06-1948-005i
I ,
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.PA 13.
REQUIREMENTS.
8. 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.PA 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.PA. 13
LIGHT HAZARD,.10 GPM PER SQ. FT. DENSITY, MINIMUM
1500 SQ. FT. REMOTE AREA, 100 GPM HOSE ALLOWANCE.
(TYPICAL FOR ALL OTHER AREAS)
110.000RDINATE 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. ALLIED XL AND ALLIED 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 VICTAUUC 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,MATERIALS AND EQUIPMENT ,PERMITS.FEES,INSPECTIONS,TESTS
INSURANCE,ETC. REQUIRED FOR THE COMPLETION OF 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 & 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.
GENERAL NOTES:
1. ALL WORK TO BE DONE: IN ACCORDANGS WITH THE SOUTH FLORIDA BUILDING CODE,
STATE AND LOCAL ORDINANCEES.
2. BUILDING DRAINAGE SYSTEM TO BE SLOPED AT 1/6' PER FT. MIN. FALL FOR 3' PIPS AND
LARGER 1/4' PER FT. SLOPE FOR 2' PIPS SIZE AND SMALLER DEEVIATIONIS SHALL BS
APPROVED BY ARCHITI=CT/ET*INEER
3. PROVIDE CLEAN OUTS EVERY 15 Ft. AND AT BASE OF EVERY WASTESTACK
ALL CLO6EE-OUTS TO 13E FLUSH MOUNTED.
4, MATERIALS SHALL BEE ALL NEW AND AS FOLLOWSt
A DRAINAGE WASTE AND VENT PIPING INCLUDING,
NO HUB CAST IRON C16P1 STANDARD 301
ABOVE GROUND AND CAST IRON HUB, PLAN ENO ASTM A-14 WITH NEO-
PRENE GAO"TO UNDERGROUND. INSTALL PLASTIC (PVC) PIPES ONLY WHEN
ITS APPROVED BY LOCAL AUTHORITIES AND NOT t0 OS U6ED IN AIR
RETURN PLENUM.
B. WATER PIPINGt COPPER TYPE 'L' ASTM B-SS ABOVE GROUND AND
COPPER TYPE 'K' ASTM 13-eO UNDERGROUND.
C. VALVES: 125 PSI NIBCO SCOTT, 6TOCi<HAM OR EQUAL.
5. PERFORM THE FOLLOWING TEST:
A WATER PIPING SHALL BEE SUBJECTED TO 14YOROOTATIC PRE66UREB TEST OF
100 PSIG FOR A PERIOD OF TIME SUFFICIENT TO EXAMINS ENTIRE SYSTEM
BUT NOT LESS THAN ONE HOUR
B. DRAINAGE SYSTEMS BEFORE INSTALLATION OF ANY DRAINS, THE END OF THE
SYSTEM SHALL BE CAPPED 4 ALL LINES FILLED WITH WATER TO HIGHEST
POINT 4 ALLOWED TO STAND UNTIL INSPECTION 16 MADE AND WATER LEVELS
REMAIN CONSTANT.
C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS.
D. COMPLETE SYSTEM FIXTURE 4 SOUIPMENT SHALL BEE GIVEN AN IN SERVICE
TEST AFTER COMPLEETION CP THE INSTALLATION.
S. STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORINATED
LIME to EACH 1000 gal. OF WATER (30 PPM OF AVAILABLE CHLORINS.) RETAIN
MIXTURE IN PIPES FOR 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER
BEFORE PLACING IN SERVICE.
6. PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING
WORK SHALL BE FRIES FROM DEFECTS OF MATERIALS ANO WORKMANSHIP FOR A PERIOD
OF ONO YEAR FROM PATS OF FINAL ACCEPTANCE, AND THAT HE WILL, At HIS EXPENSE,
REPAIR AND REPLACE ALL WORK WHICH BECOMES DEFECTIVE DURING GUARANTEE PEERIOP.
7. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING UTILITIES AND POINTS OF
CONNECTION BEEFORS COMMENCING ANY WORK.
8. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION
CHARGES IRSQUIRI:D.
9, W15MIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQWPMENT,
MATERIALS AND LAYOUTS PRIOR INSTALLATION.
10. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC.
AS SHOWN ON DRAWINGS ANP AS REQUIRED BY FIELD CONDITIONS.
IL 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 EQUIPI` ENT.
13. COORDINATE WORK WITH OTHER TRADES.
14. FURNISH AND N8TALL FIXTURES AS SPECIFIED IN SCHEDULE, THIS DRAWING.
15. EACH BATHROOM GROUP SHALL BE PROVIDE WITH AIR CHAMBERS OR SHOCK
ABSORBER
16. PROVIDE SHUTOFF VALVE FOR EACH FIXTUIR$, JUST BEFORS CONNECTING TO FIMURI-.
11, WHEEREVEER DISSIMILAR MOTALS ARE TO BE JOINED, A DIEELEECTRIC FITTING
SHALL BEE PROVIDED TO CONNECT BOTH TYPES OF PIPES.
TO-P/BOTTQM BEAM CONC. SLAB
77 77 CIIAAMMP W/ LOCK NUT
STEEL I BEAM
OR BAR JOIST ,•` ' i!
EXISTING BRANCHLNE CENTER I BEAM ,.
LOAD CLAMP _�ALL THREADED Y
`—' HANGER ROD
EXISTING 1' NIPPLE DROP IN ANCHOR
NEW 1" ELBOW ALL THREADED ALL THREADED
HANGER ROD /�ZZ HANGER ROD
EXISTING PENDENT FIRE
SPRINKLER HEAD TO BE
REMOVED.
NEW CONCEALED
SPRINKLER HEAD.
CENTRAL J BV-4
STANDARD SPRAY.
*ARMOVER GREATER THAN 24" IN
LENGTH SHALL BE SUPPORTED BY
A HANGER.
RELOCATION DETAIL
BRANCHLINE
MEE H-TYPE
1" ARMOVEF
NEW CONCEALED
SPRINKLER HEAD.
CENTRAL III BV-4
STANDARD SPRAY.
*ARMOVER GREATER THAN 24" IN
LENGTH SHALL BE SUPPORTED BY
A HANGER.
ABMOVER DETAI
ALL THRE
HANGER
NUT
CLEM HA
PIPE 0
PIPE
FASTENERS
N.T.S.
ALL FASTENERS SHALL BE USTED
FOR THEIR INTENDED SERVICE
ALL THREADED
HANGER ROD
NUT
ADJUSTABLE SWIVEL.
LOOP HANGER
PIPE —_
PIPE HANGERS
N.T.S.
ALL HANGERS SHALL BE USTED
FOR THEIR INTENDED SERVICE
FIRE PROTECTION LEGEND
POWDER DRIVEN STUDS MAY BE
USED IN LIEU OF USTED CONCRETE
INSERTS WHERE APPROVED BY
STRUCTURAL ENGINEER
ALL HANGER RODS, HANGERS,
FASTENERS, ETC. SHALL BE
PROVIDED WITH FACTORY APPUED
CORROSION PROTECTION COATING
EXIST. FIRE MAIN
TO REMAIN
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SPRINKLER
HEAD SCHEDULE
AREA SERVED
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CONFIGURATION
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REMARKS
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HE PENDENT TYPE SPRINKLER
EXISTING UPIGHT SPRINKLER HEAD
TO BE REMOVED
POINT OF CONNECTION BETWEEN
NEW AND EXIST. PIPE
- - -
EXISTING SPRINKLER PIPING
NEW SPRINKLER PIPING
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APPROVED FOR
BUILDING PERMrrTIN(3 PURPOSES
BY MIAMI.OADE COUNTY FIRE OFPARTMEI NT
FIRE PRO TFC T10N CONTRA.c rowo,
MRKING PLAN AS PER NFPA 13
311ALL BE SU43Pl11"TE0 FOR APPROVAL
to MIAP✓I-i NOE FIAE UF_PARTP,4ENr
CukKRE ANY FIRE PROTIrC7iGN SYSIE,IA
PS INS17A_LLE0 OR REA1017a0i)
ay
JMM Consulting Engineers LLC
Certificate OF Authorization #9692
Jose M. Martinez, P.E. #56018
12651 South Dixie HWY. Suite 209 TEL. (305) 255-1821
Miami, Florida 33166 FAX (305) 255-1732
TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED
HEREWITH COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE
APPLICABLE BUILDING CODES. THIS DRAWING IS THE SOLE PROPERTY OF
'JMM CONSULTING ENGINEERS LLC' AND IS AN INSTRUMENT OF SERVICE NOT TO BE
REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION
OF JMM CONSULTING ENGINNERS, LLC.
BASIL'S
TAILOR
SHOP
SEAL
WRITTEN DIMENSIONS ON THIS DRIWVINO SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS,
CONTRACTOR SHALL VERIFYAND BE RESPONSIBLE
FORALL DIMENSIONS AND CONDITIONS ON
THE JOB AND THIS OFFICE MUST BE NOTIFIED
OF ANY VARIATION FROM THE DIMENSIONS.
Revisions
low
Project Name:
BASIL'S TAILOR SHOP
INTERIOR REMODELING
6001 SW. 70 ST. UNIT C-103
MIAMI, FLORIDA
Fie:
Scale:
Date: OCT/ 2006
Drawn- J.M.M.
Checked.
Submittal
Drawing Tide:
FIRE PROTECTION
FLOOR PLAN
Sheet No. FP-1