06-1796-010SPRINKLER
HEAD
SCHEDULE
AREA SERVED
MFR. &
MODEL NO.
ORIFICE
SIZE
CONFIGURATION
TEMP.
RATIING
REMARKS
AREAS WITH
DROPPED
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R"S 8
STAT�ARD
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ORDINARY
WHITE
POLYESTER
DMTIN
N III
FfRE FizOTEGTfON FLOOR FLAN
1 /4 It = 11- 0 N
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EXISTING BRANCHLINE CENTER,I
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EXISTING 1' NIPPLE'
NEW 1" ELBOW ALL THREADEDi
7--91=HANGER ROD
II T
W SPRINKLER HEAD TO BE
REMOVED.
NEW CONCEALED
SPRINKLER HEAD.
CENTRAL III BV-4
STANDARD SPRAY.
*ARMOVER GREATER THAN 24" IN
LENGTH SHALL BE SUPPORTED BY
A HANGER.
II
RELOCATION DETAIL
N.T.S.
BRANCHLINE
MECH-TYPE
TEE
1" ARMOVER
NEW CONCEALED
SPRINKLER HEAD.
CENTRAL # BV-4
STANDARD SPRAY.
*ARMOVER GREATER THAN 24" IN
LENGTH SHALL BE SUPPORTED BY
A HANGER.
ARMOVER DETAIL
N.T.S.
FIRE PROTECTION NOTES
1. ALL PIPING,HANGERS,SUPPORT METHODS AND SPRINKLER HEADS TO BE
INSTALLED IN STRICT ACCORDANCE WITH N.F.PA 13. AND ALL LOCAL
CODES AND ORDINANCES.
2. SPARE SPRINKLER HEADS AND WRENCHES SHALL BE PROVIDED IN
ACCORDANCE WITH N.F.PA 13.
3. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
ALL PERMITS AND COORDINATION TO AVOID INTERFERENCE WITH THE WORK OF
OTHER TRADES.
4. ALL ARMOVERS TO INDIVIDUAL SPRINKLER HEADS SHALL BE ONE INCH
PIPE SIZE.
5. HANGER SPACING AND METHOD SHALL BE IN ACCORDANCE WITH N.F.P.A. 13.
REQUIREMENTS.
6. ALL RATED WALLS TO BE PROPERLY SLEEVED AND SEALED WITH APPROVED
FIRE AND SMOKE STOP MATERIAL
7. PROVIDE AUXILIARY DRAINS FOR ALL TRAPPED PIPING SECTIONS AS REQUIRED.
8. ALL WORK SHALL BE IN ACCORDANCE WITH N.F.P.A. 13 STANDARDS AND IN
CONFORMANCE WITH ALL LOCAL CODES AND ORDINANCES AND COMPLY WITH
BUILDING STANDARD REQUIREMENTS.
9. DESIGN CRITERIA:
DESIGN CRITERIA SHALL BE BASED ON N.F.P.A. 13
LIGHT HAZARD,.10 ,GPM PER SQ. FT. DENSITY, MINIMUM
1500 SQ. FT. REMOTE AREA, 100 GPM HOSE ALLOWANCE.
(TYPICAL FOR ALL OTHER AREAS)
10.000RDINATE ALL SYSTEM ZONE SHUT -DOWNS WITH OWNER'S REPRESENTATIVE
MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OF WORK.
11 ALL PIPING ABOVE GROUND SHALL BE LIGHTWALL THREADABLE STEEL
PIPE FOR 2" AND SMALLER, ROLL AND GROOVED SCHEDULE 10 STEEL PIPE
FOR PIPING 2 1/2" AND LARGER. AWED XL AND AWED SCH. 10 OR
APPROVED EQUAL
FITTINGS ' FOR PIPING 2" AND SMALLER SHALL BE MALLEABLE IRON,
150 PSI BANDED,THREADED,BLACKANSI B 16.3.
FITTINGS FOR PIPING 2 1/2" AND LARGER SHALL BE MECHANICAL COUPLING
SYSTEM AS MANUFACTURED BY VICTAULIC CORROR GRINNELL CORP.
"GRUVLOCK".
ALL FITTINGS SHALL BE FROM SAME MANUFACTURER.
12.THE WORK THAT IS TO BE DONE UNDER THIS CONTRACT INCLUDES THE FURNISHING
OF ALL LABOR,MATERUILS AND EQUIPMENT ,PERMITS FEES, INSPECTIONS, TESTS
INSURANCE,ETC. REQUIRED FOR THE COMPLETION OF FIRE PROTECTION SYSfiEM
SHOWN ON THE DRAWINGS AND LISTED HEREIN.
13.7THE DRAWINGS ARE GENERALLY DIAGRAMMATIC.THEY DO NOT SHOW EVERY
BEND OFFSET OR OTHER FITTINGS WHICH MAY BE REQUIRED FOR THE INSTALLATION
IN TI fE SPACE ALLOCATED, OR FOR COORDINATION WITH OTHER TRADES.
VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOBSITE PRIOR TO
FABRICATION OF PIPING AND INSTALLATION OF EQUIPMENT AND MATERIALS.
14ALL WORK SHALL BE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE.
N.F.P.A. 13, 24. 25 . 101, 231C AND IN ACCORDANCE WITH
ALL LOCAL CODES AND ORDINANCES.
15. ALL WORK SHALL BE PERFORMED BY STATE LICENSED AND CERTIFIED PERSONNEL IN
ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 4A-46 & 4A-48.
SUBMIT TO OWNERS REPRESENTATIVE AS BUILT DRAWINGS, OWNER'S MANUAL,
MAINTENANCE MANUALS. I
16. COORDINATE FIRE SYSTEM SHUTDOWNS WITH OWNER'S REPRESENTATIVE MINIMUM OF
48 HOURS PRIOR TO COMMENCEMENT OF WORK.
ALL THRE
HANGER
NUT
CLEVIS HA
PIPE 0
PIPE
STEEL I BEAM
OR BAR JOIST
ALL THREADED
HANGER ROD
FASTENERS
N.T.S.
ALL FASTENERS SHALL BE LISTED
FOR THEIR INTENDED SERVICE
ALL THREADED _
HANGER ROD
NUT —
ADJUSTABLE SWIVEL
LOOP HUNGER � r
PIPE --�_ /
PIPE HANGERS
N.T.S.
ALL HANGERS SHALL BE LISTED
FOR THEIR INTENDED SERVICE
FIRE PROTECTION LEGEND
NEW PENDENT TYPE SPRINKLER
HEAD
LIE
EXISTING UPIGHT SPRINKLER HEAD
TOPE REMOVED
POINT OF CONNECTION BETWEEN
NEW AND EXIST. PIPE
— — —
EXISTING SPRINKLER • PIPING
NEW SPRINKLER PIPING
GENERAL NOTES:
CONC. SLAB
. e /ICI
DROP IN ANCHOR -
ALL THREADED
HANGER ROD
POWDER DRIVEN STUDS MAY BE
USED IN UEU OF LISTED CONCRETE
INSERTS WHERE APPROVED BY
STRUCTURAL ENGINEER
ALL HANGER RODS, HANGERS,
FASTENERS, ETC. SHALL BE
PROVIDED WITH FACTORY APPLIED
CORROSION PROTECTION COATING
1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE,
STATE AND LOCAL ORDINANCES.
2. 19UILDNG DRAINAGE SYSTEM TO BE SLOPED AT 1/8' PER M MIN. FALL FOR 3' PIPE AND
LARGER 1/4' PER FT. SLOPE FOR 2' PIPE SIZE AND SMALLER DEVIATIONS SHALL BE
APPROVED BY ARICHITECT/ENGMER -
3. PROVIDE CLEAN OUTS EVERY "I b FT. AND AT BASE OF EVERY WASTESTACIC
ALL CLOSE-OUTS TO BE FLUSH MOUNTED.
4, MATERIALS SHALL BE ALL NEW AND AS FOLLOWS:
A DRAINAGE WASTE AND VENT PIPMG INCLUDING:
NO HUB CAST IRON CISPI STANDARD SO
ABOVE GROUND AND CAST IRON HUB, PLAN END ASTM A-14 WITH NEO-
PRENE GASKETS UNDERGROUND. INSTALL PLASTIC (PVC) PIPES ONLY WHEN
ITS APPROVED 5Y LOCAL AUTHORITIES AND, NOT TO BE USED IN AIR
RETURN PLENUM
B. WATER PIPING: COPPER TYPE 'L' ASTM 8=88 ABOVE GROUND AND
COPPER TYPE 'K' ASTM 15-88 UNDERGROUND.
C. VALVES: 125 PSI NIBCO SCOTT, STOCK14AM CIA EQUAL.
5. PERFORM THE FOLLOWING TEST:
A WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF
VW PSIG FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM
BUT NOT LESS THAN ONE HOUR-
13. DRAINAGE SYSTEM: BEFORE INSTALLATION OF ANY DRAINS, THE END OF THE
SYSTEM SHALL BE CAPPED 4 ALL LINES FILLED WITH WATER TO HIGHEST
PONT 4 ALLOWED TO STAND UNTIL NSPECTION IS MADE AND WATER LEVELS
REMAIN CONSTANT
C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS.
D. COMPLETE SYSTEM FIXTURE 4 EQUIPMENT SHALL BE GIVEN AN IN SERVICE
TEST AFTER COMPLETION OF THE NSTALLATION.
E. STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORINATED
LIME TO EACH IWO gal. OF WATER (50 PPM OF AVAILABLE CHLORITE.) RETAN
MIXTURE N PIPES FOR 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER
BEFORE PLACING N SERVICE.
6- PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING
WORK SHALL BE FREE FROM DEFECTS OF MATERIALS AND WO1I4ANSHIP FOR A PERIOD
OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, AND THAT HE WILL, AT HIS EXPENSE,
REPAIR AND REPLACE ALL WORK WHICH BECOMES DEFECTIVE DURING GUARANTEE PERIOD.
1. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING UTILITIES AND POINTS OF
CONNECTION BEFORE COMMENCING ANY WORK.
8. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION
CHARGES TREW RED.
-L SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQWPhIENT,
MATERIALS AND LAYOUTS PRIOR INSTALLATION.
IV. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC.
AS SHOWN ON DRAWINGS AND AS REQUIRED BY FIELD CONDITIONS.
1L PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A/C CONDENSATE DRAIN
AND TRAP. SEE A/C PLANS FOR LOCATION OF UNITS AND DRAINS.
12. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS
AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT.
13. COORDINATE WORK WITH OTHER TRADES.
14. FURNISH AND INSTALL FIXTURES AS SPECIFIED N SCHEDULE, THIS DRAWING.
ID. EACH 5AT14ROOM GROUP SHALL BE PROVIDE WITH AIR CHAMBERS OR SHOCK
ABSORBER
16. PROVIDE SHUTOFF VALVE FOR EACH FIXTURE, JUST BEFORE CONNECTING TO FIXTURE
li. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING
SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES.
1
THESE DRAVVINIGS HAVE BEEN REVIEWED
VOR COMPLIANuE WITH N.F.P.A. 13 AND
IFA.0 61.G15-32.004 (DESIGN OF WATER
BASED FIRE PRO,TECTION SYSTEMS)
ATHRU J. A COY �.�^�Jl' THESE APPROVED
DRAMNGS MUST BE SUBMj1TT WITH THE
SHOP D 7clCy-T!
OOVAL.
DATE
AM Consulting Engineers LLC r
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Certificate 0 F Authorization #9692
dose M. Martinez, P.E. #56016
12651 South Dixie M. Suite 209 TEL (305) 255-1621 '
Miami, Florida 33156 FAX (305) 255-1732
�: Y , • ,, y�}j�(/'{, ,
TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED
HEREWITH COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE
'
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APPLICABLE BUILDING CODES. THIS DRAWING IS THE SOLE PROPERTY OF
JMM CONSULTING ENGINEERS LLC' AND IS AN INSTRUMENT OF SERVICE NOT TO BEw
REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION
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OF JMM CONSULTING ENGINNERS, LLC.
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