20220214_LAFAYETTE PLBG_CDs.pdf

PDF 2 MB Posted Oct 16, 2024

Attached to: CHI memorial renovations
Solicitation number: PE-66717-NONST-2025-000000007
Issued by: Wilcox County, Georgia

About this file

Written by GovTribe AI · Oct 21, 2024

This document contains the construction drawings and specifications for a partial upgrade to Building One at the Lafayette Medical Office Park in Lafayette, Georgia. The project involves demolition and replacement of the building's plumbing systems, including soil, waste, and vent piping, domestic water piping, and natural gas piping. Key details include new plumbing fixtures, valves, and connections to the existing building systems. The drawings are dated February 11, 2022 and were prepared by Artech Engineering. No specific bid due date or award information is provided.

The plumbing specifications outline the required materials, installation methods, and testing procedures for the new systems. The contractor is required to coordinate with the owner, obtain necessary permits, and ensure compliance with all applicable codes and regulations. Pricing terms, set-asides, funding sources, and other commercial details are not included in the provided documentation.

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Other files

File	Type	Posted
20220214_LAFAYETTE HVAC_ CDs.pdf	PDF	Oct 16, 2024
E1_2.pdf	PDF	Oct 16, 2024
E1_3.pdf	PDF	Oct 16, 2024
LaFayette Projects RFQ (RLR Edit).docx	DOCX document	Oct 16, 2024
ARCHITECTURAL.pdf	PDF	Oct 16, 2024
One Medical Office Park _ Partial Upgrade Bui.pdf	PDF	Oct 16, 2024
E1_1.pdf	PDF	Oct 16, 2024
E2_1.pdf	PDF	Oct 16, 2024
E2_0.pdf	PDF	Oct 16, 2024
bee well clinic (RLR edit).docx	DOCX document	Oct 16, 2024

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C O

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JOB NO. D'WN CK'D

ISSUE DATES

INITIAL ISSUE

Wd-30 KDY JLR

L U

A D

E B

G O

N E

E M

A L

H W

A Y

E G

02/11/22

J E

FREY L . RAYBU

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02/11/22

P0.1

COVER SHEET

P0.1 PLUMBING COVER SHEET

P1.1 PLUMBING SOIL, WASTE & VENT DEMOLITION PLAN

P1.2 PLUMBING DOMESTIC WATER DEMOLITION PLAN

P1.3 PLUMBING NATURAL GAS DEMOLITION PLAN

P2.1 PLUMBING SOIL, WASTE & VENT NEW WORK PLAN

P2.2 PLUMBING DOMESTIC WATER NEW WORK PLAN

P2.3 PLUMBING NATURAL GAS NEW WORK PLAN

P3.1 PLUMBING SCHEDULES & SPECIFICATIONS

P3.2 PLUMBING DETAILS

A/C AIR CONDITIONING

ACU AIR CONDITIONING UNIT

ADA AMERICANS WITH DISABILITIES ACT

AF AIRFOIL

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ARCH ARCHITECTURAL

BFF BELOW FINISHED FLOOR

BLDG BUILDING

BTU BRITISH THERMAL UNITS

BTH BRITISH THERMAL UNITS PER HOUR

CD CONDENSATE DRAIN

CO CLEANOUTS

CONT'D CONTINUED

CW DOMESTIC COLD WATER

DN DOWN

DWG DRAWING

ECO EXTERIOR CLEANOUT

ELEC ELECTRIC, ELECTRICAL

EFF EFFICIENCY

ELEV ELEVATION

ESP EXTERNAL STATIC PRESSURE

°F DEGREES FAHRENHEIT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FLA FULL LOAD AMPS

FT FOOT, FEET

FS FLOOR SINK

G GAS

GAL GALLON, GALLONS

GI GREASE INTERCEPTOR

GM GAS METER

GPM GALLONS PER MINUTE

GW GREASE WASTE

HB HOSE BIB

HP HORSEPOWER

HW DOMESTIC HOT WATER

HWR DOMESTIC HOT WATER RECIRC.

HZ HERTZ (CYCLES PER SECOND)

IN INCH, INCHES

IN WG INCHES OF WATER GAUGE

INV INVERT ELEVATION

KW KILOWATTS

LAV LAVATORY

LBS POUNDS

LRA LOAD RATED AMPS

LWT LEAVING WATER TEMPERATURE

MAX MAXIMUM

MBH THOUSAND BRITISH THERMAL UNITS PER HOUR

MCA MINIMUM CIRCUIT AMPACITY

MIN MINIMUM

MS MOP SINK

OED OPEN ENDED DUCT

OSD OPEN SITE DRAIN

PD PRESSURE DROP

PH PHASE

PROP PROPELLER

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE IN

RD ROOF DRAIN

RL RAIN LEADER

RLA RATED LOAD AMPS

RPM REVOLUTIONS PER MINUTE

SAN SANITARY

SH SHOWER

SK SINK

SL SOUND LINING

SP STATIC PRESSURE

SQ.FT, SF SQUARE FOOT, FEET

SS SANITARY SEWER

TEMP TEMPERATURE

TP TRAP PRIMER

TUB BATHTUB

TYP TYPICAL

UR URINAL

V VENT

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VSD VARIABLE SPEED DRIVE

VTR VENT THROUGH ROOF

W/ WITH

WC WATER CLOSET

WG WATER GAUGE

WH WATER HEATER

WHA WATER HAMMER ARRESTOR

WMS WIRE MESH SCREEN

WYE STRAINER WITH DRAIN VALVE AND CAP

MANUAL AIR VENT

PRESSURE/TEMPERATURE TEST PORT

THERMOMETER

WATER PRESSURE GAUGE WITH COCK

PUMP

CONCENTRIC PIPE REDUCER/INCREASER

UNION

FLOOR DRAIN

SHUT-OFF VALVE

COMBINATION BALANCING AND SHUT-OFF VALVE

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

PRESSURE REDUCING VALVE

GAS COCK

PIPE CONTINUATION

PIPING EQUIPMENT

GENERAL LINETYPES

DEMOLITION

EXISTING

NEW WORK

DESCRIPTIONSYMBOL

PRESSURE RELIEF VALVE

PLUMBING SYSTEMS LEGEND

SANITARY SEWER

SANITARY VENT

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RECIRC

BACKFLOW PREVENTER

WATER HAMMER ARRESTOR

GAS METER

WATERTIGHT SLEEVE

FREEZE PROOF HOSE BIBB WITH SOV INLINE

AUTOMATIC TRAP PRIMERTP

CIRCUIT SETTER

MIXING VALVE

VENT THROUGH ROOF

WASTE & TRAP

ABBREVIATIONS GENERAL SYMBOLS

A. THE CONTRACTOR SHALL COMPLY WITH ALL THE LAWS,

ORDINANCES, RULES AND REGULATIONS OF ALL LOCAL AND

STATE GOVERNMENTAL AUTHORITIES, THE RULES OF THE

NATIONAL FIRE PROTECTION ASSOCIATION AS INTERPRETED BY

THE ENFORCING AUTHORITY HAVING JURISDICTION AND OF THE

PUBLIC UTILITIES HAVING CONNECTION WITH ANY OF THE

SYSTEMS HEREIN SPECIFIED.

B. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS

AND INSPECTIONS REQUIRED BY ANY OF THE FOREGOING

AUTHORITIES, AND PAY FOR ALL OTHER COSTS IN CONNECTION

WITH THE WORK. ALL CERTIFICATES SHALL BE IN DUPLICATE

AND SHALL BE DELIVERED TO THE OWNER.

C. THE SITE, LOCATION AND ROUTING OF SYSTEMS INDICATED TO

HAVE NEW CONNECTIONS MADE TO THEM ARE SHOWN AS

ACCURATELY AS FIELD CONDITIONS WOULD PERMIT.

CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY

EXAMINE THE CONTRACT DRAWINGS. ALL EXISTING

CONDITIONS SHALL BE EXAMINED AND THEIR EXACT LOCATIONS

VERIFIED. THE CONTRACTOR SHALL REPORT TO THE ENGINEER

ANY CONDITIONS WHICH MIGHT MAKE INSTALLATION OF

REQUIRED EQUIPMENT A PROBLEM. NO CONSIDERATION OR

ALLOWANCE WILL BE GRANTED FOR FAILURE TO INVESTIGATE

CONDITIONS OR MISUNDERSTANDINGS OF THE CONTRACTUAL

REQUIREMENTS.

D. THE CONTRACTOR SHALL INSTALL AND CONNECT ALL

EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE BEST

ENGINEERING PRACTICE AND, UNLESS OTHERWISE SHOWN OR

SPECIFIED, FOLLOW THE MANUFACTURER'S PRINTED

INSTALLATION REQUIREMENTS AND RECOMMENDATIONS AND

FURNISH AND INSTALL ALL REQUIRED AUXILIARY ITEMS

COMPLETE.

E. THE CONTRACTOR SHALL REPAIR ALL WALLS, CEILING, FLOORS,

ETC., THAT ARE REQUIRED TO BE PENETRATED, OR OTHERWISE

DISTURBED. THE REPAIRS SHALL BE WITH MATERIALS AND

FINISHES TO MATCH EXISTING. ALL FIRE WALL PENETRATIONS

SHALL BE SEALED WITH SUITABLE MATERIALS TO PRESERVE

FIRE WALL INTEGRITY. CONTRACTOR SHALL NOT CUT ANY

STRUCTURAL MEMBER.

F. DRAWINGS SHALL BE CONSIDERED DIAGRAMMATIC. WHILE THE

DRAWINGS ARE GENERALLY TO SCALE AND ARE AS ACCURATE AS

THE SCALE WILL PERMIT, ALL IMPORTANT DIMENSIONS SHALL

BE DETERMINED IN THE FIELD.

G. THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT NOT

INDICATED TO BE REUSED TO A DESIGNATED LOCATION AT THE

PROJECT SITE. AFTER THE EQUIPMENT HAS BEEN ASSEMBLED

FOR THE OWNER'S INSPECTION AND POSSIBLE RETENTION, ALL

EQUIPMENT NOT TO BE RETAINED BY THE OWNER SHALL BE

REMOVED FROM THE SITE BY THE CONTRACTOR. ALL BUILDING

SYSTEMS SHALL REMAIN IN SERVICE UNLESS INDICATED

OTHERWISE. ALL OUTAGES OR INTERRUPTIONS SHALL BE KEPT

TO MINIMUM DURATION. NOTIFY THE OWNER 48 HOURS IN

ADVANCE OF ANY OUTAGE OR INTERRUPTION.

H. COORDINATE WITH ALL TRADES TO AVOID INTERFERENCE

AMONG MECHANICAL, ELECTRICAL, ARCHITECTURAL AND

STRUCTURAL ITEMS. PROVIDE ALL NECESSARY OFFSETS IN

PIPING, DUCTWORK AND FITTINGS ETC., REQUIRED TO

PROPERLY INSTALL THE WORK WITHOUT INTERFERENCES.

I. IF TEMPORARY CONNECTIONS ARE NECESSARY TO ASSURE THIS

CONTINUITY OF SERVICES, THEY SHALL BE FURNISHED BY THE

CONTRACTOR WITHOUT ANY ADDITIONAL CHARGE TO THE

OWNER AND SHALL BE REMOVED WHEN NO LONGER NECESSARY.

J. THE CONTRACTOR SHALL SO ARRANGE AND EXECUTE HIS WORK

THAT ANY CONNECTIONS BOTH TEMPORARY OR PERMANENT TO,

OR REARRANGEMENT OF, PRESENT EQUIPMENT, PIPING, ETC.,

SHALL BE MADE IN SUCH A MANNER AS TO ASSURE FULL

RESUMPTION OF SERVICE AT THE TIME DESIGNATED BY THE

OWNER.

K. THE CONTRACTOR SHALL LOCATE ALL EQUIPMENT WHICH MUST

BE SERVICED, OPERATED OR MAINTAINED IN FULL ACCESSIBLE

POSITIONS. IF REQUIRED FOR BETTER ACCESSIBILITY, FURNISH

ACCESS DOORS FOR THIS PURPOSE. MINOR DEVIATIONS FROM

DRAWINGS MAY BE MADE TO ALLOW FOR BETTER

ACCESSIBILITY, BUT CHANGES OF MAGNITUDE WHICH INVOLVE

EXTRA COSTS SHALL NOT BE MADE WITHOUT APPROVAL.

L. ALL DIMENSIONS FOR EXISTING DUCTWORK SHALL BE VERIFIES

IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION,

WHERE NEW WORK CONNECTIONS ARE INDICATED. NEW DUCT

DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS.

M. OPENINGS REMAINING IN EXISTING PIPING/DUCTWORK AS A

RESULT OF DEMOLITION SHALL BE SEALED WITH AN

AIRTIGHT/WATERTIGHT SHEET METAL CAP. WHERE EXISTING

SYSTEMS ARE INSULATED, WORK SHALL INCLUDE REPAIR AND

REPLACEMENT OF INSULATION EITHER DAMAGED OR REMOVED

AS A RESULT OF DEMOLITION.

N. WHEN EXISTING SYSTEMS MUST BE INTERRUPTED, PERFORM

WORK AS EXPEDITIOUSLY AS POSSIBLE. CONTRACTOR SHALL

NOTIFY THE OWNER 48 HRS IN ADVANCE OF ANY INTERRUPTION

AND SHALL OBTAIN PERMISSION FROM THE OWNER PRIOR TO

INITIATING THE INTERRUPTION.

GENERAL NOTES

DRAWING LIST

SYMBOL DESCRIPTION

KEYED NOTE

POINT OF REMOVAL

POINT OF CONNECTION TO EXISTING

DESIGN CRITERIA

P101

PLAN IDENTIFIER

TITLE

SCALE

SECTION IDENTIFIER

DIRECTION OF VIEW

SHEET WHERE SECTION IS DRAWN

DETAIL IDENTIFIER

SHEET WHERE PLAN IS DRAWN

PLAN / DETAIL TITLE

SECTION INDICATION

DETAIL INDICATION

CODES

1. INTERNATIONAL CODE COUNCIL (ICC):

INTERNATIONAL BUILDING CODE (IBC) - 2012

INTERNATIONAL MECHANICAL CODE (IMC) - 2012

INTERNATIONAL PLUMBING CODE (IPC) - 2012

INTERNATIONAL ENERGY CONSERVATION CODE (IECC) - 2009

2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA):

NFPA 90A - AIR CONDITIONING AND VENTILATING SYSTEMS - 2012

NFPA 90B - WARM AIR HEATING AND AIR CONDITIONS SYSTEMS - 2012

SCALE:

CLEANOUT PLUG FLUSH WITH FLOOR

CLEANOUT PLUG OR WALL CLEAN OUT

DESCRIPTIONSYMBOL ABV

HWR

VACUUM RELIEF VALVE

1. ALL EXISTING EQUIPMENT AND MATERIALS TO BE REMOVED

SHALL BE DISPOSED OF OR SALVAGED AS DIRECTED BY THE

OWNER.

2. WHEN EXISTING SYSTEMS MUST BE INTERRUPTED, PERFORM

WORK AS EXPEDIOUSLY AS POSSIBLE. CONTRACTOR SHALL

NOTIFY THE OWNER 48 HOURS IN ADVANCE OF ANY

INTERRUPTION AND SHALL OBTAIN PERMISSION FROM THE

OWNER PRIOR TO INITIATING THE INTERRUPTION.

3. EXISTING MATERIAL OF CONSTRUCTION DISTURBED BECAUSE

OF WORK PERFORMED UNDER THIS CONTRACT ARE TO BE

REPAIRED AND RESTORED TO CONDITIONS EQUAL TO

ORIGINAL AT NO COST TO THE OWNER.

4. CONTRACTOR SHALL ADJUST LOCATIONS AND ELEVATIONS OF

NEW WORK TO PREVENT INTERFERENCES WITH EXISTING

WORK. ANY CHANGES SHALL BE APPROVED BY THE ENGINEER

IN WRITING PRIOR TO INITIATING WORK.

5. CONTRACTOR SHALL PATCH OPENINGS CREATED BY

DEMOLITION ACTIVITIES WITH NEW MATERIALS MATCHING

ADJACENT SURFACES AND PAINT TO MATCH.

6. CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBER

WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COORDINATION OF WORK BY ALL SUB CONTRACTORS.

7. CONTRACTORS ARE TO CONFINE CONSTRUCTION TRAFFIC

AND DEBRIS REMOVAL TO CONSTRUCTION AREA AS MUCH AS

POSSIBLE TO MINIMIZE DUST.

8. ALL ABANDONED DOMESTIC WATER LINES CREATED AS A

RESULT OF DEMOLITION ACTIVITIES SHALL BE REMOVED BACK

TO MAIN, VALVED, AND CAPPED FOR FUTURE CONNECTION.

DEMOLITION NOTES

DESCRIPTIONSYMBOL

1HR 1HR

2HR 2HR

1 HOUR RATED WALL

2 HOUR RATED WALL

ARCHITECTURAL WALL LEGEND

DESCRIPTIONSYMBOL

1/8"=1'-0"

A PLUMBING

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02/11/22

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P1.1

SOIL, WASTE & VENT

DEMOLITION PLAN

SCALE:

SOIL, WASTE & VENT DEMOLITION PLAN

3/16" = 1' - 0"

DEMOLITION KEY NOTES

A. REMOVE EXISTING PLUMBING FIXTURE AND ALL ASSOCIATED SOIL, WASTE &

VENT PIPING BACK TO POINTS INDICATED.

a. EXISTING PLUMBING SYSTEMS SHOWN ON THESE PLANS ARE BASED ON

EXISTING PLANS AND APPROXIMATION BASED ON PAST EXPERIENCE AND

JUDGEMENT. PRIOR TO INITIATING ANY WORK, THE CONTRACTOR SHALL

INVESTIGATE AND CONFIRM THE ROUTING / SIZING BY SITE VISIT / FLOOR

X-RAY AS REQUIRED TO PERFORM THE NEW WORK ASSOCIATED WITH THESE

PLANS. ALL EXISTING SYSTEM DISCREPANCIES AND DEVIATIONS FROM THESE

PLANS SHALL BE REPORTED TO THE ENGINEER OF RECORD.

GENERAL SHEET NOTES:

A A

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(ETR)

1-1/4" HW

1" HWR

2" CW

1-1/4" HW

1-1/2" CW

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P1.2

DOMESTIC WATER

DEMOLITION PLAN

SCALE:

DOMESTIC WATER DEMOLITION PLAN

3/16" = 1' - 0"

DEMOLITION KEY NOTES

A. REMOVE EXISTING PLUMBING FIXTURE AND ALL ASSOCIATED DOMESTIC WATER

PIPING BACK TO POINTS INDICATED.

a. EXISTING PLUMBING SYSTEMS SHOWN ON THESE PLANS ARE BASED ON

EXISTING PLANS AND APPROXIMATION BASED ON PAST EXPERIENCE AND

JUDGEMENT. PRIOR TO INITIATING ANY WORK, THE CONTRACTOR SHALL

INVESTIGATE AND CONFIRM THE ROUTING / SIZING BY SITE VISIT / FLOOR

X-RAY AS REQUIRED TO PERFORM THE NEW WORK ASSOCIATED WITH THESE

PLANS. ALL EXISTING SYSTEM DISCREPANCIES AND DEVIATIONS FROM THESE

PLANS SHALL BE REPORTED TO THE ENGINEER OF RECORD.

GENERAL SHEET NOTES:

A A

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1-1/2" NG

1-1/4" NG

1" NG 1" NG 3/4" NG

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P1.3

NATURAL GAS

DEMOLITION PLAN

SCALE:

NATURAL GAS DEMOLITION PLAN

3/16" = 1' - 0"

DEMOLITION KEY NOTES

A. REMOVE EXISTING NATURAL GAS PIPING BACK TO POINTS INDICATED.

a. EXISTING PLUMBING SYSTEMS SHOWN ON THESE PLANS ARE BASED ON

EXISTING PLANS AND APPROXIMATION BASED ON PAST EXPERIENCE AND

JUDGEMENT. PRIOR TO INITIATING ANY WORK, THE CONTRACTOR SHALL

INVESTIGATE AND CONFIRM THE ROUTING / SIZING BY SITE VISIT / FLOOR

X-RAY AS REQUIRED TO PERFORM THE NEW WORK ASSOCIATED WITH THESE

PLANS. ALL EXISTING SYSTEM DISCREPANCIES AND DEVIATIONS FROM THESE

PLANS SHALL BE REPORTED TO THE ENGINEER OF RECORD.

GENERAL SHEET NOTES:

A A

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EXAM 3

EXAM 4

LAB

TOILET

E11

PROVIDER

E12

EXAM 5

E13

EXAM 6

E14

STORAGE

E19

OFFICE

E20

EXAM 16

E29

XRAY

BREAK ROOM

34 TOILET

E35

JENNIFER

E36

CARE TEAM

E37

TOILET

E38

ELEC

E42

PROVIDER

EXAM

BARIATRIC

CLEAN

STAFF TOILET

50 CARE TEAM

52 CHECK IN

TOILET

STORAGE

EXAM

PROVIDER

EXAM

CALL CENTER

SOILED

EXAM

E67

MEDS

CORRIDOR

A6.1

WAITING

2 1

2" VTR

4" VTR

2" VTR

3" VTR

CAP

4" SS2" V

2" V

3" SS 2" SS

2" SS

3" SS

CAPCAP

CAP

SK-2

SK-1

SK-1 SK-1

SK-1

SK-1SK-1SK-1

WC-1

LAV-1

4" SS

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P2.1

SOIL, WASTE & VENT

NEW WORK PLAN

SCALE:

SOIL, WASTE & VENT NEW WORK PLAN

3/16" = 1' - 0"

1 NEW WORK KEY NOTES:

1. CONNECT TO EXISTING SOIL, WASTE & VENT PIPING AT

APPROXIMATE LOCATION INDICATED. ROUTE NEW PIPING OUT

TO SERVE NEW PLUMBING FIXTURE(S) AS INDICATED. FIELD

VERIFY EXACT TIE-IN LOCATION.

2. SAWCUT, TRENCH AND EXCAVATE EXISTING SLAB TO ALLOW

FOR INSTALLATION OF NEW SANITARY LINE.

3. PROVIDE SINK WITH DISHWASHER TAILPIECE. CONNECT DRAIN

FROM ADJACENT DISHWASHER TO SINK TAILPIECE.

1 1

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EXAM 4

LAB

TOILET

E11

PROVIDER

E12

EXAM 5

E13

EXAM 6

E14

STORAGE

E19

OFFICE

E20

EXAM 16

E29

XRAY

BREAK ROOM

34 TOILET

E35

JENNIFER

E36

CARE TEAM

E37

TOILET

E38

ELEC

E42

PROVIDER

EXAM

BARIATRIC

CLEAN

STAFF TOILET

50 CARE TEAM

52 CHECK IN

TOILET

STORAGE

EXAM

PROVIDER

EXAM

CALL CENTER

SOILED

EXAM

E67

MEDS

CORRIDOR

WAITING

CAP

1-1/2" CW

1" CW

3/4" CW

3/4" HW

3/4" CW

3/4" HW

CAP

SK-2

SK-1

SK-1 SK-1 SK-1

WC-1

LAV-1

SB-1

1-1/4" HW

1" HWR

2" CW

1-1/4" HW

1-1/2" CW

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P2.2

DOMESTIC WATER

NEW WORK PLAN

SCALE:

DOMESTIC WATER NEW WORK PLAN

3/16" = 1' - 0"

NEW WORK KEY NOTES:

1. CONNECT TO EXISTING DOMESTIC WATER PIPING AT

APPROXIMATE LOCATION INDICATED. ROUTE NEW PIPING OUT

TO SERVE NEW PLUMBING FIXTURE(S) AS INDICATED. FIELD

VERIFY EXACT TIE-IN LOCATION.

2. PROVIDE SINK WITH DUAL ANGLED HOT WATER STOP TO SERVE

DISHWASHER.

1 2

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EXAM 4

LAB

TOILET

E11

PROVIDER

E12

EXAM 5

E13

EXAM 6

E14

STORAGE

E19

OFFICE

E20

EXAM 16

E29

XRAY

BREAK ROOM

34 TOILET

E35

JENNIFER

E36

CARE TEAM

E37

TOILET

E38

ELEC

E42

PROVIDER

EXAM

BARIATRIC

CLEAN

STAFF TOILET

50 CARE TEAM

52 CHECK IN

TOILET

STORAGE

EXAM

PROVIDER

EXAM

CALL CENTER

SOILED

EXAM

E67

MEDS

CORRIDOR

A6.1

WAITING

2 1

GF-1

GF-2

GF-3

GF-4

GF-5

(ETR)

1-1/2" NG

1-1/4" NG

1" NG

3/4" NG

1" NG

3/4" NG

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P2.3

NATURAL GAS NEW

WORK PLAN

SCALE:

NATURAL GAS NEW WORK PLAN

3/16" = 1' - 0"

NEW WORK KEY NOTES:

1. CONNECT TO EXISTING NATURAL GAS PIPING AT APPROXIMATE

LOCATION INDICATED. ROUTE NEW PIPING OUT TO SERVE NEW

APPLIANCES AS INDICATED. FIELD VERIFY EXACT TIE-IN

LOCATION.

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P3.1

SCHEDULES &

SPECIFICATIONS

GENERAL

1. THE CONTRACTOR SHALL FURNISH ALL LABOR, INSTALL ALL MATERIAL AND EQUIPMENT AND INCLUDE SERVICES

AND INCIDENTALS TO THE INSTALLATION OF WORK INVOLVED FOR A COMPLETE AND OPERATING FACILITY.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ASSEMBLING ANY EQUIPMENT SHIPPED IN SECTIONS, IN ACCORDANCE

WITH MANUFACTURER'S INSTRUCTIONS.

3. ALL WORK SHALL BE IN ACCORDANCE WITH STATE AND LOCAL CODES, ADA REQUIREMENTS AND THE AUTHORITY

HAVING JURISDICTION.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS, INSPECTIONS, AND

PAY ALL FEES REQUIRED FOR THIS JOB.

5. THE PLUMBING DRAWINGS ARE DIAGRAMMATIC AND SHOW ONLY THE RELATIONSHIP BETWEEN EQUIPMENT AND CONNECTION. DO NOT SCALE THE DRAWINGS FOR EXACT SIZES OR LOCATIONS. FIELD VERIFY ALL DIMENSIONS

PRIOR TO INSTALLATION OR FABRICATION.

6. ALL DIMENSIONS INDICATED ARE BELIEVED TO BE ACCURATE, BUT ARE NOT GUARANTEED TO BE SO. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE PROJECT MANAGER AND ARCHITECT. CONTRACTOR SHALL COORDINATE REMOVAL AND CLEAN-UP OF ALL DEBRIS CAUSED BY HIS WORK DURING CONSTRUCTION AND THE STORAGE OF BUILDING MATERIALS. CLEAN ALL AREAS TO "AS IS" CONDITIONS AT

THE END OF EACH WORK DAY.

7. INSTALL PIPING TIGHT TO BEAMS, JOISTS, COLUMNS, WALLS AND OTHER PERMANENT ELEMENTS OF THE BUILDING.

PROVIDE SPACE TO PERMIT INSULATION APPLICATIONS WITH 1" CLEARANCE OUTSIDE THE INSULATION. ALLOW

SUFFICIENT SPACE ABOVE REMOVABLE CEILING PANELS TO ALLOW REMOVAL.

8. FLUSH DOMESTIC WATER SYSTEM PROGRESSIVELY BY OPENING BUILDING OUTLETS AND PERMITTING FLOW TO CONTINUE FROM EACH UNTIL WATER RUNS CLEAR. STERILIZE SYSTEM IN ACCORDANCE WITH REQUIREMENTS OF STATE DEPARTMENT OF PUBLIC HEALTH OR OTHER METHOD ACCEPTABLE TO LOCAL AUTHORITIES

9. PLUMBING FIXTURES, TRIM, AND ACCESSORIES: PROVIDE FIXTURES, TRIM, CARRIERS AND ACCESSORIES AS SCHEDULED AND REQUIRED FOR COMPLETE INSTALLATION AND PROPER OPERATION. NO "ALTERNATES" OR "EQUALS" MAY BE USED WITHOUT THE WRITTEN PRE-AUTHORIZATION BY THE ARCHITECT OR ENGINEER.

10. FAUCETS FOR LAVATORIES AND SINKS TO HAVE WASHERLESS CARTRIDGES WITH POSITIVE POSITIONING SHUTOFF

AGAINST METALLIC OR CERAMIC STOPS.

11. HANDICAPPED PROVISIONS: HEIGHTS OF FIXTURES DESIGNATED FOR HANDICAPPED USE SHALL BE IN ACCORDANCE

WITH ANSI A117.1-80, ADA, OR LOCALLY APPLICABLE HANDICAP CODES.

12. OFFSET P-TRAPS TO MAXIMIZE KNEE SPACE AT SINKS AND LAVATORIES. INSULATE EXPOSED WATER AND WASTE

PIPING WITH PREFABRICATED INSULATING ASSEMBLY.

13. FLUSH OPERATOR DEVICE FOR WATER CLOSETS TO BE LOCATED ON SIDE OF FIXTURE WITH WIDE DIMENSION IN

TOILET STALL OR ENCLOSURE.

14. ALL DOMESTIC WATER SUPPLY LINES TO HAVE IN-LINE SHUT-OFF VALVES AT CONNECTION POINT TO MAIN.

15. ALL BRANCH DOMESTIC WATER PIPING TO PLUMBING FIXTURES TO HAVE IN-LINE SHUT-OFF VALVES.

16. EACH EQUIPMENT CONNECTION TO HAVE SHUT-OFF COCK, DRIP LEG, AND UNION. WHERE DISTRIBUTION PRESSURE

IS HIGHER THAN UTILIZATION PRESSURE, PROVIDE SUITABLE PRESSURE REGULATOR.

17. THE PLUMBING SYSTEM SHALL BE ARRANGED SO AS TO PREVENT WATER HAMMER. EACH ISOLATED FIXTURE SHALL HAVE A WATER HAMMER ARRESTOR ON THE WATER CONNECTION. ALL GROUPS OF FIXTURES SHALL CONNECT TO A

WATER BRANCH WHICH SHALL END WITH A FULL SIZE WATER HAMMER ARRESTOR.

18. ROUTE SANITARY AND VENT PIPING AS SHOWN. MAKE ALL CHANGES IN DIRECTION FOR SANITARY AND VENT PIPING USING APPROPRIATE "Y" BRANCHES, STRAIGHT TEES AND ELBOWS. MAKE NO CHANGE IN DIRECTION OF FLOW GREATER THAN 90 DEGREES. REDUCTION OF THE SIZE OF SANITARY PIPING IN THE DIRECTION OF FLOW IS

PROHIBITED.

19. CLEANOUTS SHALL BE PROVIDED IN SANITARY SEWER LINES AT INTERVALS NOT TO EXCEED 50FT AND AT EVERY

CHANGE IN DIRECTION GREATER THAN 45°.

20. REFER TO PLUMBING FIXTURE SCHEDULE FOR WATER, WASTE AND VENT CONNECTION SIZES.

21. CONTRACTOR MUST VISIT SITE TO EXAMINE EXISTING CONDITIONS PRIOR TO SUBMITTING BID.

SANITARY, WASTE AND VENT (DWV) SYSTEM:

1. MINIMUM ACCEPTABLE SLOPE OF DRAINAGE PIPING

· 2-1/2" OR LESS: 1/4" PER FOOT

· 3" TO 6": 1/8" PER FOOT

· 8" AND LARGER: 1/16" PER FOOT

2. MINIMUM ACCEPTABLE SLOPE OF VENT PIPING

· 1-1/4": 1/4" PER FOOT

· 1-1/2": 1/4" PER FOOT

· 2": 1/4" PER FOOT

· 3": 1/8" PER FOOT

· 4": 1/8" PER FOOT

3. ALL LOCATIONS - NO-HUB CAST IRON WITH GASKETED JOINTS.

4. PROVIDE CLEANOUTS PER CODE AND WHERE INDICATED AS FOLLOWS: FLOOR: ZURN ZN-1400, WALL: ZURN Z-1441 WITH STAINLESS STEEL COVER EXTERIOR: ZURN ZN-1400-HD WITH RECESSED PLUG AND 12"X 12"X 4" DEEP

CONCRETE PAD.

DOMESTIC WATER (CW, HW & HWR) SYSTEM:

1. ALL COLD WATER SUPPLY LINES TO HAVE IN-LINE SHUT-OFF VALVES AT CONNECTION POINT TO MAIN. ALL BRANCH

DOMESTIC WATER PIPING TO PLUMBING FIXTURES TO HAVE IN-LINE SHUT-OFF VALVES. LOCATE SHUT-OFF VALVES

WITHIN EASY REACH ABOVE SUSPENDED CEILINGS. SEE ARCH REFLECTED CEILING PLAN.

2. INTERIOR ABOVE SLAB - TYPE L HARD-DRAWN COPPER WITH PRO PRESS FITTINGS

3. WHERE JOINTS MUST BE SOLDERED JOINTS SHALL BE SOLDERED USING SOLDER FILLER METAL (ASTM B-32) 95-5 TIN

ANTIMONY.

4. INSULATE DOMESTIC WATER LINES ABOVE GRADE WITH FIBERGLASS PREFORMED INSULATION WITH VAPOR JACKET AND SEAL-SEALING TAPE EQUAL TO OWENS CORNING ASJ.SSL-II. THICKNESS AS FOLLOWS: 1/2" AT CW LINES AND

1" AT HW & HWR.

NATURAL GAS

1. GAS METER, REGULATOR, AND GAS COCK PROVIDED BY UTILITY COMPANY. COORDINATE EXACT LOCATION OF

METER SET WITH UTILITY COMPANY.

2. SCH. 40 BLACK STEEL WITH THREADED (1-1/2" AND SMALLER) OR WELDED (2" AND LARGER) JOINTS. INSTALL PIPING IN ACCESSIBLE, VENTILATED SPACES AND PROVIDE SUITABLE SLEEVES UNDER SLABS ON GRADE AND THRU

PLENUMS.

3. WHERE GAS PIPING CONNECTS TO EQUIPMENT, IT SHALL BE PROVIDED WITH A DRIP LEG THE FULL SIZE OF THE

SUPPLY PIPE, A 100% SHUT-OFF GAS COCK AND UNION.

4. PROVIDE REGULATORS AT EQUIPMENT CONNECTIONS AS REQ'D.

5. PORTIONS OF A GAS PIPING SYSTEM INSTALLED IN CONCEALED LOCATIONS SHALL NOT HAVE UNIONS, TUBE

FITTINGS OR RUNNING THREADS.

6. ALL EXPOSED, UNFINISHED PIPE, FITTINGS, SUPPORTS AND ACCESSORIES SHALL BE PREPARED FOR FINISH WITH A RUST-INHIBITIVE PRIMER (AS RECOMMENDED BY TOP COAT MANUFACTURER) AND TWO COATS OF LATEX ENAMEL IN A COLOR CONSISTENT WITH THE ANSI STANDARDS OR AS DIRECTED BY THE OWNER/ARCHITECT.

PLUMBING SPECIFICATIONSPLUMBING FIXTURE SCHEDULE

ITEM DESCRIPTION MANUFACTURER CATALOG # TRIM SUPPLIES WASTE TRAP

ROUGH-IN (INCHES)

C.W. H.W. WASTE VENT

WC-1 ADA FLOOR MOUNTED FLUSH VALVE WATER

CLOSET, VITREOUS CHINA, 1.1 GPF.

AMERICAN

STANDARD

A3043001020 SLOAN S3720000, EXPOSED 1.1 GPF DUAL

FLUSH MANUAL FLUSH VALVE

WAX RING & CLOSET BOLT KIT 1" - 4" 2"

LAV-1 WALL HUNG ADA LAVATORY, 20"x18", VITREOUS

CHINA, 4" CENTER FAUCET HOLES, CONCEALED

WALL CARRIER.

AMERICAN

STANDARD

A0356115020 SLOAN SF-2350, SENSOR ACTIVATED.

PROVIDE WITH ASSE 1017/1070

THERMOSTATIC MIXING VALVE

ZURN, Z8804-XL-LRLKQ-PC 1/2" X 3/8" COMP

X COMP LAVATORY SUPPLY KIT WITH

ESCUTCHEONS, 1/4 TURN CHROME PLATED

STOPS AND CHROME PLATED COPPER TUBE

SUPPLY LINES

ZURN, Z8743-PC 1-1/4" CHROME PLATED

CAST BRASS 17GA GRID DRAIN

ZURN, Z8700-PC 1-1/4" CAST BRASS 17GA

P-TRAP WITH CLEANOUT

1/2" 1/2" 1-1/2" 1-1/2"

SK-1 19"x16" STAINLESS STEEL TOP MOUNTED SINK

W/ TWO FAUCET HOLES

ELKAY EPSLVR1916LB CHICAGO FAUCETS 895-317GN2FCAB, 1.5GPM,

4" CENTERS, 5-1/4" GOOSENECK SPOUT, 4"

WRIST BLADEHANDLE, ADA COMPLAINT

FAUCET. PROVIDE WITH ASSE 1017/1070

THERMOSTATIC MIXING VALVE

ZURN Z-8804-XL-LR-PC STOP,

CHROME-PLATED, SOLID BRASS ANGLE

STOP COMPRESSION TO COMPRESSION

FITTING WITH LOOSE KEY

ZURN Z-8743-PC CAST BRASS, SOLID-TOP,

OPEN-GRID, P.O. PLUG WITH 6"

17-GAUGE TAILPIECE AND CAST BRASS

LOCKNUT

ZURN Z-8700, 1-1/4", CHROME-PLATED,

CAST BODY, TUBULAR WALL BEND 10" CL,

DIE CAST NUTS, SHALLOW ESCUTCHEON

WITH 1-1/4" COMPRESSION INLET X

1-1/4" COMPRESSION OUTLET.

1/2" 1/2" 1-1/2" 1-1/2"

SK-2 33"X19"X10", 18ga STAINLESS STEEL, DOUBLE

BOWL

ELKAY EDLR3319103 FAUCET: CHICAGO FAUCETS 895-317ABCP

DECK MOUNTED 4" FIXED CENTERS HOT

AND COLD WATER SINK FAUCET

2.2 GPM, BATTERY POWERED, SUPPLY KIT

INCLUDED.

ZURN Z-8804-XL-LR-PC STOP,

CHROME-PLATED, SOLID BRASS ANGLE

STOP COMPRESSION TO COMPRESSION

FITTING WITH LOOSE KEY

ZURN Z-8743-PC CAST BRASS, SOLID-TOP,

OPEN-GRID, P.O. PLUG WITH 6"

17-GAUGE TAILPIECE AND CAST BRASS

LOCKNUT

ZURN Z-8700, 1-1/4", CHROME-PLATED,

CAST BODY, TUBULAR WALL BEND 10" CL,

DIE CAST NUTS, SHALLOW ESCUTCHEON

WITH 1-1/4" COMPRESSION INLET X

1-1/4" COMPRESSION OUTLET.

1/2" 1/2" 1-1/2" 1-1/2"

SB-1 ICE MAKER SUPPLY BOX, W/ WATER HAMMER

ARRESTOR

OATEY 39140 - - - - 1/2" - - -

NATURAL GAS LOAD

FIXTURE INPUT (MBH)

EXISTING FURNACE'S TO REMAIN 380

GF-1 40

GF-2 41

GF-3 42

GF-4 43

GF-5 60

TOTAL CONNECTED LOAD (MBH) 606.00

NOTE: GAS PIPING SIZED PER NATIONAL FUEL GAS CODE, PIPE

SIZING FOR 2 POUNDS PRESSURE CAPACITY OF PIPES FOR AN

INITIAL PRESSURE LESS THAN 2.0 psi WITH A 0.3 i.n. w.c. PRESSURE

DROP AND A GAS OF 0.6 SPECIFIC GRAVITY.

TOTAL EQUIVALENT LENGTH: 150FT.

PROVIDE REGULATORS AT EQUIPMENT CONNECTIONS AS REQ'D.

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P3.2

PLUMBING DETAILS

NOTES:

1. REFER TO PLANS AND SPECIFICATIONS FOR PIPE

MATERIALS AND SIZES.

2. HANGER ROD, STRUT, NUTS, WASHER, AND PIPE STRAPS

SHALL BE ZINC COATED GALVANIZED MATERIALS.

INSTALLATION AND MATERIALS SHALL COMPLY WITH

FEDERAL, STATE

3. AND LOCAL CODE REQUIREMENTS INCLUDING N.F.P.A.

GUIDELINES.

STRUT MOUNTED

IPS PIPE STRAP

PIPING INSULATION. DO NOT CRUSH

TYPICAL 10 GAUGE

GALVANIZED SHEET METAL

SADDLE.

12 GAUGE CHANNEL STRUT

WITH SLOTS

LOCKING NUT WITH SINGLE

WASHER. TYPICAL TOP AND

BOTTOM OF STRUT

PIPING. (TYP)

ALL-THREAD CONTINUOUS, ONE PIECE

HANGER ROD. COUPLING OF RODS IS

NOT PERMITTED (TYP)

SCALE:

PLUMBING PIPING TRAPEZE PIPE HANGER DETAIL

NONE

1 1/4" O.D. TAILPIECE

1 1/4" O.D. WASTE

1/2" HW SUPPLY

THERMOSTATIC TEMPERING VALVE.

SET DISCHARGE TEMP TO 105°

TEMPERED WATER

COUNTER

1/2" CW SUPPLY

FINISHED FLOOR

SCALE:

POINT OF USE MIXING VAVLE INSTALLATION

NONE

SINK / LAVATORY

MAY EXTEND AS

REF. ARCH. DWGS.

FOR WALL CONST.

CLEANOUT TEE

WASTE OR VENT

OF LINE CLEANOUT

1/8" BEND AND END

WASTE LINEFLOW

NEOPRENE SEAL

CLEANOUT PLUG

SET SCREW

FINISHED FLOOR

HEAVY SCORIATED COVER

CONCRETE

FLOOR SLAB

SET LEVEL WITH FINISHED FLOOR. IN

CARPETED PUBLIC AREAS, MAKE FLUSH

WITH CONCRETE.

WALL CLEANOUT INSTALLATION DETAIL

FLOOR CLEANOUT INSTALLATION DETAIL

ADJUSTABLE HOUSING

POLISHED S.S.

ACCESS COVER

COUNTERSUNK SCREW

CLEANOUT PLUG

WASTE LINE LENGTH TO SUIT

SCALE:

CLEANOUT INSTALLATION DETAILS

NONE

CONTRACTOR SHALL DETERMINE THE DELIVERED PRESSURE AT THE SITE AND COMPARE WITH THE DESIGN PRESSURE OF THE PROPOSED SYSTEM. ADVISE DESIGNER IF RESIZING OF PIPES IS NECESSARY. PROVIDE

REGULATORS IF REQUIRED.

PLUGGED 1/8" NPT TEST GAUGE CONNECTION

CONNECT TO UNIT GAS CONTROLS WITH

GROUND JOINT UNION PROVIDE

GROMMET FOR WATER-TIGHT SEAL

PROVIDE GAS PRESSURE REGULATOR

WHERE REQUIRED

GROUND JOINT UNION

GAS COCK WITH PLUGGED 1/8" NPT

TEST GAUGE CONNECTION

GAS FIRED APPLIANCE

GAS PIPING - SEE PLAN FOR SIZE.

MINIMUM PIPE SIZE OF 3/4"

DRIP/DIRT POCKET

SCALE:

GAS CONNECTION DETAIL

NONE

INSIDE BUILDINGOUTSIDE BUILDING

FINISHED FLOOR

MEMBRANE

GRAVEL BED

BACK-FILL IN 6" LAYERS,

TAMP EACH LAYER

4" DEEP GRAVEL, NOT LARGER THAN 3/4" ABOVE PIPE.

TRENCH WIDTH 3" ABOVE PIPE - 18" MIN. OR PIPE

O.D. + 12" TO 24" MAX.

PIPE 1/4" - 3/4" GRAVEL BACK-FILL TO TOP OF PIPE.

COMPACT ON SIDES OF PIPE.

PIPE BEDDING - 1/4" - 3/4" GRAVEL, 4" DEEP IN

SOIL, 6" DEEP IN ROCK.MINIMUM DEPTH OF COVER BELOW FIN. GRADE:

48" - ANY LINE UNDER PUBLIC ROAD.

36" - SANITARY AND STORM SEWERS, 8" AND UP;

ANY LINE UNDER PAVED AREA.

30" - SEWERS, 6" AND BELOW, 4" AND UP.

24" - GAS; WATER 3 1/2" AND BELOW

6" - ANY LINE INSIDE BUILDING.

NOTE: PROVIDE SHORING IN TRENCHES WHERE NEEDED FOR

SAFETY AND IN COMPLIANCE WITH ALL GOVERNING

REGULATIONS.

NO STONES WITH ANY DIMENSION GREATER

THAN 1 1/4" IN BACKFILL.

PIPE TRENCH DETAIL

NONE

SCALE:

6" MIN.

3" MINIMUM V.T.R.

IPS WATERTIGHT ROOF

SEAL ALL EDGES OF

SHINGLES

ROOFING

INCREASER FITTING AS

SIZE - AS PER DRAWING

(FOR FROST CLOSURE)

FLASHING COLLAR; OR

FLASHING COLLAR W/

REQUIRED FOR FROST

EQUAL

ROOF CAULK

CLOSURE

18"

8" MIN.6" MAX.

9" M

" M

.-3

6" M

TYPICAL FOR WALL OR

CABINET MTD. LAVATORY

TYPICAL FOR FLUSH VALVE

OR TANK TYPE & WALL OR

FLOOR MTD.

SCALE:

ADA PLUMBING FIXTURE INSTALLATION

NONE

SCALE:

PLUMBING VENT THROUGH PITCHED ROOF DETAIL

NONE

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Sheets and Views

LAFAYETTE PLBG - rev-P0.1

LAFAYETTE PLBG - rev-P1.1

LAFAYETTE PLBG - rev-P1.2

LAFAYETTE PLBG - rev-P1.3

LAFAYETTE PLBG - rev-P2.1

LAFAYETTE PLBG - rev-P2.2

LAFAYETTE PLBG - rev-P2.3

LAFAYETTE PLBG - rev-P3.1

LAFAYETTE PLBG - rev-P3.2

File details come from the government source that posted it. Updated Oct 21, 2024.