elevation detail of triplex booster pumps …bryantelectricestimating.com/print_room2000_2010/#2268...
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FLOW
AQUASTAT FORCONTROL OF PUMP
REDUCING TEE (ORTEST PLUG FORINSERTION OF GAUGE)
GAUGE COCK
DIAL TYPE PRESSUREGAUGE (0-100 PSIG)
CHECKVALVE
GATE (OR BALL) VALVE
FOR CONTINUATION ANDSIZE, SEE FLOOR PLAN
UNION IN-LINECIRCULATINGPUMP. SEE SCHEDULEDRAWING P001.
3CIRCULATING PUMP DETAILNTS
2" PUMP DISCHARGEELEVATOR PIT
2"
JUNCTIONBOX
OIL CONTROLSYSTEM
GATE VALVE
POWER IN
SUBMERSIBLESUMP PUMP
HIGH LEVEL FLOAT
PUMP ON FLOAT
PIPE SUPPORT
PIPE SUPPORT
SEE FLOOR PLANFOR CONT.
UNION
2" PUMPDISCHARGE PIPE
ELEVATORSHAFT WALL
ELEVATION
PLAN
1ELEVATOR SUMP PUMP DETAILSNTS
18
3 17 9
5
6
1
19
20
125 16 10 13 14
21
2 3 5 6 4
FULL SIZE BY-PASS W/ SHUT-OFF &
12
14
16
17
15
13
18
2019
21
CHECK VALVE
BUTTERFLY VALVE
BUTTERFLY VALVE11
910
87
PUMP
MOTOR
PRESSURE GAUGE
GATE VALVE
PRESSURE SWITCH
BUTTERFLY VALVEHYDRO-PNEUMATIC TANK
6543
MOTOR
21
CHECK VALVES (NORMALLY CLOSED)
RELIEF VALVENEEDLE VALVE
CHECK VALVE
BUTTERFLY VALVE
PRESSURE SWITCH
PRESSURE REDUCING VALVE
PRESSURE REDUCING VALVE
PRESSURE GAUGE
RELIEF VALVE
2BOOSTER PUMPSDETAIL OF TRIPLEX
NTS
4FLOOR MOUNTED ELECTRIC WATER HEATERNTS
PLUMBINGDETAILS SHEET # 4
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Nov. 1, 10 10MA017C00_P4033:28 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P403
ALL WORK SHALL MEET THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE, PLUMBING (FBCP) BASED ON THEINTERNATIONAL PLUMBING CODE, 2006
1. TRENCHING, EXCAVATION AND BACKFILL FOR PIPING INSTALLATION IN ACCORDANCE WITH FBCP 306.
2. ALL PLUMBING PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION FBCP 308 AND TABLE 308.5.
3. ALL TESTS AND INSPECTIONS SHALL BE MADE AS DIRECTED IN SECTION FBCP 312 .
4. CONDENSATE DRAIN SHALL COMPLY WITH FBCP 314.
5. MATERIALS, DESIGN AND INSTALLATION OF PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH CHAPTER 4 OF THE FBCP.
6. ACCESSIBLE PLUMBING FACILITIES AND FIXTURES SHALL BE PROVIDED IN ACCORDANCE WITH FBCP 404.
7. MATERIALS, DESIGN AND INSTALLATION OF WATER HEATERS AND THE RELATED SAFETY DEVICES AND APPURTENANCES SHALL BE AS OUTLINED IN CHAPTER 5 OF THE FBCP.
8. MATERIALS, DESIGN AND INSTALLATION OF WATER SUPPLY SYSTEMS SHALL BE AS OUTLINED IN CHAPTER 6 OF THE FBCP.
9. WATER SERVICE PIPE SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN TABLE 605.3 OF THE FBCP.
10. WATER DISTRIBUTION PIPE SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN TABLE 605.4 OF THE FBCP.
11. WATER PIPE FITTINGS SHALL CONFORM TO THE RESPECTIVE PIPE STANDARDS OR ONE OF THE STANDARDS LISTED IN TABLE 605.5 OF THE FBCP.
12. HOT WATER SUPPLY SYSTEMS SHALL COMPLY WITH FBCP 607.
13. PROTECTION OF POTABLE WATER SUPPLY SHALL BE IN ACCORDANCE WITH FBCP 608.
14. MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION OF SANITARY DRAINAGE SYSTEMS SHALL BE AS OUTLINED IN CHAPTER 7 OF THE FBCP.
15. SANITARY DRAINAGE AND VENT PIPE SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN TABLES 702.1, AND 702.2 OF THE FBCP. BUILDING SEWER PIPE SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN TABLE 702.3 OF THE FBCP.
16. THE MINIMUM SLOPE OF A HORIZONTAL DRAINAGE PIPE SHALL BE IN ACCORDANCE WITH TABLE 704.1 OF THE FBCP.
17. DRAINAGE FIXTURE UNIT VALUES SHALL BE AS SET FORTH IN TABLE 709.1. OF THE FBCP.
18. DRAINAGE SYSTEM SIZING IN ACCORDANCE WITH FBCP 710
19. INDIRECT / SPECIAL WASTE PIPING SHALL COMPLY WITH CHAPTER 8 OF THE FBCP.
20. MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION OF VENT SYSTEMS SHALL BE IN ACCORDANCE WITH CHAPTER 9 OF THE FBCP.
21. VENT PIPE SIZING IN ACCORDANCE WITH FBCP 916.
22. FIXTURE TRAP REQUIREMENTS AS SET FORTH IN FBCP 1002.
23. MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION OF STORM DRAINAGE SYSTEMS SHALL BE AS OUTLINED IN CHAPTER 11 OF THE FBCP.
24. STORM DRAINAGE PIPE MATERIALS SHALL BE IN ACCORDANCE WITH FBCP 1102.
25. SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS SHALL BE AS OUTLINED IN FBCP 1106, (TABLES 1106.2, TABLE 1106.3, TABLE 1106.6).
26. SECONDARY (EMERGENCY) ROOF DRAINS SHALL BE AS DIRECTED IN FBCP 1107.
27. SECURE PERMIT FROM DOT FOR STREET TRENCHING AND UTILITIES CONNECTION.
28. NEW UTILITIES CONNECTIONS, SANITARY, STORM AND WATER MUST BE APPROVED BY DEP.
BUILDING DEPARTMENT PLUMBING NOTES
WATER HAMMER ARRESTER (WHA)
UNIVISION REQUIREMENTS
ALL WORK SHALL MEET THE REQUIREMENTS OF THE LATEST UNIVISION RSIK MANAGEMENT GUIDELINES.
PLUMBINGABBREVIATIONS, SYMBOLSAND NOTES
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Oct. 29, 10 10MA017C00_P0013:47 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P001
TBP-1BUILDING
DOMESTICWATER SYSTEM
LOCATION SERVICE RPMHP VOLTS PHASE
MOTOR DATA
DOMESTIC WATER TRIPLEX BOOSTER PUMP SCHEDULE
CAPACITY(GPM)
PRE-ASSEMBLED AND PRE-WIREDUNIT 80 GALLON CUSHION-STOPTANK 24 HOUR AUTOMATICALTERNATION OF LEAD PUMP
RATEDPRESSURE
(PSI)REMARKS
(2)40(1)20
20 (2)1.5(1)1
208 3 1,750
DESIGNATION QTY
1
TAG NO.
FDYES
DRAIN SCHEDULE
CAST
YES
STAINLESSSTEEL
BODY
-
BRONZE
-
TOP & TRIM
STEELSTAINLESS POLISHED
BRONZENICKELBRONZE
COMMENTSFUNCTION
MECHANICAL ROOMSAND GENERAL AREAS(TYPE 1)
FUNNEL WHERE REQUIRED ASPER DRAWINGS - - -YES
FIXTURE
FLOORDRAIN
FUNNELDRAIN
CAST IRON BODY W/ FLUSHING COLLAR, CAST IRON GRATE AND SLOTTEDSEDIMENT BUCKET, AND "P" TRAP DEEP SEAL.
IRON
-
-
-
- -
CASTIRON
TOILET AREAS YES - - - - YESFD(TYPE 2)
FLOORDRAIN
INDIRECT WASTE FUNNEL DRAIN WITH DURA-COATED CAST IRON BODYAND BOTTOM OUTLET (6" X 3")
CAST IRON BODY W/ FLUSHING COLLAR AND ADJUSTABLE STRAINER, "P"TRAP DEEP SEAL, WITH NICKEL BRONZE STRAINER AND VANDAL PROOFSCREWS.
-
-
LAVATORYP-2
P-3 URINAL(FLUSH VALVE)
FAUCET
P-2A
LAVATORY(BARRIER FREE)
FAUCET
ELECTRICWATER COOLER
WH WALL HYDRANT
112" 11
2" 112" 1
2" 12"
112" 11
2" 112" 1
2" 12"
2" 2" 112" - -
112"-
112"-P-1A
P-1
LEGENDPLUMBINGFIXTURE
TRAP(TR)
SOIL/WASTE(S/W)
VENT(V)
COLDWATER
(CW)
HOTWATER
(HW)
2"4"
2"4"
P-4
EWC
34" 3
4"3" 3" 2" -
-
34" -- - - -
PLUMBING FIXTURE SCHEDULE
MOP SINK
-12"11
2" 112" 11
2"
1"
WATER CLOSET/FLUSH VALVE
WATER CLOSET/FLUSH VALVE(BARRIER FREE)
ELONGATED, VITREOUS CHINA, WALL MOUNTED, 1 12" TOP
SPUD, HARDWIRED SENSOR FLUSH VALVE OPERATION,1.28 GPF. OPEN FRONT SEAT LESS COVER.
SPECIFICATIONS
ELONGATED, VITREOUS CHINA, WALL MOUNTED, 1 12" TOP
SPUD, HARDWIRED SENSOR FLUSH VALVE OPERATION,1.28 GPF. OPEN FRONT SEAT LESS COVER.
OVAL COUNTERTOP, VITREOUS CHINA, FAUCET HOLES ON 4"CENTERS. SENSOR OPERATED, CHROME PLATED BRASS , 0.5GPM FLOW RATE, VANDAL RESISTANT SPRAY HEAD.
WALL MOUNTED, VITREOUS CHINA, FRONT OVERFLOW,CONCEALED ARMS SUPPORT, FAUCET HOLES ON 4"CENTERS. SENSOR OPERATED, CHROME PLATED BRASS , 0.5GPM FLOW RATE, VANDAL RESISTANT SPRAY HEAD.
VITREOUS CHINA, ULTRA LOW CONSUMPTION ( 18 GALLON PER
FLUSH), 14" EXTENDED RIM, 3/4" TOP SPUD. HIGH EFFICIENCYFLUSHOMETER VALVE. EXPOSED HARDWIRE SENSOROPERATED
ONE PIECE, PRECAST TERRAZO COMPOSED OF MARBLECHIPS WITH INTEGRAL DRAIN, STAINLESS STEEL CAPS, HOSEAND MOP HANGER. : CHROME FINISH 2.2 GPM
NO LEAD, WALL MOUNT, TWO LEVELS, BARRIER-FREE,STAINLESS STEEL, WITH RECESSED IN THE WALLREFRIGERATION SYSTEM AND STAINLESS STEEL GRILL.SAFETY BUBBLER, VANDAL-RESISTANT FRONT PUSH BAR.ALL STAINLESS STEEL POLISHED TO A SATIN FINISH
WALL HYDRANT EXPOSED TYPE W/ VACUUM BREAKER-BACKFLOW PREVENTER, VALVE PLUNGER CONTROLS FLOWAND DRAIN, STAINLESS STEEL STEM, CHROME FINISH ANDLOUSE TEE KEY.
PANTRY SINK& FAUCET
P-5 34" 3
4"3" 3" 2" -
CAST IRON, SINGLE BASIN WITH WET WORK SURFACE,SELF-RIMMING, ACID-RESISTANCE ENAMEL FINISH, 28- 13
16" X19" X 6-5
16" (DEEP). FAUCET, LESS SIDESPRAY, WITH LOWERFLOW AERATOR, 2.2 GPM
RD ROOF AREAYES - - - - -ROOF
YESDRAIN
MER(MEZZANINE)
ELECTRIC POINT OF USE WATER HEATER SCHEDULE
RESTROOMAND JC
(GROUND FL)
POU-1, POU-2,POU-3, POU-7
COMMERCIAL ELECTRIC HEATER. POINT OF USE.DUAL LAV OPTION. "FLOW CONTROL" MODEL
FEDERAL PUMPCO
MANUFACTUREROR APPROVED
EQUAL
SP-4020-2
POU-4, POU-5,POU-6, POU-8
Eemax Inc.EX48DL
EX3208-SLCOMMERCIAL ELECTRIC HEATER. POINT OF USE.SINGLE LAV OPTION. "FLOW CONTROL" MODEL
4 - 0.75 10.75"x5.25"x2.78"
DIMENSIONS MODELNO.
MANUFACTUREROR APPROVED
EQUAL
RECOVERYRATE (GPM)AT 60°F RISE
CAPACITY(GALLONS)QTYLOCATION REMARKSDESIGNATION
Eemax Inc.10.75"x5.25"x2.78"4
VOLT
ELEC. DATA
KW AMPS
208 6.5 23
- 0.5 4.8 20
COMMERCIAL ELECTRIC HEATER. POINT OF USE.DUAL LAV OPTION. "FLOW CONTROL" MODEL
Eemax Inc.EX48DL
EX3208-SLCOMMERCIAL ELECTRIC HEATER. POINT OF USE.SINGLE LAV OPTION. "FLOW CONTROL" MODEL
10.75"x5.25"x2.78"
Eemax Inc.10.75"x5.25"x2.78"
RESTROOMAND JC
(SECOND FL)
POU-10
POU-9, POU-11
1
2
-
-
0.75
0.5
6.5 23
4.8 20
SUMP PUMP SCHEDULE
SP-1CELLAR
ELEVATORPIT
ELEVATOR PIT 74 37 3600 0.5 1 60 115SUBMERSIBLE SUMP PUMPBY "STANCOR INC." MODEL SE-50OIL MINDER SYSTEM
DESIGNATION LOCATION SERVICECAPACITY
(GPM) TDHMOTOR DATA
HP VOLTSPHASE CYCLE REMARKS
208
208
208
PLUMBINGEQUIPMENT SCHEDULES
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Nov. 1, 10 10MA017C00_P0023:24 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P002
8" ST HOUSE DRAIN"C". FOR CONT. SEECIVIL DWGS
3" DOM AND6" SPRINKLER WATERSERVICES. FOR CONT.SEE CIVIL DWGS
6" SAN HOUSEDRAIN. FOR CONT.
SEE CIVIL DWGS
8" ST HOUSE DRAIN"D". FOR CONT. SEE
CIVIL DWGS
8" ST HOUSE DRAIN"B". FOR CONT. SEECIVIL DWGS
8" ST HOUSE DRAIN"A". FOR CONT. SEECIVIL DWGS
1" = 60'-0"1 SITE PLANPLUMBINGSITE PLAN
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Nov. 1, 10 10MA017C00_P1003:24 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P100
34" WH
8" ST HOUSE DRAIN"B". FOR CONT.
SEE CIVIL DWGS
8" ST HOUSE DRAIN"A" (7,500 ). FORCONT. SEE CIVILDWGS
TWO-WAY CO
34" WH
TWO-WAY CO
34" CW
AT CLG
6" SAN HOUSEDRAIN. FOR CONT.SEE CIVIL DWGS
8" ST HOUSE DRAIN"D" (8,900 ). FORCONT. SEE CIVIL
DWGS
4"
8" ST HOUSE DRAIN"C" (8,200 ). FORCONT. SEE CIVILDWGS
TWO-WAY CO
34" WH
34" WH
4" SANUNDER SLAB
112" CW
AT CLG
34" CW
AT CLG
34" CW
AT CLG
TWO-WAY CO
TWO-WAY CO
PROPGENG
EXISTING GENERATORSTO REMAIN
CYOR
UP
I.E. = 5.53'SANITARY PUMP
STATION. REFER TOCIVUL DGWS
FM
2" FM TO CONNECTTO EXIST SAN
INSIDE EXIST BLDG
(SP-1)IN ELEVATOR PIT (24"x24"x24"
DEEP) SEE SCHEDULE DWGP002 & DETAIL DWG P402
WATERTIGHTSLEEVE (TYP.)
6" SPRINKLER AND 3"DOM WATER
SERVICES UP
6" SPRINKLER AND 3" DOMWATER SERVICES UP FOR
CONT. SEE CIVIL DWGS
PROVIDE 18" SHAFT UP TOMEZZ. FOR DOMESTIC ANDSPRINKLER PIPING
4 8" LDR UP&DN
(8,900 )
1 8" LDR UP&DN
(7,500 )
2 8" LDR UP&DN(5,000 )
36" LDR UP&DN(8,200 )
8"
34" WH
34" CW RISE
34" CW PIPING TIGHT TO
COLUMNS (12'± AFF)
34" WH
34" CW PIPING TIGHT TO
COLUMNS (12'± AFF)
34" CW
AT CLG
1/8" = 1'-0"1 GROUND FLOOR PLAN
PLUMBINGGROUND FLOOR PLAN
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Nov. 1, 10 10MA017C00_P1013:23 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P101
4"FD
212"
FOR CONT.SEE DWG. P101FOR CONT.
SEE DWG. P101
212" DN
112"
34"
112"
4"FD
4"FD4 8" LDR UP&DN
(8,900 )
1 8" LDR UP&DN(7,500 )
2 8" LDR UP&DN(5,000 )
35" LDR UP (2,500 )6" LDR DN (8,200 )
5" ST UP(2,450 )
3" ST UP TORD-15 (600 )
3" ST UP TORD-16 (1,000 )
3" 5"
5"
3" ST UP TORD-17 (1,100 )
6"
3" ST UP TORD-18 (550 )
3"
1/8" = 1'-0"1 SECOND FLOOR PLAN
PLUMBINGSECOND FLOOR PLAN
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Nov. 1, 10 10MA017C00_P1023:26 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P102
4" ST UP TO12 (1,800 )
4" ST UP TO13 (1,800 )
4" ST UP TO14 (2,100 )
4" ST UP TORD-9 (1,000 )
4" ST UP TORD-10 (1,000 )
4" ST UP TORD-11 (1,200 )
4" ST UP TORD-5 (2,500 )
4" ST UP TORD-3 (2,500 )
4" ST UP TORD-1 (2,500 )
4" ST UP TORD-6 (2,500 )
4" ST UP TORD-4 (2,500 )
4" ST UP TORD-2 (2,500 )
4R DN00 )
4"5"
6"
6" ST DROP
8"
8"
5"
1
8"
5"
8"
5"
2 8" (5,0
5"
8"5"
3 5" LDR DN(2,500 )
3" ST UP TORD-8 (1,250 )
4"
3" ST UP TORD-7 (1,200 )
5"
5" ST DN(2,450 )
4"FD 4"FD
4"FD
4"FD
4"FD
4"FD
112" RPZ BACKFLOWPREVENTER FOR
HVAC. SPILL ON FD
PLUMBINGTHIRD FLOOR PLAN
MEZZANINE LEVEL 2 PLAN 1/8" = 1'-0"1
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Nov. 1, 10 10MA017C00_P1033:26 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P103
A/C CHILLERAREA
50' - 6"
45' - 0"
40' - 6"
36' - 6"
4" RD-6(2,500 )
4" RD-2(2,500 )
3" RD-18(550 )
3" RD-17(1,100 )
3" RD-15(600 )
4" RD-14(2,100 )
3" RD-10(1,000 )
3" RD-9(1,000 )
3" RD-11(1,190 )
4" SCUPPERDR (3,000 )
4" SCUPPERDR (3,000 )
4" SCUPPERDR (3,000 )
3" SCUPPERDR (550 )
3" SCUPPERDR (1,300 )
4" SCUPPERDR (1,800 )
4" SCUPPERDR (1,800 )
4" SCUPPERDR (2,100 )
4" SCUPPERDR (2,190 )
4" SCUPPERDR (2,190 )
4" RD-13(1,800 )
4" RD-12(1,800 )
4" RD-4(2,500 )
3" SCUPPERDR (1,300 )
3" RD-16(1,000 )
4" SCUPPERDR (3,000 )
4" SCUPPERDR (3,000 )
4" RD-5(2,500 )
4" RD-3(2,500 )
4" RD-1(2,500 )
3" RD-7(1,200 )
3" RD-8(1,250 )
4" SCUPPERDR (2,190 )
1/8" = 1'-0"1 ROOF PLAN
PLUMBINGROOF PLAN
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Nov. 1, 10 10MA017C00_P10412:32 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P104
FOR CONT. SEESP-SERIES DWGS
34" HB
W/ VB
4"FD
3" CW &6" SPRINKLERSERVICES DN
(TBP-1) W/HYDRO-PNEUMATIC
TANK ON CONCRETEPAD. SEE DWG P002FOR SCHEDULE AND
DETAIL DWG P403
4"FD
4" BLDGSHUT-OFF
VALVE W/ TS
FOR CONT. SEEDWG P102
3"FD
212"
212" UP
3"FD
UP
112"
FOR CONT. SEEDWG P102
4"
112"
PLUMBINGPART PLANS
1/4" = 1'-0"3 WATER PUMP ROOM 34 - PART PLAN
1/4" = 1'-0"1GROUNG FLOOR PUBLIC BATHROOMS - PART PLAN
1/4" = 1'-0"4 MEZZANINE LEVEL ROOMS 28, 29, 30 - PART PLAN
1/4" = 1'-0"2GROUND FLOOR ROOMS 16, 17, 18 - PART PLAN
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Nov. 1, 10 10MA017C00_P2003:25 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P200
ROOF SECOND FL - EL: 36'-6"
ROOF STUDIO "F" - EL: 40'-6"
SECOND FL - EL: 15'-0"
THIRD FL - EL: 30'-0"
ROOF STUDIO "E" - EL: 50'-0"
ROOF THIRD FL - EL: 45'- 0"
GROUND FL - EL: 0'-0"
4" VTR
212"
FIRE PUMPRM
2"
112"
2"
112"
4"
4" VTR
212"
2"4"
4"
4" VTR
212"21
2"
212"
FIRE PUMPRM
TOIL.RM
TOIL.RM
TOIL.RM
MER
SANITARY PUMPSTATION BY CIVIL
ROOF SECOND FL - EL: 36'-6"
ROOF STUDIO "F" - EL: 40'-6"
SECOND FL - EL: 15'-0"
THIRD FL - EL: 30'-0"
ROOF STUDIO "E" - EL: 50'-0"
ROOF THIRD FL - EL: 45'- 0"
GROUND FL - EL: 0'-0"
BY CIVIL BY PLUMBER
TOILETSROOM3
4" 2"
JANT.CLOSET
TOILETSROOM
AUDIENCE ENTRANCETOILET RM
JANT.CLOSET
TOILETSROOM
JANT.CLOSET
TOILETSROOM
112"
1 1/2" BFP
1" CW FOR HVACCHILLER
NON-FREEZEWH (TYP)
STUDIO "F" STUDIO "E"3
4" 34" 3
4" 34"
34" 3
4"
112"
34"
112"
HB W /VB
34"
DOMESTICWATER METER
ASSEMBLY
WATER BOOSTER PUMPW/ CUSHION TANK
34"
HB W /VB
HB W /VB
34" 3
4"
34"
POINT OF USEELECT HEATER
(TYP)
HB W /VB
34"
2 1/2"
1 1/2"
1 1/2"
34"
34"3
4"
34"
112"2 1/2"
2 1/2"
34"
34" 11
2"11
2"
34"3
4"
34"
4"
4"
2"2"
4"4"
2 1/2"
2 "1 1/2"
2 " 3"
4"4"
2" 2"
4"
2" 2"
4"
4"
2"2"2"
2"
4"
4"
4"
2"
2"
2"2"
2"
4"
4"
1 1/2"2"
4"
2" 2" 1 1/2"2"
4" 3"4" 4"
2" 2"
2 "2 "
TOIL.RM
4"4"4"
PLUMBINGRISER DIAGRAMS SHEET # 1
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Nov. 1, 10 10MA017C00_P3003:20 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P300
1SANITARY RISER DIAGRAMNTS
2DOMESTIC WATER RISER DIAGRAMNTS
EL: 36'-6"
EL: 40'-6"
EL: 15'-0"
EL: 30'-0"
EL: 50'-0"
4" RD #3(2,500 )
4" RD #5(2,500 )
4" RD #1(2,500 )
5"
8"
EL: 45'- 0"
5" 5"
4"
8"
4" RD #5(2,500 )
4" RD #3(2,500 )
4" RD #6(2,500 )
5"
3" RD #9(1,000 )
4"
3" RD #8(1,250 )
5"
4"
3" RD #7(1,200 )
4"
3" RD #10(1,000 )
3" RD #11(1,200 )
4" RD #14(2,100 )
5"
5" 8"
3" RD #15(600 )
3"
3" RD #16(1,000 )
3" RD #17(1,120 )
4" RD #14(2,100 )
4" RD #13(1,800 )
8"8"
4" RD #1(2,500 )
5"
8" 8"
EL: 0'-0" CO
8" STORM HOUSEDRAIN "D" (8,900 )
8" STORM HOUSEDRAIN "C" (8,200 )
8" STORM HOUSEDRAIN "A" (7,500 )
8" STORM HOUSEDRAIN "B" (5,000 )
8"8"8" 8"
CODP
4"
5"
CODP
TWO-WAY CO
CO COCO
PLUMBINGRISER DIAGRAMS SHEET # 2
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Nov. 1, 10 10MA017C00_P3013:27 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P301
1STORM RISER DIAGRAMNTS
STANDARD PIPE SIZES-INCHESIN INCHES*EXPANSION
19
27
33
38
21
37
43
30
26
45
52
37
29
50
58
41
E* = T x L x 12 x CTEWHERE:
E = EXPANSION IN INCHEST = TEMPERATURE RISE IN °FL = LENGTH OF PIPE IN INCHES
CTE = COEFFICIENT OF EXPANSION
5EXPANSION LOOP DETAILNTS
:
PROVIDE EXPANSION LOOPS WHERE TEMPERATURE VARIATIONMAY CAUSE EXCESSIVE STRESS OR MOVEMENT IN THE PIPING.
34" 1" 11
2" 2"1
2"
1"
112"
2"
DEEP SEAL TRAP
3/4" CONNECTION
ROUGH CHROME PLATED
INSIDE BUILDING
WALL CLAMP(ADJUSTABLE)
GROUND JOINTUNION ELBOW
ADAPTER
3/4"
PICKED OAKUMAND MOLTEN
LEAD
WALLHYDRANT
VACUUMBREAKERASSEMBLY
LOOSEKEYHANDLE
OUTLET
1'-6
"
EXTERIORGRADE
SCHEDULE 40GALVANIZEDPIPE SLEEVE
MAXIMUM DIAMETERBOTTOM BAR STRAINER ONSHORT LEGS
INDIRECT WASTE SPILL OVERMECHANICAL ROOM FLOOR DRAIN
LESS FLANGE WHEREATTACHED TOEXPOSED PIPING
VACUUM BREAKER(VANDAL PROOF)
REMOVABLETEE HANDLE
7HOSE BIBB DETAILNTS 8
DRAIN FOR INDIRECT WASTETYPICAL MECHANICAL ROOM FLOOR
NTS6
WALL HYDRANT DETAILNTS
1EXTERIOR CLEANOUT DETAILNTS
WASTE PIPINGTERMINATE W/
CLEANOUT PLUGAT END OF RUN
12" SQ. X 4"CONC. PAD
EXTERIOR CLEANOUTCOVER & FRAME
FINISHED GRADE
CLEANOUT PLUG
22-WAY EXTERIOR CLEANOUT DETAILNTS
FINISHED GRADE
CLEANOUT PLUG
12" SQ. X 4"CONC. PAD
EXTERIOR CLEANOUTCOVER & FRAME
FINISHED GRADE
WASTE PIPINGTERMINATE W/
CLEANOUT PLUGAT END OF RUN
3FLOOR CLEANOUT DETAILNTS 4
TRAP PRIMER DETAILNTS
FLANGE
SLOAN "ROYAL" #111FLUSH VALVE
SLOAN #VBF-72-A1TRAP PRIMER
WATER CLOSET
FINISHEDFLOOR
PLUMBINGWALL
1" CW SUPPLYLINE
FLANGE
TYPE "K" CUTUBING
FLOOR DRAIN WITHDEEP SEAL TRAP
3/4" HOSETHREAD
WATER SERVICE
SECTION A-A
45°
4"
32"A
A
PLAN
MINIMUM CONCRETE COMPRESSIVESTRENGTH = 3000 PSI.
90°
11CONCRETE THRUST BLOCK DETAILSWATER SERVICE/FIRE SERVICE
NTS
2"VENT
4"
FLOOR
FLOOR SLAB
4" FUNNEL DRAIN
THREADED
2"
NEOPRENE GASKET
4" SCH 40 GALVANIZED
J.R. SMITH FIG 3811
30" M
AX
.
"P" TRAP
FINISHEDSTEEL PIPE
10SPRINKLER VALVESSTANDPIPE DRAIN FOR
NTS9
HUB DRAIN DETAILNTS
P.V.C. BELL REDUCER (HUB)(SIZE AS INDICATED). MOUNT
JUST BELOW WATERHEATER SHELF.
ESCUTCHEONPLATE
P-TRAP W/CLEANOUT
TRAP PRIMER PIPING.CONNECT TO NEAREST
WATER SUPPLY WITH A SELFCONTAINED TRAP PRIMER
DISTRIBUTION UNIT.
FINISHED WALL
PLUMBINGDETAILS SHEET # 1
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Nov. 1, 10 10MA017C00_P4003:29 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P400
CAULKED JOINT
SMITH FIG. 1740(4" TO 10")FLASHING
ROOF
FLASHINGFITTING
SMITHFIG. 1750(4" TO 6")
4" DIA. MIN.
SAME ASOTHER ROOFFLASHING
FOR EXPOSEDOPENING COMPLETELYBOTH SIDES TO COVERESCUTCHEON PLATE ON
1
2
3
5
4 A) PACKING MATERIAL - NOM 1" DIAM. POLYURETHANE BACKER ROD
STEEL. ANNULAR SPACE SHALL BE MIN. 1/2" TO MAX. 4 13/18"
B) NOM 1/2" THICKNESS APPROVED FIRE STOPPING CAULKING
STEEL PIPE - 8" DIAM. (OR SMALLER) SCH. 40 (OR HEAVIER)
PROVIDE UL-LISTED FIRE PENETRATION FIRE STOPPING ASSEMBLY,TESTED IN ACCORDANCE WITH UL-263 AND UL 1479.
FYRE - SHIELD BY TREMCO OR EQUIVELANT
PLAN VIEW
RISER CLAMPFLOOR SLAB
SEALANT (SEE SPEC.)PIPE SLEEVE NOTE:
EXTERIOR WALLS
INTERIOR WALLS
STANDARD WEIGHT STEELPIPE SLEEVE OF SIZE TOPASS PIPE AND INSULATION
FINISHED ESCUTCHEONPLATE FLUSH AGAINSTWALL AND OF SIZE TOCOMPLETELY COVEROPENING
PIPING EXPOSED TO VIEWCONCEALED PIPINGFINISHED WALL SURFACE
TERMINATE SLEEVE FLUSHWITH FINISHED WALL SURFACES
SEAL OR CAULK SLEEVETHRU FIRE WALLS IN
A SMOKE TIGHT MANNER
PIPE AND INSULATION TO BECENTERED IN SLEEVE - DONOT SUPPORT PIPE FROM
SLEEVE
FINISHED WALL SURFACESEAL SLEEVE WITHTIGHTLY PACKED
COAT EXTERIOR SURFACES
SEALING ANDANCHORING COLLAR
SEAL WATERTIGHT WITHMASTIC OR ASPHALT
CENTER PIPE IN SLEEVE
CONTINUOUS WELD
STANDARD WEIGHT STEEL PIPESLEEVE INSTALLED DURING
WALL CONSTRUCTION
FINISHED WALL SURFACE
SEALANT (SEE SPEC.)PIPE SLEEVE
1. PIPE SLEEVE FOREXTERIOR WALL ABOVE ORBELOW GRADE.
TERMINATE SLEEVEFLUSH WITH FINISHED
WALL SURFACES
FINISHED ESCUTCHEONPLATE FLUSH AGAINSTWALL AND OF SIZE TOCOMPLETELY COVEROPENING
PIPE AND INSULATIONTO BE CENTERED IN
SLEEVE - DO NOTSUPPORT PIPE FROM
SLEEVE
SEAL OUTSIDE OFJOINT WITH MASTIC
SEALANT (SEE SPEC.)
SEAL OUTSIDE OFPENETRATION WITH
SEALANT (SEE SPEC.)
SEALANT (SEE SPEC.)
WATER STOPAND ANCHORCOLLAR
INTERIOR FACEOF FOUNDATIONWALL
LINK-SEAL TYPEWALLPENETRATIONSEAL MODEL - LS
PYRO-PAC MODELFS (ACCESSIBLEFROM ONLY ONESIDE)
LINK-SEAL TYPEWALL SLEEVEMODEL - WS
1/4" MIN. BEADOVERLAPPINGWALL SURFACE
NOMINAL 1/2" THICKNESS FIRE STOPCAULKING, TREMCO FYRE-SHIELD ORAPPROVED EQUIVALENT
FIRE RATED GWB ORPLASTER PARTITION
MAX. 3/8" LARGERTHAN PIPE ORPIPING INSULATION
FLOOR OR WALL ASSEMBLY= MIN. 4-1/2" THICK CONCRETE
STEEL SLEEVE - NOM 14" DIAM. (OR SMALLER)SCH. 30 (OR HEAVIER) STEEL PIPE
1THRU FLOOR SLABPIPE SLEEVE
NTS 2THRU INTERIOR WALLPIPING SLEEVE
NTS 3FOUNDATION WALL DETAILPIPING SLEEVE THRU EXTERIOR
NTS 4SLEEVE THRU WALLSNTS
5PIPE SLEEVE THRU RATED WALLNTS 6
GWB OR PLASTER PARTITIONPIPE PENETRATION IN FIRE-RATED
NTS
7FOR PIPES THRU ROOFDETAIL OF FLASHING FITTINGS
NTS
*
*CLEVIS HANGER
ROD (SIZE AS REQUIRED)
PIPE
STEEL RETAING STRAP
COUPLER
METAL DECK
EXISTING WF STEEL MEMBER
"C" CLAMP
CONCRETE ANCHOR HILTI-KWICK BOLT,SERIES HDI, OR APPROVED EQUAL.INSTALLATION SHALL BE IN ACCORDANCEWITH THE MANUFACTURER'SRECOMMENDATION.
CLEVIS HANGERS REQUIRED ON PIPING LARGER 1".GENERAL PURPOSE HANGERS MAY BE USED ONPIPING 1" OR SMALLER.
ADJUSTABLE CLEVIS HANGER
14 GAUGE ZINCCOATED SHEET
STEEL SADDLE, ATLEAST 6" LONG
6" LONG HARDWOOD BLOCKSSHAPED TO FIT PIPE AND
HANGER
INSULATIONPIPE
6" ANDSMALLER
BRACE INTERMEDIATE JOINTS WITH
PIPE HANGERS AS PER SPEC. - TYP.
INSULATE HORIZONTAL PIPING AS PER SPEC.NO-HUB COUPLING AS PER SPEC.-TYP.
12"
SOCKET CLAMPS AND RODS
FLOOR
PIPEESCUTCHEON
RISER CLAMP AT EACH FLOOR (TYP.)
FLOOR
OR TRAPEZE HANGERSSOCKET CLAMP AND RODS
SECURE BASE OF STACK TOBUILDING STRUCTURE WITH
12"5'-0" TYP.
CUT "V" THREADS - TYPICAL3/4" THREADED ROD WITH MACHINE
SOCKET CLAMP
SOCKET CLAMP
SECURELY ATTACH TO BUILDING CONSTRUCTIONREFER TO SPECIFICATION - TYPICAL
8TYPICAL HANGER DETAILNTS 9
INSTALLATION DETAIL AT HANGERNTS 10
VERTICAL PIPING DETAILNO-HUB PIPE BRACING FOR
NTS PLUMBINGDETAILS SHEET # 2
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Nov. 1, 10 10MA017C00_P4013:28 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P401
FLOOR
BRANCH
TYPICAL COUPLING6" AND LARGER
MINIMUM ROD HANGER ROD SIZE
PIPE (INCH)
BACKFILL BYPLBG CONTRACTOR
THIS SHEET FOT SIZES)(SEE ROD SCHEDULE
FINISHED
(HEAVY DUTY)CLEVIS HANGER
HANGER SUPPORT ROD
FLOOR
SECTION
A
SEE DWGSFOR PIPE SIZE
(FISH PLATE)STEEL SQUARE PLATE
P202A
SECTION A-A
7/8"
ROD DIA. (INCH)
5/8"1/2"
7/8"7/8"
1/2" 3"
15"
10"12"
4"6"
2"
1"
A
±14" 5'-0" MAX.
TYPICAL BRACE TO PREVENT HORIZONTALMOVEMENT. LOCATE ON ALL PIPING 6 INCHAND LARGER. SECURE BRACE TOBUILDING STRUCTURE OR ON EACH SIDEOF JOINT WITH FRICTION CLAMP ANDRODS. INSTALL ON EVERY BRANCHOPENING OR CHANGE OF DIRECTION.
BRACE INTERMEDIATEJOINTS WITH RISERCLAMPS & RODS
TYPICAL FRICTIONCLAMP AT EACHFLOOR
SECURE BASE OF STACKTO BUILDING STRUCTUREWITH RISER CLAMP ANDRODS OR TRAPESEHANGER
TYPICALHANGER
FLOOR
(VARIES W/ PIPESIZES)
PAINT HANGER & RODW/ BITUMASTICRUSTPROOF PAINT V
AR
IES
W/ S
LOP
E
PROVIDE BACKFILL MATERIALWITH LOW UNIT WEIGHT TOREDUCE PIPE LOADS
REINFORCINGBARS REFER TOSTRUCTURALDRAWINGS
CAST IN PLACECONCRETE SLAB
P202
P202
1FOR HORIZONTAL PIPINGHUBLESS PIPE BRACING LOCATION
NTS
2FOR VERTICAL PIPINGHUBLESS PIPE BRACING
NTS 3PIPE SUPPORT DETAILTYPICAL UNDERGROUND
NTS
PLUMBINGDETAILS SHEET # 3
CONSULTANTS:
CSA Central6100 Blue Lagoon Drive, Suite 300
Miami, FL 33126Tel. : (305) 461-5484Fax : (305) 461-5494
Web : www.csagroup.com
THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTSOF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED
ONLY BY AUTHORIZED PERSONS AND SHALL NOT BEREPRODUCED OR EXHIBITED WITHOUT WRITTENCONSENT OF CSA ARCHITECTS AND ENGINEERS.
BRILL, RODRIGUEZ, SALAS9360 S. W. 72ND STREET, SUITE 262MIAMI, FLORIDA 33173-4448PH: (305) 273-4204, FAX: (305) 273-6575
STRUCTURAL ENGINEER:
IN ASSOCIATION WITH:
OF 55
SHEET NO.
DRAWING LOCATION:
DELIVERY DATE:
PRINT DATE & TIME:
OCTOBER 29, 2010CAD FILE NAME:
PROJECT NUMBER:
10MA017C00
SHEET TITLE:
Nov. 1, 10 10MA017C00_P4023:28 PM
PRINCIPAL CAD TECHNICIAN:
PROFESSIONAL OF RECORD:
DESIGNDEVELOPMENT
REV.NO. DESCRIPTIONDATE
NEW H.D. STUDIOS "E" & "F"FOR:
UNIVISION
DISCIPLINE INFORMATION:
PROJECT:
PROFESSIONAL SEAL:
DRAWING INFORMATION:
ISSUE DESCRIPTIONDATE
10-18-2010 SCHEMATIC DESIGN
AR 0007721REINALDO VERA
ALFREDO RUIZ, RA, LEED-AP
AR12031ALBERTO LLORENTE
AS EMPLOYEE OFCSA GROUP, LLC
9405 N.W. 41 STREETMIAMI, FL 33178
ALBERTO LLORENTE, RA, LEED-AP
10-29-2010 DESIGN DEVELOPMENT
P402