PN 438-22-600 Drawing MODIFIED Part 3 - 29 pages.pdf
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Digitally signed by Jason Gottwalt Date: 2023.09.14 08:59:02-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89, O=DUNHAM ASSOCIATES, C=US
2023.09.14 09:39:45-05'00'
Date: 2023.09.14 08:58:38-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:40:02-05'00'
Date: 2023.09.14 08:58:21-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:40:27-05'00'
Date: 2023.09.14 09:10:01-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:41:14-05'00'
Date: 2023.09.14 09:09:40-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:41:29-05'00'
Date: 2023.09.14 08:57:07-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:41:54-05'00'
Date: 2023.09.14 08:59:42-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:42:18-05'00'
Date: 2023.09.14 09:02:30-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:42:37-05'00'
Date: 2023.09.14 09:02:12-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:47:47-05'00'
Date: 2023.09.14 09:01:55-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:47:35-05'00'
Date: 2023.09.14 09:01:38-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:47:31-05'00'
Date: 2023.09.14 09:10:31-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:47:21-05'00'
Date: 2023.09.14 09:10:15-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:47:17-05'00'
Date: 2023.09.14 09:00:28-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:47:13-05'00'
Date: 2023.09.14 09:04:03-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:47:06-05'00'
(F
IE
LD
VE
RI
FY
3"
G.C. TO VERIFY EXIST
CONC DECK DEPTH WITH
EOR PRIOR TO CONSTRUCTION
1 1/2" NW CONCRETE OVER
1 1/2" 22 GA GALV METAL
COMPOSITE DECK
3" TOTAL THICKNESS
REINF W/ FIBER MESH REINF OR
6 X 6 X W2.9 X W2.9 WWF
BOTTOM ANGLE
L3 X 3 X 1/4
(EA SIDE 4-THUS)
TOP ANGLE
L4 X 3 X 1/4 (LLH)
(EA SIDE 4-THUS)
ATTACH UPPER ANGLE TO
EXISTING CONCRETE W/
3/8" DIA X 2 1/2" LONG
SIMPSON STRONG TIE
COUNTER SINK TITEN HD ANCHOR
(3 PER SIDE) THD37212CS
1/4 3 - 12
ALL SIDES
NOTES:
1. NOTIFY EOR IF OPENING LARGER THAN 3'-0"
IN ANY ONE DIRECTION.
2. SEE ARCH FOR ROOFING REQUIREMENTS.
BUILDING 7 ROOF OPENING - OPTION A CONCRETE OVER METAL DECK INFILL IN EXISTING CONCRETE DECK
(F
IE
LD
V
E R
IF
Y) 3"
G.C. TO VERIFY EXIST
CONC DECK DEPTH WITH
EOR PRIOR TO CONSTRUCTION
5/16" STL PLATE 4" LARGER
THAN OPENING EA SIDE
ATTACH PLATE TO
EXISTING CONCRETE W/
3/8" DIA X 2 1/2" LONG
SIMPSON STRONG TIE
COUNTER SINK TITEN HD ANCHOR
(3 PER SIDE) THD37212CS
NOTES:
1. NOTIFY EOR IF OPENING LARGER THAN 3'-0"
IN ANY ONE DIRECTION.
2. SEE ARCH FOR ROOFING REQUIREMENTS.
BUILDING 7 ROOF OPENING - OPTION B METAL PLATE INFILL OVER EXISTING CONCRETE DECK
EXIST OPNG 30" X 30" (FIELD VERIFY)
1/4" X 3" X OPNG WIDTH
SHIM PLATE
3/16 2 - 12
EXIST W10 X 25 PURLIN EXIST W10 X 25 PURLIN
EXIST OPNG 30" X 30" (FIELD VERIFY)
EXIST CONC ROOF
G.C. TO FIELD VERIFY
EXIST ROOF EL & CONC THICKNESS
EXIST ROOF OPNG
TO BE INFILLED
EXIST ROOF OPNG
TO BE INFILLED
EXIST ROOF OPNG
TO BE INFILLED
07.SE121
2 TYP @
INFILL
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot on e q ua rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e q ua rte rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot 6" th re e in ch es o ne fo ot
6"
CONSTRUCTION
DOCUMENTS
FOR OFFICIAL USE ONLY
SIOUX FALLS VA HEALTH CARE
SYSTEM CAMPUS IMPROVE
CAMPUS BUILDING EXTERIORS
SIOUX FALLS, SOUTH DAKOTA
VA #438-22-600
ERA #20221954
STAMPARCHITECT OF RECORD
Stone Group Architects, Inc.
600 East 7th Street Sioux Falls, SD 57103 Phone: 605-271-1144
CONSULTANTS
Dunham Asssociates, Inc.
50 South Sixth St Suite 1100 Minneapolis, MN 55402 Phone: 612-465-7550
MEP:STRUCTURAL:CIVIL:
Ehrhart Griffin & Associates 601 N Minnesota Ave Sioux Falls, SD 57104 Phone: 605-339-7215
07.SE121
STRUCTURAL - ROOF PLAN & DETAILS
TDN CS/MJD09-15-2023
NORTH
INFORMATION ON THIS PLAN REGARDING EXISTING STRUCTURE
WAS TAKEN FROM EXISTING CONSTRUCTION DOCUMENTS.
ACTUAL FIELD CONDITION MAY VARY FROM WHAT IS SHOWN.
ALL DIMENSIONS, ELEVATIONS AND CONDITIONS OF EXISTING
STRUCTURE TO BE FIELD VERIFIED PRIOR TO FABRICATION.
1" = 1'-0"07.SE121
2 SECTION/ DETAIL
NORTH
1/8" = 1'-0"07.SE121
1 ROOF PLAN - 7
1" = 200'-0"
KEY PLAN
NORTH
Revision # Description Date:
1 9/15/2023
C
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A R ev it
Lo ca l\B U
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D
IN
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7_
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A lb
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9/
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9:
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P
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C
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A R ev it
Lo ca l\B U
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7_
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9/
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9:
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C
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D
IN
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7_
M ic ha el
A lb
.r vt
9/
/2
9:
:0
Date: 2023.09.14 08:56:26-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:47:02-05'00'
(F
IE
LD
VE
RI
FY
3"
G.C. TO VERIFY EXIST
CONC DECK DEPTH WITH
EOR PRIOR TO CONSTRUCTION
1 1/2" NW CONCRETE OVER
1 1/2" 22 GA GALV METAL
COMPOSITE DECK
3" TOTAL THICKNESS
REINF W/ FIBER MESH REINF OR
6 X 6 X W2.9 X W2.9 WWF
BOTTOM ANGLE
L3 X 3 X 1/4
(EA SIDE 4-THUS)
TOP ANGLE
L4 X 3 X 1/4 (LLH)
(EA SIDE 4-THUS)
ATTACH UPPER ANGLE TO
EXISTING CONCRETE W/
3/8" DIA X 2 1/2" LONG
SIMPSON STRONG TIE
COUNTER SINK TITEN HD ANCHOR
(3 PER SIDE) THD37212CS
1/4 3 - 12
ALL SIDES
NOTES:
1. NOTIFY EOR IF OPENING LARGER THAN 3'-0"
IN ANY ONE DIRECTION.
2. SEE ARCH FOR ROOFING REQUIREMENTS.
BUILDING 9 ROOF OPENING - OPTION A CONCRETE OVER METAL DECK INFILL IN EXISTING CONCRETE DECK
(F
IE
LD
V
E R
IF
Y) 3"
G.C. TO VERIFY EXIST
CONC DECK DEPTH WITH
EOR PRIOR TO CONSTRUCTION
5/16" STL PLATE 4" LARGER
THAN OPENING EA SIDE
ATTACH PLATE TO
EXISTING CONCRETE W/
3/8" DIA X 2 1/2" LONG
SIMPSON STRONG TIE
COUNTER SINK TITEN HD ANCHOR
(3 PER SIDE) THD37212CS
NOTES:
1. NOTIFY EOR IF OPENING LARGER THAN 3'-0"
IN ANY ONE DIRECTION.
2. SEE ARCH FOR ROOFING REQUIREMENTS.
BUILDING 9 ROOF OPENING - OPTION B METAL PLATE INFILL OVER EXISTING CONCRETE DECK
EXIST OPNG 30" X 30" (FIELD VERIFY)
1/4" X 3" X OPNG WIDTH
SHIM PLATE
3/16 2 - 12
EXIST W10 X 25 PURLIN EXIST W10 X 25 PURLIN
EXIST OPNG 30" X 30" (FIELD VERIFY)
EXIST CONC ROOF
G.C. TO FIELD VERIFY
EXIST ROOF EL & CONC THICKNESS
EXIST ROOF OPNG
TO BE INFILLED
09.SE121
2TYP @
INFILL
EXIST ROOF OPNG
TO BE INFILLED
EXIST ROOF OPNG
TO BE INFILLED
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot on e q ua rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e q ua rte rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot 6" th re e in ch es o ne fo ot
6"
CONSTRUCTION
DOCUMENTS
FOR OFFICIAL USE ONLY
SIOUX FALLS VA HEALTH CARE
SYSTEM CAMPUS IMPROVE
CAMPUS BUILDING EXTERIORS
SIOUX FALLS, SOUTH DAKOTA
VA #438-22-600
ERA #20221954
STAMPARCHITECT OF RECORD
Stone Group Architects, Inc.
600 East 7th Street Sioux Falls, SD 57103 Phone: 605-271-1144
CONSULTANTS
Dunham Asssociates, Inc.
50 South Sixth St Suite 1100 Minneapolis, MN 55402 Phone: 612-465-7550
MEP:STRUCTURAL:CIVIL:
Ehrhart Griffin & Associates 601 N Minnesota Ave Sioux Falls, SD 57104 Phone: 605-339-7215
09.SE121
STRUCTURAL - ROOF PLAN & DETAILS
TDN CS/MJD09-15-2023
NORTH
INFORMATION ON THIS PLAN REGARDING EXISTING STRUCTURE
WAS TAKEN FROM EXISTING CONSTRUCTION DOCUMENTS.
ACTUAL FIELD CONDITION MAY VARY FROM WHAT IS SHOWN.
ALL DIMENSIONS, ELEVATIONS AND CONDITIONS OF EXISTING
STRUCTURE TO BE FIELD VERIFIED PRIOR TO FABRICATION.
1" = 1'-0"09.SE121
2 SECTION/ DETAIL
NORTH
1/8" = 1'-0"09.SE121
1 ROOF PLAN - 9
1" = 200'-0"
KEY PLAN
NORTH
Revision # Description Date:
9/15/2023
C
S G
A R ev it
Lo ca l\B U
IL
D
IN
G
9_
M ic ha el
A lb
.r vt
9/
/2
9:
:3
C
S G
A R ev it
Lo ca l\B U
IL
D
IN
G
9_
M ic ha el
A lb
.r vt
9/
/2
9:
:3
S G
A R ev it
Lo ca l\B U
IL
D
IN
G
9_
M ic ha el
A lb
.r vt
9/
/2
9:
:3
Date: 2023.09.14 08:55:47-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:46:53-05'00'
C
S G
A R ev it
Lo ca l\B U
IL
D
IN
G
2_
M ic ha el
A lb
.r vt
9/
/2
8:
:3
C
S G
A R ev it
Lo ca l\B U
IL
D
IN
G
2_
M ic ha el
A lb
.r vt
9/
/2
8:
:3
S G
A R ev it
Lo ca l\B U
IL
D
IN
G
2_
M ic ha el
A lb
.r vt
9/
/2
8:
:3
Date: 2023.09.14 08:54:47-05'00'
CN=Jay D Rohkohl, dnQualifier=A01410D0000017C950EE3A30000BD89,
2023.09.14 09:46:25-05'00'
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