Attachment 15 - Plumbing_Drawings.pdf

CIRCUIT SETTER

HOSE BIBB

PETE'S PLUG

BALL VALVE

PRESSURE REDUCING VALVE

CHECK VALVE

GATE VALVE

VENT THROUGH ROOF

CLEANOUT

WALL CLEANOUT

FLUSH CLEANOUT OR SURFACE CLEANOUT

3"CO

UNIONVENT PIPING

HOT WATER CIRCULATION PIPING

HOT WATER PIPING

COLD WATER PIPING

AUTOMATIC OR MANUAL AIR VENT

FLOOR & FUNNEL DRAIN

FLOOR DRAIN

WASTE PIPING

PUMP

CIRCULATION PUMPPIPE SLOPE (DOWNWARD IN DIRECTION OF ARROW)

BRANCH - SIDE CONNECTION METER

BACKFLOW PREVENTER ASSEMBLY

3"WCO

3"CO

FUNNEL DRAIN

STRAINER W/ BLOWDOWN VALVE & 3/4" HOSE CONNECTION

PIPE OR DUCT BREAK (GRAPHIC ONLY - CONTINUOUS PIPE/DUCT)

M

BFP

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

SYMBOL LEGEND

PRESSURE REGULATING VALVE

CAPPED OUTLET

PLUG VALVE

TEMPERING VALVE

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

12" = 1'-0"

PJ001

463-301

DEC. 7, 2020 JB KT

LEGEND, ABBREVIATION

LIST, AND GENERAL

NOTES

MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

WCO WALL CLEANOUT

WC WATER COLUMN

W WASTE

W WATT

W/ WITH

VTR VENT THROUGH ROOF

VFD VARIABLE FREQUENCY DRIVE

VA UNITED STATES DEPARTMENT OF VETERAN'S AFFAIRS

V VENT

TYP TYPICAL

TS THERMOSTATIC

TEMP TEMPERATURE

RPM REVOLUSTIONS PER MINUTE

RP REDUCED PRESSURE

RL RAIN LEADER

PVC POLYVINYL CHLORIDE

PSI POUNDS PER SQUARE INCH

PRV PRESSURE REDUCING VALVE

PB PRESSURE BALANCE

ORL OVERFLOW RAIN LEADER

NPSHR NOMINAL PUMP SUCTION HEAD REQUIRED

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

N/A NOT APPLICABLE

MRT MEAN RADIANT TEMPERATURE

MIN MINIMUM

MFG MANUFACTURER

MCA MINIMUM CIRCUIT AMPACITY

MC MECHANICAL CONTRACTOR

MBH THOUSAND BRITISH THERMAL UNITS PER HOUR

MAX MAXIMUM

LBS POUNDS

KW KILOWATT

J-BOX JUNCTION BOX

INDW INDIRECT WASTE

IN INCH

HWC HOT WATER CIRCULATION

HW HOT WATER

HP HORSEPOWER

GPM GALLONS PER MINUTE

GPF GALLONS PER FLUSH

GPD GALLONS PER DAY

GC GENERAL CONTRACTOR

GAL GALLON

G GAS

FU FIXTURE UNITS

FT FEET

FD FLOOR DRAIN

FCO FLUSH CLEANOUT

EFF EFFICIENCY

EC ELECTRICAL CONTRACTOR

DN DOWN

DEG F DEGREES FAHRENHEIT

DC DOUBLE CHECK

CW COLD WATER

CV COEFFICIENT OF FLOW

COND CONDENSATE

CIRC CIRCULATION

CFH CUBIC FEE PER HOUR

BTU BRITISH THERMAL UNIT

BFP BACKFLOW PREVENTER

ASJ ALL SERVICE JACKET

AMP AMPERES

AG AIRGAP

ADA AMERICANS WITH DISABILITIES ACT

ABAAS ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

A/E ARCHITECT/ENGINEER

(E) EXISTING

°F DEGREES FAHRENHEIT

ABBREVIATIONS LIST GENERAL NOTES

1. PROVIDE SYSTEM STARTUP, TESTING, & ADJUSTMENTS OF INSTALLED SYSTEMS TO MEET PERFORMANCE

REQUIREMENTS INDICATED IN THE CONTRACT DOCUMENTS.

2. CONTRACTOR SHALL SUPPORT SYSTEM COMMISSIONING AND SHALL COORDINATE WITH PROJECT COMMISSIONING

AGENT.

3. CONTRACTOR SHALL PROVIDE ALL DOCUMENTATION REQUIRED TO SUPPORT SYSTEM COMMISSIONING.

4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND CONSTRUCTION FEES. FURNISH COPIES OF

ALL CONSTRUCTION PERMITS, FINAL APPROVED PERMITS, AND SIMILAR DOCUMENTS TO OWNER SHOWING

COMPLIANCE WITH CODE REQUIREMENTS.

5. PROVIDE ENERGY METERING DEVICES FOR NATURAL GAS SUPPLY. DATA SHALL BE ACCESSIBLE THROUGH THE

BUILDING MANAGEMENT SYSTEM.

6. LOCATE ALL VALVES, TRAPS, TEST PORTS, CONTROLS, CLEANOUTS, ETC. TO BE ACCESSIBLE FOR MAINTENANCE, ADJUSTMENT, & TESTING. PROVIDE ACCESS PANELS FOR ALL CONCEALED DEVICES. ACCESS PANEL LOCATIONS SHALL

BE COORDINATED WITH ARCHITECT.

7. ALL PIPING IN FINISHED ROOMS OR SPACES SHALL BE CONCEALED IN A FURRED CHASE OR ABOVE THE SUSPENDED

CEILING SYSTEM.

8. PROVIDE 10W/FT HEAT TRACE FOR ALL RAINLEADERS, STORM DRAIN PIPING, DOMESTIC WATER PIPING, & P-TRAPS IN

UNHEATED SPACES OR EXPOSED TO EXTERIOR ENVIRONMENT.

9. DISCHARGE TEMPERATURE OF PUBLIC LAVATORIES SHALL BE SET AT 104 DEGREES FAHRENHEIT MAXIMUM.

10. CONFIGURE HOT AND TEMPERED WATER CONNECTIONS TO LAVATORY FIXTURES SO THAT MAXIMUM UN-

RECIRCULATED PIPING LENGTH DOES NOT EXCEED 24” DEVELOPED LENGTH FROM RECIRCULATION CONNECTION TO

FIXTURE INLET.

11. UN-RECIRCULATED HOT AND TEMPERED WATER SYSTEM BRANCHES SHALL NOT EXCEED 25 FEET IN DEVELOPED

LENGTH.

12. ALL PRESSURES LISTED ARE GAGE PRESSURES UNLESS OTHERWISE NOTED.

13. PROVIDE SYSTEM FLUSHING CONNECTIONS THROUGHOUT DOMESTIC HOT, TEMPERED, AND COLD WATER SYSTEM.

FLUSHING CONNECTIONS SHALL HAVE ISOLATION VALVES AND HOSE CONNECTIONS TO ENABLE COMPLETE PIPE SYSTEM FLUSH WITH HIGH-TEMPERATURE WATER OR SANITIZING CHEMICALS. SYSTEM FLUSHING CONNECTIONS

LOCATED IN FINISHED AREAS SHALL BE CONCEALED BEHIND ACCESS PANELS.

14. PROVIDE SEISMIC SUPPORT AND ATTACHMENT FOR PIPING AND EQUIPMENT.

15. COORDINATE ALL PLUMBING WORK WITH OTHER TRADES TO INSURE PROPER AND ADEQUATE INTERFACE OF THEIR

WORK WITH THE WORK OF PLUMBING CONTRACTOR. PROVIDE COORDINATED SHOP DRAWINGS FOR APPROVAL PRIOR

TO FABRICATION AND INSTALLATION.

16. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 70 STANDARDS AND LOCAL REQUIREMENTS.

17. ALL FIELD WIRING SHALL REQUIRE AN ELECTRICAL PERMIT AND SHALL BE PERFORMED BY A LICENSED ELECTRICIAN.

18. A SHORT DASH IN A SCHEDULE TABLE CELL INDICATES THAT THE COLUMN HEADING IS NOT USED OR NOT APPLICABLE

TO THAT SCHEDULED ITEM.

19. MAINTAIN AND RESTORE (IF INTERRUPTED) ALL CONDUITS & CONDUCTORS, PIPING, & DUCTWORK PASSING THROUGH

RENOVATED AREAS AND SERVICING UNDISTURBED AREAS.

20. REMOVE ALL ABANDONED DUCTWORK, PIPING, CONTROLS, WIRING, ETC., WHERE ACCESSIBLE IN RENOVATED AREAS.

21. WHERE CONTROLS ARE DEMOLISHED, REMOVE WIRING BACK TO NEAREST CONTROL PANEL OR JUNCTION BOX.

REMOVE ACCESSIBLE CONDUIT, JUNCTION BOXES, ETC.

22. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR ALL EQUIPMENT AND COMPONENTS REMOVED DURING

DEMOLITION.

9'0 W

180'0 S

210'0 S

240'0 S

270'0 S

300'0 S

GLAZING NOT SHOWN ON PLANS

H O

S E

B

IB

B 150'0 S

180'0 S

210'0 S

240'0 S

270'0 S

300'0 S

9'0 W

T V

(E) 3/4" CW

(E) HB(E) RL DOWNSPOUT

(E) 4" RL

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

1/8" = 1'-0"

PD101

463-301

DEC. 7, 2020 Checker Author

PLUMBING DEMOLITION

PLAN

MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

- SCALE:PD101 1/8" = 1'-0"PD101

FIRST FLOOR PLUMBING DEMOLITION PLAN11

- SCALE:PD101 1/8" = 1'-0"PD101

SECOND FLOOR PLUMBING DEMOLITION PLAN22

S300

W9

W0

W32

W33

W34

S21

S22

S23

S270 S240 S210 S180 S150 S120 S90

S24 S25 S26 S27 S28

E31

E30

E29

3"ø RL

3"ø RL

6"ø ORL

SP-1

SP-2

6" UP TO FCO

6" RL I.E. -4.583' BELOW

FINISHED FLOOR. REFER TO

C3.0 FOR CONTINUATION

2"ø V 4"ø W 2"ø W

4"ø W

5'' RAINLEADER UP

TO FIRST FLOOR

6'' UP TO

DOWNSPOUT

2'' V UP TO

FIRST FLOOR

2'' V UP TO

FIRST FLOOR

2"ø W

2"ø W

2"ø V

3"ø W

2"ø W

4"ø W

4"ø W

4"ø W

2'' V UP TO

FIRST FLOOR

UP TO

FCO

2'' CW UP

4'' W UP SUMP PIT

4"ø RL

3'' RAINLEADER UP

TO FIRST FLOOR

4" UP

TO FCO

4" CAPPED WASTE STUB OUT

FOR FUTURE 1ST FLOOR

CONNECTIONS

I.E. -5.500'

4"ø V

3"ø ORL

1-1/2" G UP

1-1/2" G. REFER TO GS-104

FOR CONTINUATION

2" CW. REFER TO C5.0 FOR

CONTINUATION

3" W UP

6"ø RL

4"ø RL

4"ø W

2"ø V

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

1/8" = 1'-0"

PP101

463-301

DEC. 7, 2020 JB KT

FOUNDATION PLUMBING

PLAN

MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

- SCALE:PP101 1/8" = 1'-0"PP101

FOUNDATION PLUMBING PLAN11

TRUE

NORTH

PROJECT

NORTH

UP

FIRE

SPRINKLER

1A301

ELEVATOR

RM

1A300

STAIRS

STORAGE

1A401

CORRIDOR

C1-1A

CORRIDOR

C1-1B

INTERSTITIAL

SPACE

1A403

MECHANICAL

ROOM

1A402

S300

W9

W0

W32

W33

W34

S21

S22

S23

S270 S240 S210 S180 S150 S120 S90

S24 S25 S26 S27 S28

E31

E30

E29

3"ø W

UP TO FCO

FCO

CONNECT TO (E) 4" W STUB

FROM SECOND FLOOR

OVERFLOW

DOWNSPOUT

OVERFLOW

DOWNSPOUT

2" V UP

4" V

UP/DNFD-C

P-FD-S

FCO

WH-1 2"ø W

2"ø W

4"ø W

2"ø W

2"ø W

2"ø W

2"ø W

4"ø W 4"ø W 2"ø V

4"ø W

4"ø W

4"ø W4"ø W

4"ø W2"ø W 3"ø W

4"ø W

4"ø W

3"ø W

4"ø W

2"ø V

4"ø W

4"ø W

3"ø W

2"ø CW

FD-C

FD-C

FD-C

ET-3

ET-4

BFP-1

BFP-3

BFP-4

BFP-2

FD-M

4"ø W

UP TO

FCO

UP TO FCO

UP TO WCO

2"ø V

2"ø W

2"ø V

2"ø W

2"ø W

2"ø V

2"ø V

2"ø W

2"ø W

4"ø W 4"ø W

2'' V DN

SUMP PIT

FCO

2'' CW, 1'' HW, 1'' HWC

UP TO SECOND FLOOR

2'' V UP/DN

PP401

2'' V UP

ET-2

3" FCO

6" FCO

5"ø RL

4"ø RL

4"ø RL

4"ø RL

3" CO

2"ø W

4" FCO

PP501

5 (TYP)

PP501

3(TYP)

PP501

PP501

2"ø V

4"ø W

2"ø V

1-1/4" G DN

AS-2

AS-3

AS-1

2"ø W

2"ø W

2" CW DN

GAS PRESSURE

REGULATOR

HU-1

3" RL UP/DN

2" V DN

3" RL UP/DN

3" RL UP4" RL UP

5" RL DN

3" W DN

P-801

3/4" CW UP

P-801

P-801

3/4"ø CW

(E) 3/4" CW

(E) RELOCATED HOSE BIBB

PP502

FD-S

FD-S

PP501

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

1/8" = 1'-0"

PP102

463-301

DEC. 7, 2020 JB KT

FIRST FLOOR PLUMBING

PLAN

MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

- SCALE:PP102 1/8" = 1'-0"PP102

FIRST FLOOR PLUMBING PLAN11

TRUE

NORTH

UP

OFFICE

COUNSELOR

2A311

SUPERVISOR

OFFICE

2A313

CONSULTATION

OFFICE

2A317

CONSULTATION

OFFICE

2A321

CONSULTATION

OFFICE

2A329

SUPERVISOR

OFFICE

2A312

CONSULTATION

ROOM

2A306

EXAM

ROOM

2A308

EXAM

ROOM

2A309

MULTISTATION

WORK

ROOM

2A305

STORAGE

2A302

CORRIDOR

C2-2F

EXAM

2A330

EXAM

2A332

OFFICE

COUNSELOR

2A331

CONSULTATION

OFFICE

2A333

CONSULTATION

OFFICE

2A335

CONSULTATION

OFFICE

2A334

CONSULTATION

OFFICE

2A345

EXAM

2A348

PATIENT

TOILET

2A325

CORRIDOR

C2-2C

CORRIDOR

C2-2G

ELECTRICAL

2A400

GROUP

THERAPY

2A307

MULTISTATION

WORK

ROOM

2A304

CONSULTATION

ROOM

2A306

CONSULTATION

OFFICE

2A314

CORRIDOR

C2-2D

MH CHIEF

2A310

OFFICE

COUNSELOR

2A315

CONSULTATION

OFFICE

2A323

CONSULTATION

OFFICE

2A327

STAFF

TOILET

2A318

IT/DATA

2A351

TELEHEALTH

2A350

CONSULTATION

OFFICE

2A347

CONSULTATION

OFFICE

2A343

STAFF

TOILET

2A340

BREAK RM

2A339

MULTISTATION

WORK

ROOM

2A338

CONSULTATION

OFFICE

2A342

CONSULTATION

OFFICE

2A336

EXAM

2A346

CONSULTATION

OFFICE

2A344

PATIENT

TOILET

2A324

JANITOR

2A326

STOR.

2A328

WAITING

AREA

2A352

CHECK IN

2A353

CHECK

OUT

2A354

MULTISTATION

WORK

ROOM

2A319

SUPERVISOR

OFFICE

2A320

TELEHEALTH

2A349

CORRIDOR

C2-2E

STORAGE

2A341

CORRIDOR

C2-2C

STAIRS

OFFICE

COUNSELOR

2A322

ELEVATOR

P-3 CORRIDOR

C2-2B

CORRIDOR

C2-2A

S300

W0

W32

W33

W34

S21

S22

S23

S270 S240 S210 S180 S150 S120 S90

S24 S25 S26 S27 S28

E31

E30

E29

3"ø ORL

4"ø ORL

4"ø RL

3"ø ORL

3"ø RL

3"ø RL

2" V UP TO VTR

2" V UP TO VTR

4" V UP

TO VTR

3" UP TO

VTR

3" RL/ORL UP

TO P-930

3/4" CW UP

TO P-805

P-103

P-103

P-103

P-103

P-418

P-418

P-418

P-419

P-418

P-419

P-419

P-419

P-528

P-502

WCO

2"ø V

1"ø HW

1 1/4"ø CW

FD-C

FCO

FD-C

FD-C

FD-C

2"ø V

3/4"ø HWC

1"ø HW

1"ø HW

1 1/2"ø CW

3/4"ø HWC

2"ø CW

2'' V DN TO

FIRST FLOOR

2"ø V

3/4"ø HWC

2"ø V

2'' CW, 1'' HW, 1'' HWC DN

TO MECHANICAL ROOM

1"ø HWC

1"ø HW 2"ø CW

FCO

FCO

FCO

2'' V DN TO

FIRST FLOOR

3/4"ø HWC 3/4"ø HWC

3"ø RL

3"ø ORL

4" FCO

PP501

5 (TYP)

PP501

3(TYP)

PP501

7 (TYP)

3" RL/ORL DN

3" RL/ORL

UP

4" RL/OLR DN

3" RL/ORL UP

3" RL/ORL DN

3" RL/ORL UP

1 1/4"ø CW

3/4" CW DN

3/4"ø HW

P-418

P-418

3/4"ø HWC 3/4"ø HW

3/4"ø CW 2"ø V

3/4"ø COND

3/4"ø COND 3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND 3/4"ø COND 3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND 3/4"ø COND

3/4"ø COND 3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND 3/4"ø COND 3/4"ø COND

3/4"ø COND

3/4"ø COND

3/4"ø COND 3/4"ø COND

3/4"ø COND

3" RL/OLR DN

2"ø V

1 1/2"ø CW

1 1/4"ø CW

3/4"ø CW

3/4" CW DN

TO HB-1

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

1/8" = 1'-0"

PP103

463-301

DEC. 7, 2020 JB KT

SECOND FLOOR PLUMBING

PLAN

MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

- SCALE:PP103 1/8" = 1'-0"PP103

SECOND FLOOR PLUMBING PLAN11

TRUE

NORTH

PROJECT

NORTH

PLAN NOTES

1 1/2" COLD WATER, 1/2" HOT WATER, 2" VENT, 2" WASTE.

2 ROUTE 3/4" CONDENSATE FROM MECHANICAL EQUIPMENT TO

THIS LOCATION. PROVIDE AIR GAP FITTING WITH ACCESS

HATCH.

GENERAL NOTES

1 MECHANICAL EQUIPMENT SHOWN FOR REFERENCE. REFER TO

MECHANICAL HVAC DOCUMENTS AND SCHEDULES FOR

EQUIPMENT AND PRODUCT INFORMATION.

S300

W9

W0

W32

W33

W34

S21

S22

S23

S270 S240 S210 S180 S150 S120 S90

S24 S25 S26 S27 S28

E31

E30

E29

P-930P-930

P-930

P-930

4" VTR

3" VTR

3" VTR

4" VTR

P-805

PP501

7 (TYP)

PP501

2 (TYP)

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

1/8" = 1'-0"

PP104

463-301

DEC. 7, 2020 JB KT

ROOF PLUMBING PLAN MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

- SCALE:PP104 1/8" = 1'-0"PP104

ROOF PLUMBING PLAN11

TRUE

NORTH

ELEVATOR

RM

1A300

STORAGE

1A401

CORRIDOR

C1-1B

MECHANICAL

ROOM

1A402

W32 W33 W34

S21

HRU-1

B-3B-2

B-1

AS-1

ET-4

BT-1

PU-6A

PU-6B

BT-2

WSHP-2

BFP-4

BFP-1

BFP-3

BFP-2

WH-1

PU-9

PU-5B

PU-5A

PU-7

PU-4B

PU-4A

1"ø CW

1"ø CW

1"ø CW

2"ø CW

ET-3

PU-3PU-2

PU-1

FD-C

FD-C

FD-C

FD-M

FCO

ET-2

AS-3

AS-2

SUMP PIT, SP-1 AND SP-2

LOCATED WITHIN

4"ø W

2"ø CW

2'' CW, 1'' HW AND 1'' HWC

UP TO SECOND FLOOR

4'' RAINLEADER DOWN

TO FOUNDATION

2'' VENT DN

2"ø CW

1 1/4"ø CW

1"ø CW

1"ø CW

1"ø CW

1"ø CW

1"ø CW

1"ø CW

1"ø CW

1"ø CW 1"ø CW

1"ø CW

1"ø CW

2'' VENT UP TO

SECOND FLOOR

2'' VENT UP TO

SECOND FLOOR

SUMP PUMP

CONTROL PANEL

3" RAINLEADER

UP AND DOWN

WSHP-1

CP-1

3" FCO

2" FCO

1"ø G

1"ø G

1"ø G

1 1/2"ø G

1 1/4"ø G

LOCATION OF FUTURE WATER SOURCE

HEAT PUMPS FOR FIRST FLOOR

1-1/2" G DN

2" CW DN

3/4" CW UP 1 1/2"ø G

3/4"ø G

PU-8

3/4"ø CW

PP501

5 (TYP)

PP501

3(TYP)

PP501

100-TV-1

3/4"ø CW

3"ø W

HU-1

4"ø V

2"ø V

GAS METER

3/4"ø CW

P-801

RAINLEADER DOWNSPOUT

FD-S

FD-S

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

3/8" = 1'-0"

PP401

463-301

DEC. 7, 2020 JB KT

ENLARGED MECHANICAL

ROOM PLUMBING PLANS

MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

TRUE

NORTH

PROJECT

NORTH

- SCALE:PP401 3/8" = 1'-0"PP401

ENLARGED MECHANICAL ROOM PLUMBING PLAN11

GENERAL NOTES

1 MECHANICAL EQUIPMENT SHOWN FOR REFERENCE. REFER TO

MECHANICAL HVAC DOCUMENTS AND SCHEDULES FOR

EQUIPMENT AND PRODUCT INFORMATION.

PLAN NOTES

1 ROUTE CONDENSATE PIPING TO NEAREST FLOOR SINK.

2 ROUTE DRAIN AND CONDENSATE PIPING TO NEAREST FLOOR

SINK.

CHROME WALL COVER

AND SCREW

PLUGGED TEE

WITH CLEANOUT

FLOOR LINE

WASTE PIPE

PIPE INSULATION

PIPE HANGER

RIGID INSULATION

6" MIN

10" MIN

PIPE INSULATION

PIPE

THREADED ROD;

ATTACH TO STRUCTUREGALVANIZED METAL OR RUBBER SHIELD

BETWEEN HANGER AND INSULATION UP TO

CENTERLINE OF PIPE

LOCK NUT

TURNBUCKLE

STEEL STRAP

INSULATION

STEEL CLEVIS

DOMESTIC WATER PIPE 18 GA. SM SHEILD

RIGID INSULATION

PIPE HANGER

6" MIN

PIPE

THREADED ROD;

ATTACH TO STRUCTURE

PLASTIC PIPE

PROVIDE RUBBER OR GALVANIZED PIPE SHIELD TO

PROTECT PLASTIC PIPING (PIPE SHIELDS SHALL

SURROUND ENTIRE PIPE CIRCUMFERENCE)

PLASTIC PIPE

PROVIDE RUBBER OR GALVANIZED PIPE SHIELD TO

PROTECT PLASTIC PIPING (PIPE SHIELDS SHALL

SURROUND ENTIRE PIPE CIRCUMFERENCE)

PROVIDE RUBBER OR GALVANIZED

PIPE SHIELD TO PROTECT PLASTIC

PIPING (PIPE SHIELDS SHALL

SURROUND ENTIRE PIPE

CIRCUMFERENCE)

TURNBUCKLE

STEEL STRAP

PIPING (TYP)

LOCKING NUTS TOP

AND BOTTOM

PROVIDE INSULATION ON

PIPE MOUNTING STRAP

PIPE MOUNTING STRAP (TYP)

UNISTRUT CHANNEL

COORDINATE WITH

NUMBER OF PIPES

21-1/2" FLASHING

12" ALUMINUM BASE

FLANGE, BASE OF MVENT

NON-REINFORCED

SBS TARGET

DECK

INSULATION

BASE SHEET

FIELD SHEET

FLASHING

5" HEIGHT OF

ALUMINUM

VENT

5-1/2" BOOT HEIGHT

(BEFORE CUTTING)

6" I.D.

SANTOPRENE

BOOT

VENT PIPE

FLOOR

2" CW

AIRGAP FITTING

100-BFP-1

2"

1" TO INDIRECT DRAIN

AT FLOOR DRAIN (TYP)

NOTE:

RACK-MOUNT ALL RISER COMPONENTS TO WALL.

2'' DOMESTIC CW

TO FIXTURES

BFP

100-BFP-2

1"

1" TO SNOW MELT LOOP

MAKEUP WATER

BFP

AIRGAP FITTING

M

CW METER. REFER TO

CIVIL DOCUMENTS FOR

MORE INFORMATION.

AIRGAP FITTING

3/4" TO INDIRECT DRAIN AT

FLOOR DRAIN (TYP)

1" TO WATER SOURCE

LOOP MAKEUP WATER

BFP

100-BFP-3

2"

AIRGAP FITTING

3/4" TO INDIRECT DRAIN AT

FLOOR DRAIN (TYP)

1" TO BOILER LOOP

MAKEUP WATER

BFP

100-BFP-4

3/4" TO INDIRECT DRAIN AT

FLOOR DRAIN (TYP)

1"

1"

AFTER CONCRETE HARDENS (STEP #2)

DURING CONCRETE POUR (STEP #1)

DUCT TAPE

FLOOR DRAIN

BODY

PIPE

NOTE:

COMPLETE INSTALLATION OF FLOOR DRAIN AND

SETTING OF FINAL ELEVATION SHALL NOT BE

ALLOWED DURING INITIAL CONCRETE POUR

CUT 1-1/2" RIGID

INSULATION TO FIT.

ATTACH WITH DUCT

TAPE

FLASHING

COLLAR

FINISHED

GROUT

STRAINER

STRAINER

HEAD

VAPOR

BARRIER (TYP)

CONCRETE

BY GC CONCRETE

BY GC

FLOOR

DRAIN BODY

INSTALL STRAINER, STRAINER

HEAD, & FLASHING COLLAR

(SEE FINAL ELEVATION)

REMOVE AND STORE

STRAINER, STRAINER HEAD AND

FLASHING COLLAR

ROOF ASSEMBLY

PER ARCHITECTURAL

PRIMARY AND OVERFLOW

ROOF DRAIN

JUNCTION BOX

PER ELECTRICAL

HEAT TRACE, WRAP

AROUND PIPES INSIDE

INSULATION MINIMUM

10'

ROOF DRAIN

CONDUCTOR, SIZE PER

PLANS

CEILING

CLEANOUT

FLEXIBLE

COUPLING (TYP)

RAINLEADER AND OVERFLOW

RAINLEADER PIPING TO

COMBINE AT NEXT VERTICAL DROP.

WALL ASSEMBLY PER

ARCHITECTURAL DRAWINGS

OVERFLOW DOWNSPOUT NOZZEL

6' SELF LIMITING HEAT TRACE

INSULATION

SECURE PIPING TO STRUCTURE (TYP)

PIPE CHASE PER ARCHITECTURAL

J-BOX, SEE ELECTRICAL

PROVIDE ACCESS DOOR

INSTALL PIPE IN

CHASE, SEE

ARCHITECTURAL

SLEEVE AND SEAL

PENETRATION (TYP)

SPLASH BLOCK

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

12" = 1'-0"

PP501

463-301

DEC. 7, 2020 JB KT

DETAILS MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

SCALE: NONEPP501

WALL CLEANOUT DETAIL11

SCALE: NONEPP501

PIPE SUPPORT55

SCALE: NONEPP501

VENT FLASHING DETAIL22

SCALE: NONEPP501

BACKFLOW PREVENTER INSTALLATION66

SCALE: NONEPP501

FLOOR DRAIN INSTALLATION DETAIL33

SCALE: NONEPP501

ROOF AND OVERFLOW DRAIN DETAIL77

SCALE: NONEPP501

OVERFLOW DOWNSPOUT NOZZLE DETAIL44

CATCH BASIN LID (W/ ACCESS

PANELS, FLUSH W/ GRADE)

LIFTING CABLE OR CHAIN

VALVE HANDLE EXTENSION

SLIDE RAIL SYSTEM

CATCH BASIN

4" DISCHARGE PIPE. -5.96' I.E.

GATE VALVE

UNION

QUICK DISCONNECT

CHECK VALVE

6" MINIMUM PEA GRAVEL

BEDDING BELOW CATCH BASIN

SP-1/SP-2

I.E. -6.75'

PUMP SHUTOFF

PUMP 1 ON

HIGH WATER ALARM

FLOAT

SWITCHES

INLET WASTE PIPE (TYP)

SPARE WIRE COILED UP (TYP)

2" VENT PIPE

CONNECT TO BUILDING

SANITARY VENT PIPING

SYSTEM

ALARM/CONTROL CABINET

(LOCATED IN MECHANICAL ROOM)

2" CONDUIT AND

CONTROL WIRING

J-BOX

2" CONDUIT AND

CONTROL WIRING

NOTES:

PROVIDE COMPLETE SUMP PUMP SYSTEM INCLUDING (2) PUMPS, CHECK VALVE, QUICK DISCONNECT, UNION, SHUTOFF VALVE AND PIPING TO CONNECT ALL COMPONENTS TO SANITARY SEWER SYSTEM, CONTROL PANEL, FLOATS, AND WIRING. PROVIDE POWER AND CONTROL WIRING

AND CONDUIT FROM SUMP TO CONTROL/ALARM PANEL.

PROVIDE PRECAST CONCRETE CATCHBASIN, 3' X 3' X 7' INSIDE CLEAR DIMENSIONS (MINIMUM). CATCHBASIN SHALL BE TIED TO CONCRETE

FLOOR SYSTEM VIA REBAR, REFER TO STRUCTURAL DOCUMENTS FOR TIE-IN REQUIREMENTS.

PROVIDE 3' X 3' ACCESS HATCH WITH ANTI-SKID SURFACE, PNEUMATIC OR HYDRAULIC ASSIST, AND RECESSED LOCKING MECHANISM. HATCH

FRAME SHALL BE SET IN CONCRETE FLOOR SLAB.

PROVIDE PERMANENTLY-INSTALLED VALVE HANDLE EXTENSIONS FOR ALL OPERABLE VALVES IN CATCH BASIN. EXTEND VALVE HANDLE

OPERATOR(S) TO WITHIN 12"OF TOP OF CATCH BASIN.

NO JUNCTION BOXES OR WIRE SPLICES SHALL BE ALLOWED IN THE CATCH BASIN. WIRING SHALL BE CONTINUOUS BETWEEN DEVICES IN CATCH

BASIN AND MECHANICAL ROOM.

FLOAT SWITCH ELEVATIONS (IE):

HIGH WATER ALARM: -2.0'

PUMP 2 ON: -4.0'

PUMP 1 ON: -6.0'

PUMP SHUTOFF: -6.5'

I.E. -7.0'

PUMP 2 ON

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

12" = 1'-0"

PP502

463-301

DEC. 7, 2020 Checker Author

DETAILS MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

SCALE: NONEPP502

CATCH BASIN DETAIL11

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

PP601

463-301

DEC. 7, 2020 JB KT

SCHEDULES MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

THE PRODUCTS OR SERVICES IN THE BASIS OF DESIGN AND EQUIPMENT/PRODUCT

SCHEDULES ON THIS DRAWING WERE PURPOSELY SELECTED BY THE A/E TO MEET

THE OWNERS PROGRAMMING REQUIREMENTS AND ARE NOT BEING "SOLE-

SOURCED" BY THE VA UNLESS NOTED OTHERWISE. OTHER MANUFACTURERS WITH

EQUAL SALIENT CHARACTERISTICS, EQUAL QUALITY, EQUAL LEAD TIMES, AND

EQUAL MAINTENANCE COSTS MAY USE THOSE PRODUCTS OR EQUIPMENT TO BID

AND CONSTRUCT THE PROJECT. BIDDERS SHALL CONTACT THE A/E VIA THE VA

PROJECT CONTRACTING OFFICER DURING THE BID PHASE FOR APPROVAL OF THE

SUBSTITUTION REQUEST ON EACH ITEM. IN THE EVENT A CONTRACTOR IS

AWARDED THE PROJECT WITHOUT OBTAINING VA APPROVAL OF THE SUBSTITUTION

REQUEST DURING THE BID PHASE AND THE SHOP DRAWINGS AND SUBMITTALS OF

ALTERNATE MANUFACTURERS ARE NOT APPROVED BY THE A/E OR THE VA THEN

THE CONTRACTOR MUST INSTALL THE BASIS OF DESIGN PRODUCTS OR SERVICES

AT THE CONTRACTOR'S EXPENSE. NON-APPROVED PRODUCTS OR SERVICES ARE

AT THE CONTRACTOR'S RISK AND NO EQUITABLE ADJUSTMENT TO TIME OR MONEY

WILL BE MADE FOR COST DIFFERENCES BETWEEN APPROVED VERSUS NON-

APPROVED AFTER BIDDING HAS BEEN CLOSED. ALLOW SEVEN CALENDAR DAYS

BEFORE BIDS ARE DUE TO OBTAIN APPROVAL.

BASIS OF DESIGN NOTES

NOTES:

BFP-4 WATTS LF009 1.00 BOILER LOOP X X X 0.75 - - 12

BFP-3 WATTS LF009 1.00 WATER SOURCE LOOP X X X 0.75 - - 12

BFP-2 WATTS LF009 1.00 SNOW MELT LOOP X X X 0.75 - - 12

BFP-1 WATTS LF009 2.00 DOMESTIC WATER X X X 1.00 - - 30

SIZE (IN) RP DC AG (IN) INLET OUTLET (LBS)

SYMBOL MANUFACTURER MODEL LINE SERVICE TYPE AIRGAP WATER PRESSURE (PSI) WEIGHT NOTES

BACKFLOW PREVENTER SCHEDULE

NOTES:

P-710 WATTS LFE480 X - 1/2'' 1/2'' - - 0.50 4 104 LAVATORIES -

P-705 WATTS LFN170-M3 X - 1-1/4'' 1-1/4'' - 13.42 4 104 120 DOMESTIC HOT WATER 19.3

TS PB INLET OUTLET PRV MIN MAX TEMP ( °F) (LBS)

SYMBOL MANUFACTURER MODEL TYPE LINE SIZE (IN) CV FLOW (GPM) OUTLET SERVICE WEIGHT NOTES

TEMPERING VALVE SCHEDULE

6. PROVIDE WITH FUNNEL OPTION FIGURE 3581.

5. PROVIDE WITH HARDWIRED ELECTRICAL CONNECTION CONFIGURATION, INCLUDING TRANSFORMER.

4. PROVIDE WITH 1-1/4" TRAP & TAILPIECE.

3. PROVIDE WITH TEMPERING VALVE 100-P-710 AT EACH FIXTURE.

2. ALL LAVATORIES TO BE MOUNTED TO WALL WITH MANUFACTURERS' CARRIER AND STEEL BACKING PLATE.

1. INSTALL IN ACCORDANCE WITH ABAAS AND ADA REQUIREMENTS.

NOTES:

RD-1 ROOF AND OVERFLOW DRAIN ZURN 930/931 COMBINATION MAIN ROOF AND OVERFLOW DRAIN 3" - - - - - - - - - - ROOF -

FD-S FLOOR SINK JR SMITH 3450 16X16X12", CAST IRON, ACID RESISTANT PORCELAIN ENAMEL FINISH 4" - 2" - - - - - - - - FLOOR -

FD-M FUNNEL FLOOR DRAIN JR SMITH 2005 TYPE M, MEDIUM DUTY, SQUARE OR ROUND STRAINER WITH ADJUSTABLE FUNNEL STRAINER 2" - 2" - - - - - - - - FLOOR - 6

FD-C FLOOR DRAIN JR SMITH 2005 TYPE C, MEDIUM DUTY, SQUARE OR ROUND GRATE 2" - 2" - - - - - - - - FLOOR -

P-805 ROOF HYDRANT JR SMITH Z1388 FREEZE PROOF, EXPOSED HEAD, ROOF HYDRANT - - - - 3/4" - - - - - - ROOF -

P-801 WALL HYDRANT JR SMITH 5509QT FREEZE PROOF, 1/4 TURN LOCKED BOX - - - - 3/4" - - - - - - WALL -

FAUCET ZURN Z831B4-XL-HS SENSOR CONTROL, GOOSENECK SPOUT, CENTER MOUNTED

P-528 KITCHEN SINK KOHLER K-3894-4 SINGLE COMPARTMENT, SELF-RIMMING, BACK FAUCET LEDGE 2" - 2" 1/2" 1/2" 2.20 - 120 1 COUNTER - 3,5

FAUCET STERN-WILLIAMS T-10-VB WALL MOUNT FAUCET WITH VACUUM BREAKER, CHROME FINISH

P-502 SERVICE SINK STERN-WILLIAMS CRS-2210 TERAZZO, 28X28", CORNER FLOOR MOUNTED SINK, WALL MOUNT FAUCET 2" - 2" 3/4" 3/4" 2.50 - - - - - FLOOR -

P-419 LAVATORY BRADLEY LD-5010 TERREON DECK, 12X22" BASIN, SINGLE COMPARTMENT, SENSOR OPERATED ALL IN ONE WASHBAR 2" - 2" 1/2" 1/2" 0.50 - 120 1 WALL - 1,2,3,4,5

FAUCET SLOAN SF-2200-4-PLG-TEE SENSOR CONTROL, GOOSENECK SPOUT, CENTER MOUNTED

P-418 LAVATORY KOHLER K-2031 WALL MOUNTED 20X18" VITREOUS CHINA 2" - 2" 1/2" 1/2" 0.50 - 120 1 WALL - 1,2,3,4,5

FLUSH VALVE ZURN ZEMS6000AV-HET 1.28 GPF HARDWIRED SENSOR FLUSH VALVE

SEAT ZURN

P-103 WATER CLOSET ZURN Z5665-BWL-AM ADA, VITREOUS CHINA, FLOOR MOUNTED, SIPHON JET TYPE 4" - 2" - 1-1/2" - 1.28 - - - - FLOOR - 1

WASTE INDW VENT HW CW GPM GPF W AMP VOLT PHASE (LBS)

SYMBOL FIXTURE MANUFACTURER MODEL DESCRIPTION PLUMBING CONNECTIONS (IN) FLOW ELECTRICAL MOUNTING WEIGHT NOTES

PLUMBING FIXTURE SCHEDULE

3. PROVIDE WITH ALUMINUM JACKETING FOR ALL EXTERIOR LOCATIONS.

2. INSULATION REQUIREMENTS SHALL APPLY TO HEAT TRACED PIPING APPLICATIONS ALSO.

1. PROVIDE WITH PVC JACKETING IN ALL EXPOSED LOCATIONS (MECHANICAL ROOMS, UTILITY ROOMS, STORAGE ROOMS, ETC.).

GENERAL NOTES:

DRAINS AND TRAPS <40 0.20-0.26 75 0.5 1.0 1.0 1.0 1.5 FLEXIBLE ELASTOMERIC 1,2,3

CONDENSATE DRAIN 40-60 0.21-0.27 75 0.5 0.5 1.0 1.0 1.0 FIBERGLASS W/ ASJ 1,2,3

RAINLEADER 40-60 0.21-0.27 75 0.5 0.5 1.0 1.0 1.0 FIBERGLASS W/ ASJ 1,2

CW 40-60 0.21-0.27 75 0.5 0.5 1.0 1.0 1.0 FIBERGLASS W/ ASJ 1,2

HW, HWC 105-140 0.21-0.28 100 1.0 1.0 1.5 1.5 1.5 FIBERGLASS W/ ASJ 1,2

( °F) K FACTOR MRT ( °F) <1" 1" - 1-1/4" 1-1/2" - 3" 4" - 8" >8"

APPLICATION TEMP RANGE INSULATION CONDUCTIVITY NOMINAL PIPE SIZE (IN) TYPE NOTES

PIPE INSULATION SCHEDULE

1. ASME CONSTRUCTION.

NOTES:

ET-1 AMTROL ST-20-VC DOMESTIC HW EXPANSION TANK DIAPHRAGM 150 8.00 3.20 4.5 1

(PSI) TOTAL ACCEPTANCE (LBS)

SYMBOL MANUFACTURER MODEL SERVES TYPE CONFIGURATION PRESSURE VOLUME (GAL) WEIGHT NOTES

EXPANSION TANK SCHEDULE

2. PROVIDE WITH BACNET GATEWAY.

1. PROVIDE WITH MANUFACTURER'S CONDENSATE NEUTRALIZER KIT.

NOTES:

WH-1 AO SMITH BTX-80 50 76 68.5 90% 140 82.20 100 120 1 < 0.6 210 1,2

(GAL) INPUT OUTPUT TEMP (DEG F) GPH TEMP RISE VOLT PHASE KW (LBS)

SYMBOL MANUFACTURER MODEL CAPACITY GAS RATINGS (MBH) EFF DISCHARGE RECOVERY ELECTRICAL WEIGHT NOTES

GAS WATER HEATER SCHEDULE

NOTES:

SP-2 BELL & GOSSETT 2WF1034 SANITARY SUMP 48 - - 28 - 1800 1.00 - 2.90 460 3 X VERTICAL 11

SP-1 BELL & GOSSETT 2WF1034 SANITARY SUMP 48 - - 28 - 1800 1.00 - 2.90 460 3 X VERTICAL 11

CP-1 BELL & GOSSETT ECOCIRC 19-16 DOMESTIC CIRCULATION CIRC. PUMP 2 - - 10 - 2060 - 60 - 120 1 X INLINE -

GPM (DESIGN) GPM (MIN) GPD (FT) (FT) HP W AMP VOLT PHASE VFD MFG EC N/A (LBS)

SYMBOL MANUFACTURER MODEL SERVICE TYPE FLOW HEAD NPSHR RPM ELECTRICAL STARTER MOUNTING WEIGHT NOTES

PUMP SCHEDULE

BFP

BFP

BFP

BFP

FIRST FLOOR

SECOND FLOOR

(76 FU)

2A318

(5 FU)

FIRST FLOOR

SECOND FLOOR

ROOFROOF

P-103

2A318

(1 FU)

P-419

2A324

(5 FU)

P-103

2A324

(1 FU)

P-419

2A325

(1 FU)

P-419

2A325

(5 FU)

P-103

2A326

(3 FU)

P-502

2A330

(1 FU)

P-418

2A348

(1 FU)

P-418

2A346

(1 FU)

P-418

2A332

(1 FU)

P-418

2A339

(1.5 FU)

P-528

2A340

(1 FU)

P-419

2A340

(5 FU)

P-103

(6 FU)

(5 FU)(1 FU)

(1 FU)

(1.5 FU)

(1.5 FU)

(1 FU)

(1 FU)

(1 FU)

(1 FU)

(1 FU)

(1 FU)

(1 FU)

(1 FU)

(3 FU)

(3 FU)

(5 FU)(5 FU)(5 FU) (1 FU)

(1 FU)

(1 FU)

(1 FU)

(1 FU)

(1 FU)

(1 FU)

(7.5 FU)

(2 FU)

(12 FU)(13 FU)

(4 FU)(11 FU)(16 FU)

(2 FU)

(6 FU) (4 FU)

(29 FU) (4.5 FU)

(2 FU)

(2.5 FU)(5.5 FU)(11.5 FU)

(6 FU)(1 FU)

(37 FU)(14.5 FU)

(37 FU)

(14.5 FU)

(7 FU)(2 FU)

(APPROX. 36 FU)

(APPROX. 15 FU)

(30 FU)

(30 FU)

2A309

(1 FU)

P-418

(1 FU)

(1 FU)

2A308

(1 FU)

P-418

(1 FU)

(1 FU)

(8 FU)

(2 FU)

(2 FU)

(3 FU)

(2.5 FU)

P-801

(2.5 FU)

(1 FU)

P-801

(1 FU)

(1 FU)

P-801

(1 FU)

(10 FU)

WH-1

TV-1

ET-1

2" CW

CP-1

SEE CIVIL FOR

CONTINUATION

1" HWC

BFP-4

BFP-3

BFP-2

BFP-1

BOILER LOOP

MAKEUP WATER

WATER SOURCE LOOP

MAKEUP WATER

SNOW MELT LOOP

MAKEUP WATER

P-805

1" CW

1"1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

3/4"

3/4"

1"1"1" 1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

3/4"

1-1/4" CW

3/4" CW

1-1/4" CW1-1/4" CW

3/4" CW1-1/4" CW1-1/2" CW

3/4" HW

3/4" HW 3/4" CW

1-1/2" CW 3/4" HW

3/4" HW

3/4" HW3/4" HW1" HW

1" CW1/2" HW

2" CW1" HW

2" CW

1" HW

3/4" HWC 3/4" HWC

1-1/4" CW3/4" CW

2" CW

1" HW

1-1/4" HW

1-1/4" HW

1-1/4" CW

2" CW, 1" HW, 3/4" HWC

CAPPED FOR FUTURE

1/2"

1/2"

1/2"

1/2"

1" CW

3/4" CW

3/4" HW

3/4" HW

1"

3/4"3/4"1/2"

H-1

1-1/4" CW

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

12" = 1'-0"

PP701

463-301

DEC. 7, 2020 JB KT

PLUMBING DIAGRAMS MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

SCALE: NONEPP701

PLUMBING RISER11

1A402

FD-S

1A402

FD-M

2A318

FD-C

1A301

FD-C

1A301

FD-S

1A402

FD-C

1A402

FD-C

2A318

P-103

2A318

P-419 2A325

FD-C

2A324

P-419

2A325

P-419

2A325

P-103

2A330

P-418 2A326

P-502

2A324

FD-C

2A348

P-418

2A346

P-418

2A332

P-418

2A324

P-103

2A339

P-528

2A340

P-419 2A340

FD-C

2A325

P-103

2A308

P-418

2A309

P-418

1A402

FD-S

(2 FU)

(2 FU)

(4 FU)

(2 FU)

(2 FU) (4 FU)(2 FU)(2 FU)

(2 FU)

(4 FU)

(4 FU)

(1 FU)

(1 FU)

(2 FU)

(1 FU) (1 FU) (4 FU) (1 FU)

(2 FU)(2 FU)

(1 FU) (1 FU) (1 FU)(4 FU) (2 FU) (1 FU)

(2 FU)

(4 FU)

(2 FU) (4 FU) (2 FU) (4 FU)

(2 FU) (2 FU) (2 FU) (2 FU) (2 FU)(4 FU) (4 FU) (4 FU)(1 FU) (1 FU) (1 FU) (1 FU) (1 FU) (1 FU) (2 FU) (1 FU)

(6 FU)(3 FU)(9 FU)(9 FU)(2 FU)(11 FU)(12 FU)(16 FU)(3 FU)(7 FU)(3 FU)(4 FU)(11 FU)(13 FU)(29 FU)(3 FU)(7 FU)(38 FU)

(44 FU) (6 FU)(44 FU)(6 FU) (42 FU)

(109 FU)

(1 FU)

(1 FU)

(1 FU)

(1 FU)

(8 FU)(9 FU)

(2 FU)

(2 FU)

FIRST FLOOR

SECOND FLOOR

ROOF

F C

O

2"

2"2" 2" 2"

F C

O

F C

O

2" 2"

F C

O

2"2" 2"

F C

O

2" 2" 2"2"

F C

O

2" 2" 2"

F C

O

2"

2" 2"

F C

O

2" 2"

F C

O

F C

O

FIRST FLOOR

SECOND FLOOR

ROOF

4" 3"

2"2"2"

2"2"

4" 3"

2"2"

SP-1

SP-2

2"

2"W 2"W 2"W 3"W 2"W 2"W

2"W4"W 2"W 2"W 2"W 2"W 2"W4"W 4"W 4"W2"W 2"W 2"W 2"W 2"W 2"W 2"W 2"W

4"W2"W4"W4"W2"W4"W4"W4"W4"W4"W2"W2"W4"W4"W4"W4"W4"W4"W

4"W 4"W4"W2"W

2"V2"V2"V

2"V2"V

2"V 2"V 2"V2"V

2"V 2"V 2"V 2"V

4" W STUB OUT FOR FUTURE.

APPROXIMATELY 38 FU

4"W

3"W

2"W2"W

4"W4"W

SUMP PUMP

(E) 4" W RISER

2"W

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

7 DFU12 DFU10 DFU

D

F U

4 DFU

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

D

F U

8 DFU

4 DFU 3 DFU 14 DFU12 DFU

18 DFU 3 DFU

D

F U

D

F U

3 DFU

D

F U

5 DFU

D

F U

D

F U

D

F U

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

12" = 1'-0"

PP702

463-301

DEC. 7, 2020 JB KT

PLUMBING DIAGRAMS MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

SCALE: NONEPP702

WASTE RISER11

M

B-1 B-2 B-3WH-1 HU-1

SHUT OFF SOLENOID

1250 CFH 1250 CFH 1250 CFH

1"1"1"

1" 1250 CFH

SEE CIVIL FOR

CONTINUATION

GRADE

ROOF

SECOND FLOOR

FIRST FLOOR

MEDIUM PRESSURE GAS

SUPPLY FROM UTILITY

76 CFH

1/2"

EXTERIOR WALL

GAS METER

GAS VENT TERMINATION AT

EXTERIOR WALL WITH

DOWNTURNED PIPE ELBOW

3/4" 3/4" 3/4"3/4"

1"1"1"

3/4"

1"

1-1/4" 2500 CFH1-1/2" 3750 CFH1-1/2" 4009 CFH

183 CFH

1/2"

1-1/2" 3933 CFH

P-930 P-930 P-930P-930

3" RL

3" ORL

3" RL

4" RL

4" ORL

4" RL

5" RL 4" RL

3" RL 3" ORL 3" RL 3" ORL

5" RL

6" RL

3" RL

3" ORL

3" RL 3" ORL

3" RL

4" RL

6" RL6" RL

3" RL

3" ORL

3" RL 3" ORL

3" RL

6" DOWNSPOUT3" DOWNSPOUT

3" CLEANOUT

3" RL

ROOF

SECOND FLOOR

FIRST FLOOR

3058 SF 3537 SF 3038 SF723 SF

6575 SF 3038 SF

6575 SF

6575 SF

3058 SF

9633 SF10356 SF

723 SF

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

12" = 1'-0"

PP703

463-301

DEC. 7, 2020 JB KT

PLUMBING DIAGRAMS MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

SCALE: NONEPP703

GAS RISER11

2 PSI 1-1/2" PIPE TOTAL CFH 4009

2018 IFGC TOTAL BTU 4009000

HU-1 183 183000 1 183000 183

WH-1 76 76000 1 76000 76

B-1 1250 1250000 1 1250000 1250

B-1 1250 1250000 1 1250000 1250

B-1 1250 1250000 1 1250000 1250

FIXTURE MBH BTU QUANTITY TOTAL BTU CFH

GAS CALCULATION

SCALE: NONEPP703

RAINLEADER DIAGRAM22

2. SECONDARY ROOF DRAINAGE SYSTEM SHALL CONNECT TO THE VERTICAL PIPING OF THE PRIMARY ROOF DRAINAGE SYSTEM DOWNSTREAM OF THE LAST HORIZONTAL OFFSET LOCATED BELOW THE ROOF. COMBINATION RAINLEADER AND OVERFLOW RAINLEADER RATES BASED ON DOUBLE THE RAINFALL RATE.

1. ANCHORAGE HAS A 1 (IN/H) RAINFALL RATE. RAINFALL RATES AND PIPE SIZING INFORMATION PER 2018 UPC.

NOTES:

15 2473 238000 119000 79333 - - -

12 1384 133200 66600 44400 - - -

10 860 82800 41400 27600 - - -

8 478 46000 23000 15330 116000 58000 38660

6 222 21400 10700 7133 54000 27000 17995

5 139 13360 6680 4453 34600 17300 11530

4 78 7520 3760 2506 18400 9200 6130

3 34 3288 1644 1096 8800 4400 2930

2 - - - - 2880 1440 960

IN GPM 1 (IN/H) 2 (IN/H) 3 (IN/H) 1 (IN/H) 2 (IN/H) 3 (IN/H)

(1/8 in/ft slope) HORIZONTAL RAINWATER PIPING VERTICAL RAINWATER PIPING

SIZE OF PIPE FLOW MAXIMUM ALLOWABLE HORIZONTAL PROJECTED ROOF AREAS AT VARIOUS RAINFALLS RATES (SF)

SIZING OF RAINWATER PIPING

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Revisions: Date:

100% CONSTRUCTION

SUBMITTAL

A/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

12/07/2020100% CONSTRUCTION SUBMITTAL

PP801

463-301

DEC. 7, 2020 JB KT

PLUMBING CALCULATION MENTAL HEALTH BUILDING AND

PARKING LOT

AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE AKDEC. 7, 2020

STORAGE REQUIRED: 43.27 Gallons (Possible demand x Demand factor x Storage factor)=Gallons

46.51 MBH (8.33 x GPH x DT)/1000=MBH

HEAT REQUIRED: 13.62 KW (GPH x dT)/410=KW

PROBABLE DEMAND: 56.4 GPH

DEMAND FACTOR: 0.3

POSSIBLE DEMAND: 188

POSSIBLE DEMAND FOR DISHWASHERS (GPH) 0

Makeup water/certain conveyer types (180 deg F) 0 139 0

Utensil washer 0 75 0

Silver washer 0 45 0

Multiple tank conveyer dishwasher (dishes inclined) 0 277 0

Multiple tank conveyer dishwasher (dishes flat) 0 347 0

Single tank conveyer dishwasher 0 416 0

Undercounter door type dishwasher 0 15 0

Door type dishwasher (20x20 rack) 0 104 0

Door type dishwasher (18x18 rack) 0 87 0

Door type dishwasher (16x16 rack) 0 69 0

DISHWASHERS

POSSIBLE DEMAND FOR FIXTURES (GPH) 188

H/C Hosebib 0 5 0

Clothes washer 0 40 0

Bar sink 0 30 0

Recirculating pre-flush 0 40 0

Pre-flush (closed type) 0 240 0

Pre-flush (hand operated) 0 45 0

Pre-scrapper (open type) 0 180 0

Triple pot sink 0 90 0

Double pot sink 0 60 0

Single pot sink 0 30 0

Vegetable sink 0 45 0

Mop sink 2 20 40

Showers 0 30 0

Pantry sink 0 10 0

Laundry, stationary tubs 0 0 0

Kitchen sink 2 20 40

Foot basins 0 0 0

Bathtubs 0 0 0

Basins, public lavatory 18 6 108

Basins, private lavatory 0 2 0

FIXTURE NAME QUANTITIY

GPH DEMAND

(EA FIXTURE)

TOTAL GPH

DEMAND

WATER HEATER CALCULATION

SIZE 4"

FIXTURE UNITS 96

WC +1.6 GPF FV 0 6.0 0

WC +1.6 GPF GT 0 6.0 0

WC 1.6 GPF FV 8 4.0 32

WC 1.6 GPF FT 0 4.0 0

WC 1.6 GPF GT 0 4.0 0

WASH FOUNT. CIRC. 0 3.0 0

URINAL FLUSH TANK 0 2.0 0

URINAL +1.0 GPF 0 2.0 0

URINAL 1.0 GPF 0 2.0 0

HAND SINK 0 2.0 0

SERVICE SINK 2 3.0 6

LAUNDRY SINK 0 2.0 0

KITCHEN SINK 2 2.0 4

CLINIC FLUSH VALVE 0 6.0 0

CLINIC FAUCET 0 6.0 0

BAR SINK 0 1.0 0

MOBILE HOME 0 12.0 0

COM W/ FOOD WASTE 0 3.0 0

EYEWASH 0 1.0 0

LAVATORY 20 1.0 20

EMERGENCY FLOOR DRAIN 2 4.0 8

FLOOR DRAIN 13 2.0 26

WATERCOOLER 0 0.5 0

DISH WASHER 0 2.0 0

DENTAL CUSP. 0 1.0 0

CLOTHES WASH. 0 3.0 0

BIDET 0 2.0 0

SHOWER 0 2.0 0

TUB/SHOWER 0 2.0 0

FIXTURE TOTAL FIX GPH/FIXTURE TOTAL UNITS

WASTE CALCULATION

SIZE 2"

GALLONS PER MINIUTE 57

FIXTURE UNITS 69

WC +1.6 GPF FV 8.0 0

WC +1.6 GPF GT 5.5 0

WC 1.6 GPF FV 8 5.0 40

WC 1.6 GPF FT 2.5 0

WC 1.6 GPF GT 2.5 0

WASH FOUNT. CIRC. 4.0 0

URINAL FLUSH TANK 2.0 0

URINAL +1.0 GPF 5.0 0

URINAL 1.0 GPF 4.0 0

HAND SINK 2.0 0

SERVICE SINK 2 3.0 6

LAUNDRY SINK 1.5 0

KITCHEN SINK 2 1.5 3

CLINIC FLUSH VALVE 8.0 0

CLINIC FAUCET 3.0 0

BAR SINK 2.0 0

MOBILE HOME 12.0 0

LAWN SPRINK. EA. 1.0 0

EYE WASH 1.0 0

LAVATORY 20 1.0 20

HOSE BIBB ADD. 1.0 0

HOSE BIBB 2.5 0

WATERCOOLER 0.5 0

DISH WASHER 1.5 0

DENTAL CUSP. 1.0 0

CLOTHES WASH. 4.0 0

BIDET 1.0 0

SHOWER 2.0 0

3/4" BATH FILL 10.0 0

TUB/SHOWER 4.0 0

FIXTURE TOTAL FIX WSFU TOTAL WSFU

DOMESTIC WATER CALCULATION