggregate floor area o/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 incidental uses shall be separated from the remainder of the building by a fire bar- rier constructed in accordance with Section 707 or a hori- zontal assembly constructed in accordance with Section 711, or both. Construction supporting I-hour fire barriers or horizontal assemblies used for incidental use separa- 2019 CALIFORNIA BUILDING CODE 193 11 ll'.4111•J~f'il[IJMifltl ] 1•.t llJ i [i,j 11 Coryngh1 G 201, ICC. ALL RIGIITT RESERVED AccC'.md:tyEU~ Kl,usbru.::knn lckekhusbnKknntom).() Ordn NwnM •100fKM11oon D« 16. 201,0.1 09 PM (m) rurlllllll 10 UcmwApttmmlWlth ~ QKJ!JKr!J 111 I I 4'1 I L, ICC No hinhtt rq,roducuon, no fonh" ,~,.rodu..tkms by any third rany. or d1Jtr1bulion authomcd !llngl.: uu,. only, "0rY1"8 and nt1worlung rrohibated. ANY UNAlfTHORIZEO REPRODUCTION OR DISTRIKITTION IS A VIOLATION OFTIIE FEDER/it COPVRIGIIT ACT ANDTIIP. LICENSE AGREEMENT, ANO SUtiJECT TO CIVIL AND CRIMINAL rENALTIESTIIEREUNDER, • .. 4 I 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 determined in accordance with Sections 3206.3.1 through 3206.3.2.1. 3206.3.1 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: I . 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 3206.10.1 or the dimension to a wall or full height wall, which- ever is le.ss. 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: I. 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 I through IV 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 Section 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. 3206.4.1.1 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: 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 ( 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 903.3.1.1. 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: FIRE DEPARTMENT ACCESS DOOR DO NOT BLOCK 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 (JO 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 100804710 11~111•1~ill(l)~f JII( ] ] Ill llJ~[MI I CorY'iitht 0'20191(."C AU RJGHTS RESERVED AccuKdby EIIK' KbuJbrocknrr(cWkbusbruckncrcom).() Ordn Numbn •IOOll04710on l>C'C' I&. 20ito:-.ot PM (PST)pwsuM\I 10 UcmKApttmmt with ; (! I 11 ICC'-No (wther ,cproduolon, no furth,r reproduction, by iny third r;r1y, or duttibutlon ,u,hortu-d Slnjllc lUrt only. copytn11: ,md nc1workinit proh1bll,·d. ANY UNAUTIJORJZED REPRODUCTION OR DISTRJBlTTION IS A VIOI.ATION OF TIIE FEDEllAL COPYIUGIIT ACT ANO TIIE LICENSE AGREEMENT. AND SUBJECT TO CIVIL ANO CRIMINAL PENALTIES THEREUNDER. .. 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, determine 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 following 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 shall be submitted for review and approval. In addition to the information required by the Cali- fornia Building Code, the storage permit submittal shall I include the information specified in this section. The con- stmction docwuents shall include all of the following: 1. Floor plan of the building showing locations and dimensions of high-piled storage areas. 2. Usable storage height for each storage area. 3. Number of tiers within each rack, if applicable. 4. Commodity clearance between top of storage and the sprinkler deflector for each storage arrangement. 5. Aisle dimensions between each storage array. 6. Maximum pile volume for each storage array. 7. Location and classification of commodities in accor- dance with Section 3203. 2019 CALIFORNIA FIRE CODE 8. Location of commodities that are banded or encapsu- lated. 9. Location of required fire department access doors. I 0. Type of fire suppression and fire detection systems. 11. Location of valves controlJing 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 infonnation 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 by the fire code official. 3201 .3.1 Approved construction documents. Following approval of the construction documents, a copy of the approved plans shall be maintained on the premises in an approved location. 3201.3.2 Approved storage layout. A floor plan, of legi- ble size, shall be provided, mounted on a wall and pro- tected 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. 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 accor- dance with Section 3203. 8. Location of required fire department access doors. 9. Location of valves controlling the water supply of ceiling and in-rack sprinklers. 3201.4 Fire safety and evacuation plan. Where required by the Section 403, a fire safety and evacuation plan shall be sub- 437 100804710 Copyrighc O :01Y ICC ALL klGJm RESERVED Acttue'd by [t\jr Kl1uJbrucknn Cc-kfllklausbrucltncr com), ( ) Or~-r Numbn •ICIOIIOOIO on D« 16, 2019 o~ o, PM (PST) puuu,nl to Uccruc Aprnnmt wilh JCC. No for1hcr rcr,oducuon. no iurlhcr rtjltod\Ktlont by any 1h11d rar1y, or dbtrlbullon au1homed, Sm~k u,~T only, ,opying and nctwo,klng prohlbllcd. ANY UNAlTI'IIORIZEO ltEPRODUCTION OR l>ISTRIBUTION IS A VIOLATION OFTIIE FEDERAL COPYRICillT ACT ANO Tl!£ LICENSE AliREEMENT, AND SUBJECT TO CIVIL AND CRIMINAi. PENALTIES THEREUNDER. t .. , ,. j ATTACHMENT #19 APPROVED STORAGE LAYOUT & CONSTRUCTION DOCillvIBNTS t;-t R :~ c ~-g u:: '-::J :j CT 0 Q) I 0:: I ~ m ES ::J '- E -~ C '-~ ~ ___ I---- 1 ♦ <il • • ' • --....• 156'-0' 52'-0' 52'-0' -(~ ~ " M I I ~ ~tJ c • ~ I , .'L.J'_, -q 1! 0-1 to -,-~ ~ '--·--i--- 1 I f)(l";TII\IG-At•JAG!"''TflM._'T ---~ I Minimum 1-Hour Fire Barrier Wall Reguired ,, n Qi SYMElOl LEGEND: E+rJ e· x 1,· CONTAINER : : OPTIONAi. 7' x 7' CONTAINER [:~:] OPT1ONA1. e·, 12· CONTAINER NOTE, 12' MINIMUM BETWEEN CONTAINERS. --~ ST()KAGt - 4 ~ .. -, 52'-0' "' 0 ~ " ~ ~ "' ~ CONCEPT PLAN SCALE: I ' -20-0' PACIFIC VISTA COMMERCE CENTER 281 0 WHIPT AIL LOOP W. '8UILDING A' CAR.LSBAD. CA 920 I 0 PROPOSED TENANT SUITE ~ ::31 ,500 SF PODS BRANDED CONTAINERS -INDOOR ~ ( I I I) CONTAINERS ON GRADE x 3 HIGH -333 TOTAL 366 TOTAi. iNDOOR CONTAINERS (30) OUTDOOR. CONTAINERS ON GRADE x 2 HIGH -60 TOTAL 393 TOTAL INDOOR. t OUTDOOR. CONTAINERS 4 .. PAO.ECT IWil:/UXAllOlt PROPOSED CONCEPT Pl.AN FOR PODS ENTERPRISES, LLC 2810 WHIPTAIL LOOP CARLSBAD, CA 92010 NDITECT: ENT :TlJW. W.IMOAATM. Pl.LC 681 OUl WUETS PATH HAUPPAIJGE • tEWYORK • 11788 631.793.96&4 ""'-lcacCWnai-""" MSco«:::tP"TUILC(SNlN ISBASEDI.FOil A PflEl,MWn' REWWOfENTTTI.BEHT AEaRMEHTS AHDON IJMRFEDAHDPOSSIILY NXM'\.EtESfTE NOt'IRIU.lWrlG N"-OAMATION. AHO IS lffENlED MEREl Y TO ASSIST ft DPLORNG tOW M PROJECT lilGH'T BE De\-9.0PED. PAEl.MfilrRY OAAWING • P3 PRB.NJWrrOAAMNG • P2 PftEt..Mr,WtY ()RAM«. · P1 ........ - -TITLE: CONCEPT PLAN """' ,.,,,.,. DRAWN In': ''""" PRO.ECT""' M,O ORAWIGND..: 20l1A17 20il1A\1 .,,,_.,,. """ A1