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4th & Mortimer Building B - Fire Flow Analysis Curve
<br />60
<br />STATIC PRESSURE: 54 PSI @ 0 GPM
<br />50 - STATIC PRESSURE: 50 PSI @ 1126 GPM
<br />40 -
<br />I
<br />30
<br />20
<br />CL
<br />REQUIRED FIRE FLOW: 20 PSI @ 2715 GPM
<br />10
<br />AVAILABLE FIRE FLOW: 20 PSI @ 3575 GPM
<br />0
<br />-10
<br />211W)800000200400160018002000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600
<br />Flow (GPM)
<br />S-P2 0.54)
<br />Q2 - Q1 * (S-pl
<br />Where:
<br />Qt: Flow test GPM = 1,126 GPM
<br />S: Flow test static pressure = 54 PSI
<br />Pt: Flow test residual pressure = 50 PSI
<br />P2: 20 PSI
<br />Q2: Available flow at 20 PSI
<br />54-20 0.54
<br />Q2 = 1,126 * (54-50)
<br />Q2 = 3,575 GPM
<br />Note: See fire flow graph included.
<br />Conclusion:
<br />Because the available water flow (3,575 GPM at 20 PSI) exceeds the building water demand (2,715 GPM at 20
<br />PSI), the water supply is adequate for the protection of the proposed building.
<br />Note: These findings are for available site water flow only and do not prove available pressures inside the building as required
<br />by afire sprinkler system.
<br />Thank You,
<br />Craig Spicer
<br />Manager- Engineering Department
<br />Automatic Fire Sprinklers
<br />714-841-2066 x410
<br />June 27, 2022
<br />KTGY
<br />Attn: Debbie Holland
<br />Reference: 4'h & Mortimer Building B
<br />Santa Ana, CA
<br />Building Description:
<br />Mixed -use 5-story structure combining 70 residential units with parking located in Santa Ana, California.
<br />Building Areas:
<br />Level 01:
<br />21,550 sq.ft. (Type I -A) / 20,501 sq.ft. (Type III -A)
<br />Level 02:
<br />21,550 sq.ft. (Type I -A) / 20,501 sq.ft. (Type III -A)
<br />Level 03:
<br />21,550 sq.ft. (Type I -A) / 20,501 sq.ft. (Type III -A)
<br />Level 04:
<br />21,550 sq.ft. (Type I -A) / 20,501 sq.ft. (Type III -A))
<br />Level 05:
<br />20,501 sq.ft. (Type III -A)
<br />Total Area Type I -A: 86,200 sq.ft.
<br />Total Area Type III -A: 102,505 sq.ft.
<br />Total Area: 188,705 sq.ft.
<br />Fire Flow Demands:
<br />Fire Flow Per Construction Type (CFC 2019 Table B 105.1(2) with 50% reduction per OCFA Guideline B-09)
<br />Type I -A: 188,705 sq.ft. = 2,375 GPM
<br />Type III -A: 188,705 sq.ft. = 3,000 GPM
<br />Percentage of Building:
<br />Type I -A: (86,200 sq.ft. / 188,705 sq.ft.) * 100 = 45.7%
<br />Type III -A: (102,505 sq.ft. / 188,705 sq.ft.) * 100 = 54.3%
<br />Therefore:
<br />(.457 x 2,375 GPM) + (.543 x 3,000 GPM) = 2715 GPM
<br />The required minimum fire -flow is 2,715 GPM.
<br />Building Fire Flow Available:
<br />The following calculation is used to determine the total available flow at 20 PSI. Water flow information
<br />corresponds to Hydrant #3896.
<br />4th & Mortimer Building A - Fire Flow Analysis Curve
<br />60
<br />STATIC PRESSURE: 54 PSI @ 0 GPM
<br />50 STATIC PRESSURE: 50 PSI @ 1126 GPM
<br />40
<br />30
<br />ff
<br />20 -�
<br />REQUIRED FIRE FLOW: 20 PSI @ 2937 GPM
<br />10-1
<br />L AVAILABLE FIRE FLOW: 20 PSI @ 3575 GPM
<br />10
<br />20&80m00D20040016001800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600
<br />Flow (GPM)
<br />Building Fire Flow Available:
<br />The following calculation is used to determine the total available flow at 20 PSI. Water flow information
<br />corresponds to Hydrant #3896.
<br />0.54
<br />Q2 -Qt *(S-P2)
<br />S-P1
<br />Where:
<br />Qt: Flow test GPM = 1,126 GPM
<br />S: Flow test static pressure = 54 PSI
<br />Pi: Flow test residual pressure = 50 PSI
<br />P2: 20 PSI
<br />Q2: Available flow at 20 PSI
<br />54-20 0.54
<br />Q2 = 1,126 * (54-50)
<br />Q2 = 3,575 GPM
<br />Note: See fire flow graph included.
<br />Conclusion:
<br />Because the available water flow (3,575 GPM at 20 PSI) exceeds the building water demand (2,937 GPM at 20
<br />PSI), the water supply is adequate for the protection of the proposed building.
<br />Note: These findings are for available site water flow only and do not prove available pressures inside the building as required
<br />by afire sprinkler system.
<br />Thank You,
<br />Craig Spicer
<br />Manager- Engineering Department
<br />Automatic Fire Sprinklers
<br />714-841-2066 x410
<br />June 27, 2022
<br />KTGY
<br />Attn: Debbie Holland
<br />Reference: 4'h & Mortimer Building A
<br />Santa Ana, CA
<br />Building Description:
<br />Mixed -use 7-story structure combining 99 residential units with parking, commercial, and amenity located in Santa
<br />Ana, California.
<br />Building Areas:
<br />Level 01:
<br />45,340 sq.ft. (Type I -A) / 5,286 sq.ft. (Type III -A)
<br />Level 02:
<br />33,084 sq.ft. (Type I -A) / 5,286 sq.ft. (Type III -A)
<br />Level 03:
<br />21,335 sq.ft. (Type I -A) / 36,851 sq.ft. (Type III -A)
<br />Level 04:
<br />21,335 sq.ft. (Type I -A) / 21,325 sq.ft. (Type III -A)
<br />Level 05:
<br />21,335 sq.ft. (Type I -A) / 23,644 sq.ft. (Type III -A)
<br />Level 06:
<br />23,644 sq.ft. (Type III -A)
<br />Level 07:
<br />23,644 sq.ft. (Type III -A)
<br />Total Area Type I -A: 142,429 sq.ft.
<br />Total Area Type III -A: 139,680 sq.ft.
<br />Total Area: 282,109 sq.ft.
<br />Fire Flow Demands:
<br />Fire Flow Per Construction Type (CFC 2019 Table B 105.1(2) with 50% reduction per OCFA Guideline B-09)
<br />Type I -A: 282,109 sq.ft. = 2,875 GPM
<br />Type III -A: 282,109 sq.ft. = 3,000 GPM
<br />Percentage of Building:
<br />Type I -A: (142,429 sq.ft. / 282,109 sq.ft.) * 100 = 50.5%
<br />Type III -A: (139,680 sq.ft. / 282,109 sq.ft.) * 100 = 49.5%
<br />Therefore:
<br />(.505 x 2,875 GPM) + (.495 x 3,000 GPM) = 2,937 GPM
<br />The required minimum fire -flow is 2,937 GPM.
<br />SoCal Flow Testing
<br />3741 Rose Dr, Yorba Linda, CA 92886
<br />714-261-5716 *** 714-393-3877
<br />email: info@socalflowtest.com
<br />Hydrant Flow Test Report
<br />Project Test date
<br />11/19/21
<br />Address 4th St & Mortimer St Test time
<br />09:00
<br />City Santa Anal State CA File no.
<br />Test hydrant location Northeast corner of 5th St & Mortimer St
<br />Hydr # 3896 Elev (ft +/-)
<br />Grade
<br />Flow hydrant location Northeast corner of 5th St & Mintner St
<br />Hydr # 3895 Elev (ft +/-)
<br />Grade
<br />Static Pressure 54 PSI Report Date
<br />11/19/21
<br />Outlet C-value Diam Pitot Volume
<br />A 0.9 2.0 0 PSI 0
<br />GPM
<br />B 0.9 2.5 45 PSI 1126
<br />GPM
<br />C 0.9 3.0 0 PSI 0
<br />GPM
<br />D 0.83 4.0 0 PSI 0
<br />GPM
<br />Residual Pressure 50 PSI at an observed volume of 1126
<br />GPM
<br />Projected Pressure 20 PSI calculates to a volume of 3575
<br />GPM
<br />Although the results are accurate for the date and time given, they may not accurately reflect higher
<br />or lower readings which vary due to seasonal conditions and time of day.
<br />Per NFPA 24-10, Table C.4.10.1(a), note 1, Q=29.84 x c(d)2(p)05 Symbols
<br />Per NFPA 24-10, Paragraph C.4.10.1.2, Qr = Qf x (hr/h,)0 54 0 = Test hydrant
<br />Test by: Hildebrandt = Flow hydrant
<br />W . limp,
<br />Witness Jason Clemente T
<br />F
<br />Water Services Quality Inspector
<br />Santa Ana Public Works
<br />Client Josh RuizfP.r
<br />Fuscoe Engineering
<br />(949) 474-1960 ,
<br />w lei • _ en�n.o_ � �
<br />V�
<br />cc: ryhernandez@santa-ana.org
<br />jclemente5@santa-arta.org
<br />jruiz@fuscoe.com
<br />anelson@redoakinv.com
<br />oIa�
<br />OCFA WATER AVAILABILITY FORM
<br />SECTION A: To be completed by customer
<br />Project Name: OCFA SR #: rtir, •,.,��tiR .
<br />Projeet,Address: L4134 sr-., AND City: A-J^ __ _
<br />Applicant Phone Fax #: ( )
<br />Arearof largest building ft'; Construction type? (check one): to is nn us tun fltT13 tv `vp
<br />❑aaoo®c
<br />Is this building sprinklered throughout? (check one) u Q f
<br />SECTION B: To be completed by local water department/district
<br />Customer to provide results_ to OCFA
<br />Water Department/District: (-tTY OF 5Anr t A /{NA PV
<br />- OLAL. waR-K, AGArNGY
<br />Test location (indicate address or cross -streets & provide reference map): uar_,,_of STH $ Mo�LT I ""�IIC
<br />Hydrant number(s) (if applicable)` T425-: 3$ q 6 1= Cov`l ; 3�6 C1 r�-
<br />Elevation of test hydrant: 6ilLAOL feet above sea level
<br />'Date of Test': 'I f I a/ Z I Time of test': o o
<br />`tiL9 P.m
<br />Test to be,performed as c±ose as possible to the time that the lowest flows and pressures are expected (e.g., M-F. 6:00 9:00 am and 5:00 -stOQ prj y
<br />is
<br />FLOW TEST RESULTS
<br />TEST INFORMATIONIS VALID FOR 6 MONTHS FROM DATE TESTIS PERFORMED
<br />,i
<br />S
<br />Static pressure: L, psi Residual pressure: 5 C) psi
<br />Observed flow: LiSr51� + ( Zy6 gpm Flow calc'd at 20 psi: �>5 -�Sgpm
<br />Check.the box if,the 3est in
<br />forl )ation above was obtained in a manner other thar an actUal tow test Pi e. by computer modeling).
<br />Based on fluctuations known to exist at the site of the test, provide estimated values for the following:
<br />Maximum static pressure psi Minimum static pressure psi
<br />Minimum residual pressure psi Minimum residual flow gpm
<br />I have witnessed and/or reviewed this water flow information and by personal knowledge and/or on -site
<br />observation certify that the above information is correct.
<br />Name: S A*5atd it E Company./Agency: PwAi �M UC- 5,AA/% ,kkA
<br />Signature: _ Title: `V/300V JE9-J(c&5 OL?^%�r-j Lk6#&Ct0K_
<br />Date: (l t � 'L 1 -- � - • -_- «
<br />RO*d
<br />Architecture + Planning
<br />17911 Von Karman Ave.
<br />Suite 200
<br />Irvine, CA 92614
<br />ktgy.com
<br />949.851.2133
<br />KTGY Project No: 2017-0934
<br />Project Contact: Debbie Holland
<br />Email: dholland@ktgy.com
<br />Principal: Wil Wong
<br />Project Designer: D. Schoolmeester
<br />Project Director: Debbie Holland
<br />Developer
<br />ED OAK
<br />INV1'S'I'MEN'I'S
<br />4199 CAMPUS DRIVE
<br />IRVINE, CA 92612
<br />PHONE NO. (714) 342-2502
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<br />It is the clients responsibility prior to or during construction to notify the architect in writing
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<br />of any perceived errors or omissions in the plans and specifications of which a contractor
<br />thoroughly knowledgeable with the building codes and methods of construction should
<br />reasonably be aware. Written instructions addressing such perceived errors or omissions
<br />shall be received from the architect prior to the client or clients subcontractors proceeding
<br />with the work. The client will be responsible for any defects in construction if these
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<br />procedures are not followed.
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<br />ARCyIT
<br />ILL
<br />G��SED
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<br />No. C29795 *
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<br />RENEWAL DATE
<br />AUGUST 31, 2023 Nr
<br />9�F OF �F
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<br />License Stamp
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<br />FIRE FLOW TEST
<br />REPORT
<br />1
<br />COPYRIGHT n
<br />Al -30.1
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