Arriba Rest Area - Advertisement - Appendix K - Construction Documents.pdf

LOBBY

RESTROOM

WOMEN'S

RESTROOM

MEN'S

MECHANICAL ROOM

CLEARSTORY/MEZZANINE

ACCESSED WITH

LADDER IN THIS ROOM

TOWN OF ARRIBA REST AREA PROJECT

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PROJECT # 25422

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ARCHITECT OF RECORD:

COLORADO DEPARTMENT OF

TRANSPORTATION

2829 WEST HOWARD PLACE

DENVER, COLORADO 80204

PH (720)737-6591

MEP ENGINEERS:

360 ENGINEERING, INC

751 PINE RIDGE ROAD, SUITE 360

GOLDEN, COLORADO 80403

LEXIE ZIMMERMAN

PH (303) 940-2050

BUILDING CODE REVIEW:

AEC-WEST CONSULTANTS, INC.

4605 QUEBEC ST., UNIT B8

DENVER, CO 80216

PH (303) 377-6963

A.B. ANCHOR BOLT

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

ADD ADDENDUM

ADD’L ADDITIONAL

ADJ ADJACENT, ADJUSTABLE

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

ALT ALTERNATE

AOR ARCHITECT OF RECORD

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

B/C BACK OF CURB

BLDG BUILDING

B.O. BOTTOM OF

BOT, BTM BOTTOM

BRNZ BRONZE

BTWN BETWEEN

CA COMRESSED AIR

CAB CABINET

CAP CAPACITY

CFM CUBIC FEET PER MINUTE

CIP CAST-IN-PLACE

C.T. CONTROL JOINT,

CONSTRUCTION JOINT

C/L CENTERLINE

CLG CEILING

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY UNIT

C.O. CLEAN OUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

C/W CURTAIN WALL

CW COLD WATER

D/B DESIGN/BUILD CONTRACTOR

DBL DOUBLE

DEMO DEMOLISH, DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DN DOWN

DS DOWNSPOUT

DTL, DET DETAIL

DWG DRAWING

(E) INDICATES EXISTING

EA EACH

E.B. EXPANSION BOLT

E.J. EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATION

ENCL ENCLOSE(URE)

EQ EQUAL

EQUIP EQUIPMENT

ESEW EMER. SHOWER & EYE WASH

EUH ELECTRIC UNIT HEATER

EWC ELECTRICAL WATER COOLER

EWH ELECTRIC WATER HEATER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN, FIRE DAMPER

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIXT FIXTURE

F/L FLOW LINE

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FPM FEET PER MINUTE

FRP FIBER REINFORCED PLASTIC

FT,' FOOT, FEET

FTG FOOTING

FPWH FREEZEPROOF WALL

HYDRANT

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GL GLASS

GPM GALLONS PER MINUTE

GSF GROSS SQUARE FEET

GYP BD GYPSUM BOARD

HB HOSE BIBB

HDR HEADER

HDWR HARDWARE

HID HIGH INTENSITY DISCHARGE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HT HEIGHT

HTR HEATER

HVAC HEATING VENTILATING & A/C

HW HOT WATER

HWY HIGHWAY

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

IECC INTERNATIONAL ENERGY

CONSERVATION CODE

IN, " INCHES

INCL INCLUDE(D)(ING)

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JT JOINT

KVA KILOVOLT - AMPERES

KW KILOWATT

L ANGLE

LAM LAMINATE

LAV LAVATORY

LT LIGHT

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MLP METAL LINER PANEL

MP METAL PANEL

MSB MOP SINK BASIN

MTD MOUNTED

MTL METAL

NEC NATIONAL ELECTRIC CODE

NSF NET SQUARE FEET

N NORTH

NIC NOT IN CONTRACT

NO OR # NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O.C. ON CENTER(S)

OD OUTSIDE DIAMETER

O.H. OPPOSITE HAND

OHD OVERHEAD

OPNG OPENING

OPP OPPOSITE

O.T.S. OPEN TO STRUCTURE

P/C PRECAST CONCRETE

PEMB PRE-ENGINEERED MTL BLDG

P/L PROPERTY LINE

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTD PAPER TOWEL DISPENSER

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RISER

R/A RETURN AIR

RB RUBBER BASE

RE: REFERENCE

REBAR REINFORCING BAR

RECPT RECEPTACLE

REINF REINFORCE(D)(ING)

REQ’D REQUIRED

RH RADIANT HEAT

RM ROOM

ROW RIGHT OF WAY

S SOUTH

SAN SANITARY

SC SEALED CONCRETE

SCHED SCHEDULE(D)

SD SOAP DISPENSER

SEC SECTION, SECOND

SF SQUARE FEET

SIM SIMILAR

SOG SLAB ON GRADE

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

S/S SERVICE SINK

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE(AL)

SUSP SUSPENDED

TA TOILET ACCESSORY

TBD TO BE DETERMINED

TD TOILET PAPER DISPENSER

TEL TELEPHONE

T&G TONGUE AND GROOVE

THK THICK

T.O. TOP OF

T.O.C TOP OF CONCRETE

T.O.ST. TOP OF STEEL

T.O.S TOP OF SLAB

T.O.W TOP OF WALL

TS STEEL TUBING

T-STAT THERMOSTAT

TYP TYPICAL

UNFIN UNFINISHED

UL UNDERWRITER LABORATORY

UON UNLESS OTHERWISE NOTED

UR URINAL

V VOLT

VAR VARIES, VARIABLE

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W WEST, WIDE

W/ WITH

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WO WHERE OCCURS

W/O WITHOUT

WP WATERPROOF(ING)

WR WATER RESISTANT

WT WEIGHT

X TIMES OR BY

STANDARD ABBREVIATIONS

DATE No. DESCRIPTION

W1 WALL TYPE TAG

A2.1

WINDOW TYPE TAG

SECTION CALL-OUT

ELEVATION CALL-OUT

DETAIL CALL-OUT

SYMBOLS

100% BID SET

99% CODE REVIEW

10/3/2023 85% CONSTRUCTION DOCUMENTS1

DRAWING INDEXDESIGN TEAM

COVER CODE INFORMATION & INDEX

ARCHITECTURAL:

A0.1 FINISH SCHEDULES & ELEVATIONS

A1.0 SITE PLAN

A2.0 DEMOLITION AND FLOOR PLANS

A2.1 FINISHES AND RCP PLANS

PLUMBING:

P0.0 PLUMBING GENERAL NOTES & LEGEND

P1.0 PLUMBING DEMO PLAN

P1.1 PLUMBING FLOOR PLAN

P1.2 PLUMBING VENT PLAN

P2.0 RISER DIAGRAM AND DETAILS

ELECTRICAL:

E 0.0 ELECTRICAL COVER SHEET

E 1.0 ELECTRICAL DEMOLITION PLAN

E 2.0 ELECTRICAL PLAN

E 3.0 ELECTRICAL ONE LINE

CODE INFORMATION

DEPARTMENT OF TRANSPORTATION

DOOR NUMBER TAG

SAP BUILDING NO # 1000/4/271

A3.0

A2.0

A2.0

D

49 KEYNOTE TAG

EXIT DIAGRAMHATCH LEGEND

TYPE DESCRIPTION

EXISTING WALL TO REMAIN

EXISTING TO BE DEMOLISHED

RIGID INSULATION

BATT INSULATION

DISCONTINUOUS FRAMING MEMBER

CONTINUOUS FRAMING MEMBER

WOOD WORK

METAL WALL PANEL, BEYOND

METAL WALL PANEL

METAL ROOF PANEL

STEEL

STAINLESS STEEL

GROUT FILLED MASONTRY

MASONRY

CAST-IN-PLACE CONCRETE

GRAVEL FILL

EARTH/COMPACTED SOIL

VICINITY MAP

DEPARTMENT OF TRANSPORTATION

TRAVEL PATH

APPLICABLE BUILDING CODES

THE FOLLOWING APPROVED BUILDING CODES AND STANDARDS HAVE BEEN ADOPTED BY

STATE BUILDINGS PROGRAMS (SBP) AS THE MINIMUM REQUIREMENTS TO BE APPLIED TO ALL

STATE-OWNED BUILDINGS AND PHYSICAL FACILITIES INCLUDING CAPITAL CONSTRUCTION

AND CONTROLLED MAINTENANCE CONSTRUCTION PROJECTS.

2021 INTERNATIONAL BUILDING CODE (IBC)

2021 INTERNATIONAL FIRE CODE (IFC)

2021 INTERNATIONAL MECHANICAL CODE (IMC)

2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2023 NATIONAL ELECTRICAL CODE (NEC)

2021 INTERNATIONAL PLUMBING CODE (IPC)

2021 INTERNATIONAL FUEL GAS CODE (IFGC)

THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS (NFPA)

THE 2017 EDITION OF ICC/ANSI A117.1, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

AREA OF BUILDING - 1,525 S.F.

RESTROOM SPACE - 319 S.F. X 2 = 638 S.F.

UTILITY ROOM - 237 S.F.

ENTRY AREA - 279 S.F.

OCCUPANCY - B OCCUPANCY

CONSTRUCTION - TYPE II NON RATED - NON SPRINKLERED

8 OCCUPANTS PER SIDE

8 MEN

8 WOMEN

45'-0" 45'-0"

12/24/2023

GENERAL NOTES

1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ESTABLISH LOCATION OF ALL PARTITIONS, OPENINGS, EQUIPMENT, ETC.

2. LARGER SCALE DRAWINGS AND DETAILS HAVE PRIORITY OVER SMALLER SCALE DRAWINGS.

3. CONTRACTOR SHALL NOTIFY THE CDOT REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS IN THE DRAWINGS AND/OR SPECIFICATIONS TO REQUEST AND RECEIVE AN INTERPRETATION OR CLARIFICATION FROM CDOT REPRESENTATIVE BEFORE PROCEEDING

WITH CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE PROCEEDING WITH CREATION OF SHOP DRAWINGS AND CONSTRUCTION.

5. AT ROOMS WITH FLOOR DRAINS (TOILET ROOMS, MECHANICAL ROOMS, ETC.), FLOOR SHALL SLOPE TO DRAIN. SLOPE NEW TILE AROUND

EXISTING DRAINS.

6. GYP BD IS 5/8 INCH THICKNESS U.O.N., PROVIDE TYPE "X" FIRE RATED GYP BD IF USED.

7. DO NOT PLACE MECHANICAL AND/OR ELECTRICAL DEVICES BACK TO BACK IN SOUND BARRIER PARTITIONS. ALL DEVICES TO BE PLACED IN

SEPARATE STUD SPACES WITH 8" O.C. MIN. SEPARATION.

8. IF SUBSTRATE IS DAMAGED WHEN TILE IS REMOVED, REMOVE THE ENTIRE SUBSTRATE ON THAT WALL, PROVIDE CEMENTITIOUS TILE BACKER BOARD AT ALL WALLS IN DIRECT CONTACT WITH WATER AND AT ALL WALLS SCHEDULED TO RECEIVE TILE. AT HUMID SPACES INCLUDING BUT NOT LIMITED TO TOILET ROOM WALLS, AND WALLS ADJACENT TO WATER FEATURES WHERE TILE IS NOT SCHEDULED

PROVIDE MOISTURE RESISTANT GYPSUM BOARD.

9. SINCE THIS IS A REMODEL, ALL EXISTING WALLS ARE DIMENSIONED TO THE FACE OF THE FINISHED MATERIAL.

10. NOTES TO "ALIGN" MEAN TO ALIGN FINISHED FACE OF PARTITION UNLESS OTHERWISE NOTED AND SHALL HAVE PRIORITY OVER

DIMENSIONED LOCATIONS,

11. PROVIDE WOOD BLOCKING OR 20 GAUGE METAL BLOCKING AS SHOWN OR AS REQUIRED FOR ATTACHMENT OF WALL MOUNTED HARDWARE, TOILET ACCESSORIES, TOILET PARTITIONS, SINKS, GRAB BARS, MIRRORS ETC. AS MAY BE REQUIRED FOR THE SECURE

ATTACHMENT OF ADJOINING WORK.

12. PROVIDE STUDS OF GAUGE AND SPACING ADEQUATE TO SUPPORT APPLIED LOADS INCLUDING HAND-RAILS, KNEE WALLS, GRAB BARS, WALL-MOUNTED FIXTURES, ETC.

13. MAINTAIN 80" HEAD CLEARANCE BELOW ALL DUCTS AND SOFFITS THROUGHOUT THE BUILDING. AT ANY LOCATIONS THAT DO NOT MAINTAIN CLEARANCE, SUCH AS ACCESS UNDER STAIRS, CANE DETECTION SHALL PROVIDED IN ACCORDANCE WITH ADA.

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ROOM FINISH SCHEDULE

DESC.RM. FLR. BASE REMARKS

WALLS CEILINGS

ENTRY FT-1 B-1 9'-0".WT-1

SCHEDULE OF COLORS AND FINISHES

WALL TILE

WT-1 FIANDRE USA - FUME, 4"X12" GRAY TILE - GLOSSY, BULLNOSE TILE AT TOP

RUN TILE TO FLOOR - USE 12" SCHLUTER DILEX-AHK COVED BASE AT

FLOOR (NOT THE FINAL SELECTION)

GROUT: MAPEI 02 PEWTER

FLOOR TILE

FT-1 ARIZONA TILE - ERAMOSA - CLAY 12"X24" MATTE PORCELAIN TILE - GRAY

(NOT THE FINAL SELECTION)

B-1 USE 6" BASE OF THIS TILE AT WALLS WITH GYP. BD. USE 12" SCHLUTER

DILEX-AHK COVED BASE

GROUT: MAPEI 09 GRAY

PAINTING AND COATING

* PT-1 CEILING SHERWIN WILLIAMS SW7517 CHINA DOLL - EGG SHELL

PT-2 DOOR FRAMES AND DOORS: SHERWIN WILLIAMS MATCH THE EXISTING

GREEN PAINT - SEMI GLOSS

REMOVE ALL SIGNS, KICK PLATES, PUSH PLATES AND PULLS PRIOR TO

PAINTING. REINSTALL AFTER PAINTING

104 UTILITY ROOM

WOMEN'S RESTROOM FT-1 B-1

FT-1 B-1

FT-1 B-1

* USE DRY FALL PAINT

SEE ELEVATIONS FOR TILE HEIGHTS

GYP

BD

DRAWN BY:

SAP BUILDING #

DRAWING NUMBER

1000/4/271

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CDOT PROJECT NO.

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1 Men's Restroom Elevations 1/4" = 1'-0"2 Woman's Restroom Elevations

1/4" = 1'-0"

EXISTING GYP BD CEILING

NEW TILENEW TILE

NEW

SCHLUTER TRIM

EXISTING GYP BD CEILINGEXISTING GYP BD CEILING

NEW TILE

SCHLUTER TRIM

NEW TILE

NEW SCHLUTER TRIM

AT TOP OF TILENEW TILE

EXISTING TILE TO REMAIN

UPPER CEILINGUPPER CEILING

COVED BASE TILE

PAINT EXISTING FRAMES AND DOOR

COVED BASE TILE

PAINT EXISTING

FRAMES AND DOOR

NEW SCHLUTER TRIM

AT TOP OF TILE

9'- 0"

'-0

9'- 0"

3'- 6"

MI

RR

OR

10'-0"

MIRROR

3'- 0"

SO

AP

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MEN'S RESTROOM

WT-1 WT-1 WT-1 PAINT

CEILING

9'-0".WT-1 GYP

BDWT-1 WT-1 WT-1 PAINT

CEILING

9'-0".WT-1 GYP

BDWT-1 WT-1 WT-1 PAINT

CEILING

9'-0".WT-1 GYP

BDWT-1 WT-1 WT-1 PAINT

CEILING

2'-

3'-

5"

1'-

TOILET

TOILET PAPER

DISPENSER

4'-0"

1'- 6"

12" MAX

2'-

3'-

5"

1'-

TOILET

TOILET PAPER

DISPENSER

4'-0"

1'- 6"

12" MAX

3'- 5"

EXISTING TOILET

1'- 6"

3 Annex Restroom elevation 1/4" = 1'-0"

EXISTING BARS

3'-4"

NEW

GRAB BAR

PROVIDE BACKING IN WALL

FOR THIS INSTALLATION

PARTITION

24" MIN.

4 Front approach sink 1/4" = 1'-0"

LAVATORY

2'-

2'- 3"

M

IN 8"

MIN

9" MI

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MIN

REST

ROOM

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REST

ROOM

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1 EXISTING SITE PLAN

1/4" = 1'-0"

REF

DRAWN BY:

SAP BUILDING #

DRAWING NUMBER

1000/4/271

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ANNEX RESTROOM BUILDING, SEE

PLUMBING DRAWINGS FOR

MODIFICATIONS

ADD VERTICAL GRAB BAR TO EACH OF

THE TWO RESTROOMS IN THIS BUILDING

MAINTENANCE BUILDING, NOT IN

CONTRACTMAINTENANCE BUILDING, NOT IN

CONTRACT

SAW CUT CONCRETE AT THIS AREA,

COORDINATE WITH PLUMBING FOR PIPE

LOCATION.. INSTALL NEW CONCRETE TO

MATCH EXISTING CONCRETE

THICKNESS, ELEVATION, COLOR AND

FINISH. INSTALL REBAR DOWELS 6" O.C.

INTO EXISTING CONCRETE SLAB

WOMEN'S

RESTROOM

MEN'S

01 INSTALL NEW TOILET USE ADA TOILETS IN

THE HC STALL

02 INSTALL NEW URINALS AS SHOWN ON PLAN,

SEE PLUMBING FOR SPECIFICATIONS.

PROVIDE ONE URINAL AT ACCESSIBLE HT

03 INSTALL NEW ACCESSIBLE HAND SINK.

04 INSTALL NEW MIRROR.

05a INSTALL NEW ELECTRIC WATER COOLER

INSTALL AT HANDICAP ACCESSIBLE HEIGHT.

05b INSTALL NEW ELECTRIC WATER COOLER

WITH BOTTLE FILLER, INSTALL REGULAR

HEIGHT.

06 INSTALL NEW TOILET/URINAL PARTITIONS.

07 INSTALL NEW TOILET ROOM TOILET PAPER

DISPENSERS

08 INSTALL NEW PAPER TOWEL DISPENSER

09 INSTALL GRAB BARS PROVIDE BACKING FOR

THE INSTALLATION

10 INSTALL NEW SOAP DISPENSER

11 INSTALL TRASH RECEPTACLE

01 REMOVE EXISTING TOILETS, DISCONNECT

ALL PLUMBING PIPING AND REFER TO THE

PLUMBING DRAWINGS FOR EXTENT OF

DEMOLITION

02 REMOVE EXISTING URINALS, DISCONNECT

ALL PLUMBING PIPING AND REFER TO THE

PLUMBING DRAWINGS FOR EXTENT OF

DEMOLITION

03 REMOVE EXISTING MOP SINK, DISCONNECT

ALL PLUMBING PIPING AND REFER TO THE

PLUMBING DRAWINGS FOR EXTENT OF

DEMOLITION

04 REMOVE EXISTING PARTITION WALLS AND

DOORS AS SHOWN ON THE PLAN.

05 REMOVE EXISTING SINK, DISCONNECT ALL

PLUMBING PIPING AND REFER TO THE

PLUMBING DRAWINGS FOR EXTENT OF

DEMOLITION

06 REMOVE EXISTING WATER COOLER,

DISCONNECT ALL PLUMBING PIPING AND

REFER TO THE PLUMBING DRAWINGS FOR

EXTENT OF DEMOLITION

07 REMOVE EXISTING FLOOR TILE

THROUGHOUT THE RESTROOMS PREP

CONCRETE SLAB FOR NEW TILE.

08 REMOVE EXISTING WALL TILE, SEE

ELEVATION FOR EXTENT OF DEMOLITION.

DEMOLITION NOTE LIST:FLOOR PLAN NOTE LIST:

WOMEN'S

RESTROOM

MEN'S

ACCESSED WITH

LADDER IN THIS ROOM

SAW CUT AS NECESSARY TO TRENCH DOMESTIC WATER LINE

TO EXISTING ANNEX RESTROOMS SEE PLUMBING FOR PIPE LOCATION

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1 DEMOLITION MULTI USE RESTROOMS

1/4" = 1'-0"

REF

DRAWN BY:

SAP BUILDING #

DRAWING NUMBER

1000/4/271

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2 FLOOR PLAN MULTI USE RESTROOMS

1/4" = 1'-0"

REF

0808 09

05a 05b

5' -0

1 2" 3'

-1

3' -1

3'

-1

3' -1

5'-8"

5' -0

1 2" 3'

-1

2' -1

11 2" 2'

-1 11 2"

2' -1

11 2"

5'-8"

TYP

2'-0"

2' -7

4'

-0

4' -0

2'

-5

2' -7

4'

-0

4' -0

DEMO SLAB AS NECESSARY

TO REPLACE PLUMBING PIPE

SEE PLUMBING DRAWINGS

FOR EXTENT

0808 10 10

8" 8"

TOE SPACE

TOE SPACE

FINISHES:

FLOOR TILE (FT-1)

WALL TILE (WT-1)

WALL PAINT (WP-1)

EQUIPMENT:

MIRRORS:

MANUFACTURER MODEL SIZE GROUT NOTE

ARIZONA TILE PORCELAIN TILE / MATTEERAMOSA - CLAY 12"X24"

PAPER TOWEL DISPENSER:

TOILET PAPER DISPENSER:

ONE PER TOILET - STAINLESS STEEL DOUBLE ROLL SURFACE MOUNTED - SEE SPECIFICATIONS

SOAP DISPENSER: ONE STAINLESS STEEL DISPENSER PER LAVATORY FOR LIQUID SOAP,

MOUNT 8" ABOVE SINK - SEE SPECIFICATIONS

PAPER TOWEL RECEPTACLE, ONE PER RESTROOM

GRAB BARS: IN ADA STALLS ONLY, SEE SPECIFICATIONS

FIANDRE USA GLOSSY BULLNOSE TILE AT TOPFUME - GRAY 4"X12"

MULTI-USER RESTROOMS - FRAME-LESS SEE ELEVATION FOR SIZE - SEE SPECIFICATIONS

MULTI USER RESTROOMS - RELOCATED EXISTING STAINLESS STEEL DISPENSER AND TRASH

COVED BASE

WOMEN'S

RESTROOM

MEN'S

WOMEN'S

RESTROOM

MEN'S

ACCESSED WITH

LADDER IN THIS ROOM

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1/4" = 1'-0"

REF

FINISHES FLOOR PLAN

1/4" = 1'-0"

REF

DRAWN BY:

SAP BUILDING #

DRAWING NUMBER

1000/4/271

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CDOT PROJECT NO.

25422

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INSTALL NEW FLOOR TILE AS SHOWN,

SPECIFICATION TBD

COORDINATE EXISTING DRAINS WITH

NEW TILE TO SLOPE NEW FINISHED

FLOOR TO DRAIN

EXISTING LIGHTS, SEE ELECTRICAL PLANS FOR SCOPEUPPER CEILING

EXISTING GYP. BD. CEILING NO WORKUPPER CEILING

EXISTING GYP. BD. CEILING NO WORK

LOWER CEILING

EXISTINGGYP. BD. CEILING - PAINT

EXTERIOR SOFFIT LIGHTS,

SEE ELECTRICAL DRAWINGS FOR SCOPE

LOWER CEILING

EXISTINGGYP. BD. CEILING - PAINT

REPLACE THE TILE ON THIS WALL

FLOOR TO CEILING

REPLACE THE TILE ON THIS WALL

FLOOR TO CEILING

REPLACE THE TILE ON THIS WALL

FLOOR TO CEILING IN THIS AREA,

SEE ELEVATIONS FOR OTHER TILE HEIGHTS

REPLACE THE TILE ON THIS WALL

SEE ELEVATION FOR EXTENT OF CHANGE

REPLACE THE TILE ON THIS WALL

SEE ELEVATION FOR EXTENT OF CHANGE

REPLACE THE TILE ON THIS WALL

FLOOR TO CEILING

REPLACE THE TILE ON THIS WALL

FLOOR TO CEILING

REPLACE THE TILE ON THIS WALL

FLOOR TO CEILING

REPLACE THE TILE ON THIS WALL

SEE ELEVATION FOR EXTENT OF CHANGE

REPLACE THE TILE ON THIS WALL

SEE ELEVATION FOR EXTENT OF CHANGE

PROVIDE LIGHTS AS SHOWN ON

THE ELECTRICAL DRAWINGS

PLUMBING NOTES

I. GENERAL

· THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND NOT INTENDED TO SHOW ALL TRANSITIONS, OFFSETS, ETC.

CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND PROVIDE ALL NECESSARY FITTINGS TO COMPLETE THE INTENT OF THE DRAWINGS. ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED TO THE

DESIGN ENGINEER FOR RESOLUTION.

· CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES AND NOTIFY ENGINEER IF ANY CONFLICTS OCCUR.

· CONTRACTOR SHALL REVIEW THESE DOCUMENTS CAREFULLY. CONTRACTOR SHALL CONTACT THREE SIXTY (360) ENGINEERING, INC. (303-940-2050), FOR RESOLUTION OF ANY DISCREPANCIES, OMISSIONS, OR CLARIFICATIONS, BEFORE BID DATE. IN THE EVENT THAT AN INTERPRETATION OF BID DOCUMENTS IS NECESSARY AFTER THE BID DATE, THE DECISION OF

360 SHALL BE FINAL AND BINDING.

· THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF ALL CHANGE ORDERS, WHICH THE OWNER AND ENGINEER

HAVE NOT APPROVED IN WRITING PRIOR TO THE EXECUTION OF THE ASSOCIATED WORK.

· IN THE CASE OF A CONFLICT, UNLESS OTHERWISE NOTED, KEYNOTES ON PLUMBING PLANS SHALL SUPERCEDE ANY GENERAL

NOTES ON THE PLANS.

II. PRODUCTS

· INTERIOR SOIL AND WASTE PIPING: SERVICE WEIGHT CAST IRON SOIL PIPE AND NO HUB FITTINGS OR DWV COPPER PIPE AND

FITTINGS WITH LEAD-FREE SOLDER JOINTS.

· VENT PIPING: SERVICE WEIGHT CAST IRON WITH STAINLESS STEEL NO HUB CONNECTORS OR DWV COPPER PIPE AND

FITTINGS WITH LEAD-FREE SOLDER JOINTS.

· DOMESTIC WATER LINES AND INDIRECT DRAIN LINES, NPS 4 AND SMALLER SHALL BE: HARD COPPER TUBE, ASTM B 88, TYPE L, WROUGHT SOLDER-JOINT FITTINGS; AND LEAD-FREE SOLDER.

· ABOVEGROUND, SOIL, WASTE, AND VENT PIPING NPS 4 AND SMALLER SHALL BE: HUBLESS, CAST-IRON SOIL PIPE WITH 4 BAND

STAINLESS STEEL NO HUB COUPLINGS.

· PIPING INSULATION: PREFORMED FIBERGLASS PIPE INSULATION. INSULATION JACKET SHALL BE FACTORY APPLIED KRAFT

PAPER WITH VAPOR BARRIER AND SELF-SEALING LAP.

· UNDERGROUND, SOIL, WASTE, AND VENT PIPING NPS 4 AND SMALLER SHALL BE: HUBLESS, CAST-IRON SOIL PIPE 4 BAND HEAVY DUTY STAINLESS STEEL NO HUB COUPLINGS, OR SOLID-CORE PVC PIPE, PVC SOCKET FITTINGS, AND

SOLVENT-CEMENTED JOINTS.

· BRONZE BALL VALVES: TWO-PIECE, FULL-PORT, LEAD-FREE BRONZE BALL VALVES WITH STAINLESS-STEEL TRIM.

III. EXECUTION

· ALL PLUMBING WORK SHALL COMPLY WITH LOCAL CODES AND ORDINANCES.

· INSULATE ALL COLD WATER AND INDIRECT WASTE PIPING WITH 1" PREFORMED FIBERGLASS PIPE INSULATION WITH A "K" FACTOR OF 0.23 MAXIMUM AT 75 °F MEAN TEMPERATURE. INSULATE ALL HOT WATER PIPING 1-1/4" AND SMALLER WITH 1" PREFORMED FIBERGLASS PIPE INSULATION WITH A "K" FACTOR OF 0.23 MAXIMUM AT 100 °F MEAN TEMPERATURE.

· PROVIDE DIELECTRIC UNIONS AT CONNECTIONS BETWEEN DISSIMILAR METALS, I.E., IRON VALVES AND COPPER TUBING.

· PROVIDE PIPE HANGERS OF THE SAME MATERIAL AS THE PIPING SYSTEM OR USE COATED HANGERS.

· PROVIDE BALL VALVES AND UNIONS ON ALL LINES TO EQUIPMENT FOR ISOLATION AND REMOVAL.

· PLUMBING CONTRACTOR SHALL CHECK OPERATION AND CONDITION OF ALL EXISTING PLUMBING EQUIPMENT WITHIN THE CONFINES OF THIS SPACE, AND PREPARE A WRITTEN LIST OF DEFICIENCIES IN EQUIPMENT OPERATION OR CONDITION. LIST

SHALL BE SUBMITTED TO GENERAL CONTRACTOR WITHIN 2 WEEKS OF CONTRACT AWARD DATE.

· THE CONTRACTOR SHALL USE XRAY/GROUND PENETRATING RADAR THROUGH THE FLOOR/SLAB ON GRADE AND OBTAIN

BUILDING OWNER APPROVAL BEFORE CUTTING ANY FLOOR PENETRATIONS.

· ALL PIPE PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED PER 2021 IBC.

· PROVIDE ADHESIVE, MULTICOLOR PIPE LABELS FOR ALL SYSTEMS. PROVIDE EVERY 50 FEET, AND EVERY 25 FEET IN

CONGESTED AREAS.

CIRCUIT SETTER

BALL VALVE

CHECK VALVE

2WAY ATC VALVE

3WAY ATC VALVE

BALANCING VALVE

BUTTERFLY VALVE

PLUMBING LEGEND

PRESSURE REDUCING VALVE

EXISTING ITEMS TO

CONNECTION TO EXISTING

BE DEMOLISHED

EXISTING ITEMS

SAFTEY RELIEF VALVE

BACK FLOW PREVENTER

NEW WORK

FLOOR CLEAN OUT

WALL CLEAN OUT

CAP

FLOOR SINK

FLOOR DRAIN

PIPING SERVICES

PIPING SYSTEM COMPONENTS

TEE UP

TEE DOWN

ELBOW DOWN

ELBOW UP

DOMESTIC HOT WATER RECIRC (HWC)

DOMESTIC COLD WATER (CW)

DOMESTIC HOT WATER (HW)

VENT (V)

WASTE BELOW (W)

DRAWING NOTATION

GATE VALVE

PLUG VALVE

BALL VALVE

VALVES

(N) NEW

(E) EXISTING

THREE WAY CONTROL VALVE

DN DOWN

FCO

WCO

DRAWING NUMBER

CDOT PROJECT NO.

25422

SAP BUILDING #

1000/X/XX

.00

.VX

XX

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WATER SUPPLY FIXTURE UNIT CALCULATION (CALCULATIONS BASED ON IPC TABLE E103.3(2))

FIXTURE

MAIN RESTROOM

WATER CLOSET (FLUSHOMETER)

URINAL

LAVATORY

MOP SINK

ELECTRIC WATER COOLER

ANNEX BUILDING RESTROOM

WATER CLOSET (TANK)

LAVATORY

TOTAL (w/o MAIN RR WC)

TOTAL

45 WSFU TOTAL -> 27.7 GPM. THE EXISTING SERVICE AND METER IS 1-1/2" AND CAN HANDLE A MAXIMUM FLOW RATE OF 65 GPM.

115 WSFU TOTAL -> 71.4 GPM. THE REMAINING WATER DEMAND IS SUPPLIED FROM WELL WATER IN PRESSURE TANKS.

NUMBER OF

INSTANCES

COLD (WSFU)

1.5 2.25 0.25

1.5

HOT (WSFU)

1.5 2.25

1.5

TOTAL LOAD (WSFU)

0.25

TOTAL LOAD (WSFU)

0.5

SANITARY DRAINAGE FIXTURE UNIT CALCULATION

(CALCULATIONS BASED ON IPC TABLE 709.1)

FIXTURE

MAIN RESTROOM

WATER CLOSET (FLUSHOMETER)

URINAL

LAVATORY

FLOOR DRAIN

MOP SERVICE BASIN

ELECTRIC WATER COOLER

ANNEX BUILDING RESTROOM

WATER CLOSET (TANK)

LAVATORY

FLOOR DRAIN

TOTAL

TWO LAVATORIES AND TWO WATER CLOSETS HAVE BEEN REMOVED. THE EXISTING MAIN IS ACCEPTABLE.

NUMBER OF

INSTANCES

DFU UNITS

2.0 0.5

TOTAL LOAD

TYP TYPICAL

P0.0

ANNEX RESTROOMS

WOMEN'S

RESTROOM

MECHANICAL

ROOM

MEN'S

RESTROOM

LOBBY

CITY WATER MAIN

TO IRRIGATION

LAVATORIES, DRINKING FOUNTAINS,

AND ANNEX BUILDING CONNECTED

TO CITY WATER ONLY

WATER CLOSETS AND URINALS

CONNECTED TO CITY AND WELL

WATER AS NEEDED

(E) WC

(E) LAV

(E) WC

(E) LAV

(TYP)6

DEMO KEY NOTES:

1. EXISTING WASTE MAIN TO REMAIN AND IS LOCATED WITHIN THE CRAWL SPACE (NOT SHOWN IN PLAN).

DEMO WASTE CONNECTIONS TO EXITING FIXTURES AND VERTICAL DROPS THROUGH FLOOR TO PVC P-TRAPS. CONTRACTOR SHALL INSPECT EXISTING PVC WASTE PIPING CONNECTING TO MAINS PRIOR

TO BID TO CONFIRM EXTENT, IF ANY, REPLACEMENT REQUIRED.

2. DEMO EXISTING VENT MAINS AND BRANCHES. VENT THROUGH ROOF TO REMAIN. CONNECTIONS TO

FIXTURES NOT SHOWN IN PLAN.

3. DOMESTIC WATER MAINS TO REMAIN AND SEGMENTS REPLACED AS NEEDED WHERE LEAKS ARE PRESENT. CONTRACTOR SHALL INSPECT EXISTING PIPING PRIOR TO BID TO CONFIRM EXTENT OF

REPLACEMENT. DEMO DOMESTIC WATER BRANCHES TO EXITING FIXTURES. CONNECTIONS TO

FIXTURES NOT SHOWN IN PLAN.

4. EXISTING WATER HEATER, PRESSURE TANKS, AND ASSOCIATED PIPING (FOR FILLING, AND SUPPLY TO

NON-POTABLE FIXTURES AND IRRIGATION) TO REMAIN.

5. DEMO AND CAP HOT WATER CONNECTION TO ANNEX BUILDING RESTROOMS.

6. DEMO ALL FLOOR DRAIN HEADS (TYP). DEMO TRAP GUARDS AS REQUIRED (TYP).

7. DEMO ALL EXISTING FIXTURES AND ACCESSORIES WITHIN RESTROOM.

SCALE: 3/8" = 1'-0"

PLUMBING PLAN - DEMO1

P1.0 DRAWING NUMBER

CDOT PROJECT NO.

25422

SAP BUILDING #

1000/X/XX

.00

.VX

XX

X

DRAWN BY: AP

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P1.0

RESTROOM

MECHANICAL

ROOM

MEN'S

RESTROOM

LOBBY

L-1

WC-1

WC-2

WC-1

U-1

U-1

U-1

EWC-1

WC-2

WC-2

WC-2

WC-2

EWC-1

HB-1 HB-1

L-1

L-1

CP-1

MSB-1

CITY WATER ONLY

CITY OR

WELL

WATER

L-1

L-1

L-1

1/ 2"

H W

C

1/ 2"

H W

C

(E) WC

7EWH-1

(E) WC

(E) LAV(E) LAV

(E) FD (E) FD

1-1/4" CW

1" C

W 1"

C W

1" C

W 1"

C W

(TYP)

CP-2

3/4" HW 1111

DOMESTIC KEY NOTES:

1. CONNECT NEW FIXTURES TO EXISTING COLD WATER, AND HOT WATER MAINS WITH NEW BRANCH

PIPING.

2. REPLACE DOMESTIC MAINS SEGMENTS AS NEEDED WHERE LEAKS ARE PRESENT. CONTRACTOR SHALL

INSPECT EXISTING PIPING PRIOR TO BID TO CONFIRM EXTENT OF REPLACEMENT.

3. LAVATORIES, ELECTRIC WATER COOLERS, AND ANNEX RESTROOM FIXTURES TO BE CONNECTED MATCHING EXISTING CONDITION: CONNECT TO CITY WATER ONLY, DO NOT CONNECT TO EXISTING

NON-POTABLE WELL WATER FED INTO PRESSURE TANKS.

4. URINALS, WATER CLOSETS, AND MOP SERVICE BASIN TO BE CONNECTED MATCHING EXISTING CONDITION: USE CITY WATER WHEN SUFFICIENT PRESSURE IS AVAILABLE BUT SWITCH TO WELL

WATER WHEN REQUIRED TO ENSURE NEW LAVATORIES AND ELECTRIC WATER COOLERS GET

PRIORITY ACCESS TO CITY WATER.

5. PROVIDE AND INSTALL NEW HOT WATER RECIRCULATION PUMP WITH 1/2" HWC PIPE MAIN TO SERVE NEW LAVATORIES. PROVIDE AND INSTALL CIRCUIT SETTERS ON EACH NEW 1/2" HWC BRANCH TO

LAVATORY, SET TO 0.5 GPM.

6. ROUTE NEW 1-1/4" CW FROM CITY WATER TO SUPPLY ANNEX BUILDING'S RESTROOMS. SAW CUT THROUGH CONCRETE AND TRENCH TO ROUTE AT LEAST 3' BELOW GROUND TO PREVENT FREEZING.

7. PROVIDE AND INSTALL TANK TYPE ELECTRIC WATER HEATER HUNG FROM STRUCTURE. LOCATE IN

STORAGE ROOM BETWEEN RESTROOMS.

8. PROVIDE AND INSTALL ONE (1) WATER HAMMER ARRESTER SIZE "C" WITHIN 6'-0" UPSTREAM OF THE

LAST WATER CLOSET ON EACH SIDE OF THE PLUMBING CHASE.

9. NEW 1" CW RISE IN CHASE TO SUPPLY TWO EXISTING TANK TYPE WATER CLOSETS, TWO EXISTING

LAVATORIES, AND WATER HEATER.

10. PROVIDE SHUT-OFF VALVE ON WATER SUPPLY TO HOSE BIBB.

11. PROVIDE CIRCUIT SOLVER ON HWC, SET TO 0.5 GPM.

SCALE: 3/8" = 1'-0"

PLUMBING PLAN - NEW - DOMESTIC1

P1.1

DRAWING NUMBER

CDOT PROJECT NO.

25422

SAP BUILDING #

1000/X/XX

.00

.VX

XX

X

DRAWN BY: AP

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751 Pine Ridge Rd. Suite 360 Golden, CO. 80403 303-940-2050 23-032A

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P1.1

RESTROOM

MECHANICAL

ROOM

MEN'S

RESTROOM

LOBBY

L-1

WC-1

WC-2

WC-1

U-1

U-1

U-1

EWC-1

FD-1

FD-1

FD-1

FD-1

FD-1

FD-1 FD-1

FD-1

FD-1

WC-2

WC-2

WC-2

WC-2

EWC-1

L-1

L-1

FD-1

FD-1

MSB-1

FD-1FD-1

L-1

L-1

L-1

(TYP)

(TYP)

2" V

2" V

(E) WC (E) WC

(E) LAV (E) LAV

(E) VTR

FD-1

FD-1

FD-1

(E) FD (E) FD

2 (TYP)

3 (TYP)

W&V KEY NOTES:

1. PROVIDE AND INSTALL NEW BRANCH WASTE PIPING TO CONNECT NEW FIXTURES TO EXISTING

WASTE MAIN. EXISTING WASTE MAIN LOCATED IN THE CRAWL SPACE (NOT SHOWN).

2. CONTRACTOR TO VERIFY EXACT WASTE CONNECTION LOCATIONS. VENT CONNECTIONS

LOCATED IN PLAN AT EXISTING WASTE DROPS THROUGH FLOOR.

3. REPLACE VERTICAL WASTE DROPS TO PVC P-TRAPS. CONTRACTOR SHALL INSPECT EXISTING

PIPING PRIOR TO BID TO CONFIRM EXTENT OF REPLACEMENT.

4. REPLACE ALL FLOOR DRAIN HEADS FOR EXISTING FLOOR DRAINS (TYP). REPLACE TRAP GUARDS

AS REQUIRED (TYP).

5. RECONNECT NEW VENT TO EXISTING VENT THRU ROOF. ALL VENT PIPING SHALL BE NEW BELOW

THE ROOF.

SCALE: 3/8" = 1'-0"

PLUMBING PLAN - NEW - VENT1

P1.2

DRAWING NUMBER

CDOT PROJECT NO.

25422

SAP BUILDING #

1000/X/XX

.00

.VX

XX

X

DRAWN BY: AP

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P1.2

SCALE: NTS

LOCAL MIXING VALVE WITH RECIRCULATION DETAIL3

P2.0

WALL HUNG LAVATORY

1/2" TEMPERED WATER TO FAUCET

1/2" CW SUPPLY W/ STOP VALVE

1/2" HW SUPPLY

WASTE

TAILPIECE

1/2" CW TO FAUCET

LEONARD MODEL #270-LF 1/2"

THERMOSTATIC TEMPERING

VALVE SET AT 110° F

PLUMBING FIXTURE SCHEDULE

TAG

WC-1

WC-2

U-1

L-1

MSB-1

FD-1

EWC-1

HB-1

REMARKS:

1.

2.

3.

4.

5.

6.

7.

8.

9.

DESCRIPTION

WATER CLOSET- FLOOR MOUNTED

(ADA)

WATER CLOSET- FLOOR MOUNTED

URINAL

(ADA)

LAVATORY- WALL HUNG

(ADA)

MOP SERVICE BASIN

FLOOR DRAIN

ELECTRIC WATER COOLER (ADA)

SURFACE MOUNTED W/ BOTTLE HI/LOW

HOSE BIBB

LOOSE KEY ANGLE STOP, STAINLESS STEEL BRAIDED SUPPLIES

PROVIDE WITH MOUNTING HARDWARE TO SECURE INTO EXISTING WALL.

17 GA. P-TRAP, LOOSE KEY ANGLE STOPS, STAINLESS STEEL BRAIDED SUPPLIES

PROVIDE WITH BATTERY POWERED FLUSH VALVE WITH MANUAL OVERRIDE

PAIL HOOK, WALL BRACKET, THREAD END, VACUUM BREAKER, INTEGRAL CHECKS & SHUTOFF STOPS

PROVIDE LEONARD #270-LF MIXING VALVE IN PLUMBING CHASE. (ASSE 1070 RATED)

PROVIDE WITH TRAP GUARD TO MATCH EXISTING CONDITION

MOUNT FLUSH WITH FLOOR

BATTERY POWERED FAUCET

MANUFACTURER

TOTO

TOTO

TOTO

AMERICAN

STANDARD

FLORESTONE

ZURN

ELKAY

CHICAGO

MODEL NUMBER

CST 744EL#01

CST 744EL#01

UT447E#01

DECORUM

9024.004EC

MSR2424

7415B

LMABFTL8WSLK

952-CP

3/4"

FINISH

WHITE

WHITE

COTTON

WHITE

WHITE

CAST IRON

STAINLESS

STEEL

CHROME

PLATED

MANUFACTURER

TOTO

TOTO

SLOAN

AMERICAN

STANDARD

CHICAGO

10.

11.

12.

13.

14.

15.

16.

17.

18.

MODEL NUMBER

SC534#01

SC534#01

8186-0.125

7385.058

445-897SRXKCCP

PROVIDE WITH TRUEBRO #103 E-Z P-TRAP AND SUPPLIES INSULATION KIT

VANDAL PROOF

SEE ARCHITECTURAL PLANS FOR MOUNTING HEIGHT

PROVIDE WITH HOSE AND HOSE BRACKET, MOP HANGER, SS WALL GUARD

PROVIDE WITH 3-PACK OF FILTERS FOR OWNER STOCK

COORDINATE LENGTH WITH EXISTING WALL

VACUUM BREAKER

ASSE 1052 RATED

WITH ENCLOSED WALL MOUNTED BOX

FINISH

WHITE

WHITE

CHROME

CHROME

CHROME

GPM/GPF

1.28

1.28

0.125

0.5

2.2

ELECTRICAL

115/60/1

5 AMPS

REMARKS

1,2,4,12

2,3,6,9,10,12

5,13

7,8

2,3,11,14

15,16,17,18

PLUMBING FIXTURE CONNECTION SCHEDULE

TAG

WC-1

WC-2

U-1

L-1

MSB-1

FD-1

EWC-1

HB-1

REMARKS:

1.

CW

[IN.]

1"

1"

3/4"

1/2"

1/2"

1/2"

3/4"

CONNECT HOT WATER RECIRUCLATION TO HOT WATER LINE PER IECC TABLE C404.5.1

HW

[IN.]

1/2"

1/2"

3/4"

HWC

[IN.]

1/2"

WASTE

[IN.]

4"

4"

2"

2"

3"

2"

2"

VENT

[IN.]

2"

2"

1-1/2"

1-1/2"

2"

2"

1-1/2"

REMARKS

RECIRCULATION PUMP SCHEDULE

GENERAL

TAG

CP-1

CP-2

NOTES:

1.

2.

MANUFACTURER

BELL & GOSSETT

BELL & GOSSETT

LEAD FREE BRONZE

PROVIDE WITH AQUASTAT AND TIMECLOCK TO RUN DURING OCCUPIED HOURS

MODEL#

PL-30

PL-30

PERFORMANCE

FLOW

[GPM]

3.5

HEAD

[FT.]

ELECTRICAL

POWER

[HP]

1/12 1/12

VOLTAGE

[V]

PHASE

FREQUENCY

[HZ]

FLA

1.4 1.4

SPEED

[RPM]

NOTES

1,2 1,2

(E) VTR

FD-1

FD-1

FD-1

FD-1

FD-1

FD-1

FD-1

FD-1

FD-1

EWC-1

EWC-1

L-1

L-1

L-1

L-1

L-1

L-1

U-1

U-1

U-1

WC-2

WC-1

WC-2

WC-1

WC-2

WC-2

WC-2

SCALE: NTS

WASTE AND VENT ISOMETRIC1

P2.0

DRAWING NUMBER

CDOT PROJECT NO.

25422

SAP BUILDING #

1000/X/XX

.00

.VX

XX

X

DRAWN BY: AP

PR

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C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

Ph on e:

-7

-9

-5

-5

D

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751 Pine Ridge Rd. Suite 360 Golden, CO. 80403 303-940-2050 23-032A

LZ

C O

N

ST

R U

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TI

O N

D O

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/1 5/

BU

IL

D

IN

G D

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F O

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7/

WASTE IS LOCATED IN THE CRAWL SPACE AND NOT

FULLY VISIBLE DURING SITE VISIT. CONTRACTOR TO

VERIFY EXISTING CONNECTIONS ON SITE.

RESTROOM

PLUMBING CHASE

SCALE: NTS

HORIZONTAL IN-LINE PUMP DETAIL2

P2.0

PIPE HANGERS - PROVIDE DOUBLE DEFLECTION

NEOPRENE FOR FIRST TWO ON EACH

SIDE OF PUMP (SEE NOTE NO. 1)

STRAINERFLEXIBLE

CONNECTION

BALL VALVE (TYP.)

NOTES:

1. SUPPORT PUMP FROM PIPING ONLY. DO NOT SUPPORT PUMP FROM MOTOR.

BALANCING VALVE

CHECK VALVE

PRESSURE GAUGE (TYP.)

P & T PORT (TYP.)

ELECTRIC WATER HEATER SCHEDULE

TAG

EWH-1

REMARKS:

1.

MANUFACTURER

& MODEL

AO SMITH

DEL-6

PROVIDE WITH MAGNESIUM ANODE ROD

RECOVERY

GALLON

CAPACITY

HEIGHT

IN

16.0

DIAMETER

IN

15.0

OPER.

LBS.

ELECTRICAL

VOLTAGE

PHASE

KW

1.5

REMARKS

P2.0

FD-1

FD-1

FD-1

FD-1

FD-1

FD-1 2"

2"

2"

2"

2"

2"

2"

1- 1/

2"

1- 1/

2"

1- 1/

2"

1- 1/

2"

1- 1/

2"

1- 1/

2"

1- 1/

2"

1- 1/

2"

1- 1/

2"

1- 1/

2"

1- 1/

2" 2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

MSB-1

(E) VTR

2"

2"

WASTE CONNECTION TO

ANNEX BUILDING

RESTROOMS NOT SHOWN.

HWC

HW

CW

CIRCUIT

SETTER (0.5 GPM)

TOTAL PIPE LENGTH

BETWEEN HWC CROSSOVER

AND LAVATORY TO BE A

MAXIMUM OF 2 FEET PER

IECC.

W/ STOP VALVE

2"

SCALE: NTS

WATER HEATER INSTALLATION DETAIL4

P2.0

18 GA. GALVANIZED DRAIN PAN

TO BE A MINIMUM OF 4" DEEP

TANK AND PAN

SPACERS BETWEEN

A MINUMUM OF 1" ABOVE THE

BOTTOM OF THE PAN USING A

NON-COMBUSTIBLE MATERIAL.

1-1/4" PAN DRAIN CONNECT

HOT WATER OUT

SUSPEND PAN FROM

STRUCTURE WITH

NON-FERROUS

1/2" THREADED ROD

BALL VALVE (TYP)

COLD WATER IN

BETWEEN T/P OUTLET AND PAN

1" AIR GAP SEPARATION

UNION

P&T RELIEF VALVE

SPILL INTO PAN

WATER HEATER

SEE PLAN FOR SIZES

SUPPORT THE WATER HEATER

BALL VALVE

CHECK VALVE

ANTI-SIPHON

VACUUM RELIEF VALVE

HWC RETURN

PRESSURE GAUGE

UNION (TYP.)

THERMOMETER (TYP.)

CIRCUIT SETTER

Y-STRAINER

RECIRCULATION PUMP

INTO EXISTING WASTE PIPE

VIA HUB DRAIN WITH AIR GAP

SCALE:

MOUNTING HEIGHTS DETAIL 1

E0.0 N.T.S.

T

E0.0

E L

E C

T R

I C

A L

C

V

E R

S

H E

E T

DRAWN BY:

SAP BUILDING #

DRAWING NUMBER

XXXXX

D A

T E

N o

D E

S C

R I P

T I O

N

3-

7-

P R

O P

E R

TY

M

A N

A G

E M

E N

T

W

. H O

W A

R D

P L.

, F L

C ol or ad o D ep ar tm en t o f T ra ns po rta tio n

P ho ne

D E

N

VE

R , C

O

BJLV

C

O N

S T

R U

C T

I O

N

D

O C

S

N

S T

R U

C T

I O

N

D

O C

S 2 3

B

I D

T

D E

P A

R T

M E

N T

F

T

R A

N S

P O

R T

A T

I O

N

CDOT PROJECT NO.

XXXXX

E

XI

T

3, -7

A R

R

IB

A , C

O

LO

R A

D O

C D

O T

A R

R

IB

A R

E S

T A

R E

A A

E D

E S I G

N

I n t e g r a t e d

L i g h t i n g a n d

E l e c t r i c a l

S o l u t i o n s

W a z e e

S t r e e t

D e n v e r a e d e s i g n i n c c o m

P r o j e c t

03/27/2024

E1.0

L

E C

T R

I C

M

O L

I T

I O

N

P

L A

N S

DRAWN BY:

SAP BUILDING #

DRAWING NUMBER

XXXXX

D A

T E

N o

D E

S C

R I P

T I O

N

3-

7-

P R

O P

E R

TY

M

A N

A G

E M

E N

T

W

. H O

W A

R D

P L.

, F L

C ol or ad o D ep ar tm en t o f T ra ns po rta tio n

P ho ne

D E

N

VE

R , C

O

BJLV

C

O N

S T

R U

C T

I O

N

D

O C

S

N

S T

R U

C T

I O

N

D

O C

S 2 3

T

D E

P A

R T

M E

T

R A

N S

P O

R T

A T

I O

N

CDOT PROJECT NO.

XXXXX

E

XI

T

3, -7

A R

R

IB

A , C

O

LO

R A

D O

C D

O T

A R

R

IB

A R

E S

T A

R E

A A

E D

E S I G

N

I n t e g r a t e d

L i g h t i n g a n d

E l e c t r i c a l

S o l u t i o n s

W a z e e

S t r e e t

D e n v e r a e d e s i g n i n c c o m

P r o j e c t

SCALE:

ELECTRICAL DEMOLITION PLANS1

E1.0 1/4" = 1'-0"

NORTH 03/27/2024

E2.0

L

E C

T R

I C

P

A

N S

DRAWN BY:

SAP BUILDING #

DRAWING NUMBER

XXXXX

D A

T E

N o

D E

S C

R I P

T I O

N

3-

7-

P R

O P

E R

TY

M

A N

A G

E M

E N

T

W

. H O

W A

R D

P L.

, F L

C ol or ad o D ep ar tm en t o f T ra ns po rta tio n

P ho ne

D E

N

VE

R , C

O

BJLV

C

O N

S T

R U

C T

I O

N

D

O C

S

N

S T

R U

C T

I O

N

D

O C

S 2 3

T

D E

P A

R T

M E

T

R A

N S

P O

R T

A T

I O

N

CDOT PROJECT NO.

XXXXX

E

XI

T

3, -7

A R

R

IB

A , C

O

LO

R A

D O

C D

O T

A R

R

IB

A R

E S

T A

R E

A A

E D

E S I G

N

I n t e g r a t e d

L i g h t i n g a n d

E l e c t r i c a l

S o l u t i o n s

W a z e e

S t r e e t

D e n v e r a e d e s i g n i n c c o m

P r o j e c t

SCALE:

ELECTRICAL PLANS1

E2.0 1/4" = 1'-0"

NORTH 03/27/2024

SCALE:

ELECTRICAL ONE-LINE DIAGRAM1

E3.0 NONE

GROUNDING ONELINE DIAGRAM

ELECTRICAL DISTRIBUTION

SCALE:E3.0 NONE

E3.0

E L

E C

T R

I C

E

L

I N

E

S

C H

E D

U L

E S

DRAWN BY:

SAP BUILDING #

DRAWING NUMBER

XXXXX

D A

T E

N o

D E

S C

R I P

T I O

N

3-

7-

P R

O P

E R

TY

M

A N

A G

E M

E N

T

W

. H O

W A

R D

P L.

, F L

C ol or ad o D ep ar tm en t o f T ra ns po rta tio n

P ho ne

D E

N

VE

R , C

O

BJLV

C

O N

S T

R U

C T

I O

N

D

O C

S

N

S T

R U

C T

I O

N

D

O C

S 2 3

T

D E

P A

R T

M E

T

R A

N S

P O

R T

A T

I O

N

CDOT PROJECT NO.

XXXXX

E

XI

T

3, -7

A R

R

IB

A , C

O

LO

R A

D O

C D

O T

A R

R

IB

A R

E S

T A

R E

A A

E D

E S I G

N

I n t e g r a t e d

L i g h t i n g a n d

E l e c t r i c a l

S o l u t i o n s

W a z e e

S t r e e t

D e n v e r a e d e s i g n i n c c o m

P r o j e c t

03/27/2024