S02-Drawings - VA Louisville Replace Roofs Bldgs 8 and 21 - CD - 210720 - compressed.pdf

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

XX

X

1/A101

X

A101

XX

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

X

E 1 0th

S t.

E. M arke t S t.

S pring S t.

M ockingbird

V alley R d.

Z orn A ve.River R d.

B lanke nba ker L n.

D

r. M

.L .K

Jr. E xp y

Frankfort Ave.

Brownsboro R d.

C henow eth Ln.

W estport R d.

E. Main St.

Story Ave.

E. Broadway

Shelbyville Rd.

B axte r A ve.

VAMC

800 Zorn Ave.

Ohio R ive r

Kosair Children's Hospital

Cave Hill Cemetery

Thurm an

Hutc hin

P ark

ST

A

T E O F F L O R

ID

A

RE

G

IS

T E R E D A R C H

IT

EC

T

ROGE

R A R E P

ST

IEN

A R

VA Project No.

RDC/JPA Project No.

Department of Veterans Affairs Medical Center

ARCHITECTURE PLANNING INTERIOR DESIGN

524 FERNWOOD AVENUE

ALTAMONTE SPRINGS, FLORIDA 32701

407.830.6522 P

937.461.0260 F

RDC / JOHN POE ARCHITECTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

SD SCHEMATIC DESIGN 03/12/2121

DD DESIGN DEVELOPMENT 05/07/2121

/2

/2

:1

:1

P

M

Replace Roofs Bldgs 8 and 21

07.01.2021

COVER SHEET

G001

TWMD

603-20-302

Louisville, KY

Replace Roofs Bldgs 8 and 21

800 Zorn Avenue Louisville, KY 40206 PROJECT #: 603-20-302

CONSTRUCTION

DOCUMENTS

21002.00

G001 COVER SHEET

A101 ROOF PLANS

A102 WIND LOAD PLAN

A201 ROOF DETAILS

A202 ROOF DETAILS

A301 EXISTING IMAGES

GENERAL CONSTRUCTION NOTES

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO

ORDERING, FABRICATING OR INSTALLING NEW MATERIALS.

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO BE INSTALLED AS

PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE SPECIAL PROVISIONS TO INSTALL

EQUIPMENT THAT IS TOO LARGE TO FIT THROUGH FINISHED OPENINGS.

8. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS SPECIFICALLY NOTED

OTHERWISE. IF NO FINISH IS INDICATED AT A PARTICULAR SURFACE, CONTRACTOR SHALL

PROVIDE FINISH(S) AS INDICATED AT SIMILAR CONDITIONS.

9. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL SYSTEMS WHICH COMPLY

WITH STATED CODES AND REGULATIONS. WHERE THE OMISSION OF A PART OR ELEMENT OF A

SYSTEM WOULD RESULT IN THE NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM,

CONTRACTOR SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.

10. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE OR FIRE RATED WALLS SHALL BE

SMOKE/FIRE STOPPED AS REQUIRED BY THE RATING OF THE WALL.

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE CONTRACTING OFFICER'S

REPRESENTATIVE (C.O.R.).

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE, INTERNATIONAL BUILDING CODE, AND OTHER COES AS IDENTIFIED IN VHA PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND EXECUTIVE ORDERS WHICH CAN BE FOUND ON THE DEPARTMENT OF

VETERAN AFFAIRS, TECHNICAL INFORMATION LIBRRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST ARCHITECTURAL BARRIERS

ACT ACCESSIBILITY STANDARD (ABAAS) AND DEPARTMENT OF VETERANS AFFAIRS BARRIER

FREE DESIGN GUIDE PG-18-13 WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERANS

AFFAIRS TECHNICAL INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT EXISTING

CONDITIONS PRIOR TO BIDDING. SITE VISITS TO BE COORDINATED WITH THE CONTRACTING

OFFICER'S REPRESENTATIVE.

4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO MATCH ADJACENT EXISTING

SURFACES, ANY EXISTING MATERIALS TO REMAIN THAT ARE DAMAGED DURING THE COURSE OF

DEMOLITION OR NEW WORK.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF NEW WORK,

CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO REMAIN OR PROVIDE NEW

CONSTRUCTION TO MATCH EXISTING ADJACENT SURFACES TO REMAIN.

DRAWING INDEX

GRAPHIC SYMBOLS

N.T.S.Scale:

VICINITY MAP

Revisions Date

7.387.38

7.387.38

A201

A201

A201

A201

A201

A201

A201

A201

A201

A201

A201

A201

A201

HIGH

A201

LOW

A201

A201

HIGH

LOW

7.387.38

Slope 1/4" : 1'-0" Min.

Slope 1/4" : 1'-0" Min.

Slope 1/4" : 1'-0" Min.

7.087.08

7.07

7.057.05

7.07

7.05

7.077.07

7.05

7.057.05

7.06

5.10

5.10 5.19

A202

A202

A202

TYP.

TYP.

7.387.38

7.57

7.57

7.57

7.57

7.57

7.57

7.57

7.577.39 7.58

7.40

7.40

7.40

7.40

7.57

A202

7.397.39

7.40

7.407.40

7.39

5.10

7.06

7.58

A202

2.172.17

5.17

2.072.07

2.072.07

2.51 2.51

2.51

2.082.08

2.55

2.55

2.08

2.082.08

2.08

2.082.09 2.09

2.09 2.09

2.55

2.222.22

54' - 8 5/8" 25' - 3 3/8" 78' - 1 7/8"

158' - 2"

/4

"2.072.07

2.132.13

2.14

2.14

2.132.13

2.14

Typ.

2.05

Typ.

2.05 Typ.

2.08

2.16

2.172.17

2.23

2.23

2.062.06

2.062.06

Typ.

Typ.

2.192.19

2.20 2.212.21

A202

DC

A

B

BLDG 21 BLDG 8

ST

A

T E O F F L O R

ID

A

RE

G

IS

T E R E D A R C H

IT

EC

T

ROGE

R A R E P

ST

IEN

A R

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

SD SCHEMATIC DESIGN 03/12/2121

DD DESIGN DEVELOPMENT 05/07/2121

/2

/2

:1

:0

P

M

Replace Roofs Bldgs 8 and 21

07.01.2021

ROOF PLANS

A101

TWMD

603-20-302

Louisville, KY

CONSTRUCTION

DOCUMENTS

21002.00

NOTES

2.05 Existing lightning protection to remain, dismantle and

reassemble as required.

2.06 Existing wide flange structure to remain.

2.07 Remove existing built-up roofing and reglet flashing.

2.08 Existing drain to be removed.

2.09 Existing roof scupper to be removed.

2.13 Remove existing one piece reglet. Reglet receiver to remain.

2.14 Remove two piece reglet counter flashing. Reglet receiver to remain for reuse.

2.16 Existing sump.

2.17 Protect existing raised conduit in place.

2.19 Existing chillers mounted on existing steel platform.

2.20 Existing HVAC unit to remain.

2.21 Existing steel platform structural base.

2.22 Remove existing EPDM roof membrane.

2.23 Remove existing EPDM roof membrane over blocking and face of wall.

2.51 Remove existing capped piping & patch holes.

2.55 Remove existing access ladder and patch mounting holes.

5.10 New flat rung ladder w/ caged fall protection. Cage is at 6' - 9" above the bottom rung.

5.17 New crossover access ladder.

5.19 Hasp lockable security door.

7.05 Install new roof drain in same location of demolished roof drain.

Replace pipe with same size to nearest elbow.

7.06 Prefabricated asphalt plank roof walkway pads.

7.07 Install new roof drain scupper at existing location.

7.08 Replace existing roof drain down to elbow piping. Size to match existing. Verify in field.

7.38 Install new vapor barrier (base sheet), 3 1/2" min.

Polyisocyanurate insulation, 1/4" protection board, roofing membrane base sheet, and roofing membrane cap sheet.

7.39 New copper counterflashing installed in existing receiver.

7.40 Install new 2-piece reglet at bottom of stone cap.

7.57 Remove existing sealant at stone cap joints. Install new sealant and backer rod at all joints.

7.58 Extend roof membrane over blocking. Turn down face of wall.

Scale: 1/8" = 1'-0"1 New Work Roof Plan

Scale: 1/8" = 1'-0"2 Demo Roof Plan

A. Design wind speed (3-second gust): Vult = 120 MPH; (Vasd = 93

MPH)

B. Risk category: IV

C. Wind exposure: C

D. Internal pressure coefficient: enclosed building, GCpi = +/- 0.18

E. Deduct Alternate 1: Delete roof Area D from project scope.

F. Existing lightning protection system to remain. Remove and resinstall in same location as required for removal and installion of roof system.

GENERAL NOTES

Key Plan

Zone 1D (Ultimate Strength Design)

10 SF 50 SF 100 SF

16.0 / -52.6 16.0 / -44.6 16.0 / -41.1

Zone 1D (Allowable Stress Design)

10 SF 50 SF 100 SF

9.6 / -31.6 9.6 / -26.8 9.6 / -24.7

Zone 2D (Ultimate Strength Design)

10 SF 50 SF 100 SF

16.0 / -69.4 16.0 / -59.1 16.0 / -54.6

Zone 2D (Allowable Stress Design)

10 SF 50 SF 100 SF

9.6 / -41.6 9.6 / -35.5 9.6 / -32.8

Zone 3D (Ultimate Strength Design)

10 SF 50 SF 100 SF

16.0 / -94.6 16.0 / -73.9 16.0 / -64.9

Zone 3D (Allowable Stress Design)

10 SF 50 SF 100 SF

9.6 / -56.8 9.6 / -44.3 9.6 / -38.9

3D

3D

3D

3D

2D

1D

3C

3C

3C

3C

Zone 1C (Ultimate Strength Design)

10 SF 50 SF 100 SF

16.0 / -51.3 16.0 / -43.4 16.0 / -40.0

Zone 1C (Allowable Stress Design)

10 SF 50 SF 100 SF

9.6 / -30.8 9.6 / -26.0 9.6 / -24.0

Zone 2C (Ultimate Strength Design)

10 SF 50 SF 100 SF

16.0 / -67.6 16.0 / -57.5 16.0 / -53.2

Zone 2C (Allowable Stress Design)

10 SF 50 SF 100 SF

9.6 / -40.6 9.6 / -34.5 9.6 / -31.9

Zone 3C (Ultimate Strength Design)

10 SF 50 SF 100 SF

16.0 / -92.1 16.0 / -72.0 16.0 / -63.2

Zone 3C (Allowable Stress Design)

10 SF 50 SF 100 SF

9.6 / -55.3 9.6 / -43.2 9.6 / -37.9

1C 2C

2A3A 3A

2B3B 3B

Zone 2B (Ultimate Strength Design)

10 SF 50 SF 100 SF

16.0 / -76.6 16.0 / -65.2 16.0 / -60.2

Zone 2B (Allowable Stress Design)

10 SF 50 SF 100 SF

9.6 / -46.0 9.6 / -39.1 9.6 / -36.1

Zone 3B (Ultimate Strength Design)

10 SF 50 SF 100 SF

16.0 / -104.4 16.0 / -81.5 16.0 / -71.7

Zone 3B (Allowable Stress Design)

10 SF 50 SF 100 SF

9.6 / -62.6 9.6 / -48.9 9.6 / -43.0

Zone 3A (Ultimate Strength Design)

10 SF 50 SF 100 SF

16.0 / -112.0 16.0 / -87.5 16.0 / -76.9

Zone 3A (Allowable Stress Design)

10 SF 50 SF 100 SF

9.6 / -67.2 9.6 / -52.5 9.6 / -46.1

Zone 2A (Ultimate Strength Design)

10 SF 50 SF 100 SF

16.0 / -82.2 16.0 / -69.9 16.0 / -64.6

Zone 2A (Allowable Stress Design)

10 SF 50 SF 100 SF

9.6 / -49.3 9.6 / -41.9 9.6 / -38.8

ROOF D ROOF C

R O

O F

A

A2021

A202

ST

A

T E O F F L O R

ID

A

RE

G

IS

T E R E D A R C H

IT

EC

T

ROGE

R A R E P

ST

IEN

A R

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

SD SCHEMATIC DESIGN 03/12/2121

DD DESIGN DEVELOPMENT 05/07/2121

/2

/2

:1

:0

P

M

Replace Roofs Bldgs 8 and 21

07.01.2021

WIND LOAD PLAN

A102

TWMD

603-20-302

Louisville, KY

CONSTRUCTION

DOCUMENTS

21002.00

N Scale: 1/8" = 1'-0"1 New Work Roof Wind Load Plan

NOTES

GENERAL PLAN NOTES

1. Roof replacement wind load - components and cladding Roof Design

Design wind speed (3-second gust): Vult = 120 MPH; (Vasd = 93 MPH) Risk category: IV Wind exposure: C Internal pressure coefficient: enclosed building, GCpi = +/- 0.18

5.31

7.93

6.36

6.27

5.27

5.30

5.29

7.36

7.09

6.09

7.35

7.16

2.11

2.03

5.27

6.09

7.09

7.35

7.36

7.92

7.95

7.94

7.65

5.29

7.96

5.40

5.29

2.04

2.03

2.12

7.16

2.11

6.09

7.09

7.35

7.36

7.95

7.92

7.94

5.29

7.96

5.32

3.32

7.65

2.03

2.12

2.11

7.16

5.26

7.65

5.28

7.29

5.27

6.27

7.91

7.09

6.09

2.11

7.36

7.35

7.16

2.03

5.27

2.11

6.09

7.09

7.36

7.92

7.95

7.94

5.29

7.96

5.32

3.32

7.65

7.16

7.35

6.09

7.09

7.35

7.36

7.60

7.95

7.94

7.65

2.11

7.37

7.65

7.37

2.11

6.09

7.09

7.65

5.35

5.38

7.24

7.91

7.99

2.11

6.09

7.09

7.24

7.91

5.34

5.33

5.35

5.36

7.65

7.65

7.16

2.11

6.09

7.24

7.91

1" Min.

A p p ro x

7.66

5.33

7.09

7.16

7.36

7.35

5.20

5.370

/4

7.09

7.35

7.36

4" Min. Flange

7.24

7.91

7.55

7.541" V.I.F. 1"

6.09

7.162.11

2.11

7.09

6.09

7.50

7.47

7.92

7.91

7.24

7.34

7.98

7.97 7.16

2.11

6.09

7.09

7.24

7.91

7.99

4.30

7.28

ST

A

T E O F F L O R

ID

A

RE

G

IS

T E R E D A R C H

IT

EC

T

ROGE

R A R E P

ST

IEN

A R

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

SD SCHEMATIC DESIGN 03/12/2121

DD DESIGN DEVELOPMENT 05/07/2121

/2

/2

:1

:0

P

M

Replace Roofs Bldgs 8 and 21

07.01.2021

ROOF DETAILS

A201

TWMD

603-20-302

Louisville, KY

CONSTRUCTION

DOCUMENTS

21002.00

Base Flashing at Parapet Wall with Metal Coping

Base Flashing with Sheet Metal Reglet at Wall Supported Deck

Base Flashing with Surface-Mounted Counterflashing at Wall

Embedded Edge Metal Flashing

Base Flashing at Wall

NOTES

2.03 Existing wall to remain.

2.04 Existing sheet-metal reglet to remain.

2.11 Existing roof decking to remain.

2.12 Existing stone coping.

3.32 Concrete fasteners.

4.30 Grout Solid.

5.20 Weatherproof sheet-metal pitch pan, soldered/welded (4" min.

height).

5.26 Aluminum 2 mm. (,078") gravel stop set in compatible roof cement, prime flange before stripping.

5.27 Continuous cleat.

5.28 Fasteners at 3" to 6" O.C., staggered.

5.29 Fasteners at 8" O.C.

5.30 Gasketed fasteners.

5.31 Sheet-metal parapet cap sloped to drain to roof.

5.32 Sheet-metal counterflashing.

5.33 Weatherproof sheet-metal rain collar with soldered/welded joints overlapping penetration pocket with appropriate sealant (E.G. Polyurethane).

5.34 Sheet-metal flashing.

5.35 Drawband.

5.36 Metal liner and insulation.

5.37 4" min. flange, set in compatible roof cement, prime flange before stripping (for factory-applied granule surfacing, the pipe flashing flange and membrane stripping can be installed between the base ply and granule-surfaced sheet).

5.38 Weatherproof sheet-metal rain collar overlapping flashing collar by 3 to 4"

5.40 Copper counterflashing.

6.09 1/4" Protection board.

6.27 Wood blocking.

6.36 Continuous shim.

7.09 3 1/2" thick Polyisocyanurate insulation. Taper as needed to achieve required slope.

7.16 Vapor retarder. Seal all joints and penetratons.

7.24 Compatible roof cement or compatible sealant at

penetration-to-membrane juncture.

7.28 Pourable sealant. Slope away from penetration.

7.29 Roof membrane.

7.34 Deck Clamp

7.35 Field membrane base sheet.

7.36 Field membrane cap sheet.

7.37 Exterior closure flange.

7.47 Clamping ring.

7.50 Drain strainer.

7.54 Top of flashing capped or rolled into pipe approximately 1".

7.55 Plumbing vent stack with soft metal pipe flashing.

7.60 Membrane flashing sheet adhered to backer, mop or

cold-applied (for roof systems with factory applied granule surfacing, the multiple-ply membrane flashing can be installed between the base ply and granule-surfaced sheet).

7.65 Sealant.

7.66 Pourable sealant.

7.91 Modified bitumen membrane stripping sheet - prime flange before stripping.

7.92 Modified bitumen membrane stripping sheet.

7.93 Continuous weatherproof membrane.

7.94 Fiber board cant.

7.95 Backer.

7.96 Seal top of flashing with a compatible vertical grade roof cement and reinforcement.

7.97 Membrane field plies, metal flashing and stripping sheet extend under clamping ring.

7.98 Drain bowl.

7.99 1/4" minimum clearance between flashing collar and support.

GENERAL NOTES

Base Flashing at Overflow Scupper

1. Roof replacement wind load - components and cladding Roof Design

Design wind speed (3-second gust): Vult = 120 MPH; (Vasd = 93 MPH) Risk category: IV Wind exposure: C Internal pressure coefficient: enclosed building, GCpi = +/- 0.18

Equipment Support Stand and Typical Rain Collar

Isolated Stack Flashing - Sheet Metal (Hot or Cold)

Penetration Pocket

Plumbing Vent

Roof Drain

Wide Flange Equipment Support Stand and Pitch Pocket

V .I

.F

/8

A201

A201

5.17

T y p

T y p

2'-1"

T y p

A201

5.10

5.19

6 1/2"

/4

(V

.I .F

T y p

2'-1"

T y p

A201

A201

/4

5.10

/4

(V

.I .F

T y p

2'-1"

T y p

V .I

.F

5.39

5.39

7.657.65

5.10

2.18

2.24

5.41 5.41

V .I

.F

E Q

E Q

E Q

M a x

ST

A

T E O F F L O R

ID

A

RE

G

IS

T E R E D A R C H

IT

EC

T

ROGE

R A R E P

ST

IEN

A R

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

SD SCHEMATIC DESIGN 03/12/2121

DD DESIGN DEVELOPMENT 05/07/2121

/2

/2

:1

:0

P

M

Replace Roofs Bldgs 8 and 21

07.01.2021

ROOF DETAILS

A202

ACMD

603-20-302

Louisville, KY

CONSTRUCTION

DOCUMENTS

21002.00

Scale: 1" = 1'-0"2 Ladder Parapet Detail

Scale: 1/2" = 1'-0"4 Ladder Section

NOTES

2.18 Concrete structural foundation. See A301 Existing Image #1.

2.24 Existing door to remain.

5.10 New flat rung ladder w/ caged fall protection. Cage is at 6' - 9" above the bottom rung.

5.17 New crossover access ladder.

5.19 Hasp lockable security door.

5.39 Attach new ladder to existing platform structural beam.

5.41 New aluminuml stair at door sill. Verify sill height and adjust stair rungs as required. Fasten stair to deck below.

7.65 Sealant.

GENERAL PLAN NOTES

1. Roof replacement wind load - components and cladding Roof Design

Design wind speed (3-second gust): Vult = 120 MPH; (Vasd = 93 MPH) Risk category: IV Wind exposure: C Internal pressure coefficient: enclosed building, GCpi = +/- 0.18

Scale: 1/2" = 1'-0"5 Ladder Section

Scale: 1/2" = 1'-0"3 Ladder Section

Scale: 1" = 1'-0"1 Stair Detail

A202

ST

A

T E O F F L O R

ID

A

RE

G

IS

T E R E D A R C H

IT

EC

T

ROGE

R A R E P

ST

IEN

A R

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

SD SCHEMATIC DESIGN 03/12/2121

DD DESIGN DEVELOPMENT 05/07/2121

/2

/2

:1

:1

P

M

Replace Roofs Bldgs 8 and 21

07.01.2021

EXISTING IMAGES

A301

ACMD

603-20-302

Louisville, KY

CONSTRUCTION

DOCUMENTS

21002.00

1. 4.2. 3. 5. 6.

7. 8. 9. 10. 11.

14.13.12.

C D

A

B

15.

A. Contractor is responsible to field verify all conditions and dimensions prior to ordering, fabricating or installing new materials.

B. The photos on this sheet have been provided as representative of the conditions on site and are not meant to be exhaustive documentation of all existing conditions. Contractor to field verify all existing conditionns and provide flashings, sealants, terminations, etc. as required for complete roof system.

GENERAL NOTES EXISTING IMAGES