36E77618R0063-008.pdf

N O

N -S

H R

IN

K

G R

O U

T

HSS COLUMN (SEE PLAN)

W/3/4" BASEPLATE AND (2)3/4"Ø

H.D. GALV GR. 36 ANCHOR

RODS W/4" PROJ AND 8"EMBED

CURTAIN WALL (SEE ARCH)

C.I.P. WASH (SEE PLAN)

DT STEM

SPLICE SLEEVE W/VERT

BAR IN DT STEM

(2)#6 VERT SPLICED INTO

DT STEM

#5@24" O.C. VERT E.F.

AT WALL

#5 E.F. HORIZ TOP AND

BOTTOM AT WALL

#3 TIES (2 TOP@ 3"

AND 1 BOTTOM)

/2

EQ EQ

8"

1 5/16"Ø HOLE (TYP)

1/4

BP-A

3/4" BASEPLATE

1 5/16"Ø HOLE (TYP)

1/4

BP-B

3/4" BASEPLATE

2" 8"

1 1/2"

/2

1'-0"

A

5'-2 1/2"

OPNG

4'-3"*

O P

N G

8" CONC KNEE WALL

C.I.P. CONC TOPPING AROUND

PERIMETER OF STAIR. PROVIDE

SLOPES PER ELEVATIONS INDICATED

BY ±X" (+0" IS TOP OF PRECAST FLOOR

ELEVATION, SEE PLAN). PROVIDE

POSITIVE SLOPE AWAY FROM HEAD

OF STAIRS AND TOWARDS FLOOR

DRAINS.

PRECAST STAIR UNIT

+0"

+1"+1"

+2"

DN

UP

+2" +2"

+2"

+3" +2"

+1"

PRECAST COLUMN

PRECAST SPANDREL

SS502

SS502

SS502

TYP STAIR 2 PLAN

PRECAST WASH

PRECAST WASH

* CENTER OPENING

BTWN DT STEPS

HAND TOOLED CONTROL

JOINT (TYP)

C.J.

C.J.

C.J.

C .J

A

C.I.P. CONC TOPPING AROUND

PERIMETER OF STAIR. PROVIDE

SLOPES PER ELEVATIONS INDICATED

BY ±X" (+0" IS TOP OF PRECAST

FLOOR ELEVATION, SEE PLAN).

+0"

+1"+1"

+2"

DN

+2"

+3" +2"

+1"

+1"

HSS6x4x1/2

BP-B U.N.O.

HSS6x4x1/2

BP-A

HSS6x4x1/2

BP-A

SS503

C

LEVEL 5 STAIR 2 PLAN

PRECAST WASH

PRECAST COLUMN

PRECAST SPANDREL

E Q

E Q

SS502

SIM

SS503

PRECAST STAIR UNIT

12" CONC CURB

/4

8'-0"

7'-4"

L OF STEMSC

DOOR

HAND TOOLED CONTROL

JOINT (TYP)

NOTES:

1. SEE BP DETAILS THIS SHEET.

1'-0"

6" 1'-1 1/2"

WALL REINF (SEE SECT)

#3 TIES (TYP)

(6)#6 AT PIER (TYP)

/2

1'-0"

1'-1 1/2"

DOOR

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

o n e ig h th in c o f o t 16 o q u a rt e r in o t o a lf in o t th re e e ig h th s o t th re e q u a rt e rs in o t

6" o o t

6" o d lf in c h o t

6" th re h o t

6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

03/31/2016

STRUCTURAL - FRAMING SECTIONS

SS503

MSKCGW 49

SECTION

3/4" = 1'-0" SS105

DETAIL

1/4" = 1'-0" SS102

A DETAIL

1/4" = 1'-0" SS105

B

DETAIL

3/4" = 1'-0" SS503

C

WATER HAMMER ARRESTOR

VENT PIPING

COLD WATER PIPING

HOT WATER RECIRCULATION PIPINGHWR

1. PLUMBING GENERAL NOTES, SYMBOLS, LISTS AND DETAILS ARE TO BE

CONSIDERED AS APPLICABLE TO ALL PLUMBING DRAWINGS FOR THIS

PROJECT.

2. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND EXACT LOCATIONS

AND ARRANGEMENTS OF EXIST./NEW EQUIPMENT, DUCTWORK, PIPING

AND OTHER COMPONENTS SHALL BE DETERMINED IN THE FIELD WITH DUE

CONSIDERATION OF STRUCTURAL, ELECTRICAL AND ARCHITECTURAL

SYSTEMS. EXISTING STRUCTURAL SYSTEMS SHALL NOT BE MODIFIED

WITHOUT THE EXPRESS PERMISSION OF THE ENGINEER.

3. THE PROJECT SHALL BE PHASED IN ACCORDANCE WITH THE APPROVED

PHASING PLAN. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE

PROJECT ENGINEER FOR THE SEQUENCING AND TIMING OF OPERATIONS

PRIOR TO COMMENCING WORK. SEE SPECIFICATIONS.

4. CONTRACTOR IS TO MAINTAIN SERVICE TO ROOMS OUTSIDE THE PROJECT

SCOPE OF WORK AND PHASING SCHEDULE. IF INTERRUPTION OF SERVICE

IS REQUIRED COORDINATE SHUTDOWN WITH PROJECT ENGINEER.

5. CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING

SYSTEMS AND SURFACES TO REMAIN. RESTORE DAMAGED AREAS THAT ARE

BEYOND THE SCOPE OF THIS CONTRACT TO THEIR ORIGINAL CONDITION.

6.

7.

MOST PARTITIONS ARE FULL HEIGHT AND REQUIRE UTILITIES PENETRATIONS

TO BE SEALED, SEE ARCHITECTURAL DWGS FOR PARTITION HEIGHTS.

TIE-IN POINT LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL

DETERMINE EXACT LOCATIONS IN THE FIELD BASED ON EXISTING

CONDITIONS.

8. COORDINATE THE LOCATIONS OF ALL WALL MOUNTED EQUIPMENT WITH

FINAL EQUIPMENT/FURNITURE LAYOUT.

9. AT THE END OF EACH WORKING DAY, THE CONSTRUCTION SITE SHALL BE

LEFT IN A CLEAN AND NEAT CONDITION.

10. INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS AND GOOD PRACTICE NORMAL TO THE TRADE.

INSTALLATION SHALL INCLUDE PROVISIONS FOR ACCESS TO NORMAL

MAINTENANCE ITEMS.

PROVIDE ADEQUATE STRUCTURAL SUPPORTS AND SECURE MOUNTING

METHODS WITH PROVISIONS FOR VIBRATION ISOLATION AND EXPANSION

WHERE REQUIRED.

12. COORDINATE PENETRATIONS WITH GENERAL CONTRACTOR. SEE

ARCHITECTURAL DRAWINGS FOR PENETRATION DETAILS. PLUMBING

CONTRACTOR SHALL PROVIDE FLASHING AND COUNTER FLASHING FOR

ROOF PENETRATIONS AS REQUIRED.

13. PROVIDE PIPE SUPPORTS, GUIDES AND OFFSETS AS NECESSARY TO

PREVENT UNDUE STRAIN ON PIPING.

14. SEE DETAILS AND PIPING DIAGRAMS FOR ADDITIONAL VALVES AND FITTINGS

NECESSARY FOR COMPLETE PIPING SYSTEMS.

15. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS.

16. FIELD VERIFY CLEARANCES AND DIMENSIONS PRIOR TO INSTALLATION.

17. SANITARY LINES 3" AND SMALLER SHALL SLOPE 1/4" PER FOOT UNLESS

OTHERWISE NOTED. SANITARY LINES LARGER THAN 3" SHALL SLOPE 1/8"

PER FOOT UNLESS OTHERWISE NOTED.

PIPE DROP

PIPE RISER

PIPE TEES - DOWN

PIPE TEES - UP

PIPE CONNECTION

PIPE BREAK - TO CONTINUE

DIRECTION OF FLOW

KEYNOTE CALL OUT

SYMBOLS DESCRIPTIONSABBREVIATIONS

PIPE CAP

PIPE GUIDE

PIPE ANCHORANCHOR

GUIDE

CW

HW

VREVISION TAG

REVISION CLOUD

EQUIPMENT DESIGNATIONRH-1

WATER METERM

P-TRAP

PIPE SLOPE

THERMOMETER

UNION

BALL VALVE

GATE VALVE

GLOBE VALVE

FLANGE

STRAINER W/DRAIN VALVE AND CAP

DRAIN VALVE AND CAP

BLV

GV

GLV

T

FLG

U

PIPE SIZE (DIAMETER) AND SLOPE12"Ø 1/8"/12"

SYMBOLS DESCRIPTIONSDESCRIPTIONSDESCRIPTIONS ABBREVIATIONS TITLENUMBER

DUCT ACCESS DOOR

ABOVE FINISHED FLOOR

ACCESS PANEL

ARCHITECT

AIR SEPARATOR

BOTTOM OF PIPE

BELOW SLAB (TYPE "K" COPPER)

BRITISH THERMAL UNIT

BRITISH THERMAL UNIT PER HOUR

COLD & HOT WATER

CLEAN OUT

CONNECT

CONTRACTOR

COLD WATER

DIAMETER

DOWN

DRAIN

DRAWING(S)

EXISTING

EACH

ELECTRICAL CONTRACTOR

FLEXIBLE CONNECTION

FLOOR CLEAN OUT

FLOOR DRAIN

FLOOR DRAIN W/ TRAP PRIMER

FREEZE PROOF HOSE BIBB

FEET PER MINUTE

FEET

GALLONS

GENERAL CONTRACTOR

GALLONS PER MINUTE

GATE VALVE

HEIGHT

HORSE POWER

HOT WATER

HOT WATER RECIRCULATION

INTERNATIONAL PLUMBING CODE

INSIDE DIAMETER

INCHES

KILOWATTS

THOUSANDS OF B.T.U.'S PER HOUR

MECHANICAL

MOUNTED

NORMALLY CLOSED

NORMALLY OPEN

NOT IN CONTRACT

NON-POTABLE WATER

NOT TO SCALE

OUTSIDE DIAMETER

PLUMBING CONTRACTOR

PRESSURE DROP

POUNDS PER SQUARE INCH

ROOF DRAIN

ROOM

RELIEF VALVE

RAIN WATER LEADER

SANITARY

SANITARY DRAIN

SQUARE FEET

STATIC PRESSURE

STAINLESS STEEL

SANITARY WASTE

TOP OF PIPE

TYPICAL

VENT

VACUUM BREAKER

VENT THROUGH ROOF

WASTE

WITH

WALL CLEANOUT

CONCENTRIC REDUCER (ENLARGER)CRD

FLOOR DRAINFD

FLOOR CLEAN OUTFCO

PIPING BELOW FLOOR/UNDER SLAB

NOTE:

REFER TO ARCHITECTURAL DOCUMENTS FOR DEDUCT ALTERNATE ITEMS.

PIPING SYMBOLSGENERAL SYMBOLSGENERAL ABBREVIATIONSGENERAL PLUMBING NOTES PLUMBING ALTERNATE LIST

AD

AFF

AP

ARCH

AS

B.O.P.

BS

BTU

BTUH

C&HW

CO

CONN

CONTR

CW

DIA

DN

D

DWG OR DWGS

E,EX OR (E)

EA.

EC

FC

FCO

FD

FDTP

FPHB

FPM

FT

GAL

GC

GPM

GV

H

HP

HW

HWR

I.P.C.

ID

IN

KW

MBH

MECH

MTD

N.C. OR NC

N.O. OR NO

NIC

NPW

NTS

OD

PC

PD

PSI

RD

RM

RV

RWL

S

SD

SF

SP

SS

SW

T.O.P.

TYP

V

VB

VTR

W W/

WCO

NEW PIPING

11.

WALL HYDRANTWH

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig ht ch ne fo ot on e q ua rte r i nc on e h al f th re e e ig hs th re e q ua rte rs

6" on e i

6" on e nd on h a lf i nc he f oo t 6" th re e i nc f oo t 6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376 of 99

Denis McLaughlin Telephone: 857-364-5149

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

6/15/2015

PLUMBING - LEGEND AND GENERAL NOTES

PL001

DJADCL 50

PL301

2 PL301

8"ø 1/2" / 12"

10"ø 1/8" / 12" 12"ø 1/8" / 12"

4"ø 1/8" / 12"

8" STORM UP

I.E. = 96'-11"

4" UP TO CO

I.E. = 95'-10"

PROVIDE 10" PIPE SLEEVE IN WALL @ CENTERLINE 96'-2"

I.E. = 96'-9" FOR 4" DRAIN

8" B.O.P. = 95'-3"

4" UP TO CO

I.E. = 93'-9 1/2"

4" UP TO CO

4" T.O.P. = 94'-7"

I.E. = 92'-11"

4" UP TO CO

4" UP TO CO

4" UP TO CO

4" UP TO CO

I.E. = 91'-9"

SEE CIVIL FOR

CONTINUATION

(30,230 SF)

I.E. = 94'-2"

SEE CIVIL FOR

CONTINUATION.

SEE DETAIL 2

ON DRAWING

PL501.

8"ø 1/2" / 12"

I.E. = 96'-5" FOR 4" DRAIN 8" STORM UP

I.E. = 99'-3" FOR 4" DRAIN

I.E. = 97'-7" FOR 4" DRAIN

4" SANITARY UP,

I.E. = 97'-8"

I.E. = 98'-8"

I.E. = 95'-1"

10"ø 1/8" / 12"

8" B.O.P. = 98'-5"

2" UP TO FD-2

PL301

3 PL301

12"ø 1/8" / 12"

(2)4" & (1)3"

VENTS UP

SW I.E. = 98'-10"

FD-1

I.E. = 93'-8"

FD-1

2" VENT UP

2" UP TO FD-2

1-1/2" CW UP

1 2 3 4 5 6

A

B

C

FD-3

2"ø 1/4" / 12"

4"ø 1/8" / 12"

VENT I.E. = 99'-8"

2" VENT ABOVE

SANITARY

CONNECT 1-1/2" CW TO

SITE UTILITY AT

ELEVATION DETERMINED

BY CIVIL

4" UP TO CO

4"ø 1/8" / 12"

4" UP TO CO

3" VENT

4"ø 1/2" / 12"

4" UP TO CO

SP-1

4"ø 1/8" / 12"

PL501

I.E. = 97'-3" I.E. = 92'-11"

I.E. = 95'-8"

4" SW UP

SEE CU101 FOR

CONTINUATION

2" PUMPED SANITARY WASTE

2" VENT UP THROUGH TOP LEVEL

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h a lf i nc f oo t 6" th re e i nc f oo t 6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376 of 99

Denis McLaughlin Telephone: 857-364-5149

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

6/15/2015

PLUMBING - PLAN - UNDERSLAB

PL100

DJADCL 51

1/8" = 1'-0"1 PLUMBING PLAN - UNDERSLAB

BFP

PL301

PL301

PL301

ELEC

EMER. ELEC

SPRINKLER

ELEV. MACH.

ROOM

ELEV. 1

EL-1

ELEV. 2

EL-2

FCO FCO

FCO

FCO

FCO

FCO

FCO

1 1/2"ø 1/8" / 12" 1 1/2"ø 5/8" / 12"

1 1/2"ø 1/8" / 12"

1 1/2"ø 1/8" / 12"

INSULATED NON-

POTABLE B.O.P. 109'-4"

INSULATED NON-POTABLE B.O.P. 109'-7"

INSULATED NON-POTABLE WATER

PL301

PL301

SLOPE DN

FD-2

(2) 4" VENT DOWN AND UP

AND (1) 3" VENT DOWN AND UP

THRU LEVEL 5. TERMINATE AT

163'-0"

B.O.P. = 109'-9"

INSULATED NON-POTABLE WATER

SL

OP

E

DN

SLOPED PIPING ENDPOINT

PIPE RISER

INSULATED NON-POTABLE B.O.P. = 119'-5"

PIPE SLOPED DN TO MATCH INCLINE

SLOPED PIPING ENDPOINT

INSULATED NON-POTABLE B.O.P. 109'-7"

M

FD-2

1 2 3 4 5 6

A

B

C P-801

P-801

P-801 P-801

P-801

STAIR 1

STR-1

STAIR 2

STR- 2

EL LOBBY

WATER SERVICE

SEE DETAIL ON DRAWING PL501.

FCO

FCO

SLOPE 4" SANITARY WASTE TIGHT TO

BOTTOM OF DECK.

4" SW DOWN TO LOWER LEVEL

2" VENT UP THROUGH TOP LEVEL

SP-1 COVER

PL501

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h a lf i nc f oo t 6" th re e i nc f oo t 6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376 of 99

Denis McLaughlin Telephone: 857-364-5149

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

6/15/2015

PLUMBING - PLAN - LEVEL 1

PL101

DJADCL 52

1/8" = 1'-0"1 PLUMBING PLAN - LEVEL 1

FD-1

FD-1

FD-1

RD-1 (4TH LEVEL - 8930 S.F.)

FD-1 ( LEVELS 2 & 3)

PL301

PL301

SECURITY IT

IT

PL301

PL301

(2) 4" VENT DOWN AND UP

AND (1) 3" VENT DOWN AND

UP THRU LEVEL 5.

TERMINATE AT 163'-0"

1 2 3 4 5 6

A

B

C

ELEV. 1

EL-1

ELEV. 2

EL-2

STAIR 1

STR-1

2" VENT UP THROUGH TOP LEVEL

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h a lf i nc f oo t 6" th re e i nc f oo t 6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376 of 99

Denis McLaughlin Telephone: 857-364-5149

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

6/15/2015

PLUMBING - PLAN - LEVEL 2-4

PL102

DJADCL 53

1/8" = 1'-0"1 LEVELS 2 - 4 PLUMBING PLAN

RD-2 (@ EL = 148'-8")

(3100 S. F.)

RD-2 (@ EL = 148'-8")

(3100 S. F.)

RD-1 (@ EL = 145'-4")

(12,000 S. F.)

PL301

PL301

1-1/2"

PL301

PL301

(2) 4" VENT DOWN

AND UP AND (1) 3"

VENT DOWN AND UP

THRU LEVEL 5.

TERMINATE AT 163'-0"

RD-2 (@ EL = 145'-4")

(3100 S. F.)

1 2 3 4 5 6

A

B

C

STAIR 1

STR-1

2" VENT UP THROUGH TOP LEVEL

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h a lf i nc f oo t 6" th re e i nc f oo t 6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376 of 99

Denis McLaughlin Telephone: 857-364-5149

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

6/15/2015

PLUMBING - PLAN - LEVEL 5

PL103

DJADCL 54

1/8" = 1'-0"1 LEVEL 5 PLUMBING PLAN

FD-1 (LEVEL 1)

FD-1 (LEVEL 1)

1-1/2" NPW

B.O.P. = 121'-11"

4" SANITARY UP. CO

AT BASE OF RISER

8" STORM

PL301

4" SANITARY UP

TO FD-1 (LEVEL 2)

4"ø 12" / 12"

4" SANITARY UP TO

FD-1 (LEVEL 2)

1 1/2"ø 1/8" / 12"

SL

OP

E

DN

SL

OP

E

DN

B

GLOBE VALVE

1-1/2" BRASS

CAP AND CHAIN,

4'-0" AFF (TYPICAL)

CO

PL301

1-1/2" NPW

B.O.P. 113'-11"

4" SANITARY UP. CO AT BASE OF RISER

8" STORM

FD-1 (LEVEL 1)

PL301

SL

OP

E

DNSL

OP

E

DN

FD-1 (LEVEL 1)

4" SANITARY UP TO

FD-1 (LEVEL 2)

4" SANITARY UP TO

FD-1 (LEVEL 2)

1 1/2"ø 1/8" / 12"

PIPE DROP WITH PLUG

DRAIN AT BOTTOM

B

GLOBE VALVE

1-1/2" BRASS CAP

AND CHAIN, 4'-0"

AFF (TYPICAL)

LEVEL 5

146' - 4"

STAIR LEVEL

140' - 0"

LEVEL 4

134' - 2"

LEVEL 3

122' - 10"

LEVEL 2

111' - 6"

LEVEL 1

100' - 0"

FOUNDATION

94' - 4"

4"ø STORM6"ø STORM

4"ø

4"ø

4"ø

4"ø

4"ø

B

CO

LEVEL 5

146' - 4"

STAIR LEVEL

140' - 0"

LEVEL 4

134' - 2"

LEVEL 3

122' - 10"

LEVEL 2

111' - 6"

LEVEL 1

100' - 0"

B

4"ø

4"ø

CO

LEVEL 5

146' - 4"

STAIR LEVEL

140' - 0"

LEVEL 4

134' - 2"

LEVEL 3

122' - 10"

LEVEL 2

111' - 6"

LEVEL 1

100' - 0"

FOUNDATION

94' - 4"

7B

1 1/2"ø CW

1 1/2"ø CW

1 1/2"ø CW

CO

LEVEL 5

146' - 4"

STAIR LEVEL

140' - 0"

LEVEL 4

134' - 2"

LEVEL 3

122' - 10"

LEVEL 2

111' - 6"

LEVEL 1

100' - 0"

B

5"ø

8"ø STORM

8"ø STORM

8"ø STORM 4"ø

4"ø

1 1/2"ø CW

1 1/2"ø CW

CO

CO

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h a lf i nc f oo t 6" th re e i nc f oo t 6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376 of 99

Denis McLaughlin Telephone: 857-364-5149

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

6/15/2015

PLUMBING - ENLARGED PLANS AND SECTIONS

PL301

DJADCL 55

1/2" = 1'-0"1 PARTIAL PLUMBING PLAN - LEVEL 1 S

1/2" = 1'-0"4 PARTIAL PLUMBING PLAN - LEVEL 1 N

1/4" = 1'-0"2 Section 2

3/8" = 1'-0"5 Section 5

1/4" = 1'-0"3 Section 3

3/8" = 1'-0"6 Section 6

DRAIN PHASING NOTES

1. RD-1 CONNECTED TO STORM DRAIN FOR PHASE 1. REPLACE RD-1 WITH

FD-1 AND CONNECT TO SANITARY WASTE FOR PHASES 2 THROUGH 4.

2. FD-1 CONNECTED TO SANITARY WASTE FOR ALL PHASES.

3. RD-1 CONNECTED TO STORM DRAIN FOR PHASES 1 THROUGH 3. REPLACE

RD-1 WITH FD-1 AND CONNECT TO SANITARY WASTE FOR PHASE 4.

4. RD-1 CONNECTED TO STORM DRAIN FOR PHASES 1 AND 2. REPLACE RD-1

WITH FD-1 AND CONNECT TO SANITARY WASTE FOR PHASES 3 AND 4.

5. RD-1 CONNECTED TO STORM DRAIN FOR PHASES 3 AND 4.

6. RD-1 CONNECTED TO STORM DRAIN FOR PHASES 2 AND 3. REPLACE RD-1

WITH FD-1 AND CONNECT TO SANITARY WASTE FOR PHASE 4.

7. NOT USED.

8. NOT USED.

9. RD-2 CONNECTED TO STORM DRAIN FOR PHASES 1 AND 2. REPLACE RD-2

WITH FD-1 AND CONNECT TO SANITARY WASTE FOR PHASES 3 AND 4.

10. RD-2 CONNECTED TO STORM DRAIN FOR PHASES 3 AND 4.

11. RD-2 CONNECTED TO STORM DRAIN FOR PHASE 1. REPLACE RD-2 WITH

FD-1 AND CONNECT TO SANITARY WASTE FOR PHASES 2 THROUGH 4.

12. RD-2 CONNECTED TO STORM DRAIN FOR PHASES 2 AND 3. REPLACE RD-2

WITH FD-1 AND CONNECT TO SANITARY FOR PHASE 4.

13. RD-2 CONNECTED TO STORM DRAIN FOR PHASE 4.

14. SEE DETAIL 6 ON THIS SHEET FOR CONTINUATION.

15. SEE DETAIL 3 ON THIS SHEET FOR CONTINUATION.

3 9

13 13

1-1/2" VALVE,

CAP & CHAIN

1-1/2" VALVE,

CAP & CHAIN

1-1/2" VALVE,

CAP & CHAIN

1-1/2" VALVE,

CAP & CHAIN

1-1/2" VALVE,

CAP & CHAIN

1-1/2" VALVE,

CAP & CHAIN

1-1/2" VALVE,

CAP & CHAIN

1-1/2" VALVE,

CAP & CHAIN

1-1/2" VALVE,

CAP & CHAIN

1-1/2" VALVE,

CAP & CHAIN

CO

3'-6"

8" 8"

A S

R E Q 'D

M A X

4" ROOF VENTS

C.I. TEE

OUTLET TO

SANITARY SEWER

1/8"LONG

BEND C.I.

EXTRA HEAVY C.I. PIPE

8"POURED IN PLACE CONCRETE;

8"SOLID CONCRETE BLOCKS WITH

FULL MORTARED JOINTS,HORZ. AND

VERT., PLASTERED INSIDE AND OUTSIDE.

PORTLAND CEMENT MORTAR USED

SHALL CONSIST OF 1 PART CEMENT,

2 PARTS SAND.

CEMENT BRICK,HOLLOW CONCRETE, OR

CINDER BLOCK MASONRY MUST NOT BE

USED.

TOP OF PAVEMENT

EXTRA HEAVY C.I. INLET FROM

WASH STAND OR FLOOR DRAIN

PROVIDE INLET TRAP IN

ACCORDANCE WITH 248 CMR 2.00

ALUMINUM OR PLASTIC COATED

WROUGHT IRON STEPS CAN BE USED

NOTES:

PRE-CAST SEPARATORS ARE TO HAVE

ALL SPECIFIED HOLES EITHER CORE-

BORED OR CAST IN PLACE.

WROUGHT IRON STEPS

WATER LINE

GENERAL CONSTRUCTION NOTES

LOCATE BASIN OUTSIDE OF BUILDING.

OPENING SHALL BE NOT LESS THAN 24" DIA.

THE CATCH BASIN SHALL BE SO LOCATED AND

CONSTRUCTED THAT SURFACE WATER SHALL BE EXCLUDED.

INLET PIPE SHALL BE AT LEAST FOUR

INCHES ABOVE NORMAL WATER LINE.

WHERE SUBJECT TO FROST OR CRUSHING CONDITIONS,

OUTLET SHALL BE AT LEAST THREE FEET BELOW THE

SURFACE.

THE NEW CATCH BASIN MUST BE FILLED WITH CLEAN

WATER BEFORE USING, AND AFTER BEING EMPTIED FOR

PERIODIC CLEANING.

(Outlet pipe to be 45 degree angle)

ALL OIL AND GASOLINE MUST BE REMOVED BEFORE

CLEANING OUT THE BASIN, AND MUST NOT BE

DISCHARGED INTO THE SEWER THROUGH OTHER FIXTURES.

WROUGHT IRON STEPS SHALL BE SPACED ABOUT 18"

APART.

BOTH VENTS SHALL BE EXTENED INDEPENDENTLY 18"

ABOVE THE ROOF, OR AS APPROVED BY THE LOCAL

AUTHORITIES, AND THE AUTHORITIES OF THE M.W.R.A.

CENTER HOLE

IN COVER

REFER TO DRAWING CU101 FOR LOCATION OF

INTERCEPTOR.

∇ B

2" VENT, SECURED TO WALL

GRAVITY

DRAIN

BUILDING

CHECK VALVES

TOP.

UNION

INCOMING POWER

HIGH WATER

ALARM BELL

BY DIVISION 26

UNDER GROUND

2" DISCHARGE PIPE

FLOOR

CONTROL PANEL

STEEL COVER

SHUT-OFF VALVE

CONNECT TO THE

GRAVITY DRAINAGE

SYSTEM FROM THE

PIPE(S)

INLET

SUMP BASIN

- HIGH LEVEL ALARM

- PUMP OFF

- PUMP ON

THREE FLOATS:

SEE SECTION 221429

72" DEEP

36" DIAMETER,

1-1/2" RPZ

1-1/2" COLD WATER TO HYDRANTS

EXTEND 1-1/2" TO

BUILDING EXTERIOR

1" WATER METER

WM

EXTEND FUNNEL DISCHARGE

TO FLOOR DRAINUNION

DRAIN

VALVE

46" DIAMETER,

60" DEEP

SUMP BASIN

INLET

PIPE(S)

FLOOR

CONTROL PANEL

SEE SECTION 221429

HIGH WATER

ALARM BELL

INCOMING POWER

BY DIVISION 26

2" VENT, SECURED TO WALL

CHECK VALVES

SHUT-OFF VALVE

STEEL COVER

UNION

THREE FLOATS:

-PUMP OFF - 6" ABV. BOTTOM OF BASIN

-PUMP ON - 48" ABV. BOTTOM OF BASIN

-HIGH LEVEL ALARM - 12" BELOW TOP OF BASIN

GRAVITY

BUILDING

DRAIN

CONNECT TO THE

GRAVITY DRAINAGE

SYSTEM FROM THE

TOP

2" DISCHARGE PIPE

UNDER GROUND

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h a lf i nc f oo t 6" th re e i nc f oo t 6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376 of 99

Denis McLaughlin Telephone: 857-364-5149

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

6/15/2015

PLUMBING - DETAILS AND SCHEDULES

PL501

DJADCL 56

NO SCALE

1 WATER SERVICE

FLOOR DRAIN SCHEDULE

PLAN

TAG DRAIN TYPE

CONNECTIONS (INCHES)

WASTE TRAP VENT

RD-1 6 - -RAMP STORM DRAIN 12" SQUARE STRAINER

RD-2 4 - -RAMP STORM DRAIN 12" SQUARE STRAINER

FD-1 4 - -FLOOR DRAIN

FD-2 2 2 1-1/2FLOOR DRAIN

REMARKS

GARAGE AREA, STAIRWAY

TYPE

FD-Y

FD-Y

FD-Y

FD-C

FD-3 3 3 3ELEV. PIT DRAIN5"x7" JOSAM MODEL 85223 OR EQUAL

1" = 1'-0"2 INTERCEPTOR

NO SCALE

3 SUMP DETAIL

SUMP PUMP SCHEDULE

PLAN

TAG H.P.

PERFORMANCE GPM AT INDICATED HEAD

5 FT 10 FT 15 FT

SP-1 43 34 193/10 19.25'

REMARKSAREA SERVED

PARKING AREA SUMP

VOLTS/HZ

115/60

RUNNING AMPS

9.7

DISCHARGE (FNPT)

1-1/2" 1

SHUTOFF HEAD

REMARKS:

1. PROVIDE WITH SIMPLEX PUMP CONTROL PANEL, FLOATS AND AUDIBLE ALARM.

V

V

MPV

T

PS

F

P

P

P C

S

F

FSD

PP

GAS PIPING

FLOW SWITCH

ISOLATION ROOM PRESSURIZATION CONTROLLER

EQUIPMENT, GRILLE, REGISTER OR DIFFUSER TAG

AUTOMATIC AIR VENT

VENT PIPING

MULTIPURPOSE VALVE

PRESSURE SWITCH

THERMOMETER

HOT WATER PIPING

POINT OF CONNECTION TO EXISTING

DUCT STATIC PRESSURE SENSOR

VARIABLE AIR VOLUME BOX

COLD WATER PIPING

PRESSURE REGULATING VALVE

UNION

CIRCUIT BALANCE VALVE

SWING CHECK VALVE

BALL VALVE

BUTTERFLY VALVE

PRESSURE GAUGE W/PETCOCK

THERMOSTAT

GATE VALVE

MANUAL AIR VENT

MEDIUM PRESSURE CONDENSATE RETURN

MEDIUM PRESSURE STEAM

LOW PRESSURE CONDENSATE RETURN

HOT WATER RETURN PIPING

CHILLED WATER SUPPLY PIPING

HOT WATER SUPPLY PIPING

CHILLED WATER RETURN PIPING

LOW PRESSURE STEAM

MPC

MPS

HWS

HWR

CHWS

CHWR

LPC

LPS

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

CWR

CWS

PIPE DROP

PIPE RISER

PIPE TEE - DOWN

PIPE TEE - UP

PIPE CONNECTION

PIPE BREAK - TO CONTINUE

DIRECTION OF FLOW

EXISTING RECTANGULAR DUCT RUN W/ SIZE

DESIGNATION

EXISTING CIRCULAR DUCT RUN W/ SIZE DESIGNATION

DEMOLITION RECTANGULAR DUCT RUN W/ SIZE

DESIGNATION

DEMOLITION CIRCULAR DUCT RUN W/ SIZE

DESIGNATION

NEW RECTANGULAR DUCT RUN W/ SIZE DESIGNATION

NEW CIRCULAR DUCT RUN W/ SIZE DESIGNATION

NEW RECTANGULAR DUCT - UP

NEW CIRCULAR DUCT RUN - UP

NEW RECTANGULAR DUCT - DOWN

NEW CIRCULAR DUCT RUN - DOWN

EXISTING FLEX DUCT RUN W/ SIZE DESIGNATION

DEMOLITION FLEX DUCT RUN W/ SIZE DESIGNATION

NEW FLEX DUCT RUN W/ SIZE DESIGNATION

ACOUSTICALLY LINED DUCT RUN

ELEVATION CHANGE IN DUCTWORK - UP

RECTANGULAR TO RECTANGULAR DUCTWORK TRANSITION

RECTANGULAR TO CIRCULAR DUCTWORK TRANSITION

RECTANGULAR TO RECTANGULAR DUCTWORK TRANSITION

ELEVATION CHANGE IN DUCTWORK - DOWN

DUCTWORK BREAK - TO CONTINUE

RG, RR

EG, ER

SD, SR, SG

SD, SR, SG

SD, SR, SG

SD, SR, SG

SD, SR, SG

DIFFUSER, REGISTER OR GRILLE TAG, WITH CFM

AIRFLOW

NOTE CALL OUT1

COMBINATION FIRE SMOKE DAMPER

FIRE DAMPER

MANUAL VOLUME DAMPER

HUMIDIFIER

PIPE CAP

PIPE GUIDE

PIPE ANCHOR

CW

HW

V

G

REHEAT HOT WATER RETURN PIPING

REHEAT HOT WATER SUPPLY PIPINGRHWS

RHWR

REVISION TAG

REVISION CLOUD

DUCT SIZE12�, 12x12

AD

AFF

AFG

AP

AS

ATC

BFP

BOD

BTU

BTUH

C

C&HW

CAP

CC

CD

CFM

COL

CONN

CV

DB

DDC

DIA

DN

DO

DWG OR DWGS

E, EX OR (E)

EA

EAT

EC

ECU

EF

EG

EL

EMS

ER

ERV

ESP

ET

ETO

ETR

EWT

EXH

FA

FC

FD

FLA

FLR

FPI

FPM

FSD

FT

FTR

GAL

GC

GE

GPM

GV

HC

HP

HVAC

HW

ID

IH

IN

KW

L

LAT

LWT

MBH

MD

MECH

MTD

N.C. OR NC

N.O. OR NO

NIC

NOM

NTS

O.A. OR OA

OAT

OBD

OD

OED

PC

PD

PSI

PRV

RA

REF

RF

RG

RHWR

RHWS

RM

RR

RV

SA

SAT

SF

SP

SPD

SPEC

SR

SS

TG

TOD

TSTAT

TYP

U.G.

U.S.

UC

V

VAV

VB

VFD

VTR

W W/

WB

WMS

DUCT ACCESS DOOR

ABOVE FINISHED FLOOR

ABOVE FINISH GRADE

ACCESS PANEL

AIR SEPARATOR

AUTOMATIC TEMPERATURE CONTROL

BACK FLOW PREVENTER

BOTTOM OF DUCT

BRITISH THERMAL UNIT

BRITISH THERMAL UNIT PER HOUR

CONVECTOR

COLD & HOT WATER

CAPACITY

COOLING COIL

CEILING DIFFUSER

CUBIC FEET PER MINUTE

COLUMN

CONNECT

CONTROL VALVE

DRY BULB TEMPERATURE

DIRECT DIGITAL CONTROL

DIAMETER

DOWN

DIGITAL OUTPUT

DRAWINGS

EXISTING

EXHAUST AIR

ENTERING AIR TEMPERATURE

ELECTRICAL CONTRACTOR

EVAPORATIVE CONDENSING UNIT

EXHAUST FAN

EXHAUST AIR GRILLE

EXPANSION LOOP

ENERGY MANAGEMENT SYSTEM

EXHAUST AIR REGISTER

EXHAUST ON ROOF

EXTERNAL STATIC PRESSURE

EXPANSION TANK

EXISTING TO BE REMOVED

ETHYLENE OXIDE

ENTERING WATER TEMPERATURE

EXHAUST

FREE AREA

FLEXIBLE CONNECTION

FIRE DAMPER

FULL LOAD AMPS

FLOOR

FINS PER INCH

FEET PER MINUTE

COMBINATION FIRE AND SMOKE DAMPER

FEET

FIN TUBE RADIATION

GALLONS

GENERAL CONTRACTOR

GENERAL EXHAUST

GALLONS PER MINUTE

GATE VALVE

HEATING COIL

HORSE POWER

HEATING, VENTILATION AND AIR COND.

HOT WATER

INSIDE DIAMETER

INTAKE HOOD

INCHES

KILOWATTS

LOUVER

LEAVING AIR TEMPERATURE

LEAVING WATER TEMPERATURE

THOUSANDS OF B.T.U.'S PER HOUR

MOTORIZED DAMPER

MECHANICAL

MOUNTED

NORMALLY CLOSED

NORMALLY OPEN

NOT IN CONTRACT

NOMINAL

NOT TO SCALE

OUTSIDE AIR

OUTSIDE AIR TEMPERATURE

OPPOSED BLADE DAMPER

OUTSIDE DIAMETER

OPEN ENDED DUCT

PLUMBING CONTRACTOR

PRESSURE DROP

POUNDS PER SQUARE INCH

PRESSURE REDUCING VALVE

RETURN AIR

RETURN EXHAUST FAN

RETURN FAN

RETURN AIR GRILLE

REHEAT WATER RETURN

REHEAT WATER SUPPLY

ROOM

RETURN AIR REGISTER

RELIEF VALVE

SUPPLY AIR

SUPPLY AIR TEMPERATURE

SQUARE FEET

STATIC PRESSURE

SPEED

SPECIFICATION

SUPPLY AIR REGISTER

STAINLESS STEEL

TRANSFER AIR GRILLE

TOP OF DUCT

THERMOSTAT

TYPICAL

UNDER GRADE

UNDER SLAB

UNDERCUT DOOR

VENT

VARIABLE AIR VOLUME

VACUUM BREAKER

VARIABLE FREQUENCY DRIVE

VENT THROUGH ROOF

WASTE

WITH

WET BULB TEMPERATURE (°F)

WIRE MESH SCREEN

HOT WATER RETURN PIPINGHWR

GLOBE VALVE

FLANGE

STRAINER W/DRAIN VALVE AND CAP

PRESSURE PORT ("PETE'S PLUG")

HIGH PRESSURE STEAMHPS

CHEMICAL SUPPLY PIPESCHEM

SANITARY DRAIN ABOVE FLOOR OR GRADESAN

HIGH-TEMPERATURE HOT WATER RETURNHTWR

MEDIUM-TEMPERATURE HOT WATER RETURNMTWR

FUEL OIL TANK VENTFOV

HIGH-TEMPERATURE HOT WATER SUPPLYHTWS

MEDIUM-TEMPERATURE HOT WATER SUPPLYMTWS

FUEL OIL RETURNFOR

FUEL OIL SUCTIONFOS

FUEL OIL GAGEFOG

FUEL OIL DISCHARGEFOD

BOILER BLOWDOWNBBD

HIGH-PRESSURE CONDENSATEHPC

PUMPED CONDENSATEPC

MAKE UP WATERMUW

A.C. CONDENSATE DRAIND

REFRIGERANT HOT GASRHG

RL

RS

GLYCOL RETURNGR

REFRIGERANT LIQUID

REFRIGERANT SUCTION

GLYCOL SUPPLYGS

MPC

MPS

HWS

HWR

CHWS

CHWR

LPC

LPS

CWR

CWS

RHWS

RHWR

HPS

CHEM

SAN

HTWR

MTWR

FOV

HTWS

MTWS

FOR

FOS

FOG

FOD

BBD

HPC

PC

MUW

D

RHG

RL

RS

GR

GS

BLV

BFV

SCV

CBV

ACV

ACV

GV

GLV

MPV

PRV

T

FLG

RSV

PGV

RPBP

RELIEF OR SAFETY VALVE

PLUG VALVE

REDUCED PRESSURE BACKFLOW PREVENTOR

S-1

VAV

RETURN AIR GRILLE, REGISTER

EXHAUST AIR GRILLE, REGISTER

SUPPLY AIR 4 WAY DIFFUSER, REGISTER, GRILLE

SUPPLY AIR 3 WAY DIFFUSER, REGISTER, GRILLE

SUPPLY AIR 2 WAY DIFFUSER, REGISTER, GRILLE

SUPPLY AIR 2 WAY DIFFUSER, REGISTER, GRILLE

SUPPLY AIR 1 WAY DIFFUSER, REGISTER, GRILLE

ANCHOR

GUIDE

U

1. ALL HVAC GENERAL NOTES, SYMBOLS LISTS & DETAILS ARE TO BE

CONSIDERED AS APPLICABLE TO ALL HVAC DRAWINGS FOR THIS

PROJECT.

2. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND EXACT LOCATIONS

AND ARRANGEMENTS OF EXIST./NEW EQUIPMENT, DUCTWORK, PIPING

AND OTHER COMPONENTS SHALL BE DETERMINED IN THE FIELD WITH DUE

CONSIDERATION OF STRUCTURAL, ELECTRICAL AND ARCHITECTURAL

SYSTEMS. EXISTING STRUCTURAL SYSTEMS SHALL NOT BE MODIFIED

WITHOUT THE EXPRESS PERMISSION OF THE ENGINEER.

3. THE PROJECT SHALL BE PHASED IN ACCORDANCE WITH THE APPROVED

PHASING PLAN. THE CONTRACTOR SHALL OBTAIN APPROVAL FOR THE

SEQUENCING AND TIMING OF OPERATIONS PRIOR TO COMMENCING

WORK. SEE SPECIFICATIONS.

4. CONTRACTOR IS TO MAINTAIN SERVICE TO ROOMS OUTSIDE THE PROJECT

SCOPE OF WORK AND PHASING SCHEDULE. IF INTERRUPTION OF

SERVICE IS REQUIRED COORDINATE SHUTDOWN.

5. CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING

SYSTEMS AND SURFACES TO REMAIN. RESTORE DAMAGED AREAS THAT

ARE BEYOND THE SCOPE OF THIS CONTRACT TO THEIR ORIGINAL

CONDITION.

6. WHERE INDICATED ON THE DRAWINGS, REMOVE OR RELOCATE EXISTING

COMPONENTS AS REQUIRED TO ACCOMMODATE THE NEW WORK.

REMOVALS SHALL INCLUDE ALL ASSOCIATED OFF-SITE DISPOSAL COSTS.

7. COORDINATE REMOVALS AND RELOCATION'S INCLUDING SELECTIVE

CUTTING AND PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,

STRUCTURAL AND ELECTRICAL CONTRACTORS.

8. MOST PARTITIONS ARE FULL HEIGHT AND REQUIRE UTILITIES

PENETRATIONS TO BE SEALED, SEE ARCHITECTURAL DWGS FOR

PARTITION HEIGHTS. UTILITIES SHOWN FOR CLARITY THAT MAY RUN

PARALLEL TO WALL PARTITIONS WILL REQUIRE LOCATING IN THE FIELD TO

MINIMIZE CONFLICT WITH PARTITIONS.

9. COORDINATE THE LOCATIONS OF ALL WALL MOUNTED TEMPERATURE

SENSORS WITH FINAL EQUIPMENT/FURNITURE LAYOUT.

10. MANUFACTURERS NAME & MODEL NUMBER ARE USED FOR DESCRIPTIVE

PURPOSES ONLY & ARE INTENDED TO INDICATE THE STANDARD OF

MATERIAL OR ARTICLES REQUIRED.

11. INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS AND GOOD PRACTICE NORMAL TO THE TRADE.

INSTALLATION SHALL INCLUDE PROVISIONS FOR ACCESS TO NORMAL

MAINTENANCE ITEMS SUCH AS BELTS, BEARINGS, FILTERS AND MOTORS.

PROVIDE ADEQUATE STRUCTURAL SUPPORTS AND SECURE MOUNTING

METHODS WITH PROVISIONS FOR VIBRATION ISOLATION AND EXPANSION

WHERE REQUIRED.

12. PROVIDE VOLUME DAMPERS DOWN STREAM OF VAV BOXES AT EACH

BRANCH FROM MAIN DUCTWORK AND DUCT RUNNOUTS. PROVIDE

OPPOSED BLADE DAMPERS AT EACH NECK TO AN INDIVIDUAL REGISTER

OR DIFFUSER IN SUPPLY, RETURN AND EXHAUST DUCTS IRRESPECTIVE

OF WHETHER OR NOT A DAMPER IS INDICATED ON THE PLANS.

13. DIFFUSER SIZES INDICATED ARE NECK SIZES. REGISTERS & GRILLES ARE

INDICATED AS NOMINAL SIZES.

14. PERFORM ALL TESTS BEFORE INSULATING.

15. PIPING AND DUCTWORK SHALL BE CONCEALED UNLESS OTHERWISE

NOTED.

16. INSTALLATION SHALL PERMIT ACCESSIBILITY FOR SERVICE AND/OR

REPLACEMENT OF EQUIPMENT PROVIDED. PROVIDE ACCESS PANELS TO

GAIN ACCESS TO SYSTEMS COMPONENTS THAT REQUIRE MAINTENANCE

ACCORDING TO MANUFACTURER'S LITERATURE.

17. PROVIDE DUCTWORK WITH OFFSETS AND TRANSITIONS AS REQUIRED TO

FIT UNDER STRUCTURAL STEEL OR OTHER OBSTRUCTIONS. FLAT OVAL OR

ROUND SIZES MAY BE USED INTERCHANGEABLY BY THE CONTRACTOR.

MAINTAIN DUCT CROSS SECTIONAL AREA. CHANGES SHALL BE ONLY IN

ACCORDANCE WITH APPROVED SHOP DRAWINS OR WRITTEN PERMISSION

OF THE VA PROJECT ENGINEER.

18. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS & GUIDES

AS NECESSARY TO PREVENT UNDUE STRAIN ON PIPING.

19. SEE DETAILS & PIPING DIAGRAMS FOR ADDITIONAL VALVES & FITTINGS

NECESSARY FOR COMPLETE PIPING SYSTEM.

20. MECHANICAL CONTRACTOR TO COORDINATE ALL WORK WITH OTHER

BUILDING TRADES. SOME RELOCATION OF EXISTING UTILITIES MAY BE

NECESSARY TO ACCOMMODATE INSTALLATION OF NEW EQUIPMENT OR

DUCTWORK.

21. PROVIDE FIRE OR FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS &

WHERE REQUIRED BY APPLICABLE CODES FOR DUCTS & OPENINGS

THROUGH FLOORS, FIRE WALLS & FIRE PARTITIONS. DAMPERS SHALL BE

ENCLOSED IN #14 GAUGE STEEL SLEEVE. PROVIDE ACCESS DOORS

LOCATED SO THAT FUSIBLE LINK & OTHER DAMPER COMPONENTS MAY BE

INSPECTED REPLACED AND/OR SERVICED.

22. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS.

23. AT THE END OF EACH WORKING DAY, THE CONSTRUCTION SITE SHALL BE

LEFT IN A CLEAN AND NEAT CONDITION.

24. FIELD VERIFY EXISTING EQUIPMENT, DUCTWORK AND PIPING PRIOR TO

REMOVAL OR REUSE. CONFIRM WITH HOSPITAL THAT ALL EQUIPMENT,

DUCTWORK AND PIPING DESIGNATED TO BE REMOVED IS NO LONGER IN

SERVICE PRIOR TO ITS REMOVAL.

25. EXISTING EQUIPMENT, DUCTWORK AND PIPING TO REMAIN IN SERVICE

SHALL BE INSPECTED. ANY EQUIPMENT FOUND TO BE INOPERABLE SHALL

BE REPORTED TO THE PROJECT ENGINEER.

26. INFILL ALL NEW OR EXISTING ABANDONED FLOOR SLAB PENETRATIONS

WITH GROUT, FULL THICKNESS OF SLAB. MAINTAIN 2 HR FIRE RATING. ALL

EXISTING CONCRETE FLOORS AND CHASES ARE 2 HOUR FIRE RATED.

27. FILL AND PATCH ALL OPENINGS IN WALLS WHERE CONDUITS, PIPES,

DUCTS ETC. ARE OR HAVE BEEN REMOVED WITH UL LISTED FIRE

ASSEMBLY APPROVED BY THE ARCHITECT. MAINTAIN 2 HR FIRE RATING

WHERE APPLICABLE.

28. ALL UNUSED (ABANDONED) DUCTWORK, PIPING AND EQUIPMENT

INDICATED TO BE REMOVED SHALL BE REMOVED AND CAPPED.

29. TIE-IN POINT LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL

DETERMINE EXACT LOCATIONS IN THE FIELD BASED ON EXISTING

CONDITIONS.

SMOKE DAMPERSD

3-WAY AUTOMATIC CONTROL

VALVE (MIXING PATTERN)

2-WAY AUTOMATIC CONTROL VALVE

SHADED DUCTWORK SHALL BE 16 GAUGE SHEETMETAL10x16

ROOF EXHAUST - EXISTING

ROOF EXHAUST - REMOVED

ROOF EXHAUST - NEW

EXPANSION JOINT

PIPE SIZE12"

G

PIPE SLOPE

PIPE SIZE, GANG

12"S UP

14"DN

1-1/2"

F&T

FLOAT & THERMOSTATIC TRAP

SYMBOLS DESCRIPTIONSABBREVIATIONS DESCRIPTIONSSYMBOLSSYMBOLS DESCRIPTIONSDESCRIPTIONSDESCRIPTIONS ABBREVIATIONS SYMBOLS DESCRIPTIONS

SYMBOLS DESCRIPTIONSABBREVIATIONS

DUCT MOUNTED SMOKE DETECTOR, MTD BY HVAC

CONTR. SUPPLIED AND WIRED BY ELECTRICAL CONTR.

TITLENUMBER

NOTE:

REFER TO ARCHITECTURAL DOCUMENTS FOR DEDUCT ALTERNATE ITEMS.

DIFFUSER SYMBOLS

MECHANICAL ALTERNATE LIST

DUCTWORK SYMBOLSGENERAL SYMBOLSPIPING SYMBOLSGENERAL ABBREVIATIONSHVAC GENERAL NOTES

LIMIT OF DEMOLITION

M MOTOR-OPERATED DAMPER

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h a lf i nc f oo t 6" th re e i nc f oo t 6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376 of 99

Denis McLaughlin Telephone: 857-364-5149

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

6/15/2015

MECHANICAL - LEGEND AND GENERAL NOTES

MH001

ERDCMP 57

F F

F

ELEC

EMER. ELEC

SPRINKLER

ELEV. MACH.

ROOM

ELEV. 1

EL-1

ELEV. 2

EL-2

STAIR 2

STR- 2

UH

UH

EBB

UH

EF

24"x16" LOUVER

HP

24"x16" LOUVER24"x8" DOWN TO 12" AFF

18"x12" SA

18"x12" RA

24"x16" LOUVER

24"x24" LOUVER

EF

EF

324"x16" LOUVER

24"x24" LOUVER

24"x8" WITH MITERED ELBOW

DOWN TO 18" ABOVE

TRANSFORMER

24"x8" WITH MITERED

ELBOW DOWN TO

MOTORIZED DAMPER.

TERMINATE DUCT AFTER

MOTORIZED DAMPER

BELOW ELBOW.

TT

T

T M

M

1 2 3 4 5 6

A

B

C

ROUTE CONDENSATE

TO FLOOR DRAIN IN

ROOM.

EL LOBBY

STAIR 1

STR-1

M

RGI

SGI

REFRIGERANT UP TO CU-2

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h a lf i nc f oo t 6" th re e i nc f oo t 6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376 of 99

Denis McLaughlin Telephone: 857-364-5149

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

6/15/2015

MECHANICAL - PLAN - LEVEL 1

MH101

ERDCMP 58

1/8" = 1'-0"1 MECHANICAL PLAN - LEVEL 1

SECURITY IT

IT

HP

HP

UH

UH

CO

CO

SLOPE DN

SL

OP

E

DN

DOWN TO FLOOR DRAIN

ROUTE PIPE HIGH

BETWEEN

STRUCTURAL TEES

3/4"ø

3/4" CONNECT TO TOP

WITH AIR GAP FITTING

CU

1 2 3 4 5 6

A

B

C

STAIR 1

STR-1

ELEV. 2

EL-2

ELEV. 1

EL-1

REFRIGERANT PIPING

DOWN TO HP UNIT.

SEAL PENETRATIONS

WEATHERTIGHT.

REFRIGERANT UP TO CU

REFRIGERANT UP TO CU

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h a lf i nc f oo t 6" th re e i nc f oo t 6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376 of 99

Denis McLaughlin Telephone: 857-364-5149

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

6/15/2015

MECHANICAL - PLAN - LEVEL 2

MH102

ERDCMP 59

1/8" = 1'-0"1 MECHANICAL PLAN - LEVEL 2

CU

CU

1 2 3 4 5 6

A

B

C

ELEV. 1

EL-1 ELEV. 2

EL-2

STAIR 1

STR-1

REFRIGERANT PIPING

DOWN TO HP UNIT.

SEAL PENETRATIONS

WEATHERTIGHT.

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h a lf i nc f oo t 6" th re e i nc f oo t 6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376 of 99

Denis McLaughlin Telephone: 857-364-5149

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

6/15/2015

MECHANICAL - PLAN - LEVEL 3

MH103

ERDCMP 60

1/8" = 1'-0"1 MECHANICAL PLAN - LEVEL 3

DUCT

60" MAX

1"

DUCT

OVER 60"

1"

HANGER STRAP THREADED

HANGER

ROD

UNISTRUT

NOTES:

1. SIZE & RATING OF HANGERS & SUPPORTS SHALL BE

PER LATEST "SMACNA" STANDARDS.

DUCT SUPPORT ATTACHMENT N.T.S.

14" MIN.

WALL

LOUVER DAMPER

(MOTORIZED OR SELF

ACTING - SEE SPECS.)

FIXED LOUVER

12"x12" ACCESS DOOR

(HINGED)

STEEL LINTEL

ANGLE

IRON ALL

SIDES18 GAUGE SHEET

PLENUM TO

EXTEND THROUGH

WALL

MOTOR MTD. ON

VIRATION ISO.

WIRE MESH INLET

GUARD

WELDED ANGLE

IRON FRAME FOR

SUPPORTNOTES:

1. WHEN "D" IS OVER 24" PROVIDE

3/4" DRAIN AT 5'-0" CENTERS 6"

FROM LOUVER.

PROPELLER FAN N.T.S.

FRONT VIEWSIDE VIEW

PANEL

BOARD

FRONT VIEW

PA

NE

L B

OA

RD

REFER TO

N.E.C.

(TYPICAL)

SIDE VIEW

SECTION

110.26

WORKING

SPACE

OK

OK

FIXTURE

STRUCTURAL

CEILING

SUSPENDED

CEILING OK

OK

FINISHED

FLOOR

DEDICATED

ELECTRICAL

SPACE

DEDICATED ELECTRICAL SPACE REQUIREMENTS

WORKING SPACE REQUIREMENTS

LESS

THAN

6 FT.

6'-6"

MINIMUM

PANEL

BOARD

FINISHED

FLOOR

PA

NE

L B

OA

RD

LIGHT

FIXTURE

STRUCTURAL

CEILING

SUSPENDED

CEILING

SECTION

110.26

WORKING

SPACE

3'-0"

MINIMUM

2'-6"

MINIMUM

PIPE OR DUCT

NOTE:

NO DUCTWORK OR

PIPING PERMITTED

IN HATCHED SPACES

CLEARANCES AT ELECTRICAL PANELS N.T.S.

1-1/2" MIN. TO 3"

MAX. INSTALLED.

MAT TAUT.

SHEET METAL AS SPECIFIED

FOR DUCTWORK

6" NORMAL WITH

DUCT

FLEXIBLE MATERIAL

AS SPECIFIED

1-1/2"

POCKET

SLIP

ON FAN SIDE

FLANGED CONN.

WASHER

BOLT ON 100MM CENTERS

SHEET METAL AS

SPECIFIED FOR

DUCTWORK

25MMX3MM BAND IRON

ALTERNATE POSITION

OF BOLT

1" FLANGE AND HEM

RECTANGULAR FLEXIBLE CONNECTION N.T.S.

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h a lf i nc f oo t 6" th re e i nc f oo t 6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376 of 99

Denis McLaughlin Telephone: 857-364-5149

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

6/15/2015

MECHANICAL - DETAILS

MH501

ERDCMP 61

NA

MOCP

INDOOR DX FAN COIL - ELECTRICAL

DUCTED AIR COOLED SPLIT HEAT PUMP UNIT SCHEDULE

CFM LO-MED-HI

512-636-742

UNIT TAG

OUTDOOR

1. OUTDOOR UNIT MOUNTING BASE. 2. WIRED REMOTE CONTROLLER. 3. SEACOAST PROTECTION WITH BLUE FIN ANTI-CORROSION TREATMENT ON CONDENSER COIL. 4. 0.6INWG EXTERNAL STATIC PRESSURE. 5. BUILT-IN CONDENSATE PUMP (28" LIFT). 6. REFRIGERANT PIPE SHALL BE SIZED BY MANUFACTURER.NOTES:

HP-2 CU-2

UNIT TAG

INDOOR

CEILING SUPENDED

TYPE

EMR 101

ROOM

SERVED FUNCTION

COOLING ONLY

INDOOR DX FAN COIL

OUTDOOR °F

INDOOR DX FAN COIL - COOLING MBTU

SENSIBLESIZE/WEIGHT

44"Wx29"Dx10"H/73 LBS 16.3

INDOOR °FTOTALLATENT

7.7 24 77 95

OUTDOOR °F

INDOOR DX FAN COIL - HTG. MBTU

INDOOR °FTOTAL

456 17

VOLTAGE MIN. AMPACITY

2.63 AMPS208V/1P

MODEL (OUTDOOR)

MITSUBISHI ELECTRIC

18 AMPS

OUTDOOR CONDENSING UNIT - ELECTRICAL

MIN. AMPACITYCOMPRESSOR(S)

OUTDOOR CONDENSING UNIT

SIZE/WEIGHT

38"Wx15"Dx38"H/163 LBS

FAN(S) VOLTAGE

1 1 208V/1P -

REFRIGERANT

MOCP

30 AMPS

PIPE MODEL (INDOOR)

PEAD-A24AA4 PUZ-A24NHA4

MITSUBISHI

1, 2, 3, 4, 5,6

NOTES

AIR DEVICE SCHEDULE (RETURN)

MARK TYPE

AIR FLOW

MAX APD

MOUNTING

PANEL/FRAME SIZE NECK SIZE

NC DAMPER FINISH REMARKSMIN MAX

CFM [L/s] CFM [L/s] IN WG [Pa] IN x IN [mm x mm] IN x IN [mm x mm] RG1 LOUVERED GRILLE 0 [ ] 800 [ 380 ] 0.100 25.000 SURFACE 20X14 [ 500 x 360 ] 18x12 [ 457 x 304 ] 30 NONE WHITE 45 DEG, ALUMINUM

NOTE

1. PROVIDE SQUARE TO ROUND ADAPTER.

AIR DEVICE SCHEDULE (SUPPLY)

MARK TYPE

AIR FLOW

MAX APD

MOUNTING

PANEL/FRAME SIZE NECK SIZE

NC DAMPER FINISH REMARKSMIN MAX

IN x IN [mm x mm] IN [mm ]

CFM [L/s] CFM [L/s] IN WG [Pa]

SG1 LOUVERED GRILLE 0 [ ] 800 [ 380 ] 0.100 [ 25 ] SURFACE 20X14 [ 500 x 360 ] 18x12 [178 ø ] <30 NONE WHITE DOUBLE DEFLECTION 45 DEG ALUM

NOTES

1. SEE FLOOR PLAN FOR THROW PATTERN.

SPLIT SYSTEM DUCTLESS HEAT PUMP SCHEDULE

INDOOR UNIT

MARK

OUTDOOR UNIT

MARK LOCATION AREA AND/OR

BLDG SERVED TYPE

TOTAL SUPPLY AIR FLOW MIN. OUTSIDE AIR

FLOW EXT STATIC PRESSURE

COOLING CAPACITY HEATING CAPACITY AIR

FILTER

MARK

NO.

ELECTRICAL DATA

SUPPLEMENTAL HEAT

REMARKSMIN TOTAL CAPACITY MIN SENS CAPACITY MIN

SEER

EAT OSA DESIGN

TEMP COMP

Kw

MIN. HEAT

CAPACITY EAT DB LAT

Db

OSA DESIGN

TEMP INDOOR FAN OUTDOOR UNIT FAN

MCA PHASE VOLTDb Wb

CFM [L/s] CFM [L/s] IN [Pa] MBH [kW] MBH [kW] °F [°C] °F [°C] °F [°C] MBH KW °F [°C] °F [°C] °F [°C] HP [W] CONTROL HP [w] CONTROL Kw PHASE VOLT HP-1 CU-1 LEVEL 1 IT; IRM MINISPLIT HP 247 [ 120 ] 0 [ 0 ] .25 [ 63 ] 12 [ 41 ] 10 [ 3 ] 18 88 [ 31 ] 74 [ 23 ] 88 [ 31 ] 17 [ 5 ] 40 [ 4 ] 100 [ 38 ] 5 [ -15 ] - [ 17 ] ECM - [ 39 ] ECM [ 6.2 ] 1 208-230 - - - --

NOTES:

1. FURNISH FRONT AND BACK WIND BAFFELS, WIRED CONTROLLER, CONDENSATE PUMP.

2. FURNISH DIRECT WIRED CONDENSATE PUMP:

FAN SCHEDULE

MARK LOCATION AREA AND/OR

BLDG SERVED

SYSTEM AND/OR

SERVICE

AIR FLOW TSP

FAN MOTOR ELECTRICAL

CONTROL SEQUENCE REMARKS

TYPE WHEEL CLASS ARRANGEMENT, ROTATION, AND

DISCHARGE

DIAMETER

MIN % EFF DRIVE FAN MAX

RPM

NOMINAL POWER

PHASE VOLT RPM SPEED CONTROL

CFM [L/s] IN [Pa] IN [mm] BHP HP [kW] EF-1 LEVEL 1 GARAGE SPRINKLER ROOM 150 [ 71 ] 0.267 [ 67 ] SIDEWALL PROP. I - 9 [ 230 ] 75% DIRECT 1550 0.03 0.033 [ ] 1 120 1550 NONE COOLING T-STAT ---

EF-2 LEVEL 1 GARAGE EMER. ELEC. ROOM 150 [ 71 ] 0.267 [ 67 ] SIDEWALL PROP. I - 9 [ 230 ] 75% DIRECT 1550 0.03 0.033 [ ] 1 120 1550 NONE COOLING T-STAT EMER POWER

EF-3 LEVEL 1 GARAGE ELEC ROOM 850 [ 400 ] 0.392 [ 98 ] SIDEWALL PROP. I - 12 [ 300 ] 75% DIRECT 1750 0.18 0.25 [ ] 1 120 1750 NONE COOLING T-STAT ---

NOTES

PROVIDE EXHAUST FANS WITH STARTER, DISCONNECT, MOTORIZED DAMPER, AND MOTOR GUARD.

ALL SELECTIONS ARE BASED ON AN ALTITUDE OF 30 FT.

ELECTRIC UNIT HEATER AND ELECTRIC BASEBOARD SCHEDULE

MARK LOCATION AREA AND/OR BLDG

SERVED TYPE

AIR FLOW EAT MIN CAPACITY POWER

FAN MOTOR

REMARKSFAN POWER

PHASE VOLT

CFM L/S °F [°C] BTUH [W] AMP PHASE VOLT HP [W]

UH-1 SEE PLANS SEE PLANS HORIZ. 270 [ 130 ] 25 [ -4 ] 8553 [ 2500 ] 15 1 208 N/A [ 8 ] 1 208 ----

EBB-1 SEE PLANS SEE PLANS BASEBOARD N/A N/A N/A N/A 8553 [ 2500 ] - 1 208 N/A N/A N/A N/A

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing Number

Location

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h a lf i nc f oo t 6" th re e i nc f oo t 6"

SPECIFICATIONS:

Lowell Specifications 34 Marc Avenue Topsham, ME 04802 Tel: (207) 406-4001 Email: keith@lowellspecs.com

482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376 of 99

Denis McLaughlin Telephone: 857-364-5149

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

6/15/2015

MECHANICAL - SCHEDULES

MH601

ERDCMP 62