10-649-022* GENERAL CONDITIONS FOR RENOVATIONS
1 -THE PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND VERIFY
ALL CONDITIONS, LOCATION, DIMENSIONS, MATERIALS, ELEVATIONS AND COUNTS AS
SHOWN AND /OR NOTED ON THE DRAWINGS AND INCLUDE IN THE BID ANY AND ALL
FABRICATION REQUIRED, PRIOR TO INSTALLATION. THE CONTRACTOR SHALL VERIFY
SIZE, ELEVATION AND PRESENT STATE OF ALL EXISTING UTILITIES, AND SHALL NOTIFY
ENGINEER IF PIPE SIZE CHANGES ARE REQUIRED BECAUSE OF EXISTING CONDITIONS.
2 -THE PLUMBING CONTRACTOR SHALL DETERMINE THE EXTENT TO WHICH EXISTING
PIPING WILL HAVE TO BE REROUTED, RELOCATED , OR RECONNECTED, AND THE
AMOUNT OF ADDITIONAL WORK WHICH MAY BE REQUIRED DUE TO THE PHYSICAL
CONDITIONS OF THE PIPING SHALL BE PERFORMED UNDER THIS CONTRACT WITHOUT
ADDITIONAL CHARGES TO THE OWNER.
3 -THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE ACTUAL DIMENSIONS
AND ROUGH -IN LOCATIONS FOR THE EQUIPMENT BEING REUSED.
4- PLUMBING EQUIPMENT THAT IS TO REMAIN IN AREAS WHERE THE INSTALLATION
WILL INTERFERE WITH THE INSTALLATION OF NEW EQUIPMENT OR NEW ARCHITECTURAL
CHANGES , SHALL BE REMOVED, RELOCATED, OR RE- ROUTED TO PERMIT COMPLETION
OF SUCH WORK.
5- SALVAGED MATERIALS, EQUIPMENT, AND PLUMBING FIXTURES SHALL BE DELIVERED
TO THE OWNER AT HIS PROPERTY AND STORED WITHIN THE BUILDING WHERE
DIRECTED. ANY REMOVED MATERIALS OR EQUIPMENT WHICH THE OWNER DOES NOT
WISH TO KEEP SHALL BE DISPOSED OF BY THE CONTRACTOR, WITHOUT ADDITIONAL
COST TO THE OWNER.
6 -ALL PRESENT PIPING IN EXISTING AREAS TO BE ALTERED, WHICH WILL HAVE NO
USE UPON COMPLETION OF THE ALTERATIONS SHALL BE REMOVED. PIPING WHICH IS
OR WILL BECOME EXPOSED TO VIEW, OR WILL INTERFERE WITH THE INSTALLATION
AND COMPLETION OF THE WORK REQUIRED, SHALL BE RELOCATED. PIPING SHALL NOT
BE RUN EXPOSED THROUGH EXISTING OR NEW FINISH SPACE UNLESS WRITTEN
PERMISSION IS GRANTED BY THE OWNER.
7- INTERRUPTION OF EXISTING FACULTIES OR SERVICES SHALL BE KEPT TO A
MINIMUM AND THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR
REQUIRED WHENEVER TEMPORARY CONDITIONS ARE NECESSARY TO MAINTAIN
CONTINUITY OF SERVICE . INTERRUPTION OF SERVICES , THE INSTALLATION OF
TEMPORARY FACILITIES, AND THE WORK OF MAKING FINAL CONNECTIONS TO NEW
WORK SHALL BE DONE ONLY AT SUCH TIMES AS PERMITTED AND SCHEDULED BY
THE OWNER WITHOUT ADDITIONAL COST. THE PLUMBING CONTRACTOR SHALL BE
RESPONSIBLE TO COORDINATE THE SERVICE INTERRUPTIONS WITH THE OWNER AND
GENERAL CONTRACTOR.
DESIGN
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- 151 SEVILLA AVENUE, SUITE 200
CORAL GABLES, FL 33134
OFFICE: (305) 442 -1188
FAX: (305) 445 -1509
WWW. ADCINTERNATIONAL.NET
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STATE OF FLORIDA AR- 0010536
RAYMUNDO FEITO, R.A. AA- CO01315
Architect • Sea[/Signature
PLUMBING
Scale: a" = V -0"
FLOOR -PLAN-- (DEMOLITION)
V j sT l i
" Client Information. HEALT . ALTY.
2601 `SW 37tif�AVENUE-
SUITE 805
MIAMI, FL 33133
OFFICE: (305) 446 -3666 -
Project Number
09127
CAD File Name` I
ONE 7000 PLACE - SUITE 545 - DR.PEREZ
, Description
PLUMBING FLOOR PLAN - DEMOLITION-
Scale
AS'NOTED
Consultant . Seal/Signature
ENGINEERING
DESIGN ' x
LJ
21 SW 102 Ct. Miami�Fl., 33 v $
rn ®f M «T
V Office: (786) 863 -7091` P
z Fax: (305) 220 -51966 a ..
pgengineerdesign@bellsouth.net
P-1 .0
STATE OF FLORIDA'
^ ERGUIN CAPOTE P.E. No. 62r ,
L1. LUIS O. PEREZ, PE P.E. No. 62586
Construction Documents for:
GENERAL PLUMBING NOTES.
1.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,AND ALL APPLICABLE LOCAL ORDINANCES.
C. SANITARY PIPE FITTINGS:
14.
at:
2.
ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE
ONE 7000 PLACE
SUITE: 545
COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AFTER COMPLETION OF WORK.
5th FLOOR
7000 SW 62nd AVENUE
SOUTH MIAMI, FL 33143
15.
Issue . Date & Issue Description Drawn By Checked By
3.
01 12/04/09
AC AR
PERMIT ISSUE
RATED CONSTRUCTION, FIRE SAFE TO PROVIDE PROTECTION MATCHING REQUIRED FIRE RESISTANCE RATING.
MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE.
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D. DOMESTIC WATER PIPING AND FITTINGS SHALL CONFORM WITH TABLES 605.4 through 605.8. OF THE F.P.C. AND SHALL BE ONE
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4.
CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. FIELD VERIFY LOCATION
OF THE FOLLOWING TYPES:
LINES WHICH MAY PREVENT VENTING IF FILLED WITH CONDENSATION.
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OF EXISTING POINTS OF CONNECTIONS BEFORE SUBMITTING BID. OBTAIN ANY REQUIRED CLARIFICATION BEFORE COMMENCING WORK.
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D.1 COPPER TYPE ABOVE GROUND AND COPPER TYPE BELOW GROUND CONFORMING WITH ASME 8 -88, AND ASTM B -16.
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5.
WHERE INDICATED OR REQUIRED, EXISTING SYSTEM COMPONENTS SHALL BE CAREFULLY REMOVED OR RELOCATED. EACH RESULTING
LEAD - FREE SOLDER. DOMESTIC WATER PIPING SHALL NO BE INSTALLED BELOW SLAB, UNLESS INDICATED OTHERWISE ON
17.
CEILING ACCESS PANELS SHALL BE PROVIDED FOR VALVES INSTALLED ABOVE OTHERWISE NON - ACCESSIBLE CEILINGS.
CO)
OPENING IN THE BUILDING CONSTRUCTION SHALL BE PROPERLY PATCHED AND FINISHED WITH THE SAME MATERIALS AS THOSE
THESE DRAWINGS
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18.
NO EQUIPMENT OR MATERIALS SHALL BE PURCHASED OR INSTALLED PRIOR TO FINAL APPROVAL OF SHOP DRAWINGS.
ADJACENT TO THE OPENING.
D.2 PROVIDE WATER HAMMER ARRESTOR 18" HIGH, NEXT LARGE SIZE THAN PIPE SERVING FIXTURE.
6.
COORDINATE NEW PLUMBING WORK WITH LIGHTING, ELECTRICAL, DUCTWORK,STRUCTURAL FRAMING AND CEILING SYSTEMS.
D.3 INSULATE ALL HOT WATER PIPING WITH 1" RIGID FIBERGLASS OR 1/2" THICK FLEXIBLE FOAM INSULATION
19.
THE CONTRACTOR SHALL PROVIDE A SET OF PRINTS CLEARLY MARKED TO SHOW AS -BUILT CONDITIONS AT THE COMPLETION OF
Date & Delta Description r Drawn By Checked By
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FURNISH AND INSTALL DIELECTRIC COUPLINGS AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS.
TO FIELD CONDITIONS BEFORE COMMENCING WORK.
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CONTRACTOR SHALL COORDINATE LOCATION AND SIZE OF ALL PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS AND ROOFS WITH
E.1 JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL.
OR SITE OBSERVATIONS, AND ARE ONLY APPROXIMATE IN LOCATION. THE CONTRACTOR SHALL VERIFY THESE LOCATIONS, CONNECTION
OTHER TRADES AND REPORT ANY DISCREPANCIES TO ARCHITECT /ENGINEER.NO STRUCTURAL MEMBER SHALL BE CUT OR MODIFIED
E.2 PROVIDE CHROME PLATED BRASS ESCUTCHEONS WITH LOCKING SCREWS WHERE PIPE PASS THROUGH FINISHED WALLS.
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WITHOUT WRITTEN AUTHORIZATION.
E.3 A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND WASTE STACK.
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PLUMBING
Scale: a" = V -0"
FLOOR -PLAN-- (DEMOLITION)
V j sT l i
" Client Information. HEALT . ALTY.
2601 `SW 37tif�AVENUE-
SUITE 805
MIAMI, FL 33133
OFFICE: (305) 446 -3666 -
Project Number
09127
CAD File Name` I
ONE 7000 PLACE - SUITE 545 - DR.PEREZ
, Description
PLUMBING FLOOR PLAN - DEMOLITION-
Scale
AS'NOTED
Consultant . Seal/Signature
ENGINEERING
DESIGN ' x
LJ
21 SW 102 Ct. Miami�Fl., 33 v $
rn ®f M «T
V Office: (786) 863 -7091` P
z Fax: (305) 220 -51966 a ..
pgengineerdesign@bellsouth.net
P-1 .0
STATE OF FLORIDA'
^ ERGUIN CAPOTE P.E. No. 62r ,
L1. LUIS O. PEREZ, PE P.E. No. 62586
GENERAL PLUMBING NOTES.
1.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,AND ALL APPLICABLE LOCAL ORDINANCES.
C. SANITARY PIPE FITTINGS:
14.
INSULATE ALL AIR CONDITIONING AND REFRIGERATION CONDENSATE DRAIN WITH 3/4" INCOAFLEX PIPE INSULATION OR EQUAL.
2.
ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE
CA JOINTS FOR HUBLESS PIPE AND FITTING SHALL CONFORM EITH THE F.P.C. AND THE MANUFACTURER'S INSTALLATION
FINISHED, WHERE EXPOSED, WITH 2 COATS OF WHITE LATEX PAINT AS PER MANUFACTURER'S INSTRUCTION.
COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AFTER COMPLETION OF WORK.
INSTRUCTIONS AND LOCAL CODE REQUIREMENTS. HUBLESS COUPLINGS SHALL CONFORM TO CISPI 301. JOINTS FOR HUB AND
SPIGOT PIPE SHALL BE INSTALLED WITH COMPRESSION GASKETS CONFORMING TO THE REQUIREMENTS OF ASTM STANDARD
15.
PIPING PENETRATION AT ROOFS, CEILINGS, FLOORS AND WALLS SHALL BE SEALED AIR AND WATER TIGHT. WHERE PENETRATING FIRE
3.
PLUMBING CONTRACTOR SHALL FURNISH WRITTEN GUARANTEE THAT ALL PLUMBING WORK SHALL BE FREE OF DEFECTS OF
C -564 OR SHALL BE INSTALLED WITH LEAD AND OAKUM.
RATED CONSTRUCTION, FIRE SAFE TO PROVIDE PROTECTION MATCHING REQUIRED FIRE RESISTANCE RATING.
MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE.
D. DOMESTIC WATER PIPING AND FITTINGS SHALL CONFORM WITH TABLES 605.4 through 605.8. OF THE F.P.C. AND SHALL BE ONE
16.
ALL HORIZONTAL VENT PIPING SHALL SLOPE TO DRAW TO STACKS. NO POCKETS OR LOW POINTS SHALL BE CREATED IN THE VENT
4.
CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. FIELD VERIFY LOCATION
OF THE FOLLOWING TYPES:
LINES WHICH MAY PREVENT VENTING IF FILLED WITH CONDENSATION.
OF EXISTING POINTS OF CONNECTIONS BEFORE SUBMITTING BID. OBTAIN ANY REQUIRED CLARIFICATION BEFORE COMMENCING WORK.
'L' 'K'
D.1 COPPER TYPE ABOVE GROUND AND COPPER TYPE BELOW GROUND CONFORMING WITH ASME 8 -88, AND ASTM B -16.
5.
WHERE INDICATED OR REQUIRED, EXISTING SYSTEM COMPONENTS SHALL BE CAREFULLY REMOVED OR RELOCATED. EACH RESULTING
LEAD - FREE SOLDER. DOMESTIC WATER PIPING SHALL NO BE INSTALLED BELOW SLAB, UNLESS INDICATED OTHERWISE ON
17.
CEILING ACCESS PANELS SHALL BE PROVIDED FOR VALVES INSTALLED ABOVE OTHERWISE NON - ACCESSIBLE CEILINGS.
OPENING IN THE BUILDING CONSTRUCTION SHALL BE PROPERLY PATCHED AND FINISHED WITH THE SAME MATERIALS AS THOSE
THESE DRAWINGS
18.
NO EQUIPMENT OR MATERIALS SHALL BE PURCHASED OR INSTALLED PRIOR TO FINAL APPROVAL OF SHOP DRAWINGS.
ADJACENT TO THE OPENING.
D.2 PROVIDE WATER HAMMER ARRESTOR 18" HIGH, NEXT LARGE SIZE THAN PIPE SERVING FIXTURE.
6.
COORDINATE NEW PLUMBING WORK WITH LIGHTING, ELECTRICAL, DUCTWORK,STRUCTURAL FRAMING AND CEILING SYSTEMS.
D.3 INSULATE ALL HOT WATER PIPING WITH 1" RIGID FIBERGLASS OR 1/2" THICK FLEXIBLE FOAM INSULATION
19.
THE CONTRACTOR SHALL PROVIDE A SET OF PRINTS CLEARLY MARKED TO SHOW AS -BUILT CONDITIONS AT THE COMPLETION OF
CONSTRUCTION.
(ARMAFLEX). FLEXIBLE FOAM INSULATION SHALL NOT BE SPLIT, AND SHALL BE TAPED AT BUTT JOINTS.
7.
CONTRACTOR SHALL BECOME FAMILIAR WITH ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT /ENGINEER OF ANY DEVIATION DUE
20.
FURNISH AND INSTALL DIELECTRIC COUPLINGS AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS.
TO FIELD CONDITIONS BEFORE COMMENCING WORK.
E. WALL CLEANOUTS.
21.
THE EXISTING PLUMBING LINES INDICATED OR NOTED ON THESE DRAWINGS, ARE SHOWN AS OBTAINED FROM EXISTING INFORMATION
8.
CONTRACTOR SHALL COORDINATE LOCATION AND SIZE OF ALL PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS AND ROOFS WITH
E.1 JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL.
OR SITE OBSERVATIONS, AND ARE ONLY APPROXIMATE IN LOCATION. THE CONTRACTOR SHALL VERIFY THESE LOCATIONS, CONNECTION
OTHER TRADES AND REPORT ANY DISCREPANCIES TO ARCHITECT /ENGINEER.NO STRUCTURAL MEMBER SHALL BE CUT OR MODIFIED
E.2 PROVIDE CHROME PLATED BRASS ESCUTCHEONS WITH LOCKING SCREWS WHERE PIPE PASS THROUGH FINISHED WALLS.
POINTS AND SIZES BEFORE PROCEEDING WITH WORK.
WITHOUT WRITTEN AUTHORIZATION.
E.3 A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND WASTE STACK.
22.
PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF OWNER EQUIPMENT, FURNITURE AND CARPETING WITHIN THIS
BUILDING. COVER AND WRAP EQUIPMENT, FURNITURE AND CARPETING AS NECESSARY. DUST AND DEBRIS SHALL BE STRICTLY
9.
DRAWING ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR EXACT LOCATION OF FIXTURES AND PIPING.
F. VALVES.
CONTROLLED. CLOSE COORDINATION WITH OWNER WILL BE REQUIRED.
10.
CONTRACTORS SHALL BE RESPONSIBLE FOR ALL PERMITS, TAXES, INSPECTIONS AND TEST FEES.
F.1 QUATER TURN BALL VALVES, RATED FOR 125 PSI. MANUFACTURED BY NIBCO, SCOTT, STOCKHAM OR EQUAL.
23.
WHERE REQUIRED, EXISTING CEILINGS SHALL BE REMOVED TO MODIFY THE EXISTING PLUMBING SYSTEMS. THESE CEILINGS SHALL BE
F.2 PROVIDES STOPS AT ALL PLUMBING FIXTURES. EXPOSED STOPS SHALL BE CHROME PLATED.
REPLACED TO MATCH ADJACENT SURFACES.
11.
ALL MATERIALS TO BE PROVIDED UNDER THIS DOCUMENTS SHALL MEET ALL THE REQUIREMENTS OF THE F.P.C, AND ALL OTHER
LOCAL STANDARDS AND REGULATIONS. MATERIALS SHALL BE NEW, FREE OF DEFECTS AND OF AMERICAN MANUFACTURER,
G. PLUMBING FIXTURES.
24.
ALL DISCONNECTED PLUMBING LINES SHALL BE EITHER RECONNECTED OR CAPPED.NO LINES SHALL REMAIN OPEN TO THE
INDELIBLY MARKED NTH MANUFACTURER NAME, WEIGHT AND /OR CLASS. MANUFACTURER NAMES SHALL BE INTERPRETED AS
ATMOSPHERE.
ESTABLISHMENT OF REQUIRED TYPE, CLASS AND QUALITY. MATERIAL SHALL BE PROVIDED AS FOLLOWS:
G.1 SEE PLUMBING FIXTURE SCHEDULE FOR FIXTURE SPECIFICATIONS.
25.
IF CEILING SPACES ARE USED AS "RETURN AIR CEILING PLENUMS ", ALL MATERIALS INSIDE THE R/A PLENUM SHALL HAVE A
A. ALL WASTE, VENT, AND STORM PIPING BELOW GRADE SHALL BE ONE OF THE FOLLOWING TYPES (AS PER TABLE - 702.2, F.P.C.)
G.2 PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION REGULATION FS.553.14.
G.3 EXPOSED HOT WATER PIPING SERVING PLUMBING FIXTURES SHALL BE PROPERLY INSULATED.
MAXIMUM FLAME SPREAD INDEX OF 25 AND A MAX SMOKE DEVELOPED INDEX OF 50. PER NFPA 90A.
MA MA
PVC PIPING IS ALLOWED INSIDE THE R/A PLENUM."
A.1 SERVICE WEIGHT CAST IRON, SOIL PIPE. PIPING AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF CISPI STANDARD
12. PERFORM THE FOLLOWING TEST:
301, ASTM A -888 OR ASTM A- 74,LATEST ISSUE.
A. NEW DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 100 PSIG FOR A PERIOD OF NO LESS THAN ONE HOUR.
A.2 BELL AND SPIGOT SERVICE WEIGHT CAST IRON, WITH LEAD AND OAKUM, OR GASKETED JOINTS. PIPING AND FITTINGS SHALL
B. WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO A 10 FOOT HEAD AND ALLOWED TO STAND UNTIL THE WATER
CONFORM TO THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A -888 OR ASTM A -74, LATEST" ISSUE.
LEVEL REMAINS CONSTANT.
A.3 SCHEDULE 40 ABS OR (DWV) PCV PIPING. FOR BUILDINGS EXCEEDING 3- STORIES IN HEIGHT, UNDERGROUND DRAINAGE
C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTING.
PIPING SHALL BE SERVICE WEIGHT CAST IRON AS PER SECTION A.1.
D. NEW, OR REPAIRED POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS MATTER AND, WHERE REQUIRED BY THE
B. ALL WASTE, VENT, AND STORM PIPING ABOVE GRADE SHALL BE ONE OF THE FOLLOWING TYPES (AS PER TABLE- 702.1, F.P.C.)
ADMINISTRATIVE AUTHORITY, DISINFECTED PRIOR TO UTILIZATION.THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED
BE THE HEALTH AUTHORITY OR WATER PURVEYOR HAVING JURISDICTION OR, IN THE ABSENCE OF A PRESCRIBED
B.1 SERVICE WEIGHT CAST IRON SOIL PIPE. PIPING AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF CISPI STANDARD
METHOD , THE PROCEDURE DESCRIBED IN EITHER AWWA C651 OR AWWA 652, OR AS DESCRIBED IN SECTION 610 FPC 2004.
301, ASTM A -888 OR ASTM A -74.
B.2 BELL AND SPIGOT, 'NO HUB' SERVICE WEIGHT CAST IRON, OR WROUGHT IRON, WITH SEALING SLEEVES AND STAINLESS STEEL
13. WASTE PIPING 2 1/2" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT MINIMUM.PIPES LARGER THAN 2 1/2" SHALL BE SLOPED
COUPLING JOINTS, CLAMPS AND BOLTS.PIPING AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF CISPI STANDARD
AT 1/8" PER FOOT MINIMUM FALL.
301, ASTM A -888 OR ASTM A -74, LATEST ISSUE.
B.3 SCHEDULE 40 ABS OR (DWV) PCV PIPING. NO COMBUSTIBLE PIPING SHALL BE LOCATED IN RETURN AIR PLENUM.
PLUMBING
Scale: a" = V -0"
FLOOR -PLAN-- (DEMOLITION)
V j sT l i
" Client Information. HEALT . ALTY.
2601 `SW 37tif�AVENUE-
SUITE 805
MIAMI, FL 33133
OFFICE: (305) 446 -3666 -
Project Number
09127
CAD File Name` I
ONE 7000 PLACE - SUITE 545 - DR.PEREZ
, Description
PLUMBING FLOOR PLAN - DEMOLITION-
Scale
AS'NOTED
Consultant . Seal/Signature
ENGINEERING
DESIGN ' x
LJ
21 SW 102 Ct. Miami�Fl., 33 v $
rn ®f M «T
V Office: (786) 863 -7091` P
z Fax: (305) 220 -51966 a ..
pgengineerdesign@bellsouth.net
P-1 .0
STATE OF FLORIDA'
^ ERGUIN CAPOTE P.E. No. 62r ,
L1. LUIS O. PEREZ, PE P.E. No. 62586