ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268...

14
FLOW AQUASTAT FOR CONTROL OF PUMP REDUCING TEE (OR TEST PLUG FOR INSERTION OF GAUGE) GAUGE COCK DIAL TYPE PRESSURE GAUGE (0-100 PSIG) CHECK VALVE GATE (OR BALL) VALVE FOR CONTINUATION AND SIZE, SEE FLOOR PLAN UNION IN-LINE CIRCULATING PUMP. SEE SCHEDULE DRAWING P001. 3 CIRCULATING PUMP DETAIL NTS 2" PUMP DISCHARGE ELEVATOR PIT 2" JUNCTION BOX OIL CONTROL SYSTEM GATE VALVE POWER IN SUBMERSIBLE SUMP PUMP HIGH LEVEL FLOAT PUMP ON FLOAT PIPE SUPPORT PIPE SUPPORT SEE FLOOR PLAN FOR CONT. UNION 2" PUMP DISCHARGE PIPE ELEVATOR SHAFT WALL ELEVATION PLAN 1 ELEVATOR SUMP PUMP DETAILS NTS 18 3 17 9 5 6 1 19 20 12 5 16 10 13 14 21 2 3 5 6 4 FULL SIZE BY-PASS W/ SHUT-OFF & 12 14 16 17 15 13 18 20 19 21 CHECK VALVE BUTTERFLY VALVE BUTTERFLY VALVE 11 9 10 8 7 PUMP MOTOR PRESSURE GAUGE GATE VALVE PRESSURE SWITCH BUTTERFLY VALVE HYDRO-PNEUMATIC TANK 6 5 4 3 MOTOR 2 1 CHECK VALVES (NORMALLY CLOSED) RELIEF VALVE NEEDLE VALVE CHECK VALVE BUTTERFLY VALVE PRESSURE SWITCH PRESSURE REDUCING VALVE PRESSURE REDUCING VALVE PRESSURE GAUGE RELIEF VALVE 2 BOOSTER PUMPS DETAIL OF TRIPLEX NTS 4 FLOOR MOUNTED ELECTRIC WATER HEATER NTS PLUMBING DETAILS SHEET # 4 CONSULTANTS: CSA Central 6100 Blue Lagoon Drive, Suite 300 Miami, FL 33126 Tel. : (305) 461-5484 Fax : (305) 461-5494 Web : www.csagroup.com THIS DOCUMENT REPRESENTS THE IDEAS AND EFFORTS OF CSA ARCHITECTS AND ENGINEERS. IT SHALL BE USED ONLY BY AUTHORIZED PERSONS AND SHALL NOT BE REPRODUCED OR EXHIBITED WITHOUT WRITTEN CONSENT OF CSA ARCHITECTS AND ENGINEERS. BRILL, RODRIGUEZ, SALAS 9360 S. W. 72ND STREET, SUITE 262 MIAMI, FLORIDA 33173-4448 PH: (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, 2010 CAD FILE NAME: PROJECT NUMBER: 10MA017C00 SHEET TITLE: Nov. 1, 10 10MA017C00_P403 3:28 PM PRINCIPAL CAD TECHNICIAN: PROFESSIONAL OF RECORD: DESIGN DEVELOPMENT REV. NO. DESCRIPTION DATE NEW H.D. STUDIOS "E" & "F" FOR: UNIVISION DISCIPLINE INFORMATION: PROJECT: PROFESSIONAL SEAL: DRAWING INFORMATION: ISSUE DESCRIPTION DATE 10-18-2010 SCHEMATIC DESIGN AR 0007721 REINALDO VERA ALFREDO RUIZ, RA, LEED-AP AR12031 ALBERTO LLORENTE AS EMPLOYEE OF CSA GROUP, LLC 9405 N.W. 41 STREET MIAMI, FL 33178 ALBERTO LLORENTE, RA, LEED-AP 10-29-2010 DESIGN DEVELOPMENT P403

Transcript of ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268...

Page 1: ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268 UNIVISION 11... · drawing p001. 3 circulating pump detail nts 2" pump ... system

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

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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

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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

Page 4: ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268 UNIVISION 11... · drawing p001. 3 circulating pump detail nts 2" pump ... system

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

Page 5: ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268 UNIVISION 11... · drawing p001. 3 circulating pump detail nts 2" pump ... system

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

Page 6: ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268 UNIVISION 11... · drawing p001. 3 circulating pump detail nts 2" pump ... system

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

Page 7: ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268 UNIVISION 11... · drawing p001. 3 circulating pump detail nts 2" pump ... system

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

Page 8: ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268 UNIVISION 11... · drawing p001. 3 circulating pump detail nts 2" pump ... system

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

Page 9: ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268 UNIVISION 11... · drawing p001. 3 circulating pump detail nts 2" pump ... system

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

Page 10: ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268 UNIVISION 11... · drawing p001. 3 circulating pump detail nts 2" pump ... system

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

Page 11: ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268 UNIVISION 11... · drawing p001. 3 circulating pump detail nts 2" pump ... system

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

Page 12: ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268 UNIVISION 11... · drawing p001. 3 circulating pump detail nts 2" pump ... system

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

Page 13: ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268 UNIVISION 11... · drawing p001. 3 circulating pump detail nts 2" pump ... system

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

Page 14: ELEVATION DETAIL OF TRIPLEX BOOSTER PUMPS …bryantelectricestimating.com/print_room2000_2010/#2268 UNIVISION 11... · drawing p001. 3 circulating pump detail nts 2" pump ... system

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