GS05P10SEC0027 Amendment 0001.pdf
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- RECOVERY-GS-05P-10-SE-C-0027
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
2. AMENDMENT/MODIFICATiON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICIATION NO.
9B. DATED
(SEE
ITEM
11)
10A. MODIFICATION OF CONTRACT/ORDER NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER
NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
NSN 7540-01-152-8070
Previous edition unusable
KODET ARCHITECTURAL GROUP, LTD.
GS-05P-09-GB-D-0011
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
C E
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S K
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LA
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IS
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N N
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TE
S
GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
SHEET SIZE:
SHEET OF
DISCIPLINE SHEET TYPE SEQUENCE
DRAWING NO.
DRAWING TITLE
FILE NAME
CHECKED BY
DRAWN BY DATE DRAFTED:
PROJECT NO.
GSA PM
SUB. DATE
SUBMISSION
DESCRIPTION
PROJECT
TITLE
BUILDING NOs.
OTHER
BUILDING NO.
CITY/ST./ZIP
STREET
NAME
D R
A W
IN
G
P R
O
JE
C T
B U
IL
D
IN
G
SUB A/E
PRIME A/E
CONS. CONTR.
A/E CON. NO.
C O
N
TR
A C
TO
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S
GR
AP
HI
C
SC
AL
E
FLOOR NO.
CONSTR. CON.
FACILITY CODE
PROJECT
A/E TASK NO.
CONS. WORK
24 X 36
DRAWING INDEX
GENERAL SERVICE ADMINISTRATION
230 SOUTH DEARBORN
CHICAGO, ILLINOIS 60604
KODET ARCHITECTURAL GROUP, LTD.
15 GROVELAND TERRACE
MINNEAPOLIS, MN 55403
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
1/
/2
8:
:4
AM
G - 0.001
RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010hjs/ae ms
Title Sheet February 1, 2010
FINAL SUBMITTAL
Carey Lyons
Window Replacement
Building Facility Code
Building No. MN0015ZZ Duluth, MN 53802 515 West First Street Gerald W. Heaney Federal Building & U.S. Courthouse
XXXX
XXXX
XXXX
XXXX
Work Order #102
GERALD W. HEANEY FEDERAL BUILDING &
U.S. COURTHOUSE
515 West First Street Duluth, MN 53802
Building No. MN0015ZZ
FINAL SUBMITTAL
February 1, 2010
Sheet Number Sheet Name
G - 0.001 Title Sheet G - 0.002 Title Sheet
A - 0.002 Site A - 1.001 Basement Floor & First Floor Plan A - 1.002 Second Floor & Third Floor Plan A - 1.003 Fourth Floor & Attic Plan A - 2.001 Elevations A - 2.002 Elevations A - 2.003 Elevations A - 2.004 Elevations A - 5.001 Window Details A - 5.002 Window Details A - 6.001 Window Types & Schedules A - 6.002 Window Schedules
WINDOW REPLACEMENT
001 014
No. Date Description
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
C E
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S K
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P
LA
N R
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N N
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S
GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
SHEET SIZE:
SHEET OF
DISCIPLINE SHEET TYPE SEQUENCE
DRAWING NO.
DRAWING TITLE
FILE NAME
CHECKED BY
DRAWN BY DATE DRAFTED:
PROJECT NO.
GSA PM
SUB. DATE
SUBMISSION
DESCRIPTION
PROJECT
TITLE
BUILDING NOs.
OTHER
BUILDING NO.
CITY/ST./ZIP
STREET
NAME
D R
A W
IN
G
P R
O
JE
C T
B U
IL
D
IN
G
SUB A/E
PRIME A/E
CONS. CONTR.
A/E CON. NO.
C O
N
TR
A C
TO
R
S
GR
AP
HI
C
SC
AL
E
FLOOR NO.
CONSTR. CON.
FACILITY CODE
PROJECT
A/E TASK NO.
CONS. WORK
24 X 36
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
1/
/2
8:
:0
AM
G - 0.002
RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010ae/hjs ms
Title Sheet February 1, 2010
FINAL SUBMITTAL
Carey Lyons
Window Replacement
Building Facility Code
Building No. MN0015ZZ Duluth, MN 53802 515 West First Street Gerald W. Heaney Federal Building & U.S. Courthouse
XXXX
XXXX
XXXX
XXXX
Work Order #102
Window Replacement
002 014
WEST 2ND STREET
WEST 1ST STREET
N O
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(TYP.)
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KODET ARCHITECTURAL GROUP, LTD.
GS-05P-09-GB-D-0011
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
C E
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TI
FI
C
A
TI
O N
S K
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P
LA
N R
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IS
IO
N N
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S
GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
SHEET SIZE:
SHEET OF
DISCIPLINE SHEET TYPE SEQUENCE
DRAWING NO.
DRAWING TITLE
FILE NAME
CHECKED BY
DRAWN BY DATE DRAFTED:
PROJECT NO.
GSA PM
SUB. DATE
SUBMISSION
DESCRIPTION
PROJECT
TITLE
BUILDING NOs.
OTHER
BUILDING NO.
CITY/ST./ZIP
STREET
NAME
D R
A W
IN
G
P R
O
JE
C T
B U
IL
D
IN
G
SUB A/E
PRIME A/E
CONS. CONTR.
A/E CON. NO.
C O
N
TR
A C
TO
R
S
GR
AP
HI
C
SC
AL
E
FLOOR NO.
CONSTR. CON.
FACILITY CODE
PROJECT
A/E TASK NO.
CONS. WORK
24 X 36
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
1" = 20'-0"
1/
/2
8:
:3
AM
A - 0.002
RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010ae/hjs ms/beh
Site February 1, 2010
FINAL SUBMITTAL
GSA Manager
Window Replacement
Building Facility Code
Building No. MN0015ZZ Duluth, MN 53802 515 West First Street Gerald W. Heaney Federal Building & U.S. Courthouse
XXXX
XXXX
XXXX
XXXX
Work Order #102
1" = 20'-0"1 Site Plan
Window Replacement
PROJECT
NORTH
TRUE
NORTH
003 014
0' 5' 10' 20' 40'
A - 2.002
A - 2.002 1
A - 2.001
A - 2.0011
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WINDOWS LOCATED IN OPEN
AREAWAY WITH GUARDRAIL
KODET ARCHITECTURAL GROUP, LTD.
GS-05P-09-GB-D-0011
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
C E
R
TI
FI
C
A
TI
O N
S K
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P
LA
N R
E V
IS
IO
N N
O
TE
S
GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
SHEET SIZE:
SHEET OF
DISCIPLINE SHEET TYPE SEQUENCE
DRAWING NO.
DRAWING TITLE
FILE NAME
CHECKED BY
DRAWN BY DATE DRAFTED:
PROJECT NO.
GSA PM
SUB. DATE
SUBMISSION
DESCRIPTION
PROJECT
TITLE
BUILDING NOs.
OTHER
BUILDING NO.
CITY/ST./ZIP
STREET
NAME
D R
A W
IN
G
P R
O
JE
C T
B U
IL
D
IN
G
SUB A/E
PRIME A/E
CONS. CONTR.
A/E CON. NO.
C O
N
TR
A C
TO
R
S
GR
AP
HI
C
SC
AL
E
FLOOR NO.
CONSTR. CON.
FACILITY CODE
PROJECT
A/E TASK NO.
CONS. WORK
24 X 36
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
1/16" = 1'-0"
1/
/2
8:
:2
AM
A - 1.001
RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010ae/hjs ms/beh
Basement Floor & First Floor Plan February 1, 2010
FINAL SUBMITTAL
Carey Lyons
Window Replacement
Building Facility Code
Building No. MN0015ZZ Duluth, MN 53802 515 West First Street Gerald W. Heaney Federal Building & U.S. Courthouse
XXXX
XXXX
XXXX
XXXX
Work Order #102
1/16" = 1'-0"2 FIRST FLOOR PLAN
1/16" = 1'-0"1 BASEMENT FLOOR PLAN
Window Replacement
GENERAL NOTES
1. VERIFY CONDITIONS NOTED AS EXISTING AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES.
2. PROTECT EXISTING MATERIALS FROM DAMAGE.
3. FOR ADDITIONAL DEMOLITION NOTES SEE OTHER DRAWINGS.
4. DISPOSE OF DEMOLISHED MATERIALS UNLESS NOTED OTHERWISE.
5. DRAWINGS ARE INTENDED AS A GENERAL GUIDE FOR DEMOLITION AND ARE
NOT NECESSARILY ALL-INCLUSIVE. CONTRACTOR SHALL DO ADDITIONAL
DEMOLITION AS NECESSARY FOR A COMPLETE PROJECT AS DESCRIBED ON
THESE DRAWINGS & SPECIFICATIONS.
6. WHERE REPLACEMENT WINDOWS ARE INDICATED, REMOVE EXISTING
WINDOWS AND PREPARE OPENING FOR REPLACEMENT WINDOW.
7. REMOVE AND RESET WINDOW BLINDS AS NECESSARY FOR INSTALLATION
OF WINDOWS.
8. INCLUDE ALLOWANCE FOR REPLACING 96 L.F. OF MARBLE SILLS AND
192 L.F. OF WOOD SILLS. STAIN AND VARNISH WOOD SILLS.
KEY NOTES
1. REMOVE AND RESET EXISTING SECURITY GRILLES
/ BARS FOR INSTALLATION OF REPLACEMENT
WINDOWS.
2. REMOVE AND RESET AREAWAY COVERS FOR
INSTALLATION OF REPLACEMENT WINDOWS IN
AREAWAYS.
KEY
REPLACEMENT WINDOW NUMBER
TYPE, SEE "SHEET A-6.001"
E
0' 4' 8' 16' 32'
004 014
A - 2.002 1
A - 2.001
A - 2.0011
D
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A - 2.004
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KODET ARCHITECTURAL GROUP, LTD.
GS-05P-09-GB-D-0011
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
C E
R
TI
FI
C
A
TI
O N
S K
E Y
P
LA
N R
E V
IS
IO
N N
O
TE
S
GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
SHEET SIZE:
SHEET OF
DISCIPLINE SHEET TYPE SEQUENCE
DRAWING NO.
DRAWING TITLE
FILE NAME
CHECKED BY
DRAWN BY DATE DRAFTED:
PROJECT NO.
GSA PM
SUB. DATE
SUBMISSION
DESCRIPTION
PROJECT
TITLE
BUILDING NOs.
OTHER
BUILDING NO.
CITY/ST./ZIP
STREET
NAME
D R
A W
IN
G
P R
O
JE
C T
B U
IL
D
IN
G
SUB A/E
PRIME A/E
CONS. CONTR.
A/E CON. NO.
C O
N
TR
A C
TO
R
S
GR
AP
HI
C
SC
AL
E
FLOOR NO.
CONSTR. CON.
FACILITY CODE
PROJECT
A/E TASK NO.
CONS. WORK
24 X 36
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
1/16" = 1'-0"
1/
/2
8:
:4
AM
A - 1.002
RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010ae/hjs ms
Second Floor & Third Floor Plan February 1, 2010
FINAL SUBMITTAL
Carey Lyons
Window Replacement
Building Facility Code
Building No. MN0015ZZ Duluth, MN 53802 515 West First Street Gerald W. Heaney Federal Building & U.S. Courthouse
XXXX
XXXX
XXXX
XXXX
Work Order #102
1/16" = 1'-0"1 SECOND FLOOR PLAN
1/16" = 1'-0"2 THIRD FLOOR PLAN
Window Replacement
GENERAL NOTES
1. VERIFY CONDITIONS NOTED AS EXISTING AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES.
2. PROTECT EXISTING MATERIALS FROM DAMAGE.
3. FOR ADDITIONAL DEMOLITION NOTES SEE OTHER DRAWINGS.
4. DISPOSE OF DEMOLISHED MATERIALS UNLESS NOTED OTHERWISE.
5. DRAWINGS ARE INTENDED AS A GENERAL GUIDE FOR DEMOLITION AND ARE
NOT NECESSARILY ALL-INCLUSIVE. CONTRACTOR SHALL DO ADDITIONAL
DEMOLITION AS NECESSARY FOR A COMPLETE PROJECT AS DESCRIBED ON
THESE DRAWINGS & SPECIFICATIONS.
6. WHERE REPLACEMENT WINDOWS ARE INDICATED, REMOVE EXISTING
WINDOWS AND PREPARE OPENING FOR REPLACEMENT WINDOW.
7. REMOVE AND RESET WINDOW BLINDS AS NECESSARY FOR INSTALLATION OF
WINDOWS.
8. INCLUDE ALLOWANCE FOR REPLACING 96 L.F. OF MARBLE SILLS AND
192 L.F. OF WOOD SILLS. STAIN AND VARNISH WOOD SILLS.
KEY
REPLACEMENT WINDOW NUMBER
TYPE, SEE "SHEET A-6.001 & A-6.002"
E
08 9000.A1 Fixed Louver
MATERIAL KEYING LEGEND
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KODET ARCHITECTURAL GROUP, LTD.
GS-05P-09-GB-D-0011
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
C E
R
TI
FI
C
A
TI
O N
S K
E Y
P
LA
N R
E V
IS
IO
N N
O
TE
S
GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
SHEET SIZE:
SHEET OF
DISCIPLINE SHEET TYPE SEQUENCE
DRAWING NO.
DRAWING TITLE
FILE NAME
CHECKED BY
DRAWN BY DATE DRAFTED:
PROJECT NO.
GSA PM
SUB. DATE
SUBMISSION
DESCRIPTION
PROJECT
TITLE
BUILDING NOs.
OTHER
BUILDING NO.
CITY/ST./ZIP
STREET
NAME
D R
A W
IN
G
P R
O
JE
C T
B U
IL
D
IN
G
SUB A/E
PRIME A/E
CONS. CONTR.
A/E CON. NO.
C O
N
TR
A C
TO
R
S
GR
AP
HI
C
SC
AL
E
FLOOR NO.
CONSTR. CON.
FACILITY CODE
PROJECT
A/E TASK NO.
CONS. WORK
24 X 36
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
1/16" = 1'-0"
1/
/2
8:
:0
AM
A - 1.003
RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010ae/hjs ms/beh
Fourth Floor & Attic Floor Plan February 1, 2010
FINAL SUBMITTAL
Carey Lyons
Window Replacement
Building Facility Code
Building No. MN0015ZZ Duluth, MN 53802 515 West First Street Gerald W. Heaney Federal Building & U.S. Courthouse
XXXX
XXXX
XXXX
XXXX
Work Order #102
1/16" = 1'-0"1 Fourth Floor 1/16" = 1'-0"2 Attic Floor
Window Replacement
GENERAL NOTES
1. VERIFY CONDITIONS NOTED AS EXISTING AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES.
2. PROTECT EXISTING MATERIALS FROM DAMAGE.
3. FOR ADDITIONAL DEMOLITION NOTES SEE OTHER DRAWINGS.
4. DISPOSE OF DEMOLISHED MATERIALS UNLESS NOTED OTHERWISE.
5. DRAWINGS ARE INTENDED AS A GENERAL GUIDE FOR DEMOLITION AND ARE
NOT NECESSARILY ALL-INCLUSIVE. CONTRACTOR SHALL DO ADDITIONAL
DEMOLITION AS NECESSARY FOR A COMPLETE PROJECT AS DESCRIBED ON
THESE DRAWINGS & SPECIFICATIONS.
6. WHERE REPLACEMENT WINDOWS ARE INDICATED, REMOVE EXISTING
WINDOWS AND PREPARE OPENING FOR REPLACEMENT WINDOW.
7. REMOVE AND RESET WINDOW BLINDS AS NECESSARY FOR INSTALLATION OF
WINDOWS.
8. INCLUDE ALLOWANCE FOR REPLACING 96 L.F. OF MARBLE SILLS AND
192 L.F. OF WOOD SILLS. STAIN AND VARNISH WOOD SILLS.
KEY
REPLACEMENT WINDOW NUMBER
TYPE, SEE "SHEET A-6.001 & A-6.002"
E
08 9000.A1 Fixed Louver
MATERIAL KEYING LEGEND
006 014
First Floor 100' - 0"
Second Floor 117' - 0"
Third Floor 129' - 0"
Basement Floor 87' - 6"
Fourth Floor 141' - 0"
Roof 166' - 8"
Attic Floor 158' - 4"
A
A
A
A
A
A
A
A
A
B
B
B
B
B
B
B
B
B
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
E1
E1
M
M
M
M
M
M
E1
E1
M
M
M
M
E1
E1
M
M
J
J
J
EXISTING DOORS
TO REMAIN
EXISTING STONE
CLADDING - TYP.
X
X
X
22 2
1 1 1
First Floor 100' - 0"
Second Floor 117' - 0"
Third Floor 129' - 0"
Basement Floor 87' - 6"
Fourth Floor 141' - 0"
Roof 166' - 8"
Attic Floor 158' - 4"
L
L
A
B
D
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
E
E
E
E
E
E
E
E
E
E
E
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
1 1 1 1 1 1
EXISTING DOORS TO REMAIN
EXISTING STONE
CLADDING - TYP.
H
H
KODET ARCHITECTURAL GROUP, LTD.
GS-05P-09-GB-D-0011
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
C E
R
TI
FI
C
A
TI
O N
S K
E Y
P
LA
N R
E V
IS
IO
N N
O
TE
S
GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
SHEET SIZE:
SHEET OF
DISCIPLINE SHEET TYPE SEQUENCE
DRAWING NO.
DRAWING TITLE
FILE NAME
CHECKED BY
DRAWN BY DATE DRAFTED:
PROJECT NO.
GSA PM
SUB. DATE
SUBMISSION
DESCRIPTION
PROJECT
TITLE
BUILDING NOs.
OTHER
BUILDING NO.
CITY/ST./ZIP
STREET
NAME
D R
A W
IN
G
P R
O
JE
C T
B U
IL
D
IN
G
SUB A/E
PRIME A/E
CONS. CONTR.
A/E CON. NO.
C O
N
TR
A C
TO
R
S
GR
AP
HI
C
SC
AL
E
FLOOR NO.
CONSTR. CON.
FACILITY CODE
PROJECT
A/E TASK NO.
CONS. WORK
24 X 36
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
1/16" = 1'-0"
1/
/2
:2 5:
A
M
A - 2.001
RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010ae/hjs ms/beh
Elevations February 1, 2010
FINAL SUBMITTAL
Carey Lyons
Window Replacement
Building Facility Code
Building No. MN0015ZZ Duluth, MN 53802 515 West First Street Gerald W. Heaney Federal Building & U.S. Courthouse
XXXX
XXXX
XXXX
XXXX
Work Order #102
1/16" = 1'-0"1 EAST ELEVATION
1/16" = 1'-0"2 SOUTH ELEVATION
Window Replacement
GENERAL NOTES
1. VERIFY CONDITIONS NOTED AS EXISTING AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES.
2. PROTECT EXISTING MATERIALS FROM DAMAGE.
3. FOR ADDITIONAL DEMOLITION NOTES SEE OTHER DRAWINGS.
4. DISPOSE OF DEMOLISHED MATERIALS UNLESS NOTED OTHERWISE.
5. DRAWINGS ARE INTENDED AS A GENERAL GUIDE FOR DEMOLITION AND ARE
NOT NECESSARILY ALL-INCLUSIVE. CONTRACTOR SHALL DO ADDITIONAL
DEMOLITION AS NECESSARY FOR A COMPLETE PROJECT AS DESCRIBED ON
THESE DRAWINGS & SPECIFICATIONS.
6. WHERE REPLACEMENT WINDOWS ARE INDICATED, REMOVE EXISTING
WINDOWS AND PREPARE OPENING FOR REPLACEMENT WINDOWS.
7. CAREFULLY REMOVE ALL PREVIOUS PAINT COATINGS AND CORROSION.
EACH PANEL WILL BE ASSESSED AND DOCUMENTED TO THE ARCHITECT / GSA
FOR DAMAGE. WHERE NECESSARY, DAMAGED CAST IRON PIECES WILL BE
REPAIRED. CONTRACTOR SHALL ASSUME 6 PANELS WILL BE REPAIRED.
AFTER EACH PANEL HAS BEEN CLEANED, PAINT PANEL.
8. SEE A-1.001 FOR LOCATIONS OF SECURITY GRILLES / BARS AND AREAWAY
COVERS TO BE REMOVED AND RESET.
KEY NOTES
1. EXISTING CAST IRON FASCIA PANEL. REMOVE
EXIST. PAINT / COATINGS AND RE-PAINT.
EXISTING WROUGHT IRON GRILLE FURNISHED BY
OWNER. REPAIR DAMAGE TO GRILLE AND
INSTALL IN EXISTING MASONRY OPENING IN
FRONT OF WINDOW TYPE X.
KEY
REPLACEMENT WINDOW NUMBER
TYPE, SEE "SHEET A-6.001 & A-6.002"
E
007 014
0' 4' 8' 16' 32'
Second Floor 117' - 0"
Third Floor 129' - 0"
Basement Floor 87' - 6"
Fourth Floor 141' - 0"
Roof 166' - 8"
Attic Floor 158' - 4"
A
B
D
D
D
D
D
D
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
D
D
D
D
D
D
D
D
D
D
D
D
M
M
G
G
G
G
M
M
M
M
M
M
M1
M1
G
G
G
E
EXISTING CANOPY SUPPORT
CHAINS - TYP.
EXISTING CANOPY
EXISTING DOORS TO REMAIN
EXISTING DOORS
TO REMAIN
09 9123.A1
EXISTING STONE CLADDING - TYP.
First Floor 100' - 0"
Second Floor 117' - 0"
Third Floor 129' - 0"
Basement Floor 87' - 6"
Fourth Floor 141' - 0"
Roof 166' - 8"
Attic Floor 158' - 4"
A
A
B
D
D
A
A
A
A
A
A
A
A
A
B
B
B
B
B
B
B
B
B
B
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
E
E
E
E
E
E
E
E
E
E
E
M
M
M
M
M
M
M
M
M
M
M
M
111111
EXISTING STONE CLADDING - TYP.
EXISTING DOOR TO REMAIN
EXISTING CANOPY SUPPORT CHAINS
EXISTING CANOPY
KODET ARCHITECTURAL GROUP, LTD.
GS-05P-09-GB-D-0011
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
C E
R
TI
FI
C
A
TI
O N
S K
E Y
P
LA
N R
E V
IS
IO
N N
O
TE
S
GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
SHEET SIZE:
SHEET OF
DISCIPLINE SHEET TYPE SEQUENCE
DRAWING NO.
DRAWING TITLE
FILE NAME
CHECKED BY
DRAWN BY DATE DRAFTED:
PROJECT NO.
GSA PM
SUB. DATE
SUBMISSION
DESCRIPTION
PROJECT
TITLE
BUILDING NOs.
OTHER
BUILDING NO.
CITY/ST./ZIP
STREET
NAME
D R
A W
IN
G
P R
O
JE
C T
B U
IL
D
IN
G
SUB A/E
PRIME A/E
CONS. CONTR.
A/E CON. NO.
C O
N
TR
A C
TO
R
S
GR
AP
HI
C
SC
AL
E
FLOOR NO.
CONSTR. CON.
FACILITY CODE
PROJECT
A/E TASK NO.
CONS. WORK
24 X 36
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
1/16" = 1'-0"
1/
/2
8:
:4
AM
A - 2.002
RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010ae/hjs ms/beh
Elevations February 1, 2010
FINAL SUBMITTAL
Carey Lyons
Window Replacement
Building Facility Code
Building No. MN0015ZZ Duluth, MN 53802 515 West First Street Gerald W. Heaney Federal Building & U.S. Courthouse
XXXX
XXXX
XXXX
XXXX
Work Order #102
1/16" = 1'-0"1 WEST ELEVATION
1/16" = 1'-0"2 NORTH ELEVATION
Window Replacement
GENERAL NOTESKEY NOTES
KEY
REPLACEMENT WINDOW NUMBER
TYPE, SEE "SHEET A-6.001 & A-6.002"
E
1. EXISTING CAST IRON FASCIA PANEL. REMOVE
EXIST. PAINT / COATINGS AND RE-PAINT.
1. VERIFY CONDITIONS NOTED AS EXISTING AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES.
2. PROTECT EXISTING MATERIALS FROM DAMAGE.
3. FOR ADDITIONAL DEMOLITION NOTES SEE OTHER DRAWINGS.
4. DISPOSE OF DEMOLISHED MATERIALS UNLESS NOTED OTHERWISE.
5. DRAWINGS ARE INTENDED AS A GENERAL GUIDE FOR DEMOLITION AND
ARE NOT NECESSARILY ALL-INCLUSIVE. CONTRACTOR SHALL DO
ADDITIONAL DEMOLITION AS NECESSARY FOR A COMPLETE PROJECT AS
DESCRIBED ON THESE DRAWINGS & SPECIFICATIONS.
6. WHERE REPLACEMENT WINDOWS ARE INDICATED, REMOVE EXISTING
WINDOWS AND PREPARE OPENING FOR REPLACEMENT WINDOWS.
7. CAREFULLY REMOVE ALL PREVIOUS PAINT COATINGS AND CORROSION.
EACH PANEL WILL BE ASSESSED AND DOCUMENTED TO THE ARCHITECT /
GSA FOR DAMAGE. WHERE NECESSARY, DAMAGED CAST IRON PIECES
WILL BE REPAIRED. CONTRACTOR SHALL ASSUME 6 PANELS WILL BE
REPAIRED. AFTER EACH PANEL HAS BEEN CLEANED, PAINT PANEL.
8. SEE A-1.001 FOR LOCATIONS OF SECURITY GRILLES / BARS AND
AREAWAY COVERS TO BE REMOVED AND RESET.
MATERIAL KEYING LEGEND
09 9123.A1 Paint
008 014
Second Floor 117' - 0"
Third Floor 129' - 0"
Basement Floor 87' - 6"
Fourth Floor 141' - 0"
Roof 166' - 8"
Attic Floor 158' - 4"
F
P
S
S
F
F
F
P
P
P
S
S
S
S
S
S
F
F
F
F
P
P
P
P
S
S
S
S
294A S
294B S
295A S
295B S
EXISTING BRICK,
TYP.
EXISTING ROOFED-OVER
SKYLIGHTS
First Floor 100' - 0"
Second Floor 117' - 0"
Third Floor 129' - 0"
Basement Floor 87' - 6"
Fourth Floor 141' - 0"
Roof 166' - 8"
F
P
S
297A S
F
F
F
P
P
P
S
297B S
SL
298A
SL
SL
298B
SL
S
S
S
S
S
S
S
S
P
P
P
P
F
F
F
F
08 9000.A108 9000.A1
08 9000.A108 9000.A1
EXISTING BRICK,
TYP.
EXISTING ROOFED-OVER
SKYLIGHTS
Attic Floor 158' - 4"
KODET ARCHITECTURAL GROUP, LTD.
GS-05P-09-GB-D-0011
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
C E
R
TI
FI
C
A
TI
O N
S K
E Y
P
LA
N R
E V
IS
IO
N N
O
TE
S
GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
SHEET SIZE:
SHEET OF
DISCIPLINE SHEET TYPE SEQUENCE
DRAWING NO.
DRAWING TITLE
FILE NAME
CHECKED BY
DRAWN BY DATE DRAFTED:
PROJECT NO.
GSA PM
SUB. DATE
SUBMISSION
DESCRIPTION
PROJECT
TITLE
BUILDING NOs.
OTHER
BUILDING NO.
CITY/ST./ZIP
STREET
NAME
D R
A W
IN
G
P R
O
JE
C T
B U
IL
D
IN
G
SUB A/E
PRIME A/E
CONS. CONTR.
A/E CON. NO.
C O
N
TR
A C
TO
R
S
GR
AP
HI
C
SC
AL
E
FLOOR NO.
CONSTR. CON.
FACILITY CODE
PROJECT
A/E TASK NO.
CONS. WORK
24 X 36
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
1/16" = 1'-0"
1/
/2
8:
:0
AM
A - 2.003
RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010ae/hjs ms/beh
Light Well Elevations February 1, 2010
FINAL SUBMITTAL
Carey Lyons
Window Replacement
Building Facility Code
Building No. MN0015ZZ Duluth, MN 53802 515 West First Street Gerald W. Heaney Federal Building & U.S. Courthouse
XXXX
XXXX
XXXX
XXXX
Work Order #102
1/16" = 1'-0"1 EAST ELEV. - LIGHT WELLS
1/16" = 1'-0"2 WEST ELEV. - LIGHT WELLS
Window Replacement
GENERAL NOTES
1. VERIFY CONDITIONS NOTED AS EXISTING AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES.
2. PROTECT EXISTING MATERIALS FROM DAMAGE.
3. FOR ADDITIONAL DEMOLITION NOTES SEE OTHER DRAWINGS.
4. DISPOSE OF DEMOLISHED MATERIALS UNLESS NOTED OTHERWISE.
5. DRAWINGS ARE INTENDED AS A GENERAL GUIDE FOR DEMOLITION
AND ARE NOT NECESSARILY ALL-INCLUSIVE. CONTRACTOR SHALL DO
ADDITIONAL DEMOLITION AS NECESSARY FOR A COMPLETE PROJECT
AS DESCRIBED ON THESE DRAWINGS & SPECIFICATIONS.
6. WHERE REPLACEMENT WINDOWS ARE INDICATED, REMOVE
EXISTING WINDOWS AND PREPARE OPENING FOR REPLACEMENT
WINDOW.
KEY
REPLACEMENT WINDOW NUMBER
TYPE, SEE "SHEET A-6.001 & A-6.002"
E
MATERIAL KEYING LEGEND
08 9000.A1 Fixed Louver
009 014
Second Floor 117' - 0"
Third Floor 129' - 0"
Basement Floor 87' - 6"
Fourth Floor 141' - 0"
Roof 166' - 8"
Attic Floor 158' - 4"
F
N
S
F
F
F
N
N
N
293A S
S
293B S
EXISTING BRICK, TYP.
EXISTING ROOFED-OVER
SKYLIGHTS
First Floor 100' - 0"
Second Floor 117' - 0"
Third Floor 129' - 0"
Basement Floor 87' - 6"
Fourth Floor 141' - 0"
Roof 166' - 8"
Attic Floor 158' - 4"
F
T
T
F
Q
U
U
Q
S
S
296A S
296B S
EXISTING BRICK, TYP.
EXISTING ROOFED-OVER
SKYLIGHTS
First Floor 100' - 0"
Second Floor 117' - 0"
Third Floor 129' - 0"
Basement Floor 87' - 6"
Fourth Floor 141' - 0"
Roof 166' - 8"
Attic Floor 158' - 4"
F
Q
SL
Q
U
U
SL
T
T
F
SL
SL
08 9000.A108 9000.A108 9000.A108 9000.A1
EXISTING BRICK, TYP.
EXISTING ROOFED-OVER
SKYLIGHTS
First Floor 100' - 0"
Second Floor 117' - 0"
Third Floor 129' - 0"
Basement Floor 87' - 6"
Fourth Floor 141' - 0"
Roof 166' - 8"
F
N
S
S
N
N
N
CL
CL
F
S
S
EXISTING BRICK, TYP.
EXISTING ROOFED-OVER
SKYLIGHTS
08 9000.A108 9000.A1
Attic Floor 158' - 4"
KODET ARCHITECTURAL GROUP, LTD.
GS-05P-09-GB-D-0011
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
C E
R
TI
FI
C
A
TI
O N
S K
E Y
P
LA
N R
E V
IS
IO
N N
O
TE
S
GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
SHEET SIZE:
SHEET OF
DISCIPLINE SHEET TYPE SEQUENCE
DRAWING NO.
DRAWING TITLE
FILE NAME
CHECKED BY
DRAWN BY DATE DRAFTED:
PROJECT NO.
GSA PM
SUB. DATE
SUBMISSION
DESCRIPTION
PROJECT
TITLE
BUILDING NOs.
OTHER
BUILDING NO.
CITY/ST./ZIP
STREET
NAME
D R
A W
IN
G
P R
O
JE
C T
B U
IL
D
IN
G
SUB A/E
PRIME A/E
CONS. CONTR.
A/E CON. NO.
C O
N
TR
A C
TO
R
S
GR
AP
HI
C
SC
AL
E
FLOOR NO.
CONSTR. CON.
FACILITY CODE
PROJECT
A/E TASK NO.
CONS. WORK
24 X 36
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
1/16" = 1'-0"
1/
/2
8:
:2
AM
A - 2.004
RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010ae/hjs ms/beh
Light Well Elevations February 1, 2010
FINAL SUBMITTAL
Carey Lyons
Window Replacement
Building Facility Code
Building No. MN0015ZZ Duluth, MN 53802 515 West First Street Gerald W. Heaney Federal Building & U.S. Courthouse
XXXX
XXXX
XXXX
XXXX
Work Order #102
1/16" = 1'-0"3 NORTH ELEVATION - SOUTH LIGHT WELL
1/16" = 1'-0"4 SOUTH ELEVATION - SOUTH LIGHT WELL
1/16" = 1'-0"1 NORTH ELEVATION - NORTH LIGHT WELL
1/16" = 1'-0"2 SOUTH ELEVATION - NORTH LIGHT WELL
Window Replacement
GENERAL NOTES
1. VERIFY CONDITIONS NOTED AS EXISTING AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES.
2. PROTECT EXISTING MATERIALS FROM DAMAGE.
3. FOR ADDITIONAL DEMOLITION NOTES SEE OTHER DRAWINGS.
4. DISPOSE OF DEMOLISHED MATERIALS UNLESS NOTED OTHERWISE.
5. DRAWINGS ARE INTENDED AS A GENERAL GUIDE FOR DEMOLITION AND ARE
NOT NECESSARILY ALL-INCLUSIVE. CONTRACTOR SHALL DO ADDITIONAL
DEMOLITION AS NECESSARY FOR A COMPLETE PROJECT AS DESCRIBED ON
THESE DRAWINGS & SPECIFICATIONS.
6. WHERE REPLACEMENT WINDOWS ARE INDICATED, REMOVE EXISTING
WINDOWS AND PREPARE OPENING FOR REPLACEMENT WINDOW.
KEY
REPLACEMENT WINDOW NUMBER
TYPE, SEE "SHEET A-6.001 & A-6.002"
E
MATERIAL KEYING LEGEND
08 9000.A1 Fixed Louver
010 014
07 9200.A1 07 9200.B1
BOTH SIDES
07 2100.E1
3/
8"
VERIFY
9"
VERIFY
3"
VERIFY
6"
08 5113.A1
VE
R
IF
Y
5'
1/
2"
THIRD FLOOR
EXTERIOR INTERIOR
BOTH SIDES
07 9200.B1 07 9200.A1
VARIES
VERIFY
9" VARIES
VE
R
IF
Y
08 5113.A1
EXTERIOR INTERIOR
EXISTING STONE 3
V.
I.F
1/
8"
08 5113.A1
07 9200.A1 07 9200.B1
VARIES VARIES
EXTERIOR INTERIOR
EXISTING STONE
VERIFY
9"
BOTH SIDES
07 9200.A1
VARIES
VE
R
IF
Y
2"
VERIFY
9" VARIES
08 5113.A1
EXTERIOR INTERIOR
EXISTING STONE
SILL
EXISTING STONE
07 9200.B1
07 9200.A1 07 9200.B1
EXISTING CAST IRON
SPANDREL PANEL,
SEE NOTE 1
VERIFY
9"
VI
F2"
08 5113.A1 V.I.F.
4 1/4"
EXTERIOR INTERIOR
EXISTING CAST
IRON SILL
FOURTH FLOOR
VERIFY
7"
08 5113.A1
EXTERIOR INTERIOR
EXISTING
CAST IRON
BOTH SIDES 2
07 9200.A1 07 9200.B1
BOTH SIDES
07 9200.B1 07 9200.A1
VARIES
VERIFY
9"
08 5113.A1
EXISTING POURED
CONC. STRUCTURE
SEE PLAN FOR EXIST.
SECURITY GRILLES / BARS
TO BE REMOVED & RESET
INTERIOR EXTERIOR
EXISTING STONE
07 9200.A1
VA
R
IE
S
EXTERIOR
INTERIOR
EXISTING POURED
CONC. STRUCTURE
VE
R
IF
Y
9"
EXISTING FURRING
& PLASTER
EXISTING STONE
JAMB
SEE PLAN FOR EXIST.
SECURITY GRILLES/BARS
TO BE REMOVED AND
RESET
07 9200.B1
08 5113.A1
BOTH SIDES
BOTH SIDES
07 9200.B1 07 9200.A1
VARIES
VERIFY
9"
08 5113.A1
EXISTING STONE
SILL
SEE PLAN FOR EXIST.
SECURITY GRILLES / BARS
TO BE REMOVED & RESET
INTERIOR EXTERIOR
KODET ARCHITECTURAL GROUP, LTD.
GS-05P-09-GB-D-0011
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
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GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
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TITLE
BUILDING NOs.
OTHER
BUILDING NO.
CITY/ST./ZIP
STREET
NAME
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FACILITY CODE
PROJECT
A/E TASK NO.
CONS. WORK
24 X 36
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
1 1/2" = 1'-0"
1/
/2
8:
:1
AM
A - 5.001
RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010ae/hjs ms/beh
Window Details Window Details February 1, 2010
FINAL SUBMITTAL
Carey Lyons
Window Replacement
Building Facility Code
Building No. MN0015ZZ Duluth, MN 53802 515 West First Street Gerald W. Heaney Federal Building & U.S. Courthouse
XXXX
XXXX
XXXX
XXXX
Work Order #102 1 1/2" = 1'-0"6
HEAD DETAIL @ CASTIRON SPANDREL
PANEL
GENERAL NOTESMATERIAL KEYING LEGEND
07 2100.E1 Glass-FIber Insulation, Batt Form, Type I 07 9200.A1 Sealant 07 9200.B1 Backer Rod 08 5113.A1 Aluminum Window
Window Replacement
CAREFULLY REMOVE ALL PREVIOUS PAINT COATINGS AND CORROSION. EACH PANEL
WILL BE ASSESSED AND DOCUMENTED TO THE ARCHITECT / GSA FOR DAMAGE.
WHERE NECESSARY, DAMAGED CAST IRON PIECES WILL BE REPAIRED. CONTRACTOR
SHALL ASSUME 6 PANELS WILL BE REPAIRED. AFTER EACH PANEL HAS BEEN CLEANED,
PAINT PANEL.
CAREFULLY DETACH EXISTING TRIM. PREPARE FOR REINSTALLATION.
2" THICK PERLITE BOARD; SEE NOTE 5 ON 1/A-6.001 FOR EXTENT. INSTALL BEHIND
WINDOW & ATTACH TO HEAD & JAMBS OF ROUGH OPENING WITH CLIPS. DO NOT
PENETRATE ALUM. WINDOWS WITH FASTENERS. PAINT SIDE OF PERLITE BOARD
FACING WINDOW BLACK.
1 1/2" = 1'-0"1 HEAD DETAIL
1 1/2" = 1'-0"2 JAMB DETAIL
1 1/2" = 1'-0"3 SILL DETAIL
1 1/2" = 1'-0"5
SILL DETAIL @ CASTIRON SPANDREL
PANEL
1 1/2" = 1'-0"7 SILL DETAIL @ ARCHED WINDOW
1 1/2" = 1'-0"8 HEAD DETAIL @ BASEMENT WINDOW
1 1/2" = 1'-0"9 JAMB DETAIL @ BASEMENT WINDOW
1 1/2" = 1'-0"10 SILL DETAIL @ BASEMENT WINDOW
KEY NOTES
1. VERIFY CONDITIONS NOTED AS EXISTING AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES.
2. PROTECT EXISTING MATERIALS FROM DAMAGE.
3. FOR ADDITIONAL DEMOLITION NOTES SEE OTHER DRAWINGS.
4. DISPOSE OF DEMOLISHED MATERIALS UNLESS NOTED OTHERWISE.
5. DRAWINGS ARE INTENDED AS A GENERAL GUIDE FOR DEMOLITION AND
ARE NOT NECESSARILY ALL-INCLUSIVE. CONTRACTOR SHALL DO
ADDITIONAL DEMOLITION AS NECESSARY FOR A COMPLETE PROJECT AS
DESCRIBED ON THESE DRAWINGS & SPECIFICATIONS.
6. WHERE REPLACEMENT WINDOWS ARE INDICATED, REMOVE EXISTING
WINDOWS AND PREPARE OPENING FOR REPLACEMENT WINDOW.
7. PATCH EXISTING PLASTER HEAD & JAMB DAMAGED BY THE WORK AS
NECESSARY.
0' 1' 2'
011 014
5 1/2"V.I.F.
1' - 1"
EXTERIOR
EXISTING BRICK
08 5113.A107 9200.A1 07 9200.B1
EXISTING STEEL
SHELF ANGLES
BOTH SIDES
INTERIOR
EXISTING
STONE SILL
EXISTING
BRICK
EXTERIOR INTERIOR
07 9200.B1 07 9200.A1
08 5113.A1
V.I.F. 9"
EXISTING
RADIATOR
BOTH SIDES
3 3/4"
EXTERIOR
9"
EXISTING BRICK
07 9200.A1 07 9200.B1
INTERIOR
V.I.F.
08 5113.A1
BOTH SIDES
V.I.F.
EXTERIOR
9"
EXISTING BRICK
EXIST. STEEL
SHELF ANGLE
07 9200.A1 07 9200.B1
INTERIOR
08 5113.A1BOTH SIDES
08 9000.C2
08 9000.A1
EXISTING STONE SILL
EXISTING BRICK
EXTERIOR
07 9200.A1 07 9200.B1
INTERIOR
V.I.F. 6"
BOTH SIDES
V.I.F.
1' - 1"
EXTERIOR
EXISTING BRICK
EXISTING STEEL
SHELF ANGLES
07 9200.A1 07 9200.B1
08 9000.A1
08 9000.C2
6"
BOTH SIDES
INTERIOR
EXISTING
STONE SILL
EXISTING
BRICK
EXTERIOR INTERIOR
07 9200.B1 07 9200.A1 V.I.F. 5 1/2"
08 5113.A1
BOTH SIDES
V.I.F.
9"
07 9200.A1 07 9200.B1
08 5113.A1
EXISTING CANOPY
EXISTING CANOPY
DRAINAGE TROUGH
EXISTING LOCK JOINT
REMOVE EXISTING
COPPER FLASHING TO
EXISTING LOCK JOINT
07 6200.A1 COPPER - EXTEND
UNDER WINDOW AND TURN
UP TO FORM DAM. EXTEND
DOWN TO EXIST. LOCK JOINT,
CONNECT TO EXIST. LOCK
JOINT
V.I.F.
BOTH SIDES
EXTERIOR
INTERIOR
08 5113.A1
BOTH SIDES
1"
08 5113.C1
3 1/2" 07 9200.A1 07 9200.B1 07 9200.A1
08 5113.C1
06 1000.G2
08 5113.A1
9"
KODET ARCHITECTURAL GROUP, LTD.
GS-05P-09-GB-D-0011
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
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GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
SHEET SIZE:
SHEET OF
DISCIPLINE SHEET TYPE SEQUENCE
DRAWING NO.
DRAWING TITLE
FILE NAME
CHECKED BY
DRAWN BY DATE DRAFTED:
PROJECT NO.
GSA PM
SUB. DATE
SUBMISSION
DESCRIPTION
PROJECT
TITLE
BUILDING NOs.
OTHER
BUILDING NO.
CITY/ST./ZIP
STREET
NAME
D R
A W
IN
G
P R
O
JE
C T
B U
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IN
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SUB A/E
PRIME A/E
CONS. CONTR.
A/E CON. NO.
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GR
AP
HI
C
SC
AL
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FLOOR NO.
CONSTR. CON.
FACILITY CODE
PROJECT
A/E TASK NO.
CONS. WORK
24 X 36
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
1 1/2" = 1'-0"
1/
/2
8:
:5
AM
A - 5.002
RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010hjs,ae,grd ms/beh
Window Details February 1, 2010
FINAL SUBMITTAL
Carey Lyons
Window Replacement
Building Facility Code
Building No. MN0015ZZ Duluth, MN 53802 515 West First Street Gerald W. Heaney Federal Building & U.S. Courthouse
XXXX
XXXX
XXXX
XXXX
Work Order #102
GENERAL NOTESMATERIAL KEYING LEGEND
06 1000.G2 Wood Blocking 07 6200.A1 Metal Flashing 07 9200.A1 Sealant 07 9200.B1 Backer Rod 08 5113.A1 Aluminum Window 08 5113.C1 Aluminum Panning 08 9000.A1 Fixed Louver 08 9000.C2 Bird Screen
Window Replacement
CAREFULLY REMOVE ALL PREVIOUS PAINT
COATINGS AND CORROSION. EACH PANEL WILL
BE ASSESSED AND DOCUMENTED TO THE
ARCHITECT / GSA FOR DAMAGE. WHERE
NECESSARY, DAMAGED CAST IRON PIECES WILL
BE REPAIRED. CONTRACTOR SHALL ASSUME 6
PANELS WILL BE REPAIRED. AFTER EACH
PANEL HAS BEEN CLEANED, PAINT PANEL.
CAREFULLY DETACH EXISTING TRIM. PREPARE
FOR REINSTALLATION.
1 1/2" = 1'-0"7 WINDOW HEAD AT ATTIC (JAMB SIM)
1 1/2" = 1'-0"4 WINDOW SILL AT LIGHT COURT
1 1/2" = 1'-0"3 WINDOW JAMB AT LIGHT COURT
1 1/2" = 1'-0"2 WINDOW HEAD AT LIGHT COURT
1 1/2" = 1'-0"6 WINDOW LOUVER SILL
1 1/2" = 1'-0"5 WINDOW LOUVER HEAD (JAMB SIM)
1 1/2" = 1'-0"8 WINDOW SILL AT ATTIC
1 1/2" = 1'-0"1 WINDOW SILL AT EXIST. CANOPY
1 1/2" = 1'-0"9 WINDOW MULLION
KEY NOTES
1. VERIFY CONDITIONS NOTED AS EXISTING AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES.
2. PROTECT EXISTING MATERIALS FROM DAMAGE.
3. FOR ADDITIONAL DEMOLITION NOTES SEE OTHER DRAWINGS.
4. DISPOSE OF DEMOLISHED MATERIALS UNLESS NOTED OTHERWISE.
5. DRAWINGS ARE INTENDED AS A GENERAL GUIDE FOR DEMOLITION AND ARE
NOT NECESSARILY ALL-INCLUSIVE. CONTRACTOR SHALL DO ADDITIONAL
DEMOLITION AS NECESSARY FOR A COMPLETE PROJECT AS DESCRIBED ON
THESE DRAWINGS & SPECIFICATIONS.
6. WHERE REPLACEMENT WINDOWS ARE INDICATED, REMOVE EXISTING
WINDOWS AND PREPARE OPENING FOR REPLACEMENT WINDOW.
7. PATCH EXISTING PLASTER HEAD & JAMB DAMAGED BY THE WORK AS
NECESSARY.
012 014
0' 1' 2'
8' - 0"
3' - 0"
/2
8' - 0"
6'
6'
3/
4"
3' - 9"
3'
9"
6'
0"
M
3' - 0"
5' - 0"
6'
2"
5' - 6"
6'
1/
4"
3' - 0"
3'
1/
2" 6'
1/
4"
A B D
G
M N P
Q S T U
7' - 6"
E
6'
1/
4"
3' - 0"
L
F
5' - 0"
3'
1/
2"
1' - 9" 3 1/2"
3' - 11" 3 1/2"
1' - 9"
F F F
DH DH DH DH DH DH
DH
DH DH DH
E1
7'
E
3"
3'
9"
8'
1/
2"
E
F F F
1' - 9" 3 1/2"
3' - 5" 3 1/2"
1' - 9"
3' - 11" 3 1/2"
1' - 9" 3 1/2"
1' - 9"
C C
F F
F
1' - 9" 3 1/2"
3' - 5" 3 1/2"
1' - 9"
DH DH
M1
6'
6"
M
5'
/2
5' - 0"
9'
1/
2"
3"
DIVIDED LITE
GLASS
F
C C
7'
1"
5' - 0"
3"
DIVIDED LITE
GLASS
F
C C
DH DH DH DH
DH
DH
WINDOW TYPE NOTES
1. VERIFY ALL DIMENSIONS PRIOR TO WINDOW FABRICATION.
2. DIVIDED LITES SHOWN ARE TRUE DIVIDED LITES.
3. ABBREVIATIONS : F = FIXED; DH = DOUBLE HUNG;
C = CASEMENT OUT-SWING.
4. SEE WINDOW SCHEDULE FOR GLAZING TYPE.
5. INCLUDE ALLOWANCE FOR INSTALLING 320 S.F. OF 2" THICK PERLITE
BOARD OVER WINDOWS ABOVE CEILINGS. SEE 1 & 2/A-5.001.
7' - 6"
7'
3"
3'
9"
7' - 6"
X
A - 5.002
A - 5.002
A - 5.002
A - 5.002
JH
F
5' - 6"
1'
3/
4"
F
7' - 6"
1'
6"
SL CL
LOUVER TYPE NOTES
1. VERIFY ALL DIMENSIONS PRIOR TO LOUVER FABRICATION.
5' - 0"
3'
1/
2"
5' - 6"
6'
1/
4"
KODET ARCHITECTURAL GROUP, LTD.
GS-05P-09-GB-D-0011
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
C E
R
TI
FI
C
A
TI
O N
S K
E Y
P
LA
N R
E V
IS
IO
N N
O
TE
S
GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
SHEET SIZE:
SHEET OF
DISCIPLINE SHEET TYPE SEQUENCE
DRAWING NO.
DRAWING TITLE
FILE NAME
CHECKED BY
DRAWN BY DATE DRAFTED:
PROJECT NO.
GSA PM
SUB. DATE
SUBMISSION
DESCRIPTION
PROJECT
TITLE
BUILDING NOs.
OTHER
BUILDING NO.
CITY/ST./ZIP
STREET
NAME
D R
A W
IN
G
P R
O
JE
C T
B U
IL
D
IN
G
SUB A/E
PRIME A/E
CONS. CONTR.
A/E CON. NO.
C O
N
TR
A C
TO
R
S
GR
AP
HI
C
SC
AL
E
FLOOR NO.
CONSTR. CON.
FACILITY CODE
PROJECT
A/E TASK NO.
CONS. WORK
24 X 36
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
1/4" = 1'-0"
1/
/2
8:
:1
AM
A - 6.001
RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010ae, hjs ms/beh
Window Types & Schedules February 1, 2010
FINAL SUBMITTAL
Carey Lyons
Window Replacement
Building Facility Code
Building No. MN0015ZZ Duluth, MN 53802 515 West First Street Gerald W. Heaney Federal Building & U.S. Courthouse
XXXX
XXXX
XXXX
XXXX
Work Order #102
1/4" = 1'-0"1 WINDOW TYPES
Window Schedule Window Number
R.O. Window Type Glazing Type Head Jamb Sill CommentsWidth Height
128 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
129 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
130 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
131 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
132 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
133 7' - 6" 3' - 9" G GL-2 1/A-5.001 2/A-5.001 1/A-5.002
134 7' - 6" 3' - 9" G GL-2 1/A-5.001 2/A-5.001 1/A-5.002
135 7' - 6" 3' - 9" G GL-1 1/A-5.001 2/A-5.001 1/A-5.002
136 7' - 6" 3' - 9" G GL-1 1/A-5.001 2/A-5.001 1/A-5.002
137 7' - 6" 3' - 9" G GL-1 1/A-5.001 2/A-5.001 1/A-5.002
138 7' - 6" 3' - 9" G GL-1 1/A-5.001 2/A-5.001 1/A-5.002
139 7' - 6" 3' - 9" G GL-1 1/A-5.001 2/A-5.001 1/A-5.002
140 7' - 6" 1' - 6" J GL-1 1/A-5.001 2/A-5.001 3/A-5.001
141 7' - 6" 1' - 6" J GL-1 1/A-5.001 2/A-5.001 3/A-5.001
142 7' - 6" 1' - 6" J GL-1 1/A-5.001 2/A-5.001 3/A-5.001
201 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
202 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
203 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
204 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
205 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
206 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
207 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
208 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
209 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
210 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
211 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
212 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
213 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
214 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
215 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
216 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
217 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
218 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
219 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
220 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
221 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
222 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
223 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
224 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
225 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
226 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
227 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
228 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
229 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
230 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
231 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
232 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
233 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
234 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
235 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
236 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
237 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
238 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
239 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
240 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
241 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
242 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
243 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
244 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
245 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
246 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
247 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
248 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
249 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
250 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
251 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
252 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
253 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
254 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
255 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
256 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
257 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
258 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
259 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
260 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
261 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
262 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
263 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
264 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
265 3' - 9" 6' - 1 3/4" D GL-1 1/A-5.001 2/A-5.001 3/A-5.001
Window Schedule Window Number
R.O. Window Type Glazing Type Head Jamb Sill CommentsWidth Height
001 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
002 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
003 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
004 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
005 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
006 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
007 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
008 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
009 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
010 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
011 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
012 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
013 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
014 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
015 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
016 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
017 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
018 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
019 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
020 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
021 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
022 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
023 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
024 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
025 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
026 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
027 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
028 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
029 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
030 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
031 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
032 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
033 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
034 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
035 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
036 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
037 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
038 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
039 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
040 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
041 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
042 3' - 0" 6' - 6 1/4" L GL-1 1/A-5.001 2/A-5.001 3/A-5.001
043 3' - 0" 6' - 0" M1 GL-1 8/A-5.001 9/A-5.001 10/A-5.001
044 3' - 0" 6' - 0" M1 GL-1 8/A-5.001 9/A-5.001 10/A-5.001
045 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
046 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
047 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
048 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
049 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
050 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
051 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
052 3' - 0" 6' - 6" M GL-1 8/A-5.001 9/A-5.001 10/A-5.001
053 5' - 6" 1' - 6 3/4" H GL-1 1/A-5.001 2/A-5.001 3/A-5.001
054 5' - 6" 1' - 6 3/4" H GL-1 1/A-5.001 2/A-5.001 3/A-5.001
101 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
102 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
103 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
104 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
105 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
106 7' - 6" 12' - 1 1/2" E GL-2 1/A-5.001 2/A-5.001 3/A-5.001
107 7' - 6" 12' - 1 1/2" E GL-2 1/A-5.001 2/A-5.001 3/A-5.001
108 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
109 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
110 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
111 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
112 7' - 6" 11' - 10" E1 GL-1 1/A-5.001 2/A-5.001 3/A-5.001
113 7' - 6" 11' - 10" E1 GL-1 1/A-5.001 2/A-5.001 3/A-5.001
114 7' - 6" 11' - 10" E1 GL-1 1/A-5.001 2/A-5.001 3/A-5.001
115 7' - 6" 3' - 9" X GL-1 1/A-5.001 SIM 2/A-5.001 SIM 7/A-5.001 W.I. GRILLE
116 7' - 6" 3' - 9" X GL-1 1/A-5.001 SIM 2/A-5.001 SIM 7/A-5.001 W.I. GRILLE
117 7' - 6" 3' - 9" X GL-1 1/A-5.001 SIM 2/A-5.001 SIM 7/A-5.001 W.I. GRILLE
118 7' - 6" 11' - 10" E1 GL-1 1/A-5.001 2/A-5.001 3/A-5.001
119 7' - 6" 11' - 10" E1 GL-1 1/A-5.001 2/A-5.001 3/A-5.001
120 7' - 6" 11' - 10" E1 GL-1 1/A-5.001 2/A-5.001 3/A-5.001
121 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
122 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
123 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
124 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
125 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
126 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
127 7' - 6" 12' - 1 1/2" E GL-1 1/A-5.001 2/A-5.001 3/A-5.001
Window Replacement
1/4" = 1'-0"2 LOUVER TYPES
0' 2' 4' 8'
013 014
GREAT LAKES REGION - REGION 5
230 SOUTH DEARBORN STREET
CHICAGO, IL - 60604
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GENERAL SERVICES ADMINISTRATION
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
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DISCIPLINE SHEET TYPE SEQUENCE
DRAWING NO.
DRAWING TITLE
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DRAWN BY DATE DRAFTED:
PROJECT NO.
GSA PM
SUB. DATE
SUBMISSION
DESCRIPTION
PROJECT
TITLE
BUILDING NOs.
OTHER
BUILDING NO.
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STREET
NAME
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24 X 36
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Architect: Edward J. Kodet, Jr. FAIA License #: 10266 February 1, 2010Date:
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RMN00193
GERALD W. HEANEY FEDERAL BUILDING & U.S.
COURTHOUSE
2/1/2010ae, hjs ms
Window Schedules…
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