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Plan Review Details - Permit 25030106

Plan Review Stops For Permit 25030106

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	A	Date	03-11-2025			Cont ID
Sent By	cshackel			Date	03-11-2025	Time	15:26	Rev Time	0.00
Received By	cshackel			Date	03-05-2025	Time	10:55	Sent To

Notes

2025-03-11 15:29:27.00000	PLAN REVIEW #: 25030106
	PROJECT: AMAZON - UNDERGROUND
	LOCATION: 1249 US 27
	OCCUPANCY: STORAGE
	REVIEWED BY: JASON RAPER, DIVISION CHIEF FIRE MARSHAL
	DATE: MARCH 11, 2025
	PLANS WERE REVIEWED UTILIZING THE FLORIDA FIRE
	PREVENTION CODE (FFPC), FLORIDA STATUTE, FLORIDA
	ADMINISTRATIVE RULE, AND ANY REFERENCE NFPA CODE OR
	STANDARD. _____________________________________________
	_______________________________ APPROVED – WITH NOTES –
	INSPECTIONS REQUIRED THRUST BLOCKING, RESTRAINTS,
	PRESSURE TEST, AND FLOW TEST
	FOLLOW ALL REQUIREMENTS WITH HIGHLANDS COUNTY –
	TECHNICAL STANDARDS MANUAL – SECTION FOUR PUBLIC WATER
	SYSTEM DESIGN AND CONSTRUCTION STANDARDS
	HTTPS://LIBRARY.MUNICODE.COM/FL/HIGHLANDS_COUNTY/CODES/
	TECHNICAL_STANDARDS_MANUAL
	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.
	FLUSHING: ALL WATER MAINS SHALL BE FLUSHED TO REMOVE
	ALL SAND AND OTHER FOREIGN MATTER. THE VELOCITY OF THE
	FLUSHING WATER SHALL BE AT LEAST 2.5 FEET PER SECOND.
	FLUSHING SHALL BE TERMINATED AT THE DIRECTION OF THE
	PROJECT ENGINEER. THE CONTRACTOR SHALL DISPOSE OF THE
	FLUSHING WATER WITHOUT CAUSING A NUISANCE OR PROPERTY
	DAMAGE.
	1. S.
	HYDROSTATIC TESTS:
	1. ALL COMPONENTS OF THE WATER DISTRIBUTION SYSTEM,
	INCLUDING FITTINGS, HYDRANTS, SERVICES, CONNECTIONS,
	AND VALVES SHALL BE HYDROSTATIC TESTED. SPECIFIC
	DISTRIBUTION SYSTEM COMPONENTS INCLUDING FITTINGS,
	VALVES, AND HYDRANTS, SHALL REMAIN UNCOVERED UNTIL
	TESTED AND APPROVED, PROVIDED, HOWEVER, THAT PIPE
	TRENCHES UNDER TRAVELED STREETS OR ROADS MAY BE
	BACKFILLED WITH THE PERMISSION OF THE PROJECT ENGINEER.
	NO TESTING SHALL BE DONE UNTIL ALL CONCRETE TRUST
	BLOCKING IS IN PLACE AND SET. IF HIGH EARLY STRENGTH
	CONCRETE IS USED, TESTING MAY BE CONDUCTED 48 HOURS
	AFTER THE CONCRETE IS PLACED; OTHERWISE, TRUST BLOCK
	CONCRETE MUST CURE 5 DAYS BEFORE PRESSURE TESTING
	COMMENCES. IN TESTING, THE PART OF THE SYSTEM UNDER
	TEST SHALL BE FILLED WITH POTABLE WATER AND SUBJECTED
	TO A SUSTAINED PRESSURE OF 150 PSI. THE PIPING SHALL BE
	TESTED IN SECTIONS, THEREBY
2025-03-05 11:06:49.00000	LWILTROUT@TUCKERPAVING.COM