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DOTE:
<br />-HE LOCATIONS FOR THE VAULT CONTAINING THE BACKFLOW PREVENTER,
<br />HE POST INDICATOR VALVE. AND THE FIRE DEPARTMENT CONNECTION
<br />ARE SITE SPECIFIC. COORDINATE LOCATIONS WITH CIVIL AND
<br />ARCHITECTURAL PLANS.
<br />SPARE HEAD BOX, PROVIDE THE FOLLOWING:
<br />* (6) OF EACH TYPE OF SPRINKLER USED
<br />* (1 ) WRENCH FOR EACH TYPE OF SPRINKLER USED
<br />FIELD LOCATE ADJACENT TO RISER.
<br />WATER MOTOR GONG
<br />MOUNT MIN. 7'-6"
<br />ABOVE FINISHED GRADE
<br />RETARD CHAMBER
<br />REQ. ALL
<br />INSTALLATIONS
<br />0 0!
<br />461
<br />p PRESSURE SWITCH
<br />AS REQ. BY FIRE
<br />0 o ALARM DESIGNER
<br />z U'
<br />Dl-o
<br />o �
<br />i
<br />OQ JW JLd
<br />z � Q 0 Q 0O
<br />J
<br />Q O
<br />00 0 0
<br />ALARM PIPING
<br />4" NPS MIN,
<br />ALARM VALVE
<br />MOUNT 24" - 60" AEE
<br />RISER CLAMP
<br />GROOVED CONNECTIONS
<br />ONLY ALLOWED ON PIPING
<br />LESS THAN 6" NPS
<br />NOTE:
<br />SYSTEM VALVES AND GAUGES SHALL BE
<br />ACCESSIBLE FOR OPERATION, INSPECTION,
<br />TESTS, AND MAINTENANCE. PER NFPA
<br />13,8.1.2.
<br />PRESSURE GAUGE TO
<br />BE VISIBLE FROM FLOOR
<br />RISER MANIFOLD W/ PRESSURE
<br />GAUGE, WATERFLOW SWITCH
<br />/ & INSPECTOR'S TEST VALVE
<br />(GROOVED CONNECTION AUTHORIZED
<br />FOR USE ON 6" MANIFOLD ASSY.)
<br />MOUNT 36" - 60" AFF
<br />CHECK VALVE
<br />TO FIRE
<br />DEPARTMENT
<br />CONNECTION
<br />MAIN DRAIN
<br />2" NPS MIN.
<br />l
<br />1 Ow
<br />�o
<br />z�
<br />Q
<br />0�0
<br />OUTSIDE STEM & YOKE (OS&Y)
<br />GATE VALVE W/ TAMPER
<br />SWITCH - CHAIN & LOCK IN Q
<br />OPEN POSITION o�
<br />z
<br />0
<br />O
<br />0
<br />Q
<br />J
<br />S
<br />Q
<br />0
<br />I
<br />0
<br />z_
<br />FIRE PROTECTION DESIGN CRITERIA
<br />ROOM NAME
<br />NFPA 13 HAZARD CLASSIFICATION
<br />DESIGN DENSITY
<br />(GPM/SQ FT)(AREA)
<br />SPRINKLER HEAD
<br />TEMPERATURE RATING
<br />DEC F
<br />SALES AREA
<br />ORDINARY HAZARD GROUP 2
<br />(0.20) (1500)
<br />165
<br />BREAK AREA
<br />ORDINARY HAZARD GROUP 2
<br />(0.20) (1500)
<br />165
<br />OFFICE
<br />LIGHT HAZARD
<br />(0.10) (1500)
<br />165
<br />RESTROOMS
<br />LIGHT HAZARD
<br />(0.10) (1500)
<br />165
<br />HALL
<br />LIGHT HAZARD
<br />(0.10) (1500)
<br />165
<br />RECEIVING/STAGING
<br />ORDINARY HAZARD GROUP 2
<br />(0.20) (1500)
<br />165
<br />SUPPORT
<br />IF NEEDED
<br />SUPPLE
<br />0 0
<br />a d
<br />z ®�1 BRANCH OR
<br />_ MAIN
<br />N 1 " X 1 /2"
<br />REDUCER
<br />SLEEVE FLOORL_JMIN. OF 6" NPS FIRE MAIN
<br />SUSPENDED
<br />PENETRATION
<br />CEILING
<br />NOTE:
<br />ALL RISER VALVES, FITTINGS & EQUIPMENT SHALL BE UL/FM APPROVED RECESSED
<br />FOR FIRE PROTECTION SERVICE. INSTALLATION SHALL COMPLY WITH ALL PENDENT
<br />NFPA REQUIREMENTS. PROVIDE TAMPER SWITCHES AND SUPERVISORY SPRINKLER HEAD
<br />CONTROLS AS REQUIRED.
<br />FIRE RISER CONCEPT DETAIL
<br />NO SCALE
<br />TYPICAL PENDENT SPRINKLER
<br />HEAD DETAIL
<br />SCALE: NOT TO SCALE
<br />CLEVIS I
<br />SUPPOR
<br />JOIST Of
<br />ABOVE -
<br />UNDERSIDE
<br />OF DECK
<br />(IF
<br />ICH
<br />TYPICAL UPRIGHT SPRINKLER
<br />HEAD DETAIL
<br />SCALE: NOT TO SCALE
<br />FIRE PROTECTION NOTES
<br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE TURN KEY
<br />INSTALLATION USING UNDERWRITER LABORATORIES UL LISTED PRODUCTS
<br />INCLUDING DESIGN, OBTAINING APPROVALS AND COORDINATION WITH OTHER
<br />TRADES. INSTALL TO MEET NFPA NO. 13 AND 72 AND THE LOCAL AUTHORITY
<br />HAVING JURISDICTION REQUIREMENTS.
<br />2, SUBMIT WORKING PLANS AND HYDRAULIC CALCULATIONS SIGNED AND SEALED
<br />BY A PROFESSIONAL FIRE PROTECTION ENGINEER REGISTERED IN THE STATE IN
<br />WHICH THE PROJECT IS LOCATED, TO AUTHORITIES THAT HAVE JURISDICTION.
<br />NORR, LLC DESIGN DOCUMENTS ARE FOR PERMIT PURPOSES, THE DESIGN IS
<br />NOT INTENDED TO LIMIT THE CONTRACTOR FROM PROVIDING ANOTHER DESIGN
<br />THAT MAY BE MORE ECONOMICAL AND STILL MEET THE REQUIREMENTS OF THE
<br />LOCAL AUTHORITY HAVING JURISDICTION.
<br />3, WORKING PLANS AND COMPUTERIZED HYDRAULIC CALCULATIONS SHALL BE
<br />PREPARED BY A MINIMUM LEVEL 3 N.I.C.E.T. CERTIFIED SPRINKLER LAYOUT
<br />DESIGNER. DRAWINGS SHALL BE SIGNED AND THE N.I.C.E.T. CERTIFICATE
<br />NUMBER INDICATED ON PLAN. ALL DRAWINGS, INCLUDING AS-BUILTS, SHALL
<br />BE SUBMITTED ON DISC USING AUTO CAD.
<br />4. THE HYDRAULIC CALCULATIONS SHALL INCLUDE THE PRESSURE DROP THROUGH
<br />ALL PIPE, FITTINGS AND DEVICES, INCLUDING THE PRESSURE DROP THROUGH
<br />THE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER, FROM THE MOST
<br />HYDRAULIC REMOTE POINT OF THE SPRINKLER SYSTEM TO THE LOCATION OF
<br />THE TEST HYDRANT.
<br />5, SUBMIT DRAWINGS TO LOCAL FIRE DEPT. AND OBTAIN NECESSARY
<br />APPROVALS, PERMITS AND CERTIFICATES PRIOR TO SUBMISSION TO THE
<br />ENGINEER FOR FINAL REVIEW.
<br />6. WHERE REQUIRED BY CODE OR DIRECTED BY LOCAL AUTHORITIES, CONTRACTOR
<br />SHALL PROVIDE SEISMIC HANGING & CONSTRAINTS ON ALL PIPING IN
<br />COMPLETE ACCORDANCE WITH THE LATEST ISSUE OF THE STATE MECHANICAL
<br />BUILDING CODE, LOCAL CODES AND NFPA.
<br />7. FIRE PROTECTION CONTRACTOR SHALL PROVIDE A GUARANTEE COVERING ALL
<br />DESIGN, INSTALLATION, MATERIAL AND WORKMANSHIP FOR ONE YEAR
<br />FOLLOWING DATE OF ACCEPTANCE BY CVS.
<br />8. THE HYDRAULIC CALCULATIONS SHALL BE BASED ON THE LATEST FLOW TEST
<br />DATA:
<br />9. THE FOLLOWING INFORMATION SHALL BE PROVIDED BY THE FIRE PROTECTION
<br />CONTRACTOR AT SUBMITTAL OF SHOP DRAWINGS AND CALCULATIONS:
<br />a. STATIC PRESSURE PSI: XX
<br />b. RESIDUAL PRESSURE PSI: XX
<br />c. FLOW GPM: XXXX
<br />d. FLOW/TEST HYDRANT LOCATIONS: Hyd.#1-Location. Hyd.#2-Location
<br />e. DATE OF TEST: XX-XX-XXXX
<br />f. TIME OF TEST: XXXX
<br />g. RESPONSIBLE PARTY CONDUCTING TEST: XXXX
<br />h. HYDRANT OUTLET DISCHARGE COEFFICIENT: XXXX
<br />10. PIPING SHALL BE SLOPED TO DRAIN BACK TO SPRINKLER RISER, AUXILIARY
<br />DRAINAGE IN ACCORDANCE WITH NFPA 13 SHALL BE PROVIDED FOR ALL
<br />TRAPPED SECTIONS OF PIPE.
<br />11, PIPE ALL DRAINS AND INSPECTOR'S TEST TO OUTSIDE, OR DISCHARGE TO A
<br />DRAIN APPROVED BY THE OWNER FOR SPRINKLER DISCHARGE,
<br />12. PROVIDE AUTOMATIC SPRINKLER BELOW OBSTRUCTIONS 48 INCHES AND WIDER.
<br />(PLATFORMS, DUCTWORK, STAIRWAYS, UNIT HEATER, ETC).
<br />13, PROVIDE 10 POUND ABC TRIPLE CLASS FIRE EXTINGUISHERS, BASED ON 3000
<br />SQ FT OF FLOOR AREA WITH A MAX OF 75 FT TRAVEL DISTANCE
<br />14. REFER TO THE ARCHITECTURAL DRAWINGS FOR REFLECTED CEILING PLANS AND
<br />COORDINATE ALL WORK WITH ALL OTHER CONTRACTORS PRIOR TO
<br />INSTALLATION OF THE SPRINKLER SYSTEM.
<br />_� 15. THE PUBLIC WATER SUPPLY IS NOT SUBJECT TO MICROBIAL INDUCED
<br />SEE NOTE�
<br />CORROSION (MIC).
<br />PITCH SMOOTH BORE
<br />BRANCH LINE 1'° CORROSION 16, THE SPRINKLER DESIGN SHALL BE BASED ON STANDARD RESPONSE
<br />RESISTANT SPRINKLERS. AT THE CONTRACTOR'S OPTION, EXTENDED COVERAGE SPRINKLER
<br />TEST VALVE IN OUTLET GIVING MAY BE USED, IN CONFORMANCE WITH NFPA 13 AND THE AUTHORITY HAVING
<br />READILY ACCESSIBLE FLOW JURISDICTION.
<br />LOCATION EQUIVALENT TO
<br />ONE SPRINKLER
<br />PLUG -FOR TESTING 45° ELBOW
<br />REMOVE AND INSTALL
<br />TEMPORARY SPLASH BLOCK
<br />CONNECTION
<br />UNION
<br />NOTE: TO MINIMIZE CONDENSATION OF WATER IN THE
<br />DROP TO THE TEST CONNECTION PROVIDE A NIPPLE -UP
<br />OFF OF THE BRANCH LINE.
<br />INSPECTOR TEST
<br />CONNECTION DETAIL
<br />SCALE: NOT TO SCALE
<br />FIRE PROTECTION SPECIFICATIONS
<br />A. PROVIDE STANDARD RESPONSE AUTOMATIC SPRINKLERS WITH HEAT -RESPONSIVE
<br />ELEMENT, 1/2 INCH ORIFICE FOR ORDINARY TEMPERATURE CLASSIFICATION
<br />RATING
<br />1. CONTRACTOR'S OPTION: PROVIDE EXTENDED COVERAGE SPRINKLERS
<br />B. FIRE DEPARTMENT WALL CONNECTION UL-405, CAST IRON BODY, ESCUTCHEON
<br />PLATE; BRASS, LUGGED CAPS WITH GASKETS AND BRASS, LUGGED SWIVEL
<br />CONNECTIONS, INCLUDE THREADS TO MATCH LOCAL FIRE DEPARTMENT SIZES AND
<br />THREADS, EXTENSION PIPE NIPPLES, CHECK DEVICES, AND ESCUTCHEON PLATE
<br />WITH MARKING "AUTO SPKR & STANDPIPE" OR AS REQUIRED BY LOCAL
<br />AUTHORITY HAVING JURISDICTION.
<br />C. ALARM DEVICES
<br />3. WATER FLOW INDICATOR: UL 346, VANE TYPE DETECTOR INCLUDING TWO
<br />SINGLE -POLE, DOUBLE -THROW SWITCHES FOR ISOLATED ALARM AND AUXILIARY
<br />CONTACTS COMPLETE WITH FALSE SIGNAL PREVENTION AND TAMPERPROOF
<br />PROTECTION.
<br />4. VALVE SUPERVISORY SWITCHES: UL 753, ELECTRICAL, SINGLE -POLE,
<br />DOUBLE -THROW WITH NORMALLY CLOSED CONTACTS. INCLUDE DESIGN THAT
<br />SIGNALS CONTROLLED VALVE/ INDICATOR -POST VALVE IS IN OTHER THAN FULLY
<br />OPEN POSITION.
<br />CONSULTANT:
<br />SEAL: HENRY D. MONTAGUE, PE 78172
<br />����Illlllfflld
<br />"\ C E N SF Oyu>/i
<br />,Z:�a No.76172 G
<br />�i' STATE OF
<br />+,.0
<br />�i��•�' LORIO
<br />THIS DR WIN SHALL NOT BE USED FOR
<br />CONSTRUCTI PURPOSES UNTIL THE SEAL AND
<br />SIGNATURE OF THE RESPONSIBLE REGISTRANT
<br />APPEARS ON THE DRAWING„ AND PROPER PERMIT
<br />FORMS AND RELATED FEES ARE TRANSMITTED BY
<br />THE OWNER, OWNER'S AGENT OR CONTRACTOR
<br />TO THE AUTHORITY HAVING JURISDICTION.
<br />DATE
<br />ISSUED FOR
<br />REV
<br />03/29/2021
<br />PEMB COORDINATION
<br />05/20/2021
<br />CIVIL SUBMISSION
<br />05/20/2021
<br />DUKE COORDINATION
<br />06/07/2021
<br />PEMB COORDINATION 02
<br />08/09/2021
<br />CIVIL RESUBMISSION 1
<br />08/25/2021
<br />OWNER REVIEW
<br />1 1 /08/2021
<br />REVISED ELEVATIONS
<br />1 1 /29/2021
<br />PERMIT SUBMITTAL
<br />Project Manager
<br />Drawn
<br />L. LONG
<br />R. McCARTHY
<br />Project Leader
<br />Checked
<br />L. LONG
<br />H. MONTAGUE
<br />Date
<br />Dept Mgr Approval
<br />02/23/2021
<br />H. MONTAGUE
<br />Client
<br />PALMETTO ZEPHYRHILLS - GALL BLVD., LLC
<br />P.O. Box 1615,
<br />Thomasville, GA 31 799
<br />Office: (229) 226-1 1 77
<br />Contact: Daniel Tubb
<br />Project
<br />DOLLAR GENERAL
<br />Corner of Gall Boulevard and C
<br />Avenue,
<br />Zephyrhills, FL 33542
<br />(City of Zephyrhills)
<br />Store #: 23227
<br />Drawing Title
<br />FIRE PROTECTION SCHEDULES,
<br />NOTES + DETAILS
<br />DO NOT SCALE DRAWING
<br />Project No.
<br />Drawing No.
<br />,JCDT.20.0451
<br />FP1
<br />
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