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Plan Review Details - Permit 25090901

Plan Review Stops For Permit 25090901

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	C	Date	10-08-2025			Cont ID
Sent By	hlopez			Date	10-08-2025	Time	10:15	Rev Time	0.00
Received By	hlopez			Date	09-29-2025	Time	14:39	Sent To

Notes

2025-10-08 10:21:58.00000	CALLED TO LET THEM KNOW PERMIT IS READY
2025-10-08 10:16:45.00000	PLAN REVIEW PERMIT #: 25090901
	PROJECT: EOC
	LOCATION: 6850 W GEORGE BLVD
	CONTRACTOR:
	OCCUPANCY: BUSINESS
	REVIEWED BY: JASON RAPER, DIVISION CHIEF FIRE MARSHAL
	DATE: 10/8/25
	PLANS WERE REVIEWED UTILIZING THE FLORIDA FIRE
	PREVENTION CODE (FFPC), FLORIDA STATUTE, FLORIDA
	ADMINISTRATIVE RULE, AND ANY REFERENCE NFPA CODE OR
	STANDARD. _____________________________________________
	___________________________________
	APPROVED - REVIEW FEE – $100 + INSPECTION FEE $50 =
	$150
	G.ANCHORS: CONCRETE THRUST BLOCKS SHALL BE PLACED AT
	ALL BENDS, TEES, PLUGS, AND OTHER FITTINGS TO PROVIDE
	LATERAL SUPPORT. THRUST BLOCKS SHALL CONFORM TO THE
	DETAILS SHOWN ON THE ILLUSTRATIVE STANDARDS. CONCRETE
	SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28
	DAYS, AND SHALL HAVE A MINIMUM CURING TIME OF 3 DAYS.
	THE POURED CONCRETE SHALL BE LEFT EXPOSED FOR A MINIMUM
	OF 24 HOURS BEFORE BACKFILLING AND NOT MORE THAN 48
	HOURS.
	U.FIRE HYDRANT TESTS: PRIOR TO FINAL ACCEPTANCE, ALL
	FIRE HYDRANTS SHALL BE TESTED FOR STATIC, AND RESIDUAL
	PRESSURES, AND FLOW RATE IN GALLONS PER MINUTE (GPM) TO
	DETERMINE THE CAPACITY RATING OF THE HYDRANTS.
	NFPA24:10.4.1 PROTECTION FROM CORROSION.
	NFPA24:10.4.1.1 COATINGS.
	ALL BOLTED JOINT ACCESSORIES SHALL BE CLEANED AND
	THOROUGHLY COATED WITH ASPHALT OR OTHER
	CORROSION-RETARDING MATERIAL AFTER INSTALLATION.
	NFPA24:10.10 TESTING AND ACCEPTANCE.
	NFPA24:10.10.1 APPROVAL OF UNDERGROUND PIPING.
	THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR THE
	FOLLOWING:
	• (1) NOTIFYING THE AHJ AND THE OWNER'S REPRESENTATIVE
	OF THE TIME AND DATE TESTING IS TO BE PERFORMED
	• (2) PERFORMING ALL REQUIRED ACCEPTANCE TESTS
	• (3) COMPLETING AND SIGNING THE CONTRACTOR'S MATERIAL
	AND TEST CERTIFICATE(S) SHOWN IN FIGURE 10.10.1