36E77618R0063-005.pdf

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PARKING LOT # 1

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BUILDING

BUILDING

OREA

PARKING LOT # 2

PARKING LOT # 3

PARKING LOT # 7

ASSIGNED PARKING

MAIN

BUILDING

BUILDING

#1

MRI

ADDITION

PARKING LOT # 8

TOT SPOT

CHILD

DEVELOPMENT

CENTER

NEW RESEARCH

BLDG.

9,411 SQ FT

OUTPATIENT

PARKING

LOT #3

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BUILDING 88

Sheet Number Sheet Name General

G000 COVER SHEET

G001 GENERAL NOTES AND MATERIAL LEGEND

G002 CODE PLAN

G003 PHASING PLAN DIAGRAM

Civil

CD101 CIVIL - PLAN - DEMO

CS101 CIVIL - PLAN - SITE

CS101-DA CIVIL - PLAN - SITE - DEDUCT ALTERNATE

CG101 CIVIL - PLAN - GRADING

CU101 CIVIL - PLAN - UTILITIES

CS501 CIVIL - DETAILS - SITE

CS502 CIVIL - DETAILS - SITE

CS503 CIVIL - DETAILS - SITE

Landscape

LP101 LANDSCAPE - PLAN - PLANTING

Architectural

AS101 PARKING LAYOUT - LEVEL 1

AS102 PARKING LAYOUT - LEVEL 2-4

AS103 PARKING LAYOUT - LEVEL 5

AS106 PLANS - RCPS - ROOFS

AS110 PLANS - ENLARGED

AS200 ELEVATIONS EXTERIOR

AS201 ELEVATIONS EXTERIOR

AS202 ELEVATIONS EXTERIOR - ENLARGED

AS210 ELEVATIONS INTERIOR

AS300 BUILDING SECTIONS

AS310 WALL SECTIONS

AS320 DETAILS ENVELOPE

AS321 DETAILS - ENVELOPE

AS330 DETAILS - CURTAINWALL

AS331 DETAILS - CURTAINWALL

AS400 ENLARGED PLANS - STAIR AND ELEVATOR

AS401 SECTIONS - STAIR AND ELEVATOR

AS402 PLANS AND SECTIONS - RAMP

AS501 DETAILS STAIR AND RAILING

AS502 DETAILS GATES AND FENCING

AS600 SCHEDULES - ROOMS AND SIGNAGE

AS601 SCHEDULE - DOORS, FRAMES AND TYPES

AS602 SCHEDULES - WINDOW AND CURTAINWALL

Structural

SS001 STRUCTURAL - GENERAL NOTES

SF101 STRUCTURAL - PLAN LEVEL 1/FOUNDATION

SF102 STRUCTURAL - TYPICAL CONCRETE SECTIONS AND DETAILS

SF103 STRUCTURAL - FOUNDATIONS SECTIONS

SF104 STRUCTURAL - FOUNDATIONS SECTIONS

SF105 STRUCTURAL - FOUNDATIONS SECTIONS

SS102 STRUCTURAL - PLAN - LEVEL 2

SS103 STRUCTURAL - PLAN - LEVEL 3

SS104 STRUCTURAL - PLAN - LEVEL 4

SS105 STRUCTURAL - PLAN - LEVEL 5

SS501 STRUCTURAL - TYPICAL PRECAST SECTIONS AND DETAILS

SS502 STRUCTURAL - FRAMING SECTIONS

SS503 STRUCTURAL - FRAMING SECTIONS

Plumbing

PL001 PLUMBING - LEGEND AND GENERAL NOTES

PL100 PLUMBING - PLAN - UNDERSLAB

PL101 PLUMBING - PLAN - LEVEL 1

PL102 PLUMBING - PLAN - LEVEL 2 - 4

PL103 PLUMBING - PLAN - LEVEL 5

PL301 PLUMBING - ENLARGED PLANS AND SECTIONS

PL501 PLUMBING - DETAILS AND SCHEDULES

Mechanical

MH001 MECHANICAL - LEGEND AND GENERAL NOTES

MH101 MECHANICAL - PLAN - LEVEL 1

MH102 MECHANICAL - PLAN - LEVEL 2

MH103 MECHANICAL - PLAN - LEVEL 3

MH501 MECHANICAL - DETAILS

MH601 MECHANICAL - SCHEDULES

Electrical

E001 ELECTRICAL - LEGEND AND GENERAL NOTES

E002 ELECTRICAL - ONE-LINE RISER DIAGRAM

E003 ELECTRICAL - SYSTEMS - ONE-LINE RISER DIAGRAMS

ES100 ELECTRICAL - SITE PLAN DEMO

ES101 ELECTRICAL - SITE PLAN NEW

ES101A ELECTRICAL - NEW SITE PLAN - ALTERNATE PARKING

ES501 ELECTRICAL - SITE DETAILS

EL101 ELECTRICAL - LIGHTING PLAN - LEVEL 1

EL102 ELECTRICAL - LIGHTING PLAN - LEVEL 2

EL103 ELECTRICAL - LIGHTING PLAN - LEVEL 3

EL104 ELECTRICAL - LIGHTING PLAN - LEVEL 4

EL105 ELECTRICAL - LIGHTING PLAN - LEVEL 5

EP101 ELECTRICAL - POWER PLAN - LEVEL 1

EP102 ELECTRICAL - POWER PLAN - LEVEL 2

EP103 ELECTRICAL - POWER PLAN - LEVEL 3

EP104 ELECTRICAL - POWER PLAN - LEVEL 4

EP105 ELECTRICAL - POWER PLAN - LEVEL 5

EJ101 ELECTRICAL - SYSTEMS PLANS LEVEL 1

EJ102 ELECTRICAL - SYSTEMS PLANS LEVEL 2

EJ103 ELECTRICAL - SYSTEMS PLANS LEVEL 3

EJ104 ELECTRICAL - SYSTEMS PLANS LEVEL 4

EJ105 ELECTRICAL - SYSTEMS PLANS LEVEL 5

E401 ELECTRICAL -LARGE SCALE PLANS

E402 ELECTRICAL -LARGE SCALE PLANS

E403 ELECTRICAL - LARGE SCALE PLANS

E404 ELECTRICAL - LARGE SCALE PLANS

E501 ELECTRICAL - DETAILS

E502 ELECTRICAL - DETAILS

E503 ELECTRICAL - DETAILS

E601 ELECTRICAL - SCHEDULES AND DIAGRAMS

E602 ELECTRICAL - SCHEDULES AND DIAGRAMS

Fire Protection

FP-001 FIRE PROTECTION - TITLE SHEET

FP-101 FIRE PROTECTION - PLAN - LEVEL 1/FOUNDATION

FP-102 FIRE PROTECTION - PLAN - LEVEL 2

FP-103 FIRE PROTECTION - PLAN - LEVEL 3

FP-104 FIRE PROTECTION - PLAN - LEVEL 4

FP-105 FIRE PROTECTION - PLAN - LEVEL 5

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DEPARTMENT OF VETERANS AFFAIRS

1400 VFW Parkway

West Roxbury, MA 02132

PROJECT NO. 523-400

ARCHITECTS - ENGINEERS - CONSULTANTS PROJECT ENGINEER

WEST ROXBURY GARAGE

VA MEDICAL CENTER

WEST ROXBURY HEALTHCARE SYSTEM

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

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

SPECIFICATIONS &

ESTIMATING:

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

DENIS MCLAUGHLIN

VA -JAMAICA PLAIN, MA

(857) - 364-5419

FACILITY KEY PLAN PROJECT AREA MAP

Project Number

Building Number

Dwg: of 99

Drawing Number

523-400

G000

100% BID DOCUMENTS

PROJECT GENERAL NOTES

1. These notes are intended for general reference and information and to augment the Contract and Specification information provided under separate cover. Refer to those Specifications for detailed information and requirements.

2. All Work included in this Contract shall conform to all national, state, and local Codes, Ordinances and Agency requirements including, but not limited to: hazardous material removal, solid waste disposal, seismic design, and life-safety.

3. Definitions:

• New: May be used to indicate items which shall be furnished and installed by this Contract.

Typically used to ensure clarity between various components of the drawings. Not all items are labeled as "new" when it is obvious by other indication.

• Existing: Existing building or site components which are in place at the start of Construction.

Not all items are labeled as "existing" when it is obvious by other indication. Consult the Architect for clarification.

• Repair: Restore to proper operating and aesthetic condition.

• Restore: Bring back to former condition, by repairing or patching as required.

• Patch: Restore to condition matching existing adjacent construction, surface texture and finish.

• N.I.C. (Not In Contract): Work which is not included in this Contract, but which may require

Contractor coordination.

• Remove: Dismantle and/or extract from the premises entirely. Dispose of off site unless noted otherwise.

• Replace: Dismantle and/or extract from the premises entirely. Dispose of off site unless noted otherwise. Provide new material as indicated.

• Damages: Existing building or site components, not scheduled for work, which are damaged.

Such elements and components shall be replaced or restored to original condition by methods approved by the Architect.

• Demolish: Dismantle and/or extract from the premises entirely. Dispose of off site unless noted otherwise.

• Salvage: Remove and reinstall or remove and deliver to the Owner, as indicated. Salvaged components may be for limited reuse, to match existing conditions or to patch and repair as indicated

4. It is the intent of the drawings and specifications to have the Contractor provide a complete, fully operational building. Provide all labor, materials and incidentals necessary to achieve this intent. Failure of the Drawings or Specifications to indicate each incidental shall not relieve the Contractor from providing the necessary items as part of this Contract. The Drawings show the design and layout, describe the quality level and construction techniques in a general sense only. All details are typical. What is shown in one condition applies to all other similar conditions, unless noted otherwise.

5. Verify the following items and report any discrepancies to the Architect prior to proceeding with Work, and proceed with the Work only after such discrepancies are resolved by the Architect:

• Existing conditions

• The size and location of all existing utilities.

• Discrepancies between or within the Contract Documents.

• Unsuitable soils: report the location of all unsuitable soil materials below anticipated levels of footings or slabs prior to setting forms.

• Mechanical, electrical and plumbing coordination having potential impact on ceiling heights or building appearance

• Dimensional discrepancies.

6. Provide bond-outs, blocking, sleeves and pipes as required for all wall, floor, roof, and ceiling penetrations through structure. Coordinate installation of all structural, mechanical, plumbing and electrical components. Seal all penetrations in fire rated assemblies and smoke assemblies to conform to U.L. rated assemblies and all NFPA and BOCA building Code requirements. All penetrations shall also comply with the acoustical assembly rating required for each wall or floor assembly. Refer to the Code Plans for specific Code references.

7. Mechanical, electrical and plumbing coordination: ceiling heights and duct sizes are given. Coordinate the Work to achieve the given visual and performance requirements, and the requirement of including mechanical, electrical and plumbing systems within the indicated space.

8. Do not penetrate structural beams, columns, or shear walls unless specifically detailed otherwise.

9. Coordinate the Work of all Subcontractors.

10. Provide work holes and access holes to install new systems in concealed spaces, as required or indicated.

PLAN GENERAL NOTES

1. The Drawings use a system of keyed notes on plans, elevations and details. Instructions for specific components of the Work are keyed to the Drawings. Building systems (partitions, roof & foundation) are keyed to floor plans, wall sections, roof plan and other details as appropriate.

2. Work from given dimensions. In general, large-scale details take precedence over smaller scale plans, elevations and building sections. Notify the Architect of any dimensional discrepancies prior to commencing the Work, and do not begin work until such discrepancies are resolved by the Architect. Do not scale drawings. Dimensions indicated as "clear" shall be maintained in cases of discrepancy.

3. Dimensional Control:

• Exterior dimensions are from:

• Centerline of column to outside face of masonry

• Face of masonry to face of masonry

• Face of concrete to face of concrete

• Centerline of column to centerline of window opening

• Masonry opening to masonry opening

• Center line of column to face of masonry

• Interior dimensions are from:

• Face of finish to face finish

• Face of masonry to face of masonry

• Face of finish to face of masonry

• Centerline column to face of stud or masonry

4. Verify all existing conditions and dimensions and report any discrepancies to the Architect. Proceed with the work only after discrepancy has been resolved with the Architect.

5. Masonry Opening or Rough Opening dimensions indicated are nominal dimensions only.

Coordinate all Masonry Openings or Rough Openings with actual window unit, doorframe, or curtain wall/storefront sizes and requirements.

6. All new openings into existing CMU walls for mechanical or electrical penetrations shall receive a lintel. Refer to the structural plans for lintel type. Refer to Mechanical plans for number, location, and size of all penetrations.

7. Flooring and floor finishes shall be installed to a maximum differential of 1/16" between dissimilar materials. Provide transition strips or thresholds (1/2" maximum) of same material as flooring and/or as noted on the drawings.

8. Typical Details:

The following details are typical throughout this project and apply in all cases unless specifically noted otherwise. Please note that these details may not be directly referenced from the plans or other details:

• Unless noted otherwise, the location of doorframes shall be:

• 8" from adjacent wall to the hinge side in CMU partitions.

• 4" from adjacent wall to the hinge side in metal stud partitions.

• Maintain a clear dimension of 1’-6” from all adjacent construction to the latch (pull) side of the door.

• Maintain other clear dimensions in accordance with the latest version of the ADA Accessibility

Guidelines (ADAAG).

CEILING GENERAL NOTES

1. Ceiling plans do not show every fixture or component. Refer to electrical, plumbing, mechanical and structural drawings for extent of all ceiling penetrations and installations and coordinate prior to installation.

WALL GENERAL NOTES

1. Fill all CMU voids with mortar or grout at all door jambs and masonry ties. Refer to Structural Drawings for notes on masonry reinforcement.

2. All partitions shall extend from sub-floor or slab to underside of floor or roof deck above, unless noted otherwise.

3. Install one bead of acoustical sealant under each layer of GWB at intersection with floor at each side of wall. Cover with wall base.

4. Verify all metal cold-formed metal framing and connection requirements with engineer of exterior framing system.

5. All CMU is 7-5/8" (8" Nominal), unless noted otherwise.

INTERIOR GENERAL NOTES

1. All mounting heights and clearances at Toilet rooms and elsewhere shall comply with the latest version of the ADA Accessibility Guidelines (ADAAG).

• Barrier-Free clearances are given. These clear dimensions shall be maintained in cases of discrepancy.

• All dimensions given for fixture and accessory locations are clear dimensions from finished surfaces, unless noted otherwise. Coordinate actual dimensions with wall construction and finishes.

• Locate all controls, flush valves, shutoffs and similar items in accordance with the latest version of the ADA Accessibility Guidelines (ADAAG).

• A range of mounting heights may be given for some items. Maintain a consistent mounting height, within the given range, throughout the Project, unless noted otherwise.

DOOR AND WINDOW GENERAL NOTES

1. Fill all interior hollow metal frames adjacent to CMU with mortar. Fill all new exterior metal doorframes with grout. Coat inside of all hollow metal frames with asphalt emulsion.

2. Unless noted otherwise, the location of doorframes shall be:

• 8" from adjacent wall to the hinge side in CMU partitions.

• 4" from adjacent wall to the hinge side in metal stud partitions.

• Maintain a clear dimension of 1’-6” from all adjacent construction to the latch (pull) side of the door.

• Maintain other clear dimensions in accordance with the latest version of the ADA Accessibility

Guidelines (ADAAG).

3. Refer to Specifications for locations of Tempered, Wired, or Insulating Glass, unless noted otherwise.

4. All windows with contiguous metal panel infills shall have the indicated fixed or operable frame in the translucent panel. The metal panel portion shall have a fixed framing member of the same framing manufacturer of similar style that can be combined with similar units.

ROOF GENERAL NOTES

1. Provide flashing at all roof penetrations, whether shown on the roof plan or not, unless noted otherwise. Refer to Structural, Mechanical and electrical plans for number, location, and size of penetrations.

VERTICAL CIRCULATION GENERAL NOTES

1. All handrail and guardrail components shall be able to withstand a horizontal load of 250 pounds at any point.

2. Guardrails shall not allow the passage of a 4-inch sphere between members.

3. All ramp, stair, ladder, alternating tread device, handrail and guardrail components shall comply with the applicable provisions of the latest version(s) IBC, NFPA 101, and the ADA.

MATERIALS LEGEND

GRAVEL

CONCRETE MASONRY UNIT

BRICK

CONCRETE

SOIL

STEEL

WOOD FRAMING

WOOD BLOCKING

GYPSUM BOARD

PLYWOOD

BATT INSULATION

RIGID INSULATION

ABBREIATIONS

AB ANCHOR BOLT

AB AIR BARRIER

AC AIR CONDITIONING

ADDL ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AH AIR HANDLER

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

AOR AREA OF REFUGE

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ARND AROUND

AWP ACOUSTICAL WALL PANEL

BD BOARD

BF BARRIER FREE

BIT BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BENCHMARK

BOT BOTTOM

BO BOTTOM OF

BRK BRICK

BRG BEARING

B/S BRICK SHELF

BSMT BASEMENT

C, CRS COURSE

CAB CABINET

CB CATCH BASIN

CC CENTER TO CENTER

CF CUBIC FOOT

CFMF COLD FORMED METAL FRAMING

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONC/CCOLORED CONCRETE

CONT CONTINUOUS OR CONTINUE

CONTR CONTRACTOR

CPT CARPET

CS COUNTERSINK

CSMT CASEMENT

CT CERAMIC TILE

CWT CERAMIC WALL TILE

CUH CABINET UNIT HEATER

CY CUBIC YARD

CW CURTAIN WALL

DBL DOUBLE

DC DISPLAY CASE

DEMO DEMOLISH, DEMOLITION

DF DRINKING FOUNTAIN

DIA, DIAM DIAMETER

DIM DIMENSION

DIV DIVISION

DMP DEMOUNTABLE PARTITION

DN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EXHAUST FAN

EMHO ELECTRO MAGNETIC HOLD OPEN

EIFS EXTERIOR INSULATION FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

EP EPOXY PAINT

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSED/ENCLOSURE

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

EXIST EXISTING

EXT EXTERIOR

EW EYEWASH

EWC ELECTRIC WATER COOLER

FB FIRE BLANKET

FBO FURNISHED BY OWNER

FCS FLOOR COATING SYSTEM

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER AND CABINET

FFE FINISHED FLOOR ELEVATION

FG FIBERGLASS

FHVC FIRE HOSE AND VALVE CABINET

FIN FINISH(ED)

FIN GR FINISH GRADE

FLR FLOOR(ING)

FNDN FOUNDATION

FP FIREPROOFING

FO FACE OF

FRMG FRAME(ING)

FRP FIBER REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FSR FLEXIBLE SHEET ROOFING

FT FOOT(FEET)

FTG FOOTING

FTR FIN TUBE RADIATION

FUR FURRED(ING)

FV FIELD VERIFY

FWC FABRIC WALL COVERING

GA GAUGE

GALV GALVINIZED

GB GRAB BAR

GFB GROUND FACE CMU

GL GLASS, GLAZING

GWB GYPSUM WALLBOARD

HARD HARDENER

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDO HIGH DENSITY OVERLAY

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HAND RAIL

HS HIGH SCHOOL

HT HEIGHT

HTG HEATING

HVAC HEATING/VENTILATION/AIR

CONDITIONING

IBC INSTALLED BY

CONTRACTOR

ID INSIDE DIAMETER

IN INCH (ES)

INCL INCLUDE (D), (ING)

INFO INFORMATION

INSUL INSULATED

INT INTERIOR

INV INVERT

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LB POUND (S)

LCC LEAD COATED COPPER

LF LINEAR FOOT

LH LEFT HAND

LOC’N LOCATION

LW LIGHTWEIGHT (CMU)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MCWF MULTI COLOR WALL FINISH

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MED MEDIUM

MF MEMBRANE FLASHING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOULDING, MOULDING

MO MASONRY OPENING

MR MOISTURE RESISTANT

MRGB MOISTURE RESISTANT GYPSUM BOARD

MS MOP SINK

MSF METAL STUD FRAMING

MTL METAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O/ OVER

OC ON CENTER

OD OUTSIDE DIAMETER

OFS OVERFLOW SCUPPER

OP OPAQUE

OH OVERHEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPS OPERABLE PANEL SYSTEM

P, PTD PAINT

PC PRECAST CONC.

PERF PERFORATED

PERIM PERIMETER

PRKG PARKING

PL PLATE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QR QUARTER ROUND

QT QUARRY TILE

RE: REFERENCE

REF REFRIGERATOR

REQ’D REQUIRED

REV REVISION (S), REVISED

RL RAIN LEADER

RF RUBBER FLOOR

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

S SOUTH

SAT SUSPENDED ACOUSTICAL TILE

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN, SOAP DISPENSER

SECT SECTION

SF SQUARE FOOT

SGL SAFETY GLASS

SH SHOWER

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SNR SANITARY NAPKIN RECEPTOR

SP SPECIAL PAINT

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRL STRUCTURAL

STRUCTSTRUCTURE/STRUCTURAL

SUPT SUPPORT

SUSP SUSPENDED

SV SHEET VINYL

T TOILET

TB TOWEL BAR

TB TACKBOARD

T&G TONGUE AND GROOVE

TGL TEMPERED GLASS

THK THICK(NESS)

TO TOP OF

TP TOILET PARTITION

TPD TOILET PAPER DISPENSER

TV TELEVISION

TYP TYPICAL

UCR UNDER COUNTER REFRIGERATOR

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER/VINY BASE

VC VALVE CABINET

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VPW VENEER PLYWOOD

VWC VINYL WALL COVERING

W WEST

W/ WITH

WC WATER CLOSET

WD WOOD

WGL WIRE GLASS

WH WATER HEATER

W/O WITHOUT

WS WATERSTOP

WP WATERPROOF

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

YD YARD

ZCC ZINC-COATED COPPER

SYMBOLS

ROOM TAG

DOOR TAG

1t WINDOW\CURTAINWALL TAG

0.0

S4

A41.1

WALL TAG

A101

SIM

BUILDING SECTION

WALL SECTION

PLAN OR SECTION DETAIL

INTERIOR ELEVATION

EXTERIOR ELEVATION

A101

SIM

FLOOR LEVEL\VERTICAL ELEVATION

COLUMN CENTERLINE

Room name

150 SF

SPECIALTY EQUIPMENT\

TOILET ACCESSORY TAG

CASEWORK TAG

1i

1i

A101

SIM

A101

CMU PARTITION

FULL HEIGHT

M4A

PARTITION TOP ANCHOR

DECK

1" DEFLECTION SPACE

W/ FULL THICK

COMPRESSED FG INSUL

FILL VOIDS AT DECK

4" CMU @ M4A

6" CMU @ M6A

8" CMU @ M8A

12" CMU @ M12A

MASONRY JOINT

REINFORCEMENT

FOR SMOKE PARTITIONS AS

INDICATED ON PLANS:

FIRESTOP SYSTEM AT

CORRIDOR SIDE; FILL VOIDS

AT DECK WITH MINERAL

WOOL.

NOTES:

1. AT SMOKE PARTITIONS, SEAL ALL PENETRATIONS TO

RESIST THE PASSAGE OF SMOKE PER NFPA 101

M8A M12A

M6A CMU PARTITION

FULL HEIGHT

M6A-3F

PARTITION TOP ANCHOR

DECK

1" DEFLECTION SPACE W/

FULL THICK COMPRESSED

FG INSUL FILL VOIDS AT

DECK

6" CMU

MASONRY JOINT

REINFORCEMENT

FOR SMOKE PARTITIONS AS

INDICATED ON PLANS:

FIRESTOP SYSTEM AT

CORRIDOR SIDE; FILL VOIDS

AT DECK WITH MINERAL

WOOL.

2" SPRAY APPLIED

CELLULOSE INSULATION

AIR BARRIER

VINYL "J" CHANNEL AT BASE

OF GWB - HOLD OFF CONC.

1/4"

BACKER ROD AND SEALANT

4" X 4" CMU CURB AT

BASE OF MTL STUD

GWB

EXTERIOR PARTITION CMU

INFILL WALL

PARTITION TOP ANCHOR

DECK OR SPANDREL

1" DEFLECTION SPACE

W/ FULL THICK

COMPRESSED FG INSUL

FILL VOIDS AT DECK

6" CMU

MASONRY JOINT

REINFORCEMENT

2" SPRAY APPLIED

CELLULOSE INSULATION

AIR BARRIER

DAMPROOFING

10 1/4"

EM6A

VINYL "J" CHANNEL AT BASE

OF GWB - HOLD OFF CONC.

1/4"

BACKER ROD AND SEALANT

4"X4" CMU CURB AT BASE

OF MTL STUD

4" CMU VENEER

GWB

METAL STUD FURRING

- PROVIDE 2" CONC.

CURB @ BASE

S1F

S2F

S4F

7/8" HAT

1- 5/8" LGMF

3-5/8" LGMF

U .N

.O

2"

U .N

.O

4"

S3F 2-5/8" LGMF

U .N

.O

3"

NOTE:

TOP OF WALL CONDITION

VARIES AT FIRE WALLS -

SEE WALL SECTIONS

1" DEFLECTION

SPACE W/ UL LISTED

FIRE STOP SYSTEM

AND PARTITION TOP

ANCHOR.

8" CMU @ M8A-2

12" CMU @ M12A-2

MASONRY JOINT

REINFORCEMENT

UL # U905

CMU PARTITION

FULL HEIGHT

2-HOUR FIRE-RATED

M8A-2

M12A-2

CMU PARTITION

FULL HEIGHT

1-HOUR FIRE-RATED

M8A-1

DECK

1" DEFLECTION SPACE

W/ UL LISTED FIRESTOP

SYSTEM & PARTITION

TOP ANCHOR

8" CMU @ M8A-1

12" CMU @ M12A-1

MASONRY JOINT

REINFORCEMENT

UL # U905 SIM

M12A-1

CMU PARTITION

FULL HEIGHT

PARTITION TOP ANCHOR

8" CMU

MASONRY JOINT

REINFORCEMENT

2" SPRAY APPLIED

CELLULOSe INSULATION

AIR BARRIER

VINYL "J" CHANNEL AT BASE

OF GWB - HOLD OFF CONC.

1/4"

BACKER ROD AND SEALANT

4" X 4" CMU CURB AT

BASE OF MTL STUD

M6A-2-3F

UL # U906

DECK

1" DEFLECTION SPACE

W/ UL LISTED FIRESTOP

SYSTEM & PARTITION

TOP ANCHOR

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 e f o o t o a lf in o t th re e e ig h 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 e f o 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 of 99

DENIS MCLAUGHLIN

VA -JAMAICA PLAIN, MA

(857) - 364-5419

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

06/15/2015

GENERAL NOTES AND MATERIAL LEGEND

G001

ADHDW 2

CMU Partition CMU Partition W/ MTL Furring and Insulation

EXTERIOR - CMU Partition W/ CMU Veneer, MTL Furring and InsulationMetal Stud Furring

CMU Partition 2 HR CMU Partition 1 HR CMU Partition 2 HR W/ MTL Furring and Insulation

DN

UP

NOTES:

1. NFPA 101 primarily addresses life safety and fire protection features while the IBC addresses a wide range of considerations, including, but not limited to, structural strength, seismic stability, sanitation, adequate light and ventilation, and energy conservation. VA buildings must meet the requirements of NFPA 101 and documents referenced by NFPA 101 in order to comply with the accreditation requirements of The Joint Commission. Therefore, designs shall comply with the requirements of the latest edition of NFPA 101 and documents referenced therein. Design features not addressed by NFPA 101 or documents referenced therein shall comply with the requirements of the latest edition of the IBC or as otherwise addressed above in this Program Guide. For design features that are addressed by both the IBC as well as NFPA 101 or a document referenced by NFPA 101, the requirements of NFPA 101 or the document referenced by NFPA 101 shall be used exclusively (this applies even if the IBC requirements are different).

Applicable Codes : The VA has adopted the most recent edition of the following codes:

2012 IBC

NFPA 101 2012 Life Safety Code NFPA National Fire Codes with the exception of NFPA 5000 and NFPA 900 Occupational, Safety and Health Administration (OSHA) Standards VA Seismic Design Requirements, H-18-8 National Electrical Code (NEC) International Plumbing Code (IPC) Safety Code for Elevators and Escalators, American Society of Mechanical Engineers (ASME) A 17.1 ASME Boiler and Pressure Vessel Code ASME Code for Pressure Piping Architectural Barriers Act Accessibility Standards (ADAAS) including VA supplement, Barrier Free Design Guide (PG-18-13) Building Code Requirements for Reinforced Concrete, American Concrete Institute and Commentary (ACI 318) Manual of Steel Construction and Safety Signs. Stated in the General Requirements Section 01010 of the VA Master Construction Specification Energy Policy Act of 2005 (EPAct) DOE Interim Final Rule; Energy Conservation Standards for New Federal, Commercial and Multifamily High-Rise Residential Buildings and New Low-Rise Residential Buildings, 10 CFR Parts 443, 434, and 435 Federal Leadership in High Performance and Sustainable Buildings; Memorandum of Understand (MOU) Executive Order13423; Strengthening Federal Environmental, Energy, and Transportation Management.

The Provisions for Construction and Safety Signs. Stated in the General Requirements Section 01010 of the VA Master Construction Specification.

Ventilation for Acceptable Indoor Air Quality - ASHRAE Standard 62.1 -2004.

Safety Standard for Refrigeration Systems - ASHRAE Standard 15 - 2007

Storage Occupancies:

42.8.1.3 Open Parking Structures. Open parking Structures shall comply with 42.8.1.3.1 through 42.8.1.3.3.

42.8.1.3.1. Each parking level shall have wall openings open to the atmosphere for an area of not less than 1.4 s.f. for each linear foot of its exterior perimeter. [88A:5.5.1]

42.8.1.3.2. The openings addressed in 42.8.1.3.1 shall be distributed over 40 percent of the buildings perimeter or uniformly over two opposing sides. [ 88A:5.5.2]

42.8.1.3.3 Interior wall lines and column lines shall be at least 20% open, with openings distributed to provide ventilation [88A:5.5.3]

Construction: Type II (000)

5.1.1 Parking structures shall be building using one of the types of construction defined in NFPA 220, except as otherwise amended in this standard.

5.1.2 Open parking structures shall be of Type I or Type II construction as defined in NFPA 220.

5.1.3 Heights and Floor areas of open parking structures of Type I, Type II (222) or Type II (111) construction shall be permitted to be unlimited.

5.1.4 Open parking structures of Type II(000) shall be permitted to be of unlimited area where both of the following conditions are met:

(1) The height does not exceed 75 ft.

(2) The horizontal distance from any point on any parking level to an exterior wall opening on a street, an alley, a courtyard, or other similar permanent open space does not exceed 200 ft.

Floors:

5.3.1 Floor surfaces shall be of noncombustible materials.

5.3.1.2 Asphalt shall be permitted on grade.

Fire Sprinkler Systems:

6.4.1 Automatic sprinkler systems shall conform to NFPA 13.

6.4.4 Automatic sprinkler systems shall not be required in open parking structures.

Standpipes:

6.5.1 Parking structures exceeding a height of 50 ft or having parking levels below grade shall be provided with a Class I standpipe system in accordance with NFPA 14.

6.5.2 Class I standpipe systems of the manual dry pipe shall be permitted in open parking structures.

Detection Alarm and Communications Systems:

6.6.3 Fire alarm systems shall not be required in open parking structures.

Extinguishment Requirements.

42.8.3.5 Extinguishment Requirements (No Requirements)

Doors:

42.8.2.2.2.3 An opening for the passage of automobiles shall be permitted to serve as an exit from a street floor, provided that no door or shutter is installed therein.

Stairs:

42.8.2.2.3.2 In open parking structures, stairs complying with 7.2.2.5.1 (enclosures) shall not be required.

Ramps:

42.8.2.2.6.1 Ramps shall be permitted in accordance with any of the following condition:

(2) In a ramp-type open parking structure with open vehicle ramps not subject to closure, the ramps shall be permitted to serve in lieu of the second means of egress from floors above the level of exit discharge, provided that the ramp discharges directly outside at the street level. [88A:4.1.3]

(3) For parking structures extending only one floor level below the level of exit discharge, a vehicle ramp leading directly to the outside shall be permitted to serve in lieu of the second means of egress, provided that no door or shutter is installed therein. [88A:4.1.4]

88A 4.1.2 The Ramp requirement of NFPA 101, 7.2.5 (Ramps), and NFPA 5000, 11.2.5, shall not apply to those parts of sloped floors utilized for both parking and vehicular circulation.

Area of Refuge:

42.8.2.2.9.2 In open-air parking structures, the area of refuge requirements of 7.2.12.1.2(2) shall not apply.

Arrangement of Means of Egress:

42.8.2.5.1 Dead Ends shall not exceed 50ft.

Maximum Travel Distance to Exits:

Table 42.8.2.6.1 - Open Parking Structure - Not Protected throughout - 300 ft.

42.8.2.6.2 In open parking structures, travel distance shall comply with one of the following:

(2) The travel distance to a stair that does not meet the provisions for an exit enclosure shall not exceed the travel distance specified in Table 42.8.2.6.1, and travel along the stair shall not be limited.

EXIT

EXIT

FEC

FIRE EXTIGUISHER CABINET

2 HOUR WALL

FIRE RATINGS

SMOKE

1 HOUR FIRE RATED PARTITION

VAN

F E

C

F E

C

EXIT

E X

IT

EXIT

E X

IT

242' - 0"

3'

EXIT

F E

C

F E

C

F E

C

E X

IT

3'

EXIT

E X

IT

E X

IT

DN

DN

242' - 0"

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

6" o o t

6" o lf in c h e f o o t

6" th 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 of 99

DENIS MCLAUGHLIN

VA -JAMAICA PLAIN, MA

(857) - 364-5419

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

06/15/2015

CODE PLAN

G002

ADHDW 3

1/16" = 1'-0"

GROUND LEVEL CODE PLAN

1/16" = 1'-0"

LEVEL 2-4 CODE PLAN

DN

C

A

1 6

DN

UP

UP

C

A

1 6

UP

UP

C

A

1 6

UP

UP

CLOSE HANDRAIL IF REQ'D

- NOTE 3

C

A

1 6

UP

UP

PHASE 2

PHASE 3

STAIRS AND RAILS -

NOTE 4

ELEVATOR - NOTE 6

SPANDREL NOTE 5

SPANDREL NOTE 5

FULL HEIGHT SECURITY

GATE - NOTE 4

ANTICLIMB NOTE 2

C

A

1 6

UP

UP

PHASE 4

PHASE 3

SPANDREL - NOTE 5

ELEVATOR - NOTE 6

STAIR 2 ENCLOSURE - NOTE 3

STAIRS AND RAILS -

NOTE 4

FULL HEIGHT SECURITY

GATE - NOTE 4

ANTICLIMB NOTE 2

ISOMETRIC KEY

LEVEL 2

LEVEL 1

LEVEL 3

LEVEL 4

LEVEL 5

A

C

1 6

NOTES:

1) FULL HEIGHT ENTRY TOWER, ELEVATORS AND STAIRS TO

BE COMPLETED AS PART OF PHASE 1.

2) ANTI CLIMB FENCE TO BE MOUNTED AT THE HIGHEST PHASE

COMPLETED - TO BE MOVED TO LATER PHASES AS ADDED.

3)STAIR 2 AND RAILINGS TO BE BUILT TO THE HIGHEST PHASE

COMPLETED - STAIR 2 ENCLOSURE TO BE COMPLETED IN

PHASE 4.

4) STAIR 1 AND RAILS TO BE COMPLETED AS PART OF PHASE 1

- PROVIDE FULL HEIGHT CHAIN LINK SECURITY FENCE AND

GATE AT HIGHEST PHASE COMPLETED - MOVE IF REQUIRED IF

LATER PHASES ARE ADDED. OMIT OR REMOVE IF PROJECT IS

FULLY EXECUTED.

5)SPANDREL CLOSURE TO BE PROVIDED AT END OF HIGHEST

LEVEL OF COMPLETION TO BE MOVED IF LATER PHASES ARE

ADDED.

6)ELEVATORS TO BE COMPLETED FULL HEIGHT OF TOWER,

PROGRAM STOP TO HIGHEST LEVEL OF COMPLETION, WILL

REQUIRE ADDITIONAL STOPS TO BE PROGRAMMED IF LATER

PHASES ARE ADDED.

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 1

PHASE 2

PHASE 3

PHASE 4

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

6" o o t

6" o lf in c h e f o o t

6" th 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 of 99

DENIS MCLAUGHLIN

VA -JAMAICA PLAIN, MA

(857) - 364-5419

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

06/15/2015

PHASING PLAN DIAGRAM

G003

ADHDW 4

1/32" = 1'-0"

LEVEL 1 PHASING PLAN

1/32" = 1'-0"

LEVEL 2 PHASING PLAN

1/32" = 1'-0"

LEVEL 3 PHASING PLAN

1/32" = 1'-0"

LEVEL 4 PHASING PLAN

1/32" = 1'-0"

LEVEL 5 PHASING PLAN

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 al f in es

6" th re e i nc he f oo t

6"

SPECIFICATIONS:

Lowell Specifications

50 Fernald Road

Freeport, ME 04032

Tel: (207)865-4518

Fax: (207) 865-1136

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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

06/15/2015

CD101

JMTM

CIVIL - PLAN - DEMO

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 al f in

6" th re e i nc f oo t

6"

SPECIFICATIONS:

Lowell Specifications

50 Fernald Road

Freeport, ME 04032

Tel: (207)865-4518

Fax: (207) 865-1136

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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

06/15/2015

CIVIL - PLAN - SITE

CS101

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 al f in

6" th re e i nc f oo t

6"

SPECIFICATIONS:

Lowell Specifications

50 Fernald Road

Freeport, ME 04032

Tel: (207)865-4518

Fax: (207) 865-1136

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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

06/15/2015

CIVIL - PLAN - SITE

DEDUCT ALTERNATE

CS101-DA

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 al f in

6" th re e i nc f oo t

6"

SPECIFICATIONS:

Lowell Specifications

50 Fernald Road

Freeport, ME 04032

Tel: (207)865-4518

Fax: (207) 865-1136

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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

06/15/2015

CIVIL - PLAN - GRADING

CG101

SBTM

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E E

E

EEEEEEE

E

E

E

E

E

E

E

E

E

E

E

E

E

EEEEEEEE

E

E

E

E

E

E

E

EEEEE

E

EEEEEEEEE

E

E

E

E E E E E E E E E E

E

EEEEEEEEE

E

E

E E

E

E E

E

E

EEEEEEE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

W

W

W

W W

W

W

W W

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 al f in

6" th re e i nc f oo t

6"

SPECIFICATIONS:

Lowell Specifications

50 Fernald Road

Freeport, ME 04032

Tel: (207)865-4518

Fax: (207) 865-1136

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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

06/15/2015

CIVIL - PLAN - UTILITIES

CU101

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 al f in

6" th re e i nc f oo t

6"

SPECIFICATIONS:

Lowell Specifications

50 Fernald Road

Freeport, ME 04032

Tel: (207)865-4518

Fax: (207) 865-1136

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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

06/15/2015

CIVIL - DETAILS - SITE

CS501