03 1200392 VA Bldg 20 ARCH 05 13 2021 Part 2.pdf

5 6 7 8 9 10 11 12 13 144 15

NEW HANDRAIL TO BE INSTALLED

TO MATCH EXISTING RAILINGS AT

UPPER LEVELS (AT WALL BEYOND)

NEW HANDRAIL AND BALUSTERS TO BE FABRICATED

AND INSTALLED TO ACHIEVE AN OVERALL RAILING

HEIGHT OF 42" A.F.F (MATCH IN KIND TO EXISTING AT

UPPER FLOOR)1

5 6 7 8 9 10 11 12 13 144 15

E4

A-401

EXISTING NEWEL POSTS TO BE

REMOVED, RESTORED AND

REUSED

EXISTING RAILING REMOVED

AND DISPOSED

EXISTING WOOD STAIRS TO BE

REPAIRED TO MATCH EXISTING.

A .F

.F

1' - 0"

NEW HANDRAIL TO BE INSTALLED

TO MATCH EXISTING RAILINGS AT

UPPERLEVELS (AT WALL BEYOND)

EXISTING WOOD STAIRS TO

BE

REPAIRED TO MATCH

EXISTING.

42" A.F.F. 42" A.F.F.

NEW BALUSTERS TO BE FABRICATED AND

INSTALLED TO ACHIEVE AN OVERALL

RAILING HEIGHT OF 42" A.F.F (MATCH IN

KIND TO EXISTING AT UPPER FLOOR)

NEW HANDRAIL TO BE FABRICATED AND INSTALLED

TO ACHIEVE AN OVERALL RAILING HEIGHT OF 42"

A.F.F (MATCH IN KIND TO EXISTING AT UPPER

FLOOR)

EQ

EQ

1' - 0"

NEW HANDRAIL

(TO MATCH UPPER

FLOORS)

NEW BALUSTER

NEW BALUSTER TO

BE DOVETAILED INTO

TREAD

HANDRAIL HEIGHT

42" TO A.F.F.

V.I.F.

EXISTING TREAD

RETURN

EXISTING FACE

STRINGER

1' - 0"

42" A.F.F.

NEW HANDRAIL TO BE INSTALLED TO

MATCH EXISTING RAILINGS AT UPPER

LEVELS (AT WALL BEYOND)

NOTES:

1. NEW REPLACEMENT WOOD ELEMENTS TO

MATCH ORIGINAL TYPE, COLOR, SHAPE/ PROFILE,

AND SIZE.

2. ALL WOOD ELEMENTS DEEMED DAMAGED TO BE

REPLACED AND ASSOCIATED ACCESSORIES

REPLACED.

3. VERIFY MATCH OF NEW FINISH MATERIALS TO

EXISTING IN COLOR TEXTURE, THICKNESS, CUT,

ETC. TO THE STANDARD OF PRIOR TO

INSTALLATIONS.

4. SURFACES SHALL BE PREPARED TO RECEIVE

NEW SCHEDULED FINISHES BY GRINDING,

SCRAPING, FILLING, PATCHING, LEVELING, ETC.

AS REQUIRED (REFER TO INTERIOR DESIGN

DOCUMENTS).

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-401

ENLARGED PLAN, ELEVATION AND

SECTION OF INTERIOR STAIRS

HMPRKP

SCALE: 3/4" = 1'-0"B1

PLAN OF EXISTING STAIR (BASEMENT TO 1ST FLOOR)

SCALE: 3/4" = 1'-0"D1

PLAN OF NEW STAIR (BASEMENT TO 1ST FLOOR)

SCALE: 3/4" = 1'-0"B4

ELEVATION OF EXISTING STAIR ( (BASEMENT TO 1ST FLOOR)

SCALE: 3/4" = 1'-0"F1

ELEVATION OF NEW STAIR (BASEMENT TO 1ST FLOOR )

SCALE: 3/4" = 1'-0"E4

SECTION OF NEW STAIR (BASEMENT TO 1ST FLOOR )

SCALE: 1 1/2" = 1'-0"B9

SECTION OF NEW HANDRAIL

SCALE: 3/4" = 1'-0"E9

ELEVATION AT NEW STAIR

1. FIELD VERIFY ALL DIMENSIONS

2. CATALOGUE, REMOVE, STORE REFURBISH AND REUSE THE EXISTING STAIR ELEMENTS I.E.,TOP HANDRAIL AND NEWEL POSTS AT INTERIOR STAIRS.

3. PROVIDE BLOCKING, FRAMING AND SHIMS AS NECESSARY TO INSTALL AND RESTORE STAIRS.

4. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED.

GENERAL NOTES

SCALE: = 1'-0"3/4"

0 1 2 31

SCALE: = 1'-0"1 1/2"

01 1

REVISIONS DATE

6 7 8 9 10 11 12 13 14 15 16

EXISTING RAILING

HEIGHT 32" - 36"

EXISTING RAILING

HEIGHT 32" - 36"

EXISTING TOP RAIL TO BE REMOVED,

RESTORED AND REUSED

EXISTING TOP RAIL TO BE

REMOVED AND REUSED

EXISTING RAIL (AT WALL

BEYOND) TO BE REMOVED

AND REUSED

EXISTING BALUSTERS OF THE BALUSTRADE

TO BE REMOVED AND DISCARDED

EXISTING NEWEL POSTS TO BE REMOVED,

MODIFIED, RESTORED AND REUSED

EXISTING NEWEL POSTS TO BE REMOVED,

MODIFIED AND REUSED

EXISTING CARPET TO BE

REMOVED AND DISPOSED

EXISTING BALUSTERS OF THE BALUSTRADE

TO BE REMOVED AND DISPOSED

EXISTING RAIL TO BE REMOVED,

RESTORED AND REUSED

OUTER STRINGER TO BE REMOVED,

RESTORED AND REUSED

WALL STRINGER TO BE REMOVED,

RESTORED AND REUSED

x 2 x x

HANDRAIL HEIGHT

42" A.F.F.

V.I.F.

HANDRAIL HEIGHT

42" A.F.F.

V.I.F.

NEW BALUSTRADES TO BE FABRICATED AND

INSTALLED TO ACHIEVE AN OVERALL RAILING

HEIGHT OF 42" A.F.F (MATCH IN KIND)

NEW BALUSTERS TO BE FABRICATED

AND INSTALLED TO ACHIEVE AN

OVERALL RAILING HEIGHT OF 42"

A.F.F (MATCH IN KIND)

NEW BALUSTERS TO BE FABRICATED AND

INSTALLED TO ACHIEVE AN OVERALL

RAILING HEIGHT OF 42" A.F.F

EQ EQ

HANDRAIL HEIGHT

42" AFF

V.I.F.

C. ELEVATION OF RAILINGS AT FIRST FLOORB. ELEVATION AND SECTION OF RAILINGS FROM SECOND FLOOR TO FIRST FLOOR

A. ELEVATION OF RAILINGS AT SECOND FLOOR

NOTES

1. ALL NEW INSTALLATIONS, REPAIR MATERIAL AND FINISHES SHALL

MATCH EXISTING.

2. PERFORM PREPARATION AND CLEANING PROCEDURES IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR EACH

CONDITION.

3. PATCH AND REPAIR ALL EXISTING SURFACES FOR THE

INSTALLATION OF NEW WORK AND/ OR UTILITIES, AS REQUIRED TO

MATCH ADJACENT SURFACES AND/ OR TO RECEIVE NEW

SCHEDULED FINISHES.

x x x

FIRST FLOOR SECOND FLOOR SECOND FLOOR (HALF)

NOTE: ALL NEWEL POSTS

ARE TO BE REMOVED,

RESTORED AND REUSED.

MODIFY THE BASE WITH THE

RESULT THAT THE OVERALL

HEIGHT OF THE EXISTING

RAILINGS ARE RAISED TO 42"

ABOVE FINISHED FLOOR

(A.F.F.). X REPRESENTS THE

MODIFIED HEIGHT

ADJUSTMENT TO BE MADE

TO EACH NEWEL POST BASE.

EXISTING RAILING

HEIGHT 32" - 36"

EXISTING RAILING TO BE

REMOVED AND REUSED

EXISTING CARPET TO BE

REMOVED AND DISPOSED

EXISTING WOOD STAIRS TO BE

REPAIRED TO MATCH EXISTING.

EXISTING WALL STRINGER

TO BE REMOVED, RESTORED

AND REUSED.

2 1_

2 1_

D. HANDRAIL PROFILE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-402

ENLARGED PLAN, ELEVATION AND

SECTION OF INTERIOR STAIRS

HMPRKP

SCALE: 3/4" = 1'-0"B1

PLAN OF EXISTING STAIR (1ST FLOOR TO 2ND FLOOR)

SCALE: N.T.S.F1

ELEVATION OF EXISTING STAIR (1ST FLOOR TO 2ND FLOOR)

SCALE: 3/4" = 1'-0"F5

SECTION AND ELEVATION OF NEW STAIR (1ST TO 2ND FLOOR)

SCALE: N.T.S.B5

ELEVATIONS OF NEW NEWEL POSTS AT NEW STAIR

SCALE: N.T.S.B8

SECTION OF EXISTING STAIR (1ST TO 2ND FLOOR)

1. FIELD VERIFY ALL DIMENSIONS

2. CATALOGUE, REMOVE, STORE REFURBISH AND REUSE THE EXISTING STAIR ELEMENTS I.E.,TOP HANDRAIL AND NEWEL POSTS.

3. PROVIDE BLOCKING, FRAMING AND SHIMS AS NECESSARY TO INSTALL AND RESTORE STAIRS.

4. EXISTING ARCHITECTURAL ELEMENTS SHOULD BE USED AS TEMPLATES FOR NEW WORK AND FOR RESTORATION OF ELEMENTS. ALL NEW AND RESTORATION

RELATED WORK SHOULD MATCH PROFILES OF EXISTING MATERIALS UNLESS OTHERWISE NOTED.

GENERAL NOTES

EXTERIOR FACADE

EXTENTS

ROOF EDGE

24' - 3"

12' - 7"

15' - 3"

32' - 6"

35' - 10"

NOTE: ALL DESIGNS SHOWN HERE ARE SUBJECT TO CHANGE PENDING FIELD VERIFICATION OF EXISTING CONDITIONS.

MEMORIAL AVENUE

V E

T E

R A

N S

S T

R E

E T

N

5' - 3"

6' - 0"

4' - 0"

6' - 0"

5' - 3"

4' TYPICAL

OPENING

12" 6' - 0" 6' - 0" 6' - 0"

INTERIOR

FIRST FLOOR

22" ∅ X 3' - 0"

DEEP, TYP X4

16" ∅ X 3' - 0"

DEEP, TYP X4

22" ∅ X 3' - 0"

DEEP, TYP X4

16" ∅ X 3' - 0"

DEEP, TYP X 2

16" ∅ X 3' - 0"

DEEP, TYP X 2

22" ∅ X 3' - 0"

DEEP, TYP X 4

DN

5' -3"

5' -3"

6' - 0" 12' - 3"

2' - 0"

4' TYPICAL

OPENING

5' - 3"

6' - 0"

4' - 0"

6' - 0"

5' - 3"

INTERIOR

SCEOND FLOOR

3' - 7"

MINIMUM

3' - 7"

MINIMUM

3' - 0"

1' - 0"

TOP RAIL

TOP SECOND RAIL

26' - 6"

32' - 6" 2' - 0"

4' TYPICAL

OPENING

12 EQUAL

RISERS AT

7' - 3"

13 EQUAL

RISERS AT

7' - 10"

12 EQUAL

RISERS AT

7' - 3"

13 EQUAL

RISERS AT

7' - 10"

1' - 0"6' - 0"6' - 0"6' - 0"5' - 3"

24' - 3"

36"

HANDRAIL

42"

GUARDRAIL

63 - 7/8"

55 - 5/8" DECK WIDTH

EXTRUDED

ALUMINUM NON- SLIP

DECKING

48" CLEARANCE

2 1/4"

59 - 7/8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-403

ENLARGED PLAN, EXTERIOR STAIR, &

ADA RAMP DETAILS

HMPRKP

SCALE: = 1'-0"3/4"

0 1 2 31

SCALE: = 1'-0"

0 4 84

1/4"

SCALE: N.T.S.

C1

PLAN OF THE EXTERIOR EGRESS STAIR AND ADA RAMP

SCALE: 1/4" = 1'-0"

C5

ENLARGED FIRST FLOOR PLAN OF THE EGRESS ADA RAMP AND STAIR

SCALE: 1/4" = 1'-0"

C8

ENLARGED SECOND FLOOR PLAN OF THE EGRESS ADA RAMP AND STAIR

SCALE: 1/4" = 1'-0"

F1

EAST ELEVATION OF EGRESS STAIR AND ADA RAMP

SCALE: 1/4" = 1'-0"

F5

EGRESS STAIR ELEVATION II

SCALE: 3/4" = 1'-0"

F8

TYPICAL RAMP SECTION

PRE-MANUFACTURED EGRESS STAIR AD ADA RAMP

NOTES:

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO

FABRICATION

2. INSTALLATION TO BE COMPLETED IN

ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS.

- IBC AND OSHA COMPLIANT

- HEAVY DUTY ALUMINIUM CONSTRUCTION

- EXTRA WIDE DIAMOND PLATE TREADS

- RAILING WITH BALUSTERS

- POWDER COATED FINISH

NOTES:

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION

2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS.

MECHANICAL

ROOM

HOUSE

KEEPING

A-404

F3

A-404

E1

A-404

F1

LOUVER TO BE REMOVED.

SEE MECHANICAL DRAWINGS.

LOCATION OF ACCESS

LADDER TO BE

INSTALL AND SECURE

TO THE WALL.

PROVIDE 24"x24"

ACCESS PANEL AT

ATTIC ENTRANCE.

F .F

T

O T

O P

O F

D E

C K

IN

G

(V E

R

IF

Y

(B

ATTIC

FLOOR

(V E

R

IF

Y

C

WALL

BRACKET

TYP. ALUM.

SERRATED

RUNGS

SAFETY

CAP

E Q

U A

L S

P A

C E

S A

T

O .C

(V E

R

IF

Y

O V

E R

A L L L

A D

D E

R H

E

IG

H T

V A

R

IE

S

FLOOR BRACKET

(A

LEGEND:

(A) LADDER HEIGHT

(B) F.F. TO TOP OF DECKING

(C) ROOF HATCH BASE HEIGHT

(E) LADDER WIDTH

CONTRACTOR TO VERIFY ALL DIMENSIONSIN THE FIELD

FRONT ELEVATION SIDE ELEVATION

(S P

E C

IF

Y

V A

R

IE

S

C L E

A R

ALTERNATE

BRACKET

ALUM.

TUBULAR

ALUM.

LADDER

E

7" STANDARD

ALTERNATE OFF FLOOR SUPPORT

CL

LADDER

WALL BRACKET TO

CONNECTION FROM

ALUMINUM

ANCHOR BOLTS

HOLES FOR

WALL BRACKETS

AT 10' - 0" O.C. MAX.

E

M

IN

IM

U

M

LADDER STEP

ALUMINUM

TUBULAR

LADDER

LADDER DETAILS

REMOVE MECHANICAL LOUVER AND INSTALL A NEW WINDOW. REFER TO

MECHANICAL DRAWINGS. SEE WINDOW SCHEDULE

INSTALL A NEW ACCESS LADDER AND SECURE TO THE EXISTING WALL

OPENING IN CEILING ABOVE. PROVIDE 24" X 24" ACCESS PANEL.

KEYNOTES:

1. COORDINATE WITH M/E/P DRAWINGS FOR ADDITIONAL WORK AS REQUIRED TO

ACCOMODATE NEW CONSTRUCTION OR UTILITIES ON THESE FLOORS OR RELATED

ADJACENT FLOORS. PATCH/REPAIR BY EACH RESPECTIVE DISCIPLINE. COORDINATE WITH

OTHER DISCIPLINES. HOLES/ PENETRATIONS IN RATED WALLS CREATED WHEN DEMOLITION

OCCURS ARE TO BE FILLED TO MATCH THE EXISTING RATED CONDITION OR BETTER.

2. VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND ANY DISCREPENCIES SHALL

BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK

3. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY DEMOLITION AND/ OR

INSTALLATION OF NEW WORK AND/ OR UTILITIES, AS REQUIRED TO MATCH ADJACENT

SURFACES AND/ OR TO RECEIVE NEW SCHEDULED FINISHES.

4. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS AFFECTED BY

DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.

5. PROVIDE BLOCKING AS REQUIRED FOR ALL CABINETS, EQUIPMENT,HANDRAILS, TOILET

ACCESSORIES INDICATED ON EQUIPMENT PLANS AND FINISH PLANS.

GENERAL NOTES:

ATTIC INSULATION

WOOD TRUSS FRAMING

SHEATH INTERIOR OF

ATTIC ACCESS TO +1"

OF INSULATION LEVEL

1" RIGID INSULATION

ACCESS PANEL

DRAW ACCESS PANEL SNUG

WITH PERIMETER SCREWS

TRIM AS REQUIRED

FINISH CEILING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-404

MECHANICAL ROOM 212 ENLARGED

PLAN & ATTIC ACCESS LADDER

DETAILS

RAPJMC

SCALE: 1" = 1'-0"C1

ENLARGED PLAN - MECHANICAL ROOM 212

SCALE: NTSF3

MECHANICAL ROOM 212 PHOTO

SCALE: NTSE1

MECHANICAL ROOM 212 PHOTO

SCALE: NTSF1

MECHANICAL ROOM 212 PHOTO

SCALE: N.T.S.F6

DETAILS FOR ACCESS LADDER TO ATTIC AT 2ND FLOOR

NOTE:

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION

2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

3. LADDER TO BE INSTALLED AND CERTIFIED TO MEET OSHA /ANSI STANDARDS.

4. LADDER DIMENSIONS AND CLEARANCES;16-INCH CLEAR WIDTH MINIMUM BETWEEN SIDE RAILS, 12-INCH ON CENTER, ALL RUNGS, 15 INCH MINIMUM SIDE CLEARANCE TO ANY PERMANENT OBSTRUCTION FOR LADDER,10-FEET IN

NOMINAL SPACING OF SUPPORTS.

REVISIONS DATE

SCALE: N.T.S.C8

EXISTING ATTIC ACCESS

SCALE: N.T.S.C6

CEILING ACCESS PANEL DETAIL

BRICK COMMON 3 7/8"

AIR SPACE 1 1/2" MIN.

BRICK TIES W/ SEALANT

TAPE @ ANCHORS

THROUGH WALL FLASHING

W/WEEP 24" O.C.

EXISTING WALL

TO REMAIN

2x4 WOOD STUDS

2x3 WOOD STUDS

5/8" EXTERIOR SHEATHING

W/ AIR-WATER MEMBRANE

ON OUTER FACE

MORTAR NET

2" RIGID INSULATION

1/2" GYP. BD

EXISTING WALL

TO REMAIN

0' - 4"

T O

M A

T C

H E

X

IS

T

IN

G B

R

IC

K C

O U

R S

E

M A

S O

N R

Y O

P E

N

IN

G

SLIPTRACK SYSTEMS SLP-TRK BRAND SLOTTED TRACK

#8 WAFERHEAD FRAMING SCREWS

(TYP.)

0.5" DEFLECTION GAP

0.145"x1" POWER ACTUATED FASTENER

@ 16" O.C. (MAX.) REFERENCE

FASTENER MANUF. ICBO FOR FASTENER

CAPACITY OR PER ENGINEER OF

RECORD

EXISTING CONCRETE STRUCTURAL SLAB

/2

SCALE : NTS

4 7/8" MTL. STUD PARTITION

PLAN VIEW

SCALE : NTS

6" MTL. STUD PARTITION

SCALE : NTS

4 7/8" MTL. STUD PARTITION (2-HR.

RATED SMOKE PART.)

PLAN VIEW

SCALE : NTS

1 5/8" MTL. STUD FURRING PARTITION

PLAN VIEW

SCALE : NTS

3 5/8" MTL. STUD FURRING PARTITION

FINISH CEILING

WHERE OCCURS

(SEE SCHEDULE)

MTL. STUD

FRAMING @ 1'-4"

O.C.

(1) LAYER 5/8" GWB

(ONE SIDE ONLY)

FINISH CEILING

WHERE OCCURS

(SEE SCHEDULE)

MTL. STUD FRAMING

@ 1'-4" O.C.

(1) LAYER 5/8"

GWB (EACH

SIDE)

FINISH CEILING

WHERE

OCCURS

(SEE

SCHEDULE)

MTL. STUD

FRAMING @ 1'-4"

O.C.

RUNNER TRACK

(1) LAYER 5/8"

GWB (EACH SIDE)

RUNNER TRACK

RUNNER TRACK

SMOKE/ACOUSTICAL

SEALANT BOTH

SIDES

SCALE : NTS

4 7/8" MTL. STUD PARTITION

(1-HR. RATED FIRE BARRIER)

PLAN VIEW

FINISH CEILING

WHERE OCCURS

(SEE SCHEDULE)

MTL. STUD

FRAMING @ 1'-4"

O.C.

(1) LAYER 5/8"

TYPE "X" GWB

(EACH SIDE)

RUNNER TRACK

PACK VOID TIGHT W/

MINERAL WOOL.

PROVIDE CONT. FIRE

CAULK BOTH SIDES.

COORD. W/ UL

DESIGN REQ'S

CONT FIRE

CAULK BOTH

SIDES

B.O. SLAB B.O. SLAB

SCALE : NTS

6" MTL. STUD PARTITION (2-HR.

RATED SMOKE PART.)

SCALE : NTS

7/8" Z FURRING PARTITION

SCALE : NTS

6" MTL. STUD PARTITION

(1-HR. RATED FIRE BARRIER)

2'-0". 2'-0".

TYPE A TYPE B TYPE C TYPE D

MTL. STUD BRACING

@ 4'-0" O.C. (TYP.)

PROVIDE METAL STUD BRACING @ 4'-0" O.C. (TYP.) FROM PARTITION'S TOP

TRACK TO UNDERSIDE OF ROOF / DECK STRUCTURE. GWB TO 6" ABOVE

CEILING. U.N.O.

UNDERSIDE OF STRUCTURE

MTL. STUD FRAMING @

1'-4" O.C.

TOP MTL. TRACK

GYP. BOARD PANEL.

SEE PARTITION

TYPE

FINISH CEILING

WHERE OCCURS

(SEE SCHEDULE)

TYP. MTL. WALL

ANGLE

MTL STUD BENT AT 45 DEG.

SECURED TO TOP MTL

TRACK

1. STUD DESIGN CRITERIA: ALL INTERIOR, NON-LOAD BEARING METAL STUDS SHALL BE 25 GAUGE (MIN.) AT 16" AT O.C. UNLESS OTHERWISE NOTED. STUDS SHALL BE DESIGNED FOR A 5 PSF MIN. APPLIED LATERAL LOAD, L/240 MAX. DEFLECTION. STUD THICKNESS (GA.) AND DEPTHS INDICATED ARE MINIMUMS, WHILE STUD SPACING IS A MAXIMUM ON CENTER SPACING. WHERE REQUIRED PARTITION HEIGHTS EXCEED ALLOWABLE CRITERIA, STUD THICKNESS SHALL BE INCREASED AND/OR STUD SPACING REDUCED AS REQUIRED TO MEET STATED CRITERIA. WHERE WALL HUNG CABINETS, EQUIPMENT, OR FIXTURES ARE INDICATED, PROVIDE 20

GA. MIN. STUDS.

2. ALL FIRE RATED PARTITIONS MUST EXTEND AND SEAL TO DECK ABOVE.

3. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO FACE OF STUD OR CMU UNLESS NOTED

OTHERWISE.

4. INSTALLATION OF GYPSUM BOARD, BACKER BOARD, BASE BOARD, AND ALL SEALANTS, CAULKS, ETC. SHALL

CONFORM TO REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS.

5. PROVIDE TILE BACKER BOARD AT ALL TILE WALLS.

6. PROVIDE 5/8" GYPSUM BOARD UNLESS OTHERWISE NOTED.

7. ALL GWB TO BE TYPE X.

8. METAL STUD GAUGE (IF NOTED) AND UL TEST NUMBERS WILL VARY DEPENDING ON THE MANUFACTURER OF

COMPONENTS ACTUALLY USED.

9. PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED DETAILS AND IN COMPLIANCE

WITH APPLICABLE TESTING AGENCY REQUIREMENTS.

10. INSTALL BLOCKING, STRAPPING AND/OR BACKER MATERIAL FOR ATTACHMENT/MOUNTING OF WALL HUNG ITEMS OR EQUIPMENT DESCRIBED IN THE DOCUMENTS AS PER MANF. RECOMMENDATIONS. COMPLY WILL ALL FED., STATE AND LOCAL CODE FOR ANCHORING REQ. OFF ALL ITEMS, ACCESSORIES, RAILINGS, ETC.

11. WHEN INSTALLING GYPSUM BOARD, CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE MOST CURRENT EDITION OF THE GYPSUM ASSOCIATION "GA-600" FIRE RESISTANCE DESIGN MANUAL AND THE

MOST CURRENT EDITION OF THE UL FIRE RESISTANCE DIRECTORY.

12. PARTITIONS THAT ARE REQUIRED TO EXTEND TO THE DECK ABOVE SHALL HAVE THE GYPSUM BOARD CUT TO FIT WITHIN A 1/4" MAXIMUM TOLERANCE TO THE SHAPE OF THE DECK ABOVE. GYPSUM BOARD SHALL BE CONTINUOUSLY SEALED FOR THE FULL DEPTH OF THE GYPSUM BOARD WITH FLEXIBLE SEALANT.

13. GYPSUM BOARD SHALL BE CUT SO THAT THE CLEARANCE BETWEEN METALLIC ELECTRICAL OUTLET BOXES AND THE GYPSUM BOARD DOES NOT EXCEED 1/8". SEAL WITH APPROVED SEALANT PER NFPA 101 AND FBC

14. THE BOTTOM OF THE GYPSUM BOARD AT INTERIOR PARTITIONS SHALL BE 1/4" MINIMUM AND 1/2" MAXIMUM ABOVE THE CONCRETE FLOOR SLAB AND SHALL BE SEALED FOR THE FULL DEPTH OF THE GYPSUM BOARD

WITH FLEXIBLE SEALANT.

15. REFER TO THE FLOOR PLAN FOR EXTENT OF FIRE WALL RATINGS.

16. ALL ELEMENTS OF ACOUSTIC RATED PARTITIONS SHALL EXTEND TO ROOF STRUCTURE OR FLOOR DECK

ABOVE.

17. REFER TO "PARTITION TYPE SUBSCRIPT KEY" FOR SYMBOLS USED TO IDENTIFY ADDITIONAL REQUIREMENTS

AND MODIFICATIONS TO BASIC PARTITION TYPES.

18. PARTITION TYPES DESCRIBE GENERAL REQUIREMENTS FOR PARTITIONS. REFER TO THE MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS OF APPLICABLE TESTING AGENCIES FOR SPECIFICS OF PARTITION

CONSTRUCTION.

19. WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF

PARTITION FINISH.

20. REFER TO INTERIOR FINISH SCHEDULE FOR ALL WALL FINISHES.

21. PROVIDE DEFLECTION TRACK AT ALL WALL HEADS.

22. SEE U.L. ASSEMBLY LISTINGS FOR ADDITIONAL INFORMATION.

23. REFER TO FINISH AND MATERIAL SCHEDULES FOR ADDITIONAL FINISH INFORMATION AND LOCATIONS.

24. ALL ACOUSTIC BATT INSULATION SHOULD HAVE AN AIR RESISTIVITY OF R > 10 kPa s/m

25. PROVIDE (FRT) FIRE RETARDANT TREATED WOOD AT ALL WOOD LOCATIONS.

26. PROVIDE ADDITIONAL SOUND ATTENUATION MATERIALS AS NECESSARY TO SPECIFIED AREAS DESIGNATED BY THE OWNER, TO MEET ALL FED, STATE AND LOCAL CODE REQ. (INCLUDING FGI, ETC). CONTRACTOT TO

COORDINATE AND CONFIRM THE SPRCIFIED AREAS.

27. SUBMIT LIGHT GAUGE METAL FRAMING SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL

ENGINEER LICENSED IN THE STATE OF TENNESSEE FOR REVIEW.

28. SEAL ALL SMALL GAPS IN WINDOW AND DOOR MOUNTING POINTS WITH ACOUSTIC SEALANT TO PREVENT

SOUND TRANSMITTANCE.

29. PROVIDE OVERSIZED WALL PENETRATIONS IN ACOUSTIC WALL ASSEMBLIES THAN NEEDED BY DUCTWORK TO ACOUSTICALLY ISOLATE THE DUCT FROM THE WALL ASSEMBLY. FILL GAPS BETWEEN WALL AND DUCT WITH ACOUSTIC SEALANT UL APPROVED (FIRE RATED IN RATED ASSEMBLIES). SEE MEP DRAWINGS FOR

ADDITIONAL INFORMATION - TYP.

30. SEAL ALL GAPS BETWEEN DIFFERENT WALL CONSTRUCTIONS AND PENETRATIONS WITH ACOUSTIC SEALANT UL APPROVED (FIRE RATED AS NECESSARY). SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION - TYP.

31. PROVIDE APPROVED FIRE-RESISTANT JOINT SYSTEM AT ALL FIRE RATED UL ASSEMBLIES. CONTRACTOR TO

VERIFY SYSTEM AND INTEGRITY (TYP. AT ALL JOINTS IN RATED WALLS).

GENERAL PARTITION NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-501

PARTITION TYPES & DETAILS

RAPJMC

SCALE: 1 1/2" = 1'-0"F3

HEAD OF WALL CONNECTION DETAIL

SCALE: 1 1/2" = 1'-0"F1

STUD BRACING DETAIL

SCALE: = 1'-0"1 1/2"

01 1

SCALE: 1 1/2" = 1'-0"F5

BRICK INFILL DETAIL

COMPRESSION POST TO STRUCTURE

NOTE:

FOR FIXTURES WEIGHING 56LBS OR MORE,

INSTALL #12 GAUGE HANGER WIRE ATTACHED

TO STRUCTURE ABOVE - ONE AT EACH CORNER

OF FIXTURE FOR A TOTAL OF FOUR. HANGER

WIRES MUST BE INSTALLED VERTICAL BUT NOT

MORRE THAN 1 IN 6 OUT OF PLUMB. FOR

FIXTURES WEIGHING LESS THAN 56 LBS,

WIRES MAY BE INSTALLED SLACK AT TWO

CONERS ONLY.

TYPICAL LAY-IN

FLUORESCENT

TROFFER

# 12 SUPPORT WIRE TO STRUCTURE

EARTHQUAKE CLIP-ONE ON

EACH CORNER FOR A TOTAL OF FOUR

TYPICAL GRID

"TEE" CEILING

MAIN RUNNER

8" MAX 8" MAX PLAY BRACING DETAIL

(REQUIRED @ ROOMS OVER 1000 SF)

12 GA HANGER WIRE. INSTALL EITHER SLOPED

(1:6 MAX) OR VERTICALLY

1 IN 6

MAX

12 GA HANGER WIRE.

INSTALL EITHER

SLOPED (1:6 MAX) OR VERTICALLY

1 IN 6

MAX

ATTACHMENT NOTES:

3/4" MIN

TEE END RETAINING CUP 3/4" MIN

CEILING MOUNTED AIR TERMINALS

OR SERVICES WEIGHING 20 LBS. OR

LESS SHALL BE POSITIVELY

ATTACHED TO THE CEILING

SUSPENSION MAIN RUNNERS OR

CROSS RUNNERS.

SCREW ATTACH

GRID TO CLIP

2".

WALL ANGLE, ATTACH TO

WALL

ATTACH ALL TEES TO WALL ANGLE

2".

WALL ANGLE, ATTACH TO WALL

AIR TERMINALS OR SERVICES

WEIGHING MORE THAN 20 LBS AND

LESS THAN 56 LBS SHALL HAVE,

IN ADDITION TO THE ATTACHMENTS

NOTED ABOVE, TWO NO. 12 GAUGE

HANGERS CONNECTED TO THE CEILING

SYSTEM HANGERS OR TO THE

STRUCTURE ABOVE. WIRES MAY BE

SLACK.

AIR TERMINALS OR SERVICES

WEIGHING MORE THAN 56 LBS

SHALL BE SUPPORTED DIRECTLY

FROM THE STRUCTURE ABOVE BY

APPROVED HANGERS.

B.1

A.1 DETAIL @ TWO ADJACENT

WALLS WITH GRID ATTACHED

TO WALL ANGLE

DETAIL @ TWO ADJACENT

WALLS WITH GRID ATTACHED

TO WALL ANGLE

AIR TERMINAL/ SERVICES SEISMIC

RESTRAINT DETAIL

NO SCALE

NO. 12 GAUGE HANGER

WIRE. TYPICAL OF 2.

OR

8" MAX

12 GA HANGER WIRE.

INSTALL EITHER

SLOPED (1:6 MAX) OR VERTICALLY

1 IN 6

MAX

12 GA HANGER WIRE.

INSTALL EITHER

SLOPED (1:6 MAX) OR VERTICALLY

8" MAX

12 GA HANGER WIRE.

INSTALL EITHER

SLOPED (1:6 MAX) OR

VERTICALLY

3/4" MIN

TEE END RETAINING CLIP 3/4" MIN

CEILING GRID MAIN

RUNNER (TYPICAL)

NO ATTACHMENT- GRID TO CLIP

2".

WALL ANGLE, ATTACH TO WALL

SPACER BAR BETWEEN ALL TEES

2".

WALL ANGLE, ATTACH TO WALL

1 IN 6

MAX CEILING GRID CLIPS AND/OR

METAL CLIPS FASTENED WITH

MECHANICAL FASTENERS TO

GRILLES, TERMINAL DEVICES AND

CEILING GRID MAIN RUNNERS

LAY-IN CEILING

GRILLE OR TERMINAL

HANGER WIRE

A.2 DETAIL @ TWO ADJACENT

WALLS WITH NO ATTACHMENT

TO WALL ANGLES

B.2 DETAIL @ TWO ADJACENT

WALLS WITH NO ATTACHMENT

TO WALL ANGLES

D

E G

R E

E M

A X

2" M

AX)

2'-0" U.N.O.

8'-0"

CEILING PLAN

5" U.N.O.

CONTINUOUS CORNER BEAD

(1) LAYER, 5/8" GYPSUM BOARD ON

3 1/2" WOOD STUDS @ 16" O.C. TYP.

(1) LAYER, 5/8" GYPSUM BOARD ON

3 1/2" WOOD STUDS @ 16" O.C. TYP.

CONTINUOUS CORNER BEAD

8'-0"

CEILING PLAN

SEE REFLECTED

CEILING PLAN

SEE REFLECTED

CEILING PLAN

1'-0" TYP.

WOOD STUD BRACE @ 48" O.C.

TO UNDERSIDE OF STRUCTURE ABOVE

ACOUSTICAL CEILING SYSTEM, SEE FINISH

SCHEDULE FOR HEIGHT AND SPECIFICATIONS

EXTEND WOOD STUDS TO UNDERSIDE

OF STRUCTURE ABOVE

1''-0" TYP.

ACOUSTICAL CEILING SYSTEM, SEE FINISH

SCHEDULE FOR HEIGHT AND SPECIFICATIONS

WOOD STUD BRACE @ 48" O.C.

TO UNDERSIDE OF STRUCTURE ABOVE

O C

C U

R S

A T

W

IN

D O

W C

O N

D

IT

IO

N

S

M

IN

M

IN

W A

L L T

Y P

E S

S E

E F

L O

O R

P L A

N S

M

IN

M

IN

45° MIN.

V A

R

IE

S

LIGHTOLIER FLUORESCENT,

LYTETUBE RT622182,

3-1/2" MET. STUDS

STRUCT. ABOVE

LIGHT BEYOND

INCANDESCENT DOWN

FRAMED TO

1/2" GWB REVEAL

PT. CEIL. WHITE

16" O.C.

PT. CEIL. WHITE

6" MET. STUDS @

1/2" GWB. OVER

(2) 8' SECTIONS

ATTACHED SIDE UNATTACHED SIDE

6 #12 HANGER WIRE

ANCHORED TO

STRUCTURE

ABOVE8" MAX.

STABILIZER BAR

TWO ADJACENT SIDES

0' - 1" MIN.

NOTE: WHERE CEILING IS MORE THAN 144 SQUARE FEET, THE GRID MUST BE CONNECTED TO THE PERIMETER ON TWO ADJACENT SIDES

#12 HANGER

WIRE ANCHORED

TO STRUCTURE

ABOVE

8" MAX.

STABILIZER BAR

ENDPLATE

INSIDE

LINE

OF

LINTEL

S T

R U

C T

U R

A L O

P E

N

IN

G

B E

T W

E E

N E

N D

P L A

T E

S

B E

T W

E E

N G

U

ID

E S

ENDPLATE

CHAIN

WHEEL

HAND

CHAIN

INSIDE

H E

A D

R O

O M

O P

E N

IN

G

H E

IG

H

T

SECURE

FIXINGS

SECTION

PLAN

NOTES:

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION

2. MANUAL CLOSING IS ACHIEVED BY RELEASING A PULL CHORD OR PULLING ON HAND CHAIN, WHICH ALLOWS A

CONTROLLED DECENT VIA A GEAR UNIT

3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN

PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED

AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-502

REFLECTED CEILING DETAILS

RAPJMC

SCALE: = 1'-0"3"

SCALE: 1/8" = 1'-0"F1

CEILING SEISMIC INFO

SCALE: 3" = 1'-0"B1

CEILING WD SPECIAL SOFFIT

SCALE: = 1'-0"1 1/2"

01 1

SCALE: 3" = 1'-0"B6

SEISMIC 7/8" ANGLE DETAIL

SCALE: 1 1/2" = 1'-0"D8

DRYWALL CEILING DETAIL IN WAITING ROOM

SCALE: = 1'-0"

0 8 168

1/8"

SCALE: N.T.S.F8

DETAILS FOR FIRE PROTECTED SMOKE CURTAIN

SEE REFLECTED

CEILING PLAN

SEE REFLECTED

ACOUSTICAL CEILING SYSTEM, SEE FINISH

SCHEDULE FOR HEIGHT AND SPECIFICATIONS,

TYP.

VARIES, SEE REF. CEILING PLAN

CONTINUOUS CORNER

BEAD

ORIENTATIONS PER

RCP

(1) LAYER , 5/8" GYPSUM BOARD ON

3 1/2" STUDS @ 16" O.C. TYP.

SEE REFLECTED

CEILING PLAN

3 1/2" WOOD STUD DIAGONAL BRACING

@ 48" O.C.

EXTEND WOOD STUDS

TO UNDERSIDE OF

STRUCTURE ABOVE

M

IN

CEILING PLAN

2" C/S GROUP

EXP. JT. MODEL HC

2" C/S GROUP

EXP. JT. MODEL HC

WALL

SUSPENDED CEILING SYSTEM

CEILING STRUCTURE

ANCHOR @ 2'-0" O.C.

NOTE: USE NEAR BUILDING EXTERIOR WALL

STRUCTURAL SOFFIT

WALL

PERIMETER CHANNEL

PRESSED STEEL

CEILING SECTION

CEILING FINISH

THICK PLASTERBOARD

SCREWED TO CEILING

SECTIONS

MILD STEEL CHANNELS

ANGLE CLEATS

SLOTTED BOLT FIXINGS

TO PROVIDE LEVELING

ADJUSTMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-503

REFLECTED CEILING DETAILS

RAPJMC

SCALE: = 1'-0"3"

SCALE: 3" = 1'-0"B3

CEILING WD BULK HEAD AT TRANSITION

SCALE: 3" = 1'-0"B7

CEILING SUSPENDED CEILING EXP. JOINTS

SCALE: 3" = 1'-0"B1

SUSPENDED DRYWALL CEILING DETAIL

EXPOSED CABINET EDGES:

3MM PVCT MOLD TO MATCH

ADJACENT LAMINATE, TYP.

PL-1 BASE AS

SCHEDULED.

1/4" PLYWOOD ON

1 X 4 BLOCKING

BULLNOSE EDGE.

SP-1 COUNTERTOP

(SOLID SURFACE)

NEOPRENE PIPE

COVER ACCEPTABLE

TO ADA.

1' - 3"

RECESSED ADJUSTABLE

METAL STANDARDS

1X4 BLOCKING

ADJUSTABLE

PL-1 SHELVING, TYP.

PL-1 CABINET.

" SOFFIT; LIGHT GAUGE

METAL FRAMING

M A

X

2' - 0"

1/2" PLYWOOD

INTEGRAL BACKSPLASH

NOTE: REFER TO ELEVATIONS TO CONFIRM LOCATION.

COUNTERTOP - REFER

TO ELEVATIONS & DETAILS

FOR MORE INFORMATION

METAL SUPPORT BRACKET

(SEE ARCHITECTURAL SPECIFICATIONS)

1 1/2"

SPLASH AT BACK AND ENDS;

HEIGHT & LOCATIONS AS

INDICATED ON ELEVATIONS

R E

F E

R T

O E

L E

V A

T

IO

N S

F O

R H

E

IG

H

T2' - 0"TYP. 1"

FLUSH BOTTOM AT

KNEE SPACES

SQUARE EDGE; TYP.

/2

3/4"

SPLASH AT BACK AND ENDS; HEIGHT &

LOCATIONS AS INDICATED ON ELEVATIONS,

NO SOLID SURFACE BACK SPLASH WHERE

TILE BACK SPLASH IS USED, SEE

ELEVATIONS

COUNTERTOP DEPTH = 2'-1" TYPICAL AND 1'-9" AT

LAVATORIES U.N.O., REFER TO PLANS AND ELEVATIONS.

R E

F E

R T

O E

L E

V A

T

IO

N S

F O

R H

E

IG

H T

2' - 0"TYP; 1"

1/2"

FLUSH BOTTOM AT

KNEE SPACES

SQUARE EASED EDGE; TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-504

MILLWORK DETAILS

RAPJMC

SCALE: 3" = 1'-0"B1

TYP. CABINET DETAILS

SCALE: 1 1/2" = 1'-0"F1

SECTION @ ADA SINK

SCALE: 3" = 1'-0"F3

BASE CABINET

GENERAL MILLWORK NOTES

1. PROVIDE FRT BLOCKING FOR MILLWORK AND TRIM AS REQUIRED FOR RIGID

CONDITION. ALL CABINETS TO BE SUPPORTED AT BASE AND OTHER AREAS AS

REQUIRED FOR FULLY RIGID CONDITION. PROVIDE STIFFNERS PRE SUPPORT AS

REQUIRED VERIFY W/ OWNER PFOVIDED EQUIP.

2. CONTRACTOR TO FIELD VERIFY ALL RELEVANT EXISTING DIMENSIONS AND

CONDITIONS PRIOR TO FABRICATION OF BUILT-IN CABINETRY, TYP.

3. SUBMIT SHOP DRAWINGS SHOWING LOCATION OF EACH ITEM, DIMENSIONS OF

PLANS AND ELEVATIONS, LARGE SCALE DETAILS, SAMPLES, CUT SHEETS,

ATTACHMENT DEVICES AND OTHER COMPONENTS FOR REVIEW AND APPROVAL BY

ARCHITECT.

4. PROVIDE FIRE RETARDANT TYPE WOOD BLOCKING IN WALLS WHERE REQUIRED FOR

NEW MILLWORK AND OTHER WALL MOUNTED ITEMS. COORDINATE WITH WALL

TYPES, TYPCIAL.

5. LOCATIONS FOR OWNER-PROVIDED EQUIPMENT SHOWN ARE APPROXIMATE. VERIFY

EQUIPMENT SIZES & FINAL LOCATIONSNF PRIOR TO MILLWORK

FABRICATION.

6. ELEC. & DATA OUTLET LOCATIONS SHOWN ARE APPROXIMATE. COORDINATE &

VERIFY LOCATIONS W/ OWNER-PROVIDED EQUIPMENT VENDOR PRIOR TO

INSTALLATION.

7. ALL FASTENERS SHALL BE CONCEALED.

8. FIELD INSTALL GROMMET HOLES IN ALL BUILT IN CABINETS FOR ELECTRIAL CORDS

ALONG WITH PROVIDING ADDITIONAL GROMMETS WHERE INDICATED. ALL HOLES

SHALL BE 2" DIAMETER. ALL GROMMET HOLES SHALL RECEIVE PLASTIC TRIM.

9. COORDINATE ALL MILLWORK WITH PLUMBING, ELECTRIAL EQUIP. AND PIPING AS

REQUIRED FOR FULLY OPERATIONAL CONDITION.

10. ALL CABINETS TO BE SUPPORTED AT BASE AND OTHER AREAS AS REQUIRED FOR

FULLY RIGID CONDITION. PROVIDE STIFFENERS FOR SUPPORT AS REQUIRED.

11. CABINET FACE TYPES SHALL BE FLUSH OVERLAY, UNLESS NOTED OTHERWISE.

12. ALL BASE CABINETS, WALL CABINETS, AND TALL CABINETS SHALL HAVE FINISHED

END PANELS AT ENDS UNLESS NOTED OTHERWISE. SHOP DRAWINGS TO INDICATE

THIS.

13. CABINET BASE AT FLOOR TO HAVE FINISH AS INDICATED FOR ROOM OR AS

DETAILED.

14. PROVIDE BACKING PLATES, ANCHORS, FASTNERS, ETC. AS NESSESARY TO PROVIDE

A SECURE AND RIGID CONNECTION FOR ALL MILLWORK TO WALLS, ETC.

15. TYPICAL CABINETRY PROFILES SHOWN TO CONVEY CRITICAL DIMENSIONS. REFER

TO ELEVATIONS FOR SPECIFIC CONFIGURATIONS. REFER TO SPECIFICATIONS FOR

JOINERY AND QUALITY REQUIREMENTS.

16. MINIMIZE OPEN JOINTS IN COUNTERTOPS. SEAL ANY OPEN JOINTS WITH FDA

APPROVED SILICONE SEALANT COLOR AS SELECTED BY ARCHITECT FROM FULL

RANGE OF COLORS (INCLUDING CUSTOM MIXED COLORS).

17. COUNTERTOPS TO HAVE 2" RADIUS AT ALL EXPOSED HORIZ. OUTSIDE CORNERS,

UNLESS NOTED OTHERWISE.

18. GROMMETS - PROVIDE A STAINLESS STEEL GROMMET SAT EACH LOCATION WHERE

POWER AND/OR SIGNAL DEVICE OCCUR BELOW A COUNTERTOP, UNLESS NOTED

OTHERWISE.

19. FIELD VERIFY ALL MILLWORK LOCATION DIMENSIONS PRIOR TO MAT. ORDER,

FABRICATION AND CONSTRUCTION.

20. CONTRACTOR TO PROVIDE CABINET HARDWARE AND ACCESSORY MATERIALS

ASSOCIATED WITH CABINETWORK.

21. SEE CASEWORK FINISH SCHEDULE ON IG603 FOR FINISHED MATERIAL.

SCALE: 1 1/2" = 1'-0"F9

COUNTERTOP SUPPORT BRACKET

SCALE: 1 1/2" = 1'-0"D6

TYP. LAMINATE COUNTERTOP

SCALE: 1 1/2" = 1'-0"B6

TYP. SOLID SURFACE COUNTERTOP

SCALE: = 1'-0"3"

SCALE: = 1'-0"1 1/2"

01 1

SCALE: = 1'-0"3/4"

0 1 2 31

SCALE: 3/4" = 1'-0"F6

RECEPTION STATION

/4

1 1/4"

/4

CORNER GUARD

ON 5/8" GWB ON

3 1/2" MTL STUD

RB - 1

(SEE FINISH SCHEDULE)

C E

IL

IN

G H

E

IG

H T

-S E

E S

C H

E D

U L

E

CEILING AS

SCHEDULED

BASE AS

SCHEDULED

CG-1

DOOR FRAME

CG-1

GC TO PROVIDE CONT.

BLOCKING AS REQUIRED

FOR RIGID CONDITION

CG-1

GC TO PROVIDE CONT.

BLOCKING AS REQUIRED

FOR RIGID CONDITION

5/8" GWB ON 3 5/8"

MTL STUD

END WALL

CORNER WALL

REMOVE EXCESS MORTAR FROM COLLAR JOINT,

100% PARGE (MIN 5/8") AND FLOAT SMOOTH

ENTIRE SURFACE OF EXPOSED BACK UP

LIQUID BARRIER; PROVIDE PER MANUFACTURERS

SPECIFICATIONS, INCLUDING ALL JOINT/ CORNER/

TRANSITION REINFORCEMENT

RECESS NEW MORTAR 3/4"" AND REPOINT 3

DAYS AFTER BRICK HAVE BEEN REPLACED

S/S TIES ANCHORED TO BACK -UP WALL W/ S.S

ZAMAC ANCHORS @ 16" O.C. STAGGER BRICK

TIES (HORIZONTALLY AND VERTICALLY)

FACE BRICK TO MATCH

EXISTING FACE BRICK

NOTE: ALL MASONRY REPAIRS

TO COMPLY AND ADHERE TO

B.I.A TECHNICAL NOTES AND

PROCEDURES.

OPEN

WEEPS AT

16" O.C. NO

PLASTIC

TUBES

GROUND OUT

MIN. 3/4" DEEP

INTO MORTAR

JOINTS

TUCK POINT

MORTAR

JOINTS IN 1/4"

LAYERS

TOOL JOINTS

W/ CONCAVE

PROFILE

2"

BRICK REPLACEMENT W/ AIR WATER BARRIER BRICK REPOINTING AND SAMPLE WEEP

TUCK POINT MORTAR

JOINTS IN 1/4" LAYERS

TOOL JOINTS W/

CONCAVE PROFILE

GROUND OUT MIN. 3/4"

DEEP INTO MORTAR JOINTS

EXISTING STONE BANDING

NEOPRENE PADDING.

REMOVE ALL MORTAR AND

DEBRIS WITHIN JOINT

S/S JOINT STABILIZERS @ 12" O.C.

CAULKING W/ BACKER ROD AND

NEOPRENE PADDING, TYP.

3/4"

1/2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-505

CORNER GUARD AND

MISCELLANEOUS DETAILS

RAPJMC

SCALE: NTSA8

CORNER GUARD DETAIL

SCALE: 6" = 1'-0"C2

CORNER GUARD WALL DETAIL

SCALE: NTSC5

TYP. CORNER GUARD ELEVATION DETAIL

SCALE: 3" = 1'-0"C8

TYP. CORNER GUARD DETAIL PLAN

TARKETT VBG-XX-C CORNER GUARD

BRAND: TARKETT/ JOHNSONITE

HEIGHT: 1-1/4" MILLWORK TPR

CHEMICAL RESISTANCE: GOOD

SLIP RESISTANCE: SCOF ≥ 0.5

FLAMMABILITY: CLASS 1 (≥ 0.45 W/CM²)

SMOKE DENSITY: < 450

FLAME SPREAD/SMOKE DENSITY: CLASS B < 450 SMOKE

SCALE: = 1'-0"6"

SCALE: = 1'-0"3"

SCALE: N.T.S.F1

BRICK REPLACEMENT/ REPOINTING / WEEP DETAILS

SCALE: N.T.S.F5

STONE REPOINTING DETAIL

SCALE: N.T.S.F8

EXPANSION JOINT STABILIZER

1 1/2" TYP.

MDF BACKER BOARD.

SEE DETAIL C4/A-506

SOLID SURFACE WAINSCOT BEYOND

MIRROR

1' - 9"

1/4" TYP.

/2

T Y

P

MDF BACKERBOARD TO MATCH S-3

THICKNESS. EDGES PAINTED BLACK.

PROVIDE SECURE WALL ATTACHMENT

SETTING BED

MDF BACKER BOARD PAINTED TO MATCH WALL COLOR

MIRROR

1/4" THICK SOLID SURFACE WAINSCOT

3"

O .C

. 2"

DRYWALL/

MILLWORK

AS

SPECIFIED

4" WIDE BATTER STRIP AT

EACH ARMORCORE SEAM

STEEL OR WOOD STUDS,

AS SPECIFIED

ARMORCORE® BULLET

RESISTANT PANEL

DRYWALL/MILLWORK SEAM

TO BE PLACED OFFSET

FROM ARMORCORE PANEL

DRYWALL/MILLWORK AS

SPECIFIED

STEEL OR WOOD STUDS,

AS SPECIFIED

ARMORCORE® BULLET

RESISTANT PANEL

DRYWALL/MILLWORK, AS

SPECIFIED

DRYWALL/MILLWORK, SEAM

TO BE PLACED OFFSET

FROM ARMORCORE PANEL

4" WIDE BATTEN STRIP AT

EACH ARMORCORE SEAM

ARMORCORE® BULLET

RESISTANT PANEL

STEEL OR WOOD STUDS,

AS SPECIFIED

ISOMETRIC VIEWSECTION VIEW

PLAN VIEW

NOTES: (PROTECTION LEVEL 5)

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE

WITH MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWING.

3. THIS DRAWING IS INTENDED FOR USE BY

ARCHITECTS, ENGINEERS, CONTRACTORS,

CONSULTANTS AND DESIGN PROFESSIONALS FOR

PLANNING PURPOSES ONLY. THIS DRAWING MAY

NOT BE USED FOR CONSTRUCTION.

4. ALL INFORMATION CONTAINED HEREIN WAS

CURRENT AT THE TIME OF DEVELOPMENT BUT MUST

BE REVIEWED AND APPROVED BY THE PRODUCT

MANUFACTURER TO BE CONSIDERED ACCURATE.

BEARING BAR

CROSS BAR

WIDTH OF NEW GRATING TO BE INSTALLED

CORNER POST

CONNECTION

TWO - WAY

POST

CONNECTION

PERIMETER ANGLE

SWING GATE AT BASEMENT LEVEL CONNECTED TO

OVERHEAD NEW GRATING AND CONCRETE FLOORING

BELOW

FINISH SPECIFICATION

BLACK POLYESTER POWDER COAT - STANDARD

HOT DIP GALVANIZE - OPTIONAL

STAINLESS STEEL - OPTIONAL

SHOP BLACK - STANDARD

GALVANIZED STEEL BANDED BAR GRATE - #EG-1436-HGBG

STAINLESS STEEL BANDED BAR GRATE - #EG-1436-HSBG

PAINTED STEEL BANDED BAR GRATE - #EG-1436-HPBG (STANDARD)

17' - 11"

S P

A N

1 1/4 X 3/16 GALVANIZED STEEL BAR GRATING

CORNER POST CONNECTION

FOR CONNECTION OF PERIMETER

ANGLE AT A CORNER

TWO -WAY POST CONNECTION

FOR CONNECTION AT AN INTERSECTION

TYPICAL WALL CONNECTION

FOR CONNECTING PERIMETER ANGLE OR

PANELS TO WALL. USE APPROPRIATE

ANCHOR IN CONCRETE / MASONRY WALL

TYPICAL FLOOR ANCHORING

CONNECTION

FOR CONNECTING STANDARD POSTS TO A

CONCRETE FLOOR

NOTE: PROVIDE BRACKETS, BLOCKING, & ANCHOR AS REQUIRED FOR RIGID CONDITION.

1/2"

HEIGHT OF GRATING

E X

IS

T

IN

G

M A

S O

N R

Y W

A L L

EXISTING COPING

PERIMETER ANGLE

CONNECTION POST

TRENCH WIDTH

NOTES FOR GRATING INSTALLATION:

1. GRATINGS MUST BE INSTALLED WITH CROSS BARS ON TOP

SIDE

2. NOTCHING OF BEARING BARS AT SUPPORTS TO MAINTAIN

PROPER ELEVATION IS GENERALLY NOT RECOMMENDED. IF

NOTCHING IS REQUIRED FOR INSTALLATION,

MANUFACTURER SHOULD BE CONSULTED.

3. METAL SHOULD ALWAYS BE USED FOR ALL GRATING

SUPPORTS

4. A MINIMUM OF 1" BEARING SHALL BE PROVIDED FOR

ALUMINUM AND LIGHT DUTY STEEL GRATING. FOR HEAVY

DUTY STEEL GRATING 1" MINIMUM BEARING BAR DEPTHS

UP TO 2-1/4", AND 2" MINIMUM BEARING SHALL BE PROVIDED

FOR DEPTHS OF 2- 1/2" AND OVER. THIS BEARING SURFACE

DOES NOT INCLUDE THE SUPPORT ANGLE FILLET RADIUS

NOTED.

E X

IS

T

IN

G

C O

N C

R E

T E

1/2" ∅ ADH ANCHOR W/ 3"

EMBEDMENTS @ 24" O.C. TYP.,

USING HILTI HY 20 OR APPROVED

ALT. USE MESH TUBE @ HOLLOW

MASONRY

L 4 X 3 X 3/16 (LONG VERTICAL), TYP.

SWING GATE

EXISTING COPING

E X

IS

T

IN

G

M A

S O

N R

Y W

A L L

CONNECTION POST

PERIMETER

ANGLE HEIGHT OF GRATING

USE APPROPRIATE ANCHOR IN

CONCRETE / MASONRY WALL

FILLER

CONNECTING POSTS TO

CONCRETE FLOOR

NOTES:

1. THE OPENING SHALL BE BUILT TO ACCOMODATE THE DOOR JAMB

PER THE OWNERS SPECIFICATIONS.

2. KEYED ACCESS FROM SWING GATE. NOT ALL HARWARE IS SHOWN,

REFER TO PRODUCT/ MANUFACTURER'S SEPECIFICATIONS.

3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

MANUFACTURERS SPECIFICATIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-506

MISCELLANEOUS DETAILS

RAPJMC

SCALE: 1 1/2" = 1'-0"D1

MIRROR AT SOLID SURFACE WAINSCOT

SCALE: 3" = 1'-0"B1

SECTION THROUGH MIRROR AT SOLID SURFACE WAINSCOT

SCALE: = 1'-0"3"

SCALE: = 1'-0"1 1/2"

01 1

SCALE: = 1'-0"3/8"

0 2 4 62

SCALE: N.T.S.F1

BULLET RESISTANT CONSTRUCTION

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

PLAN OF GRATING AT BASEMENT STAIRWELL

SCALE: 3/4" = 1'-0"C8

TYPICAL CONNECTIONS AT NEW GRATING

SCALE: 1 1/2" = 1'-0"F4

SECTION AT GRATING

SCALE: 1" = 1'-0"F8

DETAILS FOR SWING GATE AT BASEMENT LEVEL

WALL OPENING

MOUNTING

HOLES 1/4"

OPTIONAL

MASONRY

ANCHOR

STRIP

FINISH LINE OF

WALL SURFACE1-1/2" MINIMUM CLEARANCE

B

A

WALL OPENING

WALL OPENING

MOUNTING

HOLES 1/4"

OPTIONAL

MASORY

ANCHOR

STRIP

FINISH LINE OF

WALL SURFACE

B

A

WALL OPENING

LATCH

HINGE

FRONT ELEVATION SECTION DETAIL

FRONT ELEVATION SECTION DETAIL

NOTES:

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION

2. CONTRACTOR RESPONSIBLE TO COORDINATE ALL ALUMINUM FRAMES WITH ALL RELEVANT DETAILS DEPICTED THROUGHOUT DRAWINGS.

3. COORDINATE ALL ALUMINUM FRAMES WITH SPECIFICATION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PROVIDING ENGINEERING TO VERIFY WIND LOADING CRITERIA IS MET IN

ALL CASES. SEE STRUCTURAL DRAWINGS.

4. SEE STRUCTURAL DRAWINGS FOR REQUIREMENTS FOR LINTELS IN MASONRY WALLS AND FOR SUPPORT REQUIREMENTS AT OPENINGS IN STEEL FRAMING

5. DRAWINGS REPRESENT DESIGN INTENT. SHOP DRAWINGS ARE REQUIRED PRIOR TO FABRICATION.

6. COORDINATE ALL HARDWARE WITH SPECIFICATIONS

7. HOLLOW METAL FRAMES SHALL BE ANCHORED TO THE STRUCTURAL SURROUNDINGS WITH A MINIMUM OF TWO (2) ANCHOR BOLTS.

8. HOLLOW METAL FRAMES IN MASONRY WALLS SHALL BE FILLED WITH GROUT

OPTION (A): TURN KEY/ LATCH

OPTION (B): FIXED

EXISTING ARC OPENING AT MASONRY WALL

EXISTING ROUGH OPENING AT MASONRY WALL TO BE FILLED

TO A FIXED DIMENSION OF 24" X 24".

NOTES:

1. ALL NEW WORK SHALL BE IMPLEMENTED SO AS

TO PROVIDE A SMOOTH AND CONTINUOUS

SURFACE WITH ALL EXISTING CONDITIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

WORK NECESSARY TO ACHIEVE THIS THIS

REQUIREMENT, EVEN THOUGH PROCEDURES

ARE NOT DETAILED FOR EACH SPECIFIC

CONDITION OR COMBINATION OF CONDITIONS.

2. PATCH AND REPAIR (EXTEND, RESTORE,

AND/OR CLOSE OPENING) ALL EXISTING

SURFACES DAMAGED BY DEMOLITION AND/ OR

INSTALLATION OF NEW WORK AND/ OR

UTILITIES, AS REQUIRED TO MATCH ADJACENT

SURFACES

3. SLECTIVELY REMOVE CRACKED BRICK OR

SPALLS GREATER THAN 1" AREA AND 1/4" DEPTH.

REMOVALS TO BE FIELD MARKED FOR

APPROVAL BY THE ARCHITECT PRIOR TO

REMOVAL. INSTALL NEW BRICK TO MATCH

EXISTING, NEW BRICK TIES AND ANCHRS AS

REQUIRED AND REMORTAR.

NEW BRICK TO BE INSTALLED TO FILL THE

EXISTING ROUGH OPENING AT MASONRY

NEW ACCESS PANEL FRAME AT FIXED

DIMENSIONS 24" X 24"

CRACKS LINES

REMOVE DAMAGED OR CRACKED

MASONRY BRICK. INSTALL NEW BRICK TO

MATCH EXISTING. REFER TO BRICK

REPAIR NOTES ON SHEET C5/ A-512

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-507

ACCESS WALL OPENING DETAILS

HMPRKP

SCALE: N.T.S.F6

DETAILS FOR ACCESS WALL OPENINGS

SCALE: N.T.S.C1

A. EXISTING ARC OPENING AT BRICK MASONRY - FIXED OPTION

SCALE: N.T.S.F1

C. EXISTING ROUGH OPENING AT BRICK MASONRY - FIXED OPTION

1. THERE ARE THREE (3) LOCATIONS AT THE BASEMENT LEVEL WHERE AN ACCESS PANEL HAS BEEN CALLED OUT;

A. EXISTING ARC OPENING AT BRICK MASONRY

B. NEW OPENING (24" X 24") AT BRICK MASONRY

C. EXISTING ROUGH OPENING TO BE FILLED AND/ OR PATCHED TO A FIXED DIMENSION OF 24" X 24"

GENERAL NOTES

NOTE: SIMILAR DETAIL AT BASE (OPPOSITE END)

AT FIRE DAMPERS WITH SHAFT WALL CONSTRUCTION

NOTE: OWNER TO SPECIFY LOCATION(S)

OF FEC. CONTRACTOR TO CONFIRM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-508

STANDARD FIRE PROTECTION DETAILS

RAPJMC

SCALE: N.T.S.B1

DETAIL WALL WITHIN 12 OF BEAM

SCALE: N.T.S.C1

RATED WALL UNDER BEAM

SCALE: N.T.S.E1

RATED WALLS OR SMOKE WALL UNDER BEAM (JOIST SIM)

SCALE: N.T.S.D4

SCHEMATIC ABUTMENT OF DISSIMILIAR PARTITIONS

SCALE: N.T.S.E4

PARTITION PRIORITY LEGEND

SCALE: N.T.S.C6

TYP STUD LOCATIONS AT FIRE DAMPERS IN RATED WALLS

SCALE: N.T.S.F1

TYPICAL RATED PARTITION DETAIL

SCALE: N.T.S.F4

TYP 5 8 GB PATCHES AT NEW AND EXISTING OPENINGS

SCALE: N.T.S.E6

SCHEMATIC RATED WALL TO EXTERIOR WALL

SCALE: N.T.S.F6

DRYWALL RATED PARTITIONS

SCALE: N.T.S.B8

STUD LOCATIONS

SCALE: N.T.S.B4

RECESSED FIRE EXTINGUISHER CABINET

SCALE: N.T.S.B6

TYP RECESSED CABINET IN RATED PARTITION

STONE BANDING:

100% CLEAN AND 100%

INSTALLATION OF NEW

MORTAR JOINTS

120"

90"

85"

23 1_

37"

REMOVE

AND

DISCARD

EXITING

METAL

RAILINGS

REMOVE AND DISCARD

EXITING METAL RAILINGS

16 1_ " 39 3_

12 1_

12 3_

11 1_

49"

FRONT ELEVATION SIDE ELEVATION

39 3_

12 1_

12 3_

11 1_

49"

1/2" EXPANSION JOINT

NEW METAL RAILING

TO BE INSTALLED

AND POWDER COATED.

NEW 4" CONCRETE

PAVEMENT SLAB

EXISTING STONE TO BE

CLEANED AND REPAIRED

NEW CONCRETE

STAIR TO MATCH

STONE IN COLOR.

V.I.F.

1/2" EXPANSION JOINT

SLOPE

6"

TOOL JOINT

TOOL EDGE

1' - 0"

1/2" EXPANSION JOINT

NEW METAL RAILING

TO BE INSTALLED AND

POWDER COATED .

NEW 4" CONCRETE

PAVEMENT SLAB

EXISTING MASONRY

TO REMAIN

EXISTING STONE TO BE

CLEANED AND REPAIRED

EXISTING STONE BANDING

TO BE CLEANED AND 100%

REPOINTING OF ALL STONE

JOINTS

NEW CONCRETE STAIR

TO MATCH STONE IN

COLOR. V.I.F.

42" 1' - 0"

KEY JOINT OR

SLIP DOWELS

3"

MIN

REINFORCEMENT STEEL

1/2" EXP. JOINT

REMOVE AND DISCARD

EXITING METAL RAILINGS

REMOVE AND DISCARD

EXITING METAL

RAILINGS

35"

12"

12"

12"

24"

80 3_

73"

16"

33 1_

STONE

BANDING:

100% CLEAN

AND 100%

INSTALLATION

OF NEW MORTAR

JOINTS

FRONT ELEVATION SIDE ELEVATION

1/2" EXPANSION JOINT

NEW 4" CONCRETE PAVEMENT SLAB

EXISTING STONE TO BE CLEANED AND REPAIRED

EXISTING STONE BANDING TO BE CLEANED AND

100% REPOINTING OF ALL STONE JOINTS

NEW METAL RAILING TO BE INSTALLED AND

POWER COATED .

1/2" EXPANSION JOINT

SLOPE

6"

TOOL JOINT

TOOL EDGE

1' - 0"

1/2" EXPANSION JOINT

NEW METAL RAILING

TO BE INSTALLED AND

POWDER COATED .

NEW 4" CONCRETE

PAVEMENT SLAB

EXISTING MASONRY

TO REMAIN

EXISTING STONE TO BE

CLEANED AND REPAIRED

EXISTING STONE BANDING

TO BE CLEANED AND 100%

REPOINTING OF ALL STONE

JOINTS

NEW CONCRETE STAIR

TO MATCH STONE IN

COLOR. V.I.F.

42" 1' - 0"

KEY JOINT OR

SLIP DOWELS

3"

MIN

REINFORCEMENT STEEL

1/2" EXP. JOINT

3' OR 4" POST

MORTAR CAP

12" DIAMETER HOLE

6" POST SLEEVE

CRUSHED GRAVEL IN

BOTTOM OF THE HOLE

CONCRETE AROUND

POST SLEEVE (PVC)

CRUSHED GRAVEL

BACKFILL

APPROVED POST BASE

WITH POST ANCHOR

GRADE

3' - 0"

POURED

CONCRETE PIER

AND FOOTING

NOTE:

1. POSTS MUST BE CENTERED ON FOOTINGS

2. FOOTINGS MUST BEAR ON SOLID GROUND

-4"

3 - #3 TIES

EQ. SPACED

#4 TYP

-2"

4 - #4

#3 TIE

SONOTUBE

SEE SHEET

C5/A-403

FOR DIA.

CL, TYP.

PLAN

SECTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-509

CONCRETE DETAILS

HMPRKP

SCALE: 3/4" = 1'-0"B1

ELEVATION OF EXISTING EXTERIOR SOUTH STAIR

SCALE: 3/8" = 1'-0"D1

PLAN OF NEW SOUTH EXTERIOR STAIR

SCALE: 3/4" = 1'-0"D3

SECTION DETAIL OF NEW SOUTH EXTERIOR STAIR

SCALE: 3/4" = 1'-0"F1

ELEVATION OF EXISTING EXTERIOR NORTH STAIR

SCALE: 1/2" = 1'-0"B6

PLAN OF NEW NORTH EXTERIOR STAIR

SCALE: 3/4" = 1'-0"D6

SECTION DETAIL OF NEW NORTH EXTERIOR STAIR

SCALE: 3/4" = 1'-0"F6

RAILING POST EMBEDMENT DETAIL

SCALE: 3/4" = 1'-0"F8

TYPICAL POST DETAIL

SCALE: = 1'-0"3/4"

0 1 2 31

SCALE: = 1'-0"

0 2 42

1/2"SCALE: = 1'-0"3/8"

0 2 4 62

DOWNSPOUT

FLASHING

SPLASH BLOCK

1. ALL WORK SHALL BE COMPLETE AND OPERATIONAL.

2. ALL DIMENSIONS TO BE VERIFIED IN FIELD. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS PRIOR TO STARTING WORK.

3. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY DEMOLITION AND/ OR INSTALLATION OF NEW WORK, AS REQUIRED TO MATCH ADJACENT SURFACES AND/ OR TO RECEIVE NEW SCHEDULED

FINISHES.

4. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE

WORK AS INDICATED.

5. CONTRACTOR SHALL INVESTIGATE EXISTING CONDITIONS PRIOR TO STARTING WORK. WHEN SUCH

ITEMS ARE SCHEDULED TO BE DEMOLISHED, SHORE UP SYSTEM PROPERLY PRIOR TO REMOVING

THEM. WHEN IN DOUBT, CONTACT ARCHITECT PRIOR TO REMOVING ANY ITEMS IN QUESTION.

6. NEW WORK TO MATCH EXISTING HISTORICAL LOOK OF GUTTER, DOWNSPOUTS, STRAPS AND ALL

ASSOCIATED ACCESSORIES IN KIND (COLOR, SHAPE, PROFILE TEXTURE, MATERIAL ETC.)

GENERAL NOTES:HOLE EA. SIDE

5/16 " X 1/8 " SLOTTED

SIZE AS SHOWN

ELSEWHERE

ELSEWHERE

SIZE AS SHOWN

DIA. BOLT IN

CHOR. SEE

DRILL FOR 1/4 "

LEAD EXP. AN-

NOTE.

LEAD WASHER

DOWNSPOUT & SHOE

.024" ALUM. OR .012"

FRONT, ALLOPTIONS

STAINLESS STEEL

DOWNSPOUT STRAPS

TO BE 48 oz. COLD

ROLLED BRASS, .060"

TO BE 16 oz. COPPER, ALUM. OR .050" STAIN-

SCREWS- 1 EA. SIDE &

FOR ALUM. OPTION)

LESS STL. (SEE SPECS.

BRASS, ALUM. OR

1/4 " DIA. X 5/8 " BOLT -

STAINLESS STEEL

#14 S.S. SHEET METAL

OUTLET TUBE

SOLDERED

FLANGE

GUTTER LINING

DOWNSPOUT

STRAP

AT 30" O.C.

GUTTER

BRASS BAR

DOWNSPOUT

BRACKET

AT 30" O.C.

BOLT W/ NUT

GUTTER-END

BASE FLASHING

4"M

IN.

6" MIN.

NOTE: STRAPS AND BRACKETS TO BE COMPATIBLE

REPAIR OR REPLACE COPPER

DOWNSPOUT ASSEMBLIES AS