S02 Vol 1-3.pdf

7 MB Posted

Attached to
Z1DA--632-16-101 UPGRADE EMERGENCY GENERATORS - PHASE I
Solicitation number
36C24225R0007
Issued by

About this file

Written by GovTribe AI ·

This file contains architectural design drawings for an emergency generator upgrade project at the Northport VA Medical Center. The drawings include building elevations, sections, floor plans, door schedules, finish schedules, and detailed architectural elements. Key specifications show a new generator room addition with brick veneer exterior walls, TPO roof system, concrete slab foundations, and blast-resistant louvers. The drawings detail construction requirements for walls, doors, flooring finishes, and signage.

The architectural plans specify emergency generators, paralleling switchgear, and distribution equipment to be installed in the new addition. Construction details include provisions for maintaining existing loading dock access, protecting a 15KVA primary duct bank, and coordinating shutdowns of underground utilities. Specific finishes include epoxy flooring (EPY-1) in generator rooms, fire-rated door assemblies, and safety signage requirements. The drawings incorporate VA standards for materials, construction methods, and facility operations during the upgrade work.

View the file

Other files

File Type Posted
36C24224R0033 PROPOSAL ITEMS.docx DOCX document
S06_Custom Soil Resource Report.pdf PDF
36C24225R0007 0003.docx DOCX document
Site Visit Sign Sheet.doc DOC document
S06_Drawing_Amend.pdf PDF
P07_Wage Determination.txt TXT text file
Construction Cost Breakdown Sheet.pdf PDF
36C24225R0007 0002.docx DOCX document
36C24225R0007 0001.docx DOCX document
Wage Determination.pdf PDF
S02 Vol 1-0.pdf PDF
S02 Vol 1-1.pdf PDF
S02 Vol 1-2.pdf PDF
FAR 52.225-2 Buy American Certification.pdf PDF
013200 Construction Documentation.docx DOCX document
S02 Vol 3-1.pdf PDF
852.219-77 VA Notice of Limitations on Subcontracting.docx DOCX document
36C24225R0007.docx DOCX document
S02 Vol 3-0.pdf PDF
Past Performace Questionaire_PPQ.pdf PDF
S02 Vol 1.pdf PDF
S02 Vol 2.pdf PDF
S02 Vol 3-2.pdf PDF
S02 Vol 2-0.pdf PDF
S02 Vol 2-1.pdf PDF
Show all 25

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

FIN. FLOOR

0'-0"

BASEMENT FLOOR

4 3 2 1

BA

12 12

TOP OF

MASONRY

25'-4"

8'-0"3'-3 5/8" 8'-0" 13'-10 1/8" 15'-8 3/4" 2'-2 5/8"

EXISTING

BASEMENT FLOOR

0'-0"

FIN.

FLOOR

0'-0"

TOP OF

MASONRY

25'-4"

1 2 3 4 5

EXISTING FOUNDATION.

CONTRACTOR TO FIELD

VERIFY. IF EXISTING

CONDITIONS DIFFER,

PLEASE NOTIFY THE VA

COR AND A/E FOR

REVISED/REDESIGNED

DRAWINGS.

2" AIR SPACE

3/4" COMPRESSION FILL MATERIAL

#6@24" O.C.

3'-6"

1' -4

DAMPPROOFING

2' -8

M

AT

C H

EX

IS

TI

N

G H

EI

G

H T

CONCRETE PAVEMENT

(SEE CIVIL DRAWINGS)

9 5/8"

3/16" ADJUSTABLE MASONRY TIES

(TYP.) EVERY OTHER CMU COURSE.

TIES TO BE GALVANIZED EYE & PIN

TRUSS TYPE

THRU WALL FLASHING W/ 1/2" DRIP

EDGE

WEEP HOLES @ THRU WALL

FLASHING 24" O.C.

CONCAVE

MORTAR JOINT

(TYP.)

FACE BRICK TO MATCH

COLOR OF ADJACENT

STRUCTURE

8" CMU W/ #6@24" O.C. VERT. FULL HT. GROUT

CMU SOLID @ REINF; MATCH EXISTING WALL

SIZE AND WIDTH

MORTAR NET

SIM.

RAKE EXISTING MORTAR TO

INSERT LEAD WEDGE TO EMBED 2 PIECE

SHEET METAL RECEIVER / FLASHING

2'-0 3/8"

CAST STONE COPING SLOPE TO

DRAIN AWAY FROM BUILDING

3 1/2" x 3 1/2" x 1/4" STEEL ANGLE W/

3/8" DIA. EXPANSION BOLT AT 24" O.C.

GROUT FILL TO THRU WALL

FLASHING

USE 4" CMU BELOW GRADE

2'-0 3/8"

9 1/8"

1/

4"

2"

8"

CONT. 8" BOND BEAM W/ 2#5 CONT.

DAMPPROOFING

2" AIR SPACE

STAINLESS STEEL FLASHING .

SLOPE (1) CMU COURSE TO

PREVENT WATER PONDING UNDER

CAST STONE. PROVIDE AIR / CAVITY

WEEP VENTS AT 24" MIN. O.C.

METAL CAP FLASHING ACROSS ENTIRE

TOP OF WALL AND DOWN EACH WALL

FACE 2" WITH DRIP. REFER TO B4/AE102

6" ALL THREAD DOWEL, 1" DIAMETER.

FIELD DRILL HOLE IN CMU 1/2" LARGER

THAN DOWEL DIAMETER. FILL WITH

NON-SHRINK GROUT TO SET DOWELS.

POSITION DOWELS AT 24" OC, MIN.

FULL BED SEALANT JOINT

HIGH IMPACT PLASTIC SETTING SHIMS

AT 1/4 POINTS OF STONE BED IN

APPROVED SILICONE SEALANT. APPLY

SILICONE SEALANT BETWEEN SHIMS.

PRECAST CONCRETE COPING CAP

W/ OVERHANGS ON EACH SIDE

CONTINUOUS CAST DRIP BOTH SIDES.

CONTINUOUS SEALANT

CORE CAST STONE

FOR EXISTING

PENETRATIONS TO

REMAIN, SEAL

WEATHER TIGHT.

FIN. FLOOR

0'-0"

AB

TOP OF

MASONRY

25'-4"

BA

UPGRADE EMERGENCY

632-16-101

NOVEMBER 9, 2023

GENERATORS

H A R R E L L

DESIGN GROUP, PC

FULLY SPRINKLERED

BID DOCUMENTS

BUILDING

ELEVATIONS

AE201

1. PRECAST COPING.

2. BRICK VENEER.

3. HM DOOR AND FRAME.

4. GROUND FACE CONCRETE BLOCK.

5. EXISTING FREON PIPING - DO NOT DISTURB OR

DAMAGE.

6. EXISTING PRECAST FIN.

7. NEW CONCRETE BOLLARD.

8. EXISTING BRICK VENEER.

9. EXISTING PRECAST COPING.

10. GENERATOR EXHAUST VENT WITH RAIN CAP.

PROVIDE TWO STANDOFFS FOR EACH EXHAUST

VENT. (SEE MECHANICAL DRAWINGS).

11. BLAST-RESISTANT LOUVER. (SEE MECHANICAL

DRAWINGS)

12. CONTROL JOINT.

13. NEW BOLLARD.

4 4 4

8 8

6 6

'-4

/8

TY

P.

3'-3 3/8"

12 1212

6' -0

2 2

2'-0"

7' -4

9'

-9

/8

8' -2

/8

BA

A. FOR SIGN TYPES SEE SHEET AF601.

LETTER DENOTES SIGN TYPES.A

A

6' -0

12'-11 1/8"

8'-0"13'-10"8'-0"

6' -0

8'-0" 6'-11"

'-1

/8

'-1

/8

8'

-2

/8

1' -0

TY

P.

3' -9

/8

" 8'-0" 8'-0"8'-0"

10'-10" 3'-0" 10'-10" 3'-0" 10'-10" 7'-9"5'-7"

6' -0

TY

P.

36'-5 7/8"

'-1

/8

'-4

8'-11"

'-4

F5

AE201

F1

AE301

F1

AE301

F1

AE302

13'-2 1/2" 14'-3 1/8" 9'-0 1/4"

D7

AE201

ITEMS REMAINING IN SERVICE DURING CONSTRUCTION REQUIRING CONTRACTOR PROTECTION:

1. LOADING DOCK ACCESS: EXISTING LOADING DOCK ACCESS ROAD MUST REMAIN IN SERVICE

DURING THE ENTIRE CONSTRUCTION PERIOD FOR THIS PROJECT. COVER EXCAVATIONS DAILY W/

1-1/4” THICK ASTM A36 STEEL ROAD PLATES CAPABLE OF SUPPORTING H-20 TRUCK LOADS.

PROVIDE TEMPORARY PROVISIONS INCLUDING STEEL ROAD PLATES, PHASED TRENCH WORK,

FLAGMEN, AND CAUTION SIGNAGE.

2. 15KVA PRIMARY DUCT BANK: EXISTING 15KVA PRIMARY DUCT BANK MUST REMAIN IN SERVICE, PROTECTED, AND UNDISTURBED DURING THE PROJECT'S ENTIRE CONSTRUCTION PERIOD. INSTALL

SHEETING AND SHORING ALONG DUCT BANK EDGES ADJACENT TO CONSTRUCTION.

3. UNDERGROUND UTILITIES: UNDERGROUND UTILITIES IN PLAN SOUTH AREA OF THE PROJECT

AREA SHALL REMAIN IN SERVICE FOR THE PROJECT DURATION, WITHOUT DISTURBANCE. ALL

REQUESTED MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL SHUTDOWNS SHALL BE

REQUESTED FROM, COORDINATED WTH, AND APPROVED BY THE VA-COR. SHUTDOWN REQUESTS

MUST PROVIDE WRITTEN PLAN DESCRIBING AFFECTED UTILITIES, DURATION, AND SAFETY

PRECAUTIONS (ACTIVITY HAZARD ANALYSES--SEE SPEC SECTION 013526). SUBMIT WRITTEN

SHUTDOWN REQUESTS TO VA-COR NOT LESS THAN 14 CALENDAR DAYS PRIOR TO THE REQUESTED

SHUTDOWN.

8'-11"

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text Affairs

AutoCAD SHX Text Date

AutoCAD SHX Text Project Number

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text Building Number

AutoCAD SHX Text Reviewed

AutoCAD SHX Text AutoCAD File Name

AutoCAD SHX Text Const. Contract No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Veterans

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Project Title

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Department of Veterans Affairs

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text Date

AutoCAD SHX Text By

AutoCAD SHX Text

AutoCAD SHX Text Revisions

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BC

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

REVISION NO.

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SEE COVER SHEET FOR COORDINATION NOTES.

AutoCAD SHX Text Recommended Approvals:

AutoCAD SHX Text

1. MEDICAL DIRECTOR

AutoCAD SHX Text

6. OPERATIONS SERVICE LINE MANAGER

AutoCAD SHX Text

7. INFECTION CONTROL MANAGER

AutoCAD SHX Text

2. ASSOCIATE DIRECTOR

AutoCAD SHX Text

8. SAFETY MANAGER

AutoCAD SHX Text

3. CHIEF OF STAFF

AutoCAD SHX Text

4. ASSOC. DIRECTOR

AutoCAD SHX Text

9. GENERAL ENGINEER

AutoCAD SHX Text

5. SERVICE LINE MGRS.

AutoCAD SHX Text

10. COR

AutoCAD SHX Text Architect/Engineer Address

AutoCAD SHX Text

WWW.HARRELLDG.COM

AutoCAD SHX Text F 704.321.0833

AutoCAD SHX Text P 704.814.1320

AutoCAD SHX Text

CHARLOTTE, NC 28227

AutoCAD SHX Text

8016 TOWER POINT DRIVE

AutoCAD SHX Text

COPYRIGHT HARRELL DESIGN GROUP, PC

AutoCAD SHX Text c

AutoCAD SHX Text

AutoCAD SHX Text

HDG PROJECT # 17011

AutoCAD SHX Text

COORDINATION DRAWINGS

AutoCAD SHX Text

NORTHPORT VA MEDICAL CENTER

AutoCAD SHX Text

NORTHPORT, NY 11768

AutoCAD SHX Text

79 MIDDLEVILLE ROAD

AutoCAD SHX Text

AutoCAD SHX Text

GENERAL SHEET NOTES

AutoCAD SHX Text

KEYPLAN

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

NW

AutoCAD SHX Text

SW

AutoCAD SHX Text

NE

AutoCAD SHX Text

SE

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

AREA OF WORK

AutoCAD SHX Text

GG

AutoCAD SHX Text

LK

AutoCAD SHX Text

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

BUILDING ELEVATION

AutoCAD SHX Text E2

AutoCAD SHX Text

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

BUILDING ELEVATION

AutoCAD SHX Text C1

AutoCAD SHX Text

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

BUILDING ELEVATION

AutoCAD SHX Text C6

AutoCAD SHX Text

SYMBOLS LEGEND

AutoCAD SHX Text

SHEET KEYNOTES

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text

BRICK VENEER SCREEN

AutoCAD SHX Text

WALL DETAIL

AutoCAD SHX Text F5

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text

BRICK VENEER SCREEN

AutoCAD SHX Text

WALL DETAIL

AutoCAD SHX Text D7 jcarr JC NC Electronic Seal.jpg

B A

UPGRADE EMERGENCY

632-16-101

NOVEMBER 9, 2023

GENERATORS

H A R R E L L

DESIGN GROUP, PC

FULLY SPRINKLERED

BID DOCUMENTS

BUILDING SECTION

AE301

1. SINGLE PLY INSULATED TPO ROOF SYSTEM

2. TYPICAL CAST STONE MASONRY COPING UNIT, 4'-0" LONG

3. 12" CMU

4. 2" AIR GAP

5. FACE BRICK VENEER

6. CONC ON ROOF DECK - SEE STRUCTURAL DWGS

7. STEEL - SEE STRUCTURAL

8. CONC SLAB ON GRADE - SEE STRUCTURAL DWGS

9. ROOF-MOUNTED REMOTE GENERATOR RADIATOR - SEE MECHANICAL

DWGS

10. LOUVER - SEE MECHANICAL DWGS

11. GENERATOR - SEE ELECTRICAL

12. GENERATOR SILENCER - SEE ELECTRICAL DWGS

13. OVERHEAD LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

14. GROUND FACE 12" CONCRETE BLOCK

15. GENERATOR ISOLATION PAD - SEE STRUCTURAL DWGS

16. SUPPORT COLLAR. INSTALL 1 PER 10' HEIGHT OF EXHAUST STACK.

17. EXHAUST STACK W/ RAIN CAP - SEE ELECTRICAL DWGS

18. ROOF DRAINS

19. SIDEWALK

20. FACE BRICK BEYOND

21. NEW ROOF ACCESS PREMANUFACTURED STAIR BEYOND

22. CONTINUOUS VAPOR BARRIER ON CRUSHED STONE & COMPACTED FILL

23. 2" RIGID INSULATION

24. ROOF FLASHING - SEE DETAIL C1/AE402

25. REMOVE PROTRUDING PRECAST FINS AND BRICK AT TOP OF FLASHING

PER DETAIL C1/AE402

26. NOT USED

27. SPRAY-APPLIED FIREPROOFING (TYPICAL ALL STRUCTURAL STEEL)

28. DAY TANK ISOLATION PAD

29. DAY TANK

30. DUCT - SEE MECH. DRAWINGS

31. 14" WIDE x 8" DEEP TRENCH, COORDINATE WITH MECHANICAL AND

STRUCTURAL DRAWINGS.

32. GROUT-FILL CELLS SOLID

33. 1-HOUR FIRE SAFING ASSEMBLY

34. INFILL OPENING WITH PAINTED 12"X8"X16" CMU TO MATCH EXISTING.

STRUCTURAL DETAIL E8/S301.

'-8

4' -1

" M

IN

'-4

9'

-4

TYP.

BEYOND

'-4

F5

AE401

E5

AE401

C1

AE401

F1

AE401

F7

AE401

4'-0" MIN.

4'-0" MIN

25 25

25 25 252525

F3

AE402

7 727

HEIGHT PER GENERATOR

MANUFACTURER

1'-1"

SEE DOOR SCHEDULE 4'-0" VIELD VERIFY

9' -1

0" F

IE

LD

V

ER

IF

Y

1-HOUR ROOF

ITEMS REMAINING IN SERVICE DURING CONSTRUCTION REQUIRING CONTRACTOR PROTECTION:

1. LOADING DOCK ACCESS: EXISTING LOADING DOCK ACCESS ROAD MUST REMAIN IN SERVICE

DURING THE ENTIRE CONSTRUCTION PERIOD FOR THIS PROJECT. COVER EXCAVATIONS DAILY W/

1-1/4” THICK ASTM A36 STEEL ROAD PLATES CAPABLE OF SUPPORTING H-20 TRUCK LOADS.

PROVIDE TEMPORARY PROVISIONS INCLUDING STEEL ROAD PLATES, PHASED TRENCH WORK,

FLAGMEN, AND CAUTION SIGNAGE.

2. 15KVA PRIMARY DUCT BANK: EXISTING 15KVA PRIMARY DUCT BANK MUST REMAIN IN SERVICE, PROTECTED, AND UNDISTURBED DURING THE PROJECT'S ENTIRE CONSTRUCTION PERIOD. INSTALL

SHEETING AND SHORING ALONG DUCT BANK EDGES ADJACENT TO CONSTRUCTION.

3. UNDERGROUND UTILITIES: UNDERGROUND UTILITIES IN PLAN SOUTH AREA OF THE PROJECT

AREA SHALL REMAIN IN SERVICE FOR THE PROJECT DURATION, WITHOUT DISTURBANCE. ALL

REQUESTED MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL SHUTDOWNS SHALL BE

REQUESTED FROM, COORDINATED WTH, AND APPROVED BY THE VA-COR. SHUTDOWN REQUESTS

MUST PROVIDE WRITTEN PLAN DESCRIBING AFFECTED UTILITIES, DURATION, AND SAFETY

PRECAUTIONS (ACTIVITY HAZARD ANALYSES--SEE SPEC SECTION 013526). SUBMIT WRITTEN

SHUTDOWN REQUESTS TO VA-COR NOT LESS THAN 14 CALENDAR DAYS PRIOR TO THE REQUESTED

SHUTDOWN.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text Affairs

AutoCAD SHX Text Date

AutoCAD SHX Text Project Number

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text Building Number

AutoCAD SHX Text Reviewed

AutoCAD SHX Text AutoCAD File Name

AutoCAD SHX Text Const. Contract No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Veterans

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Project Title

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Department of Veterans Affairs

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text Date

AutoCAD SHX Text By

AutoCAD SHX Text

AutoCAD SHX Text Revisions

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BC

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

REVISION NO.

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

CONCRETE SHEAR WALL

AutoCAD SHX Text

SEE COVER SHEET FOR COORDINATION NOTES.

AutoCAD SHX Text Recommended Approvals:

AutoCAD SHX Text

1. MEDICAL DIRECTOR

AutoCAD SHX Text

6. OPERATIONS SERVICE LINE MANAGER

AutoCAD SHX Text

7. INFECTION CONTROL MANAGER

AutoCAD SHX Text

2. ASSOCIATE DIRECTOR

AutoCAD SHX Text

8. SAFETY MANAGER

AutoCAD SHX Text

3. CHIEF OF STAFF

AutoCAD SHX Text

4. ASSOC. DIRECTOR

AutoCAD SHX Text

9. GENERAL ENGINEER

AutoCAD SHX Text

5. SERVICE LINE MGRS.

AutoCAD SHX Text

10. COR

AutoCAD SHX Text Architect/Engineer Address

AutoCAD SHX Text

WWW.HARRELLDG.COM

AutoCAD SHX Text F 704.321.0833

AutoCAD SHX Text P 704.814.1320

AutoCAD SHX Text

CHARLOTTE, NC 28227

AutoCAD SHX Text

8016 TOWER POINT DRIVE

AutoCAD SHX Text

COPYRIGHT HARRELL DESIGN GROUP, PC

AutoCAD SHX Text c

AutoCAD SHX Text

AutoCAD SHX Text

HDG PROJECT # 17011

AutoCAD SHX Text

NO PIPING OR DUCTWORK SHALL BE ROUTED THROUGH ELECTRICAL AND/OR DATA ROOMS.

AutoCAD SHX Text HATCHING INDICATES AREAS OUTSIDE PRIMARY PROJECT LIMITS. SOME PROJECT LIMITS. SOME ACCESSORY WORK WILL OCCUR IN SHADED AREAS. REFER TO ALL DISCIPLINE DRAWINGS FOR COMPLETE SCOPE.

AutoCAD SHX Text

SYMBOL LEGEND

AutoCAD SHX Text

COORDINATION DRAWINGS

AutoCAD SHX Text

NORTHPORT VA MEDICAL CENTER

AutoCAD SHX Text

NORTHPORT, NY 11768

AutoCAD SHX Text

79 MIDDLEVILLE ROAD

AutoCAD SHX Text

AutoCAD SHX Text

GENERAL SHEET NOTES

AutoCAD SHX Text

KEYPLAN

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

NW

AutoCAD SHX Text

SW

AutoCAD SHX Text

NE

AutoCAD SHX Text

SE

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

AREA OF WORK

AutoCAD SHX Text

1-HOUR FIRE RATED WALL

AutoCAD SHX Text

NEW WALL

AutoCAD SHX Text EXISTING WALL, DOOR, WINDOW, MILLWORK, FIXTURE OR OTHER FIXTURE OR ASSEMBLY TO BE REMOVED..

AutoCAD SHX Text EXISTING WALL, DOOR, WINDOW, MILLWORK, FIXTURE OR OTHER FIXTURE OR ASSEMBLY TO REMAIN..

AutoCAD SHX Text

2-HOUR FIRE/SMOKE RATED WALL

AutoCAD SHX Text

SMOKE TIGHT WALL

AutoCAD SHX Text

3-HOUR FIRE/SMOKE RATED WALL

AutoCAD SHX Text

GG

AutoCAD SHX Text

LK

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text

BUILDING SECTION

AutoCAD SHX Text F1

AutoCAD SHX Text

SHEET KEYNOTES

3 4 5

UPGRADE EMERGENCY

632-16-101

NOVEMBER 9, 2023

GENERATORS

H A R R E L L

DESIGN GROUP, PC

FULLY SPRINKLERED

BID DOCUMENTS

BUILDING SECTION

AE302

1. SINGLE PLY INSULATED TPO ROOF SYSTEM

2. TYPICAL CAST STONE MASONRY COPING UNIT, 4'-0" LONG

3. 12" CMU

4. 2" AIR GAP

5. FACE BRICK VENEER

6. CONC ON ROOF DECK - SEE STRUCTURAL DWGS

7. STEEL - SEE STRUCTURAL

8. CONC SLAB ON GRADE - SEE STRUCTURAL DWGS

9. ROOF-MOUNTED REMOTE GENERATOR RADIATOR - SEE MECHANICAL

DWGS

10. LOUVER - SEE MECHANICAL DWGS

11. GENERATOR - SEE ELECTRICAL

12. GENERATOR SILENCER - SEE ELECTRICAL DWGS

13. OVERHEAD LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

14. GROUND FACE 12" CONCRETE BLOCK

15. GENERATOR ISOLATION PAD - SEE STRUCTURAL DWGS

16. SUPPORT COLLAR

17. EXHAUST STACK W/ RAIN CAP - SEE ELECTRICAL DWGS

18. ROOF DRAINS

19. SIDEWALK

20. FACE BRICK BEYOND

21. NEW ROOF ACCESS PRE-MANUFACTURERED NON-PENETRATING

CROSSOVER STAIR BEYOND

22. CONTINUOUS VAPOR BARRIER ON CRUSHED STONE & COMPACTED FILL

23. 2" RIGID INSULATION

24. EXPANSION JOINT

25. EXISTING EXTERIOR WALL

26. DOOR AND FRAME BEYOND

27. LOUVER BEYOND

28. SPRAY-APPLIED FIREPROOFING (TYPICAL ALL STRUCTURAL STEEL)

29. EXISTING STRUCTURE

30. NOT USED

31. GENERATOR ISOLATION PAD (FUTURE)

32. DAY TANK ISOLATION PAD (BEYOND)

33. DAY TANK (BEYOND)

34. FIRE EXTINGUISHER CABINET (FEC)

35. 14" WIDE x 8" DEEP TRENCH, COORDINATE WITH MECHANICAL AND

STRUCTURAL DRAWINGS.

36. COLD JOINT IN SLAB AT FUTURE GENERATOR EQUIPMENT PAD

PERIMIETER FILL W/ 1/2" THICK COMPRESSIBLE MATERIAL, COORDINATE

WITH STRUCTURAL DRAWINGS.

37. FRT WOOD CURB MIN 8" ABOVE FINISHED ROOF FLASH UP, SEAL

WEATHERTIGHT IN ACCORD WITH INDUSTRY STANDARDS NRCA.

18 1

777777

7 7

C1

AE401

F1

AE401

C7

AE402

4'-0" MIN.

28 28

28282828

FLUSH MORTAR JOINTS

AT AIR BARRIERS (TYP.)

1'-9" TYP.

36 15

35 35

ITEMS REMAINING IN SERVICE DURING CONSTRUCTION REQUIRING CONTRACTOR PROTECTION:

1. LOADING DOCK ACCESS: EXISTING LOADING DOCK ACCESS ROAD MUST REMAIN IN SERVICE

DURING THE ENTIRE CONSTRUCTION PERIOD FOR THIS PROJECT. COVER EXCAVATIONS DAILY W/

1-1/4” THICK ASTM A36 STEEL ROAD PLATES CAPABLE OF SUPPORTING H-20 TRUCK LOADS.

PROVIDE TEMPORARY PROVISIONS INCLUDING STEEL ROAD PLATES, PHASED TRENCH WORK,

FLAGMEN, AND CAUTION SIGNAGE.

2. 15KVA PRIMARY DUCT BANK: EXISTING 15KVA PRIMARY DUCT BANK MUST REMAIN IN SERVICE, PROTECTED, AND UNDISTURBED DURING THE PROJECT'S ENTIRE CONSTRUCTION PERIOD. INSTALL

SHEETING AND SHORING ALONG DUCT BANK EDGES ADJACENT TO CONSTRUCTION.

3. UNDERGROUND UTILITIES: UNDERGROUND UTILITIES IN PLAN SOUTH AREA OF THE PROJECT

AREA SHALL REMAIN IN SERVICE FOR THE PROJECT DURATION, WITHOUT DISTURBANCE. ALL

REQUESTED MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL SHUTDOWNS SHALL BE

REQUESTED FROM, COORDINATED WTH, AND APPROVED BY THE VA-COR. SHUTDOWN REQUESTS

MUST PROVIDE WRITTEN PLAN DESCRIBING AFFECTED UTILITIES, DURATION, AND SAFETY

PRECAUTIONS (ACTIVITY HAZARD ANALYSES--SEE SPEC SECTION 013526). SUBMIT WRITTEN

SHUTDOWN REQUESTS TO VA-COR NOT LESS THAN 14 CALENDAR DAYS PRIOR TO THE REQUESTED

SHUTDOWN.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text Affairs

AutoCAD SHX Text Date

AutoCAD SHX Text Project Number

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text Building Number

AutoCAD SHX Text Reviewed

AutoCAD SHX Text AutoCAD File Name

AutoCAD SHX Text Const. Contract No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Veterans

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Project Title

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Department of Veterans Affairs

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text Date

AutoCAD SHX Text By

AutoCAD SHX Text

AutoCAD SHX Text Revisions

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BC

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

REVISION NO.

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

CONCRETE SHEAR WALL

AutoCAD SHX Text

SEE COVER SHEET FOR COORDINATION NOTES.

AutoCAD SHX Text Recommended Approvals:

AutoCAD SHX Text

1. MEDICAL DIRECTOR

AutoCAD SHX Text

6. OPERATIONS SERVICE LINE MANAGER

AutoCAD SHX Text

7. INFECTION CONTROL MANAGER

AutoCAD SHX Text

2. ASSOCIATE DIRECTOR

AutoCAD SHX Text

8. SAFETY MANAGER

AutoCAD SHX Text

3. CHIEF OF STAFF

AutoCAD SHX Text

4. ASSOC. DIRECTOR

AutoCAD SHX Text

9. GENERAL ENGINEER

AutoCAD SHX Text

5. SERVICE LINE MGRS.

AutoCAD SHX Text

10. COR

AutoCAD SHX Text Architect/Engineer Address

AutoCAD SHX Text

WWW.HARRELLDG.COM

AutoCAD SHX Text F 704.321.0833

AutoCAD SHX Text P 704.814.1320

AutoCAD SHX Text

CHARLOTTE, NC 28227

AutoCAD SHX Text

8016 TOWER POINT DRIVE

AutoCAD SHX Text

COPYRIGHT HARRELL DESIGN GROUP, PC

AutoCAD SHX Text c

AutoCAD SHX Text

AutoCAD SHX Text

HDG PROJECT # 17011

AutoCAD SHX Text

NO PIPING OR DUCTWORK SHALL BE ROUTED THROUGH ELECTRICAL AND/OR DATA ROOMS.

AutoCAD SHX Text HATCHING INDICATES AREAS OUTSIDE PRIMARY PROJECT LIMITS. SOME PROJECT LIMITS. SOME ACCESSORY WORK WILL OCCUR IN SHADED AREAS. REFER TO ALL DISCIPLINE DRAWINGS FOR COMPLETE SCOPE.

AutoCAD SHX Text

SYMBOL LEGEND

AutoCAD SHX Text

COORDINATION DRAWINGS

AutoCAD SHX Text

NORTHPORT VA MEDICAL CENTER

AutoCAD SHX Text

NORTHPORT, NY 11768

AutoCAD SHX Text

79 MIDDLEVILLE ROAD

AutoCAD SHX Text

AutoCAD SHX Text

GENERAL SHEET NOTES

AutoCAD SHX Text

KEYPLAN

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

NW

AutoCAD SHX Text

SW

AutoCAD SHX Text

NE

AutoCAD SHX Text

SE

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

AREA OF WORK

AutoCAD SHX Text

1-HOUR FIRE RATED WALL

AutoCAD SHX Text

NEW WALL

AutoCAD SHX Text EXISTING WALL, DOOR, WINDOW, MILLWORK, FIXTURE OR OTHER FIXTURE OR ASSEMBLY TO BE REMOVED..

AutoCAD SHX Text EXISTING WALL, DOOR, WINDOW, MILLWORK, FIXTURE OR OTHER FIXTURE OR ASSEMBLY TO REMAIN..

AutoCAD SHX Text

2-HOUR FIRE/SMOKE RATED WALL

AutoCAD SHX Text

SMOKE TIGHT WALL

AutoCAD SHX Text

3-HOUR FIRE/SMOKE RATED WALL

AutoCAD SHX Text

GG

AutoCAD SHX Text

LK

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text

BUILDING SECTION

AutoCAD SHX Text F1

AutoCAD SHX Text

SHEET KEYNOTES

1-1/2" DIA GUARDRAIL

1-1/2" DIA HANDRAIL

2' -1

0"

3' -6

3 4 5

UPGRADE EMERGENCY

632-16-101

NOVEMBER 9, 2023

GENERATORS

H A R R E L L

DESIGN GROUP, PC

FULLY SPRINKLERED

BID DOCUMENTS

ARCHITECTURAL

DETAILS

AE401

1'-6"4"

12" NOMINAL CMU

2" RIGID INSULATION

2" AIR GAP

BRICK VENEER

MORTAR NET

THRU-WALL

FLASHING

WEEP

GRADE/SIDEWALK

PER CIVIL DWGS

GROUT SOLID

BELOW GRADE

4" CMU BELOW

GRADE

WATERPROOFING

BARRIER

2" COMPRESSIBLE FILLER

CONCRETE SLAB ON GRADE -

SEE STRUCTURAL DWGS

CONTINUOUS VAPOR BARRIER

ON CRUSHED STONE AND

COMPACTED FILL

CONCRETE FOOTING PER

STRUCTURAL DWGS

2" RIGID INSULATION

2" AIR GAP

BRICK VENEER

12" NOMINAL CMU

PRECAST PARAPET COPING

W/ OVERHANGS ON EACH

SIDE, TO MATCH EXISTING

CONTINUOUS CAST

DRIP BOTH SIDES.

8"

GC TO FIELD VERIFY &

MATCH EXISTING

PARAPET HEIGHT AT

BUILDING 200N

METAL CAP FLASHING

ACROSS ENTIRE TOP OF

WALL AND DOWN EACH

WALL FACE 2" WITH DRIP

BOTH SIDES.

CAVITY MASONRY TIES

FLUID APPLIED AIR BARRIER

STEEL FRAMING - SEE

STRUCTURAL DWGS

ROOF DECK

SEE STRUCTURAL

ROOF INSULATION

TPO ROOF

MEMBRANE1/4"/FT

4" CONT.

INSULATION

CANT

TPO ROOF MEMBRANE, EXTEND

UP WALL AND BENEATH

PRECAST COPING TO OTHER

SIDE OF BRICK

BOND BEAM - SEE

STRUCTURAL DWGS

" M

IN

1'-6" 4"

11" MAX.

7" M

AX

3' -6

2'

-1 0"

1'-0"

EXISTING SINGLE-PLY

ROOF SYSTEM

EXISTING ALUM

COPING

EXISTING

EXTERIOR WALL

8" M

IN

PRE-MANUFACTURED

STAIRS

PROVIDE SUPPORTING

POSTS AND DIAGONAL

BRACING AS REQUIRED

BY MANUFACTURER

TPO ROOF MEMBRANE ON

ROOF INSULATION

SLOPE

CONCRETE ROOF ON

METAL DECK

STEEL - SEE STRUCTURAL

DWGS WITH SPRAY-APPLIED

FIREPROOFING

ROOF EXPANSION JOINT

REGLET WITH FLASHING

PRECAST PARAPET

BEYOND

BASIS OF DESIGN: INDUSTRIAL

LOUVERS, INC. MODEL SP437

EXTRUDED ALUMINUM 6063-T6,

FINISH: MIL FREE AREA 50.1%

STEEL LINTEL -

SEE STRUCTURAL

DWGS

FLASHING

WEEPS

2" RIGID INSULATION

2" AIR GAP

CAVITY SEAL

12" NOMINAL CMU

BOND BEAM - SEE

STRUCTURAL DWGS

EXTENDED SILL

BOTH SIDES

SEALANT & BACKER ROD

12" NOMINAL CMU

SCREEN FRAME

BASIS OF DESIGN: INDUSTRIAL

LOUVERS, INC. MODEL SP437

EXTRUDED ALUMINUM 6063-T6,

FINISH: MIL FREE AREA 50.1%

CONCRETE FOOTING - SEE

STRUCTURAL DWGS

SIDEWALK - SEE

CIVIL DWGS

CONCRETE SLAB ON GRADE -

SEE STRUCTURAL DWGS

CONTINUOUS VAPOR BARRIER

ON CRUSHED STONE AND

COMPACTED FILL

BRICK BEYOND

12" SPLIT-FACE

CMU

1'-6"

COMPRESSIBLE FILLER 34" AND BACKER ROD

COVER BOARD

5/8" EXTERIOR SHEATHING

SLOPE

4" PERIMETER

PERFORATED

DRAIN PIPE

2" INSULATION

2" INSULATION

2" INSULATION

2" INSULATION

2" 1"

FLUID APPLIED AIR BARRIER

1 1/2" x 1 1/2" x 1/8" ALUM.

CLIP ANGLES @ 18" (MILL

FINISH), ATTACHED TO

LOUVERS W/ # 12 x 1" S.M.

SCREWS. ATTACH TO

STRUCTURE WITH

FASTENERS.

1 1/2" x 1 1/2" x 1/8" ALUM. CLIP ANGLES @

18" (MILL FINISH), ATTACHED TO

LOUVERS W/ # 12 x 1" S.M. SCREWS.

ATTACH TO STRUCTURE WITH

FASTENERS.

BLADE

12" CMU BEYOND

SCREEN

F1

AE102

STAINLESS STEEL FLASHING.

SLOPE (1) COURSE TO

PREVENT WATER PONDING

UNDER CAST STONE.

PROVIDE AIR CAVITY/WEEP

VENTS AT 24" MIN. O.C.

6" ALL THREAD DOWEL, 1" DIAMETER. FIELD

DRILL HOLE IN CMU 1/2" LARGER THAN

DOWEL DIAMETER. FILL WITH NON-SHRINK

GROUT TO SET DOWELS. POSITION DOWELS

AT 24" OC, MIN.

HIGH IMPACT PLASTIC

SETTING SHIMS AT 1/4

POINTS OF STONE BED IN

APPROVED SILICONE

SEALANT. APPLY SILICONE

SEALANT BETWEEN SHIMS.

DRAINAGE MAT

COMPRESSIBLE FILLER

1'-7 1/4"

AE402

F4

FULL BED

SEALANT

JOINT

CLEAN STONE

AIR BARRIER

ENGINEERED TRANSITION ASSEMBLY

SEAL, EXTEND OVER AIR BARRIER,

SEAL AT LOUVER.

FACTORY FORMED BULLNOSE ROUNDED

CORNERS AT ALL CORNERS EXPOSED IN

FINISHED WORK, TYPICAL.

ITEMS REMAINING IN SERVICE DURING CONSTRUCTION REQUIRING CONTRACTOR PROTECTION:

1. LOADING DOCK ACCESS: EXISTING LOADING DOCK ACCESS ROAD MUST REMAIN IN SERVICE

DURING THE ENTIRE CONSTRUCTION PERIOD FOR THIS PROJECT. COVER EXCAVATIONS DAILY W/

1-1/4” THICK ASTM A36 STEEL ROAD PLATES CAPABLE OF SUPPORTING H-20 TRUCK LOADS.

PROVIDE TEMPORARY PROVISIONS INCLUDING STEEL ROAD PLATES, PHASED TRENCH WORK,

FLAGMEN, AND CAUTION SIGNAGE.

2. 15KVA PRIMARY DUCT BANK: EXISTING 15KVA PRIMARY DUCT BANK MUST REMAIN IN SERVICE, PROTECTED, AND UNDISTURBED DURING THE PROJECT'S ENTIRE CONSTRUCTION PERIOD. INSTALL

SHEETING AND SHORING ALONG DUCT BANK EDGES ADJACENT TO CONSTRUCTION.

3. UNDERGROUND UTILITIES: UNDERGROUND UTILITIES IN PLAN SOUTH AREA OF THE PROJECT

AREA SHALL REMAIN IN SERVICE FOR THE PROJECT DURATION, WITHOUT DISTURBANCE. ALL

REQUESTED MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL SHUTDOWNS SHALL BE

REQUESTED FROM, COORDINATED WTH, AND APPROVED BY THE VA-COR. SHUTDOWN REQUESTS

MUST PROVIDE WRITTEN PLAN DESCRIBING AFFECTED UTILITIES, DURATION, AND SAFETY

PRECAUTIONS (ACTIVITY HAZARD ANALYSES--SEE SPEC SECTION 013526). SUBMIT WRITTEN

SHUTDOWN REQUESTS TO VA-COR NOT LESS THAN 14 CALENDAR DAYS PRIOR TO THE REQUESTED

SHUTDOWN.

WATERPROOFING

BARRIER

WATERPROOFING

BARRIER

UPTURNED VAPOR BARRIER AT

SLAB EDGE.

WATERPROOFING

BARRIER,

TERMINATE AT

FOOTING BASE

SILL CMU, TYPICAL

AT ALL SILL

CONDITIONS

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text Affairs

AutoCAD SHX Text Date

AutoCAD SHX Text Project Number

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text Building Number

AutoCAD SHX Text Reviewed

AutoCAD SHX Text AutoCAD File Name

AutoCAD SHX Text Const. Contract No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Veterans

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Project Title

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Department of Veterans Affairs

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text Date

AutoCAD SHX Text By

AutoCAD SHX Text

AutoCAD SHX Text Revisions

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BC

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

REVISION NO.

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

CONCRETE SHEAR WALL

AutoCAD SHX Text

SEE COVER SHEET FOR COORDINATION NOTES.

AutoCAD SHX Text Recommended Approvals:

AutoCAD SHX Text

1. MEDICAL DIRECTOR

AutoCAD SHX Text

6. OPERATIONS SERVICE LINE MANAGER

AutoCAD SHX Text

7. INFECTION CONTROL MANAGER

AutoCAD SHX Text

2. ASSOCIATE DIRECTOR

AutoCAD SHX Text

8. SAFETY MANAGER

AutoCAD SHX Text

3. CHIEF OF STAFF

AutoCAD SHX Text

4. ASSOC. DIRECTOR

AutoCAD SHX Text

9. GENERAL ENGINEER

AutoCAD SHX Text

5. SERVICE LINE MGRS.

AutoCAD SHX Text

10. COR

AutoCAD SHX Text Architect/Engineer Address

AutoCAD SHX Text

WWW.HARRELLDG.COM

AutoCAD SHX Text F 704.321.0833

AutoCAD SHX Text P 704.814.1320

AutoCAD SHX Text

CHARLOTTE, NC 28227

AutoCAD SHX Text

8016 TOWER POINT DRIVE

AutoCAD SHX Text

COPYRIGHT HARRELL DESIGN GROUP, PC

AutoCAD SHX Text c

AutoCAD SHX Text

AutoCAD SHX Text

HDG PROJECT # 17011

AutoCAD SHX Text

NO PIPING OR DUCTWORK SHALL BE ROUTED THROUGH ELECTRICAL AND/OR DATA ROOMS.

AutoCAD SHX Text HATCHING INDICATES AREAS OUTSIDE PRIMARY PROJECT LIMITS. SOME PROJECT LIMITS. SOME ACCESSORY WORK WILL OCCUR IN SHADED AREAS. REFER TO ALL DISCIPLINE DRAWINGS FOR COMPLETE SCOPE.

AutoCAD SHX Text

SYMBOL LEGEND

AutoCAD SHX Text

COORDINATION DRAWINGS

AutoCAD SHX Text

NORTHPORT VA MEDICAL CENTER

AutoCAD SHX Text

NORTHPORT, NY 11768

AutoCAD SHX Text

79 MIDDLEVILLE ROAD

AutoCAD SHX Text

AutoCAD SHX Text

GENERAL SHEET NOTES

AutoCAD SHX Text

KEYPLAN

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

NW

AutoCAD SHX Text

SW

AutoCAD SHX Text

NE

AutoCAD SHX Text

SE

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

AREA OF WORK

AutoCAD SHX Text

1-HOUR FIRE RATED WALL

AutoCAD SHX Text

NEW WALL

AutoCAD SHX Text EXISTING WALL, DOOR, WINDOW, MILLWORK, FIXTURE OR OTHER FIXTURE OR ASSEMBLY TO BE REMOVED..

AutoCAD SHX Text EXISTING WALL, DOOR, WINDOW, MILLWORK, FIXTURE OR OTHER FIXTURE OR ASSEMBLY TO REMAIN..

AutoCAD SHX Text

2-HOUR FIRE/SMOKE RATED WALL

AutoCAD SHX Text

SMOKE TIGHT WALL

AutoCAD SHX Text

3-HOUR FIRE/SMOKE RATED WALL

AutoCAD SHX Text

GG

AutoCAD SHX Text

LK

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text

FOUNDATION DETAIL

AutoCAD SHX Text F1

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text

PARAPET DETAIL

AutoCAD SHX Text C1

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text

PREFABRICATED ROOF

AutoCAD SHX Text

STAIR SECTION

AutoCAD SHX Text C5

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text

LOUVER DETAILS - SILL

AutoCAD SHX Text F5

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text

LOUVER DETAILS - HEAD

AutoCAD SHX Text E5

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text

BASE DETAIL @ KNOCKOUT PANEL

AutoCAD SHX Text F7

8"

1/

2"

1'-11 7/8"

6" ALL THREAD DOWEL, 1"

DIAMETER.

SCREWS AT 12" O.C.

FRAME

PLATE

NYLON SPACER

@ 12" O.C.

2-HR BARRIER

ANCHORS @ 24" O.C.

2-HR FIRE BARRIER

ANCHOR

@12" O.C.

PLATEFRAME

EXIST. SLAB

EXIST. WALL

1"

6"

2" 2"

2 5/8" 2"

4 5/8"

1"

2"

ANCHOR

@16" O.C.

BASIS OF

DESIGN MM

SYSTEMS

VSS-200

WALL/CORNER

EXPANSION

JOINT

MOD.

FRAME

INTERIOR

SEAL ANCHOR

@ 16" O.C.

DN DN

GALVANIZED STEEL STAIR W/ PAINTED

GALVANIZED STEEL TREADS.

HSS BRACING.

HSS 4x4 POST WITH CAP PLATE.

REMOVABLE SHEET METAL

COUNTER-FLASHING W/

GASKETED FASTENERS 8" O.C.

(MIN. 2 PER SIDE) AND

CONTINUOUS SEALANT.

FIRE RETARDANT TREATED

WOOD BLOCKING, TYP.

SINGLE-PLY ROOF MEMBRANE ON 1/2"

GYPSUM COVER BOARD ON

POLYISOCYANURATE INSULATION ON

VAPOR BARRIER ON EXISTING CONCRETE

DECK. (MEMBRANE THICKNESS VARIES)

CONNECT HSS 4x4 POST TO

EXISTING CONCRETE SLAB W/

STEEL PLATE AND ANCHORS

UPGRADE EMERGENCY

632-16-101

NOVEMBER 9, 2023

GENERATORS

H A R R E L L

DESIGN GROUP, PC

FULLY SPRINKLERED

BID DOCUMENTS

ARCHITECTURAL

DETAILS

AE402

TREATED 2X

STEEL ANGLE - SEE STRUCTURAL DWGS

CONC ON ROOF DECK - SEE STRUCTURAL DWGS

STEEL - SEE STRUCTURAL DWGS

RIGID ROOF

INSULATION

TPO ROOF

MEMBRANE

EXISTING EXTERIOR

MASONRY WALL

REGLET

SEALANT

EXPANSION JOINT COVER

INSULATION

CANT

X

FLASHING MEMBRANE

RAISED CURB

RIGID INSULATION

COUNTERFLASHING

TREATED WOOD NAILER

FASTENERS

1'' MINIMUM BELOW TOP OF CURB

MECHANICAL UNIT, HOOD, ETC.

BASE OF UNIT EXTENDS 1/2'' MINIMUM

BEYOND TOP OF CURB

SEALING MATERIAL - MUST BE

CONTINUOUS ON TOP OF THE CURB

CUT EDGE SEALANT

TPO CUSTOM

CURB FLASHING

TPO MEMBRANE

2" MIN. HAND WELD AT JOINING

LAP OF CURB FLASHING (TYP.)

CURB

CUT EDGE SEALANT

VERTICAL T-JOINT COVER - TYP.

PRESSURE TREATED

WOOD NAILER

SEALING MATERIAL

SEAM PLATES

AND FASTENERS

ROOF INSULATION

FLASHING

MEMBRANE

REMOVABLE SHEET METAL

COUNTERFLASHING

GASKETED

FASTENERS

PREMANUFACTURED

RAISED CURB

FULLY ADHERED TPO

ROOFING SYSTEMWOOD NAILERS AND

CANT STRIP

COVER BOARD

COMPOSITE SLAB

TPO CUSTOM

CURB FLASHING

PRE-FINISHED FLASHING

SEALANT

RAKE EXISTING MORTAR TO

INSERT LEAD WEDGE

9" M

IN

.4"

M

IN

LA

P

CONC ON

METAL DECK

RIGID ROOF

INSULATION

TPO ROOF

MEMBRANE

EXISTING EXTERIOR

MASONRY WALL

PRECAST COPING

SECTION ANCHORED

TO BOND BEAM - SEE

DETAIL C1/AE401

APPLY FLASHING ON

EXIST. WALL AND ONTO

PARAPET UNDER METAL

UNDER METAL FLASHING

METAL PARAPET FLASHING

SEE WALL SECTION

C1/AE401

2"

EXISTING

WALL

NEW ROOF INSULATED CANT

THRU-WALL FLASHING

WEEPS

STEEL PLATE - SEE

STRUCTURAL DWGS

2" RIGID INSULATION

2" AIR GAP

BRICK VENEER

MORTAR NET

VAPOR BARRIER

STEEL ANGLE - SEE

STRUCTURAL DWGS

STEEL ANGLE &

BOLT - SEE

STRUCTURAL DWGS

STEEL TUBE - SEE

STRUCTURAL DWGS

SEE F1/AE401 FOR

WALL CONSTRUCTION

NEW CONCRETE WALL

PER STRUCTURAL

DRAWINGS

EXISTING AREAWAY

ITEMS REMAINING IN SERVICE DURING CONSTRUCTION REQUIRING CONTRACTOR PROTECTION:

1. LOADING DOCK ACCESS: EXISTING LOADING DOCK ACCESS ROAD MUST REMAIN IN SERVICE

DURING THE ENTIRE CONSTRUCTION PERIOD FOR THIS PROJECT. COVER EXCAVATIONS DAILY W/

1-1/4” THICK ASTM A36 STEEL ROAD PLATES CAPABLE OF SUPPORTING H-20 TRUCK LOADS.

PROVIDE TEMPORARY PROVISIONS INCLUDING STEEL ROAD PLATES, PHASED TRENCH WORK,

FLAGMEN, AND CAUTION SIGNAGE.

2. 15KVA PRIMARY DUCT BANK: EXISTING 15KVA PRIMARY DUCT BANK MUST REMAIN IN SERVICE, PROTECTED, AND UNDISTURBED DURING THE PROJECT'S ENTIRE CONSTRUCTION PERIOD. INSTALL

SHEETING AND SHORING ALONG DUCT BANK EDGES ADJACENT TO CONSTRUCTION.

3. UNDERGROUND UTILITIES: UNDERGROUND UTILITIES IN PLAN SOUTH AREA OF THE PROJECT

AREA SHALL REMAIN IN SERVICE FOR THE PROJECT DURATION, WITHOUT DISTURBANCE. ALL

REQUESTED MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL SHUTDOWNS SHALL BE

REQUESTED FROM, COORDINATED WTH, AND APPROVED BY THE VA-COR. SHUTDOWN REQUESTS

MUST PROVIDE WRITTEN PLAN DESCRIBING AFFECTED UTILITIES, DURATION, AND SAFETY

PRECAUTIONS (ACTIVITY HAZARD ANALYSES--SEE SPEC SECTION 013526). SUBMIT WRITTEN

SHUTDOWN REQUESTS TO VA-COR NOT LESS THAN 14 CALENDAR DAYS PRIOR TO THE REQUESTED

SHUTDOWN.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text Affairs

AutoCAD SHX Text Date

AutoCAD SHX Text Project Number

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text Building Number

AutoCAD SHX Text Reviewed

AutoCAD SHX Text AutoCAD File Name

AutoCAD SHX Text Const. Contract No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Veterans

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Project Title

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Department of Veterans Affairs

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text Date

AutoCAD SHX Text By

AutoCAD SHX Text

AutoCAD SHX Text Revisions

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BC

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

REVISION NO.

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

CONCRETE SHEAR WALL

AutoCAD SHX Text

SEE COVER SHEET FOR COORDINATION NOTES.

AutoCAD SHX Text Recommended Approvals:

AutoCAD SHX Text

1. MEDICAL DIRECTOR

AutoCAD SHX Text

6. OPERATIONS SERVICE LINE MANAGER

AutoCAD SHX Text

7. INFECTION CONTROL MANAGER

AutoCAD SHX Text

2. ASSOCIATE DIRECTOR

AutoCAD SHX Text

8. SAFETY MANAGER

AutoCAD SHX Text

3. CHIEF OF STAFF

AutoCAD SHX Text

4. ASSOC. DIRECTOR

AutoCAD SHX Text

9. GENERAL ENGINEER

AutoCAD SHX Text

5. SERVICE LINE MGRS.

AutoCAD SHX Text

10. COR

AutoCAD SHX Text Architect/Engineer Address

AutoCAD SHX Text

WWW.HARRELLDG.COM

AutoCAD SHX Text F 704.321.0833

AutoCAD SHX Text P 704.814.1320

AutoCAD SHX Text

CHARLOTTE, NC 28227

AutoCAD SHX Text

8016 TOWER POINT DRIVE

AutoCAD SHX Text

COPYRIGHT HARRELL DESIGN GROUP, PC

AutoCAD SHX Text c

AutoCAD SHX Text

AutoCAD SHX Text

HDG PROJECT # 17011

AutoCAD SHX Text

NO PIPING OR DUCTWORK SHALL BE ROUTED THROUGH ELECTRICAL AND/OR DATA ROOMS.

AutoCAD SHX Text HATCHING INDICATES AREAS OUTSIDE PRIMARY PROJECT LIMITS. SOME PROJECT LIMITS. SOME ACCESSORY WORK WILL OCCUR IN SHADED AREAS. REFER TO ALL DISCIPLINE DRAWINGS FOR COMPLETE SCOPE.

AutoCAD SHX Text

SYMBOL LEGEND

AutoCAD SHX Text

COORDINATION DRAWINGS

AutoCAD SHX Text

NORTHPORT VA MEDICAL CENTER

AutoCAD SHX Text

NORTHPORT, NY 11768

AutoCAD SHX Text

79 MIDDLEVILLE ROAD

AutoCAD SHX Text

AutoCAD SHX Text

GENERAL SHEET NOTES

AutoCAD SHX Text

KEYPLAN

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

NW

AutoCAD SHX Text

SW

AutoCAD SHX Text

NE

AutoCAD SHX Text

SE

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

AREA OF WORK

AutoCAD SHX Text

1-HOUR FIRE RATED WALL

AutoCAD SHX Text

NEW WALL

AutoCAD SHX Text EXISTING WALL, DOOR, WINDOW, MILLWORK, FIXTURE OR OTHER FIXTURE OR ASSEMBLY TO BE REMOVED..

AutoCAD SHX Text EXISTING WALL, DOOR, WINDOW, MILLWORK, FIXTURE OR OTHER FIXTURE OR ASSEMBLY TO REMAIN..

AutoCAD SHX Text

2-HOUR FIRE/SMOKE RATED WALL

AutoCAD SHX Text

SMOKE TIGHT WALL

AutoCAD SHX Text

3-HOUR FIRE/SMOKE RATED WALL

AutoCAD SHX Text

GG

AutoCAD SHX Text

LK

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text

EXPANSION JOINT DETAIL

AutoCAD SHX Text C7

AutoCAD SHX Text

FLASHING DETAIL

AutoCAD SHX Text

CURB SECTION

AutoCAD SHX Text

CURB ISOMETRIC

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NONE

AutoCAD SHX Text

MECHANICAL EQUIPMENT CURB DETAILS

AutoCAD SHX Text C4

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NONE

AutoCAD SHX Text

FLASHING DETAIL: NEW

AutoCAD SHX Text

ROOF AT EXISTING WALL

AutoCAD SHX Text C1

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text

PRECAST COPING DETAIL

AutoCAD SHX Text E3

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text

HEAD DETAIL AT

AutoCAD SHX Text

GROUND FACE CMU

AutoCAD SHX Text F3

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text

NEW PARAPET AT

AutoCAD SHX Text

EXISTING WALL DETAIL

AutoCAD SHX Text F1

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text

WALL SECTION AT

AutoCAD SHX Text

NEW AREAWAY WALL

AutoCAD SHX Text F7

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NONE

AutoCAD SHX Text

EXPANSION JOINT AT

AutoCAD SHX Text

WALL AND CORNER

AutoCAD SHX Text F5

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text

ROOF STAIR FOOT ANCHOR (TYP.)

AutoCAD SHX Text F4

DOOR TYPES

FRAME TYPES

SOUND RATED

1 2 A

T, 90 MIN.xx

DOOR SYMBOL

PANEL TYPE

FRAME TYPE

DOOR RATING*

DOOR SIZE DOOR MODIFICATION

DOOR RATINGS

UL LABEL RATING (HRS) RATING (MIN.) MAX. GLASS AREA

A 3 HR 180 MIN. 100 SQUARE INCHES PER LEAF

B 1 1/2 HR 90 MIN. 100 SQUARE INCHES PER LEAF

C 3/4 HR 45 MIN. 1296 SQUARE INCHES PER LEAF

D 1 1/2 HR 90 MIN. REFER TO LOCAL CODES

E 3/4 HR 45 MIN. REFER TO LOCAL CODES

1/3 HR 20 MIN. 1296 SQUARE INCHES PER LEAF

S SMOKE SMOKE

UL LABELS D AND E ARE FOR EXTERIOR DOORS THAT ARE SUBJECT TO FIRE HAZARDS FROM

THE OUTSIDE OF THE DOOR.

HW SET

*NR = NOT RATED

FRAME TYPE 1

2"

SCHEDULED

FRAME

WIDTH

2"

1/2" 1/2"

3/ 8"

2" 5/

8"

FRAME TYPE 2

1/ 2"

1/ 2"

SC

H

ED

U

LE

D

FR

AM

E W

ID

TH

3/8"

3/8" 5/8"

5/8"

EQ

2"

EQ

1/2"1/2"

SCHEDULED

FRAME

WIDTH

3/ 8"

2 5/ 8"2"

JAMB HEADJAMB

UPGRADE EMERGENCY

632-16-101

NOVEMBER 9, 2023

GENERATORS

H A R R E L L

DESIGN GROUP, PC

FULLY SPRINKLERED

BID DOCUMENTS

DOOR SCHEDULE

& DETAILS

AE601

DOOR SCHEDULE

DOOR DOOR PANELS DOOR FRAME

RATING HW REMARKS

FRAME /

HEAD

DETAIL

SILL

DETAIL

FRAME /

JAMB

DETAILNUMBER SIZE

PAIR /

UNEQUAL

PAIR TYPE MAT'L TYPE MAT'L

1A

GENERAL SHEET NOTES

NA

EQ

20 HM 1 [AE601/C1] SH-13 H3 [AE601/F4]CR

A. CONTRACTOR IS RESPONSIBLE FOR COORDINATING DOORS, DOOR FRAMES, AND HARDWARE.

B. HARDWARE SUPPLIER IS RESPONSIBLE FOR BUILDING CODE AND FIRE RATED DOOR REQUIREMENTS.

C. ALL FIRE RATED DOORS SHALL HAVE APPLIED U.L. LABEL ON HINGE SIDE. IF DOOR IS RATED, THEN FRAME ALSO REQUIRES MATCHING UL LABEL.

D. FRAME SIZES TO BE COORDINATED WITH PARTITION WIDTHS ON THE JOB SITE BY CONTRACTOR.

E. ALL DOORS REQUIRE BEVELED EDGES. BEVEL RADIUS 1/8 INCH MIN, TYP. ALL DOORS 1-3/4" THICK AND 7'-0" HIGH UNLESS NOTED OTHERWISE.

F. AFTER INSTALLATION OF EACH HOLLOW METAL DOOR FRAME, MARK THE ROOM NUMBER ON THE INTERIOR AND EXTERIOR OF THE FRAME WITH INK THAT WILL NOT

BE VISIBLE AFTER THE SPECIFIED FINISHING IS COMPLETED.

G. ALL FRAMES ARE HOLLOW METAL UNLESS NOTED OTHERWISE.

H. ALL HARDWARE, SWITCH PLATES, AND OUTLET PLATES WITH MATCHING FASTENERS TO USE ANTIMICROBIAL COPPER IN BASE BID. FOR A DEDUCT ALTERNATE ALL

ITEMS WILL USE 304 STAINLESS STEEL.

I. STANDARD DOOR UNDERCUT TO BE 1/2" (3/4" MAXIMUM) FROM FINISHED SURFACE OF HIGHEST ADJACENT FLOOR / THRESHOLD.

CR

CR

SH-13

12J

20EQ

EQ

SS

ZN*

Z

II

1B 11A1 11A2 11B

DOOR MODIFICATIONS (APPLICATION CODES)

A LAMINATED GLAZING

ADO AUTOMATIC DOOR OPERATOR

CR CARD READER

D DOUBLE GLAZED TEMPERED GLASS

DA PIVOT HINGE AND EMERGANCY DOOR STOP

DG: GLAZING (DOOR)

DS: SECURITY (DOOR)

'F' GLASS FIRE RATED GLAZING

H ELECTRIC HOLD

L LOUVER

LP LIGHT PROOF LOUVER

M MECHANICAL SEAL FOR LIGHT PROOF AND

SOUND RETARDING DOOR

T TEMPERED GLASS

U UNDERCUT 3/4"

V LEAD GLASS

W WIRE GLASS

SD SLIDING DOOR (SEE PLAN FOR CLEAR OPENING)

SL SLOPED TOP AND 3" LATCH SIDE GAP

VP VISION PANEL

DOOR NOTES:

1. ALL DOORS SHALL BE FLUSH - 1 3/4" THICK

UNLESS NOTED OTHERWISE

2. EVEN NUMBERS ARE METAL; ODD NUMBER

ARE SOLID CORE WOOD.

3. PAIRS OF LETTERS INDICATE PAIRS OF

DOORS, i.e. "MM, SS, ZZ, ETC."

HM

HM

HM

HM

HM

HM

HM

HM

HM

M

L

K

J

I

H

G

F

E

D

C

B

A

DOOR SIZES

MK

WIDTH

1'-6"

2'-0"

2'-2"

2'-4"

2'-6"

2'-8"

2'-10"

3'-0"

3'-2"

3'-4"

3'-8"

3'-10"

1'-6"

IN [mm]

[457]

[610]

[660]

[711]

[762]

[813]

[864]

[914]

[965]

[1016]

[1118]

[1168]

[457]

HEIGHT

IN [mm]

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

7'-8"

[2032]

[2032]

[2032]

[2032]

[2032]

[2032]

[2032]

[2032]

[2032]

[2032]

[2032]

[2032]

[2337]

MK

WIDTH

IN [mm]

HEIGHT

IN [mm]

N

O

P

Q

R

S

T

U

V

W

X

Y

Z

[914]

[1219]

[1168]

[1118]

[1067]

[1016]

[914]

[813]

[762]

[711]

[660]

[610]2'-0"

2'-2"

2'-4"

2'-6"

2'-8"

3'-0"

3'-4"

3'-6"

3'-10"

3'-8"

4'-0"

3'-0"

[2134]7'-0"

[2134]7'-0"

[2134]7'-0"

[2134]7'-0"

[2134]7'-0"

[2134]7'-0"

[2134]7'-0"

[2134]7'-0"

[2134]7'-0"

[2134]7'-2"

[2134]7'-0"

8'-0" [2438]

120 MIN.

180 MIN.

SH-13

12J

9'-10"[1177]4'-0" [2997]

180 MIN.

A. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION ON

MATERIALS AND FINISHES.

1 [AE601/C1]

1 [AE601/C1]

3 [AE601/C1]

1 [AE601/C1]

H3 [AE601/F4]

H5 [AE601/B6]

H1 [AE601/F4]

T3 [AE601/F8]

T3 [AE601/F8]

J3 [AE601/F6]

J3 [AE601/F6]

J5 [AE601/B8]

J1 [AE601/F6]

NOT RATED

NOT RATED

1 4'-0" [1219] 7'-2" [2134]

ITEMS REMAINING IN SERVICE DURING CONSTRUCTION REQUIRING CONTRACTOR PROTECTION:

1. LOADING DOCK ACCESS: EXISTING LOADING DOCK ACCESS ROAD MUST REMAIN IN SERVICE

DURING THE ENTIRE CONSTRUCTION PERIOD FOR THIS PROJECT. COVER EXCAVATIONS DAILY W/

1-1/4” THICK ASTM A36 STEEL ROAD PLATES CAPABLE OF SUPPORTING H-20 TRUCK LOADS.

PROVIDE TEMPORARY PROVISIONS INCLUDING STEEL ROAD PLATES, PHASED TRENCH WORK,

FLAGMEN, AND CAUTION SIGNAGE.

2. 15KVA PRIMARY DUCT BANK: EXISTING 15KVA PRIMARY DUCT BANK MUST REMAIN IN SERVICE, PROTECTED, AND UNDISTURBED DURING THE PROJECT'S ENTIRE CONSTRUCTION PERIOD. INSTALL

SHEETING AND SHORING ALONG DUCT BANK EDGES ADJACENT TO CONSTRUCTION.

3. UNDERGROUND UTILITIES: UNDERGROUND UTILITIES IN PLAN SOUTH AREA OF THE PROJECT

AREA SHALL REMAIN IN SERVICE FOR THE PROJECT DURATION, WITHOUT DISTURBANCE. ALL

REQUESTED MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL SHUTDOWNS SHALL BE

REQUESTED FROM, COORDINATED WTH, AND APPROVED BY THE VA-COR. SHUTDOWN REQUESTS

MUST PROVIDE WRITTEN PLAN DESCRIBING AFFECTED UTILITIES, DURATION, AND SAFETY

PRECAUTIONS (ACTIVITY HAZARD ANALYSES--SEE SPEC SECTION 013526). SUBMIT WRITTEN

SHUTDOWN REQUESTS TO VA-COR NOT LESS THAN 14 CALENDAR DAYS PRIOR TO THE REQUESTED

SHUTDOWN.

H1 [AE601/F4] J1 [AE601/F6]

UNEQUAL CR, N* IS 9'-10" HEIGHT DOOR LEAF

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text

2" OR 4"

AutoCAD SHX Text

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text

SEE SCHED.

AutoCAD SHX Text

SEE SCHED.

AutoCAD SHX Text

FULLY RABBETED HOLLOW METAL DOUBLE LEAF FRAME

AutoCAD SHX Text

HOLLOW METAL DOUBLE EGRESS INTERIOR FRAME

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text 2"

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text

SEE SCHED.

AutoCAD SHX Text

FULLY RABBETED HOLLOW METAL SINGLE LEAF FRAME

AutoCAD SHX Text H1

AutoCAD SHX Text

EXISTING CMU WALL

AutoCAD SHX Text

CONTINUOUS CAULK AROUND FRAME, BOTH SIDES

AutoCAD SHX Text

HOLLOW METAL FRAME, GROUTED SOLID, PAINTED

AutoCAD SHX Text

DOOR, SEE DOOR SCHEDULE

AutoCAD SHX Text q

AutoCAD SHX Text J3

AutoCAD SHX Text

EXTERIOR WALL, SEE PLANS FOR SIZE

AutoCAD SHX Text

CONTINUOUS SEALANT AROUND FRAME, BOTH SIDES

AutoCAD SHX Text

HOLLOW METAL FRAME, 8-3/4" DEEP, GROUTED SOLID, PAINTED

AutoCAD SHX Text

DOOR, SEE DOOR SCHEDULE

AutoCAD SHX Text

JAMB ANCHOR

AutoCAD SHX Text

THRESHOLD BELOW, SEE DOOR SCHEDULE

AutoCAD SHX Text T3

AutoCAD SHX Text

DOOR, AS SCHEDULED

AutoCAD SHX Text

SET THRESHOLD IN FULL BED OF SEALANT AND ANCHOR TO CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

METAL THRESHOLD, AS SCHEDULED IN HW SETS

AutoCAD SHX Text q

AutoCAD SHX Text

INTERIOR

AutoCAD SHX Text

EXTERIOR

AutoCAD SHX Text H3

AutoCAD SHX Text q

AutoCAD SHX Text

CMU, SEE PLANS FOR SIZE

AutoCAD SHX Text

CMU BOND BEAM

AutoCAD SHX Text

CONTINUOUS SEALANT AROUND FRAME, BOTH SIDES

AutoCAD SHX Text

HOLLOW METAL FRAME, 8-3/4" DEEP, GROUTED SOLID, PAINTED

AutoCAD SHX Text

CAVITY DRAINAGE MATERIAL

AutoCAD SHX Text

BITUMINOUS SHEET WATERPROOFING

AutoCAD SHX Text

THROUGH-WALL FLASHING, MINIMUM 8" VERTICAL

AutoCAD SHX Text

WEEPS 24" OC

AutoCAD SHX Text

GALVANIZED STEEL ANGLE, PRIMED, PAINTED

AutoCAD SHX Text

DOOR, SEE DOOR SCHEDULE

AutoCAD SHX Text J1

AutoCAD SHX Text

EXIST. CMU WALL

AutoCAD SHX Text

CONTINUOUS CAULK AROUND FRAME, BOTH SIDES

AutoCAD SHX Text

HOLLOW METAL FRAME, GROUTED SOLID, PAINTED

AutoCAD SHX Text

DOOR, SEE DOOR SCHEDULE

AutoCAD SHX Text

JAMB ANCHOR

AutoCAD SHX Text q

AutoCAD SHX Text H5

AutoCAD SHX Text q

AutoCAD SHX Text

EXISTING CMU

AutoCAD SHX Text

CONTINUOUS SEALANT AROUND FRAME, BOTH SIDES

AutoCAD SHX Text

HOLLOW METAL FRAME, 8-3/4" DEEP, GROUTED SOLID, PAINTED

AutoCAD SHX Text

EXISTING AIR SPACE

AutoCAD SHX Text

EXISTING BRICK

AutoCAD SHX Text

GALVANIZED STEEL ANGLE, PRIMED, PAINTED

AutoCAD SHX Text

DOOR, SEE DOOR SCHEDULE

AutoCAD SHX Text J5

AutoCAD SHX Text

EXISTING EXTERIOR WALL

AutoCAD SHX Text

CONTINUOUS SEALANT AROUND FRAME, BOTH SIDES

AutoCAD SHX Text

HOLLOW METAL FRAME, 8-3/4" DEEP, GROUTED SOLID, PAINTED

AutoCAD SHX Text

DOOR, SEE DOOR SCHEDULE

AutoCAD SHX Text

JAMB ANCHOR

AutoCAD SHX Text

THRESHOLD BELOW, SEE DOOR SCHEDULE

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text Affairs

AutoCAD SHX Text Date

AutoCAD SHX Text Project Number

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text Building Number

AutoCAD SHX Text Reviewed

AutoCAD SHX Text AutoCAD File Name

AutoCAD SHX Text Const. Contract No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Veterans

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Project Title

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Department of Veterans Affairs

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text Date

AutoCAD SHX Text By

AutoCAD…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .