ca 28968 copyright
TRANSCRIPT
SYMBOL DESCRIPTION
FD
SHEET INDEX
M0.1 - HVAC LEGEND, NOTES, DETAILS, & SCHEDULES
M1.1 - FIRST FLOOR PLAN - HVAC
ABBREVIATION DESCRIPTION
DN DOWN
RA RETURN AIR
SA SUPPLY AIR
UNO UNLESS NOTED OTHERWISE
AHU AIR HANDLING UNIT
HP HEAT PUMP
EF EXHAUST FAN
EA EXHAUST AIR
OA OUTSIDE AIR
CN CONDENSATE
CU CONDENSING UNIT
V/PZ VOLT/PHASE
MFG. MANUFACTURER
CRAH COMPUTER ROOM AIR HANDLER
CRCU COMPUTER ROOM CU
SS STAINLESS STEEL
HHW HEATING HOT WATER
CHW CHILLED WATER
CHWS CHILLED WATER SUPPLY
CHWR CHILLED WATER RETURN
HHWS HEATING HOT WATER SUPPLY
HHWR HEATING HOT WATER RETURN
VFD VARIABLE FREQUENCY DRIVE
VSD VARIABLE SPEED DRIVE
DDC DISTRIBUTED DIGITAL CONTROLS
EAT ENTERING AIR TEMPERATURE
LAT LEAVING AIR TEMPERATURE
CFM CUBIC FEET PER MINUTE
GPM GALLONS PER MINUTE
DB DRY BULB TEMPERATURE IN DEG. F
WB WET BULB TERMPERATURE (DEG. F)
DEG. F DEGREES FAHRENHEIT
FPI FINS PER INCH
MBH 1,000 BTUS PER HOUR
BTU BRITISH THERMAL UNIT
TSP TOTAL STATIC PRESSURE
ESP EXTERNAL STATIC PRESSURE (In W.C.)
In W.C. INCHES OF WATER COLUMN
P DIFFERENCE IN PRESSURE
T DIFFERENCE IN TEMPERATURE
RPM REVOLUTIONS PER MINUTE
EWT ENTERING WATER TEMPERATURE
LWT LEAVING WATER TEMPERATURE
M2.1 - SECOND FLOOR PLAN - HVACM3.1 - ROOF PLAN - HVAC
SHEET NUMBER SHEET TITLE
ALL MAY NOT APPLY
RAG RETURN AIR GRILLE
HVAC GENERAL NOTES
1. PLANS ARE DIAGRAMMATIC IN NATURE AND INTENDED TO SHOW THE GENERAL SCOPEOF THE WORK TO BE PERFORMED.
2. REVIEW ALL PLANS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT FORCOORDINATION WITH BUILDING FEATURES AND ALL OTHER TRADES.
3. ALL ITEMS INSTALLED UNDER THE SCOPE OF THIS PROJECT SHALL BE NEW, CLEAN, ANDFREE OF DEFECTS.
4. ALL WORK PERFORMED AS PART OF THIS PROJECT SHALL BE PERFORMED BYEXPERIENCED TRADESMEN, TRAINED, EXPERIENCED, AND SKILLED IN THE TASKSINCIDENTAL TO THE PROJECT.
5. THE CONTRACTOR PERFORMING WORK ON THIS PROJECT WILL BE RESPONSIBLE FORCLEANING THE WORK AREA OF ANY DEBRIS ASSOCIATED WITH THE WORK BEINGPERFORMED.
6. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES PRIOR TO PURCHASING,FABRICATING, OR INSTALLING ANY OF THE MATERIALS AND EQUIPMENT ASSOCIATEDWITH THE PROJECT.
7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH7.1. THE FLORIDA BUILDING CODE, 6TH EDITION.
7.1.1. BUILDING7.1.2. MECHANICAL7.1.3. PLUMBING7.1.4. ENERGY CONSERVATION
7.2. SMACNA DUCT STANDARDS7.3. ASHRAE 90.17.4. ASHRAE 62.1
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS REQUIRED BY THE LOCALBUILDING AUTHORITIES. THE CONTRACTOR IS RESPONSIBLE FOR ALL FEES ASSOCIATEDWITH PERMITTING THE PROJECT; SUCH FEES SHALL BE PROVIDED AT NO ADDITIONALCOST TO THE OWNER.
9. SUBMITTALS9.1. CONTRACTORS USE OF AN APPROVAL STAMP ON SUBMITTAL DOCUMENTS
CERTIFIES THAT THE CONTRACTOR HAS COMPLIED WITH THE CONTRACT DOCUMENTREQUIREMENTS.
9.2. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR DEVIATIONSFROM REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THEARCHITECT/ENGINEER'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES,OR SIMILAR SUBMITTAL ITEMS UNLESS THE CONTRACTOR HAS SPECIFICALLYINFORMED THE ARCHITECT/ENGINEER IN WRITING OF SUCH DEVIATION AT THE TIMEOF SUBMITTAL AND THE ARCHITECT/ENGINEER HAS GIVEN WRITTEN APPROVAL TOTHE SPECIFIC DEVIATION. THE CONTRACTOR SHALL NOT BE RELIEVED OFRESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS, PRODUCT DATA,SAMPLES, OR SIMILAR SUBMITTAL ITEMS BY THE ARCHITECT/ENGINEER'S APPROVALTHEREOF.
DUCTWORK NOTES
1. ALL LABELED DUCT DIMENSIONS ARE INSIDE CLEAR UNLESS NOTED OTHERWISE.2. SUPPLY AND RETURN DUCTS SHALL BE CONSTRUCTED OF GALVANIZED STEEL SHEET
METAL. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST PUBLISHEDSMACNA GUIDELINES AND STANDARDS.
3. ALL DUCTWORK LINES SHALL BE RUN STRAIGHT, LEVEL, AND PLUMB, AND ROUTED ASINDICATED IN THESE DRAWINGS.
4. MINOR MODIFICATIONS TO DUCT ROUTING DUE TO OBSTRUCTIONS OR COORDINATIONWITH OTHER TRADES WILL BE FURNISHED WITHOUT ADDITIONAL COST TO THE OWNER.ANY CHANGES IN SIZE TO DUCTWORK MUST BE APPROVED BY THE ENGINEER PRIOR TOFABRICATION AND INSTALLATION.
5. BLADE TYPE BALANCING DAMPERS, UNLESS NOTED OTHERWISE IN THESE DOCUMENTSOR IN THE PROJECT SPECIFICATION MANUAL, SHALL BE PROVIDED AT ALL SUPPLY DUCTRUN-OUTS.
6. FLEXIBLE DUCTS TO AIR TERMINALS SHALL BE LIMITED IN LENGTH TO 12'.7. BENDS IN FLEXIBLE DUCTS SHOULD BE MINIMIZED, AND MADE IN SUCH A MANNER SO AS
NOT TO RESTRICT THE AIRFLOW.8. ALL FLEXIBLE DUCTS SHALL BE SUPPORTED SO THAT HORIZONTAL RUNS ARE STRAIGHT
AND WITHOUT SAGS OR BENDS. SHEET METAL SADDLES SHALL BE PROVIDED AT ALLHANGERS FOR FLEX DUCTS TO PREVENT KINKING OF THE DUCTS AND EXCESSIVECOMPRESSION OF THE INSULATION.
9. ALL MITERED RECTANGULAR DUCT 90 DEGREE ELBOWS SHALL BE PROVIDED WITHTURNING VANES.
10. CONCEALED DUCTS SHALL BE INSULATED WITH R6 EXTERNAL INSULATION. INSULATIONSHALL BE STAPLED, TAPED, AND SEALED WITH MASTIC.
HVAC PIPING NOTES
1. CONDENSATE DRAIN PIPING SHALL BE 34" PVC UNLESS NOTED OTHERWISE.2. ALL CONDENSATE DRAIN PIPING LOCATED WITHIN THE CONDITIONED ENVELOPE OF THE
BUILDING SHALL BE INSULATED WITH ELASTOMERIC INSULATION WITH TAPED JOINTS.3. ALL CONDENSATE DRAIN PIPE SYSTEMS SHALL HAVE A TRAP AT EACH PIECE OF
EQUIPMENT. REFER TO DETAILS FOR TRAP SPECIFICATIONS.4. ALL REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH 34" MINIMUM ELASTOMERIC
INSULATION WITH TAPED JOINTS.5. ALL EXTERIOR PIPING INSULATION SHALL BE PROTECTED FROM UV RADIATION. COVER
ALL EXTERIOR REFRIGERANT LINES WITH ALUMINUM JACKET.6. REFRIGERANT PIPE SYSTEMS SHALL BE PLACED UNDER A VACUUM FOR REMOVAL OF
NON-CONDENSABLES PRIOR TO BEING PUT INTO SERVICE.7. REFRIGERANT PIPE SYSTEMS SHALL BE PRESSURE TESTED USING NITROGEN PRIOR TO
BEING PUT INTO SERVICE.8. REFRIGERANT PIPES SHALL BE SIZED BY THE EQUIPMENT MFG.
HVAC EQUIPMENT NOTES
1. ONLY NEW EQUIPMENT SHALL BE PROVIDED.2. ALL CONNECTIONS TO EQUIPMENT SHALL BE MADE WITH FLEXIBLE REGIONS FOR
VIBRATION ISOLATION.3. ALL EQUIPMENT SHALL BE LABELED SO THAT USERS CAN IDENTIFY EACH PIECE OF
EQUIPMENT. LABELS SHALL BE CONSISTENT WITH EQUIPMENT TAGS THAT ARE LISTED INTHE SCHEDULES WITHIN THESE DOCUMENTS.
4. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS.
ENERGY SYSTEMS NOTES
1. PROVIDE A TEST AND BALANCE OF THE SYSTEM IN COMPLIANCE WITH FBC-EC SECTION503.2.9.
2. PERFORM TEST AND BALANCE IN ACCORDANCE WITH THE LATEST NEBB, ASHRAE, OREQUIVALENT GUIDELINES FOR SUCH WORK.
3. FOR EXISTING UNITS BEING REPLACED OVER 5 TONS PROVIDE A PRE TEST AND BALANCEREPORT TO EOR PRIOR TO COMMENCEMENT OF WORK.
4. PROVIDE OWNER A COMPLETE SET OF OPERATIONS AND MAINTENANCE MANUALS FORALL COOLING AND VENTILATION EQUIPMENT.
GENERAL NOTES
1. VALUE ENGINEERING OR CHANGES TO PLANS MUST BE RESUBMITTED ANDAPPROVED THROUGH THE BUILDING DEPARTMENT PRIOR TO BEINGINSTALLED.
2. MATERIALS INSTALLED WITHIN A RETURN AIR PLENUM SHALL BENONCOMBUSTIBLE.
SM SURFACE MOUNTED
RETURN GRILLE
SUPPLY DIFFUSER
W x HSUPPLY/RETURN DUCTFIRST DIMENSION = WIDTHSECOND DIMENSION =HEIGHT
DØSUPPLY/RETURN DUCTROUND PIPED=INSIDE DIAMETER DIMENSION
DØ
SQUARE TO ROUND
MANUAL BALANCING DAMPER
M MOTORIZED DAMPER
BD DUCT MOUNTED BACK DRAFT DAMPER
KEYNOTE1 1
FIRE DAMPER
CONDENSING UNIT
CEILING MOUNTED EXHAUST FANEF-#
(ALL MAY NOT APPLY)
M0.3 - DETAILS - HVACM0.2 - DETAILS - HVAC
REVISED
JOB NO.
DATE
SHEET NUMBER
DATE
DRAWN BY
15-148
GMR/REG
OCT. 18, 2018
MA
HA
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QU
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Printed copies of this document are not considered signed and sealed unless embossed and the SHA authentication code must be verified on electronic copies.
100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
M0.1
HV
AC
LE
GE
ND
, N
OT
ES
, D
ET
AILS
, &
S
CH
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S
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FOR
REVIEW PURPOSES ONLYO
RD
ER PLANS FROM
SEMBLUEINC.COM
850-671-2714
AHU
SA
RA
3
2
1
5
4
OA
SCALE:NONEVERTICAL AHU DETAIL
4
REF
DETAIL NOTES:
CANVAS DUCT CONNECTOR
INSULATED CONDENSATE DRAIN LINE-ROUTETO CONDENSATE PUMP AND DISCHARGE ATEXTERIOR SPLASH BLOCK.
MOUNT UNIT IN AUXILIARY DRAIN PAN WITHWATER DETECTION DEVICE WIRED TO SHUTDOWN SUPPLY FAN UPON DETECTION OFWATER IN THE PAN.
MOUNT UNIT ON INSULATED STRUCTURAL RAPLENUM. PROVIDE NEOPRENE CASKETINGBETWEEN PLENUM AND AHU.
INSTALL CONDENSATE TRAP AND DRAIN,REFRIGERANT PIPING, AND ALLAPPURTENANCES SO AS NOT TO HINDERSERVICE ACCESS OR FILTER CHANGE.
PROVIDE EXTERNALLY MOUNTED 2 INCHFILTER RACK
1
2
3
4
5
6
6
EXHAUST DUCTWORK
ROOF CONSTRUCTION
FLASHING
REMOVABLE COVER FORACCESS TO FAN
BACKDRAFT DAMPER
FACTORY PRE-FAB.CURB (MIN. 18")
BIRDSCREEN
ELECTRICALDISCONNECT
MOTOR
THERMAL &ACOUSTICALINSULATION
SPONGE RUBBERPAD (VIB. ISOL.)
RECOMMENDED FASTENING.AND WIND RESISTANCE. MOUNT FAN ON THE CURB AS PER MANUFACTURERS MUST ADHERE TO CURRENT HURRICANE CODES REGARDING ROOF TIE-IN NOTE: ALL ROOF MOUNTED EQUIPMENT (FANS)
SCALE:NONEROOF MOUNTED EXHAUST FAN
5
SEE ARCHITECTURAL DRAWINGS FOR ROOF CURB CONSTUCTION DETAILS.
GALVANIZED SHEET METAL HOOD WITHREMOVABLE TOP. ALL JOINTS AND SEAMSSHALL BE SOLDERED WATER TIGHT. LINEENTIRE HOOD WITH STAINLESS STEEL SHEETMETAL SCREWS AND SEALED WATER TIGHT.
FOAM FILL THIS VOID TO BE AIR AND WATERTIGHT.
PRESSURE TREATED WOOD MAILER.
PREFABRICATED INSULATED ROOF CURBWITH IN
NOTES:
1. SECURE CURB TO ROOF WITH SHEETMETAL SCREWS, LAG BOLTS OROTHER METHOD CONSISTENT WITH ROOF CONSTRUCTION.
2. SECURE COVER TO WOOD NAILING STRIP WITH 3/8" CADMIUM PLATEDLAG BOLTS ON 1/2" NAIL CENTERS.
3. PROVIDE CONTINUOUS FOAM ________ GASKET APPLIED TOUNDERSIDE OF CURB CAP.
FLASHING EXTENDSMINIMUM 12" BEYOND
CURB ALL SIDES.
ROOFING MEMBRANES
COUNTER FLASHING
RUBBER GASKET BETWEENHOOD AND CURB.
REFRIGERANT PIPING
OPENING THRU ROOF. SIZE BASED ONPIPING INSTALLATION REQUIREMENTS.
6SCALE:NONEROOF MOUNTED REFRIGERANT PIPING HOOD
NOTE:
1.
2.
SECURE HOOD TO WOOD NAILING STRIP WITH 3/8" CADMIUMPLATED LAG BOLTS NOT OVER 12" ON CENTER.
SECURE ROOF CURB, DUCTWORK AND DAMPER TO ROOFWITH EXPANSION BOLTS (CONCRETE ROOF) OR RUSTRESISTANT BOLTS (MENTAL DECK & BAR JOIST ROOF).
GRAVITY BACKDRAFT DAMPER.
SEE NOTE 2
PREFABRICATEDROOF CURB
WOOD NAILINGSTRIP
TRANSITION DUCT TOFULL SIZE OF DAMPERSUPPLIED WITH HOOD
ROOF
SEE NOTE 2
SEE NOTE 1
CURB CAP
FACTORY ASSEMBLEDHINGED HOOD WITHLATCH & BIRD SCREEN
DUCT (WHEN SHOWN)
SCALE:NONELOW-SILHOUETTE EXHAUST OR INTAKE HOOD
3
ORIENT CORRECTLY FORSYSTEM BEING SERVED
DRAW THRU
BLOW THRU
2" PLUS X
1" MINIMUM
X
2X
UNIT TYPE A B
WHERE X = STATIC PRESSURE IN PAN
DRAIN LINE SHALL BE AT LEAST THE SAME SIZE ASTHE NIPPLE ON THE DRAIN PANPIPING SHALL BE RIGID COPPER TYPE L OR TYPE MUNLESS NOTE BELOW IS MET
PITCH DOWN TOWARDDRAIN
CLEAN OUT
DRAIN PAN
NOTE: 1. CPVC PIPE MAY BE USED ONLY IF APPROVED BY LOCAL VA AND ISINDOORS AND DOES NOT PASS THROUGH RATED BARRIERS.2. DIELECTRIC FITTING TO BE USED WHEN TWO DISSIMILAR METALS ARE TO BECONNECTED.
DIELECTRICFITTING
SCALE:NONEAIR HANDLING UNIT DRAIN TRAP DETAIL
12SCALE:NONECONDENSING UNIT ROOF MOUNTING DETAIL
PROVIDE 2- 20 GA GALVHURRICANE STRAPS PER A/CUNIT. PROVIDE WITH (2) #10SELF TAPPING SCREWS INTOSTAND AND UNIT CASE AT EACHEND (TYPICAL BOTH SIDES)
ALUMINUM CONDENSING UNITSTAND. UNIT MUST BE FLORIDAPRODUCT APPROVED FOR USEIN HIGH WIND ZONE.
CENTER TYPICAL STEEL CHANNELS UNDER BASEPLATE. TWO CHANNELS MAY BE REQUIRED FORFULL BASE PLATE SUPPORT. PROVIDE (4) 1/2"DIAMETER STAINLESS STEEL WASHERS ANDINSULATION MATERIAL TO KEEP ALUMINUM FROMCOMING INTO DIRECT CONTACT WITH STEEL.UNIT CONNECTIONS MUST ALSO BE INCOMPLIANCE WITH STAND PRODUCT APPROVALLISTING AND THE FMC.
NOTE:REFER TO STRUCTURAL ENGINEER'SDETAILS FOR CONNECTIONS TO ROOFSTRUCTURE PRIOR TO INSTALLATIONALL ROOF EQUIPMENT MUST BE SECUREDTO THE STRUCTURE.
TYPICALCONDENSING UNIT
REVISED
JOB NO.
DATE
SHEET NUMBER
DATE
DRAWN BY
15-148
GMR/REG
OCT. 18, 2018
MA
HA
N S
QU
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1350 M
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Printed copies of this document are not considered signed and sealed unless embossed and the SHA authentication code must be verified on electronic copies.
100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
M0.2
DE
TA
ILS
- H
VA
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. . . . . . . . . . . . . . ..
.....................
...
. .. .
. .. .
FOR
REVIEW PURPOSES ONLYO
RD
ER PLANS FROM
SEMBLUEINC.COM
850-671-2714
ROOFTOP CURB DETAIL2SCALE:NONE
23
14" X 6" LG (4) TEK GALV.SHEET METAL S.D.SCREWS
RTU BASE PAN
ROOF CURBWOOD NAILER WIND LOAD FASTENING
BRACKET BY MICROMETLOR EQUAL.
ROOF CURB MANUFACTURER SHALLFURNISH FASTENING SYSTEM THATCOMPLIES WITH FLORIDA WIND LOADINGREQUIREMENTS. MICROMETL BRACKETSINDICATED IN THIS DETAIL.
IN NON-ACCESSIBLE CEILINGS
FULLY HINGED & GASKETED ACCESSDOOR FOR DAMPERS
QUADRANT & 2'' STANDOFFSMACNA FIG. 3-10STRAP HANGER AS PER
SADDLE
MAX. SAG 1/2'' PER FOOTBETWEEN SUPPORT POINTS
22 GUAGE GALVINIZED STEEL
ADJUSTABLE CLAMPDUCT SEALER
INSULATE TOP PANELOF DIFFUSER OR GRILLE
VOLUME DAMPER W/ LOCKING
AIR DISTRIBUTION DEVICE LAYIN SHOWN .SURFACE MOUNT SIMILAR
UPPER ATTACHMENTPER SMACNA
CEILING (T-BAR SHOWN.GYP. BOARD SIMILAR)
45° TAKEOFF OR ROUNDBELLMOUTH COLLAR MOUNT IN SIDE OF DUCT
ADJUSTABLE CLAMP
DUCT SEALER AT 45^ TAKEOFFOR ROUND BELLMOUTH COLLAR CONNECTION TO MAIN
SUPPY AIR DUCT
FLEXIBLE DUCT- 8'-0'' MAX.2'-0'' MIN. LENGTH
MAXIMUM D/8 OFFSETALLOWED IN LASTD INCHES TO DEVICEWHERE D IS THE INTERNAL FLEX DIAMETER
NECK SIZE TO MATCH FLEXDUCT SIZEINDICATED
NOTES
FLEXIBLE DUCTS SHALL BE ONE PIECE AND SHALL NOT BE SPLICED TOGETHER .
EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATIONAND SEAL WITH MASTIC .
FLEXIBLE AIR DUCT SHALL NOT EXCEED 8 FT. WHEN EXTENDED . ELBOW RADIUS SIZED FOR NO LESS THAN R / D = 1.0 .
1.
2.
3.
FLEXIBLE AIR DUCT SHALL NOT BE LESS THAN 5 FEET FOR ACOUSTICAL PURPOSES.4.
5FLEXIBLE DUCT TAKEOFF DETAILSCALE:NONE
HANGERS
HANGER WIRE
ROOF JOIST
SHEET MTL. DUCT HANGER
RECTANGULAR DUCT
BE RUN CONTINUOUS THRU EXTERNAL INSULATION SHALL
SHEET MTL. DUCT HANGER
BE RUN CONTINUOUS THRU EXTERNAL INSULATION SHALL
SPIRAL DUCT
HANGERS
ROOF JOIST
HANGER WIRE
4SCALE:NONEROUND DUCT HANGING DETAIL
1SCALE:NONERECTANGULAR DUCT HANGING DETAIL
4. VERTICAL POSITION SHOWN. HORIZONTAL INSTALLATION SIMILAR. DAMPER TO BE SPRING LOADED WHEN HORIZONTAL.
3. ALL ATTACHMENTS PER MANUFACTURER'S APPROVED INSTALLATION INSTRUCTION.
2. 1\"x1\"xw" RETAINING ANGLES SHALL LAP STRUCTURAL OPENING 1" MIN. & COVER CORNERS OF OPENINGS. ANGLES ATTACH TO SLEEVE ONLY AND MUST NOT BE ATTACHED TO EACH OTHER AT CORNERS OR TO WALL.
LINKFUSIBLE165°F
4" MIN.
1" MIN.
SLEEVE 16 GA. MIN.FABRICATED STEELMANUF. OR FIELD
NOTE# 2
EACH SIDE6" MAXIMUM
METAL STUD CONSTRUCTIONMATERIAL (TYP.)FIRE RESISTIVE
NOTE # 1
DUCT SIZE
FASTENER W/WASHER
DUCTSHEET METAL
NOTE # 2) MIN. ALL SIDES (SEE1\"x1\"xw"RETAINING ANGLES
CLOSURE TAPE (TYP.)
BARRIER (TYP.)DUCT WRAP W/VAPOR
METAL DUCTWRAPPED SHEET
PLAIN "S" SLIP
(555) SECURE TO SLEEVEU.L. LABELED FIRE DAMPER,
DIMENSIONS.LINEAR FOOT BOTHCLEARANCE w" PER
CONSTRUCTIONCONCRETE OR MASONRY
1-1/2 HOUR RATED FIRE DAMPERS. PROVIDE 3 HOUR RATED FIRE DAMPERS. FOR WALLS RATED AT LESS THAN 3 HOURS, PROVIDE5. PROVIDE FIRE DAMPERS IN ALL FIRE RATED WALLS. FOR WALLS RATED AT 3 HOURS OR MORE
NOTES:1. PROVIDE ACCESS DOOR & PROVIDE PERMANENT LABEL ON SIDE OR BOTTOM OF DUCT. LABEL SHALL HAVE
12" x 16"8" x 8"
20" AND ABOVE14" THRU 18"10" THRU 12"
DOOR SIZEDUCT WIDTH
18" x 18"
LETTERS NOT LESS THAN 0.5 INCH IN HEIGHT READING SMOKE DAMPER, FIRE DAMPER OR SMOKE/FIRE DAMPER.
SCALE:NONEFIRE DAMPER INSTALLATION
6
SCALE:NONEROOF CURB CAP DETAIL
3
ROOF DECK
ROOFING
ROOF CURB
NEW R-20 RIGID INSULATION
NEW 3/4" PLYWOOD COVER
NEW GALV. SHEET METAL CURB CAP
REVISED
JOB NO.
DATE
SHEET NUMBER
DATE
DRAWN BY
15-148
GMR/REG
OCT. 18, 2018
MA
HA
N S
QU
AR
E
1350 M
AH
AN
D
R
TIT
LE
PR
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CO
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100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
M0.3
DE
TA
ILS
- H
VA
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EWH-1
8x12
140A
8"Ø 8"Ø
8"Ø
300D150C
150C
140B8"Ø
8"Ø
8X10
8X10 UP
8X12 UP
FD FD
FD FD
22"Ø DOUBLE WALLDUCT TO ROOF
FD
REVISED
JOB NO.
DATE
SHEET NUMBER
DATE
DRAWN BY
15-148
GMR/REG
OCT. 18, 2018
MA
HA
N S
QU
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1350 M
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Printed copies of this document are not considered signed and sealed unless embossed and the SHA authentication code must be verified on electronic copies.
100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
FIRST FLOOR PLAN - HVAC1M1.1 MAHAN SQUARE
N
SCALE: 1/8" = 1'-0"M1.1
FIR
ST
F
LO
OR
P
LA
N - H
VA
C
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205
A.O.R.A.
STAIRS
RENOVATION KEYED NOTES:
ROUTE HVAC SUPPLY AND RETURN DUCTS DOWN INTHIS APPROXIMATE LOCATION.
ROUTE 8X8 OA DUCT TO GRAVITY VENTILATOR ONROOF.
22"Ø DOUBLE WALL INSULATED EXHAUST DUCTLOCATED IN CHASE. PROVIDE FIRE RATED ACCESSPANEL FOR DUCT MAINTENANCE.
ROUTE REFRIGERANT IN MOST DIRECT WAY POSSIBLEFROM FAN COIL UNIT TO HEAT PUMP THROUGHREFRIGERANT CHASE UP TO ROOF.
1
12X14 8X8UP
AHU-CORE
12X8
14X12
695B
14"Ø
125A55A
8"Ø6"Ø
125A
8"Ø
125A
55A20C
55A45
12x12(sm)
15A12x12
(sm)4512x12
(sm)
1512x12
(sm)
A
6X10
6X10
8"Ø
6"Ø
6"Ø
6X6
6X6
6"Ø12X10
A
230C
6"Ø
10X8
8X68X6
UP
A
50B 50B 50B 50B 50B
50B
1
FD
FD22"Ø DOUBLE WALLDUCT FROM BELOW
TO ROOF
21
2
3
3
6"Ø 6"Ø6"Ø6"Ø6"Ø
6"Ø
6"Ø6"Ø
6"Ø
HD
REF
4
4
SECOND FLOOR PLAN - HVAC1M2.1 MAHAN SQUARE
N
SCALE: 1/8" = 1'-0"M2.1
SE
CO
ND
F
LO
OR
P
LA
N - H
VA
C
REVISED
JOB NO.
DATE
SHEET NUMBER
DATE
DRAWN BY
15-148
GMR/REG
OCT. 18, 2018
MA
HA
N S
QU
AR
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1350 M
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AN
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Printed copies of this document are not considered signed and sealed unless embossed and the SHA authentication code must be verified on electronic copies.
100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
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HP-CORE
RENOVATION KEYED NOTES:
OUTSIDE AIR DUCT TO PENETRATE ROOF IN THISAPPROXIMATE LOCATION WITH GRAVITY VENTILATOR.MAINTAIN MINIMUM 10' FROM ANY EXHAUST ORVENTS. SEE GRAVITY VENTILATOR DETAIL ON M0.2.REFER TO ARCHITECTURAL SHEETS FOR CURBINFORMATION.
MOUNT HEAT PUMP ON CURB. SEE DETAILS ON M0.2FOR TIE DOWN INFORMATION.
PROVIDE ROOF CURB WITH INSULATED CURB CAPAND EXTEND 22" DOUBLE WITH ALL EXHAUST DUCTTO BELOW CAP FOR FUTURE CONNECTION
INSTALL 18X18 CURB IN THIS APPROXIMATELOCATION FOR FUTURE EQUIPMENT. CAP WITHINSULATED SHEET METAL PER DETAIL
INSTALL EQUIPMENT RACKS IN THIS APPROXIMATELOCATION FOR FUTURE EQUIPMENT. COORDINATEATTACHMENT TO STRUCTURAL ELEMENTS WITHSTRUCTURAL ENGINEER.
ROUTE REFRIGERANT THROUGH CHASE DOWN TOFAN COIL UNIT IN MOST DIRECT WAY POSSIBLE.
1
1
2
2
GV-1EF-1
4
4 4
4 4
4
3
5
5
5
5
3
4
5
REF
6
6
ROOF PLAN - HVAC1M3.1 MAHAN SQUARE
N
SCALE: 1/8" = 1'-0"M3.1
RO
OF
P
LA
N - H
VA
C
REVISED
JOB NO.
DATE
SHEET NUMBER
DATE
DRAWN BY
15-148
GMR/REG
OCT. 18, 2018
MA
HA
N S
QU
AR
E
1350 M
AH
AN
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TIT
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PR
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Printed copies of this document are not considered signed and sealed unless embossed and the SHA authentication code must be verified on electronic copies.
100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
| | | | | | | | | | | | | | |||||||||||
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.....................
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PLUMBING GENERAL SPECIFICATIONS1. PLUMBING DRAWINGS ARE DIAGRAMATIC IN NATURE AND INTENDED TO
SHOW THE GENERAL SCOPE OF WORK TO BE PERFORMED. SLIGHTDEVIATIONS DUE TO COORDINATION WITH OTHER TRADES AND BUILDINGSTRUCTURE MAY BE EXPECTED, AND SHALL BE PROVIDED AT NOADDITIONAL COST TO THE OWNER.
2. THE INTENT OF THESE DRAWING IS TO PROVIDE COMPLETE, FUNCTIONALPLUMBING SYSTEMS. PROVIDE ALL MATERIALS, ACCESSORIES, ANDEQUIPMENT NECESSARY FOR COMPLETION OF THE WORK.
3. BEFORE SUBMITTING BIDS FOR THE WORK DESCRIBED IN THESE DRAWINGS,EACH BIDDER WILL BE HELD TO HAVE EXAMINED THE PREMISES ANDSATISFIED HIMSELF AS TO THE EXISTING CONDITIONS UNDER WHICH HE WILLBE OBLIGATED TO OPERATE THE WORK UNDER THIS CONTRACT. NOALLOWANCE WILL BE MADE SUBSEQUENTLY IN THIS CONNECTION ONBEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLIGENCE ON HISPART.
4. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS ANDCOORDINATION.
5. LOCATIONS OF ANY WASTE AND SUPPLY PIPING SHOWN ARE ONLYAPPROXIMATE. THE PLUMBING CONTRACTOR SHALL VERIFY THESELOCATIONS BEFORE PROCEEDING WITH WORK.
6. ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THELATEST PUBLISHED VERSION OF:
6.1. THE FLORIDA BUILDING CODE6.2. THE FLORIDA BUILDING CODE - PLUMBING6.3. THE NATIONAL ELECTRIC CODE6.4. OSHA
7. THE CONTRACTOR SHALL INCLUDE ALL PERMITTING, SERVICE, ANDCONNECTION CHARGES IN THE BID.
8. SUBMITTALS8.1. CONTRACTORS USE OF AN APPROVAL STAMP ON SUBMITTAL
DOCUMENTS CERTIFIES THAT THE CONTRACTOR HAS COMPLIED WITHTHE CONTRACT DOCUMENT REQUIREMENTS.
8.2. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FORDEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS BYTHE ARCHITECT/ENGINEER'S APPROVAL OF SHOP DRAWINGS, PRODUCTDATA, SAMPLES, OR SIMILAR SUBMITTAL ITEMS UNLESS THECONTRACTOR HAS SPECIFICALLY INFORMED THE ARCHITECT/ENGINEERIN WRITING OF SUCH DEVIATION AT THE TIME OF SUBMITTAL AND THEARCHITECT/ENGINEER HAS GIVEN WRITTEN APPROVAL TO THE SPECIFICDEVIATION. THE CONTRACTOR SHALL NOT BE RELIEVED OFRESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS,PRODUCT DATA, SAMPLES, OR SIMILAR SUBMITTAL ITEMS BY THEARCHITECT/ENGINEER'S APPROVAL THEREOF.
9. ALL WORK ASSOCIATED WITH THE SYSTEMS SHOWN IN THESE DRAWINGSSHALL BE PERFORMED BY SKILLED TRADESMEN, TRAINED IN THEPROCEDURES NECESSARY TO PERFORM ALL TASKS ASSOCIATED WITH THEWORK.
10. ALL WORK SHALL BE INSTALLED IN A WORKMANLIKE MANNER.11. ALL PLUMBING PIPE SHALL BE RUN IN STRAIGHT, SQUARE, LEVEL, AND/OR
PLUMB LINES. NO SAGGING OF PLUMBING PIPING SHALL BE ACCEPTED.12. THE PROJECT SITE SHALL BE CLEANED OF DEBRIS AND TRASH ASSOCIATED
WITH THE WORK AT THE END OF EACH DAY, AND PRIOR TO SUBSTANTIALCOMPLETION.
PLUMBING POTABLE WATER SUPPLY SYSTEM SPECIFICATIONS1. GENERAL
1.1. UNDERGROUND SERVICE PIPING SHALL BE COPPER TUBING.1.2. ALL POTABLE WATER PIPING SHALL BE DISINFECTED IN ACCORDANCE
WITH THE PLUMBING CODE AND VERIFIED BY WRITTEN REPORT FROMTHE SATE BOARD OF HEALTH.
1.3. ALL PLUMBING PIPING SHALL BE CONCEALED IN FLOORS, WALLS, ORABOVE CEILINGS AS APPLICABLE EXCEPT AT IMMEDIATE FIXTURE.
2. PIPING SYSTEMS SPECIFICATIONS2.1. DOMESTIC COLD WATER SUPPLY PIPING SHALL BE HIGH IMPACT CPVC
SOLVENT WELD FITTINGS CONFORMING TO ASTM D-2665.2.2. NO PVC PIPING SHALL BE USED IN UNCONCEALED SPACES. COPPER
PIPING SHALL BE INSTALLED IN UNCONCEALED LOCATIONS.2.3. INSULATE CWS PIPING IN EXTERIOR WALLS AND ATTIC WITH 1" IMCOLOCK
PRE-SLIT, PRE-GLUED INSULATION. INSULATE FITTINGS WITH MITEREDCUT PIECES OF IMCOLOCK, 1" INSULATION.
2.4. INSULATE HWS PIPING WITH MINIMUM 1" IMCOLOCK INSULATION. THERESHALL BE NO EXPOSED HWS PIPING.
2.5. PROVIDE HANGERS FOR CWS PIPING AT A MAXIMUM SPACING OF 3 FEET.2.6. BELOW GRADE PIPING SHALL BE COATED WITH HEAVY TROWEL GRADE
LION OIL CO. NOKORODE SEALKOTE OR APPROVED EQUAL.3. ALL HOT WATER PIPES SHALL BE INSULATED PER FBC-EC SECTION 504.5 WHERE
PART OF A RECIRCULATING SYSTEM.4. PROVIDE WATER HAMMER ARRESTORS IN ALL LOCATIONS WHERE QUICK CLOSING
VALVES ARE INSTALLED.
SANITARY WASTE SYSTEM SPECIFICATIONS1. GENERAL
1.1. GRAVITY FLOW SYSTEMS HAVE SPACE PRIORITY FOR SLOPING PIPES.1.2. SLOPING PIPES SHALL BE STARTED AT THE HIGHEST POINT POSSIBLE.1.3. ALL SOIL, WASTE, AND VENT PIPING SHALL BE TESTED IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE AND LOCAL PERMITTINGAUTHORITIES REQUIREMENTS.
2. PIPING SYSTEM SPECIFICATIONS3. DOMESTIC SOIL, WASTE, AND VENT PIPING SHALL BE SCHEDULE 40 PVC/DWV
PIPE WITH SOLVENT WELD DRAINAGE FITTINGS CONFORMING TO ASTMD-2665.
4. UNLESS NOTED OTHERWISE, VENT PIPING SHALL BE 2".5. THE GENERAL CONTRACTOR SHALL VERIFY ALL FLOOR DRAIN AND WATER
SUPPLY LOCATIONS BEFORE POURING SLABS.
PLUMBING LEGEND (ALL MAY NOT APPLY)
TITLE
P0.1 - PLUMBING LEGEND, NOTES, DETAILS, & SHEET INDEX
HB HOSE BIBB
UNO UNLESS NOTED OTHERWISE
ECO EXTERIOR CLEANOUTSAN SANITARY WASTE
DCW DOMESTIC COLD WATER SUPPLY
DHW DOMESTIC HOT WATER SUPPLY
DN DOWN
VTR VENT THROUGH ROOF
WCO WALL CLEAN OUT
HD HUB DRAINCO CLEAN OUT
CWV COMBINATION WASTE AND VENT
C CONDENSATE
FD FLOOR DRAIN
P1.1 - FIRST FLOOR PLAN - PLUMBING - DRAIN & VENT
P2.1 - FIRST FLOOR PLAN - PLUMBING - PRESSURE
FCO FLOOR CLEANOUT
WC WATER CLOSET
L LAVITORY
EX EXISTING
ABBREVIATIONS
HWR HOT WATER RETURN
P1.2 - SECOND FLOOR PLAN - PLUMBING - DRAIN & VENT
P2.2 - SECOND FLOOR PLAN - PLUMBING - PRESSURE
HHWS HEATING HOT WATER SUPPLY
HHWS HEATING HOT WATER RETURN
GENERAL NOTES
1. VALUE ENGINEERING OR CHANGES TO PLANS MUST BE RESUBMITTED ANDAPPROVED THROUGH THE BUILDING DEPARTMENT PRIOR TO BEINGINSTALLED.
SHEET #
SHEET INDEX
TITLE
(ALL MAY NOT APPLY)
GREASE WASTE PIPING GR
GAS PIPING G
140 HOT WATER RETURN 140
120 HOT WATER SUPPLY
HOT WATER RETURN
COLD WATER SUPPLY
SANITARY DRAIN
ELBOW DN
ELBOW UP
VENT TRHOUGH ROOF VTR
CONDENSATE C
CHECK VALVE
HOSE BIBB
WCOWALL CLEAN OUT
FLOOR CLEAN OUT FCO
EXTERNAL CLEAN OUT ECO
FLOOR DRAIN FD
ST-#DOMESTIC WATER STORAGE TANK
GREASE INTERCEPTORECO ECO
P3.1 - PLUMBING ISOMETRICS
SUMP PUMP
P0.3 - DETAILS - PLUMBING
P0.2 - DETAILS - PLUMBING
SAN-G SANITARY GREASE WASTE
REVISED
JOB NO.
DATE
SHEET NUMBER
DATE
DRAWN BY
15-148
GMR/REG
OCT. 18, 2018
MA
HA
N S
QU
AR
E
1350 M
AH
AN
D
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TIT
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PR
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CO
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C., A
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HIT
EC
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.
Printed copies of this document are not considered signed and sealed unless embossed and the SHA authentication code must be verified on electronic copies.
100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
P0.1
PLU
MB
IN
G LE
GE
ND
, N
OT
ES
, D
ET
AILS
, &
S
HE
ET
IN
DE
X
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.....................
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. .. .
FOR
REVIEW PURPOSES ONLYO
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SCALE:NONE
ELEVATOR SUMP PUMP DETAIL
4
SCALE:NONE
THERMOSTATIC MIXING VALVE DETAIL
3
LAVATORY OR HAND SINK
THERMOSTATIC MIXINGVALVE
HOT WATERSUPPLY
COLD WATERSUPPLY
3/8" SUPPLYLINE (TYP)
COMMENTS:
1. ALL HAND SINKS AND LAVATORIES REQUIRED TO MEET A.D.A. GUIDLINES SHALL HAVE ADA COMPLIANT
2. ALL HAND SINKS AND LAVATORIES REQUIRE THERMOSTATIC MIXING VALVES ASSE 1070 CERTIFIED AND
UNDER-SINK PROTECTION. SUPPLY, WASTE AND VALVES MUST ALL BE COVERED.
SET TO 110°F.
SCALE:NONE
HUB DRAIN
1
SCALE:NONE
HOSE BIBB DETAIL
5
24" MINIMUM AFF
3/4" HOSE BIBB W/ SELF DRAININGVACUUM BREAKER
KEY
FINISHED WALL
3/4" WATER PIPING
FINISHED FLOOR
SERVICE WATERIN WALL
SCALE:NONE
PIPE HANGERS
6
ALL THREADED HANGER ROD
LOCKING NUTSUPPORT NUT
HEAVY DUTY CLEVIC HANGER
INSULATION WITH
PIPING
18 GA. GALV'D STEEL
VAPOR BARRIER
SADDLE 3 TIMESPIPE DIAMETER OR9" MIN. LENGTH
ALL THREADED HANGER ROD
LOCKING NUT
HEAVY DUTY CLEVIC HANGERINSULATION WITHVAPOR BARRIER
PIPING
18 GA. GALV'D STEELSADDLE 3 TIMESPIPE DIAMETER OR9" MIN. LENGTH
GRADE
INSPECTIONOPEN FOR
4'-0
"
6"
6" 9'-0"
8"
6"
COVER UP TO GRADE ELEVATION.TO BRING TOP OF MANHOLEEXTEND THROAT AS NECESSARY
8"12
"
LIQUID LEVELMIN
.
9"
AND BOTTOM (TYPICAL)
#3 REBARS AT 6" O.C.EACH WAY, TOP, SIDES
4" OUTLET
PIPES (TYPICAL)GROUT AROUND
GRADE (TYPICAL)2 WAY C.O. AT
VENT
6'-0
"
4" INLET
6" 6"
PROVIDE ADDITIONAL 3#3BARS @ 3" O.C. DIAGONALLYAROUND MANHOLE OPENINGS
AND COVER
4"OUTLET
MANHOLE FRAME22"Ø CAST IRON
2" RELIEF VENT AGAINSTSIDE OF BUILDING (FORMULTIPLE GREASE INTER-CEPTORS, COMBINE VENTS
WITH GOOSENECK ABOVEROOF LEVEL (UNLESS
BELOW GRADE). TERMINATE
NOTED OTHERWISE).
GREASE INTERCEPTORS ARE SIZED PER FBC PLUMBING TABLE 1003.5.1NOTES: 1.
10'-0"
6"6"
9'-0"
5'-0
"
24"
4"
SECTION "A-A"
PLAN VIEW
(TYP. OF 2)
XSCALE:NONE
GREASE INTERCEPTOR
PRE MANUFACTURED GREASE INTERCEPTORS ACCEPTABLE.2.
REVISED
JOB NO.
DATE
SHEET NUMBER
DATE
DRAWN BY
15-148
GMR/REG
OCT. 18, 2018
MA
HA
N S
QU
AR
E
1350 M
AH
AN
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Printed copies of this document are not considered signed and sealed unless embossed and the SHA authentication code must be verified on electronic copies.
100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
P0.2
DE
TA
ILS
- P
LU
MB
IN
G
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KNEE CLEARANCE
FLUSH CONTROL ON
OPEN/WIDE SIDE OF TOILETMIRROR
48" MIN.17" - 19"
30" MIN.
17"-19"
3'27" MIN.
9" MIN.
24" MAX
8" MIN.
6" MAX.
9" MIN.
40" MAX.
29" MIN.
27" MIN.
34" MAX.
1'-5" 6"
8"
17"-19"
33" - 36"
36" MIN.6" MAX.
18" 42" MIN.
29" MIN.
34" MAX.
15" MIN.
DRINKING FOUNTAIN
ADA DISTANCES
LAVATORYWATER CLOSET
SCALE:NONE
5
5 WATERPROOF MEMBRANE CLAMPED TIGHTLY TO DRAIN BODY.
1/2" DOMESTIC COLD WATER SUPPLY. CONCEAL IN WALL,
3" DEEP SEAL P-TRAP
6
7
8
ABOVE CEILING OR BELOW FLOOR.
POLISHED NICKEL BRONZE 2-PIECE ADJUSTABLE STRAINER.
CAST IRON FLOOR SINK WITH ACID RESISTING INTERIOR AND 1/2"
1
NEAREST 1" OR LARGER
8
TOP TAKEOFF ONLY
FINISHED FLOOR
DOMESTIC COLD WATER SUPPLY
3
4
7
6
KEY NOTES: (THIS DETAIL ONLY)
3
2
4 PUSH-ON NEOPRENE COMPRESSION GASKET.
CAST IRON INVERTIBLE CLAMPING COLLAR.
1
52
TRAP PRIMER VALVE. INSTALL IN ACCESSIBLE LOCATION OR
PRODUCTS (P.P.P.) OR APPROVED EQUAL. INSTALL MINIMUM 12"PRESSURE ACTIVATED TRAP PRIMER VALVE - PRECISION PLUMBING
A.F.F. FOR EVERY 20' OF PRIMER LINE. IF DISTRIBUTION UNIT DU-4IS USED, UP TO FOUR FLOOR DRAINS MAY BE SERVED FROM ONE
PROVIDE ACCESS PANEL FOR SERVICE.
TRAP PRIMER TAP AND 3" OUTLET.
2
SCALE:NONE
FLOOR SINK DETAIL
ALTERNATE NOTE:IN LIEU OF WATER BASED TRAP PRIMER IT ISACCEPTABLE TO USE SURE SEAL M#: SS3009VINLINE FLOOR SINK TRAP SEAL RUBBER SEALINGGASKET.
1 CAST IRON 2-PIECE CLEANOUT BODY WITH ADJUSTABLE HEAD.
NO-HUB COUPLING (FOR ABOVE GROUND APPLICATION ONLY).
MARKER FOR CARPETED FLOORS).POLISHED NICKEL BRONZE SCORIATED TOP (PROVIDE CARPET
BRONZE TAPERED THREAD, RAISED HEAD CLEANOUT PLUG.
PUSH-ON NEOPRENE RUBBER COMPRESSION GASKET.
STAINLESS STEEL ROUND WALL ACCESS COVER.
COMBINATION "Y" & 1/8" BEND FITTING.
CAST IRON CLEANOUT FERRULE.
TWO-WAY CLEANOUT FITTING.
CAST IRON CLEANOUT TEE.
12" x 12" x 12" CONCRETE THRUST BLOCK.
24" x 24" x 12" CONCRETE PAD FLUSH WITH GRADE.
LONG SWEEP ELBOW.
2
3
4
5
6
7
8
9
10
11
12
13
BRONZE TAPERED THREAD, RECESSED HEAD CLEANOUT PLUG.14
12
EXTERIOR CLEANOUT(ABBREVIATED ECO) (ABBREVIATED WCO)
WALL CLEANOUT
FLOORFINISHED
106
2 12"
14
FINISHEDWALL
CLEANOUT AT END OF MAIN
13
11
BUILDING SEWER)
7
CLEANOUT IN MAIN (USED AT JUNCTION OFBUILDING DRAIN AND
2-WAY CLEANOUT
8
(ABBREVIATED CO)INTERIOR CLEANOUT
514 9 FINISHED
GRADE
5
4
1
FLOORFINISHED
3
KEY NOTES: (THIS DETAIL ONLY)
SAME SIZE AS SEWERMAX. SIZE 4"
PROVIDE POURED CONC. BLOCKWHEN C.O. IS NOT IN PAVED AREA
4
SCALE:NONE
TYPICAL CLEANOUT DETAIL
5
4FLOOR
KEY NOTES (THIS DETAIL ONLY)
3
2
1
4
5
2
1
18" M
IN.
FINISHED
GRADEFINISHED
24" M
IN.
3
MAIN DOMESTIC COLD WATER SHUTOFF VALVE.
3/4" HOSE BIBB WITH VACUUM BREAKER (INTERIORAPPLICATIONS). PROVIDE FREEZE PROTECTIONFOR EXPOSED PIPING OR PIPING IN EXTERIORWALLS OR VENTILATED ATTIC.
3/4" SILL COCK WITH VACUUM BREAKER(EXTERIOR APPLICATIONS). PROVIDE FREEZEPROTECTION FOR EXPOSED PIPING OR PIPING INEXTERIOR WALLS OR VENTILATED ATTIC. PROVIDEWALL HYDRANT WHERE INDICATED ON PLANS.
SLEEVE THRU FLOOR AND SEALANT INANNULAR SPACE BETWEEN PIPE AND SLEEVE.
THIS DETAIL SHOWS A GENERAL ARRANGEMENT OFPIPING, SEE PLANS FOR SPECIFIC ARRANGEMENT.
SCALE:NONE
WATER SERVICE ENTRANCE
3
1
SCALE:NONE
FLOOR/WALL PENETRTRATIONS
NOTE: SEE WALL PENETRATION DETAIL FOR SLEEVE & FIRESTOPPING NOTES
SLEEVES & FIRESTOPPING
3. Use Split Wall Sleeve Penetrators for sleeving pipes through gypsum walls.2. Use Cored hole coupling Penetrators for cored holes through concrete floors and walls.1. Use Cast-in coupling Penetrators for poured-in-place concrete with metal or wood forms.
C. Use System "C" Penetrators for plastic DWV pipes connecting stacks, and drains.B. Use System "B" Penetrators for cast-iron DWV pipes connecting stacks, and drains. sprinkler lines and electric and communication conduit.A. Use System "A" Penetrators for water lines, heating and cooling lines, fire standpipe and
floor ceiling assemblies in accordance with the manufacturers instructions.by ASTM E814. Use all applicable pipe penetrations through fire rated, walls orUse ProSet "Firestop Penetrators," U.L. classified in the Building Materials Directory, tested
STEELSLEEVEFORGYPSUMWALLS
"A-3"
"A-1"
IN PLACEPOURED
"A-2"
WALLSMASONRYFORHOLECORED
USE METAL PAN RECEPTORWITH POURED CONCRETEFOR METAL DECK
"C-1""B-1""A-1"
FOR CORED HOLESSYSTEM A-B & C
"B-2""A-2" "C-2"
PLACE CONCRETEFOR POURED INSYSTEM A-B & C
"C-1""B-1""A-1"
WALL PENETRATIONSFLOOR PENETRATIONS
REVISED
JOB NO.
DATE
SHEET NUMBER
DATE
DRAWN BY
15-148
GMR/REG
OCT. 18, 2018
MA
HA
N S
QU
AR
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1350 M
AH
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Printed copies of this document are not considered signed and sealed unless embossed and the SHA authentication code must be verified on electronic copies.
100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
P0.3
DE
TA
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- P
LU
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IN
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EX ECO
CONNECT TO SITE SANITARY(SEE CIVIL)
FD
FD
FD
COCO
FD
FD
CO
ECO
ECO
ECO
ECO
SP-1
ROUTE TO STORM (SEE CIVIL)
RENOVATION KEYED NOTES:
CONDENSATE DOWN FROM ABOVE, ROUTE TOSTORM.
ROUTE VENT UP THROUGH CHASE IN THISAPPROXIMATE LOCATION AND CONNECT TO SYSTEMON SECOND FLOOR. SEE P1.2 FOR CONTINUATION.
SANITARY PIPING DOWN IN THIS LOCATION FROMCHASE ON SECOND FLOOR.
STUB OUT GREASE WASTE LINE FOR FUTURETENANT. TERMINATE VERTICALLY 12" AFTER FINISHEDFLOOR.
ROUTE SUMP PUMP TO NEAREST HUB DRAIN.PROVIDE 1" AIR GAP.
STUB OUT 3" VENT AND CAP FOR FUTURE.
OIL SPOTTER CONTROL PANEL TO BE LOCATED INTHIS APPROXIMATE LOCATION.
STUB OUT 4" SANITARY 12" ABOVE GRADE AT THISAPPROXIMATE LOCATION.
ROUTE SANITARY PIPING WITHIN CHASED WALL INTHIS APPROXIMATE LOCATION.
1
1
2
2
3
3
4
4ECOECO
SP-1
CO
CO
4
1250
GA
LG
RE
AS
E IN
TER
CE
PTO
R
1250
GA
LG
RE
AS
E IN
TER
CE
PTO
R
4" SAN-G
8
6" SAN
8
8
8
8
3" VENT
3" VENT
3" VENT
3" VENT
HD
HD
5
5
5
CO
CO
3/4" COND
CO
6
6
6
66
9
7
7
6
7
8
9
4" SAN-G
4" SAN
6" SAN
4" SAN 4" SAN
REVISED
JOB NO.
DATE
SHEET NUMBER
DATE
DRAWN BY
15-148
GMR/REG
OCT. 18, 2018
MA
HA
N S
QU
AR
E
1350 M
AH
AN
D
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TIT
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PR
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Printed copies of this document are not considered signed and sealed unless embossed and the SHA authentication code must be verified on electronic copies.
100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
FIRST FLOOR PLAN - PLUMBING - DRAIN & VENT1P1.1 MAHAN SQUARE
N
SCALE: 1/8" = 1'-0"P1.1
FIR
ST
F
LO
OR
P
LA
N - P
LU
MB
IN
G - D
RA
IN
&
V
EN
T
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...
. .. .
. .. .
FOR
REVIEW PURPOSES ONLYO
RD
ER PLANS FROM
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RENOVATION KEYED NOTES:
3" VENT THRU ROOF IN THIS APPROXIMATE LOCATION.
ROUTE AHU-CORE CONDENSATE FORM HD DOWN TOFIRST FLOOR IN THIS LOCATION. SEE P1.1 FORCONTINUATION
ROUTE (5) 3" VENTS FROM FIRST FLOOR THROUGHCHASE THROUGH ROOF. TERMINATE 10' FROM ACCINTAKES.
STUB OUT 4" SANITARY IN THIS APPROXIMATELOCATION FOR FUTURE USE.
1
2
WC-2 WC-2 WC-1 WC-2UR-1 WC-1
DF-1
FDLAV-2
LAV-2LAV-1FD
MS-1
LAV-1
1
3
3
2
LAV-
2
4
4
4
4
CO4" SANCO 4" SAN
HD
4" SAN
4
LAV-
2
3" SAN
4" SAN
REVISED
JOB NO.
DATE
SHEET NUMBER
DATE
DRAWN BY
15-148
GMR/REG
OCT. 18, 2018
MA
HA
N S
QU
AR
E
1350 M
AH
AN
D
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TIT
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PR
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Printed copies of this document are not considered signed and sealed unless embossed and the SHA authentication code must be verified on electronic copies.
100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
SECOND FLOOR PLAN - PLUMBING - DRAIN & VENT1P1.2 MAHAN SQUARE
N
SCALE: 1/8" = 1'-0"P1.2
SE
CO
ND
F
LO
OR
P
LA
N - P
LU
MB
IN
G - D
RA
IN
&
V
EN
T
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.....................
...
. .. .
. .. .
FOR
REVIEW PURPOSES ONLYO
RD
ER PLANS FROM
SEMBLUEINC.COM
850-671-2714
CONNECT INTO SITE METERASSEMBLIES. SEE CIVIL.
RENOVATION KEYED NOTES:
ROUTE DOMESTIC COLD WATER SUPPLY UP CHASETO SECOND FLOOR PLUMBING. CONTRACTOR TOCOORDINATE EXACT LOCATION OF SECOND FLOORCHASE.
STUB OUT DOMESTIC COLD WATER IN THIS LOCATIONFOR FUTURE TENANT. PROVIDE BALL VALVE AND CAP.
CONTRACTOR TO PROVIDE (7) DIGITAL SUB-METERREADERS TO BE LOCATED MOUNTED ON WALL AT 56"ABOVE GRADE. LABEL ALL READERS PER TENANT.
1
1
HB
HB
2
2 2 2
2
2
3
3
1" DCW
1" DCW
2" DCW2" DCW
2" DCW
3/4" DCW
1" DCW
1" DCW
3/4" DCW
REVISED
JOB NO.
DATE
SHEET NUMBER
DATE
DRAWN BY
15-148
GMR/REG
OCT. 18, 2018
MA
HA
N S
QU
AR
E
1350 M
AH
AN
D
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TIT
LE
PR
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CT
CO
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Printed copies of this document are not considered signed and sealed unless embossed and the SHA authentication code must be verified on electronic copies.
100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
FIRST FLOOR PLAN - PLUMBING - PRESSURE1P2.1 MAHAN SQUARE
N
SCALE: 1/8" = 1'-0"P2.1
FIR
ST
F
LO
OR
P
LA
N - P
LU
MB
IN
G - P
RE
SS
UR
E
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.....................
...
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. .. .
FOR
REVIEW PURPOSES ONLYO
RD
ER PLANS FROM
SEMBLUEINC.COM
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RENOVATION KEYED NOTES:
DOMESTIC COLD WATER UP FROM FIRST FLOOR INTHIS APPROXIMATE LOCATION.
STUB OUT DOMESTIC COLD WATER IN THIS LOCATIONFOR FUTURE TENANT. PROVIDE BALL VALVE AND CAP.
1
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LAV-1
LAV-1
2
1
1" DCW
2" DCW
REVISED
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100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
SECOND FLOOR PLAN - PLUMBING - PRESSURE1P2.2 MAHAN SQUARE
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CONNECT INTO SITE METERASSEMBLIES. 1 CORE METER AND
6 TENANT METERS. SEE CIVIL.
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WC-1
LAV-1
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WC-2LAV-2 LAV-2
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2" DCW
1" DCW
1" DCW
2" DCW
2" DCW
2" DCW
3/4" DCW
3/4" DCW
1" DCW
1" DCW
REVISED
JOB NO.
DATE
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DRAWN BY
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Printed copies of this document are not considered signed and sealed unless embossed and the SHA authentication code must be verified on electronic copies.
100% CONSTRUCTION DOCUMENTS
1834-A Jaclif Ct.
p.850.222.5683CA 28968
Tallahassee, FL, 32308
FSM Engineering
Robert E. Gelhardt II, P.E. FL 77568Sung H. Bae, P.E. FL 79267Byron Daverport, P.E. FL 60824Jeremy C. Parker, P.E. FL 70639
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