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FIXTURE
\ ITEM
WATER CLOSET
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LAVATORY
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\ REFRIGERATOR
FLOOR DRAIN
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REFER TO 'GENERAL CONDITIONS FOR RENOVATION"
SANITARY SEWER RISER
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REFER TO 'GENERAL CONDITIONS FOR RENOVATION" I
(s *) FINAL LINE DIM. BASE ON WC SELECTION BY OWNER
DOMESTIC WATER RISER
S�le:NTs
* 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.
SCHEDULE
WATER
COLD HOT
1/20 - -
1/2' 1/2'
1/2' 1/2"
1/20 - -
TRAP SEAL - -
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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- INTERRUP1ION 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.
PLUMBING RISER AND DETAILS
Scale: NTS
PROJECT NOTES
—ALL DISCONNECTED PLUMBING LINES FOR EXISTING FIXTURES SHALL BE CAPPED.NO LINES SHALL REMAIN
OPEN TO THE ATMOSPHERE
— INSTALL A WATER HAMMER ARRESTER FOR EACH PLUMBING FIXTURE SUPPLY BRANCH USING TABLE (2/P -2)
— INSTALL A SHUTOFF VALVE ON THE FIXTURE SUPPLY TO EACH PLUMBING FIXTURE.
—THE INSTALLATION OF ANY PART OF PLUMBING SYSTEM SHALL BE ACCORDING TO FBC —P SECTION 307
—ANY PLUMBING LINES WHICH REQUIRE REMOVAL AND /OR ALTERATION, G.C. SHALL CAP AND FILL SLAB
WITH SAME FIRE RATED INTEGRITY.
- PROVIDE METAL SLEEVE AT ALL WALL AND SLAB PENETRATIONS.
-ALL HORIZONTAL DRAIN PIPE 2 "- OR SMALLER SHALL BE SLOPED AT 1 /4 " /FT
-ALL HORIZONTAL DRAIN PIPE FROM 3" TO 6" SHALL BE SLOPED AT 1 /8 " /FT MIN.
-ALL HORIZONTAL DRAIN PIPE B" OR LARGER SHALL BE SLOPED AT 1 /16 " /FT MIN
- PROVIDE AUTOMATIC TRAP RESEAL FOR ALL FLOOR DRAINS
$CONNECT NEW LINES TO EXISTING, VERIFY EXACT LOCATION,SIZE & CAPACITY IN FIELD PRIOR TO BID THE
PROJECT. NOTIFY ARCHITECT & ENGINEER OF ANY DISCREPANCIES.
CONTRACTOR IS STRONGLY ENCOURAGE TO PERFORM A VISIT TO VERIFY ALL CONDITIONS THAT MAY AFFECT THE
SCOPE OF WORK.CONTRACTOR NOT PERFORMING A SITE VISIT ARE ACKNOWLEDGING AND ACCEPTING ALL SITE
CONDITIONS AS THEY EXIST. VERIFY.-POINTS OF CONNECTIONS; EXISTING LINES ( SIZE, CAPACITY,MATERIALS, ....)
-ALL PLUMBING WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH LOCAL CODES AND ORDINANCES
AND ALL STANDARDS OF CONSTRUCTION ESTABLISHED BY THE LANDLORD.
- SUBMIT SHOP DRAWINGS FOR ACCEPTANCE BY THE ARCHITECT AND /OR ENGINEER BEFORE PROCEEDING WITH
THE PURCHASE OR INSTALLATION OF THE EQUIPMENT AND MATERIALS. NO FACSIMILES OR FACSIMILE COPIES
SHALL BE ACCEPTED.
-IF ANY CONFLICT IS ENCOUNTERED WITHIN THE DESIGN DOCUMENTS, REGARDLESS OF TRADE OR RESPONSIBILITY,
THE GREATER SCOPE OF WORK SHALL PREVAIL.
THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO CONSTRUED AS
CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED.
- CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE PROCEEDING WITH WORK.IF ANY
DISCREPANCIES,ERRORS OR OMISSIONS ARE ENCOUNTERED ON PLANS, CONTRACTOR SHALL NOTIFY ARCHITECT/
ENGINEER BEFORE ANY PART OF THE WORK IS STARTED SO THAT PROPER CORRECTIONS BE MADE. IF
ARCHITECTS /ENGINEER IS NOT NOTIFIED PRIOR TO COMMENCING OF THE WORK, THE CONTRACTOR SHALL
BEAR FULL RESPONSIBILITY FOR ANY DISCREPANCIES , ERROR OR OMISSIONS.
INSTALL PER PDI STANDARDS AND
MANUFACTURER'S INSTRUCTIONS.
PROVIDE A NA AT ALL QUICK
CLOSING VALVES.
SINGLE/DOUBLE FIXTURE
HOT OR COLD WATER SUPPLY
IF HORIZONTAL BRANCH IS LESS THAN 20' LONG,
PROVIDE ONE MA AT THE END OF LINE
IF BRANCH IS GREATER THAN 20' LONG, PROVIDE
ANOTHER WHA IN MIDDLE, EACH SIZED FOR HALF THE
FIXTURE UNITS.
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MULTIPLE FIXTURE
HIDROTROL
PDI
SIZE
PIPE
SIZE
FIXTURE
UNIT LOAD
FIXTURE UNIT TABULATON
FIXTURE
COLD
HOT
5005
A
1/2"
1 -11
VALVE WATER CLOSET
10
-
5010
B
3/4"
12 -32
TANK WATER CLOSET
5
-
5020
C
1'
33 -60
URINAL
5
-
5030
D
1-1/4"
61 -113
LAVATORY /SINK
1.5
1.5
5040
E
1 -1/2"
114 -154
JANITOR'S SINK
3
3
5050
F
2"
155 -330
SHOWER /BATHTUB
2
2
FOR BATTERIES OF FIXTURES , PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING
PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0 -RING CONSTRUCTION , HAVING PDI # MA-2001,
ASSE # 1010 AND ANSI J A11126.1M CERTIFICATION , INSTALL IN HORIZONTAL OR VERTICAL POSITION , BUT
NEVER UPSIDE DOWN. THE DRAWING AND /OR PER THE TABLES SHOVE ABOVE. PROVIDE ACCESSIBILITY TO "WHA"
WHERE REQUIRED BY LOCAL CODE
WATER HAMMIER ARRESTERS
HANG PIPE LARGER THAN 4' FROM TOP
OF JOISTS ONLY AT PANEL POINT
C- CLAMP, CONNECT TO TOP
OF BEAM OR STEEL BAR JOIST
ADJUSTABLE BAND HANGER FOR PIPE 3 -1/2"
AND SMALLER AND CAST IRON PIPE 2" AND
SMALLER
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STEEL DECK
ALL— THREAD ROD -
PROVIDE COPPER
COATED HANGERS
WHERE HANGERS
CONTACT BARE
COPPER PIPE
INSTALL REINFORCING WIRE TO INSERT IN
NEW CONCRETE CONSTRUCTION.
CONCRETE SLAB
DRILLED —IN THREADED INSERT FOR EXISTING
' CONCRETE SLAB OR CAST IN PLACE FOR NEW
CONCRETE CONSTRUCTION. DO NOT USE SHOT —IN
INSERTS.
LEVIS HANGER FOR PIPE 4" AND LARGER
AND CAST IRON PIPE 3" AND LARGER
a
Li oa Rz PROVIDE GALVANIZED STEEL SHEILD FOR ALL INSULATED PIPE. VERIFY
a cox V) 3: INSULATION THICKNESS WHEN SIZING HANGERS AND SHIELDS.
1/2w
5'
7'
3/4'
5
7'
1"
6'
T
1-1/4w
7'
8'
1 -1 /2'
8'
9'
2"
8'
10'
2-1/2n
10'
11'
3"
11'
12'
4"
OPIPE HANGERS
N.T.S.
PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN
HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE
PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER
EXCEPT IN CHASES. SLOPEALL WATER PIPING SLIGHTLY TOWARD
DRAINABLE LOCATIONS. HANGER SPACING FOR PIPE SIZE: AS'
INDICATED ON TABLE. CAST IRON: 10' AND WITHIN V -0' OF ALL JOINTS.
ROD SIZES FOR PIPE SIZE: 2' AND SMALLER =3/8 ", 2 1/2" TO 3' =1/2
4' =5J8', 6' =3/4 8' AND LARGER =7/8 ". LOCATE HANGERS WITHIN
1' -0 OF VALVES AND FITTINGS. PROVIDE SUPPLEMENTARY STEEL
STRUTS BETWEEN JOISTS IF REQUIRED. LOCATE HANGERS WITHIN 1' -0'
OF EQUIPMENT CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING
DUE TO CHANGES IN WATER VELOCITY. - CHAINS AND PERFORATED STRAP
IRON AND STEEL ARE NOT ACCEPTABLE. DO NOT SUSPEND PIPE FROM
JOIST BRACING MEMBERS. REFER TO CODES AND SPECS FOR FURTHER
INFORMATION. PROVIDE SEISMIC BRACING IF /AS REQUIRED BY LOCAL
AUTHORITIES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARRALLEL
PIPES, SEE 'TRAPEZE PIPE HANGER DETAIL.'
FAUCET FLOW CONTROL
I HOT WATER OUTLET
HOT WATER
HEATER
ELECTRICAL
SUPPLY
"HOT' VALVE
'COLD" VALVE
COPPER
TUBING
SINK
MAIN PIPE
COLD WATER INLET
- SOV
LAVATORY WATER AND ALL DRAINING PIPING
SHALL BE INSULATED OR PROTECTED FROM
CONTACT. THE INSTANT HOT WATER HEATER
SHALL NOT HAVE ANY SHARP EDGE OR
ABRASIVE SURFACES , HOT WATER HEATER
SHALL BE PROTECTED FROM CONTACT.
0 INSTANT ELECT WATER HM
N.T.S
i
FLOOR CLEANOUT.(F.C.0.)
C.O. NOT TO BE LOCATED IN
CARPETED AREA.
O MAY EXTEND AS A WASTE
OR VENT. REFER TO PLANS.
2O CHROME WALLCOVER & SCREW.
O WALL
4O PLUGGED TEE W /CLEANOUT.
5O FLOOR LINE
GRADE CLEANOUT (G.C.O.)
O 1/8" C.I. BEND
7O BALANCE OF PIPING SAME AS CLEANOUT TO GRADE.
8O CLEANOUT & ACCESS COVER TO BE
FLUSH W/TOP OF FLOOR.
9O BALANCE OF PIPING SAME AS CLEANOUT TO GRADE.
10 BRASS CLEANOUT PLUG W /COUNTER SUNK HEAD.
11 FINISH GRADE
12 16' SQUARE CONC. PAD TROWEL SMOOTH AND EDGE.
13 C.I. WASTE LINE. LENGTH TO SUITE.
14 WASTE LINE
15 1/8 BEND IF CLEANOUT OCCURS AT END OF UNE.
OCLEANOUT DETAILS
N.T.S.
MAKE 1/2" BRANCH TO TRAP
PRIMER OFF TOP OF DOMESTIC
COLD WATER BRANCH PIPE TO
FIXTURE(S). INSULATE PIPE
UPSTREAM OF TRAP PRIMER, BUT
NOT DOWNSTREAM.
LOCATE TRAP PRIMER WHERE AN
ACCESS DOOR (REFER TO
SPECIFICATIONS) CAN BE PLACED
IN FRONT OF IT IN AN ACCESSIBLE
LOCATION. INSTALL PRIMER
MINIMUM 6" ABOVE FLOOD RIM OF
FIXTURE BEING SERVED.
PROVIDE FLOOR DRAIN BODY OR
P -TRAP WITH THREADED TRAP_
PRIMER CONNECTION. PROVIDE
FITTINGS AND ADAPTERS AS
REQUIRED TO MAKE WATER -TIGHT
CONNECTION TO DRAIN.
AUTOMATIC TRAP PRIMER VALVE
WITH INTVGRAL AIR GAP.
PROVIDE DISTRIBUTION UNIT(S)
WHERE MORE THAN ONE TRAP IS
SERVED BY ONE TRAP PRIMER
VALVE.
INSTALL TRAP PRIMER LINES
DOWNSTREAM OF TRAP PRIMER
OR DISTRIBUTION UNIT USING 1/2"
TYPE "K" SOFT COPPER TUBING.
INSTALL WITHOUT KINKS, AND
SLOPE CONTINUOUSLY TOWARDS
FLOOR DRAIN.
CONCRETE FLOOR
IF PIPE IS BELOW FLOOR SLAB
ON GRADE, PROVIDE 1/2'
ELASTOMERIC INSULATION FROM
PRIMER CONNECTION TO 1" ABOVE
FLOOR SLAB.
PROVIDE TRAP PRIMERS WHERE SHOWN ON FLOOR PLANS, AND WHERE REQUIRED BY
LOCAL AUTHORITIES. PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUITE
AUTHORITIES AND FIELD CONDITIONS. REFER TO SPECIFICATIONS AND PLUMBING FIXTURE
SCHEDULE FOR MORE INFORMATION.
OTRAP PRIMER IN WET WALL
N.T.S.
151 SEVILLA AVENUE, SUITE 200' _ _ _ -
CORAL GABLES, FL 33134
OFFICE: (305) 442 -1188
FAX: (305) 445 -1509
VVVVW. ADCINTERNATIONAL.NET
STATE OF FLORIDA AR- 0010536
RAYMUNDO FEITO, R.A. AA— CO01315
Architect • Seal/SignaWre
MRA EXPANSION
SUNSET PROFESSIONAL BLDG
8280 SUNSET DR
SUITE 600
SOUTH MIAMI FL
Key Plan - Scope of Work Area
/Z KEY PLAN LEGEND
AREA AT WHICH
�}/ I THE SCOPE OF
WORK WILL BE
PERFORMED.
N.I.C. AREA
CONSTRUCTION NOTE
THE CONTRACTOR, BY VIRTUE OF
" SIGNING THE CONTRACT,
ACKNOWLEDGES THATHEAND
Z ALL HIS SUBCONTRACTORS HAVE
_ SATISFIED THEMSELVES AS TO
Z ~ i , *; THE NATURE AND LOCATION OF
THE WORK THE GENERAL AND
LOCAL CONDITIONS INCLUDE, BUT
IL ARE NOT RESTRICTED TO THOSE
W BEARING UPON; ACCESS POINTS
AND POINTS OF CONNECTION TO
Q THE SITE; THE CONFORMATION
a f AND CONDITIONS OF THE WORK
N r AREA; AND THE CHARACTER OF
• EQUIPMENT AND DEVICES NEEDED
Z PRELIMINARY TO AND DURING THE
C9 I PERFORMANCE OF THE WORK
N FAILURE ON THE PART OF THE
W CONTRACTOR TO COMPLETELY OR
PROPERLY EVALUATE ANY
[� FACTORS OF COSTS PRIOR TO
0 v,. a BIDDING SHALL NOT FORMA BASIS
4" FOR ADDITIONAL COMPENSATION
LLI IF HE IS AWARDED THE CONTRACT.
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? Date & Issue Description Drawn By Checked By
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Q Date & Issue Description Drawn By Checked By
Project Number Client Name
09032 PROI"ED FIRZMR11M
Description Client Address
PLUMBING RISER 8 DETAILS 16% NE MIAMI GARDENS DR
SUITE 8
Scale K MIAMI BEACH, FL 33119
AS SHOWN Client Phone Number
(305) 941 -8800
CAD File Name
C:JPr0Jecte1ob22W9tJADC1 /2MRA EXPANSION
Consultant • Seal/Signature
ENGINE RING
Z
DESIG ,
GRO .
z 21 SW 102 Ct. Miami, :.
Office: (786) 863- 1 • • .
Fax: (305) 22 -5196 J
pgengineerdesign®bellsouanet
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STATE OF FLORIDA
LUIS O. PEREZ, PE P.E. No. 62586