12-559-037COVER SECURED WOOD TRUSS/ JOIST
WITH SCREWS
THREADED C.O. PLUG
GRADE y'
I
dG
SLIP JOINT
4 "x6" DIA. CONCRETE r4
PAD FLUSH W /FIN. GRADE
EXTEF IOR TYPE
PROVIDE NICKEL BRONZE FLOOR
PLATE TO BE COMPATIBLE WITH
- INSTALLED FLOOR TYPE.
�,.
STEEL I
OR BAR
EXTENSION TO
SOIL OR WASTE
LINE
FLOOR
WALL
TYPICAL CLEANOUT DETAILS
N.T.S.
CENTER I BEAM
LOAD CLAMP
a
ALL THREADED
HANGER .OD
BEAM CONC. SLAB
OCK NUT
a• ; '4 :e
)ED Jed
OD
DROP IN ANCHOR
ALL THREADED'�
HANGER ROD
POWDER DRIVEN STUDS MAY BE
USED IN LIEU OF LISTED CONCRETE
INSERTS WHERE APPROVED BY
STRUCTURAL ENGINEER
BLAZEMASTER® PIPE
HANGER SPACING
NOMINAL SIZE
inches
MAX SPACING
feet
2" THICK CONCRETE LID
3/4'
4.0'
3 /8e
1"
5.0'
CONDENSATE WITH STEEL LIFT HANDLE.
6.0'
12" CONCRETE PIPE
BRASS PLUG
2°
7.0'
DRAIN RELIEF
7.0'
SECTION.
3'
7.0'
4"
PIPE ANCHOR
6°
7.0'
8°
7,0'
s
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0
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FINISHED
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BACKFILL
0
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GRADE.
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4
/18
2" PVC PIPE
"X18 "X18"
FROM A/C UNIT DR
CONCRETE
PAD
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TO SEWER LINE
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L
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ROCK.
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FLOOR
WALL
TYPICAL CLEANOUT DETAILS
N.T.S.
CENTER I BEAM
LOAD CLAMP
a
ALL THREADED
HANGER .OD
BEAM CONC. SLAB
OCK NUT
a• ; '4 :e
)ED Jed
OD
DROP IN ANCHOR
ALL THREADED'�
HANGER ROD
POWDER DRIVEN STUDS MAY BE
USED IN LIEU OF LISTED CONCRETE
INSERTS WHERE APPROVED BY
STRUCTURAL ENGINEER
BLAZEMASTER® PIPE
HANGER SPACING
NOMINAL SIZE
inches
MAX SPACING
feet
ROD
SIZE
inches
3/4'
4.0'
3 /8e
1"
5.0'
1%.
6.0'
1%.
7.0'
2°
7.0'
2V
7.0'
1 /2"
3'
7.0'
4"
7,0'
6°
7.0'
8°
7,0'
c`-"ss u
L0
`�.Yster`
WL -2100
1, 2 Hr. F Ratinea
0, 1 & 1 1/2 Hr- Rating
Gypsum wall
board assembly
ALL THREA
HANGER R
NUT
CI EVIS HAN
PIPE 0.1
CONDENSATE DRYWELL DETAIL
CLEAN -OUT TEE KT.&
NOTES:
1- DRYWELL DRAIN REQUIRED TO BE 18" MINIMUM FROM WALL.
,HROME PLATED
3RONZE WALL PLATE
.• •I .T 1
/1 EYE SOCKET
`LAG SCREW
ALL THREADED
HANGER ROD
ALL THRE
HANGER
NUT
ADJUSTABLE
LOOP HAt
PIPE
-F ENERSTCHLL BE S
FASTENERS, E. SA '
PROVIDED WITH FACTORY APPLIED
HOT DIPPED GALVANIZING PIPE HANGERS
-ALL HANGERS SHALL BE LISTED N,TA
FOR THEIR INTENDED SERVICE
PVC or ABS pipe,
or PEX tubing.
Intumescent firestop sealant..
Depth as required
by manuf.
* Refer to UL Fire Resistance Directory For Complete Installation Requirements.
PLASTIC NON-INSULATED PIPE THRU GYPSUM BOARD WALL
UTZ (U' TO 6' DW
PROVIDE AN SLOTTED
CAP AT THE TOP OF
RISER FOR VENTING
UNION
(TYPICAL)
UNION
(TYPICAL) N
A/C UNIT
SLOPE @ 1 /8 " /FT. ~ 1 41
d
\_CD PIPING. REFER LBOTTOM OF PAN
TO PLAN FOR
CONTINUATION.
D= d +SP +1" D= d +0.5 *SP +0.5"
T =D +1 " T =D +1"
BLOW -THRU TRAPPM SUM DRAW -THRU TRAPPM SMNC3
D - TRAP SEAL DEPTH (IN)
T - TOTAL TRAP DEPTH (IN)
SP - CASING STATIC PRESSURE (IN of WG)
d - PIPE DIAMETER (IN)
NOTES:
1 MINIMUM CONDENSATE DRAIN PIPE DIAMETER SHALL BE EQUAL TO UNIT DRAIN
CONNECTION & MATERIAL AS PER FBC PLUMBING SECTION 314.2.2. COMBUSTIBLE
PIPING SHALL NOT BE USED IN RETURN AIR PLENUM. SEE PLAN FOR PIPE SIZES.
2 ALL DIMENSION SHOWN ARE THE MINIMUM REQUIRED. CONTRACTOR SHALL VERIFY
MANUFACTURER RECOMMENDATIONS AND IMPLEMENT THE SIZES THAT RESULT IN
A DEEPER SEALED TRAP.
3 AUXILIARY AND SECONDARY DRAIN SYSTEMS SHALL COMPLY WITH F.M.C. SECTION
307.2.3. AN APPROVED WATER LEVEL DETECTOR OR FLOAT SWITCH TO SHUT DOWN
THE UNIT MAY BE INSTALLED AS PER F.M.C. 307.2.3.
4 PRIMARY DRAIN WITHIN UNCONDITIONED AREAS SHALL BE INSULATED.
CONDENSATE TRAP DETAIL
NLT.S
UL
`rYster"
WL -5014
1, 2 Hr. F Rating
Gypsum wall
board assembly.
Intumescent firestop sealant.
Depth as required
by manuf.
Steel or Iron pipe, Copper pipe
or tube with insulation.
* Refer to UL Fire Resistance Directory for Complete Installation Requirements.
METALLIC INSULATED PIPE THRU GYPSUM BOARD WALL
RLT.S (UP TO 6' DIA.}
GENERAL H.V.A.C. NOTES GENERAL PLUMBING NOTES
1. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE LATEST EDITION
1.1. ALL WORK TO BE PERFORMED UNDER THESE DOCUMENTS SHALL CONFORM WITH THE FLORIDA BUILDING AND ALL APPLICABLE LOCAL ORDINANCES.
CODE, AND ALL OTHER APPLICABLE STATE AND LOCAL REGULATIONS AND ORDINANCES. 2. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS
1.2. ALL WORK SHALL BE PERFORMED BY A LICENSED AND INSURED MECHANICAL CONTRACTOR, IN A FIRST WORKMANLIKE MANNER: THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AFTER COMPLETION
CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AFTER COMPLETION OF OF WORK.
WORK, 3. PLUMBING CONTRACTOR SHALL FURNISH WRITTEN GUARANTEE THAT ALL PLUMBING WORK SHA.?'
1.3, MECHANICAL CONTRACTOR SHALL FURNISH WRITTEN GUARANTEE THAT THE INSTALLED SYSTEM SHALL BE BE FREE OF DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM
FREE OF MATERIALS AND WORKMANSHIP DEFECTS FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE FINAL ACGEPTANCE.
BY THE OWNER. 4. DURING THE BIDDING PROCESS CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY
1.4. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING HIS OWN PERMIT AND PAYING ALL PERMIT AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS, LOCATION OF EXISTING POINTS OF
INSPECTION FEES. CONNECTIONS SHALL BE FIELD VERIFIED BEFORE SUBMITTING BID. REQUEST ANY REQUIRED
1.5. SUBMIT SHOP DRAWINGS FOR ACCEPTANCE BY THE ARCHITECT AND /OR ENGINEER BEFORE PROCEEDING CLARIFICATION AND NOTIFY ARCHITECT AND /OR ENGINEER OF DISCREPANCIES BETWEEN FIELD
WITH PURCHASE OR INSTALLATION OF THE EQUIPMENT AND MATERIALS CONDITIONS AND CONSTRUCTION DOCUMENTS BEFORE COMMENCING WORK,
1.6. THE CONTRACTOR SHALL PROVIDE A SET OF PRINTS CLEARLY MARKED TO SHOW AS -BUILT CONDITIONS AT 5. COORDINATE NEW PLUMBING WORK WITH LIGHTING, ELECTRICAL, DUCTWORK, STRUCTURAL
THE COMPLETION OF CONSTRUCTION, FRAMING AND CEILING SYSTEMS.
1.7. INTERRUPTION OF EXISTING FACILITIES AND / OR SERVICES SHALL BE KEPT TO A MINIMUM. THE 6, CONTRACTOR SHALL COORDINATE LOCATION AND SIZE OF ALL PENETRATIONS THROUGH WALLS,
CONTRACTOR SHALL FURNISH ALL MATERIALS REQUIRED WHENEVER TEMPORARY CONNECTIONS ARE CEILINGS, FLOORS AND ROOFS WITH OTHER TRADES AND REPORT ANY DISCREPANCIES TO
NECESSARY TO MAINTAIN CONTINUITY OF SERVICES. COORDINATE ALL INTERRUPTIONS WITH OWNER. ARCHITECT /ENGINEER. NO STRUCTURAL MEMBER SHALL BE CUT OR MODIFIED WITHOUT WRITTEN
1.8. PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF OWNER EQUIPMENT, FURNITURE AND AUTHORIZATION.
CARPETING WITHIN THIS BUILDING. COVER AND WRAP EQUIPMENT, FURNITURE AND CARPETING AS 7. DRAWING ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR EXACT LOCATION OF FIXTURES
NECESSARY. DUST AND DEBRIS SHALL BE STRICTLY CONTROLLED. CLOSE COORDINATION WITH OWNER WILL AND PIPING.
BE REQUIRED. DURING CONSTRUCTION CONTRACTOR SHALL FOLLOW THE "SMACNA" 1995 "INDOOR AIR 8, CONTRACTORS SHALL BE RESPONSIBLE FOR ALL PERMITS, TAXES, INSPECTIONS AND TEST FEES.
QUALITY GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION 9• ALL MATERIALS TO BE PROVIDED UNDER THIS CONTRACT SHALL MEET ALL THE REQUIREMENTS
1.9. ALL BUILDING CONSTRUC1ION AFFECTED BY THE REMOVAL, RELOCATION OR INSTALLATION OF ANY PIECE OF THE F.P.C, AND ALL OTHER LOCAL STANDARDS AND REGULATIONS. MATERIALS SHALL BE
' OF EQUIPMENT SHALL BE REPAIRED AND FINISHED AS REQUIRED TO MATCH EXISTING CONDITIONS, OR AS NEW, FREE OF DEFECTS AND OF AN AMERICAN MANUFACTURER, INDELIBLY MARKED WITH
MANUFACTURER NAME, WEIGHT AND /OR CLASS,MANUFACTURER NAMES SHALL BE INTERPRETED
DIRECTED BY THE ARCHITECTURAL DRAWINGS AND/ OR SPECIFICATIONS, AS ESTABLISHMENT OF REQUIRED TYPE, CLASS AND QUALITY. MATERIAL SHALL BE PROVIDED AS
1.10. IF ANY CONFLICT IS ENCOUNTERED WITHIN THE DESIGN DOCU MEN TS, REGARDLESS OF TRADE OR FOLLOWS:
RESPONSIBILITY, THE GREATER SCOPE OF WORK SHALL PREVAIL. A. ALL WASTE, VENT, AND STORM PIPING BELOW GRADE SHALL BE ONE OF THE FOLLOWING
2, FIELD VERIFICATION TYPES (AS PER TABLE - 702,2, F.P.C.:
A.1. SERVICE WEIGHT CAST IRON, SOIL PIPE, PIPING AND FITTINGS SHALL CONFORM TO
2.1, ALL WORK SHALL BE FIELD VERIFIED BEFORE INSTALLATION AND COORDINATED WITH ALL OTHER TRADES. THE REQUIREMENTS OF CISPI STANDARD 301, ASTM -888 OR ASTM A -74, LATEST
2.2. WHERE INTERFERENCES OCCUR AND DEPARTURES FROM INDICATED DESIGN WILL BE REQUIRED TO ISSUE,
DETERMINE CHANGES ON LOCATIONS, SIZES AND ELEVATIONS OF PIPING, DUCTWORK, ETC. THE A.2, BELL AND SPIGOT SERVICE WEIGHT CAST IRON, WITH LEAD AND OAKUM, OR
CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE CHANGE ACCOMPANIED BY A DETAILED GASKETED JOINTS. PIPING AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF
CISPI STANDARD 301, ASTM A -888 OR ASTM A-74,
BUILDINGS LATEST ISSUE,
DRAWING FOR APPROVAL FROM ARCHITECT/ ENGINEER PRIOR TO PROCEEDING WITH ANY CHANGE OR A.3. SCHEDULE 40 ABS OR (DWV) PVC PIPING. FOR BUILDINGS EXCEEDING 3- STORIES IN
DEPARTURES FROM EXISTING CONTRACT,
2,3. COORDINATE LOCATION OF DUCTWORK WITH OTHER TRADES, PARTICULARLY WHERE DUCTS RUN THROUGH HEIGHT, UNDERGROUND DRAINAGE PIPING SHALL BE SERVICE WEIGHT CAST IRON AS
STRUCTURAL ELEMENTS. PROVIDE ALL NECESSARY SLEEVES BEFORE CONCRETE IS POURED. PER SECTION A,1. FOAM CORE PIPING SHALL NOT BE USED.
B
2.4. CONTRACTOR SHALL VERIFY EXISTING DUCTWORK SIZES WHICH CONNECT TO NEW DUCTWORK BEFORE B. ALL WASTE, VENT, AND STORM PIPING ABOVE GRADE SHALL BE ONE OF THE FOLLOWING
FABRICATION AND INSTALLATION, TYPES (AS PER TABLE - 702,1, F.P.C.)
2.5. CONTRACTOR SHALL VERIFY EXISTING PIPING SIZES WHICH CONNECT TO NEW PIPING BEFORE FABRICATION B.
AND SERVICE WEIGHT CAST IRON SOIL PIPE. PIPING AND FITTINGS SHALL CONFORM WITH
AND INSTALLATION. THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A -888 OR ASTMA -74.
2.6. BEFORE CUTTING OR MAKING OPENINGS IN ANY BUILDING COMPONENT, CONTRACTOR SHALL VERIFY USING B,2. BELL AND SPIGOT, 'NO HUB' SERVICE WEIGHT CAST IRON, OR WROUGHT IRON, WITH
ANY REQUIRED MEANS THAT ITS LOAD BEARING CAPABILITY IS NOT COMPROMISED IN ANY MATTER. SEALING SLEEVES AND STAINLESS STEEL COUPLING JOINTS, CLAMPS AND BOLTS.
PIPING AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF CISPI STANDARD
3. EXISTING SYSTEMS 301, ASTM A -888 OR ASTM A -74, LATEST ISSUE.
B,3. SCHEDULE 40 ABS OR (DWV) PVC PIPING. NO COMBUSTIBLE PIPING SHALL BE
3.1. CONTRACTOR SHALL INSPECT AND SERVICE EXISTING AIR CONDITIONING SYSTEMS TO REMAIN. WORK SHALL LOCATED IN RETURN AIR PLENUM. FOAM CORE PIPING SHALL NOT BE USED.
INCLUDE CLEAN EVAPORATOR COILS, CLEAN CONDENSER COILS, CHECK AND ADJUST REFRIGERANT CHARGE C. SANITARY PIPE FITTINGS:
AS REQUIRED, LUBRICATE FAN MOTORS AND BEARINGS, ADJUST FAN BELTS OR REPLACE WORN BELTS, C.1. JOINTS FOR HUBLESS PIPE AND FITTING SHALL CONFORM WITH THE F.P.0 AND THE
CLEAN FAN SCROLLS, CHECK ALL ELECTRICAL COMPONENTS FOR PROPER OPERATION, TIGHTEN ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LOCAL CODE REQUIREMENTS.
ELECTRICAL CONNECTIONS, PROVIDE NEW SET OF FILTERS, CHECK REFRIGERANT SYSTEM AND COMPONENTS HUBLESS COUPLINGS SHALL CONFORM TO CISP 1301. JOINTS FOR HUB AND SPIGOT
FOR PROPER OPERATION (IF APPLICABLE), PIPE SHALL BE INSTALLED WITH COMPRESSION GASKETS CONFORMING TO THE
32. CONTRACTOR SHALL VERIFY THE COOLING AND HEATING CAPACITIES AND AIR SUPPLY VOLUMES OF ALL REQUIREMENTS OF ASTM STANDARD C -564 OR SHALL BE INSTALLED WITH LEAD AND
EXISTING HVAC SYSTEMS TO REMAIN. THE CONTRACTOR SHALL ADVISE THE ARCHITECT AND ENGINEER OF OAKUM.
ANY DEVIATION FROM WHAT IS INDICATED ON PLANS, BEFORE PROCEEDING WITH WORK (IF APPLICABLE), D. DOMESTIC WATER PIPING AND FITTINGS SHALL CONFORM WITH TABLES 605.3 THRU 605.5.
3.3. ALL EXISTING MECHANICAL EQUIPMENT LOCATED ON THE EXTERIOR OF THE BUILDING SHALL BE OF THE F.P.C. AND SHALL MEET THE FOLLOWING TERMS:
CONSTRUCTED AND INSTALLED TO WITHSTAND HURRICANE FORCE WINDS FROM ANY DIRECTION AS PER D.1. WHEN COPPER IS USED TYPE 'L' SHALL BE ABOVE GROUND AND TYPE 'K' BELOW
F.B.C. GROUND CONFORMING WITH ASME B -88, AND ASTM B -16, LEAD -FREE SOLDER.
3.4. CONTRACTOR SHALL INSPECT ALL EXISTING DUCTWORK TO BE REUSED AND MAKE ANY NECESSARY D.2, DOMESTIC WATER PIPING SHALL NO BE INSTALLED BELOW SLAB, UNLESS INDICATED
REPAIRS TO ENSURE AN AIRTIGHT SYSTEM. AIR LEAKAGE RATES SHALL BE IN CONFORMANCE WITH THE OTHERWISE ON THESE DRAWINGS,
SMACNA'S STANDARDS. DUCTWORK INSULATION SHALL BE INSPECTED AND REPLACED IN AREAS WHERE THE D,3. PROVIDE WATER HAMMER ARRESTOR WHERE QUICK - CLOSING VALVE ARE UTILIZED.
INSULATION IS DETERIORATED, DAMAGED, OR NOT CONTINUOUS. ALL WORK AND MATERIALS SHALL BE IN THEY SHALL CONFORM TO ASSE 1010 AND BE INSTALLED AS PER
CONFORMANCE WITH THE CONTRACT DOCUMENTS. INSPECT AND REPAIR IF REQUIRED DUCT SUPPORTS TO
MANUFACTURERS SPECIFICATION.
ENSURE SECURE MOUNTING OF THE DUCT SYSTEM (IF APPLICABLE). D.4. INSULATE ALL HOT WATER PIPING WITH 1" RIGID FIBERGLASS OR 1/2" THICK
3.5. CONTRACTOR SHALL ADVISE THE OWNER OF THE GENERAL CONDITIONS OF THE EXISTING SYSTEMS TO FLEXIBLE FOAM INSULATION (ARMAFLEX). FLEXIBLE FOAM INSULATION SHALL NOT BE
REMAIN. SPLIT, AND SHALL BE TAPED AT BUTT JOINTS.
3,6. ALL EQUIPMENT IN WORKING CONDITIONS REMOVED UNDER THIS CONTRACT SHALL BE PROTECTED AND E. WALL CLEANOUTS.
STORED AT THE JOB SITE FOR THE CONTRACTOR TO DELIVER TO A LOCATION DESIGNATED BY THE OWNER. E.1. JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL.
ALL OTHER ITEMS TO BE DEMOLISHED, INCLUDING DUCTWORK SYSTEM AND ACCESSORIES, SHALL BE E.2, PROVIDE CHROME PLATED BRASS ESCUTCHEONS WITH LOCKING SCREWS WHERE PIPE
PHYSICALLY REMOVED AND DISPOSED OF BY THE CONTRACTOR, CONTRACTOR SHALL COORDINATE WITH PASS THROUGH FINISHED WALLS.
THE OWNER FOR FINAL ARRANGEMENTS. E,3. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND WASTE STACK.
3.7. ANY EQUIPMENT OR DEVICES TO REMAIN THAT MIGHT HAVE TO BE DISCONNECTED BECAUSE OF THE F. VALVES.
REMOVAL OF ANY OTHER DEVICE 'MUST BE RECONNECTED AND TIED BACK TO THE EXISTING BUILDING F.1. LOCATION OF FULL -OPEN VALVES. AS PER FPC 606.1
SYSTEMS AND TESTED FOR CORRECT OPERATION. F.2. LOCATION OF SHUTOFF VALVES. AS PER FPC 606.2
F.3. QUARTER TURN BALL VALVES, RATED FOR 125 PSI. MANUFACTURED BY NIBCO,
4. DUCTWORK SCOTT, STOCKHAM OR EQUAL.
F.4. PROVIDES STOPS AT ALL PLUMBING FIXTURES. EXPOSED STOPS SHALL BE CHROME
4.1. PROVIDE ALL NECESSARY ACCESS PANELS TO CONTROL VALVES, DAMPERS, SENSORS, AND ANY OTHER PLATED.
DEVICES NON - ACCESSIBLE OTHERWISE, G. PLUMBING FIXTURES.
4.2. ALL .SIZES SHOWN FOR LINED AND UNLINED DUCTS ARE CLEAR INSIDE DUCT DIMENSIONS, G.1. SEE PLUMBING FIXTURE SCHEDULE FOR FIXTURE SPECIFICATIONS.
4.3. PROVIDE VOLUME DAMPERS, TURNING VANES, ETC., IN DUCTWORK FOR PROPER AIR FLOW AND BALANCE. G2. PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION REGULATION
PROVIDE MULTIPLE VANE EXTRACTORS OR SPLITTERS WITH CONTROL RODS AT ALL OUTLETS CONNECTED FS.553.14.
CLOSER THAN TWO DUCT DIAMETERS TO MAIN SUPPLY DUCT AND WHERE SHOWN, G.3. EXPOSED HOT WATER PIPING SERVING PLUMBING FIXTURES SHALL BE PROPERLY
4.4. VENTILATION AND EXHAUST AIR DUCTWORK SHALL BE OF SHEET METAL CONSTRUCTION PER SMACNA'S INSULATED.
STANDARDS. 10. PERFORM THE FOLLOWING TEST:
4.5. EXHAUST VENTS SHALL BE LOCATED 10' MINIMUM DISTANCE FROM ANY OUTSIDE AIR INTAKE. A. NEW DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 100 PSIG FOR A
4.6. SEE SCHEDULES ON PLANS FOR AIR DISTRIBUTION DEVICES SPECIFICATIONS, PERIOD OF NO LESS THAN ONE HOUR.
B. WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO A 10 FOOT HEAD AND
.5. TEST AND BALANCING ALLOWED TO STAND UNTIL THE WATER LEVEL REMAINS CONSTANT,
C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTING.
5.1. BALANCE ALL SYSTEMS TO PROVIDE FLOW QUANTITIES AND CAPACITIES AS INDICATED ON DRAWINGS, D. STERILIZE ALL NEW DOMESTIC WATER PIPING WITH A MIXTURE OF TWO POUNDS OF
INCLUDING EXISITNG SYSTEMS. CHLORINATED LIME TO EACH 1000 GALLONS OF WATER (50PPM OF AVAILABLE CHLORINE),
RETAIN MIXTURE IN PIPE FOR A PERIOD OF 24 HOURS. FLUSH THOROUGHLY WITH POTABLE
WATER BEFORE PLACING SYSTEM IN SERVICE.
11. SANITARY, GREASE & STORM PIPING 2 1/2" AND SMALLER SHALL BE SLOPED AT 1/4'" PER
FOOT MINIMUM. PIPES LARGER THAN 2 1/2" SHALL BE SLOPED` AT 1/8" PER FOOT MINIMUM
FALL.
12. INSULATE ALL AIR CONDITIONING AND REFRIGERATION CONDENSATE DRAIN WITH 3/4" INCOAFLEX
PIPE INSULATION OR EQUAL. FINISHED, WHERE EXPOSED, WITH 2 COATS OF WHITE LATEX PAINT
U� AS PER MANUFACTURER'S INSTRUCTION.
13. PIPING PENETRATION AT ROOFS, CEILINGS, FLOORS AND WALLS SHALL BE SEALED AIR AND
Jew a WATER TIGHT, WHERE PENETRATING FIRE RATED CONSTRUCTION, FIRE SAFE TO PROVIDE
PROTECTION MATCHING REQUIRED FIRE RESISTANCE RATING.
4� 14. ALL HORIZONTAL VENT PIPING SHALL SLOPE TO DRAW TO STACKS. NO POCKETS OR LOW
CAJ 1205 POINTS SHALL BE CREATED IN THE VENT LINES WHICH MAY PREVENT VENTING IF FILLED WITH
CONDENSATION.
15, CEILING ACCESS PANELS SHALL BE PROVIDED FOR VALVES INSTALLED ABOVE OTHER WISE
f NON- ACCESSIBLE CEILINGS.
16. NO EQUIPMENT OR MATERIALS SHALL BE PURCHASED OR INSTALLED PRIOR TO FINAL APPROVAL
2 OF SHOP DRAWINGS.
��. 17. THE CONTRACTOR SHALL PROVIDE A SET OF PRINTS CLEARLY MARKED TO SHOW AS -BUILT
'---- CONDITIONS AT THE COMPLETION OF CONSTRUCTION.
18. FURNISH AND INSTALL DIELECTRIC COUPLINGS AT ALL CONNECTIONS BETWEEN DISSIMILAR
\ \\ METALS.
F -rail = 2 Hr. I' 19. ALL PIPES CROSSING THRU CORROSIVE MATERIAL TO BE WRAPPED WITH A 120# ROOFING
T -ra Ing =J PAPER.
i!4� 20. PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS:
A. PIPING PROTECTION SHALL COMPLY WITH SECTIONS: 305.1 CORROSION, 305.2 BREAKAGE,
KEYED S 305.3 STRESS & RESTRAIN, 305.4 SLEEVES, 305.5 PIPES THROUGH OR UNDER FOOTINGS
OR FOUNDATION WALL, 305.6 FREEZING, 305.7 WATER PROOFING OF OPENING, 305.8
PROTECTION AGAINST PHYSICAL DAMAGE & 305.9 PROTECTION OF COMPONENTS OF
FIRE RATED CONCRET "FLOOR OR BLOCK WALL CONSTRUCTION = MINIMUM 4 -1 /Z' PLUMBING OF THE FLORIDA PLUMBING CODE, 2007 EDITION.
THICKNESS. THE ANNU E RANGE SHALL BE MINIMUM 0' TO MAXIMUM 7/8' FOR THIS 21, WHERE INDICATED OR REQUIRED, EXISTING SYSTEM COMPONENTS SHALL BE CAREFULLY REMOVED
FIREST ❑P SYSTEM. OR RELOCATED. EACH RESULTING OPENING IN THE BUILDING CONSTRUCTION SHALL BE
PROPERLY PATCHED AND FINISHED WITH THE SAME MATERIALS AS THOSE ADJACENT TO THE
2 IMETALLJC PIPE. A. STEEL PIPE - 12' DIAMETER ( ❑R SMALLER) SCHEDULE 40 ( ❑R OPENING.
HEAVIER) 22. THE EXISTING PLUMBING LINES INDICATED OR NOTED ON THESE DRAWINGS, ARE SHOWN AS
OBTAINED FROM EXISTING INFORMATION OR SITE OBSERVATIONS, AND ARE ONLY APPROXIMATE
B. COPPER PIPE - 3' DIAMETER (OR SMALLER) REGULAR ( ❑R IN LOCATION. THE CONTRACTOR SHALL VERIFY THESE LOCATIONS CONNECTION POINTS AND
HEAVIER) COPPER PIPE. SIZES BEFORE PROCEEDING WITH WORK.
23. PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF OWNER EQUIPMENT,
C. CAST IRON PIPE - 12' DIAMETER (OR SMALLER) CAST OR FURNITURE AND CARPETING WITHIN THIS BUILDING. COVER AND WRAP EQUIPMENT, FURNITURE
DUCTILE IRON. AND CARPETING AS NECESSARY. DUST AND DEBRIS SHALL BE STRICTLY CONTROLLED. CLOSE
COORDINATION WITH OWNER WILL BE REQUIRED.
D. COPPER TUBING - 3' DIAMETER ( ❑R SMALLER) TYPE L ( ❑R 24, WHERE REQUIRED, EXISTING CEILINGS SHALL BE REMOVED TO MODIFY THE EXISTING PLUMBING
HEAVIER) COPPER PIPE. SYSTEMS.THESE CEILINGS SHALL BE REPLACED TO MATCH ADJACENT SURFACES.
25. ALL DISCONNECTED PLUMBING LINES SHALL BE EITHER RECONNECTED OR CAPPED, NO LINES
3� PACKING MATERIAL - MINIMUM 4' THICKNESS OF MINERAL WO ❑L (MINIMUM An 0 r SHALL REMAIN OPEN TO THE ATMOSPHERE.
INSULATION, FIRMLY PACKED INTO OPENING AS A PERMANENT FORM.
4� TREMstop ACRYLIC - MINIMUM 1/2' SEALANT APPLIED WITHIN ANNULUS, AND A MINIMUM 1/4'
SEALANT APPLIED AT POINT CONTACT] AT THE FLOOR SURFACE FOR FLOORS, OR BOTH
SURFACES FOR WALLS,
TYPICAL FIRESTOPPING OF A TWO HOUR FIRE RATED FLOOR OR
WALL PENETRATION BY UNINSULATED STEEL PIPING
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a ^chitecture-
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retali design
space planning
„construction management
456, ponce d3 leo,1 blvd.
suits
cr'rai-Satrle ^, RI�°tda 23146
to :305 =446.0849
fax: 305 ^444.5557
florida registration
no. AA - F000104
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P Associates, Inc.
ngneers /Consultants
# EB 0005813
7326 S.W. 48th Street
Miami, Florida 33155
(305) 661 -7700
OWNERSHIP AND USE OF THE DOCUMENTS:
THESE DRAWINGS. SCHEDULES. SPECIFICATIONS
AND EXPRESSED IDEAS AS INSTRUMENTS OF
SERVICE ARE AND SHALL REMAIN THE
PROPERTY OF FORBFS ARCHITECTS WHETHER
THE PROJECT FOR WHICH THEY ARE PREPARED
IS ExECJTED OR
* THE OWNER AND /OR
TENANT SHALL ONLY BE PERMITTED TO RE-TAN
CAPES OF THESE DRAWINM SCGEDULM
SPECIFICATIONS AND EXPRESSED IDEAS FOR
INFORMATION AND REFERENCE THE DRAWINGS,
SCHEDULES. SPECIFICATIONS AND EXPRESSED
IDEAS SHALL NOT BE USED BY THE OWNER
AND /OR TENANT ON OTHER PROJECTS. FOR
ADDITIONS TO THIS PROJECT OR FOR
COMPLETION OF THE PROJECT BY OTHERS
EXCEPT BY AGREEMENT IN WRITING AND NTH
APPROPPoATE COMPENSATiQN TO FORGES
ARCFIlECTS. COPYRIpIT C IOT 19. JOHN
FORBES. INC.. dba FORGES ARCITECTS,
aLL FIGHTS RESERVED.
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11 -28-11
Commission
11070
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Date ;
11 -28-11
Commission
11070
Revisions
Sheet
MP -BOO
X Of x