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HomeMy WebLinkAbout1900 E Deere Ave - Fan - Plan1900 E DEERE AVE Parking lot Front door offices Warehouse Rollup door Gate Entrance E DE E R E A V E WILL I S S T Site Plan CONTRACTOR DRB ELECTRIC 12006 162 st NORWALK CA. 90650 PH 5622152794 drbelectric@live.com PG.2 This page Designed By Jonathan P Burnett ____________________ C10 License # 846308 Date signed 09/19/25 SITE ADDRESS 1900 E. Deere Ave Santa Ana CA 92705 Property Lines Building lines Cross Roads N 11/25/25 Title Page Building code analysis 1.Description of use-Warehouse/Storage 2.Occupancy-S-1 3. Whether separated or unseparated 4. number of stories-1 5. Type of construction-Type V-B 6. sprinklers-Yes 7.Floor area-21,864 square feet 8. height-35-ft to deck 9. 2022 CBC Codes Applied 10. 2022 CEC Codes Applied 11. 2022 CFC Codes Applied 12.2022 CEBC Codes Applied 13.Deferred submittal for fire alarm plan 14.2022 NFPA-13, Section 11.1.7 Applied Tabel of contents: PG. 1 –Title Page PG. 2 –Site Plan PG. 3–Electrical PG. 4–Fan Cut Sheet PG. 5--Structural SITE ADDRESS 1900 E. Deere Ave Santa Ana CA 92705 CONTRACTOR DRB ELECTRIC Owner: Jonathan P Burnett 13127 Point reyes pl Cerritos ca 90703 PH 5622152794 drbelectric@live.com PG.1 Scope of work: Install 1 ceiling fan, BIG ASS FAN,24’, Model ‘PFD’ , 480 volt , 3 phase Run power from (panel 2) ,crt #13, 20 amp breaker, 4 conductor, # 12 thhn wire. This page Designed By Jonathan P Burnett ____________________ C10 License # 846308 Date signed 11/25pp/25 -Including the following 1.The maximum fan diameter shall be 30 feet. 2.The high velocity fan must be centered approximately between four adjacente fire sprinklers. 3.The vertical clearance from the HVLS fan to fire sprinkler deflector shall be a minimum of 3 feet 4.All HVLS fans shall be interlocked to shut down immediatley upon receiving signal from sprinkler flow, smoke detectors, and pull station from FACP in accordance with the NFPA-72 CONTRACTOR DRB ELECTRIC 12006 162 st NORWALK CA. 90650 PH 5622152794 drbelectric@live.com Site Plan PG.2 This page Designed By Jonathan P Burnett ____________________ C10 License # 846308 Date signed 08/28/25 N Entrance Offices SITE ADDRESS 1900 E. Deere Ave Santa Ana CA 92705 CONTRACTOR DRB ELECTRIC Owner: Jonathan P Burnett 13127 point reyes pl Cerritos ca 90703 PH 5622152794 drbelectric@live.com This page Designed By Jonathan P Burnett ____________________ C10 License # 846308 Date signed. 11/25/25 SITE ADDRESS 1900 E. Deere Ave Santa Ana CA 92705ELECTRICAL PLAN Fans to be tied into FACP with 2 conductor fa cable for shut down. Panel 2,480 v, 400 amp panel Crt #13, 20 amp 3 ph breaker 1/2’ EMT, #12 THHN Wire, 4 conductor, 480 v, Circuit #13 PG 3 E F Fan model: Powerfoil D, 14’, 380-480V/3PH E PG 4 Fan cut-sheet SITE ADDRESS 1900 E. Deere Ave Santa Ana CA 92705 POWERFOIL D ® We’ve raised the bar on direct-drive technology with our quietest, most e!cient industrial fan ever. The groundbreaking Powerfoil D delivers airflow that radically changes the way people feel and work within your space. Rated IP66 for maximum protection in demanding environments, it takes on hot, gritty conditions with ease and has the specs to excel in any facility where comfort and quiet are valued. KEY FEATURES DISCOVER MORE ABOUT POWERFOIL D Learn more at bigassfans.com/powerfoil-d or call 877.BIG.FANS for a free custom quote. Six aluminum airfoils with winglets and safety restraints Built-in accelerometer, safety cables, and Grade 8 hardware Building automation integration with 0–10 VDC, Modbus, and BACnet capability Permanent-magnet motor and VFD reduce noise, EMI, and energy usage IP66-rated protection against dust, water, and vapors for indoor or outdoor use Available LED o!ers ultra-bright, fully dimmable lighting 8–24 FEET !2.4"7.3 METERS# DIAMETER NEODYMIUM MAGNET DIRECT-DRIVE MOTOR UP TO 15 YEARS MECHANICAL UP TO 15 YEARS ELECTRICAL WARRANTY I-BEAMS, BAR JOISTS, SOLID BEAMS, AND PURLINS MOUNTING !"#$%&#'( )*"#&+&#'!&,%) USA BIGASSFANS.COM 877-244-3267 CANADA BIGASSFANS.COM 844-924-4277 AUSTRALIA BIGASS FANS.COM/AU 1300 244 277 SINGAPORE BIGASSFANS.COM/SG 65 6709 8500 Powerfoil D ® THE INDUSTRIAL FAN THAT’S THE STRONG, SILENT TYPE © 2019 Delta T LLC dba Big Ass Fans. All rights reserved. | DDI-MKTG-162-ENG-01 REV. M | 10/11/22 Specifications subject to change without notice. Technical Specifications Diameter (A)Weight1 Max Speed Input Power and Required Breaker Airfoil Clearances2 Max Operating Temperature 8 ft (2.4 m)212 lb (96 kg)200 RPM 200–277 VAC, 50/60 Hz, 1 Φ, 10 A 200–277 VAC, 50/60 Hz, 3 Φ, 10 A 380–480 VAC, 50/60 Hz, 3 Φ, 10 A 2 ft (0.6 m) on sides 4 ft (1.2 m) below ceiling 131°F (55°C) 10 ft (3 m)220 lb (100 kg)145 RPM 12 ft (3.6 m)227 lb (103 kg)145 RPM 200–277 VAC, 50/60 Hz, 1 Φ, 10 A 200–277 VAC, 50/60 Hz, 3 Φ, 10 A 380–480 VAC, 50/60 Hz, 3 Φ, 10 A 2 ft (0.6 m) on sides 5 ft (1.5 m) below ceiling14 ft (4.3 m)235 lb (107 kg)120 RPM 16 ft (4.9 m)242 lb (110 kg)108 RPM 200–277 VAC, 50/60 Hz, 1 Φ, 15 A 200–277 VAC, 50/60 Hz, 3 Φ, 15 A 380–480 VAC, 50/60 Hz, 3 Φ, 10 A 2 ft (0.6 m) on sides 6 ft (1.8 m) below ceiling 18 ft (5.5 m)273 lb (124 kg)94 RPM 200–277 VAC, 50/60 Hz, 1 Φ, 15 A 200–277 VAC, 50/60 Hz, 3 Φ, 15 A 380–480 VAC, 50/60 Hz, 3 Φ, 10 A 20 ft (6.1 m)280 lb (127 kg)84 RPM 2 ft (0.6 m) on sides 7 ft (2.1 m) below ceiling24 ft (7.3 m)295 lb (134 kg)64 RPM Construction Features Airfoils Motor and Drive Certifications Mounting Multi-Point Safety3 Colors Six patented Powerfoil airfoils (mill finish) Powerfoil winglets eliminate wind noise (BAF yellow) Neodymium magnet motor provides virtually silent operation and optimum e"ciency Rated IP66 UL Standard 507 and CSA Standard 22.2 No. 113 Standard upper mount installs to I-beams and bar joists Extension tubes available in 2, 5, or 10 ft (0.6, 1.5, or 3 m) lengths Optional kits allow for mounting to solid beams and purlins Double safety cable system, airfoil retainers, hub safety clips, Grade 8 hardware, fire relay, guy wires, and airfoil restraint system Standard colors are silver and yellow. Individualize your fan with one of our classic color upgrades, or work with our design consultants to create a shade that’s all your own. Controls Standard Controller Integrations BAFCon Upgrade4 Made from durable UV-resistant materials Rated IP55 Intuitive touchscreen interface On/O# and variable speed control Password protection Powered by fan drive Building automation systems (Modbus-RTU protocol) 0–10 V control Fire suppression systems Integrated SmartSense technology automatically adjusts fan speed based on seasonal conditions 24-bit color LCD display with resistive touchscreen protected in sleek metal and ABS housing Powered by fan drive A Pictured with 2 ft (610 mm) extension tube 59.6 in. (1514 mm) 30.1 in. (764 mm) 25.6 in. (650 mm) Lead times may vary. See full warranty for coverage information. Standard Controller Height: 4.86 in. (123 mm) Width: 4.54 in. (115 mm) Depth: 1.3 in. (29 mm) ¹ Weight does not include mount or extension tube. 2 Measure the distance from the tip of the winglet to the ceiling or major obstruction. 3 Airfoil restraint system comes standard on 20 –24 ft (6–7.3 m) fans and is an option for smaller diameter fans. The fire relay must be wired during install if required by local code. Guy wires are included with fans that have extension tubes 4 ft (1.2 m) or longer. 4 Optional upgrade available; ships separately. Standard Controller kbVB8bD R-/En- xM9 n b7 e go9c //A/nARER- 7bm 7B6BmBVB gcxDBV(ow gcxrmLw9Lb8 7BL BBB y<R/<R5< wR'R4<R'<-RyeRvRudta'abRvR 'R/e/ 8YBxBBB BBBBBB FBBBBBB D k66h G66 t t k66. oo W6666666 666666666 6666W666666 6 666666666 6666W6666 666666 666 k6 kbVB8bD R-/En- xM9 a b7 e go9c //A/nARER- 7bm 7B6BmBVB gcxDBV(ow gcxrmLw9Lb8 7BL BBB 5Rx<R 'Rc<Rx<0 7BxBWBI sot B4UB6BLBBoS 7BLB,B4BrVrB/eEdD//DRSBI ol B4UB6BLBBoS mBgB,BI ls B4UB6BrBB-5BrS mB,B,BI su B4UB6BrBB-5BrS mR'R<RpRy< pf"m' sdR5<RVRV<RR<R<R<<-R<<RV<RR<RRR<R<RsuRd idR5RR<<RR<RlR<RRR<R RRV<RNRR<Fd odRxRRRVRRRR<RsOeuCdR R"VRRRRRidiRVRRRR d 2<R<RRR<RRR<RRR<d tdR2<R<RR<RR<<R<R RVRRVRV<RR-RR<R R RRR<R-RR<R<<R<dR ldR6RV<RRVRRNddR R-RR<RRRR<RR<FR R<R <REuRd G666 66 k66h6 G66 6666W666G666 6666 6666 6666666666 k66 kbVB8bD R-/En- xM9 n b7 e go9c //A/nARER- 7bm 7B6BmBVB gcxDBV(ow gcxrmLw9Lb8 7BL BBB y<R/<R5<RN2dF kbVB8bD R-/En- xM9 a b7 e go9c //A/nARER- 7bm 7B6BmBVB gcxDBV(ow gcxrmLw9Lb8 7BL BBB 'Rx<RR/'2mRDelE 66666666 6666666666 60 ' - 0 " 60 ' - 0 " 20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0" Ex i s t i n g S t e e l B e a m Fan by Supplier (4) Guy wires by Supplier 20'-0" Existing Wood Joist 6666 ' 5<0 llBliBsuso Guy Wire Attachment per Sheet 4b Fan Attachment per Sheet 4 PG 5 JOB NO.251045 SHT 1 OF 6 DATE 11/14/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation STRUCTURAL CALCULATIONS FOR Fan - Red Bull Fan Installation LOCATED AT 1900 E. Deere Ave Santa Ana, CA REVISION 2 Dated 11/14/2025 Original Calculations BHB Consulting Engineers 2766 South Main Salt Lake City, Utah 84115 2026 Signed Date: 11/14/2025 JOB NO.251045 SHT 2 OF 6 DATE 11/14/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation Summary: Calculation Sheets Submitted:See calcs beginning w/ sheet I Design Loads 3 II Fan Attachment Detail 5 III Check Existing Structure 6 Address: 1900 E. Deere Ave Santa Ana, CA New fan will be installed in the existing roof structure. The fan will be installed with the specified mounting hardware to the existing steel beam. The existing steel beam is checked for the additional loads. The fan attachment connection to the steel beam is checked. JOB NO.251045 SHT 3 OF 6 DATE 11/14/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation Design Loads Structure Gravity Loads: Fan Self Weight =253 lb (Max - Including any Accessories) Fan Impact Load (per CBC 1607.11.2) =51 lb (Max - Including any Accessories) Roof Dead Load =12 psf (Min - Conservative for 5% Check) Roof Live Load =20 psf (Min - Conservative for 5% Check) Existing Structure and New Fan NOTES 2. Distance between beam supporting fan and adjacent, parallel beam on each side is at least 20 feet. 4. Do not attach more than 1 fan to the same existing steel beam (including existing fans). 5. Length of extension tube is no more than 2'-0". Tube weight does not exceed 4.4 lbs per foot of length. Contact structural engineer if any of these assumptions is not satisfied. 3. Contractor shall verify that no additional load is being supported by beam of interest, which was not considered in the original design, including fans already installed. 1. Unsupported beam length between supports (i.e. two girders, two walls or one girder and one wall) is at least 60 feet. Fan installation See Page 4 Existing Steel Beam Fan by supplier (4) Guy Wires by Fan supplier, wrap guy wires around adjacent parallel beams on each side ((2) wires per side) Existing Wood Joist JOB NO.251045 SHT 3b OF 6 DATE 11/14/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation Seismic Loads using ASCE 7-16 Per correspondence with fan supplier, guy wire break strength is over 1200 lbs. JOB NO.251045 SHT 4 OF 6 DATE 11/14/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation Fan Attachment Details Min Seismic Base Shear, Fph-min = 0.3*Sds*I = Section A-A Note: Smaller purlins occurring below roof deck but above steel girder, are not shown in detail above. Existing Steel Beam Fan by Supplier A A Existing Roof Deck Note: Guy wires shall attach to adjacent, perpendicular beams on each side of the beam which fan is attaching to. Guy wires shall attach at one location per beam (4 attachment points total). (4) Guy wires by fan supplier, see page 4b for attachment to Existing Joist JOB NO.251045 SHT 4b OF 6 DATE 11/14/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation Fan Attachment Details (Cont.) JOB NO.251045 SHT 5 OF 6 DATE 11/14/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation Check Existing Steel Beam For New Fan Weight Per Code Check Existing Steel Beam For New Fan Loads Based on 5% Rule. Existing Beam Span (worst case) = 60.00 ft Existing Beam Tributary Roof Width = 20.00 ft Existing Roof Design Dead Load =12 psf (Minimum) Existing Roof Design Live Load =20 psf (Minimum) Existing Beam Distributed Dead Load, Wdl =240 lb/ft Existing Beam Distributed Live Load, Wll =400 lb/ft Existing Beam Distributed Total, Wtot =640 lb/ft Maximum Moment in Existing Beam, Mact-max =288.0 Kip*ft Maximum Shear in Existing Beam, Vact-max =19.2 Kip 5% Change in Actual Moment, M-5% =14.4 Kip*ft 5% Change in Actual Shear, V-5% =0.96 Kip Fan Load (1 fan) =253 lb (Max - Including any Accessories) Fan Location =30 ft from left end Additional Moment in Beam Due to Fan, Mf =3.8 Kip*ft OKAY Additional Shear in Beam Due to Fan, Vf =0.25 Kip OKAY Since Mf < M-5% and Vf < V-5% Existing Beam is OK JOB NO.251045 SHT 6 OF 6 DATE 11/14/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation Check Fan Connection To Angles Gravity Load to Connection = lb Distance between Bolt Group =in Bolt Per Side = Lateral Shear Load to Connection, Vc = lb (Working) Tension per Bolt, Tb = lb Lateral Moment Load to Connection, Mc = lb*in (Working) Shear per Bolt, Tb = lb Bolt Grade = Bolt Diameter = in Bolt Yeild Stength =ksi (Minimum) Bolt Shear Stength =ksi (Minimum) Allowable Bolt Tension = lb Allowable Bolt Shear = lb Therefore Bolts OK 11094 5890 60 253 6.00 2 0 63 0 0 Grade 8 0.50 113 JOB NO.251045 SHT 1 OF 6 DATE 10/30/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation STRUCTURAL CALCULATIONS FOR Fan - Red Bull Fan Installation LOCATED AT 1900 E. Deere Ave Santa Ana, CA REVISION 1 Dated 10/30/2025 Original Calculations BHB Consulting Engineers 2766 South Main Salt Lake City, Utah 84115 2026 Signed Date: 10/30/2025 JOB NO.251045 SHT 2 OF 6 DATE 10/30/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation Summary: Calculation Sheets Submitted:See calcs beginning w/ sheet I Design Loads 3 II Fan Attachment Detail 5 III Check Existing Structure 6 Address: 1900 E. Deere Ave Santa Ana, CA New fan will be installed in the existing roof structure. The fan will be installed with the specified mounting hardware to the existing steel beam. The existing steel beam is checked for the additional loads. The fan attachment connection to the steel beam is checked. JOB NO.251045 SHT 3 OF 6 DATE 10/30/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation Design Loads Structure Gravity Loads: Fan Self Weight =253 lb (Max - Including any Accessories) Fan Impact Load (per CBC 1607.11.2) =51 lb (Max - Including any Accessories) Roof Dead Load =12 psf (Min - Conservative for 5% Check) Roof Live Load =20 psf (Min - Conservative for 5% Check) Existing Structure and New Fan NOTES 2. Distance between beam supporting fan and adjacent, parallel beam on each side is at least 20 feet. 4. Do not attach more than 1 fan to the same existing steel beam (including existing fans). 5. Length of extension tube is no more than 2'-0". Tube weight does not exceed 4.4 lbs per foot of length. Contact structural engineer if any of these assumptions is not satisfied. 3. Contractor shall verify that no additional load is being supported by beam of interest, which was not considered in the original design, including fans already installed. 1. Unsupported beam length between supports (i.e. two girders, two walls or one girder and one wall) is at least 60 feet. Fan installation See Page 4 Existing Steel Beam Fan by supplier (4) Guy Wires by Fan supplier, wrap guy wires around adjacent parallel beams on each side ((2) wires per side) JOB NO.251045 SHT 3b OF 6 DATE 10/30/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation Seismic Loads using ASCE 7-16 Per correspondence with fan supplier, guy wire break strength is over 1200 lbs. JOB NO.251045 SHT 4 OF 6 DATE 10/30/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation Fan Attachment Details Min Seismic Base Shear, Fph-min = 0.3*Sds*I = Section A-A Note: Smaller purlins occurring below roof deck but above steel girder, are not shown in detail above. Existing Steel Beam Fan by Supplier A A Existing Roof Deck Note: Guy wires shall attach to adjacent, perpendicular beams on each side of the beam which fan is attaching to. Guy wires shall attach at one location per beam (4 attachment points total). (4) Guy wires by fan supplier JOB NO.251045 SHT 5 OF 6 DATE 10/30/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation Check Existing Steel Beam For New Fan Weight Per Code Check Existing Steel Beam For New Fan Loads Based on 5% Rule. Existing Beam Span (worst case) = 60.00 ft Existing Beam Tributary Roof Width = 20.00 ft Existing Roof Design Dead Load =12 psf (Minimum) Existing Roof Design Live Load =20 psf (Minimum) Existing Beam Distributed Dead Load, Wdl =240 lb/ft Existing Beam Distributed Live Load, Wll =400 lb/ft Existing Beam Distributed Total, Wtot =640 lb/ft Maximum Moment in Existing Beam, Mact-max =288.0 Kip*ft Maximum Shear in Existing Beam, Vact-max =19.2 Kip 5% Change in Actual Moment, M-5% =14.4 Kip*ft 5% Change in Actual Shear, V-5% =0.96 Kip Fan Load (1 fan) =253 lb (Max - Including any Accessories) Fan Location =30 ft from left end Additional Moment in Beam Due to Fan, Mf =3.8 Kip*ft OKAY Additional Shear in Beam Due to Fan, Vf =0.25 Kip OKAY Since Mf < M-5% and Vf < V-5% Existing Beam is OK JOB NO.251045 SHT 6 OF 6 DATE 10/30/2025 FOR Fan - Red Bull DES. BY AP DESCRIPTION Fan Installation Check Fan Connection To Angles Gravity Load to Connection = lb Distance between Bolt Group =in Bolt Per Side = Lateral Shear Load to Connection, Vc = lb (Working) Tension per Bolt, Tb = lb Lateral Moment Load to Connection, Mc = lb*in (Working) Shear per Bolt, Tb = lb Bolt Grade = Bolt Diameter = in Bolt Yeild Stength =ksi (Minimum) Bolt Shear Stength =ksi (Minimum) Allowable Bolt Tension = lb Allowable Bolt Shear = lb Therefore Bolts OK 11094 5890 60 253 6.00 2 0 63 0 0 Grade 8 0.50 113 60 ' - 0 " 60 ' - 0 " 20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0" Ex i s t i n g S t e e l B e a m Fan by Supplier (4) Guy wires by Supplier YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments • Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. • Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. • If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. • In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. • Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs