36E77618R0063-007.pdf

LEVEL 5

143' - 6"

ALUMINUM CW FRAMING

SHEET FLASHING IN CONTINUOUS BED OF

SEALANT INTO GLASING POCKET

SEALANT AND BACKER ROD (BOTH SIDES)

COMPRESSIBLE FILL @ HEAD

3/ 4"

CURTAINWALL PANEL AS SCHEDULED

1" x 1/2" REVEAL WHERE

SHOWN ON ELEVATIONS

1/4"

1 3/4"

LINE OF WALL BEYOND

1" x 1/2" REVEAL WHERE

SHOWN ON ELEVATIONS

ALUMINUM CW FRAMING

CONTINUOUS MTL CLEAT FASTENED

TO CONC. WALL

METAL SILL FLASHING INTO GLAZING

POCKET

SELF ADHERED MEMBRANE FLASHING

SHEET FLASHING IN CONTINUOUS BED OF

SEALANT INTO GLASING POCKET

CURTAINWALL PANEL AS SCHEDULED

1" RECESS IN PRECAST PANEL

1" X 1/2" REVEAL SEE ELEVATIONS

1 3/4"

NW STAIR ROOF

153' - 10"3/

4"

CURTAINWALL FRAME

SELF ADHERED MEMBRANE FLASHING

RETURN INTO HEAD

CURTAIN WALL PANEL AS SCHEDULED

CONTINOUS CLEAT INTO

GLAZING POCKET

SHEET FLASHING IN CONTINUOUS BED

OF SEALANT INTO GLAZING POCKET

COMPRESSIBLE FILL

ROOFING MEMRANE OVER FASCIA

METAL FASCIA

ROOF MEMBRANE FLASHING OVER

METAL FASCIA

12" CONCRETE CURB

ALUMINUM CW FRAMING

CONTINUOUS MTL CLEAT FASTENED

TO CONC. WALL

METAL SILL FLASHING INTO GLAZING

POCKET

SELF ADHERED MEMBRANE FLASHING

SHEET FLASHING IN CONTINUOUS BED OF

SEALANT INTO GLASING POCKET

SPANDREL PANEL

NW STAIR ROOF

153' - 10"3/

4"

CURTAINWALL PANEL AS

SCHEDULED

CURTAINWALL FRAME

SELF ADHERED MEMBRANE FLASHING

RETURN INTO HEAD

CONTINOUS CLEAT INTO

GLAZING POCKET

SHEET FLASHING IN CONTINUOUS BED

OF SEALANT INTO GLAZING POCKET

COMPRESSIBLE FILL

STEEL PLATE BACK TO STRUCTURE

ROOFING MEMRANE OVER FASCIA

METAL FASCIA

ROOF MEMBRANE FLASHING OVER

METAL FASCIA

GLAZING/PANEL AS SCHEDULED

GLAZING/PANEL AS

SCHEDULED

OUTSIDE CORNER EXTRUSION BY

CURTAINWALL SUPPLIER

STEEL TUBE ROOF SUPPORT -

SEE STRUCT

DOOR AS SCHEDULED

GLAZING/PANEL AS

SCHEDULED

OUTSIDE CORNER EXTRUSION BY

CURTAINWALL SUPPLIER

STEEL TUBE ROOF SUPPORT -

SEE STRUCT

CURTAIN WALL SUPPLIER TO

PROVIDE ADDITIONAL

REINFORCING IF REQ'D

CURTAIN WALL SUPPLIER TO PROVIDE

ADDITIONAL REINFORCING IF REQ'D

CONCRETE PIER BELOW

EDGE OF CONCRETE CURB

BELOW

1/ 4"

M

IN

/8

M A

X

1'

1/ 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 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

DETAILS - CURTAINWALL

AS331

ADHDW 28

3" = 1'-0" A8

CW HEAD @ PRECAST RECESS

3" = 1'-0" E8

CW SILL @ PRECAST @ RECESS

3" = 1'-0" A1

CW HEAD @ ROOF

3" = 1'-0" E1

CW SILL @ SLAB

3" = 1'-0" A5

LOUVER HEAD @ CW

3" = 1'-0" C1

CW - CORNER MULLION

3" = 1'-0" E6

STAIR 2 - CW CORNER @ DOOR

AS401

AS401

38"X84" WALL OPENING TYPICAL ALL LEVELS8" 3' - 4"

5' - 4 1/2" 10 T @ 11" = 9' - 2"

AS501

A8

8'

AS2103

AS310

AS401

AS401

AS310

F8

AS501F6

AS501

F4

AS501

1" 3'

1'

3'

1"

8'

19' - 3 1/2"

9T @ 11" = 8' - 3" 5' - 3"

38"X84" WALL OPENING TYPICAL ALL LEVELS

AS2103

AS310

FULL HEIGHT SECURITY

FENCE IF REQ'D SEE

PHASING A004

5' - 9 1/2" 9T @ 11"= 8' - 3"

AS401

19' - 3 1/2"

AS401

AS310

1' -0

M

IN

38"X84" WALL OPENING TYPICAL ALL LEVELS

8'

GUARDRAIL

AS310

E3

AS330

AS330

C1AS330

C2

3'

1'

3'

9T @ 11" = 8' - 3" 5' - 3"

5' - 9 1/2" 9T @ 11"= 8' - 3"

A

AS401

7'

T

1"

7'

5' - 4" 4' - 0"

CHAIN LINK SURROUND UNDER

STAIR TO 6'-8" MIN

A

AS401

AS501

A8

7'

T

1"

7'

5' - 4" 4' - 0"

1'

1'

1 1/2" 1 1/2"

A

AS401

5'

/4 " A3

A4

A5

A6

3' - 4" 10 1/8" 6' - 3 3/4" 10 1/8"

AS331

E6

2" 2"

7'

T

1"

7'

1'

1' -0

M

IN

5' - 4" 4' - 0"

1' -0

M

IN

C

AS401

9' - 4"

AS310

7'

ELEV. 2

EL-2

ELEV. 1

EL-1

DEDUCT ALTERNATE - ELEVATOR #2

ALL ASSOCIATED - CAB, DOORS, SIGNAL

MACHINE ETC.

HOISTWAY, PIT, BEAM, AND HOISTWAY

ENTRANCES (INCLUDING FRAMES,

DOORS, AND REQUIRED ITEMS) ARE NOT

PART OF ALTERNATE.

9' - 4"

54" CENTER OPENING DOORS

CENTER RUNGS CLEAR

4 1/2" MIN.

M8A-2

5"

8'

0"

SUMP PIT - SIZE AND LOCATION TO

BE COORDINATED WITH ELEVATOR

SUPPLIER

PROVIDE OPENING AT BASE OF WALL TO

ALLOW FLUIDS FROM ELEVATOR 2 TO

TRANSFER TO ELEVATOR 1 SUMP PIT

M4A

M4A

C

4'

4' - 4" 6T @ 11" = 5' - 6" 4' - 11"

AS400

GUARDRAIL ALONG OPENING

BETWEEN COLUMN

AS310

RETURN RAILS TO COLUMNS

COLUMNS FOR ROOF STRUCTURE

4'

1/ 2"

6" 11' - 10"

2' - 0"

2'

F.D. SEE

PLUMBING

LEVEL 1

98' - 0"

AS501

C4

AS501

C8 SIM

C1

AS501

GUARDRAIL - SIM. NO HANDRAIL

AS310

SIM

3'

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

ENLARGED PLANS - STAIR AND ELEVATOR

AS400

ADHDW 29

1/4" = 1'-0"

STAIR 1 - FOUNDATION LEVEL

1/4" = 1'-0"

STAIR 1 - TYPICAL FLOOR

1/4" = 1'-0"

STAIR 1 - LEVEL 5

1/4" = 1'-0"

STAIR 2 - LEVEL 1

1/4" = 1'-0"

STAIR 2 - TYPICAL LEVEL

1/4" = 1'-0"

STAIR 2 - LEVEL 5

1/4" = 1'-0"

NORTHEAST STAIR TOWER - ELEVATOR

PLAN

1/4" = 1'-0"

STAIR 3 PLAN

1/4" = 1'-0"

STAIR 3 SECTION

NW STAIR ROOF

153' - 10"

LEVEL 1

98' - 0"

LEVEL 2

109' - 6"

LEVEL 3

120' - 10"

LEVEL 4

132' - 2"

LEVEL 5

143' - 6"

SE STAIR ROOF

161' - 1"

AS401

1"

AS501

C6

AS501

C8

E

Q . R

IS

E

R S

1'

E

Q . R

IS

E

R S

1'

E

Q . R

IS

E

R S

1'

E

Q . R

IS

E

R S

2'

9"

AS501

C4

C1

AS501

AS330

A5

AS330

E5

6" 4"

4" 4"

3'

NW STAIR ROOF

153' - 10"

LEVEL 1

98' - 0"

LEVEL 2

109' - 6"

LEVEL 3

120' - 10"

LEVEL 4

132' - 2"

LEVEL 5

143' - 6"

FOUNDATION

92' - 4"

SE STAIR ROOF

161' - 1"

AS401

5'

5'

5'

5'

5'

5'

6'

6'

8' - 6"

NW STAIR ROOF

153' - 10"

LEVEL 1

98' - 0"

LEVEL 2

109' - 6"

LEVEL 3

120' - 10"

LEVEL 4

132' - 2"

LEVEL 5

143' - 6"

AS501

C8 SIM

AS501

C4

AS501

C6

C1

AS501

E

Q . R

IS

E

R S

1'

E

Q . R

IS

E

R S

1'

E

Q . R

IS

E

R S

1'

E

Q . R

IS

E

R S

1'

CHAINLINK

ENCLOSURE TO

6'8" MIN.

3'

3'

3'

NW STAIR ROOF

153' - 10"

LEVEL 1

98' - 0"

LEVEL 2

109' - 6"

LEVEL 3

120' - 10"

LEVEL 4

132' - 2"

LEVEL 5

143' - 6"

FOUNDATION

92' - 4"

SE STAIR ROOF

161' - 1"

C

AS300

A9

AS320

1"

P

IT

D E

P T

H

5'

AS501

F1

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

SECTIONS - STAIR AND ELEVATOR

AS401

ADHDW 30

1/4" = 1'-0"

STAIR 1 SECTION WEST

1/4" = 1'-0"

STAIR 1 SECTION SOUTH

1/4" = 1'-0"

STAIR 2 SECTION SOUTH

1/4" = 1'-0"

ELEVATOR SECTION

DN

C

12' - 6" 5' - 0"

13' - 0"

AS402

AS402

AS402

102' - 1 1/2"

101' - 1"

5' - 10"

EL. 103' - 2"

100' - 0"

AS402

5'

8" 5'

8"

5'

5' - 0"

1/

2"

1/ 2"

1 1/2"

1 1/2"

GUARDRAILS TYP.

4' - 6" BETWEEN

LEVEL 1

98' - 0"

AS300

LEVEL 1

98' - 0"

LEVEL 2

109' - 6"

AS300

AS402

LEVEL 1

98' - 0"

AS300

C1

AS501

2'

M

IN

3'

TRANSITION RAMP

PARKING DECK

GUARDRAIL ALONG RAMP

EL. 103' - 2"

EL. 101' - 1"

SPEED RAMP

3/4" STL BAR STOCK PICKETS @ 4

3/4" O.C. MAX WELDED TO

BOTTOM RAIL AND GUARDRAIL

1 1/2" O.D. STEEL PIPE

GUARDRAIL

1 1/2" O.D. STEEL PIPE RAIL

WELDED TO BRACKETS @ POST

1 1/2" O.D. STEEL PIPE

BOTTOM RAIL

CONC. RAMP SEE STRUCTURAL

INTERMEDIATE POST

EQUALLY SPACED ON

RAMP AT MAXIMUM SPAN

ALLOWABLE.

4 1/2" MAX.

MIN.

2 1/4"

MIN.

2 1/4" 3'

1 1/2" @ LANDINGS

2 1/2" TYP. ON RAMP

8"

1 1/2" @ LANDINGS

2 1/2" TYP. ON RAMP

M A

X

M

IN

T O

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

PLANS AND SECTIONS - RAMP

AS402

ADHDW 31

1/4" = 1'-0"

ACCESSIBLE RAMP @ SPEED RAMP

1/4" = 1'-0"

RAMP SECTION - TOP FLIGHT

1/4" = 1'-0"

RAMP SECTION - MIDDLIE FLIGHT

1/4" = 1'-0"

RAMP SECTION - BOTTOM FLIGHT

ACCESSIBLE RAMP @ SPEED RAMP

AXON

1 1/2" = 1'-0"

RAMP RAILING DETAIL

WALL AS SCHEDULED

2 1/4" CLEAR MIN

4 1/2" MAX.

1/

2"

1 1/2" O.D. STEEL

PIPE RAIL WELDED

TO BRACKET

STL HANDRAIL AND

BRACKET. BRACKET

TO BE CAST STL W/ 3

HOLE MOUNTING.

LEVEL 2

109' - 6"

3/4" STL BAR STOCK PICKETS @ 4 3/4" O.C.

MAX WELDED TO BOTTOM RAIL AND

GUARDRAIL

1 1/2" O.D. STEEL PIPE GUARDRAIL

1 1/2" O.D. STEEL PIPE RAIL

1 1/2" O.D. STEEL PIPE BOTTOM RAIL

PRECAST CONC. STAIRS

7" M

A X

MIN.

11"

TYP.

1" NOSING

RAISED PATTERN SLIP RESISTANT STEEL

NOSING EMBEDDED INTO PRECAST STAIR

PICKETS SPACED SUCH THAT A SPHERE OF 4"

IN DIAMETER CAN NOT PASS THROUGH

OPENINGS.

1" T

YP

TRIANGULAR OPENINGS FORMED BY RISER, TREAD

AND BOTTOM RAIL SHALL BE SUCH THAT A SPHERE OF

6" IN DIAMTER CA NOT PASS THROUGH OPENING

C1

AS501

1 1/2" O.D. STEEL INTERMEDIATE POST

CENTERED ON TREAD AT MAXIMUM

SPAN ALLOWABLE.

EQ SPACING BETWEEN POST

4 3/4" MAX O.C.

N

O S

IN

G

M

IN

M

IN

. T O

8"

M A

X

3/4" STL BAR STOCK PICKETS @ 4

3/4" O.C. MAX WELDED TO

BOTTOM RAIL AND GUARDRAIL

1 1/2" O.D. STEEL PIPE

GUARDRAIL

1 1/2" O.D. STEEL PIPE RAIL

WELDED TO BRACKETS @ POST

1 1/2" O.D. STEEL PIPE

BOTTOM RAIL

PRECAST CONC. STAIRS

INTERMEDIATE POST CENTERED

ON TREAD AT MAXIMUM SPAN

ALLOWABLE.

4 1/2" MAX.

MIN.

2 1/4"

1' - 0"

EXTEND HANDRAILS

HORIZTONAL @ TOP OF RUN

RETURN TO WALL

PRECAST CONCRETE STAIR RUN

SEE STRUCTURAL FOR

CONCRETE FLOOR - LANDINGS

BY PRECAST STAIR SUPPLIER

STEEL EMBED @ FLOOR TO RECEIVE

PRECAST STAIR SEE STRUCTURAL

RAISED PATTERN SLIP

RESISTANT STEEL NOSING

EMBEDDED INTO PRECAST

STAIR

F8

AS501

1 1/2" O.D. STEEL PIPE RAIL

WELDED TO BRACKET

M

IN

8" M

A X

1 TREAD MIN.

11" TYP.

F8

AS501

SEE STRUCTURAL FOR

CONCRETE FLOOR - LANDINGS

BY PRECAST STAIR SUPPLIER

RAISED PATTERN SLIP RESISTANT

STEEL NOSING EMBEDDED INTO

PRECAST STAIR

EXTEND HANDRAILS HORIZTONAL

@ TOP OF RUN RETURN TO WALL

LEVEL 4

132' - 2"

4 1/2" MAX.

1'-0" TYP.

M

IN

8" M

A X

RAISED PATTERN SLIP RESISTANT

STEEL NOSING EMBEDDED INTO

PRECAST STAIR

M

IN

1 1/2" O.D. STEEL PIPE GUARDRAIL

1 1/2" O.D. STEEL PIPE RAIL

WELDED TO BRACKETS AND

POST

1 1/2" O.D. STEEL PIPE BOTTOM RAIL

PICKETS SPACED SUCH THAT A

SPHERE OF 4" IN DIAMETER CAN NOT

PASS THROUGH OPENINGS.

1 1/2" O.D. STEEL CORNER POST

C1

AS501

PRECAST CONC. STAIR RUN (BEYOND)

10 1/2"

1/

4" M

IN

1/

2" M

A X

GUARDRAIL

HANDRAIL - RETURN TO

GUARDRAIL @ END.

RAISED PATTERN SLIP

RESISTANT NOSING

EMBEDDED IN PRECAST STAIR

4 1/2" MAX

M

IN

8" M

A X

M

IN

RAISED PATTERN SLIP RESISTANT

STEEL NOSING EMBEDDED INTO

PRECAST STAIR

1 1/2" O.D. STEEL PIPE GUARDRAIL

1 1/2" O.D. STEEL PIPE RAIL

WELDED TO BRACKETS AND

POST

1 1/2" O.D. STEEL PIPE BOTTOM RAIL

PICKETS SPACED SUCH THAT A

SPHERE OF 4" IN DIAMETER CAN NOT

PASS THROUGH OPENINGS.

1 1/2" O.D. STEEL CORNER POST

RETURN GUARDRAIL - SEE PLANS

C1

AS501

LEVEL 1

98' - 0"

1'

RUNG WIDTH

1' - 4" CLEAR

PROVIDE RUNGS TO NO LESS THAN

THE HEIGHT OF THE DOOR SILL

P

IT

T D

E P

T H

5'

S

IL

L M

IN

4'

A B

O V

E

WELDED LADDER BRACKETS

ANGLES - AS REQUIRED SECURED

TO CONC. WALL

WELDED LADDER BRACKETS

ANGLES - AS REQUIRED SECURED

TO CONC. WALL

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

DETAILS STAIR AND RAILING

AS501

ADHDW 32

1 1/2" = 1'-0" F8

WALL MOUNTED RAILING DETAIL

1 1/2" = 1'-0" C6

GAURD RAIL ELEVATION

1 1/2" = 1'-0" C1

GUARDRAIL SECTION

1 1/2" = 1'-0" F6

HANDRAIL @ TOP OF STAIR

1 1/2" = 1'-0"

F4

HANDRAIL @ BOTTOM OF RUN

1 1/2" = 1'-0" C8

RAILING @ LANDINGS

1 1/2" = 1'-0" A8

RAIL RETURN @ ENDS

1 1/2" = 1'-0" C4

GUARD RAIL @ TOP OF RUN

1/2" = 1'-0" F1

PITT LADDER

8' O.C. NOM.

6'-0"

2" NOM.

36"

MIN. POST SETTING

NOTES:

1.) STANDARD HT IS 8'-0" - ADDITIONAL HEIGHTS AVAILABLE ON

REQUEST

2.) THIRD RAIL OPTIONAL. (SOME HEIGHTS NOTED REQUIRE

THE THIRD RAIL.)

3.) 3" X 2.75" X 12GA. I-BEAM RECOMMENDED FOR 8' HEIGHT.

4" X 2.75" X 11GA. I-BEAM AVAILABLE FOR OTHER HEIGHTS.

4.) OTHER HEIGHTS AVAILABLE UPON REQUEST.

2" Nom.

2" Nom.

"NO-MAR" POLYESTER

POWDER FINISH COAT

EPOXY BASE COAT

ZINC PHOSPHATE &

CONVERSION COATING

UNIFORM ZINC COATING

(HOT DIP GALVANIZED)

BASE MATERIAL

IMPASSE II RAILTM

WIRE WORKS ANTI-CLIMB MESH

ANTI-CUT / ANTI-CLIMB

WELDED WIRE MESH PANELS

TM

IMPASSE II POST

Specially formed I-Beam, pre-punched for multiple rail options.

SECURITY FASTENER

STAINLESS STEEL SECURITY NUT PREVENTS

TAMPERING OR REMOVAL BY NORMAL TOOLS.

IMPASSE II RAIL

SPECIALLY FORMED HIGH STRENGTH

ARCHITECTURAL SHAPE; LOWER LIP

CONTOURED TO CARRY - STEEL CABLE

AND/OR SENSOR CABLES FOR

SECURITY.

TM

(11 Ga.)

1/2" X 3" X 10.5 GA.

ANTI-CUT / ANTI-CLIMB MESH

IMPASSE II

I-BEAM POST

TMIMPASSE II RAIL

(SEE CROSS- SECTION BELOW)

TM

LEVEL 4

132' - 2"

A

EVENLY SPACED

GALV. STEEL POST

CAP POST @

TERMINAL POST

GALV. STEEL MOUNTING

FLANGE SECURED TO

PRECAST SPANDREL

PARKING DECK

PRECAST CONCRETE

SPANDREL OR COLUMN

COATED GLAV. CHAIN

LINK FENCING

GALV. STEEL TOP RAIL

GALV. STEEL BOTTOM RAIL

FENCE TIE

LINE POST TOP @

INTERMEDIATE POST

1/

2"

6'

EQ. EQ.

5" 1"

LEVEL 5

143' - 6"

VINYL MESH INFILL

BY PRECASTER - TYPICAL ALL

LITES

PRECAST LITEWALL

PREVENT PASS THROUGH

OF 4" SPHERE

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

DETAILS GATES AND FENCING

AS502

ADHDW 33

1 1/2" = 1'-0" E8

TYPICAL SAFETY FENCE SECTION

1" = 1'-0" C2

ANTI-CLIMB FENCE DETAILS

DEDUCT ALT

DEDUCT ALT

1/2" = 1'-0" B8

MESH @ LITEWALL

8" 8"

8"

EQ EQ

Level

Two

LEVEL COLOR

4" TEXT

4" TEXT

ABOVE FLOOR

6' - 0"

1'

EQ EQ

Level

Two

LEVEL COLOR

4" TEXT

4" TEXT

ABOVE FLOOR

6' - 0"

Level

Two

ENTIRE WALL TO BE PAINTED

LEVEL COLOR

4" TEXT

4" TEXT

1'

" ABOVE FLOOR

6' - 0"

B

2 5

2A

7 7

1/4" MATT PLASTIC

BACKPAINTED

9"

Electrical

B1071 1/

2" 3"

ROOM NAME

5' - 0" ROOM NUMBER

GRADE 2 BRAILLE RM

NUMBER

Exit

PAINTED LEVEL COLOR

8"

6' - 0"

1'

" Stairs

Elevator

PAINTED LEVEL COLOR

3' - 3"

1'

ALUMINUM SIGN

ANCHORED TO COLUMNS4"

4"TEXT

ABOVE FLOOR

8' - 4"

GRADE

0"

CAUTION: Clearance 8'-4"

4" SQ. CAPPED ALUMINUM TUBE

CENTERED IN PAINTED MEDIAN

6" PVC BANG BAR SUSPENDED ON

CABLE - ALLOW FOR MOVEMENT

IF HIT TO AVOID DAMAGE

4" BLACK TEXT ON WARNING YELLOW

BACKGROUND

PROVIDE POST FOUNDATION SEE

STRUCT.

1" ALUMINUM LETTERS ON 1/2" POST

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

SCHEDULES - ROOMS AND SIGNAGE

AS600

ADHDW 34

Room Finish Schedule

NUMBER ROOM NAME FLOOR

BASE

MATL

WALLS

NOTESN S E W

100 EL LOBBY BRUSHED CONC.

101 ELEV. MACH. ROOM FIRE-RESISTANT THERMAL INSULATION ON UNDERSIDE OF DECK TO MINIMUM VALUE R-15

102 SPRINKLER FIRE-RESISTANT THERMAL INSULATION ON UNDERSIDE OF DECK TO MINIMUM VALUE R-15

103 ELEC FIRE-RESISTANT THERMAL INSULATION ON UNDERSIDE OF DECK TO MINIMUM VALUE R-15

104 EMER. ELEC FIRE-RESISTANT THERMAL INSULATION ON UNDERSIDE OF DECK TO MINIMUM VALUE R-15

201 IT FIRE-RESISTANT THERMAL INSULATION ON UNDERSIDE OF DECK TO MINIMUM VALUE R-15

202 SECURITY IT FIRE-RESISTANT THERMAL INSULATION ON UNDERSIDE OF DECK TO MINIMUM VALUE R-15

EL-1 ELEV. 1

EL-2 ELEV. 2

STR-1 STAIR 1

STR- 2 STAIR 2

SIGN SCHEDULE

Mark Signage Type Comments

1 LEVEL # @ COLUMN

2 LEVEL # @ STAIR

2A LEVEL # @ STAIR 2 STENCIL ON FLOOR

3 LEVEL # @ ELEVATOR LOBBY

3 SIGNAGE IN STAIR

4 ROOM NUMBER IN-04.02 - SEE VA SIGNAGE GUIDE

5 ADA PARKING SIGN PS12.04 - POST MOUNTED - SEE VA SIGNAGE GUIDE

6 OVERHEAD EXIT SIGN

7 WALL MOUNTED EXIT SIGN

8 ALUMINUM LETTERS PS-08 - SEE VA SIGNAGE GUIDE

9 CLEARANE HT BANG BAR PS-09 SEE VA SIGNAGE

1 1/2" = 1'-0"

SIGN TYPE 1

1 1/2" = 1'-0"

SIGN TYPE 2 (2A SIM)

1 1/2" = 1'-0"

SIGN TYPE 3

3/64" = 1'-0"

SIGNAGE PLAN

1 1/2" = 1'-0"

SIGN TYPE 4 - Message Layout A

1 1/2" = 1'-0"

SIGN TYPE 6 - PS02.04 -(SIM)

1 1/2" = 1'-0"

SIGN TYPE 7 - PS04.01 - (SIM)

1/2" = 1'-0"

SIGN TYPE 9 - PS 09

1/2" = 1'-0"

SIGN TYPE 8 - PS08

MASONRY PARTITION - SEE PLAN

FOR THICKNESS.

CONT. SEALANT ALL SIDES

H.M. FRAME - GROUT SOLID

MASONRY ANCHORS @

JAMB CONDITION

NOTE: PROVIDE BULLNOSE

BLOCK AT JAMBS UNLESS

NOTED OTHERWISE.

MASONRY PARTITION - SEE PLAN

FOR THICKNESS. MASONRY LINTEL

AT HEAD CONDITION

MASONRY ANCHORS

CONT. SEALANT ALL SIDES

H.M. FRAME - GROUT SOLIDU

.N

.O

4"

U.N.O.

6" 15/32"

HM FRAME HEAD

HM FRAME JAMB

1/ 2"

6"

GLAZING. COORDINATE

GLASS TYPE W/ LOCATION

AND FIRE RATING OF

PARTITION.

GLAZING STOP AT OUTSIDE

U.N.O.

4" 4"

4" 6"

F S2

4"

2" 2"

SEE SCHEDULE

S E

E S

C H

E D

U

LE

F1

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

SCHEDULE - DOORS, FRAMES AND TYPES

AS601

ADHDW 35

Door & Frame Schedule

MARK

DOOR FRAME

RATING HDWR COMMENTSOPERATION

OPENING PANEL

TYPEWIDTH HEIGHT R.O. WID R.O. HGT TYPE THICK CONFIG PANEL WIDTH

100A Single - Hinged - Cw 3' - 6" 8' - 6" S2 SINGLE 3' - 6" CW-A2 HW-E1

101A Single - Hinged 3' - 0" 7' - 0" 3' - 4" 7' - 2" F 1 3/4" SINGLE 3' - 0" F1 90 MIN. HW-4E

102A Single - Hinged 3' - 0" 7' - 0" 3' - 4" 7' - 2" F 1 3/4" SINGLE 3' - 0" F1 HW-4E

103A Single - Hinged 3' - 0" 7' - 0" 3' - 4" 7' - 2" F 1 3/4" SINGLE 3' - 0" F1 HW-4F

104A Single - Hinged 3' - 0" 7' - 0" 3' - 4" 7' - 2" F 1 3/4" SINGLE 3' - 0" F1 HW-4E

201A Single - Hinged 3' - 0" 7' - 0" 3' - 4" 7' - 2" F 1 3/4" SINGLE 3' - 0" F1 HW-4E

202A Single - Hinged 3' - 0" 7' - 0" 3' - 4" 7' - 2" F 1 3/4" SINGLE 3' - 0" F1 HW-4E

ST2-A Single - Hinged - Cw 3' - 0" 8' - 0" S2 SINGLE 3' - 0" CW-A3 HW-E1

1 1/2" = 1'-0"

HM FRAME DETAILS @ CMU

1/4" = 1'-0"

DOOR ELEVATION LEGEND

1/4" = 1'-0"

DOOR FRAME LEGEND

A2

N O

M

NOM.

6' - 4"

E1

AS320

CC

A

D

AC

C C

AC

C C

AC

D

C A

C5

AS330

A5

AS330

A7

AS330

E7

AS330

8'

/4

3'

/2

2'

/2

2'

/4

7'

/4

4'

/4

7'

/4

4'

/4

7'

/4

4'

/4

D

N O

M

6'

NOM.

14' - 6 1/2"

A1

2' - 2 1/4"12' - 4 1/4"

EQ. EQ. EQ. 2' - 2 1/4"

CC CC

E3

AS330

A3

AS330

C1

AS330

C2

AS330

A1

AS331

1'

N O

M

9'

26' - 8 1/4"

C7

AS330

E1

AS331

C1

AS331

3'

3'

/4

A3

BB B

A

BBB

A A

EQ EQ EQ

3' - 0" D

1' - 10 1/4"

8' - 0"

A5

AS331

3'

3'

/4

N O

M

9'

B

A4

C

A

A7

AS330

C7

AS330

E1

AS331

C1

AS331

26' - 8 1/4"

N O

M

9'

A5

A1

AS331

3'

3'

/4

AAA

B B B

B B B

C7

AS330

C1

AS331

E1

AS331

EQ EQ EQ

A6

3'

/4

3'

N O

M

9'

C

A

B

A5

AS331

A7

AS330

C7

AS330 E1

AS331

C1

AS331

8' - 0"

4'

A B

O V

E L

A N

D

IN

G 3'

4' - 0"

1 2 3

4'

A B

O V

E F

LO

O

R

4'

2' - 0"

4'

A B

O V

E F

LO

O

R

3'

2' - 0"

A5

AS330

C5

AS330

E5

AS330

A8

AS331

C2

AS330

E8

AS331

A8

AS331

C2

AS330

E8

AS331

C

A C

D

C

B

A 1/4" LAMINATED GLAZING

1" SPANDREL PANEL

1/4" METAL PANEL SCREEN

INFILL METAL PANEL BY CW SUPPLIER

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

SCHEDULES - WINDOW AND CURTAINWALL

AS602

ADHDW 36

1/4" = 1'-0"

CW-A2

1/4" = 1'-0"

CW-A1

1/4" = 1'-0"

CW-A3

1/4" = 1'-0"

CW-A4

1/4" = 1'-0"

CW-A5

1/4" = 1'-0"

CW-A6

1/4" = 1'-0"

WINDOW SCHEDULE

NOTE: ALL DIMENSIONS ARE NOMINAL

GLAZING LEGEND

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 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 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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

03/31/2016

STRUCTURAL - GENERAL NOTES

SS001

MSKCGW 37

2 3 4 5 6

B

A

49'-4" 48'-0" 48'-0" 48'-0" 49'-4"

242'-8"

3'-0" THICK MAT

FOUNDATION AT

SHEARWALL

(T/MAT 98'-0")

F13 (95'-0") P3 {100'-0"}

2'-0"x8'-0" FOOTING AT

LITEWALL

RAMP DOWN

T/FDN WALL

104'-2"

F11 (96'-6") P1 {98'-6"} F13 (96'-6")

P2 {98'-6"} F13 (94'-9") P2 {98'-6"}

F12 (93'-0") P2A {98'-6"}

F12 (98'-0") P2 {99'-0"}

F11 (95'-6") P1 {100'-6"}

F11 (96'-6")

F11 (96'-6")

3/32"=1'-0"

NOTES:

1. REFERENCE ELEVATION 98'-0" = SITE ELEVATION 98.00'. SEE SITE DWGS.

2. P1, P2, ETC. INDICATES CONCRETE PIER. SEE PIER DETAILS DWG SF103.

3. T/PIER INDICATED BY {X'-XX"}

4. F- INDICATES SPREAD FOOTING, SEE SCHEDULE THIS DRAWING. (X'-XX") INDICATES TOP

OF FOOTING ELEVATION.

5. C.J. INDICATES CONTRACTION/CONSTRUCTION JOINT (SEE TYP DETAILS DWG SF102)

6. F.D. INDICATES FLOOR DRAIN (REFER TO CIVIL DWGS)

7. G.C. COORDINATE ALL T/WALL ELEVATIONS W/PRECASTER AND SHEARWALL/LITEWALL

LAYOUT PRIOR TO CONSTRUCTION.

LEVEL 1/FOUNDATION PLAN

FOOTING SCHEDULE

MARK SIZE REINF

RETAINING WALL

FOOTING (TYP)

3'-0" THICK MAT

FOUNDATION AT

SHEARWALL

(T/MAT 96'-6")

6" SLAB ON GRADE W/#4 @

18" O.C. EACH WAY TOP

(T/SLAB EL=100'-6" @ H.P.,

SLOPE TO DRAIN)

F13 (96'-6") F13 (96'-6") F13 (96'-6") F13 (96'-6")

F12

F13

12'-0"x12'-0"x3'-6"

13'-0"x13'-0"x3'-6"

(14)#8 E.W.B.

(14)#9 E.W.B.

ELEV

(9

(95'-0") (92'-0")

(9

(95'-6")

(9

BITUMINIOUS ASPHALT (SEE CIVIL

SPECIFICATIONS, FFE=VARIES)

BITUMINIOUS ASPHALT (SEE CIVIL

SPECIFICATIONS, FFE VARIES)

P4 {101'-0"}P4 {99'-0"}

STAIR

T/FDN WALL 100'-6"

TYP AT STAIR U.N.O.

ELEV

(92'-3")(94'-0")

F13 (96'-0") P3 {100'-0"}

5.6% RAMP UP

6.3%

T/FDN WALL

107'-11"

(96'-0")

6" SLAB ON GRADE

W/#4 @ 18" O.C. EA

WAY TOP

TRANSITION

RAMP

T/FDN WALL

100'-0"

17'-0"

WALL SLOPES DN

F11 11'-0"x11'-0"x3'-6" (13)#8 E.W.B.

F.D.

F.D.

6'-9" 8'-3"

1'-3"

T/FDN WALL 99'-0"

8'-3" 6'-9"

T/FDN WALL 101'-0"

1'-3"

F.D.

(93'-6")

9'-1 3/4"

9'-1 3/4"

#4x36" SLAB DOWEL (TYP)

STEP FTG

C.J.

C.J.

C.J.

C.J.

C .J

C .J

STEP FTG

C.J.

C .J

6" SLAB ON GRADE

W/#4 @ 18" O.C.

EACH WAY TOP

(T/SLAB 100'-6")

SUMP PIT, TYP COORD SIZE AND

LOCATION W/ MEP. DO NOT

LOCATE SUMP PIT OVER

COLUMN FOOTING.

(95'-6")

(9

NOTE: FOUNDATION DESIGN SHALL BE CONSIDERED

PRELIMINARY UNTIL LOADS FROM PRECAST

SUPERSTRUCTURE HAVE BEEN REVIEWED BY E.O.R.

(REFER TO GENERAL NOTES SS-001)

6" SLAB ON GRADE

W/#4 @ 18" O.C.

EACH WAY TOP

(T/ SLAB=100'-0")

(96'-6")

6" CIP CONC W/ WWR

6x6-W2.1xW2.1 (TYP)

T/FDN WALL EL=100'-6"

17'-0" 21'-0" 10'-0"

T/SLAB 104'-2"

T/SLAB 103'-2"

T/SLAB 102'-2"

T/SLAB 103'-2"

COORD T/WALL SLOPE

W/PRECASTER T/SLAB 99'-9"

T/SLAB 99'-0"

T/SLAB 100'-5 3/8"

T/SLAB 99'-8 3/8"

(9

2'-0"

FFE (SEE CIVIL DWGS)

T/SLAB 102'-10 3/8"

WALL SLOPES DN

F.D.

F.D.

19'-0" 12'-10" 16'-2"

#4x36" SLAB

DOWEL

6" SLAB ON GRADE W/ #4 @ 18" O.C. EA

WAY TOP (T/SLAB = 95'-4" @ H.P.,

SLOPE TO DRAIN). PROVIDE 1'-0"x2'-0"

THICKENED SLAB W/(3)#5 AT PRECAST

STAIR BOTTOM BEARING.

F.D.

T/CONC CURB +6" MIN FROM

FFE (COORD W/ CIVIL DWGs)

EXTEND CURBS AS REQD TO

INTERFACE W/ SITE WORK

(SEE CIVIL DWGs)

EXTEND CURBS AS REQD

TO INTERFACE W/ SITE

WORK (SEE CIVIL DWGs)

HAUNCH SLAB OVER

TOP OF RETAINING

WALL (SEE 3/SF103)

F.D.

F.D.

1'-0"x2'-0" THICKENED

SLAB W/ (3) #5

4'-0"21'-3 1/2"23'-1"

6" CONC SLAB ON

GRADE W/ #4

@18" O.C. E.W.

/8

SF104

A

13'-1 1/4"

/4

4 3/8"

PROVIDE 1'-0"x2'-0" THICKENED SLAB

W/(3)#5 AT PRECAST STAIR BOTTOM

BEARING

T/FDN WALL EL=103'-8"

T/FDN WALL

EL=99'-0"±

(95'-6")

SF103

SF103

SF103

SF103

SF103

SF103

SF103

SF103

SF103

SF103

SF103

SF104

SF104

PRECAST STAIR

UNIT

HSS4x4x1/4, (4)PLACES

(SEE DETAIL A/SS502

FOR BASEPLATE)

(95'-6")

(95'-6")

(95'-6")

SLOPE UP

(SEE CIVIL)

(SEE CIVIL)

1'-0"x2'-0"x6'-0" LONG CONC PAD FOR

PRECAST STAIR UNIT SUPPORT

(PROVIDE 3#5 LONG WAY BOTTOM AND #

5 @ 12" O.C. SHORT WAY BOTTOM)

T/CONC SHALL MATCH FINISHED GRADE.

FOOTING STEP (TYP)

SIM

SF104

SF105

SF104

SIM

WALL SLOPES

UP TO MATCH

SLAB

SLOPE ASPHALT UP TO

MATCH CONC SLAB

ELEV IN HATCHED AREA.

SF104

SF103

2A

SS502

A

CABLE GUARDRAIL (SEE

DWG SF105 FOR

ELEVATION AND DETAILS)

12% RAMP UP

SLOPE DOWN

(SEE CIVIL)

T/WALL 100'-0"

SF105

B

NOTE: COORDINATE ELEVATOR PIT DIMS,

BLOCKOUTS, AND PITS WITH ELEVATOR

MANUFACTURER

T/WALL 100'-6"

PROVIDE WALL AND FTG REINF

FOR 10" WALL PER 7/SF103

T/WALL 100'-6" (PROVIDE

CHAMFERED EDGES AT TOP OF

WALL SIM TO 4/SF103)

1'-0"x2'-0" THICKENED

SLAB W/(3)#5

TYP

NOTES FOR GROUTED AGGREGATE PIER BID PACKAGE ONLY:

1. SLAB ON GRADE LIVE LOADS:

PARKING AREAS: 40 PSF

LOBBIES AND STAIRWELLS: 100 PSF

2. P= INDICATES COLUMN TOTAL LOAD. DOES NOT INCLUDE

FOOTING SELF WEIGHT OR OVERBURDEN.

3. W= INDICATES WALL UNIFORM LOAD AT LOAD BEARING GARAGE

AND STAIR WALLS. DOES NOT INCLUDE SELF WEIGHT OF

FOUNDATIONS OR OVERBURDEN.

4. Q= INDICATES UNIFORM BEARING PRESSURE APPLIED TO SOIL.

DOES NOT INCLUDE SELF WEIGHT OF FOUNDATIONS OR

OVERBURDEN.

5. FOUNDATIONS ARE BASED ON AN ALLOWABLE NET BEARING

PRESSURE OF 6000 PSF.

P=620K

P=620K

P=990K P=960K P=960K P=960K

P=620K

P=950K

P=950K

P=960K P=960K P=840K P=880K

P=520K

W=19 K/FT (TYP AT

STAIR WALL)

W=36 K/FT

(TYP AT LW)

Q=5.5 KSF (AT

SHEARWALL)

Q=5.5 KSF (AT

SHEARWALL)

1'-3"

4'-0"

T/FDN WALL

EL=103'-8"

T/FDN WALL EL=100'-6"

16"Ø CONC PIER

SF105

SF105

16"Ø CONC PIER

C.J.

T/WALL EL 99'-6"

C .J

C

.J

T/WALL 99'-6"

(TYP @ DOORS)

SF105

B

SEE ARCH FOR DOOR

LOCATIONS IN STAIR

AND ELEVATOR TOWER

13'-10"

T/FDN WALL COORD

W/PRECASTER

20'-0"

ISOMETRIC KEY

LEVEL 2

LEVEL 1

LEVEL 3

LEVEL 4

LEVEL 5

A

C

1 6

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 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 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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

03/31/2016

STRUCTURAL - PLAN LEVEL 1/FOUNDATION

SF101

MSKCGW 38

N.T.S.

CORNER BARS TO

MATCH HORIZ REINF

CORNER INTERSECTION

DOWELS TO MATCH

HORIZ REINF

TYP WALL REINF DETAILS

BAR SIZE

LAP LENGTH

5,000 PSI

REBAR LAP SPLICE TABLE

#3

#4

#5

#6

#7

#8

18"

24"

28"

34"

48"

56"

TYP OPENING IN WALL OR SLAB DETAIL

ADDL #5 E.F.

@ RECT OPNG

#5 E.F. (TYP 4 SIDES)

TOP OF WALL EQUALS

TOP OF SLAB U.N.O.

TYP WALL REINF

ADDL #5 E.F.

FOUNDATION WALL

TYP WALL DEPRESSION DETAIL @ DOOR

TYP CONSTRUCTION JOINT IN WALL

TYP HORIZ REINF

(EXTEND FOR SPLICE)

PREMOLDED JOINT FILLER

& SEALANT

(S E

E P

L A

N

1 1/2" x3 1/2" KEYWAY

FULL HEIGHT OF WALL

TYP SLAB DETAIL

COMPACTED STRUCTURAL FILL.

(PER GEOTECHNICAL REPORT).

VAPOR RETARDER

(SEE ARCH).

CONC SLAB ON GRADE. ALL SLABS ON

GRADE ARE TO BE MOIST CURED

PER ACI 308 AND PROJECT

SPECIFICATIONS

/4

(S E

E P

L A

N

EXTERIOR

INTERIOR

TYP REINF (OUTSIDE

BARS DISCONTINUOUS

@ JOINT)

t

NOTE: FOR ADDL INFO

SEE FDN WALL SECTIONS

#4 @ 16" O.C.

24"

24"

TYPICAL SLAB DETAIL AT DOOR

M

IN8

t

N.T.S.

N.T.S.N.T.S. t = SLAB THICKNESS

N.T.S.

t

2t

1'-0" MIN

MATCH FOOTING REINF

TYP STEP FOOTING DETAIL

N.T.S.

TYP CONTROL JOINT IN WALL

N.T.S.

CONT 1/4"x1 1/4" DEEP

CONTRACTION JOINT FILLED

W/SEALANT 1/4"

S E

E P

L A

N

TYP SLAB ON GRADE CONTRACTION

JOINT DETAIL

t=FOOTING THICKNESS

D O

O R

O P

E N

IN

G

#4x24" a TOP OF

SLAB (TYP)

NOTE: ALSO PROVIDE #4x36" (TOP) IN

SLAB @ INSIDE RE-ENTRANT CORNERS

(SEE PLAN)

TYP SLAB CORNER DETAIL @ DOOR

N.T.S.

N.T.S.

N.T.S.

SEE TABLE

LAP SPLICE

(TYP)

40 db

(T Y

P d b

16 db 16 db

(T Y

P d b

(TYP)

40 db

1' -0

TY

P)

(T

YP

1/ 2"

M

AX

(T Y

P d b

(TYP)

30 db

1 1/2"x3 1/2" KEY t t

2t 2t

TYP SLAB ON GRADE CONST JOINT DETAIL

8"

(S E

E P

L A

N

(S E

E P

L A

N

(S E

E P

L A

N

1#4

TYP SLAB ON GRADE DEPRESSION DETAIL

N.T.S. t = SLAB THICKNESS N.T.S.

AT FREE END

TYP PLAN DETAILS AT CMU WALLS U.N.O.

N.T.S.

#5 AT END & @32" O.C. (TYP)

U.N.O. FOR OPNGS UP TO 6'-0",

PROVIDE 2-#5 FOR OPNGS > 6'-0"

OPENING

NOTES:

1. PROVIDE LADUR TIE HORIZ REINF @16" O.C. U.N.O.

2. ALL REINFORCED CELLS ARE TO BE FULLY GROUTED.

3. LAP BARS AT SPLICES MIN 48" BAR DIAMETERS.

4. PROVIDE 2#5 MIN. ABOVE & BELOW ALL OPENINGS. EXTEND 24" MIN BEYOND

EDGE OF OPENING EA SIDE.

TYP CMU WALL SECTION (U.N.O.)

N.T.S.

JOINT REINF @ 16" O.C.

BTWN BOND BEAMS (TYP)

#5@32" O.C. (TYP U.N.O.)

NOTES:

1. COORDINATE BOND BEAM LOCATIONS WITH DOOR LOCATIONS.

PROVIDE CONTINUOUS BOND BEAMS WHENEVER POSSIBLE.

2. SUBMIT MASONRY REINFORCING SHOP DRAWINGS FOR

REVIEW. SEE THE GENERAL NOTES & SPECIFICATIONS FOR

SPECIFIC REQUIREMENTS.

3. PROVIDE CORNER BARS FOR BOND BEAM REINF W/36" LAP.

BOND BEAM W/ 2#5

TOP (ALL WALLS)

BOND BEAMS W/2#5 CONT.

-LOCATE AT FLOOR LEVELS MID-HEIGHT

BETWEEN FLOORS & TOP OF WALL (TYP)

CMU LINTEL SCHEDULE

CLEAR SPAN

< 6'-0"

WIDTH

8" 8"

DEPTH

2#5 CONT

REINF

8" 16" 2#5 CONT6'-0" - 12'-0"

SEE SECTIONS ON DWGS

FOR ADDL CMU REQS

#9

#10

#11

62"

72"

84"

AT CORNER

3#5 @

CORNER

TOOL EDGE (TYP)

#4 DRILL & EPOXY

(3" EMBED) INTO

SLAB EA CORNER

(S E

E M

E C

H

V A

R

IE

S

ROUGHEN SURFACE OF CONC SLAB OR

PRECAST TO 1/4" AMPLITUDE & APPLY BONDING

AGENT PRIOR TO PLACING NEW CONCRETE

#3@12" E.W. FOR T < 4"

#4@12" E.W. FOR T > 4"

NOTE: COORD PAD SIZE WITH MEP

CONTRACTOR BASED ON ACTUAL

EQUIPMENT SELECTION.

TYP EQUIPMENT HOUSEKEEPING PAD DETAIL

N.T.S.

TYP FLOOR DRAIN DETAIL

N.T.S.

DT FLANGE

FLOOR DRAIN (SEE MEP DWG'S)

PROVIDE SEALANT AROUND

PERIMETER OF DRAIN

CIP TOPPING SLOPED TO

DRAIN (TYP)

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 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 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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

03/31/2016

STRUCTURAL-TYPICAL CONCRETE SECTIONS

AND DETAILS

SF102

MSKCGW 39

C L R

C L R

M

IN

11#6 TOP @ 18" O.C.±

21#9 BOTTOM @ 9" O.C.±

#6 @ 18" O.C. TOP & BOTTOM

COL

PRECAST SHEARWALL

2" NON-SHRINK GROUT

#5 @ 12" O.C. VERT E.F.

W/STD HOOKS INTO FTG

SHEARWALL HOLDDOWN ANCHOR EMBEDDED

INTO FTG. ANCHOR SIZE, EMBED AND

LOCATION DETERMINED BY PRECASTER.

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

WASH

1'-3"

1'-0" (MIN)

2'-0"3"

PRECAST PILASTER

C L R

#7 @ 12" O.C.

PRECAST LITEWALL

NON-SHRINK GROUT

BITUMINOUS ASPHALT

(SEE CIVIL DWGS)

SHEAR DOWEL (SIZE, LOCATION

AND EMBED BY PRECASTER)

3'-6" 1'-0" 3'-6"

8'-0"

M

IN

(7)#7

#5 @ 24” O.C. E.F. HORIZ

#5 @ 12” O.C. E.F. VERT

COL

CONC SLAB ON GRADE AT

SECT 2A ONLY

2" WASH AT SLAB ON GRADE

2'-0" 1'-4" 6'-8"

10'-0"

M

IN

EQ EQ

#7 @ 12” O.C.

(8)#6 AS SHOWN

#7 @ 12” O.C. VERT I.F. W/MATCHING

DOWELS IN FTG

#5 @ 12” O.C. VERT O.F.

#5 @ 24” O.C. HORIZ E.F.

COMPACTED

STRUCT FILL

PRECAST DT

CONC SLAB ON GRADE

(SEE PLAN)

#4 CONT

#4x4'-0" LG SLAB

DOWELS @24" O.C.

(FIELD BEND)

M

IN

SF103

A

COL

BITUMINOUS ASPHALT

(SEE CIVIL DWGS)

C L R

2"Ø WEEP HOLES @ 24" O.C.

WABO EXPANSION JOINT (OR

APPROVED EQUVALENT)

SLOTTED INSERT W/REINF

(DESIGNED BY PRECASTER)

2" (MIN) PREP DT AND SLAB FOR INSTALLATION OF

EXPANSION JOINT PER MANUF REQMNTS.

CONC SLAB ON GRADE

(SEE PLAN)

PLASTIC SHIM

TAPPERED

CONC FDN WALL (SEE PLAN)

8"

5"1 1/2" 1 1/2"

S.S. L8x8x1/2x0'-8"@

5'-0" O.C. (MAX)

(2)-5/8"Ø HILTI H.D. GALV HAS-E

RODS W/HILTI HIT-HY 200 EPOXY

& 4" EMBED (MIN)

STD HOLES (TYP)

M

IN6

4'-0" 10" 1'-2"

6'-0"

M

IN

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

BITUMINOUS ASPHALT

(SEE CIVIL DWGS)

#5 @ 16” O.C. VERT E.F.

W/MATCHING DOWELS IN FTG

GRADE (SEE CIVIL

DWG’S)

WASH

(6)#5 AS SHOWN

#5 @16" O.C.

2"Ø WEEP HOLES

@24" O.C.

4"

COL

CABLE RAIL (SEE

DWG SF105)

PRECAST COLUMN

C L R

GRADE (SEE CIVIL

DWGS)

(M

IN

NON-SHRINK GROUT

PRECAST COL BASE PLATE

(SEE TYP DETAIL SS501)

(3) TIES @3" O.C. TOP,

BAL @12" O.C.

ANCHOR RODS (SEE TYP

COL BASE DETAIL DWG

SS501 FOR ADDL INFO)

NOTE: FOR FTG SIZE &

REINF, SEE PLAN)

BITUMINOUS ASPHALT

(SEE CIVIL DWGS)

PIER VERT REINF (SEE

DETAILS THIS DWG).

NOTE: P2 & P3 SIM.

WASH

COL

FDN WALL BEYOND,

REF SECT 5/SF104 &

SECT 2/SF103 @ SIM.

T/FTG EL

(SEE PLAN)

6" 1'-0"

(VERIFY W/ELEVATOR MANUF)

(SEE PLAN) 1'-0" 6"

T/SLAB EL

(SEE PLAN)

#4@18" O.C.

(TYP)

#5@18" O.C. E.F., HORIZ & VERT

ELEVATOR SILL ANGLE

(SIZE & LOCATION BY

MANUF) W/1/2" EXP

ANCHORS @24" O.C.

MAX (MIN 3 REQD).

CONC SLAB ON GRADE

(SEE PLAN)

#4 CONT

24"

2'-0"x2'-0"x2'-0" DP SUMP PIT.

PROVIDE 3/4" DP GALV BAR

GRATING W/GALV L2x2x1/4

FASTENED W/EPOXY ANCHORS

(2 MIN PER SIDE)

#5@12" O.C. E.W. BOT

#5@12" O.C. E.W. AT

SUMP PIT

ELEVATOR

SHAFT

CONT WATERSTOP

12" PRECAST WALL

PANEL (TYP)

SHEAR DOWEL (SIZE,

LOCATION AND EMBED

BY PRECASTER)

(M

IN

E L E

V M

A N

U F

A C

T U

R E

R

C O

O R

D

IN

A T

E W

FTG DRAIN (SEE CIVIL)

PRECAST WALL PANEL

(BEYOND)

2'-0"

REINF CMU WALL. SEE

TYP CMU DETAILS, DWG

SF102, FOR ADDL INFO

6" 1'-0" 6"

#5x5'-0" LG DWLS TO

MATCH CMU VERT

REINF, W/30" MIN

EMBED CONC SLAB ON GRADE

(SEE PLAN)

6" 6"1'-0"

2'-0"

8" 4"

T/FTG EL

(SEE PLAN)

(M

IN

#5 HORIZ

TOP,BOT & MID

MASONRY VENEER

(SEE ARCH)

3#5 CONT

3#5 CONT

FTG DRAIN (SEE

CIVIL DWGS)

#5 HORIZ E.F. TOP,

BOT & MID (TYP)

#4@24" O.C. E.F. VERT

W/ STD HOOKS INTO

FTG (TYP)

SIDEWALK/GRADE

(SEE CIVIL DWGs)

GROUT BOTTOM

COURSE SOLID AT

EXTERIOR WALL

COL

4"

3#5

6" 6"1'-0"

2'-0"

3#5 CONT

8" 8"

2'-0"

8"

T/FTG EL

(SEE PLAN)

3#5 CONT

FTG DRAIN (SEE

CIVIL DWGs)

#5 HORIZ E.F.

TOP, BOT & MID

#4@24" O.C. E.F.

VERT W/ STD

HOOKS INTO

FTG#4 @36" O.C. VERT

W/ ALTERNATING

STD HOOK IN FTG

#5 HORIZ

TOP,BOT & MID

#4x16" @18" O.C., DRILL &

EPOXY W/ 6" MIN EMBED

T/SLAB EL

(SEE PLAN)

#4@24" O.C.

CONC SLAB ON GRADE (SEE

PLAN). PROVIDE BROOM FINISH.

24"

SLOPE

(SEE CIVIL)

PROVIDE

BROOM FINISH

ROUT AND SEAL JOINT

M

IN

#4@18" O.C.

24"

STRUCT FILL

PIER DETAILS

1/2"=1'-0"

NOTES:

1. WALL CONDITIONS VARY, SEE PLANS AND SECTIONS FOR ADDL INFO.

2. CIP PIER DIMENSIONS BASED ON PRELIMINARY PRECAST COLUMN SIZES.

COLUMN SIZE TO BE VERIFIED BY PRECASTER AND COORDINATED WITH

PIER DIMENSIONS.

P1

3'-0"

1'-6"1'-6"

P2

2'-4"

1'-2"1'-2"

12#9 VERT W/MATCHING

DOWELS & 3#4 TIES @ 3"

O.C. AT TOP, BAL @12" O.C.

10#9 VERT W/MATCHING

DOWELS & 3#4 TIES @ 3" O.C.

AT TOP, BAL @12" O.C.

P3

2'-4"

1'-2"1'-2"

10#9 VERT W/MATCHING

DOWELS & 3#4 TIES @ 3" O.C.

AT TOP, BAL @12" O.C.

P2A

2'-4"

8"1'-2"1'-2"

T/PIER

(SEE PLAN)

T/CONC 103'-2"

#5 VERT CONT

T/CONC 107'-11"

#5 BENT BAR @24"

O.C., LAP W/WALL

REIF (TYP)

P4

1'-0"

10#9 VERT W/MATCHING

DOWELS & 3#4 TIES @ 3" O.C.

AT TOP, BAL @12" O.C.10#9 VERT W/MATCHING

DOWELS & 3#4 TIES @ 3" O.C.

AT TOP, BAL @12" O.C.

1'-2"

2'-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

o o t 16 o a rt e r in 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 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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

03/31/2016

STRUCTURAL - FOUNDATION SECTIONS

SF103

MSKCGW 40

SECTION

1/2" = 1'-0" SF101

1 SECTION

1/2" = 1'-0" SF101

SECTION

1/2" = 1'-0" SF101

DETAIL

1 1/2" = 1'-0" SF103

A

SECTION

1/2" = 1'-0" SF101

SECTION

1/2" = 1'-0" SF101

5 SECTION

1/2" = 1'-0" SF101

6 SECTION

1/2" = 1'-0" SF101

SECTION

1/2" = 1'-0" SF101

2/2A

WALL SLOPES DN

C.J.

6” SLAB ON GRADE @

HANDICAP RAMP W/#4

@ 18” O.C. TOP

(T/SLAB EL VARIES)

(94'-0") (95'-0") (96'-0")

5'-4"

6'-10"24'-2"

C.J.

SLOPE DN

SLOPE DN

C .J

C

.J

CONST JT

1'-4"

10"

SLOPE DN

C .J

4'-6"

(96'-0")

(96'-6")

(96'-6")

SF104

SF104

5'-0"

SF104

T/WALL

EL 106'-11"

T/SLAB

EL 101'-1"

101'-7"

T/WALL EL T/WALL EL SLOPES T/WALL EL 100'-6"

T/WALL EL

100'-6"

T/SLAB EL

100'-0"

WALL SLOPES

UP

(96'-6")

(9

T/WALL = T/SLAB+6"

(TYP, U.N.O.)

T/WALL

EL 106'-8"

T/SLAB

EL 102'-10 3/8"

T/WALL

EL 106'-9"

T/WALL

EL 104'-3"

T/SLAB

EL 102'-1 1/2"

T/WALL

EL 103'-6"

2'-4"

6" 1'-4" 6" #5 @16" O.C. (TYP)

2'-4"

6" 1'-4" 6"

T Y

P U

.N .O

BITUMINOUS

(SEE PLAN)

M

IN

T

Y P

RAMP GUARDRAIL

(SEE ARCH)

(T Y

P

/2

L L R

(T Y

P

/2

C L R

3/4" CHAMFER (TYP)

C.I.P. RAMP SLAB

(SEE PLAN, TYP)

T/WALL TO MATCH RAMP

SLOPE +1'-0" U.N.O.

COMPACTED

STRUCT FILL

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

#5@16" O.C. E.F. VERT

W/DOWELS IN FTG

(3)#5

10"

M

IN

10"

#4 SLAB DOWELS

@ 24" O.C. (TYP)

24"

24"

(T Y

P

2" C.I.P. WASH

2'-0"

8" 8" 8"

3#5 CONT

M

IN

T

Y P

(T Y

P

/2

L L R

COMPACTED

STRUCT FILL

#5@16" O.C. VERT

W/ALT HOOKS IN FTG

#5@24" O.C. HORIZ

CONC RAMP SLAB

(SEE PLAN,TYP)

GUARDRAIL, TYP

(SEE ARCH)

3/4" CHAMFER (TYP)

M

IN

10"

2" C.I.P. WASHT

Y

P

6" 1'-4" 6"

2'-4"

SEE SECT 1 THIS DWG

FOR WALL & FTG REINF

2'-0"

7" 10" 7"

CONC SLAB ON

GRADE (SEE PLAN)

#5@16" O.C. E.F.

HORIZ & VERT

COORDINATE T/WALL ELEV

W/BOTTOM OF PRECAST STAIR

AND SITE ELEVATIONS

BEARING PAD AND

CONNECTION (BY PRECASTER)

PRECAST STAIR(BY

PRECASTER) CONC SIDEWALK

(SEE CIVIL DWGs)

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

(3)#5

RETAINING WALL

REINF BEYOND

1'-0"x2'-0" THICKENED SLAB

PRECAST COLUMN

PRECAST COL BASE PLATE

(SEE TYP DETAIL SS501)

REINF CONC FTG (SEE PLAN)

GRADE (SEE CIVIL DWGS)

COL

N O

N -S

H R

IN

K

G R

O U

T

2'-2" 10" 1'-0"

4'-0"

M

IN

BITUMINOUS ASPHALT

(SEE CIVIL DWGS)

GRADE (SEE CIVIL

DWG’S)

SEE SECT 1 THIS DWG FOR

WALL AND FOOTING REINF

SLAB ON GRADE AT SIM

COL

3"

#4x48" SLAB

DOWELS @ 24" O.C.

24"

8" 8" 8"

2'-0"

BITUMINOUS ASPHALT

(SEE CIVIL)

CONC SLAB ON GRADE

(SEE PLAN)

C L R

/2

#5 HORIZ TOP,

BOTTOM AND MID

#5 @ 24" O.C. VERT W/

ALT HOOKS IN FTG

(3)#5

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 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 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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

03/31/2016

STRUCTURAL - FOUNDATION SECTIONS

SF104

MSKCGW 41

DETAIL

1/4" = 1'-0" SF101

A

SECTION

1/2" = 1'-0" SF104

SECTION

1/2" = 1'-0" SF104

2 SECTION

1/2" = 1'-0" SF101

ISOMETRIC OF DETAIL A

SECTION

1/2" = 1'-0" SF101

4 SECTION

1/2" = 1'-0" SF101

5 SECTION

1/2" = 1'-0" SF101

PRECAST COLUMN

PRECAST

SPANDREL (TYP)

PROVIDE PVC SLEEVES IN

COLUMN TO ALLOW

CABLES TO PASS THRU

C.I.P. WALL

OPENING FOR

STAIR EGRESS

SF105

A

SF105

TOP OF CONC WALL

T/WALL (IN FRONT)

PRECAST COLUMN

PRECAST

SPANDREL

FDN WALL

(4)#6 VERT AT CABLES

PVC SLEVE BONDOUT

(4)#6 VERT

WALL REINF (SEE SECTION)

CAST IN POST-TENSIONING ANCHOR

M

IN

C O

V E

R

2#5 C BARS

2#5 C BARS

2'-0"

1'-4"

PRECAST COLUMN

COLUMN REINF

(BY PRECASTER)

CABLE

CAST IN POST-

TENSION ANCHOR

3"Ø POCKET IN

COLUMN (GROUT

SOLID)

1"Ø SLEAVE FILL

SOLID W/GREASE

COL

COL

2"

PRECAST COLUMN

BACKER ROD & SEALANT (TYP)

GROUT SOLID

C.I.P. WALL

TYP COL/FDN WALL DETAIL

BITUMINOUS (SEE CIVIL)

SEE SECT 4/SF103

FOR WALL REINF

M

IN

SLAB ON GRADE

(SEE PLAN)

FLOOR DRAIN

(SEE CIVIL)

SIDEWALK (SEE CIVIL)

#5 @ 16" O.C. E.F. VERT

3/4" CHAMFER (TYP)

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

GUARDRAIL (SEE ARCH)

#5 @ 16" O.C. (14)#5 HORIZ

AS SHOWN

1'-4"Ø

COMPRESSIBLE FILLER

CONC SIDEWALK

(SEE CIVIL)

3/4" CHAMFER

WEEP HOLE

HSS4x4x1/4

(GALV & PAINTED)

W/1/2x10x0'-10" BASE PLATE

1/4" CAP PL

SEALANT

(4)3/4"Ø ANCHOR BOLTS

W/1'-0" MIN EMBED

NOTE: 4 REQUIRED

HEADACHE BAR

SUPPORT (SEE ARCH)

(3)TIES @3" O.C.

TOP, BAL @12" O.C.

T/WALL EL

(SEE PLAN)

/2

"3

EXIST CURB

42" TALL HEAVY 9 GA BLACK

VINYL COATED FENCING

TIED TO CABLES AT 16" O.C.

GALV 7 STRAND 1/2"Ø GR

250 CABLE (TYP).

PL 1/2x1 1/2x3'-8", SPACED 9" O.C.

BETWEEN COLUMNS. SECURE

TO CABLES W/WIRE TIES.

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 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 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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

03/31/2016

STRUCTURAL - FOUNDATION SECTIONS

SF105

MSKCGW 42

1/4" = 1'-0"

CABLE RAIL ELEVATION @ GRID C DETAIL

3/4" = 1'-0" SF105

ASECTION

3/4" = 1'-0" SF105

DETAIL

1/2" = 1'-0" SF101

B SECTION

1/2" = 1'-0" SF101

2 SECTION

1/2" = 1'-0" SF101

2 3 4 5 6

B

A

49'-4" 48'-0" 48'-0" 48'-0" 49'-4"

242'-8"

CONT SPANDREL LEDGE FOR

DT BEARING BELOW (TYP)

1'-0" THICK PRECAST

LITEWALL PANEL (TYP)

36" DEEP (MAX) PRECAST

IT BEAM (TYP)

SPAN DIRECTION OF

34"x12'-0" DTs (TYP)

5.6% RAMP DOWN 5.6% RAMP UP

3/32"=1'-0"

NOTES:

1. (± X'-XX") INDICATES TOP OF DECK ELEVATION RELATIVE TO REFERENCE ELEVATION

(109'-6") U.N.O.

2. F.D. INDICATES FLOOR DRAIN (SEE TYP DETAIL DWG SS502

3. PRECAST COLUMNS INDICATED BY C_ ARE:

C1: 32" X 32" ; C2: 24" X 32" ; C3: 24" X 36" (PRECAST EL VERIFY)

4. REFER TO DRAWING SS501 FOR SPANDREL BEAMS INDICATED BY LBS_ AND NLBS_.

LEVEL 2 PLAN

STAIR

8" KNEE WALL AT

STAIR (TYP)

8" THICK PRECAST

LANDING SLAB

(T/SLAB 113'-2")

STAIR

PRECAST LEDGE

FOR SLAB BEARING

ELEV ELEV

C

C

C

C

C

C

(-2'-8") (+6'-0")

F.D.

F.D.

C

C

3'-0" WIDE PILASTER

AT IT BEAM BEARING

(-1'-3")

C

C

C

C

C

(-0'-1 5/8")

(-2'-6 1/2") (+4'-9")

(+0'-11 5/8")

2.3% RAMP UP

C

F.D.

F.D.

(+2'-1") (+2'-9")

3'-0" PILASTER AT IT

BEAM BEARING

(+3'-4")

(+3'-4")(+2'-2 5/8")(+1'-1 3/8")

1'-0" THICK PRECAST

SW PANEL (TYP)

(+3'-4")

(+3'-4")

PRECAST WASH (TYP)

PRECAST WASH (TYP)

LBS1 LBS1 LBS1 LBS1 LBS1

LBS1 LBS1 LBS1 LBS1 LBS1

N L B

S

N L B

S

N L B

S

N L B

S

TYP @ BUILDING CORNERS, RECESS

DT AND PROVIDE CIP TOPPING, SLOPE

TO DRAINS

SS102

B

SS102

A

CIP RAMP AT STAIR ENTRY

(SEE ARCH). PROVIDE

RECESS IN DT FLANGE AS

REQD

(-7")

RECESS DT AND PROVIDE CIP TOPPING,

SLOPED TO DRAIN (TYP)

PROVIDE HOUSEKEEPING SLABS

FOR ALL MECH/ELEC EQUIPMENT

AS REQD (SEE TYP DETAIL SF102)

PRECAST DESIGN TO PROVIDE 2

HR RATING AT FLOOR.

EXP JOINT

PRECAST STAIR/LANDING UNIT

CMU WALLS BELOW

INSTALL VEHICULAR TRAFFIC MEMBRANE

AT DTS AND CIP TOPPINGS OVER

ELEVATOR MACHINE ROOM/MECH ROOM

BELOW (SEE SPECIFICATIONS)

AT JOINTS OVER ROOMS BELOW, INSTALL FLEXIBLE

GUTTER SYSTEM (WABO GUTTERFLEX OR APPROVED

EQUIVALENT)

PRECAST STAIR UNIT

SS502

SS502

SS502

SIM

SS502

SS502

19'-6" 11'-10" 16'-8"

SS503

A

CONTROL JOINT

@ CMU CORNER

SIM

PROVIDE TRAFFIC MEMBRANE

IN ALL MECH ROOMS AT

PRECAST DTS, TYPICAL.

ISOMETRIC KEY

LEVEL 2

LEVEL 1

LEVEL 3

LEVEL 4

LEVEL 5

A

C

1 6

ABBREVIATIONS

DT: PRE-TOPPED DOUBLE-TEE

LBS: LOAD-BEARING SPANDREL

NLBS: NON LOAD-BEARING SPANDREL

IT BEAM: INVERTED TEE-BEAM

SW: SHEARWALL

LW: LITEWALL

H S

S x x /4

H S

S x x /4

HSS4x4x1/4

HSS4x4x1/4

3/4"Ø TENSION

ROD (TYP)

SPAN DIRECTION

OF 1.5B20 ROOF

DECK

CANOPY ROOF FRAMING DETAIL

1/4"=1'-0"

NOTES:

1. T/STL EL=112'-11" U.N.O.

2. ALL STEEL SHOWN TO BE GALVANIZED, U.N.O.

3. SEE ARCH FOR FINISHES AND ANY INFILL FRAMING REQD.

SS502

SEE ARCH

FOR DIMS

C

W x

W x

W x

W8x18

W8x18

H SS4x

4x 1/

(T

YP 4

P

LC

S)

SPAN DIRECTION OF

1.5B20 PAINTED

ROOF DECK

C x .5

C

O N

T

C x .5

C

O N

T

W x

CANOPY ROOF FRAMING DETAIL

1/4"=1'-0"

NOTES:

1. INDICATES MOMENT CONNECTION, SEE 1/SS502 FOR ADDL INFO.

2. T/STL EL INDICTED BY (X'-XX")

3. ALL STEEL SHOWN TO BE GALVANIZED, U.N.O.

4. SEE ARCH FOR FINISHES AND ANY INFILL FRAMING REQD.

SS502

ARCHITECTURALLY EXPOSED

COLUMNS. PROVIDE GALV

COLUMNS TO BE FIELD PAINTED

PER ARCH SPECIFICATIONS.

C8X11.5 (CONT)

(110'-2")

(110'-3 1/2")

(100'-4 1/4")

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 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 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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

03/31/2016

STRUCTURAL - PLAN - LEVEL 2

SS102

MSKCGW 43

B

SS102

A

SS102

2 3 4 5 6

B

A

49'-4" 48'-0" 48'-0" 48'-0" 49'-4"

242'-8"

CONT SPANDREL LEDGE FOR

DT BEARING BELOW (TYP)

1'-0" THICK PRECAST

LITEWALL PANEL (TYP)

36" DEEP (MAX) PRECAST

IT BEAM (TYP)

SPAN DIRECTION OF

34"x12'-0" DTs (TYP)

5.6% RAMP DOWN 5.6% RAMP UP

3/32"=1'-0"

NOTES:

1. (± X'-XX") INDICATES TOP OF DECK ELEVATION RELATIVE TO REFERENCE ELEVATION

(120'-10") U.N.O.

2. F.D. INDICATES FLOOR DRAIN (SEE TYP DETAIL DWG SS502

3. PRECAST COLUMNS INDICATED BY C_ ARE:

C1: 32" X 32" ; C2: 24" X 32" ; C3: 24" X 36" (PRECAST EL VERIFY)

4. REFER TO DRAWING SS501 FOR SPANDREL BEAMS INDICATED BY LBS_ AND NLBS_.

LEVEL 3 PLAN

STAIR

8" KNEE WALL AT

STAIR (TYP)

8" THICK PRECAST

LANDING SLAB

(T/SLAB 124'-6")

STAIR

PRECAST LEDGE

FOR SLAB BEARING

ELEV ELEV

C

C

C

C

C

C

(-2'-8") (+6'-0")

F.D.

F.D.

C

C

3'-0" WIDE PILASTER

AT IT BEAM BEARING

(-1'-3")

C

C

C

C

C

(-0'-1 5/8")

(-3'-11") (+4'-9")

(+0'-11 5/8")

2.3% RAMP UP

C

F.D.

F.D.

(+2'-1") (+2'-9")

3'-0" PILASTER AT IT

BEAM BEARING

(+3'-4")

(+3'-4")(+2'-2 5/8")(+1'-1 3/8")

1'-0" THICK PRECAST

SW PANEL (TYP)

(+3'-4")

(+3'-4")

PRECAST WASH (TYP)

PRECAST WASH (TYP)

LBS1 LBS1 LBS1 LBS1 LBS1

LBS1 LBS1 LBS1 LBS1 LBS1

N L B

S

N L B

S

N L B

S

N L B

S

CIP RAMP AT STAIR ENTRY

(SEE ARCH). PROVIDE

RECESS IN DT FLANGE AS

REQD

TYP @ BUILDING CORNERS, RECESS

DT AND PROVIDE CIP TOPPING, SLOPE

TO DRAINS

(-7")

RECESS DT AND PROVIDE CIP

TOPPING, SLOPED TO DRAIN

(TYP)

2" EXP JOINT

PRECAST STAIR/LANDING UNIT

SS502

SIM

(B

ELO

W

SS502

S

IM(BELO

W

INSTALL VEHICULAR TRAFFIC

MEMBRANE AT DTS AND CIP TOPPINGS

OVER ELEC ROOMS BELOW (SEE

SPECIFICATIONS)

SS502

SS503

A

PRECAST DESIGN TO PROVIDE 2 HR

RATING AT FLOOR.

ISOMETRIC KEY

LEVEL 2

LEVEL 1

LEVEL 3

LEVEL 4

LEVEL 5

A

C

1 6

ABBREVIATIONS

DT: PRE-TOPPED DOUBLE-TEE

LBS: LOAD-BEARING SPANDREL

NLBS: NON LOAD-BEARING SPANDREL

IT BEAM: INVERTED TEE-BEAM

SW: SHEARWALL

LW: LITEWALL

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 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 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

VAMC - West Roxbury, MA 02132

WEST ROXBURY GARAGE 523-400

100% BID DOCUMENTS

03/31/2016

STRUCTURAL - PLAN - LEVEL 3

SS103

MSKCGW 44

2 3 4 5 6

B

A

49'-4" 48'-0" 48'-0" 48'-0" 49'-4"

242'-8"

CONT SPANDREL LEDGE FOR

DT BEARING BELOW (TYP)

1'-0" THICK PRECAST

LITEWALL PANEL (TYP)

36" DEEP (MAX) PRECAST

IT BEAM (TYP)

SPAN DIRECTION OF

34"x12'-0" DTs (TYP)

5.6% RAMP DOWN 5.6% RAMP UP

3/32"=1'-0"

NOTES:

1. (± X'-XX") INDICATES TOP OF…