Arch Dwg 11-16.pdf

881' - 4" Third Tier

A-405

GUTTER

DOWNSPOUT

EXISTING

BUILDING

C.7

MANUFACTURED STRUCTURAL

CANOPY W/ TRANSLUCENT

ROOF PANELS

PRECAST SPANDREL

C.6 C.8 C.9

MANUFACTURED STRUCTURAL

CANOPY W/ TRANSLUCENT

ROOF PANELS

MANUFACTURED STRUCTURAL

CANOPY

DOWNSPOUT

SNOW GUARDS

GUTTER

DOWNSPOUT

2.5

5' - 0" 8' - 7" 28' - 0" 6' - 8"

5"

9'

/2

878' - 10"

890' - 10 1/2"

2'

" SPLASHBLOCK - TYP

AT EACH DOWNSPOUT

CIP WALL W/ LEDGE

FOR COLUMN

COLUMN BASES

889' - 10"

878' - 10"

COLUMN BASE

881' - 4" Third Tier

TRANSLUCENT ROOF PANEL

MANUFACTURED STRUCTURAL

CANOPY

GUTTER

DOWNSPOUT

2.5

RIDGE TO ALIGN WITH

BUILDING CORNER

BEYOND

3.9 4.3 4.5 4.6 4.8

TRANSLUCENT

ROOF PANEL

MANUFACTURED

STRUCTURAL

CANOPY

DOWNSPOUT

MANUFACTURED

STRUCTURAL CANOPY

DOWNSPOUT

SNOW GUARDS

GUTTER

SNOW GUARDS

PRECAST SPRANDREL

BEYOND

TRANSLUCENT

ROOF PANEL

GUTTER

MANUFACTURED STRUCTURAL

CANOPY

MANUFACTURED

STRUCTURAL

CANOPY

4.1

2.5

14' - 10 1/2"1' - 4"16' - 0"10' - 11"5' - 0"

4' - 8" 10' - 2 1/2"

CORNER OF PRECAST

- BEYOND

DOWNSPOUT

2'

878' - 10" 878' - 10"

894' - 0" 894' - 3"

COLUMN BASE

COLUMN BASE

878' - 10"

COLUMN BASE

878' - 10"

COLUMN BASE

878' - 10"

COLUMN

BASE

881' - 4" Third Tier

3.9

5"5' - 0"

2.5

878' - 10"

4.1

GUTTER

DOWNSPOUT

PRECAST SPRANDREL

TRANSLUCENT

ROOF PANEL

MANUFACTURED

STRUCTURAL

CANOPY

C.6C.7

2'

878' - 10"

10"

2' - 0"

9'

/2

890' - 10 1/2"

889' - 10"

SPLASHBLOCK -

TYP AT EACH

DOWNSPOUT

5"

CIP WALL W/ LEDGE

FOR COLUMN

COLUMN BASE

COLUMN

BASE

881' - 4" Third Tier

4.8

9' - 7 1/2"7"

4.7

2.5

GUTTER

DOWNSPOUT

PRECAST SPRANDREL

TRANSLUCENT

ROOF PANEL

MANUFACTURED

STRUCTURAL

CANOPY

MANUFACTURED

STRUCTURAL

CANOPY

2'

10"

2' - 0"

10" 7"

CIP WALL W/ LEDGE

FOR COLUMN

878' - 10"

895' - 10"

878' - 10"

COLUMN BASE

COLUMN BASE

894' - 0"

10"

881' - 4" Third Tier

C

A-405

C.1C.7 C.4

A-405

C.6C.8C.9 6' - 8" 28' - 0" 8' - 7" 5' - 0" 13' - 8" 13' - 9" 2' - 10"

TRANSLUCENT ROOF PANEL

EXISTING STRUCTURE

CANOPY STRUCTURE

BEYOND

MANUFACTURED STRUCTURAL

CANOPY

MANUFACTURED STRUCTURAL

CANOPY

5"

893' - 0"

878' - 10"

COLUMN BASE

PROJECT NO.

DATE:

DRAWING NO.BUILDING NUMBER CHECKED DRAWN

LOCATION

DRAWING

DWG. OF

PROJECT TITLEDRAWING TITLE

FACILITY PROJECT NAME

REVISIONS DATE V

e te ra n s

A ff a ir s

CANOPY A & B SECTIONS - GC ALTERNATE

7/10/2020

693-222

A-405

WILKES-BARRE V.A.

MEDICAL CENTER

PARKING GARAGE

WILKES-BARRE V.A. MEDICAL CENTER

GARAGE

1111 EAST END BLVD, WILKES-BARRE, PA

Checker Author

1/4" = 1'-0"A-405

3 CANOPY SECTION

1/4" = 1'-0"A-405

1 CANOPY SECTION

1/2" = 1'-0"A-405

2 CANOPY SECTION

1/2" = 1'-0"A-405

4 CANOPY SECTION

1/4" = 1'-0"A-405

5 CANOPY SECTION

GC ALTERNATE

CC

11' - 10" 11' - 10" 7' - 5" 7' - 0"

A-406

A-4067'

3'

5.9

5.9

6.1

6.1

6.4

6.4

6.5

6.5

6.7

6.7

6.9

6.9

7.4

7.4

C.2C.2

17' - 4" 5' - 0"

C.3C.3

ACCESS FROM

SECOND TIER

A-406

A-406

A-406

UP

7.2

ACCESS FROM

GROUND TIER

ACCESS FROM

PARTIAL GROUND TIER

DOWN DOWN

DOWN

17' - 4" 10" 11' - 10" 11' - 10"

B.2

B.3

B.4

B.5

B.7

B.9

7'

3'

9'

9'

9'

8'

8'

8"

LINE OF CANOPY C

ROOF ABOVE

LINE OF CANOPY D

ROOF ABOVE

LINE OF CANOPY E

ROOF ABOVE

7.1

7' - 4" DOWNSPOUT

DOWNSPOUTDOWNSPOUT DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

PRECAST SPANDREL 8" LEAN-TO-WALL

3'

LINE OF CIP LEDGE

- BELOW - TOL =

873' - 6"

LINE OF CIP

LEDGE - BELOW

PRECAST SPANDREL

8" LEAN-TO-WALL

7" 9"

LINE OF CIP LEDGE -

BELOW - TOL = 856'-0"

PRECAST SPANDREL

8" LEAN-TO-WALL

LINE OF CIP LEDGE

- BELOW - TOL =

869' - 0"

PRECAST SPANDREL

8" LEAN-TO-WALL

5"

2" 2"

2" 2" 2"

2"

DOWNSPOUT

HANDRAILS AND GUARDRAIL NOT

SHOWN FOR CLARITY

2" 2"

2" 2"

2" 2"

2" 2"

2"

2"2"

CC

A-406

A-406

5.9 6.1 6.4

C.2C.2

C.3C.3

6"

SLOPE

4"

GUTTER

SNOW GUARDS

SNOW GUARDS

8" LEAN-TO-WALL

6"DOWNSPOUT

CC

A-406

6.5 6.7 6.9 7.4

C.2

C.3C.3

SLOPE

3 /12

5"

A-406

A-406 7.2

6"

SLOPE

3 /12

B.9

GUTTER

GUTTER

DOWNSPOUT DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

TRANSLUCENT

ROOF PANEL

TRANSLUCENT

ROOF PANEL

6"DOWNSPOUT 6"

C

C

7.4

7.4

C.2

A-406

A-406

7.2

SLOPE

B.2

B.3

B.4

B.5

B.7

B.96"

4"

4"

SNOW GUARDS

7.1

SNOW GUARDS

GUTTERS

6"

870' - 0" Second Tier

870' - 0" Second Tier

881' - 4" Third Tier

6 75.9 6.1 6.4 6.5 6.7 6.9 7.4

A-406

A-406

7.2

ACCESS FROM

SECOND TIER

7' - 0"7' - 5"11' - 10"11' - 10"10"17' - 4"17' - 4"

CANOPY STRUCTURE C

CANOPY STRUCTURE D

GUTTER

SNOW GUARDS

SNOW GUARDS

TRANSLUCENT

ROOF PANEL

MANUFACTURED

STRUCTURAL

CANOPY

MANUFACTURED

STRUCTURAL

CANOPY

MANUFACTURED

STRUCTURAL

CANOPY

MANUFACTURED

STRUCTURAL

CANOPY

MANUFACTURED

STRUCTURAL

CANOPY

TRANSLUCENT

ROOF PANEL

6' - 2"

8"

TOP OF CIP LEDGE

TOL = 873' - 6"

COLUMN BASE

873' - 6"

TOP OF CIP LEDGE

TOL = 869' - 0"

COLUMN BASE

869' - 0"

COLUMN BASE

869' - 0"

COLUMN BASE

869' - 0"

PROVIDE CIP

HAUNCH FOR

COLUMN BASE

PROVIDE CIP

HAUNCH FOR

COLUMN BASE

2' - 5"

2' - 3"

EDGE OF CIP WALL

EDGE OF WALL

BEYOND

COLUMN BASE

869' - 0"

PROVIDE CIP HAUNCH

FOR COLUMN BASE

CIP WALL

CIP WALL

890' - 11 1/4"

885' - 10 1/2"

880' - 10"

OVHNG

6"

COLUMN BASE

880' - 4"

PROVIDE CIP

HAUNCH FOR

COLUMN BASE

847' - 4" Partial Ground Tier

858' - 8" Ground Tier

858' - 8" Ground Tier

870' - 0" Second Tier

C

A-406

C.2C.3 B.2B.3B.4B.5B.7B.9

7' - 0" 3' - 0" 10" 9' - 0" 9' - 0" 9' - 0" 8' - 0" 8' - 0"

ACCESS FROM

GROUND TIER

ACCESS FROM

PARTIAL GROUND TIER

SNOW GUARDS

GUTTER

CANOPY STRUCTURE D

CANOPY STRUCTURE E

SNOW GUARDS

TRANSLUCENT

ROOF PANEL

MANUFACTURED

STRUCTURAL

CANOPY

MANUFACTURED

STRUCTURAL

CANOPY

5' - 6"

6' - 0"

COLUMN BASE

869' - 0"

TOP OF CIP LEDGE

TOL = 856' - 0"

TOP OF CIP LEDGE

TOL = 869' - 0"

CIP WALL

COLUMN BASE

856' - 0"

EDGE OF WALL

BEYOND

871' - 11 3/4"

CIP HAUNCH AS

REQUIRED FOR

CANOPY COLUMN

868' - 0"

864' - 0"

860' - 5 1/2"

856' - 11"

875' - 11 1/2"

5" 6"

COLUMN BASE

846' - 8"

COLUMN BASE

846' - 8"

COLUMN BASE

851' - 8"

COLUMN BASE

863' - 8"

CIP HAUNCH AS

REQUIRED FOR

CANOPY COLUMN

6"

6"

870' - 0" Second Tier

CC.2C.3

CANOPY C - BEYOND

GUTTER

DOWNSPOUT

CIP WALL

TRANSLUCENT

ROOF PANEL

MANUFACTURED

STRUCTURAL

CANOPY

7' - 0"

CIP WALL W/ LEDGE

FOR COLUMN

3' - 0"

CIP HAUNCH AS

REQUIRED FOR

CANOPY COLUMN

MANUFACTURED

STRUCTURAL

CANOPY

PRECAST LEAN-TO-WALL

BEYOND

COLUMN BASE

869'-0"

879' - 4"

877' - 8"

2"

COLUMN - BEYOND

GUTTER - BEYOND

4"

5"

PROJECT NO.

DATE:

DRAWING NO.BUILDING NUMBER CHECKED DRAWN

LOCATION

DRAWING

DWG. OF

PROJECT TITLEDRAWING TITLE

FACILITY PROJECT NAME

REVISIONS DATE V

e te ra n s

A ff a ir s

LARGE SCALE CANOPY C, D & E PLANS &

SECTIONS - GC ALTERNATE

7/10/2020

693-222

A-406

WILKES-BARRE V.A.

MEDICAL CENTER

PARKING GARAGE

WILKES-BARRE V.A. MEDICAL CENTER

GARAGE

1111 EAST END BLVD, WILKES-BARRE, PA

Checker Author

1/4" = 1'-0"A-406

2 STAIR & CANOPY C, D & E PLAN

1/4" = 1'-0"A-406

1 CANOPY C ROOF PLAN

1/4" = 1'-0"A-406

7 CANOPY D ROOF PLAN

1/4" = 1'-0"A-406

3 CANOPY E ROOF PLAN

1/4" = 1'-0"A-406

5 CANOPY C & D SECTION

1/4" = 1'-0"A-406

6 CANOPY SECTION E

1/2" = 1'-0"A-406

4 CANOPY SECTION

1 1/4" SQUARE STEEL

TUBE RAILING, PAINT

1 1/4" SQUARE STEEL

TUBE RAILING, PAINT

M A

X

1 1/2" DIA. STEEL HANDRAIL

WHERE OCCURS - SEE

PLANS

1 1/2" MIN

1/2" DIA BALUSTER EQUAL

DISTANCE BETWEEN POSTS

MAX 4" OC (PAINT)

M A

X

4"

1/ 2"

2"

GROUT FILL

(2) #4 X 2'-0"

HAIRPINS AROUND

HOLE

MIN

4"

PRECAST STAIR

OR LANDING

6" 8"

8" 1'

6"

3'

17' - 0"

A-501

PREFABRICATED EXTERIOR BACKLIT

SIGNAGE CENTERED OVER OPENING

1 1/2" DIA. STEEL HANDRAIL

TYPICAL. SPACE

BRACKET 5'-0" O.C. MAX.

RETURN HANDRAIL TO WALL,

TYPICAL

2' -1

0" A

.F .F

T

Y P

IC

A

L

WALL LINE

1 1/2" MIN

M A

X

1 1/2" DIA. STEEL

HANDRAIL

1 1/4" SQUARE STEEL

TUBE RAILING

1/2" DIA BALUSTER EQUAL

DISTANCE BETWEEN POSTS

MAX 4" OC

1' - 0"

4" 4"

2'

0"

4'

HANDRAIL RETURNS

NOTE: FOR STAIR AND RISER CONSTRUCTION SEE STRUCTURAL

HANDRAIL RETURNS TO GUARDRAIL

4"

2'

0"

4'

2" 4"

3'

LED LIGHTS

PREFABRICATED EXTERIOR

SIGNAGE

TRANSLUCENT PLEXIGLASS

LIGHT BOX

MOUNTING CLIPS PER MFR

RECOMMENDATIONS

2" 4"

PREFABRICATED

FIBERGLASS

EXTERIOR SIGNAGE

MOUNTING CLIPS PER MFR

RECOMMENDATIONS

MOUNTING CLIPS PER MFR

RECOMMENDATIONS

SIGNAGE BEYOND

UNITED STATES AIR FORCE SEALUNITED STATES ARMY SEAL

UNITED STATES COAST GUARD SEALUNITED STATES NAVY SEALUNITED STATES MARINE CORPS SEAL

PREFABRICATED

FIBERGLASS

EXTERIOR SIGNAGE

5' - 0" TYP

NOTE: FINAL ARRANGEMENT TO BE APPROVED BY OWNER 7

A-501

A

PROJECT NO.

DATE:

DRAWING NO.BUILDING NUMBER CHECKED DRAWN

LOCATION

DRAWING

DWG. OF

PROJECT TITLEDRAWING TITLE

FACILITY PROJECT NAME

REVISIONS DATE V

e te ra n s

A ff a ir s

DETAILS

7/10/2020

693-222

A-501

WILKES-BARRE V.A.

MEDICAL CENTER

PARKING GARAGE

WILKES-BARRE V.A. MEDICAL CENTER

GARAGE

1111 EAST END BLVD, WILKES-BARRE, PA

Checker Author

NOTE:

DETAILS WITHIN THIS DRAWING, TITLED AS

"TYPICAL", INDICATE COMMON NON-SPECIFIC

CONDITIONS OCCURRING THROUGHOUT

BUILDING. THE LARGE SCALE ALLOWS A MORE

COMPREHENSIVE LEVEL OF DETAIL TO BE

SHOWN. SPECIFIC CONSTRUCTION CONDITIONS

WILL VARY ACCORDING TO MATERIAL AND

DIMENSIONS, MORE ACCURATELY SHOWN AS

PART OF INDIVIDUAL SECTIONS AND DETAILS

THROUGHOUT THE CONSTRUCTION DOCUMENTS.

1 1/2" = 1'-0"A-501

1 GUARDRAIL DETAIL

1/2" = 1'-0"A-501

4 ELEVATION

3" = 1'-0"A-501

2 WALL MOUNTED HANDRAIL DETAIL

1 1/2" = 1'-0"A-501

3 BALUSTER GUARDRAIL ELEVATION

1/2" = 1'-0"A-501

5 SECTION

1/2" = 1'-0"A-501

7 SIGNAGE DETAIL

1/2" = 1'-0"A-501

6 SIGNAGE DETAIL

STEEL BASEPLATE

ANCHOR BOLT

EXPANSION SLEEVE

STAMPED PRECAST

CONCRETE WHERE

OCCURS

STEEL TELESCOPIC

GUARDRAIL POST

4" 1"

STAMPED PRECAST

WHERE OCCURS

PRECAST SPANDREL

WALL ABOVE

CL

STEEL TELESCOPIC

GUARDRAIL POST

EXPANSION SLEEVE

ANCHOR BOLT

BASEPLATE

RECTANGULAR STEEL TUBE

GUARDRAIL PICKETS - EQUAL

DISTANCE BETWEEN POSTS @ 4"

MAX OC

1" 4"

4"

GUARDRAIL PICKETS - EQUAL

DISTANCE BETWEEN POSTS @ 4"

MAX OC

RECTANGULAR STEEL TUBE

PRECAST SPANDREL WALL

MAX

1"

VARIES

GUARDRAIL PICKETS - EQUAL

DISTANCE BETWEEN POSTS

MAX 4" OC

RECTANGULAR STEEL TUBE

STEEL TELESCOPIC

GUARDRAIL POST - EQUAL

DISTANCE BETWEEN POSTS

A-502

A-502

GUARDRAIL PICKETS - EQUAL

DISTANCE BETWEEN POSTS

MAX 4" OC

MAX

1"

STEEL GUARDRAIL POST -

EQUAL DISTANCE BETWEEN

POSTS

RECTANGULAR STEEL TUBE

A-502

V A

R

IE

S

A-502

STEEL GUARDRAIL POST -

EQUAL DISTANCE BETWEEN

POSTS

STEEL BASEPLATE

ANCHOR BOLT

EXPANSION SLEEVE

GROUT FILL

GUARDRAIL POST SLEEVE

M

IN

1'

STAMPED PRECAST

WHERE OCCURS

PRECAST SPANDREL

WALL BEYOND

STEEL GUARDRAIL POST -

EQUAL DISTANCE BETWEEN

POSTS

CL

STEEL PLATE CAP

RECTANGULAR STEEL TUBE

GUARDRAIL PICKETS - EQUAL

DISTANCE BETWEEN POSTS

MAX 4" OC

4" 1"

U N

LE

S

S N

O T

E D

O T

H E

R W

IS

E

2'

/3 2"

RECTANGULAR STEEL TUBE

GUARDRAIL PICKET - EQUAL

DISTANCE BETWEEN POSTS @ 4" MAX

OC

STEEL GUARDRAIL POST

ANCHOR BOLTS

STEEL BASEPLATE

STEEL GUARDRAIL POST

ANCHOR BOLTS

STEEL BASEPLATE

INTERIOR SIDE

EXTERIOR SIDE

PROJECT NO.

DATE:

DRAWING NO.BUILDING NUMBER CHECKED DRAWN

LOCATION

DRAWING

DWG. OF

PROJECT TITLEDRAWING TITLE

FACILITY PROJECT NAME

REVISIONS DATE V

e te ra n s

A ff a ir s

DETAILS - GUARDRAIL

7/10/2020

693-222

A-502

WILKES-BARRE V.A.

MEDICAL CENTER

PARKING GARAGE

WILKES-BARRE V.A. MEDICAL CENTER

GARAGE

1111 EAST END BLVD, WILKES-BARRE, PA

Checker Author

3" = 1'-0"A-502

2 GUARDRAIL CONNECTION - TYP

1 1/2" = 1'-0"A-502

1 GUARDRAIL ELEVATION - TYP AT PARTIAL GROUND TO THIRD TIERS

1 1/2" = 1'-0"A-502

4 GUARDRAIL ELEVATION - TYP AT THIRD AND FOURTH TIER

3" = 1'-0"A-502

5 GUARDRAIL CONNECTION - TYP AT THIRD AND FOURTH TIER

3" = 1'-0"A-502

6 GUARDRAIL CONNECTION - PLAN

3" = 1'-0"A-502

3 GUARDRAIL CONNECTION - PLAN

PRECAST CONCRETE WALL

EXPANSION ANCHOR. MINIMUM

480 LBS. PULL OUT. 3/8" DIA.

FASTENER, TYP. SPACING PER

MFR RECOMMENDATIONS

SPACER 1/2" X 1-1/2"

DIA. BLACK UHMW

PLASTIC, TYP.

MOUNTING CLIP

3" THICK PLANTING PANEL

2 7/8"

5 5/32"

PREFABRICATED

FIBERGLASS PLANTER

LANDSCAPE FABRIC

COUPLING AT CENTER OF

PLANTER

BOND MATERIAL

GRAVEL FILL

LIGHTWEIGHT PLANTING SOIL FILL

1'

6"

2' - 4"

PRECAST STAMPED CONCRETE

- GC ALTERNATE

AIR SPACE

2'

1' - 9"

CLIMBING VEGETATION

ROOT SYSTEM

PLANTER SUPPORT PER

MFR RECOMMENDATIONS

4" 4'

4'

4'

4'

MESH PANEL SYSTEM

GUARDRAIL - BASE BID

STAMPED-PRECAST CONCRETE

- GC ALTERNATE

PRECAST SPANDREL CONCRETE

A-504

PREFABRICATED

FIBERGLASS PLANTER

GUARDRAIL- BASE BID

TYP TIE BACK BY

PRECASTER

1.5" COUPLING AT

CENTER OF PLANTER

A-504

4" 4"

4"

MESH PANEL SUPPORTS

MESH PANEL SUPPORTS

LINE OF WALL BEYOND

LINE OF WALL BEYOND

CLIMBING VEGETATION

4" 4"

4" 4"

4"

7' - 0"

6' - 0"6' - 0"

STAMPED PRECAST CONCRETE

- GC ALTERNATE

MESH PANEL SYSTEM

PREFABRICATED

FIBERGLASS PLANTER

A-504

6" 6"

GUARDRAIL BEYOND

- GC ALTERNATE

7' - 0"

6" 6"

6"

4"

MESH PANEL SYSTEM

MESH PANEL SUPPORTS

GUARDRAIL - BASE BID

STAMPED-PRECAST CONCRETE

- GC ALTERNATE

PRECAST SPANDREL CONCRETE

A-504

PREFABRICATED

FIBERGLASS PLANTER

TIE BACK BY PRECASTER

- SEE STRUCTURAL

4" 2'

2'

COUPLING AT

CENTER OF PLANTER

A-504

LINE OF WALL BEYOND

4"

CLIMBING VEGETATION

4" 4"

PREFABRICATED

FIBERGLASS PLANTER

LANDSCAPE FABRIC

(1) 1.5" DIA COUPLING @ CENTER

OF PLANTER BY MFR

BOND MATERIAL

GRAVEL FILL

LIGHTWEIGHT PLANTING SOIL FILL

1'

6"

2' - 4"

LINE OF WALL BEYOND

PRECAST STAMPED CONCRETE

AIR SPACE

1' - 9" PLANTER SUPPORT

PER MFR

RECOMMENDATIONS

ROOT SYSTEM

A-504

VARIES VARIES

STAMPED PRECAST CONCRETE

- GC ALTERNATE

MESH PANEL SYSTEM

PREFABRICATED

FIBERGLASS PLANTER

GUARDRAIL BEYOND

- GC ALTERNATE

6" 6"

6"

VARIES

6" 6"

VARIES

PROJECT NO.

DATE:

DRAWING NO.BUILDING NUMBER CHECKED DRAWN

LOCATION

DRAWING

DWG. OF

PROJECT TITLEDRAWING TITLE

FACILITY PROJECT NAME

REVISIONS DATE V

e te ra n s

A ff a ir s

DETAILS - LIVING WALL SYSTEM - GC

ALTERNATE

7/10/2020

693-222

A-504

WILKES-BARRE V.A.

MEDICAL CENTER

PARKING GARAGE

WILKES-BARRE V.A. MEDICAL CENTER

GARAGE

1111 EAST END BLVD, WILKES-BARRE, PA

Checker Author

3" = 1'-0"A-504

3 MESH PLANTING PANEL DETAIL

1" = 1'-0"A-504

4 PLANTER DETAIL - TYP

1/2" = 1'-0"A-504

2 SCREEN DETAIL

1/2" = 1'-0"A-504

5 OVERALL SOUTH ELEVATION

1/2" = 1'-0"A-504

6 SCREEN DETAIL

1" = 1'-0"A-504

7 PLANTER DETAIL AT FACADE RECESS

1/2" = 1'-0"A-504

1 LARGE SCALE ELEVATION - WEST

2"

9"

2"

2'

0"

2"

9"

2"

5'

3'

2"

EQ

2"

EQ

2"

6' - 0"

W1

A-601

A-601

A-601

A-601

A-601

A-601

8'

6'

2"

1'

2"

5'

2"

1'

2"

2"

EQ

2"

EQ

2"

3' - 8"

W2

A-601

A-601

A-601

2"

SEE DOOR SCHEDULE

2"

1' - 6"

2"

8' - 0"

8'

S E

E D

O O

R S

C H

E D

U

LE

H2

A-601

A-601

A-601

2" 2"

2"

PREFORMED

METAL DRIP

PLATE - ADHERED

TO LINTEL

FLASHING MATERIAL

SHIM w/ BACKER ROD &

SEALANT - TYP BOTH SIDES

ALUM WINDOW SYSTEM1/2" 4 1/2"

2" PRE-CAST SPANDREL CONTRETE

STAMPED PRECAST CONCRETE

7 1/2" 1/2" 11"

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

2"

SHIM w/ BACKER

ROD & SEALANT -

TYP BOTH SIDES

ALUM

WINDOW

SYSTEM

STAMPED

PRECAST

CONCRETE

AIR SPACE

1/ 2"

LINE OF PRECAST

BEYOND

PRECAST SPANDREL

CONCRETE

7 1/2" 1/2" 11"

1 15/16" 1 9/16"

8 3/4"

/8

SEALANT AROUND

BOTH SIDES - TYP

GROUT FILL

DOOR SIDE

GLAZING

(WHERE OCCURS)

APPLIED STOP

(WHERE OCCURS)

STAMPED PRECAST

CONCRETE WALL

SEE STRUCTURAL PLANS

/4

5/8" 2"

/1

/4

/1

DOOR SIDE

SEALANT AROUND

BOTH SIDES (TYP)

GROUT FILL

APPLIED STOP

(WHERE OCCURS)

GLAZING

(WHERE OCCURS)

S E

E S

T R

U C

T U

R A

L P

LA

N

S

FRAME ANCHOR

FINISHED FLOOR

LINE OF PRECAST

WALL BEYOND

HM FRAME

8 3/4" 1"

LINE OF PRECAST

BEYOND

HM DOOR

METAL THRESHOLD

SET IN A BED OF

SEALANT

11"

ALUM WINDOW SYSTEM

SHIM w/ BACKER ROD &

SEALANT - TYP BOTH SIDES

1/ 2"

1/

2"

2"

1/

2" 1/

2"

STAMPED PRECAST CONCRETE

AIR SPACE

PRECAST SPANDREL CONCRETE

PREFORMED

METAL DRIP

PLATE - ADHERED

TO LINTEL

FLASHING MATERIAL

SHIM w/ BACKER ROD &

SEALANT - TYP BOTH SIDES

ALUM WINDOW SYSTEM

1/2"

4 1/2"

1/2"

2" PRECAST SPANDREL CONCRETE

STAMPED, PRECAST CONCRETE

LINE OF PRECAST BEYOND

2" 5 1/2" 1/2" 11"

ALUM WINDOW SYSTEM

SHIM w/ BACKER ROD &

SEALANT - TYP BOTH SIDES

2" 1/ 2"

1/

2"

1/ 2"

2"

1/

2" 1/

2"

LINE OF SILL BELOW

STAMPED PRECAST CONCRETE

AIR SPACE

PRECAST SPANDREL CONCRETE

2"

1/2"

4 1/2"

1/2"

2"

SHIM w/ BACKER

ROD & SEALANT -

TYP BOTH SIDES

ALUM

WINDOW

SYSTEM

STAMPED

PRECAST

CONCRETE

AIR SPACE

PRECAST

SPANDREL

CONCRETE

LINE OF

PRECAST

BEYOND

2" 5 1/2" 1/2" 11"

2"

SCHEDULE

SEE DOOR

2"

2"

S E

E D

O O

R S

C H

E D

U

LE

A-601

A-601

A-601

A-601

H3

2"

3' - 0"

2"

SEE DOOR SCHEDULE

2"

3' - 6"

2"

SEE DOOR SCHEDULE

2"

3' - 0"

2"

22' - 6"

8'

S E

E D

O O

R S

C H

E D

U

LE

S E

E D

O O

R S

C H

E D

U

LE

A-601

A-601

A-601

2" 2"

2"

2" 1' - 6"

2"

SEE DOOR SCHEDULE

2"

8'

S E

E D

O O

R S

C H

E D

U

LE

8' - 0"

H4

A-601

A-601

A-601

2" 2"

2"

PREFORMED

METAL DRIP

PLATE - ADHERED

TO PRECAST

SHIM w/ BACKER ROD &

SEALANT - TYP BOTH SIDES

ALUM WINDOW SYSTEM2" 4 1/2"

2" PRECAST CONTRETE

STAMPED PRECAST CONCRETE

11"

ALUM WINDOW SYSTEM

SHIM w/ BACKER ROD &

SEALANT - TYP BOTH SIDES

2"

1/ 2"

2"

PRECAST CONCRETE

2" 4 1/2"

2"

SHIM w/ BACKER

ROD & SEALANT -

TYP BOTH SIDES

ALUM

WINDOW

SYSTEM

LINE OF PRECAST

BEYOND

PRECAST

CONCRETE

11"

FINISH FLOOR

ELEVATION

F

D O O R T Y P E S

* - RECOMMENDED MOUNTING HEIGHT FROM FINISHED FLOOR TO CENTER LINE OF FIRE EXIT DEVICE

** - COORDINATE WITH DOOR MANUFACTURE REQUIREMENTS

FG

3'

EXIT DEVICE

WHERE

OCCURS

/4

1 15/16" 1 9/16"

8 3/4"

/8

SEALANT AROUND

BOTH SIDES - TYP

GROUT FILL

DOOR SIDE

CMU WALL

SEE STRUCTURAL PLANS

SEALANT AROUND

BOTH SIDES - TYP

DOOR SIDE

STAMPED PRECAST

CONCRETE WALL

SEE STRUCTURAL PLANS

SHIM w/ BACKER ROD &

SEALANT - TYP BOTH SIDES

ALUM DOOR FRAME

8 3/4"

DOOR SIDE

ALUM DOOR FRAME

SHIM w/ BACKER ROD &

SEALANT - TYP BOTH SIDES

PRECAST CONCRETE

3/

4" FINISHED FLOOR

LINE OF PRECAST

WALL BEYOND

ALUM FRAME

8 3/4" 1"

LINE OF PRECAST

BEYOND

ALUMM DOOR FRAME

METAL THRESHOLD

SET IN A BED OF

SEALANT

11"

PROJECT NO.

DATE:

DRAWING NO.BUILDING NUMBER CHECKED DRAWN

LOCATION

DRAWING

DWG. OF

PROJECT TITLEDRAWING TITLE

FACILITY PROJECT NAME

REVISIONS DATE V

e te ra n s

A ff a ir s

ALUMINIUM STOREFRONT, HOLLOW METAL

FRAME ELEVATIONS & DETAILS, DOOR

SCHEDULE AND ROOM FINISH SCHEDULE

7/10/2020

693-222

A-601

WILKES-BARRE V.A.

MEDICAL CENTER

PARKING GARAGE

WILKES-BARRE V.A. MEDICAL CENTER

GARAGE

1111 EAST END BLVD, WILKES-BARRE, PA

Checker Author

HOLLOW METAL FRAME ELEVATIONS AND DETAILS

ALUMINUM STOREFRONT ELEVATIONS AND DETAILS

1 1/2" = 1'-0"A-601

1 ALUM EXTERIOR HEAD - PRECAST

1 1/2" = 1'-0"A-601

3 ALUM EXTERIOR SILL - PRECAST

1 1/2" = 1'-0"A-601

10 HM EXTERIOR HEAD

1 1/2" = 1'-0"A-601

11 HM EXTERIOR JAMB

1 1/2" = 1'-0"A-601

12 HM EXTERIOR SILL

1 1/2" = 1'-0"A-601

2 ALUM EXTERIOR JAMB - PRECAST

1 1/2" = 1'-0"A-601

4 ALUM EXTERIOR HEAD - PRECAST RECESS

1 1/2" = 1'-0"A-601

5 ALUM EXTERIOR JAMB - PRECAST RECESS

1 1/2" = 1'-0"A-601

6 ALUM EXTERIOR SILL - PRECAST RECESS

1 1/2" = 1'-0"A-601

7 ALUM EXTERIOR HEAD - PRECAST

1 1/2" = 1'-0"A-601

8 ALUM EXTERIOR JAMB - PRECAST

1 1/2" = 1'-0"A-601

9 ALUM EXTERIOR SILL - PRECAST

DOOR SCHEDULE

OPENING

NUMBER

DOOR &

FRAME

U.L.

RATING

DOOR FRAME

GLAZING

TYPE

HARDWARE

SET

SPECIAL

DETAIL REMARKS

DOOR

TYPE

DOOR

MATERIA

L

DIMENSIONS

FRAME

TYPE

FRAME

MATERIAL

DETAILS

WIDTH

HEIGHT Thickness HEAD JAMB SILLLEAF 1 LEAF 2

002 F HM 3' - 0" 7' - 0" 1 3/4" H1 HM 13/A-601 11/A-601 12/A-601

003 F HM 3' - 0" 7' - 0" 1 3/4" H1 HM 13/A-601 11/A-601 12/A-601

004 F HM 3' - 0" 7' - 0" 1 3/4" H1 HM 13/A-601 11/A-601 12/A-601

102 F HM 4' - 0" 7' - 0" 1 3/4" H1 HM 10/A-601 11/A-601 12/A-601

301 A FG ALUM 3' - 0" 3' - 0" 7' - 0" 1 3/4" H4 ALUM 10/A-601 11/A-601 12/A-601

301 B FG ALUM 3' - 0" 3' - 0" 7' - 0" 1 3/4" H2 ALUM 10/A-601 11/A-601 12/A-601

401 A FG ALUM 3' - 0" 3' - 0" 7' - 0" 1 3/4" H3 ALUM 10/A-601 11/A-601 12/A-601

401 B FG ALUM 3' - 0" 3' - 0" 7' - 0" 1 3/4" H3 ALUM 10/A-601 11/A-601 12/A-601

ROOM FINISH SCHEDULE

NUMBER NAME FLOOR BASE

WALLS CEILING

FINISH REMARKSWALL FINISH

002 ELECTRICAL ROOM CONCRETE WITH SEALER NONE NONE EXP

003 UTILITY ROOM CONCRETE WITH SEALER NONE NONE EXP

004 STORAGE CONCRETE WITH SEALER NONE NONE EXP

101 GROUND TIER VESTIBULE VCT RBR PNT ACT

102 ELEVATOR MACHINE ROOM CONCRETE WITH SEALER NONE NONE EXP

201 SECOND TIER VESTIBULE VCT RBR PNT ACT

301 THIRD TIER VESTIBULE VCT RBR PNT ACT

401 FOURTH TIER VESTIBULE VCT RBR PNT ACT

1 1/2" = 1'-0"A-601

13 HM EXTERIOR HEAD

ALUMINUM FRAME ELEVATIONS AND DETAILS

1 1/2" = 1'-0"A-601

14 ALUMINUM EXTERIOR HEAD

1 1/2" = 1'-0"A-601

15 ALUMINUM EXTERIOR JAMB

1 1/2" = 1'-0"A-601

16 ALUMINUM EXTERIOR SILL