36C25018B0581-004.pdf

PDF 5 MB Posted May 21, 2018

Attached to: Add Domestic Water Pressure Booster Project: 757-19-203 Chalmers P. Wylie VAACC Columbus, Ohio 43219-1834
Solicitation number: 36C25018B0581
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

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36C25018B0581 Domestic Water Pump - Drawings (Revised 3-30-18).pdf

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System No. C-AJ-5091

SECTION A-A

1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m³) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 29 in. (737 mm).

See Concrete Blocks (CAZT) category in the Fire Resistance directory for names of manufacturers.

2. Metallic Sleeve — (Optional) — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces or extending a max of 3 in. (76 mm) above floor or beyond both surfaces of wall. If the steel sleeve extends beyond the top surface of the floor or both surfaces of the wall, the T Rating of the firestop system is 0 hr.

2A. Sheet Metal Sleeve — (Optional) - Max 6 in. (152 mm) diam, min 26 ga galv steel provided with a 26 ga galv steel square flange spot welded to the sleeve at approximately mid- height, or flush with bottom of sleeve in floors, and sized to be a min of 2 in. (51 mm) larger than the sleeve diam.

The sleeve is to be cast in place flush with bottom surface of floor and may extend a max of 1 in. (25 mm) above the top surface of the floor.

2B. Sheet Metal Sleeve — (Optional) - Max 12 in. (305 mm) diam, min 24 ga galv steel provided with a 24 ga galv steel square flange spot welded to the sleeve at approximately mid- height, or flush with bottom of sleeve in floors, and sized to be a min of 2 in. (51 mm) larger than the sleeve diam. The sleeve is to be cast in place flush with bottom surface of floor and may extend a max of 1 in. (25 mm) above the top surface of the floor.

3. Through Penetrants — One metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes or tubing may be used:

A. Steel Pipe — Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe.

C. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.

D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing.

4. Pipe Covering — Min 1/2 in. (13 mm) to max 2 in. (51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m³) glass fiber units jacketed on the outside with an all-service jacket. Longitudinal joints sealed with metal fasteners or factory-applied, self-sealing lap tape.

Transverse joints secured with metal fasteners or with butt tape supplied with the product. The annular space between the insulated pipe and the edge of the periphery of the opening shall be min 1/2 in. (13 mm) to max 12 in. (305 mm). When thickness of pipe covering is less than 2 in. (51 mm), the T Rating for the firestop system is 0 hr.

See Pipe Equipment Covering — Materials — (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used.

4A. Pipe Covering — (Not Shown) — As an alternate to Item 4, max 2 in. (51 mm) thick cylindrical calcium silicate (min 14 pcf or 224 kg/m³) units sized to the outside diam of the pipe or tube may be used. Pipe insulation secured with stainless steel bands or min 18 AWG stainless steel wire spaced max 12 in. (305 mm) OC. The annular space shall be min 1/2 in. (13 mm) to max 12 in. (305 mm).

5. Firestop System — The firestop system shall consist of the following:

A. Packing Material — Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m³) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material.

B. Fill, Void or Cavity Material* — Sealant — Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

ASS I F IED

Classified by Underwriters Laboratories, Inc.

to UL 1479 and CAN/ULC-S115

Hilti Firestop Systems

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

January 13, 2015

ANSI/UL1479 (ASTM E814) CAN/ULC S115

F Rating — 2 Hr F Rating — 2 Hr

T Ratings — 0 and 1 Hr (See Items 2 and 4)

FT Ratings — 0 and 1 Hr (See Items 2 and 4)

L Rating At Ambient — 4 CFM/sq ft FH Rating — 2 Hr

L Rating At 400 F — Less Than 1 CFM/sq ft

FTH Ratings — 0 and 1 Hr (See Items 2 and 4)

L Rating At Ambient —4 CFM/sq ft

L Rating At 400 F —Less Than 1 CFM/sq ft

System No. C-AJ-1421

SECTION A-A

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

January 28, 2015

ASS I F IED

Classified by Underwriters Laboratories, Inc.

to UL 1479 and CAN/ULC-S115

Hilti Firestop Systems

See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.

2. Metallic Sleeve — (Optional) Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces.

3. Through-Penetrant — One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between pipe, tube or conduit and periphery of opening shall be min 0 in. (point contact) to max 5-3/8 in. (137 mm). Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes or conduits may be used:

A. Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe.

C. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe.

D. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing.

E. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel conduit.

F. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT).

4. Firestop System — The firestop system shall consist of the following:

A. Packing Material — Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m³) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall to accommodate the required thickness of fill material.

B. Fill, Void or Cavity Material* - Sealant — Min 1/4 in. (6 mm) thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. For 3 Hr rated assemblies, a min 1/4 in. (6 mm) diam bead of fill material shall be applied at the concrete/pipe interface at the point contact location on the top surface of floor and on both surfaces of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-S SIL GG, CFS-S SIL SL, FS-ONE Sealant, FS-ONE MAX Intumescent Sealant or CP604 Self-Leveling Firestop Sealant. CP604 and CFS-S SIL SL shall be used in floor applications only.

When CP604, CFS-S SIL GG or CFS-S SIL SL (floors only) is used, F Rating is 2 Hr.

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

2 4B 1

4A3

ANSI/UL1479 (ASTM E814) CAN/ULC S115

F Ratings — 2 or 3 Hr F Ratings — 2 or 3 Hr

T Rating — 0 Hr FT Rating — 0 Hr

L Rating at Ambient — Less Than 1 CFM/sq ft FH Ratings — 2 or 3 Hr

L Rating at 400 F — Less Than 1 CFM/sq ft FTH Rating — 0 Hr

L Rating at Ambient — Less Than 1 CFM/sq ft

L Rating at 400 F — Less Than 1 CFM/sq ft

System No. W-L-5029

SECTION A-A

4 3

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

March 19, 2015Hilti Firestop Systems

ASS IF IED

Classified by Underwriters Laboratories, Inc.

to UL 1479 and CAN/ULC-S115

ANSI/UL1479 (ASTM E814) CAN/ULC S115

F Ratings — 1, 2 and 3 Hr (See Items 1, 3 and 4)

T Ratings — 0, 1/2, 1 and 1-1/4 Hr (See Item 3)

FT Ratings — 0, 1/2, 1 and 1-1/4 Hr (See Item 3)

L Rating At Ambient — 4 CFM/Sq Ft FH Ratings — 1, 2 and 3 Hr (See Items 1, 2 and 4)

L Rating At 400 F — Less Than 1 CFM/Sq Ft

FTH

Ratings — 0, 1/2, 1 and 1-1/4 Hr (See

Item 3)

L Rating At Ambient — 4 CFM/Sq Ft

L Rating At 400 F — Less Than 1 CFM/Sq Ft

1. Wall Assembly — The 1, 2 or 3 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in.

(51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide for 1 and 2 hr F and FH rating and 3-1/2 in.

(89 mm) wide for 3 hr F and FH rating and spaced max 24 in. (610 mm) OC.

B. Gypsum Board* — Min 5/8 in. (16 mm) thick with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 18-5/8 in. (473 mm).

The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.

2. Through Penetrants — One metallic pipe or tubing to be installed within the firestop system. Pipe or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used:

A. Steel Pipe — Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe.

C. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. When the hourly F or FH Rating of the firestop system is 3 hr, the nom diam of copper tube shall not exceed 4 in. (102 mm).

D. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. When the hourly F or FH Rating of the firestop system is 3 hr, the nom diam of copper pipe shall not exceed 4 in. (102 mm).

3. Pipe Covering* — Nom 1, 1-1/2 or 2 in. (25, 38 or 51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m³) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape.

Transverse joints secured with metal fasteners or with butt tape supplied with the product. For 1 and 2 hr F and FH Ratings, the annular space between insulated penetrant and periphery of opening shall be min 0 in. (point contact) to max 1-7/8 in. (48 mm). For 3 hr F and FH Ratings, the annular space shall be min 0 in. (point contact) to max 1-1/4 in. (32 mm).

See Pipe and Equipment Covering — Materials (BRGU) category in the Building Material Directory for the names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used.

The hourly T, FT, FTH Ratings of the firestop system are 1/2 hr for 1 hr rated walls and 1 hr for 2 hr rated walls. For 3 hr rated walls, the hourly T, FT and FTH Ratings when steel and iron pipes are used are 1 hr. For 3 hr rated walls, the hourly T, FT and FTH Ratings when copper penetrants are used are 1-1/4 hr for 2 in. (51 mm) thick pipe covering and 0 hr for pipe covering thickness less than 2 in. (51 mm).

3A. Pipe Covering* — (Not Shown) — As an alternate to Item 3, max 2 in. (51 mm) thick cylindrical calcium silicate (min 14 pcf) units sized to the outside diam of the pipe or tube may be used. Pipe insulation secured with stainless steel bands or min 18 AWG stainless steel wire spaced max 12 in. (305 mm) OC. When the alternate pipe covering is used, the T and FT Rating shall be as specified in item 3 above.

See Pipe and Equipment Covering — Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used.

4. Fill, Void or Cavity Material* — Sealant — For 1 and 2 hr F and FH Rating, min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. For 3 hr F and FH Rating, min 1 in. (25 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point contact location between pipe covering and gypsum board, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the pipe covering/gypsum board interface on both surfaces of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

PL001N.T.S.

FIRESTOP FOR METAL PIPE OR CONDUIT

PL001N.T.S.

FIRESTOP FOR METAL PIPE

PL001N.T.S.

FIRESTOP FOR METAL PIPE

System No. F-A-5017

SECTION A-A

F Rating ñ 2 Hr T Ratings ñ 3/4 and 1 Hr (See Item 3)

Nom Pipe Diam, in. (mm) Nom Pipe Covering Thickness, in. (mm) Firestop Device T Rating, Hr

1/2 (13) 1 (25)

CP 680-75/2.5"N, CP 682-75/2.5"

3/4

CP 680-M 2", CP 680-P 2"

1 (25) 1 (25) CP 680-M 3", CP 680-P 3" 3/4

1 (25) (See Item 5) 1-1/2 (38)

CP 682-110/4"

3/4

CP 680-M 4", CP 680-P 4"

2 (51) 1 (25)

CP 680-110/4"N, CP 682-110/4"

CP 680-M 4", CP 680-P 4"

2 (51) 2 (51)

CP 680-160/6"N

3/4

CP 680-P 6"

4 (102) 1 (25)

CP 680-160/6"N

3/4

CP 680-P 6"

ASS IF IED

Classified by Underwriters Laboratories, Inc.

to UL 1479 and CAN/ULC-S115

Hilti Firestop Systems

4. Pipe Covering* — Nom 1, 1-1/2 and 2 in. (25, 38 and 51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m3) glass fiber units, jacketed on the outside with an all service jacket.

Longitudinal joints sealed with metal fasteners or factory-applied SSL tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product.

See Pipe and Equipment Covering-Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used.

5. Packing Material — When using a 1 in. (25 mm) diam pipe with 1-1/2 in. (38 mm) thick glass fiber pipe insulation in a 4 in. (102 mm) device, a min 2 in. (51 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation shall be firmly packed into top of device, flush with the top of the device.

*Bearing the UL Classification Mark

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

December 14, 2006

1. Floor Assembly — Min 2-1/2 in. (38 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete.

1A. Floor Assembly - (Optional - Not Shown) — The fire rated unprotected concrete and steel floor assembly shall be constructed of the materials and in the manner specified in the individual D900 Series Designs in the Fire Resistance Directory and as summarized below:

A. Concrete — Min 2-1/2 in. (38 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete.

B. Steel Floor and Form Units* — Composite or non-composite max 3 in. (76 mm) deep galv steel fluted units as specified in the individual Floor-Ceiling Design.

2. Firestop Device* — Cast in place firestop device permanently embedded during concrete placement or grouted in concrete floor assembly in accordance with accompanying installation instructions with a max 2 in. (51 mm) projection above the top surface of the concrete.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI

INC — CP 680-75/2.5"N, CP 680-110/4"N, CP 680-160/6"N, CP 682-75/2.5", CP 682-110/4", CP 680-M 2", CP 680-M 3", CP 680-M 4", CP 680-P 2", CP 680-P 3", CP 680-P 4", CP 680-P 6"

3. Through Penetrants — One metallic pipe or tubing to be installed within the firestop device. Pipe or tubing to be rigidly supported on both sides of floor assembly. The following types of pipe or tubing may be used:

A. Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing.

C. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe.

The firestop device, metallic penetrant and pipe covering shall be sized as follows:

PL001N.T.S.

FIRESTOP FOR METAL PIPE

GENERAL PLUMBING SYMBOLS

LIMIT OF DEMOLITION

ANCHOR

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

AND EXISTING WORK

POINT OF CONNECTION BETWEEN NEW

PRESSURE GAGE

THERMOMETER W/WELL

STRAINER

FLOW ELEMENTFE

PIPE UP

PIPE DOWN

CO CLEAN OUT (FLOOR/ WALL)

HOSE BIB

PLUMBING VALVE SYMBOLS

BALL VALVE (PER SPECIFICATIONS)

VALVE WITH 3/4 " HOSE ADAPTER

CHECK VALVE

ANGLE GLOBE VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC FLOW CONTROL VALVE

PRESSURE RELIEF VALVE

VALVE (PER SPECIFICATIONS)

MANUAL AIR VENT

TEST PLUG (PRESSURE/TEMPERATURE)

GLOBE VALVE

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

AUTOMATIC AIR VENTAV

TRAP PRIMER VALVE/ DISTRIBUTION BOX

DRAWING SYMBOLS

PL105

26-P-3

DETAIL NUMBER

DRAWING SHEET NUMBER WHERE SHOWN

SECTION LETTER

TYPICAL UNIT NO.

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

PUMP NO.3 IN BUILDING NO.26

EQUIPMENT ABBREVIATION (PUMP)

DRAWING SHEET NUMBER WHERE DRAWN

FLOOR DRAIN

ROOF DRAIN

ABBREVIATIONS

A/E

AFF

ASRHAE

ASME

ASPE

ASSE

BFP

BSP

BTU

BTUH

CGA

COR

DCW

DHW

DHWR

DOE

DWG

DWV

EPA

GAL

GPM

HYD

INV

IPC

KWHR

LAV

LBS/HR

MAV

MBH

MER

NIC

NOM.

NTS

PDI

PPM

PRV

PSI

PSIA

PSIG

RPBP

SAN

SMACNA

TCV

TEMP

TMV

TYP

UPC

VTR

WHA

ARCHITECT/ ENGINEER

ABOVE FINISH FLOOR

AIR GAP

ACCESS PANEL

AMERICAN SOCIETY OF REFRIGERATION, HEATING, AIR CONDITIONING ENGINEERS

AMERICAN SOCIETY OF MECHANICAL ENGINEERS

AMERICAN SOCIETY OF PLUMBING ENGINEERS

BACKFLOW PREVENTER

BLACK STEEL PIPE

BRITISH THERMAL UNIT

CELSIUS

COMPRESSED GAS ASSOCIATION

CAST IRON

CONTRACTING OFFICER'S REPRESENTATIVE (VA)

CONTROL VALVE

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

DEPARTMENT OF ENERGY

DRAWING

DRAIN, WASTE, VENT

ELEVATION

ENVIRONMENTAL PROTECTION AGENCY

EXPANSION TANK

EXISTING

FAHRENHEIT

FLOOR DRAIN

FLOW METER

FIRE PROTECTION

FLOW SWITCH

GALLON

GALLONS PER MINUTE

HOSE BIBB

HUB DRAIN

HORSEPOWER

HAND SINK

HYDRANT

INVERT

INTERNATIONAL PLUMBING CODE

KILOWATT

KILOWATT-HOUR

LAVATORY

POUNDS PER HOUR

METER

MANUAL AIR VENT

1000 BTU

MECHANICAL EQUIPMENT ROOM

NORMALLY CLOSED

NOT IN CONTRACT

NORMALLY OPEN

NOMINAL

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

PLUMBING AND DRAINAGE INSTITUTE

PRESSURE GAUGE

PARTS PER MILLION

PRESSURE REDUCING VALVE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ATMOSPHERE

POUNDS PER SQUARE INCH GAUGE

REDUCED PRESSURE BACKFLOW PREVENTER

SANITARY

SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION

SQUARE FEET

STAINLESS STEEL

TEMPERATURE CONTROL VALVE

TEMPERATURE

THERMAL MIXING VALVE

TRAP PRIMER

TYPICAL

UNIFORM PLUMBING CODE

VENT

VENT STACK

VENT THROUGH ROOF

WASTE

WATER GAUGE

WATER HAMMER ARRESTER

WATER METER

PLAN NOTE

HWR

HPCW

HPHW

HPHWR

WATER LINE REMOVED

DOMESTIC COLD WATER, COLD WATER

DOMESTIC HOT WATER, HOT WATER

DOMESTIC HOT WATER RETURN, HOT WATER RETURN

HIGH PRESSURE COLD WATER

HIGH PRESSURE HOT WATER

HIGH PRESSURE HOT WATER RETURN

REMOTE SENSOR CABLING (18-2 TWISTED PAIR) AND

CONDUIT. PROVIDE JUNCTION BOXES (NOT SHOWN)

AS REQUIRED BY NFPA 70-2014

DATA CABLING IN CONDUIT

LINE TYPES

TEMPERATURE SENSOR W/WELL

BALANCING VALVE

8P/3/4"C

TYPICAL SENSOR WIRING RACEWAY

NUMBER PAIRS OF CABLING.

CONDUIT SIZE.

WORK DELETED BY ALTERNATE

INDICATES ALTERNATE NUMBER

H1 A

CONSTRUCTION PHASING GENERAL NOTES (TYPICAL ALL SHEETS):

A. THE FACILITY SHALL REMAIN IN FULL OPERATION DURING NORMAL BUSINESS HOURS AND WILL NOT HAVE ANY OUTAGES OR DISRUPTIONS

THAT WILL REDUCE, OR PREVENT, THE USE OF THE FACILITY FOR EMPLOYEES AND PATIENTS - IN PART OR WHOLE. (WEEKDAYS 7AM-5PM

AND WEEKENDS/HOLIDAYS 8AM-6PM)

B. NIGHT AND WEEKEND WORK SHALL BE THE STANDARD CONSTRUCTION WORKING TIMES FOR DEMOLITIONS AND INSTALLATIONS THAT IMPACT UTILITIES AND AREAS SERVING PATIENTS. REFER TO GENERAL NOTE H FOR WORKING TIME RESTRICTIONS.

C. SOME INSTALLATIONS MAY OCCUR DURING WEEK DAY TIMES DEPENDING ON LOCATION AND HAVING NO IMPACT TO THE FACILITY

SERVING PATIENTS. REFER TO GENERAL NOTE H FOR WORKING TIME RESTRICTIONS.

D. COORDINATION WITH THE COR FOR TIMES, LOCATIONS, OUTAGES, AND OTHER CONSTRUCTION SCHEDULING SHALL TAKE PLACE 14 DAYS

MINIMUM BEFORE ACTUAL WORK TAKES PLACE.

E. ALL CEILINGS ARE LAY-IN TILE CEILING EXCEPT WHERE NOTED OTHERWISE.

F. PROVIDE HILTI SYSTEMS FIRE-STOPPING ASSEMBLIES AT ALL PENETRATIONS OF RATED WALLS, FLOORS, CEILINGS, AND OTHER

STRUCTURES. SEE SPECIFICATIONS FOR MORE DETAILS.

G. PROVIDE CONCRETE PADS WITH 4X4XW2.9/W2.8 WWR (MIDDLE OF PAD HEIGHT), AND "PIN" NEW CONCRETE INTO EXISTING CONCRETE.

PROVIDE STRUCTURAL EPOXY BONDING AGENT (SIKADUR 32 BY SIKA CORP OR APPROVED EQUAL) BETWEEN EXISTING CONCRETE AND NEW CONCRETE. PAD SHALL EXTEND 4" BEYOND EQUIPMENT ON ALL SIDES. SEE DETAIL C/PL-501.

H. CONSTRUCTION WORKING TIME SCHEDULE (PER APPROVAL BY COR):

I. WEEKDAYS:

AFTER 5PM.

AFTER 8PM IF ISOLATING ENTIRE DCW SYSTEM.

WEEKENDS/HOLIDAYS:

AFTER 6PM FOR DCW ISOLATION.

ANYTIME IF WORKING ON FLOORS 2-4.

ANYTIME IF WORKING IN ENGINEERING SPACES ON FLOOR 1.

ALL WORK SHALL BE COMPLETED AND ALL SYSTEMS SHALL BE RETURNED TO NORMAL OPERATION NO LATER THAN 6AM. ALL WORK AREAS SHALL BE CLEANED AND FREE OF ALL DEBRIS, CONSTRUCTION MATERIALS AND EQUIPMENT.

FULLY SPRINKLERED

Collaborative Design, Ltd.

2727 Tuller Parkway, Suite 200 Dublin, Ohio 43017 Tel 614.798.1515 mmonks engineers

3073 North High Street Columbus, Ohio 43202 Phone (614) 267-4928

Fax (614) 267-5617 wemonks@wemonks.com

ABBREVIATIONS, SYMBOLS,

& GENERAL INFORMATION

TWM DR/JB

PL-001

SUGGESTED SEQUENCE OF CONSTRUCTION FOR NEW BOOSTER PUMP #DWP-1:

1. DAY 1: REVIEW SITE AND PREPARE LAYOUT OF PIPING; COORDINATE TEE AND VALVE INSERTS WITH NEW PIPING ARRANGEMENT FOR OUTAGE

INSTALLATIONS.

2. DCW SYSTEM OUTAGE (WEEKEND WORK FROM 6PM TO 6AM): COORDINATE AND SCHEDULE DCW OUTAGE WITH THE COR AND VAACC FACILITY PERSONNEL. PROVIDE ALL INSERTS (TEES, VALVES, ETC.) PER OUTAGE DRAWING IN ANTICIPATION OF FUTURE PIPING CONNECTIONS AND

DEMOLITION OF EXTRANEOUS PIPING.

3. NEW DWP-1 INSTALL: PREPARE EXISTING FLOORING AND POUR HOUSEKEEPING PAD FOR NEW DWP-1 AND EXPANSION TANK; PLACE NEW DWP-1

AND EXPANSION TANK ON PAD AND SECURE IN PLACE WITH PROPER VIBRATION ISOLATION.

4. NEW DWP-1 CONNECTIONS (AFTER DCW OUTAGE): MAKE PIPING CONNECTIONS TO NEW DWP-1 AND EXPANSION TANK. MAKE CONTROL AND MONITORING WIRING CONNECTIONS TO DHWP-1 PANEL AND EXTEND TO FACILITY CONTROLS PANEL; CONFIRM STATUS OF WIRING CONNECTIONS.

5. WATER ACTIVATION: WHEN ALL PIPING CONNECTIONS ARE IN PLACE, TESTED, SANITIZED, AND FLUSHED, ACTIVATE DCW FLOW THROUGH NEW DWP-1 IN PREPARATION FOR SETTING PUMP SYSTEM INTO OPERATION. NOTE: DO NOT ALLOW WATER IN NEW PUMP SYSTEM TO STAGNATE.

6. ELECTRICAL WORK: COORDINATE AND SCHEDULE ELECTRIC POWER OUTAGE FOR SWITCHING THE ELECTRIC POWER FEED FROM THE EXISTING DWP-1 TO THE NEW DWP-1 PUMP PACKAGE. PRE-FABRICATE AS MUCH CONDUIT, WIRING, ETC. AS POSSIBLE IN PREPARATION FOR ELECTRICAL

OUTAGE.

7. PRE-START-UP AND PFC CONFIRMATION: REVIEW ALL PRE-FUNCTIONAL CHECKLIST ITEMS (COMMISSIONING) AND PRE-START-UP PROCEDURES AND PROTOCOLS (MANUFACTURER'S) FOR THE NEW BOOSTER PUMP #DWP-1 WITH ALL REQUIRED TECHNICIANS, TRADESMAN, FACILITY PERSONNEL, ETC. FOR COMPLETENESS AND READINESS FOR START-UP AND ACTIVATION INTO THE SYSTEM.

8. ELECTRICAL OUTAGE - POWER CONNECTION AND START-UP (WEEKEND WORK FROM 6PM-6AM):

a. PERFORM SWITCH-OVER OF ELECTRICAL POWER FEED FROM EXISTING DWP-1 TO NEW DWP-1. MAKE ALL OTHER SWITCH-OVERS FROM

EXISTING DWP-1 TO NEW DWP-1, SUCH AS CONTROLS, PIPING FLOW, ETC.

b. PERFORM START-UP OF NEW EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS AND CONTRACT DOCUMENTS.

c. INITIATE INTO DCW SYSTEM: WHEN NEW EQUIPMENT PROVES TO BE FULLY FUNCTIONAL, ACTIVATE DCW INTO AND OUT OF NEW BOOSTER

PUMP SYSTEM FOR FULL OPERATION AND SERVICE TO THE BUILDING.

d. DE-ACTIVATE EXISTING DWP-1: AFTER NEW DWP-1 PROVES TO BE FULLY OPERATIONAL AND FUNCTIONAL, SHUT-OFF WATER VALVES, ETC.

SERVING THE OLD EXISTING DWP-1 IN PREPARATION OF DEMOLITION AND REMOVAL.

e. COMMISSIONING: FOLLOW WITH FPT DOCUMENTATION OF NEW EQUIPMENT AND DEVICES PER CONTRACT DOCUMENTS.

9. DEMOLITION AND REMOVAL: AFTER NEW BOOSTER PUMP PACKAGE HAS SUCCESSFULLY PERFORMED FOR A WEEK AND WITH THE COR'S

APPROVAL, BEGIN DEMOLITION AND REMOVAL OF THE ABANDONED PUMP PACKAGE - COMPLETE.

CONTRACTOR IS RESPONSIBLE FOR SEQUENCING CONSTRUCTION TO

COMPLETE ALL WORK TO MEET STATED DEADLINES WITH MINIMAL

DISRUPTION TO NORMAL BUILDING ACTIVITIES. THE SUGGESTED

SEQUENCE BELOW IS NOT ALL-INCLUSIVE AND IS INTENDED AS A GUIDE TO

ASSIST THE CONTRACTOR IN PLANNING THE WORK TO MEET THE PROJECT

MILESTONES.

AMERICAN SOCIETY OF SANITARY ENGINEERS

BRITISH THERMAL UNIT (PER) HOUR

GENERAL ELECTRICAL SYMBOLS

POWER CONDUIT RUN EXPOSED

CONDUIT CONCEALED IN CEILING OR WALL. ARROWS

INDICATE HOME RUN TO PANELBOARD. LETTERS AND

NUMBERS INDICATE PANELBOARD AND CIRCUIT NUMBER.

GROUND FAULT INTERRUPTER RECEPTICLE

CIRCUIT SETTER

PANELBOARD, TOP AT 72" (120/208V.,3Ø,4W)

PANELBOARD, (480/277V.,3Ø,4W)

DISINFECTION OF PIPING: ALL PIPE AND FITTINGS INSTALLED UNDER THIS

CONTRACT MUST BE SPRAY-CHLORINATED BEFORE INSTALLATION IN

ACCORDANCE WITH AWWA C651-05. SEE SPECIFICATION SECTION 22 11 00

"FACILITY WATER DISTRIBUTION", PARAGRAPH 3.3. REFERENCE THE PROJECT'S

ICRA FOR ADDITIONAL DISINFECTION AND TESTING REQUIREMENTS.

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

ADD DOMESTIC WATER PRESSURE BOOSTER

AutoCAD SHX Text 420 North James Rd. Columbus, Ohio 43219

AutoCAD SHX Text 12/18/2017

AutoCAD SHX Text 757-19-203

AutoCAD SHX Text

AutoCAD SHX Text a

AutoCAD SHX Text Tec

AutoCAD SHX Text Inc.

AutoCAD SHX Text Company

AutoCAD SHX Text 1A

AutoCAD SHX Text

FARID MEHR, PE CHIEF, ENGINEERING SERVICE

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text 050975

AutoCAD SHX Text

MILLER

AutoCAD SHX Text W.

AutoCAD SHX Text

TODD

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AutoCAD SHX Text O

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AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text

BID CONSTRUCTION SET - REVISED

AutoCAD SHX Text 1/11/18

AutoCAD SHX Text

BID CONSTRUCTION SET - REVISED

AutoCAD SHX Text 3/30/18

AutoCAD SHX Text

AD1

1A350

1A008 1A008

1A228

1A226

1A231

1A229

1A2271A224

1A218

1A222

1A225

1A223

1A210

1A214

1A221

1A219

1A217 1A2151A213

1A212

1A230

CL-03

CL-02

CL-01

CL-04

CL-05

C1E2

C1DEA

C1E2

HWHWR

HPCW

H W

C W

H W

HWR

D H

H W

R H

H W

HWR

H W

R H

W C

H W

C W

1P/1/2"C

5P/3/4"C

2P/1/2"C

7P/3/4"C

4P/3/4"C

FULLY SPRINKLERED

Collaborative Design, Ltd.

2727 Tuller Parkway, Suite 200 Dublin, Ohio 43017 Tel 614.798.1515 mmonks engineers

3073 North High Street Columbus, Ohio 43202 Phone (614) 267-4928

Fax (614) 267-5617 wemonks@wemonks.com

7.37.3

T.2

4.3

4.9

6.2

9.2

3/32"=1'-0"

FIRST FLOOR PLUMBING PLAN - WEST

NORTH

FIRST FLOOR PLUMBING

PLAN - WEST

TWM DR/JB

PL-111

PLAN NOTES:

COORDINATE LOCATIONS WITH EXISTING CONDITIONS

AND COR.

PROVIDE CHLORINE ANALYZER ASSEMBLIES FOR DHW

(120ºF) AND DHWR SYSTEMS. PLACE ASSEMBLIES BACK

TO BACK ON SAME SUPPORTS. COORDINATE EXACT

LOCATION WITH COR. SEE DETAIL B/PL-503 FOR MORE

INFORMATION.

ADD EXTENDERS, DEVICES, ETC. TO EXISTING WATER

MONITORING ASSEMBLY TO ACCOMODATE NEW

CHLORINE ANALYZERS' WIRE TERMINATIONS. MAKE ALL

FINAL CONNECTIONS. SEE DETAIL C/PL-503 FOR MORE

INFORMATION.

SEE DETAILS ON SHEET PL-501 FOR MORE INFORMATION

FOR THE NEW BOOSTER PUMP #DWP-1 REPLACEMENT

WORK, NEW CHLORINE ANALYZERS, HYPERCHLORINATION

INJECTION POINTS, AND DEMOLITION OF EXISTING DWP-1.

LOCATION FOR NEW BOOSTER PUMP #DWP-1 AND

EXPANSION TANK. COORDINATE WITH COR.

EXISTING DWP-1 AND EXPANSION TANK.

EXISTING WATER METER, BYPASS AND RPBP.

EXISTING DOMESTIC WATER HEATERS.

PROVIDE 1/2" SAMPLING LINES TO CHLORINE ANALYZERS

FROM EXISTING DHW SUPPLY (120ºF) AND DHWR PIPING

SYSTEMS.

SEE SHEET PL-112 FOR CONTINUATION.

PROVIDE NEW 20A, 120V CIRCUIT, (2) #12 & (1) #12 GRD IN

3/4"C FROM 'SPARE' BREAKER #9 IN EXISTING PANEL C1E2

TO NEW CHLORINE ANALYZERS.

PROVIDE REMOTE SENSOR WIRING CONDUIT FROM

FOURTH, THIRD AND SECOND FLOORS. SEE SHEET PL-141

FOR CONTINUATION IN ROOM 4A011, AND SHEET PL-121

FOR CONTINUATION IN ROOM 2A017.

(1) #18 TWISTED PAIR SHIELDED WIRE IN 1/2"C FROM

CHLORINE ANALYZER IN ROOM 1B103A TO WATER

QUALITY MONITOR IN ROOM 1A350.

(4) #18 TWISTED PAIR SHIELDED WIRE IN 3/4"C FROM

CHLORINE ANALYZERS IN ROOMS 3B001 AND 4A011 TO

WATER QUALITY MONITOR IN ROOM 1A350.

(5) #18 TWISTED PAIR SHIELDED WIRE IN 3/4"C FROM

CHLORINE ANALYZERS IN ROOMS 1B103A, 3B001, AND

4A001 TO WATER QUALITY MONITOR IN ROOM 1A350.

(2) #18 TWISTED PAIR SHIELDED WIRE IN 3/4"C FROM

CHLORINE ANALYZERS IN ROOM 1A350 TO WATER

QUALITY MONITOR IN ROOM 1A350.

(7) #18 TWISTED PAIR SHIELDED WIRE IN 3/4"C FROM

CHLORINE ANALYZERS IN ROOMS 1A350, 1B103A, 3B001,

AND 4A001 TO WATER QUALITY MONITOR IN ROOM 1A350.

PROVIDE NEW 20A, 120V GFCI DUPLEX RECEPTACLE AND

WIRE COMPLETE. RECEPTACLE TO BE DEDICATED FOR

EXPANSION TANK SOLENOID VALVE.

GENERAL NOTES:

a. COORDINATE STAGING AREAS WITH THE COR.

b. PROVIDE BRANCH ISOLATION VALVE ON PIPING THAT IS LACKING

BRANCH VALVE DURING MAJOR OUTAGES OF MULTIPLE BRANCHES.

c. COORDINATE ALL WORK WITH AND COMPLY WITH INFECTIOUS DISEASE

PREVENTION REQUIREMENTS AS STATED IN SPECIFICATION #01 35 26.

d. PIPE SIZING IS FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL

FIELD VERIFY EXACT PIPING SIZING AND CONFIGURATIONS, AND WILL

NOTIFY THE COR OF ANY DISCREPANCIES BEFORE CONTINUING WITH

THE WORK.

e. CONDUIT ROUTING IS APPROXIMATE AND MUST BE COORDINATED WITH

EXISTING CONDITIONS. MAKE ADJUSTMENTS TO LOCATIONS AS

REQUIRED FOR PROPER ACCESS TO NEW JUNCTION BOXES AND TO ANY

EXISTING ITEMS REQUIRING ACCESS.

f. CONTRACTOR SHALL REMOVE EXISTING LAY-IN CEILING TILES WHERE

REQUIRED TO GAIN ACCESS FOR DEMOLITION AND NEW WORK.

PROTECT TILES AND RE-INSTALL AT END OF WORK DAY. REPLACE ANY

TILES DAMAGED DURING CONSTRUCTION.

g. SEE ENLARGED FLOOR PLAN E/1A-PL-501 FOR MORE DETAILS.

KEY PLAN

PLAN

NORTH

HYPERCHLORINATION EQUIPMENT NOTES:

PROVIDE HYPERCHLORINATION INJECTION SPOOL PIECE

PER DETAIL A1/PL-501 IN EXISITING 6" DCW MAIN SERVICE

PIPING.

PROVIDE HYPERCHLORINATION INJECTION SPOOL PIECE

PER DETAIL A1/PL-501 IN EXISITING 1-1/2" DHW PIPING.

PROVIDE HYPERCHLORINATION INJECTION SPOOL PIECE

PER DETAIL A1/PL-501 IN EXISITING 2-1/2" DCW PIPING.

PROVIDE HYPERCHLORINATION INJECTION SPOOL PIECE

PER DETAIL A1/PL-501 IN EXISITING 2" DHW PIPING.

PROVIDE HYPERCHLORINATION INJECTION SPOOL PIECE

PER DETAIL A1/PL-501 IN EXISITING 2-1/2" DCW PIPING.

CL-01

CL-02

CL-03

CL-04

CL-05

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

ADD DOMESTIC WATER PRESSURE BOOSTER

AutoCAD SHX Text 420 North James Rd. Columbus, Ohio 43219

AutoCAD SHX Text 12/18/2017

AutoCAD SHX Text 757-19-203

AutoCAD SHX Text

AutoCAD SHX Text a

AutoCAD SHX Text Tec

AutoCAD SHX Text Inc.

AutoCAD SHX Text Company

AutoCAD SHX Text 1A

AutoCAD SHX Text

FARID MEHR, PE CHIEF, ENGINEERING SERVICE

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text 050975

AutoCAD SHX Text

MILLER

AutoCAD SHX Text W.

AutoCAD SHX Text

TODD

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text T

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AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text

BID CONSTRUCTION SET - REVISED

AutoCAD SHX Text 1/11/18

AutoCAD SHX Text

BID CONSTRUCTION SET - REVISED

3/30/18

1B100B

1B101

1B100 1B011

1B090

1B092 1B094

1B039

1B072

1B072A

1B076

1B075

1B074

1B096 1B097

1B095

1B093

1B091

1B098

1B100A

1B111

1B116

1B115

1B117

1B118

1B119

1B107

1B105

1B012

1B113

1B0091B005

1B250A1B250B1B250C

1B252

1B250D

1B251A

1B006

1B264

1B253

1B265 1B251B1B250E

1B262

1B254

1B258 1B259

1B250J1B250I

1B250H

1B277

1B276

1B253 1B261

1B251C

1'- 4"

HWHWR

C W

H W

HWR

H W

R H

W C

HWR

CW HWCW

HWR

C W

H W

R H

W C

HWR

C W

H W

F1E1

1P/1/2"C

21B103A

FULLY SPRINKLERED

Collaborative Design, Ltd.

2727 Tuller Parkway, Suite 200 Dublin, Ohio 43017 Tel 614.798.1515 mmonks engineers

3073 North High Street Columbus, Ohio 43202 Phone (614) 267-4928

Fax (614) 267-5617 wemonks@wemonks.com

3/32"=1'-0"

FIRST FLOOR PLUMBING PLAN - EAST

NORTH

7.37.3

4.9

6.2

3.83.8

PLAN NOTES:

PROVIDE CHLORINE ANALYZER ASSEMBLY FOR DCW

SYSTEM. MOUNT ON THE WEST WALL. SEE DETAIL

B/PL-503 FOR MORE INFORMATION.

PROVIDE 1/2" SAMPLING LINE TO CHLORINE ANALYZER

FROM EXISTING DCW SERVING MIXING VALVE (EAST

WALL).

SEE SHEET PL-111 FOR CONTINUATION.

PROVIDE NEW 20A, 120V CIRCUIT, (2) #12 & (1) #12 GRD IN

3/4"C FROM EXISTING PANEL F1E1 IN ROOM 1B608 TO NEW

CHLORINE ANALYZER. SEE SHEET PL-113 FOR PANEL

LOCATION.

(1) #18 TWISTED PAIR SHIELDED WIRE IN 1/2"C FROM

CHLORINE ANALYZER IN ROOM 1B103A TO WATER

QUALITY MONITOR IN ROOM 1A350. SEE SHEET PL-111.

GENERAL NOTES:

a. COORDINATE STAGING AREAS WITH THE COR.

b. PROVIDE BRANCH ISOLATION VALVE ON PIPING THAT IS LACKING BRANCH

VALVE DURING MAJOR OUTAGES OF MULTIPLE BRANCHES.

c. COORDINATE ALL WORK WITH AND COMPLY WITH INFECTIOUS DISEASE

PREVENTION REQUIREMENTS AS STATED IN SPECIFICATION #01 35 26.

d. PIPE SIZING IS FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL FIELD

VERIFY EXACT PIPING SIZING AND CONFIGURATIONS, AND WILL NOTIFY THE

COR OF ANY DISCREPANCIES BEFORE CONTINUING WITH THE WORK.

e. CONDUIT ROUTING IS APPROXIMATE AND MUST BE COORDINATED WITH

EXISTING CONDITIONS. MAKE ADJUSTMENTS TO LOCATIONS AS REQUIRED

FOR PROPER ACCESS TO NEW JUNCTION BOXES AND TO ANY EXISTING ITEMS

REQUIRING ACCESS.

f. CONTRACTOR SHALL REMOVE EXISTING LAY-IN CEILING TILES WHERE

REQUIRED TO GAIN ACCESS FOR DEMOLITION AND NEW WORK. PROTECT

TILES AND RE-INSTALL AT END OF WORK DAY. REPLACE ANY TILES DAMAGED

DURING CONSTRUCTION.

g. WORKERS SHALL BE SCREENED BEFORE ACCESSING ROOM 1B098 AND THE

MRI AREA. COORDINATE WITH THE COR.

h. WORKERS SHALL COORDINATE WITH THE COR FOR ACCESSING THE

PHARMACY AREA.

FIRST FLOOR PLUMBING

PLAN - EAST

TWM DR/JB

PL-112

KEY PLAN

PLAN

NORTH

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

ADD DOMESTIC WATER PRESSURE BOOSTER

AutoCAD SHX Text 420 North James Rd. Columbus, Ohio 43219

AutoCAD SHX Text 12/18/2017

AutoCAD SHX Text 757-19-203

AutoCAD SHX Text

AutoCAD SHX Text a

AutoCAD SHX Text Tec

AutoCAD SHX Text Inc.

AutoCAD SHX Text Company

AutoCAD SHX Text 1A

AutoCAD SHX Text

FARID MEHR, PE CHIEF, ENGINEERING SERVICE

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text 050975

AutoCAD SHX Text

MILLER

AutoCAD SHX Text W.

AutoCAD SHX Text

TODD

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text

BID CONSTRUCTION SET - REVISED

AutoCAD SHX Text 1/11/18

AutoCAD SHX Text

BID CONSTRUCTION SET - REVISED

1B100B

1B101

1B100 1B011

1B090

1B092 1B094

1B039

1B072

1B072A

1B076

1B075

1B074

1B096 1B097

1B095

1B093

1B091

1B098

1B100A

1B012

3.8

HWR

CW HWCW

HWR

C W

F1E1

F1E1 1B608

1P/1/2"C

21B103A

1B631 1B632 1B633 1B634

1B624

1B622

1B620

1B618

1B616

1B614

1B612

1B603 1B604

1B605

1B641 1B640

1B625

1B626

1B609

1B621

1B617

1B613 1B610

1B602-11B600

1B635

1B636

FULLY SPRINKLERED

Collaborative Design, Ltd.

2727 Tuller Parkway, Suite 200 Dublin, Ohio 43017 Tel 614.798.1515 mmonks engineers

3073 North High Street Columbus, Ohio 43202 Phone (614) 267-4928

Fax (614) 267-5617 wemonks@wemonks.com

3/32"=1'-0"

FIRST FLOOR PLUMBING PLAN - EAST ADDITION

NORTH

FIRST FLOOR PLUMBING

PLAN - EAST ADDITION

TWM DR/JB

PL-113

KEY PLAN

PLAN

NORTH

A.3

0.1

0.5

0.8

A.5

0.2

A.1 A.2 A.8

A.8

A.2

A.1

0.1

0.8

0.5

0.2

GENERAL NOTES:

a. COORDINATE STAGING AREAS WITH THE COR.

b. PROVIDE BRANCH ISOLATION VALVE ON PIPING THAT IS LACKING BRANCH

VALVE DURING MAJOR OUTAGES OF MULTIPLE BRANCHES.

c. COORDINATE ALL WORK WITH AND COMPLY WITH INFECTIOUS DISEASE

PREVENTION REQUIREMENTS AS STATED IN SPECIFICATION #01 35 26.

d. PIPE SIZING IS FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL FIELD

VERIFY EXACT PIPING SIZING AND CONFIGURATIONS, AND WILL NOTIFY THE

COR OF ANY DISCREPANCIES BEFORE CONTINUING WITH THE WORK.

e. CONDUIT ROUTING IS APPROXIMATE AND MUST BE COORDINATED WITH

EXISTING CONDITIONS. MAKE ADJUSTMENTS TO LOCATIONS AS REQUIRED

FOR PROPER ACCESS TO NEW JUNCTION BOXES AND TO ANY EXISTING ITEMS

REQUIRING ACCESS.

f. CONTRACTOR SHALL REMOVE EXISTING LAY-IN CEILING TILES WHERE

REQUIRED TO GAIN ACCESS FOR DEMOLITION AND NEW WORK. PROTECT

TILES AND RE-INSTALL AT END OF WORK DAY. REPLACE ANY TILES DAMAGED

DURING CONSTRUCTION.

g. WORKERS SHALL BE SCREENED BEFORE ACCESSING ROOM 1B098 AND THE

MRI AREA. COORDINATE WITH THE COR.

h. WORKERS SHALL COORDINATE WITH THE COR FOR ACCESSING THE

PHARMACY AREA.

PLAN NOTES:

EXISTING PANEL F1E1 TO FEED NEW CHLORINE

ANALYZER IN ROOM 1B103A FROM EXISTING 20A 'SPARE'

BREAKER #5. SEE SHEET PL-112.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Checked

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CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text D

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ADD DOMESTIC WATER PRESSURE BOOSTER

AutoCAD SHX Text 420 North James Rd. Columbus, Ohio 43219

AutoCAD SHX Text 12/18/2017

AutoCAD SHX Text 757-19-203

AutoCAD SHX Text

AutoCAD SHX Text a

AutoCAD SHX Text Tec

AutoCAD SHX Text Inc.

AutoCAD SHX Text Company

AutoCAD SHX Text 1A

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FARID MEHR, PE CHIEF, ENGINEERING SERVICE

AutoCAD SHX Text E

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AutoCAD SHX Text 050975

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MILLER

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TODD

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AutoCAD SHX Text O

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AutoCAD SHX Text T

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BID CONSTRUCTION SET - REVISED

AutoCAD SHX Text 1/11/18

AutoCAD SHX Text

BID CONSTRUCTION SET - REVISED

2A321 2A450A 2A451 2A451B

2A451A

2A450

2A454

2A428

2A4262A415

2A417

2A452

2A419

2A418

2A416

2A414 2A344

2A343

2A336

2A446

2A463A2A463

2A460

2A464

2A447

2A437

2A435

2A433

2A431 2A441

2A440 2A442

2A443

2A444

2A445 2A430

2A519 2A510

2A007

2A500

2A501

2A501B 2A504

2A009

2A008

2A011 2A013

2A432

2A406

2A502

2A001

2A002

2A031

2A033

2A040

2A034 2A032

2A039

2A044 2A036

2A420

2A456

2A457 2A459

2A462

2A438 2A427

2A4362A425

2A413 2A424

2A422 2A411

2A412

2A414A

2A302

2A309

2A300 2A400

2A404

2A003

2A0352A0372A050 2A050

2A051

2A052

2A401

2A402

HPHWR HPHWR

W R

W H

2" ø

W R

W H

HPHWR

W H

HPHWR

W R

W H

HPHWR

W R

HPHWR

W H

W R

2A521 2A560

2A559

2A550 2A561

2A562

2A517

2A515

2A516

2A319

2A317

2A315

2A313

2A311

2A310A

2S001

2A006

2A309

2A310

2A323 2A325

2A327 2A338A 2A338

2A324 2A318

2A316

2A318A

2A333

2A341

2A330

2A340

2A342 2A334

2A304 2A332

2A306

2A3312A314

2A312 2A308

2A307 2A305

2A004

2A303

2A301

2A092 2A090

2A091

2A092

2A083 2A093

2A062

2A038

2A040

2A558

2A557

2A556

2A550

2A555

2A509

2A554 2A553

2A550

2A552 2A551

2A514

2A512

2A503 2A509

2A501A

2A014

2A018

2S002

2A012

2A015

2A016

2A019

2A020

2A511

2A513

HPHW

HPCW

2A423

2A421

2A434

2A010

2A017

CL-07

CL-06

3P/1/2"C 3

FULLY SPRINKLERED

Collaborative Design, Ltd.

2727 Tuller Parkway, Suite 200 Dublin, Ohio 43017 Tel 614.798.1515 mmonks engineers

3073 North High Street Columbus, Ohio 43202 Phone (614) 267-4928

Fax (614) 267-5617 wemonks@wemonks.com

7.37.3

T.2

6.2

9.2

KEY PLAN

PLAN

NORTH

SECOND FLOOR PLUMBING

PLAN - NORTHWEST

TWM DR/JB

PL-121

3/32"=1'-0"

SECOND FLOOR PLUMBING PLAN - NORTHWEST

NORTH

PLAN NOTES:

PROVIDE REMOTE SENSOR WIRING CONDUIT FROM

FOURTH, THIRD AND SECOND FLOORS DOWN THROUGH

FLOOR SLEEVE. CONDUIT EXTENDED INTO ROOM 1A015

BELOW. SEE SHEET PL-131 FOR CONTINUATION ABOVE

AND SEE SHEET PL-111 FOR CONTINUATION BELOW.

HYPERCHLORINATION SPOOL PC MANIFOLD: PROVIDE

OFFSET PER DETAIL D/PL-503 PLACE SPOOL PC. IN BEST

ACCESSIBLE LOCATION ABOVE CEILING AND ROUTE BACK

TO 2" DCW PIPING.

(3) #18 TWISTED PAIR SHIELDED WIRE FROM CHLORINE

ANALYZERS IN ROOM 3B001 TO WATER QUALITY MONITOR

IN ROOM 1A350. SEE SHEET PL-111.

SEE SHEET PL-123 FOR CONTINUATION.

GENERAL NOTES:

a. COORDINATE STAGING AREAS WITH THE COR.

b. PROVIDE BRANCH ISOLATION VALVE ON PIPING THAT IS LACKING

BRANCH VALVE DURING MAJOR OUTAGES OF MULTIPLE

BRANCHES.

c. COORDINATE ALL WORK WITH AND COMPLY WITH INFECTIOUS

DISEASE PREVENTION REQUIREMENTS AS STATED IN

SPECIFICATION #01 35 26.

d. PIPE SIZING IS FOR BIDDING PURPOSES ONLY. CONTRACTOR

SHALL FIELD VERIFY EXACT PIPING SIZING AND CONFIGURATIONS,

AND WILL NOTIFY THE COR OF ANY DISCREPANCIES BEFORE

CONTINUING WITH THE WORK.

e. CONDUIT ROUTING IS APPROXIMATE AND MUST BE COORDINATED

WITH EXISTING CONDITIONS. MAKE ADJUSTMENTS TO LOCATIONS

AS REQUIRED FOR PROPER ACCESS TO NEW JUNCTION BOXES

AND TO ANY EXISTING ITEMS REQUIRING ACCESS.

f. CONTRACTOR SHALL REMOVE EXISTING LAY-IN CEILING TILES

WHERE REQUIRED TO GAIN ACCESS FOR DEMOLITION AND NEW

WORK. PROTECT TILES AND RE-INSTALL AT END OF WORK DAY.

REPLACE ANY TILES DAMAGED DURING CONSTRUCTION.

HYPERCHLROINATION EQUIPMENT NOTES:

PROVIDE HYPERCHLORINATION INJECTION SPOOL PIECE

PER DETAIL A/PL-501 IN EXISITING 2" DCW PIPING.

PROVIDE HYPERCHLORINATION INJECTION SPOOL PIECE

PER DETAIL A/PL-501 IN EXISITING 2" DCW PIPING.

CL-06

CL-07

AutoCAD SHX Text Drawing Title

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AutoCAD SHX Text Drawn

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CONSULTANTS:

Auto…

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