Drawing Part-10.pdf
PDF 3 MB Posted
- Solicitation number
- 36C24921B0013
About this file
This solicitation is for a construction project to replace the roof on Building 77 at the James H. Quillen VA Medical Center in Mountain Home, Tennessee. The contractor shall furnish all labor, materials, equipment, supervision, and other necessary items to complete the roof replacement per drawings and specifications. The project is set aside 100% for Service-Disabled Veteran Owned Small Businesses. The period of performance is 180 calendar days from notice to proceed. Work will be performed during normal business hours Monday through Friday. The solicitation number is 36C24921B0013 and bids are due by February 1, 2022. The estimated contract value exceeds $750,000 so the selected contractor must register in CPARS for past performance reviews.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 36C24921B0013 0006.pdf | ||
| 36C24921B0013 0005.pdf | ||
| 36C24921B0013 0004.pdf | ||
| Specification 073126.pdf | ||
| 36C24921B0013 0003.pdf | ||
| 32 18 27 -02792-PLAYGROUND SURFACING - POURED RUBBER.pdf | ||
| 36C24921B0013 0002.pdf | ||
| 36C24921B0013 0001.pdf | ||
| Specifications.pdf | ||
| Drawing Part-5.pdf | ||
| Drawing Part-7.pdf | ||
| Drawing Part-4.pdf | ||
| Drawing Part-11.pdf | ||
| Drawing Part-1.pdf | ||
| 36C24921B0013_3.docx | DOCX document | |
| Drawing Part-9.pdf | ||
| RFI Form - Install Historic Site Enhancements.pdf | ||
| Drawing Part-6.pdf | ||
| Drawing Part-8.pdf | ||
| Drawing Part-12.pdf | ||
| WD 20220191 9-2-2022.pdf | ||
| Contractor EMR Certification Form.pdf | ||
| Drawing Part-3.pdf | ||
| Drawing Part-2.pdf | ||
| Header - List of Attachments.txt | TXT text file | |
| Drawing Part-13.pdf |
Show all 26
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Text version
P L
PL
P P
MRI
8"
8"
T R A
IL
O R
TO JCMC
(MED. CENTER)
TO
E
TS
U
SO
UT
HE
RN
R R
40 41
8"
6"
4"
6" 6"
4"
6" 4"
6"
6"
8"
12"12"
12"
12" 8"
6"
8"
6"
6" 6"
4" PVC
(2/99)ESG
CONST.
TRAILOR
(6/90)
8" PVC
(6/90)
8" PVC
5"N.H C.I.
(6/90)
(6/90) C.I.
5"N.H
12" 12" 12" 12"
6" 4" 4"
8" 8"
6"
6"
6" 6"
4"
4"
8"
15"
15"
6"
24"
24" 18"
15"
24"
24"
24"
8"
10" 15"
15"
15"
15"
C.O.
C.O.
6"
8" 8"
8"
8"
8"
6"
8"
8" 3"
BRUSH
CREE
K
LA
KE
D R.
E
AS
T
LAKE DR. WEST
DOGWOOD
AVE.
F
IF
T H
S T
MAPLE
AVE.
MEMORIAL AVE.
F O U R T H
S T . T H
IR
D
S T
MEMORIAL AVE.
MAPLE
AVE.
MAGNOLIA
AVE.
S E C O N D
S T
F
IR
ST
S T.
LAMONT
ST.
S
ID
N E Y
S T
DOGWOOD
AVE.
BROWNLOW
CI
RC
LE
LAKE
BRUSH
CREE
K
ASHE
AVE.
BRADFORD PEAR LANE
S. FIRST
ST.
PEA
CE
AVE
CEMETERY
M
AIN
T.
R D.
PEACE AVE.
S U N S E T
D R
FREEDOM RD.
CEMETERY
VI
CT
OR
Y
LN
SUNSET
DR.
FRE
EDO
M R D.
VICTORY LN.
G E N E R A L N O T E S
1. COORDINATE LOCATION OF ALL ADDITIONAL WORK WITH CIVIL DRAWINGS.
2. 100'-0" EQUALS 1711 FEET ON CIVIL DRAWINGS.
3. EXISTING COLUMNS ARE IONIC ORDER BUT DRAWN IN THE DORIC ORDER.
4. THIS STRUCTURE IS HISTORICAL AND CHANGES SHOWN HAVE BEEN APROVED. NO DEVIATIONS
FROM THE PROPOSED DRAWINGS SHALL BE ALLOWED.
5. HISTORICAL MASONRY RESTORATON REQUIREMENTS:
A. MASONRY CONTRACTOR TO REVIEW EXISTING CONDITIONS AND REVIEW WITH
C.O.R PRIOR TO ANY REPAIR WORK PROCEEDING RECOMMENDATIONS FOR
REPAIRING MASONRY WALLS AND OTHER MASONRY FEATURES BY REPOINTING THE
MORTAR JOINTS WHERE THERE IS EVIDENCE OF DETERIORATION, SUCH AS
DISINTEGRATING MORTAR, CRACKS IN MORTAR JOINTS, AND LOOSE BRICKS.
B. USE POWER TOOLS ONLY ON HORIZONTAL JOINTS ON BRICK MASONRY IN
CONJUNCTION WITH HAND CHISELING TO REMOVE HARD MORTAR THAT IS
DETERIORATED OR THAT IS A NON-HISTORIC MATERIAL. MINIMIZE DAMAGE TO THE
MASONRY UNITS. MECHANICAL TOOLS SHOULD BE USED ONLY BY SKILLED MASONS
IN LIMITED CIRCUMSTANCES AND GENERALLY NOT ON SHORT, VERTICAL JOINTS IN
BRICK MASONRY.
C. DUPLICATE HISTORIC MORTAR JOINTS IN STRENGTH, COMPOSITION, COLOR, AND
TEXTURE WHEN REPOINTING IS NECESSARY. IN SOME CASES, A LIME-BASED
MORTAR MAY ALSO BE CONSIDERED WHEN REPOINTING PORTLAND CEMENT
MORTAR BECAUSE IT IS MORE FLEXIBLE.
D. LIMIT CLEANING MASONRY SURFACES TO AVOID INTRODUCING CHEMICALS OR
MOISTURE INTO HISTORIC MATERIALS.
E. AVOID CLEANING WITH CHEMICAL PRODUCTS THAT WILL DAMAGE MASONRY,
INCLUDING ACID ON CHEMICALS ON MASONRY SURFACES.
F. DUPLICATE HISTORIC MASONRY IN STRENGTH, COMPOSITION, COLOR, AND
TEXTURE WHEN REPLACED.LAMONT STREET
S E
C O
N D
S T
R E
E T
34' - 6"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPLANDSCAPE ARCHITECT / CIVIL ENGINEER
321 4 5 6 7 8 9 10
NOT FOR CONSTRUCTION
9812155 EXPIRES 12/31/2021
PATRICK ALLEN HILLIER
C R e v it U s e r
F ile s \2
\F F
E
M t H o m e
I n s ta ll S ig n s p a tr ic k .h ill ie r@ ff e -s e rv
.c o m
.r v t
/2
/2
:1
:0
P
M
A101
NORTH GATE PLAN
06/25/2021 PH JK
AE INSTALL SIGNS AND HISTORICAL
SITE ENHANCE
#621-20-104
MT. HOME, TENNESSEE
CONSTRUCTION BID
DOCUMENTS SITE
JAMES H.
QUILLEN VA
MEDICAL
CENTER
SCALE: 1" = 10'-0"
NORTH GATE PLAN
D R A W I N G N O T E S :
1 REMOVE AND REPLACE EXISTING CHAIN LINK SWING GATE WITH NEW IRON SWING GATE AND
ASSOCIATED POST.
2 REMOVE AND REPLACE EXISTING CHAIN LINK FENCE WITH STEEL PICKET FENCE SYSTEM
3 EXISTING CHAIN LINK FENCE TO REMAIN.
K E Y P L A N
Revisions: Date:
CONSTRUCTION DOCUMENTS 06/25/2021
VHAMOULopezJ Line
MRI
8"
8"
T R A
IL
O R
TO JCMC
(MED. CENTER)
TO
E
TS
U
SO
UT
HE
RN
R R
40 41
8"
6"
4"
6" 6"
4"
6" 4"
6"
6"
8"
12"12"
12"
12" 8"
6"
8"
6"
6" 6"
4" PVC
(2/99)ESG
CONST.
TRAILOR
(6/90)
8" PVC
(6/90)
8" PVC
5"N.H C.I.
(6/90)
(6/90) C.I.
5"N.H
12" 12" 12" 12"
6" 4" 4"
8" 8"
6"
6"
6" 6"
4"
4"
8"
15"
15"
6"
24"
24" 18"
15"
24"
24"
24"
8"
10" 15"
15"
15"
15"
C.O.
C.O.
6"
8" 8"
8"
8"
8"
6"
8"
8" 3"
BRUSH
CREE
K
LA
KE
D R.
E
AS
T
LAKE DR. WEST
DOGWOOD
AVE.
F
IF
T H
S T
MAPLE
AVE.
MEMORIAL AVE.
F O U R T H
S T . T H
IR
D
S T
MEMORIAL AVE.
MAPLE
AVE.
MAGNOLIA
AVE.
S E C O N D
S T
F
IR
ST
S T.
LAMONT
ST.
S
ID
N E Y
S T
DOGWOOD
AVE.
BROWNLOW
CI
RC
LE
LAKE
BRUSH
CREE
K
ASHE
AVE.
BRADFORD PEAR LANE
S. FIRST
ST.
PEA
CE
AVE
CEMETERY
M
AIN
T.
R D.
PEACE AVE.
S U N S E T
D R
FREEDOM RD.
CEMETERY
VI
CT
OR
Y
LN
SUNSET
DR.
FRE
EDO
M R D.
VICTORY LN.
M O
U N
T A
IN
H
O M
E D
R
IV
E
W. LAKE DRIVE
E L A
K E
D R
IV
E
1 STORY BRICK
BUILDING
1 STORY BRICK
BUILDING
1 STORY BRICK
BUILDING
4 5
30' - 0"
30' - 0"
30' - 4 1/4"
7' - 8 1/4"
27' - 1 1/4"
G E N E R A L N O T E S
1. COORDINATE LOCATION OF ALL ADDITIONAL WORK WITH CIVIL DRAWINGS.
2. 100'-0" EQUALS 1711 FEET ON CIVIL DRAWINGS.
3. EXISTING COLUMNS ARE IONIC ORDER BUT DRAWN IN THE DORIC ORDER.
4. THIS STRUCTURE IS HISTORICAL AND CHANGES SHOWN HAVE BEEN APROVED. NO DEVIATIONS
FROM THE PROPOSED DRAWINGS SHALL BE ALLOWED.
5. HISTORICAL MASONRY RESTORATON REQUIREMENTS:
A. MASONRY CONTRACTOR TO REVIEW EXISTING CONDITIONS AND REVIEW WITH
C.O.R PRIOR TO ANY REPAIR WORK PROCEEDING RECOMMENDATIONS FOR
REPAIRING MASONRY WALLS AND OTHER MASONRY FEATURES BY REPOINTING THE
MORTAR JOINTS WHERE THERE IS EVIDENCE OF DETERIORATION, SUCH AS
DISINTEGRATING MORTAR, CRACKS IN MORTAR JOINTS, AND LOOSE BRICKS.
B. USE POWER TOOLS ONLY ON HORIZONTAL JOINTS ON BRICK MASONRY IN
CONJUNCTION WITH HAND CHISELING TO REMOVE HARD MORTAR THAT IS
DETERIORATED OR THAT IS A NON-HISTORIC MATERIAL. MINIMIZE DAMAGE TO THE
MASONRY UNITS. MECHANICAL TOOLS SHOULD BE USED ONLY BY SKILLED MASONS
IN LIMITED CIRCUMSTANCES AND GENERALLY NOT ON SHORT, VERTICAL JOINTS IN
BRICK MASONRY.
C. DUPLICATE HISTORIC MORTAR JOINTS IN STRENGTH, COMPOSITION, COLOR, AND
TEXTURE WHEN REPOINTING IS NECESSARY. IN SOME CASES, A LIME-BASED
MORTAR MAY ALSO BE CONSIDERED WHEN REPOINTING PORTLAND CEMENT
MORTAR BECAUSE IT IS MORE FLEXIBLE.
D. LIMIT CLEANING MASONRY SURFACES TO AVOID INTRODUCING CHEMICALS OR
MOISTURE INTO HISTORIC MATERIALS.
E. AVOID CLEANING WITH CHEMICAL PRODUCTS THAT WILL DAMAGE MASONRY,
INCLUDING ACID ON CHEMICALS ON MASONRY SURFACES.
F. DUPLICATE HISTORIC MASONRY IN STRENGTH, COMPOSITION, COLOR, AND
TEXTURE WHEN REPLACED.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPLANDSCAPE ARCHITECT / CIVIL ENGINEER
321 4 5 6 7 8 9 10
NOT FOR CONSTRUCTION
9812155 EXPIRES 12/31/2021
PATRICK ALLEN HILLIER
C R e v it U s e r
F ile s \2
\F F
E
M t H o m e
I n s ta ll S ig n s p a tr ic k .h ill ie r@ ff e -s e rv
.c o m
.r v t
/2
/2
:1
:0
P
M
A102
SOUTH GATE PLAN
06/25/2021 PH JK
AE INSTALL SIGNS AND HISTORICAL
SITE ENHANCE
#621-20-104
MT. HOME, TENNESSEE
CONSTRUCTION BID
DOCUMENTS SITE
JAMES H.
QUILLEN VA
MEDICAL
CENTER
N.T.S.Scale:
SOUTH GATE PLAN
D R A W I N G N O T E S :
1 6' TALL ROLLING GATE ON V-TRACK. SEE DETAILS 2/A103, 3/A103, 4/A103.
2 REMOVE EXISTING LATCHING POST.
3 REMOVE EXISTING CHAIN LINK GATE AND ASSOCIATED GUIDE POSTS.
4 EXISTING CHAIN LINK FENCE TO REMAIN.
5 EXISTING CHAIN LINK GATE TO REMAIN.
6 LATCHING POST FOR ROLLING GATE. SEE DETAILS 2/A103, 3/A103, 4/A103.
7 REMOVE EXISTING SIGNAGE.
8 EXISTING SIGNAGE TO REMAIN.
9 EXISTING LAMP POST TO REMAIN.
10 GUIDE POST. SEE DETAILS 2/A103, 3/A103, 4/A103.
11 EXISTING BRICK PIER TO REMAIN.
12 STEEL PICKET FENCE SYSTEM.
K E Y P L A N
Revisions: Date:
CONSTRUCTION DOCUMENTS 06/25/2021
GATE OPENING
6' THROUGH 30'
DETAIL B
GATE
HEIGHTS
6', 7', 8'
36" 123/4"±1/4"
DETAIL C
FENCE LINE
LATCHING POST
LATCH
ROLLER GUIDE POST
ROLLER GUIDE POST
FENCE LINE
V-TRACKDETAIL A
MRI
8"
8"
T R A
IL
O R
TO JCMC
(MED. CENTER)
TO
E
TS
U
SO
UT
HE
RN
R R
40 41
8"
6"
4"
6" 6"
4"
6" 4"
6"
6"
8"
12"12"
12"
12" 8"
6"
8"
6"
6" 6"
4" PVC
(2/99)ESG
CONST.
TRAILOR
(6/90)
8" PVC
(6/90)
8" PVC
5"N.H C.I.
(6/90)
(6/90) C.I.
5"N.H
12" 12" 12" 12"
6" 4" 4"
8" 8"
6"
6"
6" 6"
4"
4"
8"
15"
15"
6"
24"
24" 18"
15"
24"
24"
24"
8"
10" 15"
15"
15"
15"
C.O.
C.O.
6"
8" 8"
8"
8"
8"
6"
8"
8" 3"
BRUSH
CREE
K
LA
KE
D R.
E
AS
T
LAKE DR. WEST
DOGWOOD
AVE.
F
IF
T H
S T
MAPLE
AVE.
MEMORIAL AVE.
F O U R T H
S T . T H
IR
D
S T
MEMORIAL AVE.
MAPLE
AVE.
MAGNOLIA
AVE.
S E C O N D
S T
F
IR
ST
S T.
LAMONT
ST.
S
ID
N E Y
S T
DOGWOOD
AVE.
BROWNLOW
CI
RC
LE
LAKE
BRUSH
CREE
K
ASHE
AVE.
BRADFORD PEAR LANE
S. FIRST
ST.
PEA
CE
AVE
CEMETERY
M
AIN
T.
R D.
PEACE AVE.
S U N S E T
D R
FREEDOM RD.
CEMETERY
VI
CT
OR
Y
LN
SUNSET
DR.
FRE
EDO
M R D.
VICTORY LN.
G E N E R A L N O T E S
1. COORDINATE LOCATION OF ALL ADDITIONAL WORK WITH CIVIL DRAWINGS.
2. 100'-0" EQUALS 1711 FEET ON CIVIL DRAWINGS.
3. EXISTING COLUMNS ARE IONIC ORDER BUT DRAWN IN THE DORIC ORDER.
4. THIS STRUCTURE IS HISTORICAL AND CHANGES SHOWN HAVE BEEN APROVED. NO DEVIATIONS
FROM THE PROPOSED DRAWINGS SHALL BE ALLOWED.
5. HISTORICAL MASONRY RESTORATON REQUIREMENTS:
A. MASONRY CONTRACTOR TO REVIEW EXISTING CONDITIONS AND REVIEW WITH
C.O.R PRIOR TO ANY REPAIR WORK PROCEEDING RECOMMENDATIONS FOR
REPAIRING MASONRY WALLS AND OTHER MASONRY FEATURES BY REPOINTING THE
MORTAR JOINTS WHERE THERE IS EVIDENCE OF DETERIORATION, SUCH AS
DISINTEGRATING MORTAR, CRACKS IN MORTAR JOINTS, AND LOOSE BRICKS.
B. USE POWER TOOLS ONLY ON HORIZONTAL JOINTS ON BRICK MASONRY IN
CONJUNCTION WITH HAND CHISELING TO REMOVE HARD MORTAR THAT IS
DETERIORATED OR THAT IS A NON-HISTORIC MATERIAL. MINIMIZE DAMAGE TO THE
MASONRY UNITS. MECHANICAL TOOLS SHOULD BE USED ONLY BY SKILLED MASONS
IN LIMITED CIRCUMSTANCES AND GENERALLY NOT ON SHORT, VERTICAL JOINTS IN
BRICK MASONRY.
C. DUPLICATE HISTORIC MORTAR JOINTS IN STRENGTH, COMPOSITION, COLOR, AND
TEXTURE WHEN REPOINTING IS NECESSARY. IN SOME CASES, A LIME-BASED
MORTAR MAY ALSO BE CONSIDERED WHEN REPOINTING PORTLAND CEMENT
MORTAR BECAUSE IT IS MORE FLEXIBLE.
D. LIMIT CLEANING MASONRY SURFACES TO AVOID INTRODUCING CHEMICALS OR
MOISTURE INTO HISTORIC MATERIALS.
E. AVOID CLEANING WITH CHEMICAL PRODUCTS THAT WILL DAMAGE MASONRY,
INCLUDING ACID ON CHEMICALS ON MASONRY SURFACES.
F. DUPLICATE HISTORIC MASONRY IN STRENGTH, COMPOSITION, COLOR, AND
TEXTURE WHEN REPLACED.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPLANDSCAPE ARCHITECT / CIVIL ENGINEER
321 4 5 6 7 8 9 10
NOT FOR CONSTRUCTION
9812155 EXPIRES 12/31/2021
PATRICK ALLEN HILLIER
C R e v it U s e r
F ile s \2
\F F
E
M t H o m e
I n s ta ll S ig n s p a tr ic k .h ill ie r@ ff e -s e rv
.c o m
.r v t
/2
/2
:1
:1
P
M
A103
GATE DETAILS
06/25/2021 PH JK
AE INSTALL SIGNS AND HISTORICAL
SITE ENHANCE
#621-20-104
MT. HOME, TENNESSEE
CONSTRUCTION BID
DOCUMENTS SITE
JAMES H.
QUILLEN VA
MEDICAL
CENTER
D R A W I N G N O T E S :
SCALE: 1/2" = 1'-0"
GATE LONGITUDINAL SECTION
SCALE: 1/2" = 1'-0"
GATE TRANSVERSE SECTION
SCALE: 1/2" = 1'-0"
GATE PLAN
K E Y P L A N
8"
T R A
IL
O R
TO JCMC
(MED. CENTER)
TO
E
TS
U
SO
UT
HE
RN
R R
40 41
8"
6"
4"
6" 6"
4"
6" 4"
6"
6"
8"
12"12"
12"
12" 8"
6"
8"
6"
6" 6"
4" PVC
(2/99)ESG
CONST.
TRAILOR
(6/90)
8" PVC
(6/90)
8" PVC
5"N.H C.I.
(6/90)
(6/90) C.I.
5"N.H
12" 12" 12" 12"
6" 4" 4"
8" 8"
6"
6"
6" 6"
4"
4"
8"
15"
15"
6"
24"
24" 18"
15"
24"
24"
24"
8"
10" 15"
15"
15"
15"
C.O.
C.O.
6"
8" 8"
8"
8"
8"
6"
8"
8" 3"
BRUSH
CREE
K
LA
KE
D R.
E
AS
T
LAKE DR. WEST
DOGWOOD
AVE.
F
IF
T H
S T
MAPLE
AVE.
MEMORIAL AVE.
F O U R T H
S T . T H
IR
D
S T
MEMORIAL AVE.
MAPLE
AVE.
MAGNOLIA
AVE.
S E C O N D
S T
F
IR
ST
S T.
LAMONT
ST.
S
ID
N E Y
S T
DOGWOOD
AVE.
BROWNLOW
CI
RC
LE
LAKE
BRUSH
CREE
K
ASHE
AVE.
BRADFORD PEAR LANE
S. FIRST
ST.
PEA
CE
AVE
CEMETERY
M
AIN
T.
R D.
PEACE AVE.
S U N S E T
D R
FREEDOM RD.
CEMETERY
VI
CT
OR
Y
LN
SUNSET
DR.
FRE
EDO
M R D.
VICTORY LN.
G E N E R A L N O T E S
A. THIS SHEET IS FOR GENERAL REFERENCE OF EXISTING CONDITIONS. SEE DETAILED DRAWINGS FOR
DEMOLITION AND NEW WORK REQUIRED.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPLANDSCAPE ARCHITECT / CIVIL ENGINEER
321 4 5 6 7 8 9 10
NOT FOR CONSTRUCTION
9812155 EXPIRES 12/31/2021
PATRICK ALLEN HILLIER
C R e v it U s e r
F ile s \2
\F F
E
M t H o m e
I n s ta ll S ig n s p a tr ic k .h ill ie r@ ff e -s e rv
.c o m
.r v t
/2
/2
:1
:1
P
M
A104
BAND STAND EXISTING
CONDITIONS
06/25/2021 PH TD
AE INSTALL SIGNS AND HISTORICAL
SITE ENHANCE
#621-20-104
MT. HOME, TENNESSEE
CONSTRUCTION BID
DOCUMENTS SITE
JAMES H.
QUILLEN VA
MEDICAL
CENTER
K E Y P L A N
DAMAGED MASONRY
AND JOINTS
CRACKED CONCRETE SLAB
VEGETATION ON BRICK
8"
T R A
IL
O R
TO JCMC
(MED. CENTER)
TO
E
TS
U
SO
UT
HE
RN
R R
40 41
8"
6"
4"
6" 6"
4"
6" 4"
6"
6"
8"
12"12"
12"
12" 8"
6"
8"
6"
6" 6"
4" PVC
(2/99)ESG
CONST.
TRAILOR
(6/90)
8" PVC
(6/90)
8" PVC
5"N.H C.I.
(6/90)
(6/90) C.I.
5"N.H
12" 12" 12" 12"
6" 4" 4"
8" 8"
6"
6"
6" 6"
4"
4"
8"
15"
15"
6"
24"
24" 18"
15"
24"
24"
24"
8"
10" 15"
15"
15"
15"
C.O.
C.O.
6"
8" 8"
8"
8"
8"
6"
8"
8" 3"
BRUSH
CREE
K
LA
KE
D R.
E
AS
T
LAKE DR. WEST
DOGWOOD
AVE.
F
IF
T H
S T
MAPLE
AVE.
MEMORIAL AVE.
F O U R T H
S T . T H
IR
D
S T
MEMORIAL AVE.
MAPLE
AVE.
MAGNOLIA
AVE.
S E C O N D
S T
F
IR
ST
S T.
LAMONT
ST.
S
ID
N E Y
S T
DOGWOOD
AVE.
BROWNLOW
CI
RC
LE
LAKE
BRUSH
CREE
K
ASHE
AVE.
BRADFORD PEAR LANE
S. FIRST
ST.
PEA
CE
AVE
CEMETERY
M
AIN
T.
R D.
PEACE AVE.
S U N S E T
D R
FREEDOM RD.
CEMETERY
VI
CT
OR
Y
LN
SUNSET
DR.
FRE
EDO
M R D.
VICTORY LN.
G E N E R A L N O T E S
1. COORDINATE LOCATION OF ALL ADDITIONAL WORK WITH CIVIL DRAWINGS.
2. 100'-0" EQUALS 1711 FEET ON CIVIL DRAWINGS.
3. EXISTING COLUMNS ARE IONIC ORDER BUT DRAWN IN THE DORIC ORDER.
4. THIS STRUCTURE IS HISTORICAL AND CHANGES SHOWN HAVE BEEN APROVED. NO DEVIATIONS
FROM THE PROPOSED DRAWINGS SHALL BE ALLOWED.
5. HISTORICAL MASONRY RESTORATON REQUIREMENTS:
A. MASONRY CONTRACTOR TO REVIEW EXISTING CONDITIONS AND REVIEW WITH
C.O.R PRIOR TO ANY REPAIR WORK PROCEEDING RECOMMENDATIONS FOR
REPAIRING MASONRY WALLS AND OTHER MASONRY FEATURES BY REPOINTING THE
MORTAR JOINTS WHERE THERE IS EVIDENCE OF DETERIORATION, SUCH AS
DISINTEGRATING MORTAR, CRACKS IN MORTAR JOINTS, AND LOOSE BRICKS.
B. USE POWER TOOLS ONLY ON HORIZONTAL JOINTS ON BRICK MASONRY IN
CONJUNCTION WITH HAND CHISELING TO REMOVE HARD MORTAR THAT IS
DETERIORATED OR THAT IS A NON-HISTORIC MATERIAL. MINIMIZE DAMAGE TO THE
MASONRY UNITS. MECHANICAL TOOLS SHOULD BE USED ONLY BY SKILLED MASONS
IN LIMITED CIRCUMSTANCES AND GENERALLY NOT ON SHORT, VERTICAL JOINTS IN
BRICK MASONRY.
C. DUPLICATE HISTORIC MORTAR JOINTS IN STRENGTH, COMPOSITION, COLOR, AND
TEXTURE WHEN REPOINTING IS NECESSARY. IN SOME CASES, A LIME-BASED
MORTAR MAY ALSO BE CONSIDERED WHEN REPOINTING PORTLAND CEMENT
MORTAR BECAUSE IT IS MORE FLEXIBLE.
D. LIMIT CLEANING MASONRY SURFACES TO AVOID INTRODUCING CHEMICALS OR
MOISTURE INTO HISTORIC MATERIALS.
E. AVOID CLEANING WITH CHEMICAL PRODUCTS THAT WILL DAMAGE MASONRY,
INCLUDING ACID ON CHEMICALS ON MASONRY SURFACES.
F. DUPLICATE HISTORIC MASONRY IN STRENGTH, COMPOSITION, COLOR, AND
TEXTURE WHEN REPLACED.
2/A105
3/A105
A105
A105
TYP.
TYP.
TYP.
Ground 100' - 0"
Level 1 - Floor 104' - 6"
B.O. - Footing 96' - 0"
A105
A105
Ground 100' - 0"
Level 1 - Floor 104' - 6"
B.O. - Footing 96' - 0"
A105
A105
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPLANDSCAPE ARCHITECT / CIVIL ENGINEER
321 4 5 6 7 8 9 10
NOT FOR CONSTRUCTION
9812155 EXPIRES 12/31/2021
PATRICK ALLEN HILLIER
C R e v it U s e r
F ile s \2
\F F
E
M t H o m e
I n s ta ll S ig n s p a tr ic k .h ill ie r@ ff e -s e rv
.c o m
.r v t
/2
/2
:1
:2
P
M
A105
BAND STAND REHABILITATION
06/25/2021 PH TD
AE INSTALL SIGNS AND HISTORICAL
SITE ENHANCE
#621-20-104
MT. HOME, TENNESSEE
CONSTRUCTION BID
DOCUMENTS 10
JAMES H.
QUILLEN VA
MEDICAL
CENTER
D R A W I N G N O T E S :
1 REPAIR AND TUCK POINT MASONRY PER SPECIFICATIONS
2 REMOVE VEGETATION FROM EXISTING BRICK
3 REMOVE EXISTING PAINT AND REPAINT STEEL RAILS
4 REMOVE LOOSE PAINT, DIRT, AND DEBRIS FROM EXISTING WOOD COLUMNS STRUCTURE AND
MAKE SMOOTH - PREPARE SURFACE TO RECEIVE NEW PAINT FINISH - REPAINT PER
SPECIFICATIONS.
5 EXISTING CONCRETE STAIR TO REMAIN.
6 CLEAN, AND REMOVE ANY EXISTING FINISHES, AND SEAL CRACKS IN EXISTING CONCRETE SLAB.
7 EXISTING ROOF TO REMAIN.
8 REMOVE LOOSE PAINT, DIRT, AND DEBRIS FROM EXISTING WOOD ROOF STRUCTURE AND MAKE SMOOTH - PREPARE SURFACE TO RECEIVE NEW PAINT FINISH - REPAINT PER SPECIFICATIONS.
9 EXISTING FINIAL TO REMAIN
10 EXISTING FAN TO REMAIN
11 EXISTING GRADE TO REMAIN.
K E Y P L A N
1/4" = 1'-0" A
BAND STAND FLOOR PLAN
1/4" = 1'-0"
TYPICAL BAND STAND ELEVATION
1/4" = 1'-0"
BAND STAND SECTION
1/4" = 1'-0"
BAND STAND ELEVATION
8"
T R A
IL
O R
TO JCMC
(MED. CENTER)
TO
E
TS
U
SO
UT
HE
RN
R R
40 41
8"
6"
4"
6" 6"
4"
6" 4"
6"
6"
8"
12"12"
12"
12" 8"
6"
8"
6"
6" 6"
4" PVC
(2/99)ESG
CONST.
TRAILOR
(6/90)
8" PVC
(6/90)
8" PVC
5"N.H C.I.
(6/90)
(6/90) C.I.
5"N.H
12" 12" 12" 12"
6" 4" 4"
8" 8"
6"
6"
6" 6"
4"
4"
8"
15"
15"
6"
24"
24" 18"
15"
24"
24"
24"
8"
10" 15"
15"
15"
15"
C.O.
C.O.
6"
8" 8"
8"
8"
8"
6"
8"
8" 3"
BRUSH
CREE
K
LA
KE
D R.
E
AS
T
LAKE DR. WEST
DOGWOOD
AVE.
F
IF
T H
S T
MAPLE
AVE.
MEMORIAL AVE.
F O U R T H
S T . T H
IR
D
S T
MEMORIAL AVE.
MAPLE
AVE.
MAGNOLIA
AVE.
S E C O N D
S T
F
IR
ST
S T.
LAMONT
ST.
S
ID
N E Y
S T
DOGWOOD
AVE.
BROWNLOW
CI
RC
LE
LAKE
BRUSH
CREE
K
ASHE
AVE.
BRADFORD PEAR LANE
S. FIRST
ST.
PEA
CE
AVE
CEMETERY
M
AIN
T.
R D.
PEACE AVE.
S U N S E T
D R
FREEDOM RD.
CEMETERY
VI
CT
OR
Y
LN
SUNSET
DR.
FRE
EDO
M R D.
VICTORY LN.
3/A1053/A106
A106
A106
2/A106
TYP.
/2
Ground 100' - 0"
Level 1 - Floor 104' - 6"
A106
A106
A501
A501
A501
G E N E R A L N O T E S
A. ALL WORK ON THIS DRAWING IS iN ADDITION TO BAND STAND REHABILITATION DRAWINGS. OMIT THIS
WORK UNDER ALTERNATE.
B. COORDINATE LOCTION OF ALL ADDITIONAL WORK WITH CIVIL DRAWINGS.
C. 100'-0" EQUALS 1711 FEET ON CIVIL DRAWINGS.
D. EXISTING COLUMNS ARE IONIC ORDER BUT DRAWN IN THE DORIC ORDER.
Ground 100' - 0"
Level 1 - Floor 104' - 6"
A106
A106
TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPLANDSCAPE ARCHITECT / CIVIL ENGINEER
321 4 5 6 7 8 9 10
NOT FOR CONSTRUCTION
9812155 EXPIRES 12/31/2021
PATRICK ALLEN HILLIER
C R e v it U s e r
F ile s \2
\F F
E
M t H o m e
I n s ta ll S ig n s p a tr ic k .h ill ie r@ ff e -s e rv
.c o m
.r v t
/2
/2
:1
:3
P
M
A106
BAND STAND HISTORICAL
REHABILITATION (ALTERNATE 1)
06/25/2021 PH TD
AE INSTALL SIGNS AND HISTORICAL
SITE ENHANCE
#621-20-104
MT. HOME, TENNESSEE
CONSTRUCTION BID
DOCUMENTS 10
JAMES H.
QUILLEN VA
MEDICAL
CENTER
D R A W I N G N O T E S :
1 REMOVE EXISTING PIPE HANDRAIL AT STAIRS AND REPLACE WITH WOOD RAIL.
2 REMOVE EXISTING STEEL GUARDRAIL AND REPLACE WITH WOOD GUARDRAIL.
3 NEW PAINTED WOOD TRIM. 2X12 HARDWOOD WITH MOLDING.
4 REPLACE FAN - SEE ELECTRICAL DRAWINGS.
5 REMOVE EXISTING ASPHALT SHINGLE ROOFING SYSTEM DOWN TO SHEATHING. PATCH
SHEATHING PER SPECIFICATIONS - REPLACE WITH SLATE SHINGLES.
6 REPLACE EXISTING FINIAL WITH 16" COPPER SPHERICAL FINIAL.
K E Y P L A N
1/4" = 1'-0" A
BAND STAND FLOOR PLAN - REHABILITATION
1/4" = 1'-0"
BAND STAND ELEVATION REHABILITATION
1/4" = 1'-0"
BAND STAND SECTION - REHABILITATION
1/4" = 1'-0"
BAND STAND ELEVATION REHABILITATION
ALL WORK ON THIS PAGE - ALTERNATE #1
File details come from the government source that posted it. Updated .