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INEENE
MEN
INEENNINEMEN
INEENEENIMEN
INEENEENIMEN
FIRE PROTECTION FLOOR PLAN iia^.r-o•
[Co
EXISTING BRANCHLINE
EXISTING V NIPPLE
NEW 1- ELBOW
SPR NKGLER HEAD TQ 6E
REMOVED.
NEW CONCEALED
SPRINKLER HEAD.
CENTRAL # BV-4
STANDARD SPRAY.
*ARMOVER GREATER THAN 24-IN
LENGTH SHALL BE SUPPORTED BY
A HANGER.
RELOCATION DETAIL
N.T.S.
BRANCHUNE
MECH-TYPE
TEE
1 ADurR=
NEW CONCEALED
CENTRAL If BINKLER HEAD.
A 4
STANDARD SPRAY.
*ARMOVER GREATER THAN 240 IN
LENGTH SHALL BE SUPPORTED BY
A' HANGER.
ARMOVER _DETAIL
N.T.S.
CENTER 1 BEAU �,..
LOAD CULP
ALL 711WADED
HANGER ROD
FIRE PROTECTION NOTES
1. ALL PIPING.HANGERS.SUPPORT METHODS AND SPRINKLER HEADS TO BE
INSTALLED IN STRICT ACCORDANCE WITH NAPJL 13, AND ALL LOCAL
CODES AND ORDINANCES.
2. SPARE SPRINKLER HEADS D WRENCHES SHALL BE PROVIDED IN
ACCORDANCE WITH NAPA. 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.PA 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.
S. ALL WORK SHALL BE IN ACCORDANCE WITH N.F.PA 13 STANDARDS AND IN
CONFORMANCE WITH ALL LOCAL CODES AND ORDINANCES AND COMPLY WITH
BUILDING STANDARD REQUIREMENTS.
8. DESIGN CRITERIA:
DESIGN CRITERIA SHALL BE BASED ON N.F.PA 13
LIGHT HAZARD,.10 GPM PER SO. FT. DENSITY. MINIMUM
15W SO. 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;MREADED.BLACKANSI B 16.3.
FITTINGS FOR PIPING 2 /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,MATERWS AND EQUIPMENT ,PERMITS FEES INSPECTIONS ,IESI
INSURANCE,ETC. REQUIRED FOR THE COMPLETION 6f FIRE PROTECTION SYSTEM
SHOWN ON THE DRAWINGS AND LISTED HEREIN.
13.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.
VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOBSITE PRIOR TO
FABRICATION OF PIPING AND INSTALLATION OF EQUIPMENT AND MATERIALS.
14.ALL WORK SHALL BE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE.
N.F.PA 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 do 4A-48.
SUBMIT TO OWNERS REPRESENTATIVE AS BUILT DRAWINGS. OWNER'S MANUAL,
MAINTENANCE MANUALS.
16. COORDINATE FIRE SYSTEM SHUTDOWNS WITH OWNER'S REPRESENTATIVE MINIMUM OF
48 HOURS PRIOR TO COMMENCEMENT OF WORK.
STEEL BEAM
OR SARI JOIST
ALL TIRE
HANGER
NUT
CLEVIS H
PIPE 0
PPE
1!«I
ALL THRDDED
WNW RODROD
FASTENERS
N.T.S.
ALL FASIDNERS SHALL BE LISTED
FOR THEIR NNTENDED SERVICE
ALL THREADED
HANGER ROD
NUT
AWUSTABLE SWIVEL
LOOP ILANGER -�
PIPE
12
�• a• a 1n tea•
NEW PENDENT TYPE SPRINKLER
HEAD
OE
EXISO TING SPRINKLER HEAD
,
BE
POINT OF CONNECTION BETWEEN
NEW AND EXIST. PIPE
— — —
EXISTING SPRINKLER PIPING
NEW SPRINKLER PIPING
7,L :-_ _ Zrei1�_3
CONC. SUB
wi d
r:
.� i. _ .• is
DROP Nl ANCHORALL RwAp
—/
HALM ROD
POWDER DRIVEN STUDS MAY BE
USED IN LIEU OF LISTED OON(� M
ML
ALL HANGER RODS, HANGERS,
FASTEIR%, N:PG SHALL BE
PROVIDED WITH FACTORY APPLJED
CORROSION PROTEM COYATNG
L ALL WORK To BE DONE IN ACCORDANCE WITH THE SOUTH FLORIDA OUILDING CODE,
STATE AND LOCAL ORDINANCE&.
2. BUILDING DRAINAGE SY61EH TO BE SLOPED AT V8" PER IFt MIN, FALL FOR 3" PIPE AND
LARGER V4• PER PT. SLOPE FOR 2" PIPE SIZE AND SMALLER DEVIATIONS SMALL 10
APPROVED BY ARCHITECT/ENGINEM
3. PROVIDE CLEAN OUTS EVERT 15 FT. AND AT DA6E OF EVERY WASTESTACK
ALL CLOSE-OUTS TO BE FLUSH MOUNTED.
4. MATERIALS SHALL DE ALL NEW AND AS FOLLOM
A. DRAINAGE WASTE AND VENT PIPING NCLUDINGs
NO HUTS CAST NiON COO STANDARD M
ABOVE CaRaND AND CAST IRON MUS, PLAN END ASTM A-14 WITH NEO-
PRENE GASQM UNDERGROUND. INSTALL PLASTIC (PVC) PIPES ONLY WI4EN
ITS APPROVED BY LOCAL AUTHORITIES AND NOT TO BE USED IN AIR
RETURN PLENUM.
B. WATER PIPING= COPPER TYPE "L" ASTM 9-88, ABOVE GROUND AND
COPPER TYPE 'K' A67M 13-88 UNDERGAROUND.
G VALVES 125 PSI NISCO SCOTT, STOCKNAM OR EQUAL.
5. PERFORM TI-E FOLLOWING TEST:
A WATER PIPNG SHALL BE SUBJECTED TO HYDF406TATIC PRESSURE TEST OF
LW PS* FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM
BUT NOT LESS THAN ONE HOUR.
B. DRAINAGE SYSTEM BEFORE INSTALLATION OF ANY DRAINS, THE END OF THE
SYSTEM SMALL BE CAPPED 4 ALL LINES FII I WITH WATER TO M10E&T
POINT 4 ALLOWED TO STAND UNTIL INSPECTION 16 MADE AND WATER LEVELS
REMAIN CONSTANT.
C. CORRECT ALL DEFECT6 DISCLOSED BY ABOVE TESTS.
D. COMPLETE SYSTEM FIXTURE 4 EQUIPMENT SHALL BE GIVEN AN N SERVICE
TEST AFTER CCMPL.ETION OF THE INSTALLATION.
E. STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORINATED
LIME TO EACH ~ @&L OF WATER (50 PPM OF AVAILABLE CHLORINE.) ARTAN
MIXTURE N PIPES FOR 24 MOURS AND FLUSH TNOROUG-A LY WITH POTABLE WATER
BEFORE PLACING N SERVICE.
6. PLU115M CONTRACTOR SHALL FURNISH A WRITTEN 6"%ANTEE THAT ALL PLUI"E'3NG
WORK SHALL BE FREE FROM DEFECT& OF MATERIALS AND WOPOC TANS 41P FOR A PERIOD
OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, AND THAT HE WILL, AT HI6 EXPENSE,
REPAIR AND REPLACE ALL WORK WHICH BECOMES DEFECTIVE DIMING &L4RAN'TEE PERIOD.
-. CONTRACTOR SMALL PIELD VERN'Y EXACT LOCATION OF EX16TING UTILITIES AND POINTS OF
CONNECTION BEFORE COMMENCING ANY WORK.
e: PUJIsNG CONTRACTOR SHALL PAY ALL FEE&, INSPECTION AND CONNECTION
CHARGES REQUIMED.
3 SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQUIPMENT,
MATERIAL6 AND LAYOUTS PRIOR INSTALLATION.
10 OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWOFIK ETC.
AS SHOWN ON DRAWINGS AND AS REQUIRED BY FIEL.D CONDITIONS
1L PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A/C CONDENSATE DRAM
AND TRAP. SEE AIC PLAN6 FOR LOCATION OF UNITS AND DRAINS
12. PLUMOM CONTRACTOR SMALL 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 IN SOWED", T14I6 DRAWING.
T3 EACH BATHROOM GROUP SMALL BE PROVIDE WITH AIR CWAMBERS OR SHOCK
ABSORBER.
I6, PROVIDE 614UTOW VALVE FOR EACH FIXTUW, JUST BEFORE CONNECTING TO FIXTURE.
n. W4£REVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING
ON" BE PROVIDED TO CONNECT BOTH TYPES OF PIPES
i.< <=S1 1:r:fsV'_!I:': :i Fr:;a}•%• L r_�',l itLDMEVv ED
IH
PA. 13 AND
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BASED FIFE r `';,J' �t,s€�)FI SYS�- ;1S)
A THR�U J. At:OPY OF THESE APPROVED
@Rd- KINGS41-
. Sli`L3N11""FED WITH THE
$HOP D OR PER6t�sIT PROVAL.
AM Consulting Engineers LLC
Certificate OF Authorization #9692
Jose M. Martinez, P.B. #56018
12651 South Dixie HWY. Suite 209 I & f 305) 255-1621
Miami, Florida 33156 FAX (305) 255-1732
TT) THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED
HEREWITH COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE
APPLICABLE BUILDING CODES. THS DRAWING IS THE SOLE PROPERTY OF
JMM CONSULTING ENGINEERS LLC' AND IS AN INSTRUMENT OF SERVICE NOT TO BE
REPRODUCED IN WHCLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION
OF JAM CONSULTING ENGINNERS, LLC.
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