Drawings.pdf

I

E

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

C I

V I

L E

US

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

DESIGN CHIEF

BY

G N

E R

N

AF

A-4.01

CHECKED R. SCHLOSSERDRAWN R. SCHLOSSERDESIGNED R. SCHLOSSER

PIPE GUARD

m m m m

24’’ (610mm) DIAMETER

CONCRETE FOOTING

m m

6’’ (152mm) DIAMETER

SCHEDULE 40 PIPE, HOT

DIP GALVANIZED, PAINTED

OSHA STANDARD YELLOW,

CONCRETE FILLED

SCALE

0 6IN 1FT

EL. 100’-0"

EL. 100’-4"

BOTTOM/TUBE SECTION

EL. 106’-6"

TOP/TUBE SECTION

EL. 95’-2"

BOTTOM/CAISSON

3" CLEAR

76mm

T

I E

S m m

O

.C m m m m m m

A4.01

A4.01

SCREENWALL SECTION SCALE

0 1FT 2FT

m m m m

CENTER TUBE SECTION

& STOREFRONT FRAMING

ON VERTICAL TS6x4

PERFORATED ALUMINUM

SCREEN WITH ANODIZED

FINISH GLAZED INTO

STOREFRONT FRAMING

SYSTEM WITH ANODIZED

FINISH, TYPICAL - PROVIDE

þÿ�B�A�C�K�E�R� �R�O�D� �&�

SEALANT JOINT ALL AROUND

EACH SIDE, TYPICAL

A4.01 þÿ�

13mm þÿ�H�O�T� �D�I�P� �G�A�L�V�A

CONTINUOUS WELDED ALL AROUND

TO VERTICAL POSTS - PAINT TO

MATCH GLIDDEN 79-63

þÿ�T�S�5�x�2�x ��"� � �

VERTICAL TS6x4

CENTER TUBE SECTION

& STOREFRONT FRAMING

ON VERTICAL TS6x4 þÿ�B�A�C�K�E�R� �R�O�D�

01 SEALANT JOINT ALL

AROUND, TYPICAL

þÿ�B�A�C�K�E�R� �R�O�D�

01 SEALANT JOINT ALL

AROUND, TYPICAL

TS6x4 POST BEYOND

DRILLED CAISSON - SLOPE

TOP AWAY FROM TUBE

ALL AROUND

SECTION DETAIL

SECTION DETAIL

þÿ�T�S�6�x�4�x ��"� þÿ�B�A�C�K�E�R� �R�O�D�

01 SEALANT JOINT ALL

AROUND, TYPICAL

þÿ�T�S�5�x�2�x ��

CENTER STOREFRONT

FRAMING ON VERTICAL

TS6x4

PLAN DETAIL

DETAIL SCALE

0 3FT1 2

0709SCALE

0 1FT 2FT

SCALE

0 1FT 2FT

A4.01

PERFORATED ALUMINUM

SCREEN WITH ANODIZED

FINISH GLAZED INTO

STOREFRONT FRAMING

SYSTEM WITH ANODIZED

FINISH, TYPICAL - PROVIDE

þÿ�B�A�C�K�E�R� �R�O�D� �&�

SEALANT JOINT ALL AROUND

EACH SIDE, TYPICAL

PERFORATED ALUMINUM

SCREEN WITH ANODIZED

FINISH GLAZED INTO

STOREFRONT FRAMING

SYSTEM WITH ANODIZED

FINISH, TYPICAL - PROVIDE

þÿ�B�A�C�K�E�R� �R�O�D� �&�

SEALANT JOINT ALL AROUND

EACH SIDE, TYPICAL

A4.01

EXISTING BRICK

WALL OF BUILDING

EXISTING BRICK

WALL OF BUILDING

m m m m m m

SECTIONSECTION

SCREEN WALL SCREEN WALL

A4.01

A4.01

1 ’-6" x 1’-6" x 4’-6" DRILLED

CAISSON WITH 8 - #5 VERTICALS-

SLOPE TOP AWAY FROM TUBE-

CAISSON TO BE CAST AGAINST

UNDISTURBED SOIL

TOP OF EXISTING SLAB

SCREEN WALL

ELEVATION ELEVATION

SCREEN WALL

SCALE

0 6FT2 4

SCALE

0 6FT2 4

9’-0"

2743mm

4"

102mm

9’-0"

2743mm

19’-6"

5944mm m m

6"

152mm

4"

102mm

4"

102mm

STEEL FRAME

PERFORATED

ALUMINUM SCREEN

WITH ANODIZED

FINISH GLAZED

INTO STOREFRONT

FRAMING SYSTEM.

6"

152mm

4"

102mm m m

EQUAL EQUALEQUALEQUALEQUAL

6"

152mm

4"

102mm þÿ�3�1�’

9684mm

PERFORATED ALUMINUM SCREEN

WITH ANODIZED FINISH GLAZED

INTO STOREFRONT FRAMING SYSTEM.

STEEL

FRAME

A4.01

A4.01

0 6FT2 4

2’-6" CLEAR

WELD CHAIN

TO RAIL

SHOP RADIUS WELD LINK OF CHAIN TO RAIL

HARNESS SNAP SWIVEL

REPAIR LINK

þÿ ��"� �G�A�L

CHAIN

M A

X

M A

X

M

A X

S

P A

C I N

G B

T W

R

U N

G S þÿ�1

GA.

þÿ

R U

N G

S

M

IN

1’-4" MIN. CLEAR

þÿ�2���"�x &

BAR STRINGERS

BRACKETS @

4’-0" O.C. MAX.

DETAIL "A" LINE

B

B

FIELD PLUG

WELD AFTER

ERECTION

þÿ þÿ

WELD NEATLY

DETAIL "A"

SECTION B-B

EQ.

8" +

7" MIN.

þÿ �1 þÿ þÿ

G A þÿ�}�"� � þÿ �"� � � � �E þÿ�L�6�X

(SHOP BOLTED)

CL

SHOP RADIUS

10DETAIL

DETAIL OF LADDER

DETAIL

TYPICAL DETAIL AT MECHANICAL PLATFORM

DETAIL

TYPICAL DETAIL AT MECHANICAL PLATFORM

EXISTING BAR GRATING

EXISTING W14

þÿ�T�S� �1� þÿ�T�S� �6�x�

EXISTING W10 FLOOR BEAM,

REMOVE (2) C4 CHANNELS

þÿ þÿ

TYPICAL AT

ALL W10’S

EXISTING W14

þÿ�(�2�)� �L�6 m m

6"

152mm þÿ�

13mm þÿ m m þÿ�

13mm þÿ þÿ þÿ �1 m m þÿ þÿ þÿ�S�T�E�E�L� �P�L�A�T� þÿ�}�"� �S�H�O�R�T� �V�E þÿ�A�N�D� �4���"� �C�L� þÿ�T�S� �6�x�4

STEEL PLATE 1/2x5x8 WITH þÿ�}�D�I�A�.� �H�O�L�

CLIPPED CORNER

þÿ�(�2�)� �L� �3���x�2���x þÿ�1� �E�.�S�.� �W�I�T�H� þÿ�F�O�R� ���"� �D�I�A þÿ�(�2�)� �L� �3���x�2���x þÿ�1� �E�.�S�.� �W�I�T�H� �}�"� �

DIA. A325 BOLT. FIELD LOCATE

AFTER WELDING TOP ANGLES

AND LOOSELY ATTACHING POST

TO ALIGN POST VERTICAL

þÿ�T�S� �1�0�x�6�x�‘� �M

BUTT WELD CONTINUOUS AT

CORNERS. BUTT WELD AT

þÿ�S�P�L�I�C�E� �A�N�D�

END PLATES

PROVDE WEEPS AT BASE OF

STOREFRONT SYSTEM

- TYPICAL

PROVDE WEEPS AT BASE OF

STOREFRONT SYSTEM

- TYPICAL

NOTE:

PROVIDE DIELECTRIC SEPARATION

BETWEEN ALUMINUM AND

GALVANIZED STEEL - TYPICAL

DOMED CONCRETE FILL

þÿ���"� �E�X�P�A�N�S�I�O�N� �

PIPE AT CONCRETE PAVING

PROVIDE WEEP HOLES AT

STOREFRONT SYSTEM BASE

m m

SLOPE FINISH PAVING

OR CURB AWAY FROM PIPE

TYP

TYP

þÿ�T�S� �

REFER DET 13/A4.01

FOR CONNECTION OF

POST TO SUPPORT TUBE

A4.01

A4.01

| OF RUNG AND

TOP OF PLATFORM

PLATFORM

þÿ�‘�"�P þÿ�S�T�E�E�L� �P�L�

LOCATE AT | OF W10 FLANGE

TYPICAL AT ALL W10’S

HOT DIP GALVANIZED

þÿ�T�S�6�x�2�x ��"� �

CENTERED ON & WELDED

ALL AROUND TO VERTICAL

POSTS EACH END, EXTEND

PAST VERTICAL POST MITER

AND WELD CORNERS,

HOT DIP GALVANIZED

þÿ�T�S�4�x�6�x ��"

POST

HOT DIP GALVANIZED

þÿ�T�S�6�x�2�x ��"� �

WELDED ALL AROUND

TO VERTICAL POSTS.

HOT DIP GALVANIZED

þÿ�T�S�6�x�2�x ��"� �

WELDED ALL AROUND

TO VERTICAL POSTS.

HOT DIP GALVANIZED

þÿ�T�S�4�x�6�x ��"

POST.

HOT DIP GALVANIZED

þÿ�T�S�6�x�2�x ��"� �

CENTERED ON & WELDED

ALL AROUND TO VERTICAL

POSTS EACH END, EXTEND

PAST VERTICAL POST MITER

AND WELD CORNERS.

þÿ�H�O�T� �D�I�P� �G�A�L�V�A þÿ�W�I�T�H� �4� �-� &�"� � �

LONG HEADED STUDS 8" FROM

END - EXTEND TUBE 2’-0" INTO

CONCRETE.

þÿ�H�O�T� �D�I�P� �G�A�L�V�A

CONTINUOUS CENTERED ON &

WELDED ALL AROUND TO VERTICAL

POSTS EACH END.

NOTE: REPAIR WELD & ABRADED

AREAS OF GALVANIZED PIECES

WITH COLD GALVANIZING COMPOUND.

HOT DIP GALVANIZED

þÿ�T�S�6�x�2�x ��"� �

WELDED ALL AROUND

TO VERTICAL POSTS.

CLEAN AND PAINT ALL

EXISTING STEEL BEAMS

AND STRUCTURE AT

MECHANICAL PLATFORM

CLEAN AND PAINT ALL

EXISTING STEEL BEAMS

AND STRUCTURE AT

MECHANICAL PLATFORM

CLEAN AND PAINT

EXISTING STEEL

COLUMNS

m m

DATE: JUN 2009

MAINTAIN, REPAIR EXTERIOR AND

WINDOWS - HISTORY FACILITY 20056

PROJECT NUMBER ZHTV 04-0216

DETAILS

E

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

C I

V I

L E

US

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

N

E R

CHECKED R. SCHLOSSERDRAWN R. SCHLOSSERDESIGNED R. SCHLOSSER

O

R

T

H

01 01 01 01

A7.02

01 01

SIMILAR

T

R E

A D

S A

T m m

12’’ 12’’

305mm 305mm3556mm

12’’

305mm m m m m m m

E Q

U A

L E

Q U

A L

TYPICAL

m m m m m m

LANDING

EL. 96’-0’’

29261 mm

LANDING

þÿ�E�L�.� � �9

29496 mm

LANDING

þÿ�E�L�.� � �9�

29909 mm

EXISTING PEDESTRIAN WALKWAY

ELEVATION CALLED 100’-0’’

30480 mm

EJ

EJ

R A

M P

D O

W N

RAMP DOWN

RAMP DOWN

m m

A7.02

A7.02

EQUAL EQUAL

EJ

EJ

A7.03

05TYP

TYP

| POSTS, TYPICAL

A7.02

1’-1’’

330mm

EQUAL ’A’ EQUAL ’A’ EQUAL ’A’ EQUAL ’A’EQUAL ’B’

þÿ�1�’�

447mm

2981mm þÿ�\� �9�

EQUAL ’C’ EQUAL ’C’ EQUAL ’C’ EQUAL ’C’

EQUAL ’C’ EQUAL ’C’ EQUAL ’C’ EQUAL ’C’

A7.02

A7.02

1591mm þÿ�\� �5� m m

9"

229mm m m

7782mm

1’-0"

305mm

1’-0"

305mm2210mm

1’-0"

305mm þÿ�\� �2�5

A7.03

A7.03 m m m m

\ 1 1 ’-8’’ m m

A7.03

A7.03

\ 7’-3"

3658mm 7163mm 2718mm

\ 12’-0" \ 23’-6" \ 8’-11" m m

1143mm

\ 3’-9"

TYPICAL

ENLARGED PLAN

PEDESTRIAN WALKWAY

ACCESS STAIR/RAMP

PEDESTRIAN WALKWAY

TYPICAL BAY

ENLARGED ELEVATION

DRAWING NOTES

01.

02. LIGHT FIXTURE - REFER ELECTRICAL DRAWINGS.

03. LANDSCAPED/PARKING AREA - NOT IN CONTRACT.

04. PROVIDE POST BRACKET FOR HANDRAIL SUPPORT AT EACH POST,

TYPICAL.

05. PROVIDE POST BRACKET PLUS EXTENSIONS FOR HANDRAIL SUPPORT AT

EACH POST, TYPICAL.

06. EXTEND HANDRAIL MINIMUM 12’’ HORIZONTALLY PAST END OF RAMP &

RETURN & ANCHOR TO BRICK PIER.

07. HANDRAIL AT 2’-10’’ ABOVE LEVEL & FOLLOWING SLOPE OF RAMP.

08.

09.

10. NEW STAINLESS STEEL GRATING.

GENERAL NOTES

01.

02.

EXTEND HANDRAIL MINIMUM 12’’ HORIZONTALLY PAST END OF RAMP &

RETURN & ANCHOR TO CONCRETE WALL.

PROVIDE WALL BRACKET EXPANSION ANCHORED TO CONCRETE WALL &

CENTERED ON POSTS FOR SUPPORT OF HANDRAIL BRACKET.

NOT USED.

NOT USED.

MAINTAIN, REPAIR EXTERIOR AND

WINDOWS - HISTORY FACILITY 20056

PROJECT NUMBER ZHTV 04-0216

WALKWAY ENLARGED PLAN/ELEVATION

A-7.01

DATE: JUN 2009

SCALE

0 6FT2 4

þÿ�D�R�A�W�I�N�G� �S�C

ALIGN RAILING POST WITH BRICK SURFACE OF BUILDING.

KEY PLAN

E

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

C I

V I

L E

US

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

N

E R

DRAWN R. SCHLOSSER

0 12FT4 8

1 1 34 4 5 6 7 8 11

14 15 16 17 18 19 20

DRAWING NOTES

12. RELOCATE EXISTING 30 X 30 FAN, GUARD AND BACKDRAFT DAMPER

14. RELOCATE EXISTING 30 X 30 FAN, GUARD AND BACKDRAFT DAMPER

17. RELOCATE EXISTING 30 X 30 FAN, GUARD AND BACKDRAFT DAMPER

19. RELOCATE EXISTING 34 X 34 FAN, GUARD AND BACKDRAFT DAMPER

21. EXISTING WALL HYDRANT TO REMAIN.

3. WATER MOTOR ALARM AND DRAIN TO REMAIN.

INTO BUILDING TO FIT BEHIND NEW LOUVER. PROVIDE DUCT TRANSITION

BETWEEN FAN AND LOUVER.

INTO BUILDING TO FIT BEHIND NEW LOUVER. PROVIDE DUCT TRANSITION

BETWEEN FAN AND LOUVER.

BETWEEN FAN AND LOUVER.

INTO BUILDING TO FIT BEHIND NEW LOUVER. PROVIDE DUCT TRANSITION

INTO BUILDING TO FIT BEHIND NEW LOUVER. PROVIDE DUCT TRANSITION

BETWEEN FAN AND LOUVER.

1. DISCONNECT 32 X 32 OUTDOOR AIR DUCTWORK FROM EXISTING LOUVER.

REROUTE DUCTWORK TO NEW LOUVER. PROVIDE DUCT TRANSITION TO NEW

LOUVER. INSULATE NEW DUCTWORK. REPLACE INSULATION DAMAGED BY NEW

CONSTRUCTION.

AIR

HANDLING

UNIT

4. DISCONNECT 36 X 32 OUTDOOR AIR DUCTWORK FROM EXISTING LOUVER.

REROUTE DUCTWORK TO NEW LOUVER. PROVIDE DUCT TRANSITION TO NEW

LOUVER. INSULATE NEW DUCTWORK. REPLACE INSULATION DAMAGED BY NEW

CONSTRUCTION.

5. REMOVE NON-FUNCTIONAL 41 X 39 ATTIC VENTILATION DAMPER AND ELECTRIC

OPERATOR FROM EXISTING LOUVER.

AIR

HANDLING

UNIT

AIR

HANDLING

UNIT

6. DISCONNECT 42 X 18 OUTDOOR AIR DUCTWORK FROM EXISTING LOUVER.

REROUTE DUCTWORK TO NEW LOUVER. PROVIDE DUCT TRANSITION TO NEW

LOUVER. INSULATE NEW DUCTWORK. REPLACE INSULATION DAMAGED BY NEW

CONSTRUCTION.

AIR

HANDLING

UNIT

8. DISCONNECT 18 X 18 OUTDOOR AIR DUCTWORK, DAMPER AND PNEUMATIC

OPERATOR FROM EXISTING LOUVER. ROUTE 18x18 DUCTWORK TO NEW LOUVER.

REINSTALL DAMPER AND OPERATOR IN NEW DUCT. INSULATE NEW DUCTWORK.

REPLACE INSULATION DAMAGED BY NEW CONTRUCTION.

þÿ�9�.� � �1���"� �S�P�R�I�N�K�L�E�

10. DISCONNECT 42 X 36 OUTDOOR AIR DUCTWORK FROM EXISTING LOUVER.

ROUTE DUCTWORK TO NEW PLENUM. INSULATE NEW DUCTWORK. REPLACE

INSULATION DAMAGED BY NEW CONSTRUCTION.

22. NEW SHEETMETAL INSULATED PLENUM BEHIND NEW LOUVERS .

13. REMOVE 10 X 10 BACKDRAFT DAMPER, GUARD AND PROP FAN.

23. 1" SPRINKLER TEST CONNECTION PIPE TO REMAIN.

15. REMOVE 10 X 10 BACKDRAFT DAMPER, GUARD AND PROP FAN.

18. REMOVE 10 X 10 BACKDRAFT DAMPER, GUARD AND PROP FAN.

20. REMOVE 10 X 10 BACKDRAFT DAMPER, GUARD AND PROP FAN.

J. PROVIDE INSULATED SHEETMETAL PLENUM BEHIND UNUSED PORTION

OF LOUVERS. REFER TO ARCHITECTURAL DRAWINGS FOR QUANTITY SIZE

AND LOCATIONS OF LOUVERS.

GENERAL NOTES

GENERAL NOTES

F. REFER TO ASHRAE REFRIGERATION STANDARDS FOR INSTALLATION OF

A. REFER TO ARCHITECTURAL ELEVATIONS FOR FURTHER CLARITY OF

WORK INCLUDING NEW AND EXISTING SIZE AND LOCATIONS OF LOUVERS,

G. FIELD VERIFY SERVICE OF PIPING, DUCTWORK OR EQUIPMENT

SHOWN TO BE REMOVED. IF PRESENTLY BEING USED IN ACTIVE

OPERATION, CONTACT CONTRACTING OFFICER PRIOR TO REMOVAL.

H. REPAIR OR REPLACE DUCTWORK AND PIPING INSULATION DAMAGED

DURING CONSTRUCTION.

D. RECONNECT CONTROLS WHERE CONTROLS ARE REMOVED AND NOTED

OR REQUIRED TO BE RECONNECTED.

B. WHERE PIPING IS TO BE MODIFIED, USE MATERIAL TYPE, SCHEDULE AND

FINISH TO MATCH THE PIPING THAT IS BEING MODIFIED. WHERE DUCTWORK

IS TO BE MODIFIED, USE MATERIAL TYPE, GAUGE AND FINISH TO MATCH

THE DUCT THAT IS BEING MODIFIED.

I. RESUPPORT DUCTWORK, PIPING AND EQUIPMENT THAT IS REMAINING AND

BECOMES IMPROPERLY SUPPORTED DURING CONSTRUCTION.

E. WHEN REMOVING ABANDONED MECHANICAL EQUIPMENT, REMOVE ALL ASSOCIATED

CONTROLS, ACCESSORIES HANGERS, ETC.

K. UNLESS OTHERWISE NOTED, PIPING AND DUCTWORK BEING REMOVED OR

RELOCATED IS PAINTED WITH LEAD CONTAINING PAINT. ABATEMENT OF

LEAD PAINT SHALL BE ACCOMPLISHED AS SET FORTH ON THE ENVIRONMENTAL

DRAWINGS AND SPECIFICATIONS.

C. ALL SIZES ARE APPROXIMATE. FIELD VERIFY SIZES PRIOR TO

FABRICATING OR PURCHASING ITEMS.

L. FILL HOLES LEFT IN BUILDING WHERE MECHANICAL ITEMS ARE REMOVED OR

RELOCATED. INFILL MATERIAL SHALL MATCH ADJACENT CONSTRUCTION, REFER

TO ARCHITECTURAL DRAWING FOR ADDITIONAL INFORMATION.

2. PROVIDE 18x18 DUCT. ROUTE 6’-6" ABOVE ACCESS LADDER. CONNECT TO

TOP OF NEW PLENUM. SEE DRAWING NOTE 8.

7. RELOCATE 42 X 36 ATTIC VENTILATION DAMPER AND ELECTRIC OPERATOR

FROM EXISTING LOUVER TO NEW LOUVER WITHIN BUILDING. PROVIDE DUCT

TRANSITION TO NEW LOUVER. INSULATE NEW DUCTWORK.

11. RELOCATE 42 X 36 ATTIC VENTILATION DAMPER AND PNEUMATIC OPERATOR

FROM EXISTING LOUVER TO SIDE OF NEW PLENUM. PROVIDE DUCT

TRANSITION TO NEW PLENUM. INSULATE NEW DUCTWORK.

þÿ�1�6�.� � �R�E�M�O�V�E� �1�

LOCATIONS OF EXTERIOR PIPES, ETC.

REFRIGERANT PIPING AND EQUIPMENT. THE INSTALLER SHALL BE EXPERIANCED

IN SIMILAR REFRIGERATION WORK FOR A MINIMUM OF 7 YEARS AND BE CERTIFIED

BY AIR CONDITIONING CONTRACTORS OF AMERICA, TYPE 2 CERTIFICATION.

N. SYSTEM MODIFICATIONS ARE PRIMARILY IN THE ATTIC SPACE OF THE

BUILDING.

O. REFER TO SPECIFICATION 02091 REFRIGERANT RECOVERY FOR RELOCATION

OF REFRIGERANT SYSTEMS.

M. NEW LOUVERS ARE LOCATED IN OPENINGS CREATED BY REMOVING OPERABLE

WINDOWS. THE WINDOW OPERATOR SHAFTS SERVE MULTIPLE WINDOWS AND WILL

REMAIN INTACT. SHEETMETAL WORK IN THE VICINITY OF THE NEW LOUVERS

SHALL ENGULF OPERATOR SHAFT.

BAY 1 BAY 2 BAY 3 BAY 4

M-1.01

MAINTAIN, REPAIR EXTERIOR AND

WINDOWS - HISTORY FACILITY 20056

PROJECT NUMBER ZHTV 04-0216

MECH DEMO AND NEW WORK - BAYS 1-4

CHECKED DSN RVW DATE: JUN 2009

KEY PLAN

E

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

C I

V I

L E

US

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

N

E R

M A

T C

H L

IN

E

R E

F E

R D

R A

W I N

G G

.0

01 01 01

G2.02

G2.03

G2.01

ENVIRONMENTAL GENERAL NOTES

FOR ALL REMOVALS:

FOR ALL REFURBISHMENTS AND REPAIRS:

B.

A. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, QUANITIES, AND

DIMENSIONS OF LEAD PAINT AND ASBESTOS MATERIALS ON THIS PROJECT

PRIOR TO THE START OF WORK.

01.

UNLESS OTHERWISE NOTED, ALL ITEMS IDENTIFED ON ALL DEMOLITION

DRAWINGS (A, M AND E SERIES) FOR REMOVAL OR REFURBISHMENT/REPAIR

SHALL BE ASSUMED TO BE PAINTED (EXCEPT GLASS, COPPER, STONE, &

CONCRETE; EXTERIOR BRICK IS UNPAINTED EXCEPT AS OTHERWISE NOTED,

BUT INTERIOR SURFACES OF EXTERIOR WALLS ARE PAINTED) & THE

FOLLOWING NOTES APPLY:

BAY 1 BAY 2 BAY 3

RAMP

DOWN

MAINTAIN, REPAIR EXTERIOR AND

WINDOWS - HISTORY FACILITY 20056

PROJECT NUMBER ZHTV 04-0216

ENVIRONMENTAL - BAYS 1 THRU 3

CHECKED DSN RVW DATE: JUN 2009

G-1.01

LEAD-CONTAINING PAINT IS PRESENT ON ALL PAINTED SURFACES,

EQUIPMENT, & PIPING. THE CONTRACTOR MUST COMPLY WITH ALL

APPLICABLE REQUIREMENTS OF SPECIFICATION SECTION 02 09 00 WHEN

REMOVING PAINTED BUILDING COMPONENTS OR WHEN CONDUCTING

MANUAL DEMOLITION OF PAINTED COMPONENTS (I.E., WALLS, CEILING, ETC.).

THE CONTRACTOR MUST REMOVE ASBESTOS-CONTAINING CAULK (ON THE

PERIMETER OF EXTERIOR WINDOW COMPONENTS) UTILIZING WET METHODS

IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS SECTION 02 08 10 PART 3.1H

AND ALL OTHER REQUIREMENTS OF OSHA 29 CFR 1926.1101 FOR CLASS II

ASBESTOS WORK. CONTRACTOR SHALL PLACE A POLY BARRIER WALL AT

LEAST 6’ HIGH AROUND ACM CAULKING REMOVAL WORK AREAS AND BELOW

ALL ACM REMOVAL AREAS.

LEAD-CONTAINING PAINT IS PRESENT ON ALL PAINTED SURFACES,

EQUIPMENT, & PIPING. THE CONTRACTOR MUST COMPLY WITH ALL

APPLICABLE REQUIREMENTS OF SPECIFICATION SECTION 02 09 00 WHEN

DISTURBING ANY PAINTED SURFACES ON THIS PROJECT. SHROUDED

MECHANICAL TOOLS THAT ARE HEPA FILTERED TO SEALED CONTAINER

ARE REQUIRED FOR THE REMOVAL OF LOOSE PAINT OR CORROSION FROM

ALL METAL OR WOOD SURFACES OR TO FEATHER EDGE THE PAINTED

SURFACES FOR PAINT PREP WORK.

A

T C

H L

IN

E

R E

F E

R D

R A

W I N

G G

.0

M A

T C

H L

IN

E

R E

F E

R D

R A

W I N

G G

.0

01010101 01 01

G2.02

G2.01

G2.03

G2.03

0101 01

BAY 4 BAY 5 BAY 6 BAY 7

KEY PLAN

I

E

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

C I

V I

L E

US

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

N

E R

DRAWING NOTESENVIRONMENTAL GENERAL NOTES

DIMENSIONS OF LEAD PAINT AND ASBESTOS MATERIALS ON THIS PROJECT

SHALL BE ASSUMED TO BE PAINTED (EXCEPT GLASS, COPPER, STONE, &

CONCRETE; EXTERIOR BRICK IS UNPAINTED EXCEPT AS OTHERWISE NOTED,

BUT INTERIOR SURFACES OF EXTERIOR WALLS ARE PAINTED) & THE

FOLLOWING NOTES APPLY:

MAINTAIN, REPAIR EXTERIOR AND

WINDOWS - HISTORY FACILITY 20056

PROJECT NUMBER ZHTV 04-0216

ENVIRONMENTAL - BAYS 4 THRU 7

CHECKED DSN RVW DATE: JUN 2009

G-1.02

LEAD-CONTAINING PAINT IS PRESENT ON ALL PAINTED SURFACES,

EQUIPMENT, & PIPING. THE CONTRACTOR MUST COMPLY WITH ALL

APPLICABLE REQUIREMENTS OF SPECIFICATION SECTION 02 09 00 WHEN

REMOVING PAINTED BUILDING COMPONENTS OR WHEN CONDUCTING

MANUAL DEMOLITION OF PAINTED COMPONENTS (I.E., WALLS, CEILING, ETC.).

THE CONTRACTOR MUST REMOVE ASBESTOS-CONTAINING CAULK (ON THE

PERIMETER OF EXTERIOR WINDOW COMPONENTS) UTILIZING WET METHODS

IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS SECTION 02 08 10 PART 3.1H

AND ALL OTHER REQUIREMENTS OF OSHA 29 CFR 1926.1101 FOR CLASS II

ASBESTOS WORK. CONTRACTOR SHALL PLACE A POLY BARRIER WALL AT

LEAST 6’ HIGH AROUND ACM CAULKING REMOVAL WORK AREAS AND BELOW

ALL ACM REMOVAL AREAS.

LEAD-CONTAINING PAINT IS PRESENT ON ALL PAINTED SURFACES,

EQUIPMENT, & PIPING. THE CONTRACTOR MUST COMPLY WITH ALL

APPLICABLE REQUIREMENTS OF SPECIFICATION SECTION 02 09 00 WHEN

DISTURBING ANY PAINTED SURFACES ON THIS PROJECT. SHROUDED

MECHANICAL TOOLS THAT ARE HEPA FILTERED TO SEALED CONTAINER

ARE REQUIRED FOR THE REMOVAL OF LOOSE PAINT OR CORROSION FROM

T C

H L

IN

E

R E

F E

R D

R A

W I N

G G

.0

G2.01

G2.02

G2.03

01 01

01 0101 0101

BAY 8 BAY 9 BAY 10 BAY 1 1

RAMP

DOWN

KEY PLAN

I

E

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

C I

V I

L E

US

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

N

E R

DRAWING NOTESENVIRONMENTAL GENERAL NOTES

DIMENSIONS OF LEAD PAINT AND ASBESTOS MATERIALS ON THIS PROJECT

SHALL BE ASSUMED TO BE PAINTED (EXCEPT GLASS, COPPER, STONE, &

CONCRETE; EXTERIOR BRICK IS UNPAINTED EXCEPT AS OTHERWISE NOTED,

BUT INTERIOR SURFACES OF EXTERIOR WALLS ARE PAINTED) & THE

FOLLOWING NOTES APPLY:

MAINTAIN, REPAIR EXTERIOR AND

WINDOWS - HISTORY FACILITY 20056

PROJECT NUMBER ZHTV 04-0216

ENVIRONMENTAL - BAYS 8 THRU 11

CHECKED DSN RVW DATE: JUN 2009

G-1.03

LEAD-CONTAINING PAINT IS PRESENT ON ALL PAINTED SURFACES,

EQUIPMENT, & PIPING. THE CONTRACTOR MUST COMPLY WITH ALL

APPLICABLE REQUIREMENTS OF SPECIFICATION SECTION 02 09 00 WHEN

REMOVING PAINTED BUILDING COMPONENTS OR WHEN CONDUCTING

MANUAL DEMOLITION OF PAINTED COMPONENTS (I.E., WALLS, CEILING, ETC.).

THE CONTRACTOR MUST REMOVE ASBESTOS-CONTAINING CAULK (ON THE

PERIMETER OF EXTERIOR WINDOW COMPONENTS) UTILIZING WET METHODS

IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS SECTION 02 08 10 PART 3.1H

AND ALL OTHER REQUIREMENTS OF OSHA 29 CFR 1926.1101 FOR CLASS II

ASBESTOS WORK. CONTRACTOR SHALL PLACE A POLY BARRIER WALL AT

LEAST 6’ HIGH AROUND ACM CAULKING REMOVAL WORK AREAS AND BELOW

ALL ACM REMOVAL AREAS.

LEAD-CONTAINING PAINT IS PRESENT ON ALL PAINTED SURFACES,

EQUIPMENT, & PIPING. THE CONTRACTOR MUST COMPLY WITH ALL

APPLICABLE REQUIREMENTS OF SPECIFICATION SECTION 02 09 00 WHEN

DISTURBING ANY PAINTED SURFACES ON THIS PROJECT. SHROUDED

MECHANICAL TOOLS THAT ARE HEPA FILTERED TO SEALED CONTAINER

ARE REQUIRED FOR THE REMOVAL OF LOOSE PAINT OR CORROSION FROM

T C

H L

IN

E

M A

T C

H L

IN

E

M A

T C

H L

IN

E

M A

T C

H L

IN

E

01 01

01 0101

BAY 1 BAY 2 BAY 3

BAY 4 BAY 5 BAY 6 BAY 7

BAY 8 BAY 9 BAY 10 BAY 1 1

I

E

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

C I

V I

L E

US

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

N

E R

MAINTAIN, REPAIR EXTERIOR AND

WINDOWS - HISTORY FACILITY 20056

PROJECT NUMBER ZHTV 04-0216

ENVIRONMENTAL - WEST ELEVATION

CHECKED DSN RVW DATE: JUN 2009

G-2.01

DIMENSIONS OF LEAD PAINT AND ASBESTOS MATERIALS ON THIS PROJECT

PRIOR TO THE START OF WORK.

UNLESS OTHERWISE NOTED, ALL ITEMS IDENTIFED ON ALL DEMOLITION

DRAWINGS (A, M AND E SERIES) FOR REMOVAL OR REFURBISHMENT/REPAIR

SHALL BE ASSUMED TO BE PAINTED (EXCEPT GLASS, COPPER, STONE, &

CONCRETE; EXTERIOR BRICK IS UNPAINTED EXCEPT AS OTHERWISE NOTED,

BUT INTERIOR SURFACES OF EXTERIOR WALLS ARE PAINTED) & THE

FOLLOWING NOTES APPLY:

LEAD-CONTAINING PAINT IS PRESENT ON ALL PAINTED SURFACES,

EQUIPMENT, & PIPING. THE CONTRACTOR MUST COMPLY WITH ALL

APPLICABLE REQUIREMENTS OF SPECIFICATION SECTION 02 09 00 WHEN

REMOVING PAINTED BUILDING COMPONENTS OR WHEN CONDUCTING

MANUAL DEMOLITION OF PAINTED COMPONENTS (I.E., WALLS, CEILING, ETC.).

LEAD-CONTAINING PAINT IS PRESENT ON ALL PAINTED SURFACES,

EQUIPMENT, & PIPING. THE CONTRACTOR MUST COMPLY WITH ALL

APPLICABLE REQUIREMENTS OF SPECIFICATION SECTION 02 09 00 WHEN

DISTURBING ANY PAINTED SURFACES ON THIS PROJECT. SHROUDED

MECHANICAL TOOLS THAT ARE HEPA FILTERED TO SEALED CONTAINER

ARE REQUIRED FOR THE REMOVAL OF LOOSE PAINT OR CORROSION FROM

ALL METAL OR WOOD SURFACES OR TO FEATHER EDGE THE PAINTED

ENVIRONMENTAL GENERAL NOTES

THE CONTRACTOR MUST REMOVE ASBESTOS-CONTAINING CAULK (ON THE

PERIMETER OF EXTERIOR WINDOW COMPONENTS) UTILIZING WET METHODS

IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS SECTION 02 08 10 PART 3.1H

AND ALL OTHER REQUIREMENTS OF OSHA 29 CFR 1926.1101 FOR CLASS II

ASBESTOS WORK. CONTRACTOR SHALL PLACE A POLY BARRIER WALL AT

LEAST 6’ HIGH AROUND ACM CAULKING REMOVAL WORK AREAS AND BELOW

ALL ACM REMOVAL AREAS.

T C

H L

IN

E

M A

T C

H L

IN

E

M A

T C

H L

IN

E

M A

T C

H L

IN

E

M A

T C

H L

IN

E

01 01

BAY 1 1 BAY 10 BAY 9 BAY 8

BAY 7 BAY 6 BAY 5 BAY 4

BAY 3 BAY 2 BAY 1

I

E

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

C I

V I

L E

US

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

N

E R

O

R

MAINTAIN, REPAIR EXTERIOR AND

WINDOWS - HISTORY FACILITY 20056

PROJECT NUMBER ZHTV 04-0216

ENVIRONMENTAL - EAST ELEVATION

CHECKED DSN RVW DATE: JUN 2009

G-2.02

DIMENSIONS OF LEAD PAINT AND ASBESTOS MATERIALS ON THIS PROJECT

PRIOR TO THE START OF WORK.

UNLESS OTHERWISE NOTED, ALL ITEMS IDENTIFED ON ALL DEMOLITION

DRAWINGS (A, M AND E SERIES) FOR REMOVAL OR REFURBISHMENT/REPAIR

SHALL BE ASSUMED TO BE PAINTED (EXCEPT GLASS, COPPER, STONE, &

CONCRETE; EXTERIOR BRICK IS UNPAINTED EXCEPT AS OTHERWISE NOTED,

BUT INTERIOR SURFACES OF EXTERIOR WALLS ARE PAINTED) & THE

FOLLOWING NOTES APPLY:

LEAD-CONTAINING PAINT IS PRESENT ON ALL PAINTED SURFACES,

EQUIPMENT, & PIPING. THE CONTRACTOR MUST COMPLY WITH ALL

APPLICABLE REQUIREMENTS OF SPECIFICATION SECTION 02 09 00 WHEN

REMOVING PAINTED BUILDING COMPONENTS OR WHEN CONDUCTING

MANUAL DEMOLITION OF PAINTED COMPONENTS (I.E., WALLS, CEILING, ETC.).

LEAD-CONTAINING PAINT IS PRESENT ON ALL PAINTED SURFACES,

EQUIPMENT, & PIPING. THE CONTRACTOR MUST COMPLY WITH ALL

APPLICABLE REQUIREMENTS OF SPECIFICATION SECTION 02 09 00 WHEN

DISTURBING ANY PAINTED SURFACES ON THIS PROJECT. SHROUDED

MECHANICAL TOOLS THAT ARE HEPA FILTERED TO SEALED CONTAINER

ARE REQUIRED FOR THE REMOVAL OF LOOSE PAINT OR CORROSION FROM

ALL METAL OR WOOD SURFACES OR TO FEATHER EDGE THE PAINTED

SURFACES FOR PAINT PREP WORK.

ENVIRONMENTAL GENERAL NOTES DRAWING NOTES

IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS SECTION 02 08 10 PART 3.1H

AND ALL OTHER REQUIREMENTS OF OSHA 29 CFR 1926.1101 FOR CLASS II

ASBESTOS WORK. CONTRACTOR SHALL PLACE A POLY BARRIER WALL AT

LEAST 6’ HIGH AROUND ACM CAULKING REMOVAL WORK AREAS AND BELOW

ALL ACM REMOVAL AREAS.

E

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

C I

V I

L E

US

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

N

E R

DRAWN R. SCHLOSSER CHECKED DSN RVW DATE: JUN 2009

G-2.03

DIMENSIONS OF LEAD PAINT AND ASBESTOS MATERIALS ON THIS PROJECT

PRIOR TO THE START OF WORK.

UNLESS OTHERWISE NOTED, ALL ITEMS IDENTIFED ON ALL DEMOLITION

DRAWINGS (A, M AND E SERIES) FOR REMOVAL OR REFURBISHMENT/REPAIR

SHALL BE ASSUMED TO BE PAINTED (EXCEPT GLASS, COPPER, STONE, &

CONCRETE; EXTERIOR BRICK IS UNPAINTED EXCEPT AS OTHERWISE NOTED,

BUT INTERIOR SURFACES OF EXTERIOR WALLS ARE PAINTED) & THE

FOLLOWING NOTES APPLY:

LEAD-CONTAINING PAINT IS PRESENT ON ALL PAINTED SURFACES,

EQUIPMENT, & PIPING. THE CONTRACTOR MUST COMPLY WITH ALL

APPLICABLE REQUIREMENTS OF SPECIFICATION SECTION 02 09 00 WHEN

REMOVING PAINTED BUILDING COMPONENTS OR WHEN CONDUCTING

MANUAL DEMOLITION OF PAINTED COMPONENTS (I.E., WALLS, CEILING, ETC.).

LEAD-CONTAINING PAINT IS PRESENT ON ALL PAINTED SURFACES,

EQUIPMENT, & PIPING. THE CONTRACTOR MUST COMPLY WITH ALL

APPLICABLE REQUIREMENTS OF SPECIFICATION SECTION 02 09 00 WHEN

DISTURBING ANY PAINTED SURFACES ON THIS PROJECT. SHROUDED

MECHANICAL TOOLS THAT ARE HEPA FILTERED TO SEALED CONTAINER

ARE REQUIRED FOR THE REMOVAL OF LOOSE PAINT OR CORROSION FROM

ALL METAL OR WOOD SURFACES OR TO FEATHER EDGE THE PAINTED

SURFACES FOR PAINT PREP WORK.

ENVIRONMENTAL GENERAL NOTES DRAWING NOTES

IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS SECTION 02 08 10 PART 3.1H

AND ALL OTHER REQUIREMENTS OF OSHA 29 CFR 1926.1101 FOR CLASS II

ASBESTOS WORK. CONTRACTOR SHALL PLACE A POLY BARRIER WALL AT

LEAST 6’ HIGH AROUND ACM CAULKING REMOVAL WORK AREAS AND BELOW

ALL ACM REMOVAL AREAS.

þÿ�D�R�A�W�I�N�G� �S�C

NORTH ELEVATION

SOUTH ELEVATION

MAINTAIN, REPAIR EXTERIOR AND

WINDOWS - HISTORY FACILITY 20056

PROJECT NUMBER ZHTV 04-0216

ENV - NORTH/SOUTH ELEVATIONS