13-96 (2)-079PREACTION SYSTEM VALVE AND CABINET
VICTAULIC FIRELOCKO FME -PAC:
Provide a pre- assembled Preaction fire protection valve mounted completely within a 12
gauge steel cabinet. Cabinet shall be coated with red ASA -61 electrostatically applied
polyester powder coating. Unit shall be UL Listed and FM- Global Approved with all
materials and wiring conforming to NFPA requirements. Unit shall be provided with all
necessary valves, switches, gauges, and air supply system for proper operation and shall be
pre -wired to a control panel. All external electrical connections shall be accessible through
an enclosure on the outside of the cabinet. Water inlet, system supply, and drain
connections shall be grooved for ease of installation. Victaulic Style 745 FireLock®
Fire -Pac
PREACTION VALVE:
Low differential, latched clapper design, black enamel coated ductile iron body conforming
to ASTM A -536, grade 65- 45 -12, aluminum bronze clapper, stainless steel spring and shaft,
peroxide cured EPDM diaphragm, EPDM seal, brass seat, and Nitrile seat 0-rings. Valve
internal parts shall be replaceable without removing the valve from the installed position.
Valve shall be externally resettable. Water working pressure is 300 psi. Does not require a
separate check valve downstream of preaction valve. Valve shall be, in a Victaulic Style
745 FireLock® Fire -Pac utilizing Victaulic FireLock® NXT Series 769. The preaction valve
will be an equipped with an additional Victaulic Series 705 FireLockO downstream of
preaction valve for use on annual trip test and 3 -year full flow trip test.
DOUBLE INTERLOCK PREACTION SYSTEM CABINET:
Contractor shall provide Double Interlock Preaction System Cabinet Victaulic
Series 745 FireLock Fire -Pac Part # SP0207457AB1Bl 1, which includes Victaulic FireLock
NXT Series 769 Actuated Valve with Preaction Trim with Pneumatic /electrical release, a 1/6
HP compressor, PDRP -2001 release panel, and additional supervised control valve. Size: 2 ".
4' DOUBLE DETECTOR
CHECK VALVE WITH
TAMPER SWITCHES.
4'
9' -1
J�
4•
10' -1
4'
50' -0'
R
NEW 12'
MAIN LINE
NOTE:
FOR HYDRAULIC CALCULATION REFERENCE ONLY.
REFER TO CIVIL ENGINEER DRAWINGS FOR DDCV
AND FDC EXACT LOCATIONS.
4' FIRE SPRINKLER RISER
TO SYSTEM. SEE FLOOR
PLANS FOR CONTINUATION.
FIRE SPRINKLER WATER SERVICE ISOMETRIC
SCALE: N.T.S.
ADJUSTIBLE
CLEVIS HANGER
EXPANSION
SHIELD
(HORIZONTAL)
SIDE BEAM
ATTACHMENT
CONCRETE ALL THREADED
BEAM HANGER ROD
SIDE BEAM ATTACHMENT
NOTE:
ADJUSTIBLE
SWIVEL RING HANGER
ALL THREADED
HANGER ROD
CONCRETE
SLAB
NUT
ALL THREADED
IN.
MM
HANGER ROD
I
9.5
NUT
SWIVEL RING
12.7
CLEVIS HANGER
HANGER
s
ALL THREADED
,
HANGER ROD
PIPE (4' AND
15
15
LARGER)
: \ \ ^:
USED IN LIEU OF LISTED CONC.
12
INSERTS WHERE APPROVED BY
12
STRUCTURAL ENGINEER
12
12
-
-
ADJUSTIBLE
CLEVIS HANGER
EXPANSION
SHIELD
(HORIZONTAL)
SIDE BEAM
ATTACHMENT
CONCRETE ALL THREADED
BEAM HANGER ROD
SIDE BEAM ATTACHMENT
NOTE:
ADJUSTIBLE
SWIVEL RING HANGER
ALL THREADED
HANGER ROD
CONCRETE
SLAB
NUT
DIAMETER OF ROD
IN.
MM
UP TO 4'
ADJUSTABLE
9.5
WEDGE
SWIVEL RING
12.7
ANCHOR
HANGER
1 15.9
ALL THREADED
PIPE (1' TO 3')
HANGER ROD
15
15
15
POWDER DRIVEN STUDS MAY BE
15
USED IN LIEU OF LISTED CONC.
12
INSERTS WHERE APPROVED BY
12
STRUCTURAL ENGINEER
CENTER I -BEAM
CLAMP
Fl ALL THREADED
HANGER ROD
SELF DRILLING
CONCRETE WEDGE ANCHOR
STEEL I BEAM
OR BAR JOIST
ElTOP BEAM
CLAMP W/
LOCK NUT
R-ALL THREADED
HANGERROD
CENTER I -BEAM CLAMP TOP BEAM CLAMP
HANGERS DETAILS
HANGER ROD SIZES
THE COMPONENTS OF HANGER ASSEMBLIES THAT
DIRECTLY ATTACH TO THE PIPE OR M THE BUILDING
STRUCTURE SHALL BE LISTED FOR THEIR INTENDED
SERVICE
PIPE SIZE
DIAMETER OF ROD
IN.
MM
UP TO 4'
3/8
9.5
5', 6' do 8'
1 1/2
12.7
10' do 12'
1 5/8
1 15.9
MAXIMUM DISTANCE BETWEEN HANGERS (Fib
NOMINAL PIPE SIZE (IN)
1
1 -y4
1 -11
2
2 -1i
3
4
6
8
STEEL PIPE EXCEPT THEADED LIGHTWALL
12
12
15
15
15
15
15
15
15
THREADED LIGHTWALL STEEL PIPE
12
12
12
12
12
12
-
-
-
CPVC
6
6.5
7
8
9
10
-
-
-
NOTES:
1. ALL PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH NFPA -13. EACH SECTION OF PIPE SHALL
HAVE NO LESS THAN ONE HANGER.
2. THE DISTANCE BETWEEN A HANGER AND THE CENTERLINE OF AN UPRIGHT SPRINKLER SHALL NOT
BE LESS THAN 3 IN.
3. THE UNSUPPROTED LENGTH BETWEEN THE END SPRINKLER AND THE LAST HANGER ON BRANCH
LINES SHALL NOT BE GREATER THAN 36' FOR 1' PIPE, 48' FOR 1 -1/4' PIPE AND 60' FOR 1 -1/2'
OR LARGER PIPE. EXTEND BRANCH LINE AND PROVIDE ADDITIONAL HANGER WHERE REQUIRED.
4. MAXIMUM HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A SPRINKLER, SPRINKLER DROP,
OR SPRING -UP SHALL NOT EXCEED 24 IN. FOR STEEL PIPE
5. WALL- MOUNTED SIDEWALL SPRINKLERS SHALL BE RESTRAINED TO PREVENT MOVEMENT PER NFPA 13.
6• HANGERS FOR MAINS SHALL BE IN ACCORDANCE WITH TABLE SHOWN ABOVE (MAXIMUM DISTANCE
BETWEEN HANGERS) OR BETWEEN EACH BRANCH LINE, WHICHEVER IS THE LESSER DIMENSION.
7. RISERS SHALL BE SUPPORTED BY PIPE CLAMPS OR BY HANGERS LOCATED ON THE HORIZONTAL
CONNECTIONS WITHIN 24 IN. OF THE CENTERLINE OF THE RISER. DISTANCE BETWEEN SUPPORTS FOR
RISER SHALL NOT EXCEED 25 FT.
8. RISERS SUPPORTS IN MULTISTORY BUILDINGS SHALL BE PROVIDED AT THE LOWEST LEVEL, AT EACH
ALTERNATE LEVEL ABOVE, ABOVE AND BELOW OFFSETS, AND AT THE TOP OF THE RISER. SUPPORTS
ABOVE THE LOWEST LEVEL SHALL ALSO RESTRAIN THE PIPE TO PREVENT MOVEMENT BY AN UPWARD
THRUST WHERE FLEXIBLE FITTINGS ARE USED.
9• PROVIDE SUPPLEMENTARY STEEL TRAPEZE SUPPORTS BETWEEN BUILDING STRUCTURAL MEMBERS (BAR
JOISTS) AS REQUIRED TO SUPPORT PIPE HANGERS. SIZE TRAPEZE PER NFPA -13.
PIPE HANGER DETAIL
SCALE N.T.S.
u
SIGHT GLASS
ORIFICE UNION
2' TEST DRAIN
TO EXTERIOR
SPRINKLER RISER
INDICATING FLOOR
CONTROL VALVE
PRESSURE
GAGE
WATER FLOW
ALARM SWITCH
SPRINKLER
MAIN
INSPECTORS
TEST VALVE
AUXILIARY
DRAIN
VALVE
6' -8' AFF
MINIMUM
FLOOR CONTROL VALVE ASSEMBLY
SCALE N.T.S.
FIRE PROTECTION GENERAL NOTES
1. THE FIRE PROTECTION SYSTEM INSTALLATION AND MATERIALS SHALL BE IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE, NFPA 13, 14, 25, 101 AND ALL LOCAL FIRE
CODES AND ORDINANCES.
2. SPRINKLER SYSTEM TO BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION
CONTRACTOR.
3. THE WORK THAT IS TO BE DONE UNDER THIS CONTRACT INCLUDES THE FURNISHING OF
ALL LABOR, MATERIALS AND EQUIPMENT, PERMITS, FEES, INSPECTIONS, TESTS, INSURANCE,
ETC. REQUIRED FOR THE COMPLETION OF THE FIRE PROTECTION SYSTEM SHOWN ON THE
DRAWINGS AND LISTED HEREIN.
4. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY BEND, OFFSET
OR OTHER FITTINGS WHICH MAY BE REQUIRED FOR THE INSTALLATION IN THE SPACE
ALLOCATED, OR FOR COORDINATION WITH OTHER TRADES. CONTRACTOR SHALL COORDINATE
WITH STRUCTURE, CEILING GRID AND ELEVATION, AND OTHER MECHANICAL, ELECTRICAL AND
PLUMBING SERVICES BEFORE FABRICATING AND INSTALLING SPRINKLER PIPING. MAKE
OFFSETS IN PIPING AS REQUIRED PER FIELD CONDITIONS. MAINTAIN 6' CLEARANCE
BETWEEN PIPING AND 1 AND 2 HOUR RATED WALLS INCLUDING CORRIDOR WALLS.
5• ALL FIRE PROTECTION EQUIPMENT AND DEVICES SHALL BE U.L LISTED AND /OR FM
APPROVED.
ALL PIPING, HANGERS, SUPPORT METHOD AND SPRINKLER HEADS TO BE INSTALLED IN
STRICT ACCORDANCE WITH NFPA 13 AND ALL LOCAL CODES AND ORDINANCES.
6. SPRINKLER HEADS SHALL BE U.L LISTED AND FM APPROVED AS INDICATED IN SCHEDULE
RATED FOR 175 PSI WORKING PRESSURE, AND PROVIDED IN ACCORDANCE WITH SCHEDULE
SHOWN ON THIS SHEET. PROVIDE HEAD GUARDS ON SPRINKLERS LOCATED IN MECHANICAL
AND ELECTRICAL ROOMS. CONTRACTOR SHALL PROVIDE A WALL- MOUNTED SPRINKLER HEAD
CABINET CONTAINING SPARE SPRINKLER HEADS AND WRENCHES FOR REPLACING THE HEADS
IN ACCORDANCE WITH NFPA 13 (MINIMUM 2 SPRINKLER OF EACH TYPE AND TEMPERATURE
RATING).
7. PROVIDE AUXILIARY DRAIN CONNECTION FOR ALL TRAPPED SECTION OF PIPING. PROVIDE
CONCRETE SPLASHBLOCKS AT TEST/1DRAINS EXTERIOR DISCHARGES AS REQUIRED.
CONTRACTOR SHALL PROVIDE FLUSHING CONNECTIONS AS REQUIRED. READILY REMOVABLE
FITTINGS SHALL BE PROVIDED AT THE END OF ALL CROSSMAINS. ALL CROSSMAINS SHALL
TERMINATE IN 1 -1/4' OR LARGER PIPE. ALL BRANCH LINES ON GRIDDED SYSTEMS SHALL
BE ARRANGED TO FACILITATE FLUSHING.
8. ARE PROTECTION PIPING:
STEEL PIPE (ABOVE GRADE): ASTM A53, ASTM A135 OR ASTM A795, UL LISTED, 175
PSIG WP, FM APPROVED FOR FIRE PROTECTION BLACK STEEL PIPE PIPE TO HAVE MINIMUM
WALL THICKNESS IN ACCORDANCE WITH SCHEDULE 10 BLACK STEEL, THIN WALL PIPE FOR
PIPE SIZES UNDER 6 INCHES, 0.134 INCHES FOR 6 INCH PIPE AND 0.188 INCHES FOR PIPE
SIZES 8 AND 10 INCHES. SCREWED PIPE SHALL BE SCHEDULE 40 FOR SIZES UNDER 8
INCHES AND SCHEDULE 30 FOR SIZES 8 INCHES AND LARGER. BRANCH PIPING UP TO 2
INCHES IN SIZE SHALL BE XL, ASTM A135 THREADABLE LIGHT WALL GALVANIZED STEEL
PIPING WITH SCREWED ENDS. EXTERIOR INSTALLED PIPING EXPOSED TO WEATHER SHALL
BE GALVANIZED.
FITTING:
- WELDED: ANSI /ASME B16.25, STANDARD WEIGHT BLACK STEEL
- THREADED: ANSI /ASME B16.3, CLASS 150 MALLEABLE IRON.
- FLANGED: ANSI /ASME 816.1 OR B16.4, CAST IRON, 175 PSI COLD WATER PRESSURE
- GROOVED: ASTM A536, DUCTILE IRON OR ASTM A47, MALLEABLE IRON APPROVED FOR
USE BY THE COUPLING MANUFACTURER WITH LOW FLOW CHARACTERISTICS EQUAL TO
OR BETTER THAN STANDARD FITTINGS. GROOVED FITTINGS TO BE MCTAULIC TYPE OR
APPROVED EQUAL
- MECHANICAL GROOVED COUPLING: UL LISTED, FM APPROVED FOR FIRE PROTECTION
SERVICE, DUCTILE OR MALLEABLE IRON HOUSING, RUST INHIBITED NO -LEAD COATING,
ZINC ELECTROPLATED HEAT TREATED BOLTS AND HEAVY HEX CARBON STEEL NUTS
MEETING ASTM A183 STANDARDS. MECHANICAL GROOVED COUPLING FOR PIPING ONLY
IS APPROVED. MECHANICAL GROOVED TEE FITTINGS ARE NOT APPROVED.
JOINTS: SCREWED, WELDED, ROLL GROOVED OR FLANGED.
- WELDED: AWS D10.9.
- THREADED: ANSI /ASME 81.20.1 FOR 2' AND SMALLER.
- FLANGED: ASTM D2000, 1/16' THICK RED RUBBER SHEET GASKETS.
- GROOVED: FOR 2 -1/2' AND LARGER. GROOVE DIMENSIONS TO BE COMPATIBLE WITH
LISTING OF COUPLING/FITTINGS USED AND OF THE SAME MANUFACTURER.
9• SPRINKLER HEADS SHALL BE A MINIMUM OF 18' ABOVE ANY FLOOR OBSTRUCTION,
SHELVES OR CABINETS.
10. CONTRACTOR SHALL INSTALL SPRINKLERS UNDER DUCTS do OTHER OBSTRUCTIONS OVER 4
FEET IN WIDTH.
11. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM
FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR
SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY CORP.- CTC PR -855 OR 3M,
CP -25 CAULKING OR 303 PUTTY, TO ACHIEVE SAME RATING AS WALLS OR FLOORS.
12. PRESSURE TEST ABOVE GROUND AND UNDERGROUND PIPING HYDROSTATICALLY AT 200 PSIG
FOR 2 HOURS IN ACCORDANCE WITH NFPA -13. FLUSH OUT ALL PIPING IN ACCORDANCE
WITH NFPA -13. PROVIDE TYPED AND COMPLETED NFPA -13 TEST CERTIFICATE
FOR ABOVEGROUND PIPING. ALL WATERFLOW AND SUPERVISORY SWITCHES SHALL BE TESTED
FOR PROPER OPERATION AND ANNUNCIATION. FURNISH TO OWNER'S REPRESENTATIVE ALL
LITERATURE AND INSTRUCTIONS FOR THE PROPER OPERATION AND MAINTENANCE OF ANY
EQUIPMENT AND DEVICES INSTALLED.
13. CONTRACTOR SHALL PROVIDE FIRE SPRINKLER SHOP DRAWINGS, CUT SHEETS FOR ALL
COMPONENTS AND HYDRAULIC CALCULATIONS TO BUILDING DEPARTMENT FOR APPROVAL
PRIOR INSTALLATION. CONTRACTOR SHALL BE RESPONSABLE TO REQUEST A FLOW TEST
TO PERFORM HYDRAULIC CALCULATIONS.
GROOVED 90
ELBOW
FLEXIBLE
COUPLING
REFER TO FLOOR PLAN FOR
FIRE RISER SIZE AND LOCATION.
MAIN DRAIN VALVE -
zl0
INDICATING CONTROL
M
0J
TO SYSTEM
300 LB. PRESSURE GAUGE
O
POTTER FLOW SWITCH
ALARM BELL
(COORDINATE ELECTRICAL
CONNECTION W/ ELECTRICIAN)
VALVE WITH
TAMPER SWITCH.
PIPE TO RUN EXPOSED ON
SIDE OF BUILDING AND THEN
PENETRATE BUILDING WALL
saR
FINISHED FLOOR
UNDERGROUND SERVICE NOTE.
TO DOUBLE DETECTOR
CHECK VALVE ALL PIPE AND FITTINGS ABOVE
GROUND ARE TO BE GALVANIZED.
FIRE RISER DETAIL
SCALE N.T.S.
SHOP DRAWING REQUIREMENTS
1. CONTRACTOR SHALL SUBMIT 6 COPIES OF COMPLETED SHOP DRAWINGS, TOGETHER AT ONE TIME AND
MUST COME THROUGH THE ARCHITECT. ALL SUBMITTALS SHALL BE MADE WITHIN 30 DAYS OF NOTICE
TO PROCEED.
2. ALL SUBMITTALS MUST CLEARLY INDICATE EXACTLY WHICH ITEMS ARE BEING PROPOSED FOR USE. IF
NOT, THE SUBMITTAL SHALL BE REJECTED.
3• SUBSTITUTIONS SHALL BE LIMITED TO ONE OF THE ALTERNATES LISTED IN THE CONSTRUCTION
DOCUMENTS. PRODUCTS CONSIDERED M BE EQUAL SHALL BE REVIEWED AND ACCEPTED BY THE
ENGINEER, ARCHITECT AND OWNER (10) DAYS PRIOR TO BID DATE.
4. THE CONTRACTOR ASSUMES ALL DESIGN RESPONSIBILITY AND ALL FINANCIAL RISKS FOR PROCEEDING
PRIOR TO SHOP DRAWINGS PROCESSING, AND ON ANY ITEM OR WORK THAT IS AT VARIANCE TO THE
CONSTRUCTION DOCUMENTS.
5• SHOP DRAWINGS AND SUBMITTALS FOR EACH ITEM SHALL BE REVIEWED NO MORE THAN TWICE. A THIRD
SUBMITTAL ON AN ITEM MUST BE ACCOMPANIED BY A PURCHASE ORDER FROM THE CONTRACTOR OR IT
SHALL BE REJECTED.
6. CIRCUMSTANCES NECESSITATING A REVISION TO THE PERMITTED DOCUMENTS NOT PROCESSED PRIOR TO
INSTALLATION MAY NOT BE ACCEPTED. IF ACCEPTED IT MUST BE LEGIBLE, ACCURATE AND
ACCOMPANIED BY A PURCHASE ORDER ORDER FROM THE CONTRACTOR. THE REVISION SHALL BE
CHARGED TO THE CONTRACTOR AND DELIVERED TO HIM ON A C.O.D. BASIS.
7. SUBSTITUTIONS FROM THE BASE DESIGN OR VARIATIONS TO THE PERMITTED CONTRACT DOCUMENTS,
WHETHER RESULTING FROM PROCESSED SHOP DRAWINGS OR NOT, THAT RESULT IN REQUIREMENTS IN
LETTERS OF AUTHORIZATION AND /OR PERMIT CONTRACT DOCUMENT CHANGES MANDATED BY THE
AUTHORITY HAVING JURISDICTION WILL NOT BE MADE BY THIS OFFICE UNLESS ACCOMPANIED BY A
PURCHASE ORDER FROM THE CONTRACTOR, AND RELEASED ON A C.O.D. BASIS.
FIRE
PROTECTION LEGEND
FIRE SPRINKLER SYSTEM INDEX--- -
1
..............................................................................................................................................................................................................................................................
FP1.1
FIRE SPRINKLER SYSTEM INDEX, SYMBOL LEGEND AND NOTES.
2
FP2.1
...............................
FIRST FLOOR PLAN - NEW CONSTRUCTION FIRE SPRINKLER PLAN, _ _ - _ - - -
3
FP2.2
----------------------------------------------------------------------------------------------------------------------------------------------------------- .....------------------ - - - - -- - - .... -
SECOND FLOOR PLAN - NEW CONSTRUCTION FIRE SPRINKLER RAN_"
4
FP2.3
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - - - - -- -- ----------------------------------------------------------------
THIRD FLOOR PLAN - NEW CONSTRUCTION FIRE SPRINKLER PLAN
5
FP2.4
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - - - - -- ------ - - - - --
FOURTH FLOOR PLAN - NEW CONSTRUCTION FIRE SPRINKLER PLAN
6
--
---------------------------- - - ---- ---------- - - - - -- ---- - - - - -- ------------------------
--
SHOP DRAWING REQUIREMENTS
1. CONTRACTOR SHALL SUBMIT 6 COPIES OF COMPLETED SHOP DRAWINGS, TOGETHER AT ONE TIME AND
MUST COME THROUGH THE ARCHITECT. ALL SUBMITTALS SHALL BE MADE WITHIN 30 DAYS OF NOTICE
TO PROCEED.
2. ALL SUBMITTALS MUST CLEARLY INDICATE EXACTLY WHICH ITEMS ARE BEING PROPOSED FOR USE. IF
NOT, THE SUBMITTAL SHALL BE REJECTED.
3• SUBSTITUTIONS SHALL BE LIMITED TO ONE OF THE ALTERNATES LISTED IN THE CONSTRUCTION
DOCUMENTS. PRODUCTS CONSIDERED M BE EQUAL SHALL BE REVIEWED AND ACCEPTED BY THE
ENGINEER, ARCHITECT AND OWNER (10) DAYS PRIOR TO BID DATE.
4. THE CONTRACTOR ASSUMES ALL DESIGN RESPONSIBILITY AND ALL FINANCIAL RISKS FOR PROCEEDING
PRIOR TO SHOP DRAWINGS PROCESSING, AND ON ANY ITEM OR WORK THAT IS AT VARIANCE TO THE
CONSTRUCTION DOCUMENTS.
5• SHOP DRAWINGS AND SUBMITTALS FOR EACH ITEM SHALL BE REVIEWED NO MORE THAN TWICE. A THIRD
SUBMITTAL ON AN ITEM MUST BE ACCOMPANIED BY A PURCHASE ORDER FROM THE CONTRACTOR OR IT
SHALL BE REJECTED.
6. CIRCUMSTANCES NECESSITATING A REVISION TO THE PERMITTED DOCUMENTS NOT PROCESSED PRIOR TO
INSTALLATION MAY NOT BE ACCEPTED. IF ACCEPTED IT MUST BE LEGIBLE, ACCURATE AND
ACCOMPANIED BY A PURCHASE ORDER ORDER FROM THE CONTRACTOR. THE REVISION SHALL BE
CHARGED TO THE CONTRACTOR AND DELIVERED TO HIM ON A C.O.D. BASIS.
7. SUBSTITUTIONS FROM THE BASE DESIGN OR VARIATIONS TO THE PERMITTED CONTRACT DOCUMENTS,
WHETHER RESULTING FROM PROCESSED SHOP DRAWINGS OR NOT, THAT RESULT IN REQUIREMENTS IN
LETTERS OF AUTHORIZATION AND /OR PERMIT CONTRACT DOCUMENT CHANGES MANDATED BY THE
AUTHORITY HAVING JURISDICTION WILL NOT BE MADE BY THIS OFFICE UNLESS ACCOMPANIED BY A
PURCHASE ORDER FROM THE CONTRACTOR, AND RELEASED ON A C.O.D. BASIS.
FIRE
PROTECTION LEGEND
TYPE
SYMBOL.
TEMP
DESCRITrIOM
COVERAGE
MANUFACTURER AND
No 2
CONCEALED PENDENT SPRINKLER HEAD
SIZE
RATAIG
FACTOR
RECESSED PENDENT SPRINKLER HEAD
MODEL
PENDENT
CONCEALED
SIDEWALL SPRINKLER HEAD
155' F
5.6
STANDARD
UPRIGHT SPRINKLER HEAD
EXISTING SPRINKLER HEAD TO BE REMOVED
F
(TY3531)
FIRE PROTECTION MAIN
UPRIGHT
1/2'
155' F
FIRE PROTECTION LINE
STANDARD
TYCO SERIES TY -FRB, QUICK
RESPONSE W/ GLASS BULB.
1 -1/2' FIRE HOSE LINE
-o
PIPE DROP
(TY3131) WHITE POLYESTER.
S-- - - -S
UPRIGHT
EXISTING FIRE SPRINKLER LINE
200' F
S X -i
STANDARD
FIRE SPRINKLER LINE TO BE REMOVED
2000
CQR
GROOVED CONTROL VALVE W/TAMPER SWITCH
ea
(TY3131) WHITE POLYESTER.
FLANGED CONTROL VALVE W/TAMPER SWITCH
RECESSED
PENDENT
Z
155' F
CHECK VALVE
STANDARD
0-0
FLOW SWITCH
(TY323ty STYMA ESC. WHITE
O�
HORIZONTAL
HORIZONTAL
1 -112' FIRE HOSE RACK Do moo, 7IN? a ; z
• _
.;r,.T� .
-
5.6
- STANDARD
HYDRAULIC REFERENCE NODE 'rT r � ' ` ' ..
SIDEWALL
EX
(TY3331) CHROME PLATED.
DENOTES EXISTING TO REMAIN
H
DENOTES NEW .��,IS;���i:.'-
R
DENOTES RELOCATED
FIRE SPRINKLER HEAD SCHEDULE
SYM.
TYPE
ORIFICE
TEMP
K
COVERAGE
MANUFACTURER AND
No 2
SIZE
RATAIG
FACTOR
AREA (WxL)
MODEL
PENDENT
CONCEALED
1/2'
155' F
5.6
STANDARD
TYCO SERIES RFII, QUICK
RESPONSE W/ COVER PLATE
(TY3531)
UPRIGHT
1/2'
155' F
5.6
STANDARD
TYCO SERIES TY -FRB, QUICK
RESPONSE W/ GLASS BULB.
(TY3131) WHITE POLYESTER.
UPRIGHT
1/2'
200' F
5.6
STANDARD
TYCO SERIES TY -FRB, QUICK
RESPONSE W/ GLASS BULB.
2000
(TY3131) WHITE POLYESTER.
RECESSED
PENDENT
1/2'
155' F
5.6
STANDARD
TYCO SERIES TY -FRB, QUICK
RESPONSE W/ GLASS. BULB.-
(TY323ty STYMA ESC. WHITE
HORIZONTAL
HORIZONTAL
1/2'
155' F
5.6
- STANDARD
TYCO SERIES TY -FRB, QUICK
RESPONSE W/ GLASS BULB.
SIDEWALL
(TY3331) CHROME PLATED.
FLOW TEST DATA
STATIC PRESSURE 63 PSI DATE: 11/09/12
RESIDUAL PRESSURE: 57 PSI LOCATION: 5995 SW 71ST STREET
FLOW: 1,809 GPM SOUTH MIAMI, FL 33143
HYDRAULIC SIZING CRITERIA
BUSINESS FACILITIES:
- OCCUPANCY CLASSIFICATION: LIGHT HAZARD (OFFICES, BATHROOMS, CORRIDORS); ORDINARY
HAZARD GROUP 1 (ELECTRICAL ROOM, STORAGE ROOM, JANITOR CLOSET, SHELL SPACES).
- DENSITY: 0.10 GPM /SF; 0.15 GPM /SF
- AREA OF APPLICATION: 1,500 SF MOST REMOTE AREA)
- SPRINKLER COVERAGE: 225 SF; 130 SF.
- TOTAL COMBINED HOSE STREAM DEMAND: 100 GPM; 250 GPM.
G S & P
0
Design Services
For The Built
Environment
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
G R E S H A M
S M I T H A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. N0,
AAP000034/CA3806
1B26000797/LC26000381
707 N.E. 3rd AVE.' SUITE 200
FORT LAUDERDALE, FL. 33304
(9M) 527 -1112
IL CA#00009181
PJT. YOR: 1 CEM KOO
PROJECT #: 120717
d��' P.E.
#4e1oo
19/10/19
FIRE SPRINKLER SYSTEM
INDEX, SYMBOL
LEGEND AND NOTES.
FPlml
FILE:
PROJECT: 29080.00
DATE: 11/29/2012
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No 2
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#4e1oo
19/10/19
FIRE SPRINKLER SYSTEM
INDEX, SYMBOL
LEGEND AND NOTES.
FPlml
FILE:
PROJECT: 29080.00
DATE: 11/29/2012