XGFG182006 Construct Alert GOV Shelters - DRAWINGS.pdf
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- Attached to
- 115 FW Construct Alert GOV Parking Shelter
- Solicitation number
- W50S9F26BA011
- Issued by
-
Department of the Army National Guard
About this file
This is a complete set of construction documents (RTA Submission dated June 15, 2026) for the National Guard Bureau's Construct Alert GOV Parking Shelters project at Truax Field, Madison, Wisconsin. The project involves the construction of two vehicle parking shelter structures with associated civil, structural, architectural, and electrical infrastructure improvements.
The project scope includes removal of approximately 2,656 square yards of bituminous pavement and 151 square yards of PCC pavement, construction of two prefabricated parking shelter buildings (one large shelter measuring approximately 24'-4" x 28'-4" and one small shelter measuring approximately 16'-4" x 20'-4"), placement of approximately 2,587 square yards of new bituminous pavement, and installation of 157 square feet of new concrete sidewalk. The structures feature cold-formed steel framing with metal roof decking, standing seam metal roofing, split-faced concrete masonry unit (CMU) walls with reinforced concrete foundations and slabs, overhead coiling doors and manual entry doors, metal wall panels, cast stone trim, and pre-engineered metal canopies. Electrical systems include LED lighting fixtures with integrated photocell controls, emergency lighting provisions, grounding systems, and provisions for future communications infrastructure. Site improvements encompass storm water pollution prevention measures, utility coordination (electrical, sanitary, storm, and water systems), drainage infrastructure with storm sewer connections, and grading with seeding and mulching of disturbed areas. The design complies with the International Building Code (2024), National Electrical Code (2026), ASCE 7-22, and applicable Air National Guard design criteria.
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Text version
National Guard Bureau Construct Alert GOV Parking Shelters
Truax Field, Madison, Wisconsin
RTA Submission June 15, 2026
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
F-
-P ro je ct s Al er t P ar ki ng
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
OKLAHOMA CITY
OK
W
IS C O NS IN
P R
O F E S S I O N A L E N G
I N E
E R
GENE O.
BROWN
E-47748
OKLAHOMA CITY
OK
W
IS C O NS IN
P R
O F E S S I O N A L E N G
I N E
E R
JOHN T
LITTLE
E-47833
EDMOND
OK
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
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JUNE 15, 2026
Autodesk D ocs://W isconsin AN G
- Alert Parking /03324_Arch_R VT25.rvt
6/16/2026 11:32:08 AM
SHEET INDEX
G-002
JBC
JBC
JBC
SHEET INDEX
NUMBER TITLE
GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
G-101 CODE COMPLIANCE PLAN - GROUND FLOOR
CIVIL
C-101 ACCESS PLAN
C-201 STORM WATER POLLUTION PREVENTION PLAN
C-202 STORM WATER POLLUTION PREVENTION DETAILS
C-301 REMOVAL PLAN
C-401 PROPOSED PLAN
C-402 TYPICAL SECTION AND PAVEMENT DETAILS
C-501 GRADING PLAN
C-601 UTILITY PLAN
C-602 DRAINAGE SCHEDULES AND DETAILS
C-603 DRAINAGE DETAILS
STRUCTURAL
S-001 GENERAL NOTES
SB101 FOUNDATION PLAN
SB501 FOUNDATION DETAILS
SF101 FRAMING PLAN
SF201 FRAMING ELEVATIONS
SF202 FRAMING ELEVATIONS
SF501 FRAMING DETAILS
ARCHITECTURAL
A-001 ABBREVIATIONS AND SYMBOLS
AE100 COMPOSITE GROUND FLOOR PLAN
AE201 BUILDING ELEVATIONS
AE301 BUILDING SECTIONS
AE501 DETAILS
AE600 SCHEDULES
ELECTRICAL
E-001 LEGEND, ABBREVIATIONS, & MOUNTING HEIGHT DETAIL
E-101 ELECTRICAL POWER PLAN
E-102 ELECTRICAL DETAILS AND PANEL SCHEDULE
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
OKLAHOMA CITY
1 1
A
A
2 2
B
B
C
C
D
D
VEHICLE
PARKING
VEHICLE
PARKING-SMALL
102 0
27'-0"
28'-0"
LIFE SAFETY LEGEND
38'-0"
TRAVEL
DISTANCE
DENOTES
EXIT ROUTE
DENOTES
BUILDING EXIT
STARTING POINT
OCCUPANT LOAD NUMBER
AT EXIT COMPONENT
EXIT COMPONENT MAXIMUM
OCCUPANT CAPACITY NUMBER
# # OF OCCUPANTS
DRY CHEMICAL FIRE EXTINGUISHER ON
WALL BRACKET MOUNTED 48" AFF.
(EXTINGUISHERS PROVIDED BY BASE)
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
FSB2020-332-06
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
JUNE 15, 2026
Autodesk D ocs://W isconsin AN G
- Alert Parking /03324_Arch_R VT25.rvt
6/16/2026 11:28:54 AM
CODE COMPLIANCE PLAN -
GROUND FLOOR
G-101
JBC
JBC
JBC
SCALE: 1/4" = 1'-0"
LIFE SAFETY/OCCUPANCY PLAND2
N
N
0 2' 4' 8'
1/4" = 1'-0"
CODE SUMMARY
INTERNATIONAL BUILDING CODE (IBC) 2024
NATIONAL ELECTRICAL CODE (NEC) 2026
UFC 1-200-01 DATED 01 SEPT. 2022
CHANGE 4, 17 DEC. 2024
ASCE 7-22
ANG ETL 24-02, CHANGE 1, 10 SEP 2025
ANG ETL 11-12
ANGI 32-1023
NFPA 70 2026
INDIVIDUAL CLASSIFICATION OF OCCUPANCY
ENCLOSED PARKING STRUCTURES - UNOCCUPIED
FIRE PROTECTION CRITERIA - NON SPRINKLERED
AT/FP REQUIREMENTS EXEMPT
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EXISTING
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EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
ACCESS FROM THE EAST ON
MITCHELL STREET.
PROJECT TO BE COMPLETED IN ONE
PHASE. PEDESTRIAN ACCESS TO BE
MAINTAINED BETWEEN BUILDING
AND FENCE LINE TO THE NORTH
0 10' 20' 40' N
ACCESS PLAN
C-101
LDH
HLE
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-06
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
C
B
A
D
C
B
A
54321
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
JUNE 15, 2026
LDH
EXISTING PCC
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
MITCHELL ST.
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INLET PROTECTION, TYPE B AT
EXISTING AND PROPOSED
INLET STRUCTURES (TYP.) TO
BE REMOVED WHEN DIRECTED.
INLET PROTECTION, TYPE C
AT EXISTING CURB INLET
STRUCTURES (TYP.) TO BE
REMOVED WHEN DIRECTED.
0 10' 20' 40' N
STORM WATER POLLUTION
PREVENTION PLAN
C-201
LDH
HLE
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-06
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
C
B
A
D
C
B
A
54321
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
STORM WATER POLLUTION
PREVENTION DETAILS
C-202
LDH
HLE
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-06
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
C
B
A
D
C
B
A
54321
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
EXISTING
BITUMINOUS
PAVEMENT
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BUILDING
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EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
REMOVE BITUMINOUS
PAVEMENT, 2,656 S.Y.
REMOVE PCC
PAVEMENT, 151 S.Y.
REMOVE EXISTING
METAL SHELTER
REMOVE SHELTER
STRUCTURES
PAVEMENT TO BE
REMOVED AS CLOSE TO
EXISTING FENCE AS
POSSIBLE WITHOUT
DAMAGING FENCE
PROTECT
HYDRANT TO
REMAIN
INLET TO BE
ADJUSTED, SEE
UTILITY PLAN
PIERCED METAL
PLANKING BOUNDARY
0 10' 20' 40' N
REMOVAL PLAN
C-301
LDH
HLE
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-06
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
C
B
A
D
C
B
A
54321
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
JUNE 15, 2026
LDH
LEGEND
BITUMINOUS PAVEMENT REMOVAL
PCC PAVEMENT REMOVAL
EXISTING FENCE
EXISTING STORM
EXISTING SANITARY
EXISTING WATER
EXISTING GAS
EXISTING ELECTRICAL
1. BASED ON SURVEY, APPROXIMATELY 10% OF THE
BITUMINOUS PAVEMENT REMOVAL AREA HAS PIERCED
METAL PLANKING BELOW THE EXISTING PAVEMENT. IF
ENCOUNTERED, THIS MATERIAL SHALL BE SAWCUT
ALONG THE EXISTING FENCE LINE TO REMAIN AND
REMOVED.
2. THE EXISTING BITUMINOUS PAVEMENT THICKNESS
VARIES. MAXIMUM THICKNESS IS 9 INCHES.
PROPOSED
OPERATIONS
SHELTER
EXISTING
BUILDING
MITCHELL ST.
EE
EEEE
E E
E
E E E E
E E
E E E E E E E E E E E E E E E E
EEEEE
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E
E E E
E E
E E
E
EEEEE
E
E
E
G
G G
G
G G
G
GGGG
G
G G G G G G G G
G G
G G
G G
G
G
G G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G G
G
G
G
G
G
G
G
G
G G
G G
O H
O H
SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN SAN SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
T
T
T
T
T
T
T
T
T
T
TT
T
T
W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W W
W W
W
W
W
W
W W
W W
W W
W
W
W
W
W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
WW
W
W
W
W
W
W
W
W
WVWV WV
WV
WV
BLDG
TEL
TEL
TEL
WV
MWEL
MWEL
UT
MWEL
ANCHOR
ANCHOR
UT
BLDG
MWEL
ANCHOR
BLDG
BLDG
BLDG
BLDG
POST
GV
WV
SAN
GV
GV
GV
SAN
WV
WV
WV
WV
WV
WV
WV
WV
WV
UT
POST
POST
POST
POST
POST
BLDG
BLDG
BLDG
POST
POST
POST
SIGN
SIGN
AG
AG
AG
UT
BLDG
UT
SAN
BLDG
BLDG
BLDG
BLDG
BLDG
MWEL
SAN
MWEL
GTST
BLDG
TTTTT
TT
T TT TT
POSTPOSTPOSTPOST
POST
POST
POSTPOSTPOSTPOST
BLDG
BLDG
BLDG
UT
UT
BLDG
AG
AG
POST
POST
POST
POST
POST
POST
POST
BLDG
POST
POST
BLDG
BLDG
AG
AG
BLDG
BLDG
AG
AG
SAN
SAN
BLDG AG
AG
AGAGAG
AG
AG
AGAGAG
A/C
BLDGBLDG
BLDGBLDG
BLDG
BLDG
BLDG
BLDG
BLDG BLDG
BLDG
BLDGBLDG
AG
BLDG
UT
BLDG BLDG
BLDG
POST
POST
BLDG
BLDG
POST
POST
BLDG
BLDG
UT
BLDG
BLDG
WV
POST POST
UT
UT
BLDG
MWEL
VENT
POST
POST
UT UT
BLDG
BLDG
A/C
UT
BLDG
DOCK DOCKBLDG
BLDGPOSTBLDG
BLDG
BLDG
BLDG
TEL
BLDG
BLDG
BLDG
BLDG
BLDG
POST
POST
A/C
BLDGBLDG
BLDG BLDG
BLDG
AG
BLDG
W W
W W
W
G G
G G
G
G G G
BLDG
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
PROPOSED
BITUMINOUS
PAVEMENT,
2,587 S.Y.
PROPOSED PAVEMENT TO
MEET REMOVAL LIMITS
ALONG FENCELINE
PROTECT
HYDRANT TO
REMAIN
INLET TO BE
ADJUSTED, SEE
UTILITY PLAN
NEW INLET
STRUCTURE, SEE
UTILITY PLAN
BOLLARDS AT
EXISTING
HYDRANT, 4 EACH
PROPOSED
PAVEMENT
MARKING, 6" RED
PROPOSED
ALERT
SHELTER
PROPOSED
SIDEWALK,
157 S.F.
5'-0" X 5'-8"
STOOP (TYP.)
5'-0" X 5'-8"
STOOP (TYP.)
PIERCED METAL
PLANKING BOUNDARY.
SEE REMOVAL PLAN.
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-06
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
C
B
A
D
C
B
A
54321
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
JUNE 15, 2026
LDH
0 10' 20' 40' N
PROPOSED PLAN
C-401
LDH
LDH
LEGEND
PROPOSED BITUMINOUS PAVEMENT
PROPOSED STORM
EXISTING FENCE
EXISTING STORM
EXISTING SANITARY
EXISTING WATER
EXISTING GAS
EXISTING ELECTRICAL
TYPICAL SECTION AND
PAVEMENT DETAILS
C-402
LDH
HLE
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-06
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
C
B
A
D
C
B
A
54321
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
JUNE 15, 2026
LDH
4'
4'
EXISTING
BUILDING
MITCHELL ST.
EEEEEEE
EEEE
E E
E
E
E E E E
E E
E E E E E E E E E E E E E E E E
EEE
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E E
E E
E
E E
E
E
EEE
E
E
E
GGGGGGGGGG
G
G G
G G
G
GGGG
G
G
G G G G G G
G G
G G
G G
G
G
G G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G G
G
G
G
G
G
G
G
G
G G
G G
O H
O H
SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN SAN SAN SAN SAN SAN
SAN SAN SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
T
T
T
T
T
T
T
T
T
TT
T
W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W W
W W
W
W
W
W
W W
W W
W W
W
W
W
W
W W W W W
W
W
W
W
W
W W
W
W
W
WW
W
W
W
W
W
W
W
WVWV WV
WV
WV
TEL
BLDG
TEL
WV
MWEL
MWEL
UT
UT
MWEL
ANCHOR
ANCHOR
MWEL
UT
MWEL
ANCHOR
BLDG
MWEL
ANCHOR
BLDG
BLDG
BLDG
BLDG
POST
GV
GVGTST
WV
SAN
GV
GV
GV
WV
WV
WV
WV
WV
WV
UT
POST
POST
POST
POST
POST
BLDG
BLDG
BLDG
POST
POST
POST
SIGN
SIGN
AG
AG
AG
UT
BLDG
UT
MWEL
SAN
BLDG
BLDG
BLDG
BLDG
BLDG
MWEL
SAN
MWEL
GTST
BLDG
BLDG
BLDG
UT
UT
AG
POST
POST
POST
POST
POST
POST
POST
BLDG
AG
AG
BLDG
BLDG
AG
AG
SAN
SAN
BLDG AG
AG
AGAGAG
AG
AG
AGAGAG
A/C
BLDGBLDG
BLDGBLDG
BLDG
BLDG
BLDG
BLDG
BLDG BLDG
BLDG
BLDGBLDG
AG
BLDG BLDG
BLDG
BLDG
POST
POST
BLDG
BLDG
UT
BLDG
BLDG
WV
POST POST
UT
UT
BLDG
MWEL
VENT
POST
POST
UT UT
A/C
UT
BLDG
DOCK DOCKBLDG
BLDGPOSTBLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
POST
POST
A/C
BLDGBLDG
BLDG BLDG
BLDG
AG
BLDG
W W
W W
W
G G
G G
G
G G G
EXISTING
BUILDING
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
LIMITS OF SEEDING
AND MULCHING
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-06
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
C
B
A
D
C
B
A
54321
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
JUNE 15, 2026
LDH
0 10' 20' 40' N
GRADING PLAN
C-501
LDH
LDH
NOTES:
ALL DISTURBED TURF AREA WILL BE SEEDED AND
HYDRO-MULCHED AS PART OF THE BASE-BID.
OPERATIONS SHELTER FFE 100'-0" IS 859.20 AMSL.
ALTER SHELTER FFE 100'-0" IS 858.50 AMSL.
LEGEND
PROPOSED BITUMINOUS PAVEMENT
PROPOSED STORM
EXISTING FENCE
EXISTING STORM
EXISTING SANITARY
EXISTING WATER
EXISTING GAS
EXISTING ELECTRICAL
PROPOSED
OPERATIONS
SHELTER
EXISTING
BUILDING
MITCHELL ST.
EEEEEEEE
EEEE
E E
E
E
E E E E
E E
E E E E E E E E E E E E E E E E
EEE
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E E E
E E
E E
E E
E
E
EE
EEE
E
E
E
GGGGGGGGGG
G
G
G G
G
GGGG
G
G
G
G G G G G G
G G
G G
G G
G
G
G G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G G
G
G
G
G
G
G
G
G
G
G G
G G
O H
O H
SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN SAN SAN SAN SAN SAN
SAN SAN SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
T
T
T
T
T
T
T
T
TT
T
W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W W
W
W W
W W
W
W
W
W
W W
W W
W W
W
W
W
W
W W W W W
W
W
W
W
W
W W
W
W
W
WW
W
W
W
W
W
W
W
WVWV WV
WV
WV
TEL
BLDG
TEL
WV
MWEL
MWEL
UT
UT
MWEL
ANCHOR
ANCHOR
MWEL
UT
MWEL
ANCHOR
BLDG
MWEL
ANCHOR
BLDG
BLDG
BLDG
BLDG
POST
GV
GVGTST
WV
SAN
GV
GV
GV
WV
WV
WV
WV
WV
WV
TEL
UT
POST
POST
POST
POST
POST
BLDG
BLDG
BLDG
POST
POST
POST
SIGN
SIGN
AG
AG
AG
UT
BLDG
MWEL
SAN
BLDG
BLDG
BLDG
BLDG
BLDG
MWEL
SAN
MWEL
GTST
BLDG
BLDG
BLDG
UT
POST
POST
POST
POST
POST
POST
POST
BLDG
AG
AG
BLDG
BLDG
AG
AG
SAN
SAN
BLDG AG
AG
AGAGAG
AG
AG
AGAGAG
A/C
BLDGBLDG
BLDGBLDG
BLDG
BLDG
BLDG
BLDG
BLDG BLDG
BLDG
BLDGBLDG
AG
BLDG
BLDG
BLDG
POST
POST
BLDG
BLDG
UT
BLDG
BLDG
WV
POST POST
UT
UT
BLDG
MWEL
VENT
POST
POST
UT UT
A/C
UT
BLDG
DOCK DOCKBLDG
BLDGPOSTBLDG
BLDG
BLDG
BLDG
POST
POST
A/C
BLDGBLDG
BLDG BLDG
BLDG
AG
BLDG
W W
W W
W
G G
G G
G
G G G
EXISTING
BUILDING
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
S1
S2
S3
S4
PROPOSED ELECTRICAL TO
PANEL FROM EXISTING
TRANSFORMER
PROPOSED ELECTRICAL
CONDUITS FROM PANEL
TO ALERT SHELTER
PROPOSED
ALERT
SHELTER
PROPOSED 1"
COMMUNICATIONS
CONDUITS TO
PROPOSED SHELTERS
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-06
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
C
B
A
D
C
B
A
54321
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
JUNE 15, 2026
LDH
0 10' 20' 40' N
UTILITY PLAN
C-601
LDH
LDH
EXISTING PROPOSED LEGEND
WATER
ELECTRIC
GAS
COMMUNICATION
STORM
SANITARY
STORM/SANITARY STRUCTURE
SS
SAN
DRAINAGE SCHEDULES AND
DETAILS
LDH
LDH
C-602
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-06
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
C
B
A
D
C
B
A
54321
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
JUNE 15, 2026
LDH
STORM SEWER SCHEDULE
PROPOSED
STRUCTURE NORTHING EASTING TYPE RIM ELEV.
(FT)
INVERT ELEV.
(FT)
PIPE PAY
LENGTH
(FT)
SIZE
(IN) TYPE SLOPE
S2 503918.4337 833912.3693 Inlet Over
Existing 12" Pipe 856.30 852.21
S3 503749.1336 834188.3100 Inlet 858.20 855.00
87.5 12 RCP 0.5
S4 503749.3041 834100.8009 Inlet Over
Existing 12" Pipe 859.17 854.57
MANHOLE ADJUSTMENT SCHEDULE
EXISTING
STRUCTURE NORTHING EASTING TYPE
EXISTING
RIM ELEV.
(FT)
PROPOSED
RIM ELEV.
(FT)
ADJUSTMENT
(IN) DESCRIPTION
S1 503935.9550 833935.6970 STORM 856.54 856.58 0.48 MODIFY TO SOLID LID
DRAINAGE DETAILS
LDH
C-603
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-06
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
C
B
A
D
C
B
A
54321
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
ACI AMERICAN CONCRETE INSTITUTE
ADD'L ADDITIONAL
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
ANCH ANCHOR
AR ANCHOR ROD
ARCH ARCHITECTURAL
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASD ALLOWABLE STRESS DESIGN
ASTM AMERICAN SOCIETY FOR TESTING AND
MATERIALS
AT/FP ANTI-TERRORISM FORCE PROTECTION
AWS AMERICAN WELDING SOCIETY
BM BEAM
BO BOTTOM OF
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BASE PLATE
BR BRACING
BRG BEARING
BTWN BETWEEN
CJ CONSTRUCTION JOINT
CENTER LINE
CL CENTER LINE
CL COLLATERAL LOAD
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONNX CONNECTION
CONT CONTINUOUS
COORD COORDINATE
CR CENTER OF RADIUS
DBA DEFORMED BAR ANCHOR
DBE DECK BEARING ELEVATION
DEG DEGREE
db DIAMETER BAR
DIA DIAMETER
DL DEAD LOAD
DN DOWN
DWLS DOWELS
EA EACH
EE EACH END
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEV ELEVATION
EQ EQUAL
EQUIV EQUIVALENT
EW EACH WAY
EXP EXPANSION
ºF/C DEGREES FAHRENHEIT/CELSIUS
FF FINISH FLOOR
FFE FINISHED FLOOR ELEVATION
FIN FINISH
FLR FLOOR
FLG FLANGE
FND FOUNDATION
FT FOOT/FEET
FTG FOOTING
FS FAR SIDE
GA GAGE
GALV GALVANIZED
GB GRADE BEAM
HORIZ HORIZONTAL
IBC INTERNATIONAL BUILDING CODE
IN INCH/INCHES
JB JOIST BEARING
JST JOIST
JT JOINT
LBS POUNDS
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LONG LONGITUDINAL
LRFD LOAD AND RESISTANCE FACTOR DESIGN
LSH LONG SIDE HORIZONTAL
LSSH LONG SLOTTED HOLES
MBM METAL BUILDING MANUFACTURER
MFR MANUFACTURER
MAT'L MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFG MANUFACTURER
MIN MINIMUM
MPH MILES PER HOUR
NS NEAR SIDE
NTS NOT TO SCALE
OC ON CENTER
OH OPPOSITE HAND
OPNG OPENING
OVS OVERSIZED
PERIM PERIMETER
PL PLATE
± PLUS/MINUS
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POINT
REF REFER
REINF REINFORCE/REINFORCING
REQ'D REQUIRED
SCHED SCHEDULE
SDI STEEL DECK INSTITUTE
SF SQUARE FEET
SIM SIMILAR
SJ SAWCUT JOINT
SJI STEEL JOIST INSTITUTE
SL SNOW LOAD
SSLT SHORT SLOTTED HOLES
SSMA STEEL STUD MANUFACTURERS
ASSOCIATION
STD STANDARD
STIFF STIFFENER
TO TOP OF
TOF TOP OF FOUNDATION/FOOTING
TOS TOP OF STEEL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W/ WITH
W/O WITHOUT
WL WIND LOAD
WP WORKING POINT
WWF WELDED WIRE FABRIC
WWR WELDED WIRE REINFORCEMENT
ABBREVIATIONS DESIGN CRITERIA:
GOVERNING BUILDING CODE: IBC 2018
BUILDING RISK CATEGORY: II
DESIGN LOADS:
DEAD LOADS:
ROOF SYSTEM ..................................................... 20 PSF SUPERIMPOSED FRAMING................................................................ ACTUAL WEIGHT OF MATERIALS, UNLESS NOTED OTHERWISE
INSULATION........................................................... 9 PSF
CEILING COLLATERAL........................................... 3 PSF
MISC/MECH COLLATERAL..................................... 5 PSF
LIVE LOADS:
ROOF (NON-REDUCIBLE)....................................... 20 PSF
ALL OTHER FLOORS .............................................. 80 PSF
CONCENTRATED POINT LOADS
SLAB ON GRADE (6"X6") ................................. 20,000 LBS
SNOW LOAD: (ASCE 7-22)
BASIC GROUND SNOW LOAD, (Pg)....................... 54 PSF
TERRAIN CATEGORY............................................. C
ROOF EXPOSURE................................................... PARTIAL
EXPOSURE FACTOR, (Ce)...................................... 1.0 THERMAL FACTOR, (Ct)......................................... 1.0 SLOPE FACTOR, (Cs).............................................. 1.0 IMPORTANCE FACTOR, (Is).................................... 1.0 SLOPED ROOF SNOW, (Ps).................................... 45.4 PSF
WIND LOAD: (ASCE 7-22)
BUILDING DESIGN:
BASIC WIND SPEED................................................. 107 MPH
EXPOSURE CATEGORY........................................... C
TOPOGRAPHIC FACTOR, (Kzt)............................... 1.0 BUILDING ENCLOSURE CA..................................... PARTIALLY ENCLOSED BUILDING
SEISMIC DESIGN DATA: (ASCE 7-22)
SHORT PERIOD ACCELERATION, Ss ................... 0.09 g LONG PERIOD ACCELERATION, S1...................... 0.054 g
SOIL SITE CLASS ................................................... D
SITE COEFFICIENT, Fa .......................................... 1.6 SITE COEFFICIENT, Fv .......................................... 2.4 DESIGN SPECTRAL ACCELERATION, SDs .......... 0.085 g DESIGN SPECTRAL ACCELERATION, SD1 .......... 0.078 g
SEISMIC DESIGN CATEGORY .............................. B
ANALYSIS METHOD................................................ EQUIVALENT LATERAL FORCE
SEISMIC FORCE RESISTING SYSTEM................ STEEL SYSTEMS NOT SPECIFICALLY
DETAILED FOR SEISMIC RESISTANCE
R=3.0, Ω=3.0, Cd=3.0, I=1.25, Cs=0.066
TEMPERATURE:
STRUCTURE SHALL BE ANALYZED FOR T = +37,-53 °F (90 °F TOTAL ΔT )
MATERIAL DESIGN VALUES:
CONCRETE (MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS,
NORMAL WEIGHT, UNLESS NOTED OTHERWISE)
SLABS ON GRADE AND FOUNDATIONS..................... 4,000 PSI
ALL OTHER STRUCTURAL CONCRETE, U.N.O.......... 5,000 PSI
CONCRETE REINFORCEMENT(MINIMUM YIELD STRENGTH)
ALL DEFORMED BARS, UNLESS NOTED OTHERWISE.
(ASTM A615, GRADE 60).............................................. .. Fy = 60,000 PSI WELDED WIRE FABRIC (ASTM A185).......................... Fy = 60,000 PSI SMOOTH BARS (ASTM A82).......................................... Fy = 70,000 PSI DEFORMED BAR ANCHORS (ASTM A706)................... Fy = 60,000 PSI
STRUCTURAL STEEL (MINIMUM YIELD STRENGTH)
WIDE FLANGES (ASTM A992 OR A572, GR. 50).......... Fy = 50,000 PSI HSS ROUND (ASTM A500, GRADE C).......................... Fy = 46,000 PSI
HSS SQUARE (ASTM A500, GRADE C)........................ Fy = 50,000 PSI PIPES (ASTM A53, GRADE B).......................... ............ Fy = 35,000 PSI
ALL OTHER SHAPES, PLATES AND ANCHOR BOLTS
UNLESS NOTED OTHERWISE (ASTM A36).................. Fy = 36,000 PSI
ANCHOR RODS
(ASTM F 1554, WELDABLE GRADE 55)........................ Fy = 55,000 PSI COLD FORMED STRUCTURAL SHAPES...................... Fy = 50,000 PSI (MIN)
MISCELLANEOUS NOTES:
1.
2.
REFERENCE DATUM ELEVATION 100'-0" IS EQUAL TO THE ACTUAL
FINISH FLOOR ELEVATION PROVIDED BY CIVIL. REFERENCED
ELEVATIONS ARE BASED ON THIS DATUM ELEVATION.
GENERAL NOTES AND TYPICAL DETAILS APPLY TO THE ENTIRE
PROJECT AND CONVEY ENGINEERING INTENT. SPECIFIC
DETAILS ARE NOT DRAWN FOR EVERY CONDITION OF
CONSTRUCTION OR ASSEMBLY. MANY CONDITIONS SIMILAR TO
THOSE DEPICTED EXIST AND THOSE SIMILAR CONDITIONS ARE
INCLUDED IN THE CONTRACT SCOPE OF WORK. THE
CONTRACTOR SHALL INCLUDE COST OF THE WORK FOR THESE
SIMILAR CONDITIONS. FUTURE CLARIFICATION OF DETAILS
SHALL NOT BE THE BASIS OF ADDITIONAL COMPENSATION FOR
THE CONTRACTOR.
CONSTRUCTION NOTES:
1.
2.
3.
4.
5.
6.
ALL DIMENSIONS TO EXISTING STRUCTURES MUST BE VERIFIED
IN THE FIELD AS REQUIRED FOR NEW CONSTRUCTION.
ALL INTERFERING PIPES, UTILITIES, AND FIXTURES WILL BE
RELOCATED BY CONTRACTOR AS REQUIRED.
THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL SHORING,
PROPS, AND GUYS REQUIRED FOR THE TEMPORARY SUPPORT
OF THE EXISTING STRUCTURE AND REMOVE SAME AFTER
COMPLETION.
THE CONTRACTOR IS HELD RESPONSIBLE FOR PROTECTION OF
PERSONNEL AND EQUIPMENT DURING THE COURSE OF
OPERATIONS ACCORDING TO CURRENT SAFETY REGULATIONS.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER COPIES OF
ALL SHOP DRAWINGS OF NEW WORK FOR APPROVAL.
THE CONTRACTOR SHALL REPAIR ALL EXISTING WORK WHICH
HAS BEEN DAMAGED BY HIS CONSTRUCTION OPERATIONS AND
REMOVE ALL DEBRIS FROM THE SITE AFTER COMPLETION OF
THE PROJECT.
COLD-FORMED FRAMING NOTES:
1.
2.
3.
4.
COLD-FORMED FRAMING SHALL CONFORM WITH THE NORTH
AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED
STEEL STRUCTURAL MEMBERS AISI S100-2007.
EAVE STRUT TOP AND BOTTOM FLANGES SHALL BE PARALLEL
AND MATCH ROOF SLOPES.
WELDING ON COLD-FORMED STUDS IS NOT PERMITTED UNLESS
SHOWN IN DETAILS ON THESE CONSTRUCTION DOCUMENTS OR
APPROVED BY THE ENGINEER OF RECORD.
BOLTED LAPS ARE PERMITTED. UNLESS NOTED OTHERWISE,
LAP BOLTS AND CONNECTION TO MAIN SUPPORT FRAMING
SHALL BE 1/2" DIAMETER ASTM A307 BOLTS. WASHERS ARE NOT
REQUIRED, UNLESS OTHERWISE NOTED IN DETAILS ON THESE
CONSTRUCTION DOCUMENTS.
REINFORCED MASONRY NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
A.
B.
C.
D.
E.
11.
ALL CMU SHALL BE 1 OR 2-CELL BLOCK.
MASONRY DESIGN STRENGTH, F’m = 2,000 PSI.
MINIMUM MORTAR COMPRESSIVE STRENGTH SHALL BE 2,200 PSI
AT 28 DAYS.
CELLS WHICH CONTAIN REINFORCING STEEL SHALL BE FILLED
SOLIDLY WITH MINIMUM 2,000 PSI (FINE OR COARSE) GROUT
MEETING THE REQUIREMENTS OF ASTM C476.
VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL
ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED
CONTINUOUS VERTICAL CELL NOT LESS THAN 2 INCHES BY 3
INCHES IN PLAN DIMENSION.
SLAB DOWELS SHALL BE INSTALLED PER THE CMU DETAILS.
REFER TO ARCHITECTURAL DRAWINGS FOR ALL CMU WALL
INFORMATION NOT SHOWN IN STRUCTURAL.
VERTICAL WALL REINFORCING SHALL USE THE BARS AS
REQUIRED ON THE FOUNDATION PLAN AND DETAILS. VERTICAL
REINFORCING SHALL EXTEND CONTINUOUSLY FROM THE TOP OF
THE SLAB TO EMBED AT LEAST 6 INCHES INTO THE TOP BOND
BEAM. LAP SPLICES OF 60 BAR DIAMETERS ARE PERMITTED.
BOND BEAM REINFORCING SHALL USE THE BARS AS REQUIRED
ON THE FOUNDATION PLAN AND SHALL RUN CONTINUOUS
THROUGHOUT. CORNER BARS SHALL BE PROVIDED AND LAP
SPLICES OF 40 BAR DIAMETERS ARE PERMITTED. BOND BEAMS
SHALL EXIST AT THE BOTTOM AND TOP COURSES. COORDINATE
WITH ARCHITECTURAL REQUIREMENTS.
AN ADDITIONAL VERTICAL BAR OF THE SAME SIZE AND LENGTH
AS THE NORMAL REINFORCING BAR SHALL BE PLACED:
ON EACH SIDE OF CONTROL JOINTS
AT ALL WALL INTERSECTIONS OF EXTERIOR WALLS
AT ALL DISCONTINUOUS EDGES
AT ALL DOOR AND WINDOW JAMBS
AS SHOWN ON STRUCTURAL DRAWINGS
POST-INSTALLED DOWEL OR ANCHOR APPLICATIONS INTO
GROUTED MASONRY SHALL USE HILTI HY-270 OR APPROVED
EQUAL, UNLESS NOTED OTHERWISE. SUBSTITUTION REQUESTS
SHALL PROVIDE CALCULATIONS DEMONSTRATING THE
SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE
PERFORMANCE VALUES OF THE SPECIFIED PRODUCT UNDER
THE CONDITIONS OF THE PROJECT. SUBSTITUTION REQUESTS
SHALL FURTHER DEMONSTRATE PRODUCT APPLICABILITY BY
ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING
CODE FOR SEISMIC USE, LOAD RESISTANCE, INSTALLATION
CATEGORY, AND ANY OTHER RELEVANT PROJECT CONDITIONS.
SOILS/FOUNDATION NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
FOUNDATION DESIGN IS BASED ON THE FOUNDATION
RECOMMENDATIONS OF B401, NEARBY.
THE ALLOWABLE SOIL BEARING PRESSURE FOR SHALLOW
FOOTINGS SHALL BE 2,000 PSI AND BEAR AT LEAST 60 INCHES
BELOW FINAL GRADE FOR FROST PROTECTION (FOR AN
UNHEATED STRUCTURE) AND SHALL HAVE A MINIMUM WIDTH OF
18 INCHES FOR CONTINUOUS FOOTINGS AND 24 INCHES FOR
SPREAD FOOTINGS.
FLOOR SLABS SHALL BE CONSTRUCTED ON COMPACTED
MINIMUM 6 INCH THICK DRAINABLE GRANULAR FILL PLACED ON
TOP OF PROPERLY PREPARED BEDROCK OR STRUCTURAL FILL,
AS APPLICABLE.
AFTER EXCAVATING, FOOTINGS SHOULD BE INSPECTED AND
CONCRETE PLACED AS QUICKLY AS POSSIBLE TO AVOID
EXPOSURE TO WETTING AND DRYING.
WATER SHOULD NOT BE ALLOWED TO COLLECT IN THE
EXCAVATIONS OR NEAR THE FOUNDATIONS AND FLOOR SLAB
AREAS OF THE BUILDINGS DURING CONSTRUCTION.
ALL VEGETATION, TOPSOIL, SOFT OR LOOSE SOIL, CONCRETE,
ASPHALT, OLD FOUNDATIONS AND DELETERIOUS MATERIALS
SHALL BE STRIPPED FROM THE BUILDING SITE. STRIPPING AND
UNDERCUTTING SHALL EXTEND A MINIMUM OF 5 FEET BEYOND
THE BUILDING PERIMETER AND THE DEPTH SHALL BE AS
DETERMINED BY THE GEOTECHNICAL ENGINEER.
AFTER STRIPPING THE SITE BUT PRIOR TO PLACING FILL THE
SITE SHALL BE PROOF ROLLED WITH A TANDEM AXLE DUMP
TRUCK (9 TONS/AXLE) OR SIMILAR RUBBER TIRED VEHICLE.
SOILS THAT RUT OR DEFLECT EXCESSIVELY (GREATER THAN 1
INCH) SHALL BE UNDERCUT AND RECOMPACTED IN PLACE OR
REPLACED WITH PROPERLY COMPACTED STRUCTURAL FILL. THE
RECOMPACTED SOIL OR ENGINEERED FILL SHALL BE MOISTURE
CONDITIONED DURING PLACEMENT.
AFTER PROOF ROLLING, THE SUBGRADE SOILS SHALL BE
SCARIFIED TO A DEPTH OF 8 INCHES, MOISTURE CONTENT
ADJUSTED TO WITHIN 2 PERCENT ABOVE THE OPTIMUM
MOISTURE CONTENT, AND COMPACTED TO 95 PERCENT OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY AS DEFINED BY
ASTM D698.
AFTER INSPECTION OF THE SUBGRADE, STRUCTURAL FILL
MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES.
EACH LIFT OF STRUCTURAL FILL MATERIAL SHALL HAVE THE
MOISTURE CONTENT ADJUSTED TO WITHIN 3 PERCENT ABOVE
THE OPTIMUM MOISTURE CONTENT, AND COMPACTED TO 98
PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY
AS DETERMINED BY ASTM DESIGNATION D698.
BACKFILL ALL TRENCHES AND EXCAVATIONS THAT UNDERMINE
OR ENCROACH ON FOUNDATIONS BEARING ON / IN SHALE PER
NOTE 9.
CONCRETE CONSTRUCTION NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
ALL DETAILING, FABRICATION AND PLACING OF REINFORCING
BARS, UNLESS NOTED OTHERWISE, SHALL FOLLOW THE LATEST
EDITION ACI DETAILING MANUAL, DETAILS AND DETAILING OF
CONCRETE REINFORCEMENT, ACI MANUAL OF ENGINEERING
AND PLACING DRAWINGS FOR REINFORCED CONCRETE
STRUCTURES, ACI SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS AND THE PROVISIONS OF ACI
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
(ACI 318-APPLICABLE EDITION).
UNLESS NOTED OTHERWISE, LAP SPLICES OR EMBEDMENT
LENGTHS SHALL CONFORM TO ACI REQUIREMENTS FOR CLASS B
SPLICES. REFER TO REINFORCEMENT LAP LENGTH SCHEDULE.
UNLESS NOTED OTHERWISE, CONCRETE COVER OVER STEEL
REINFORCEMENT SHALL CONFORM TO MINIMUM REQUIRED BY
ACI 318-APPLICABLE EDITION.
AT INTERSECTING FOUNDATIONS AND WALLS EXTEND ALL
HORIZONTAL REINFORCING OF THE INTERSECTING MEMBER
BEYOND THE POINT OF INTERSECTION TO THE OPPOSITE FACE
AND BEND TO A STANDARD 90 DEGREE HOOK, OR PROVIDE
BENT DOWELS OF EQUAL SIZE AND SPACING AND LAP AS
REQUIRED BY NOTE 2 (BUT NOT LESS THAN 24") IN EACH
DIRECTION. REFER TO TYPICAL CONCRETE PLAN DETAIL.
PROVIDE CORNER BARS IN BOTH FACES OF ALL EXTERIOR
BEAMS AND WALLS. NUMBER, SIZE AND SPACING OF CORNER
BARS SHALL BE EQUAL TO NUMBER, SIZE AND SPACING OF
HORIZONTAL REINFORCING WITH WHICH THEY LAP AND SHALL
EXTEND 40 BAR DIAMETERS IN EACH DIRECTION. IF
REINFORCING MEETING AT THE CORNER IS OF DIFFERENT SIZE,
CORNER BAR SHALL MATCH THE LARGER OF THE BARS. BOTH
LEGS OF CORNER BARS SHALL BE EQUAL LENGTH. REFER TO
CONCRETE PLAN DETAIL.
ALL REINFORCING SHALL BE SUPPORTED FROM THE INTERIOR
OF THE CONCRETE ELEMENTS. PROVIDE ALL STANDS
REQUIRED TO ADEQUATELY HOLD REINFORCEMENT IN PLACE
DURING CONCRETE PLACEMENT.
PROVIDE SLEEVES IN BEAMS, SLABS AND WALLS FOR ALL
PENETRATIONS (DO NOT DRILL). LOCATIONS MUST BE
APPROVED BY ARCHITECT-ENGINEER. PIPE PENETRATIONS
THROUGH GRADE BEAMS SHALL NOT INTERRUPT THE
LONGITUDINAL REINFORCEMENT OF THE GRADE BEAMS. GRADE
BEAM PENETRATIONS NEAR PIER SUPPORTS ARE NOT
PERMITTED.
UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS,
PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES.
ALL CONCRETE SLAB ACCESSORIES (TRENCHES, GRATING,
EMBEDDED ITEMS, ETC.) SHALL BE DESIGNED FOR THE UNIFORM
AND CONCENTRATED LIVE LOADS ON THIS SHEET.
REFER TO THE PLUMBING SPECIFICATIONS FOR THE USE OF
SLEEVES AND SEALANTS AT PLUMBING PENETRATIONS
THROUGH THE SLAB ON GRADE.
PROVIDE BOLLARDS AS REQUIRED BY ARCHITECTURAL SHEETS.
STEEL CONSTRUCTION NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND
ERECTED IN ACCORDANCE WITH THE APPLICABLE EDITIONS OF
THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS
AND BRIDGES" AND THE AISC "SPECIFICATION FOR STRUCTURAL
STEEL BUILDINGS", AND AS SUPPLEMENTED BY THESE GENERAL
NOTES IN ADDITION TO THE PROJECT SPECIFICATIONS.
CONNECTIONS SHALL BE DESIGNED FOR THE FACTORED END
REACTIONS, AXIAL LOADS AND END MOMENTS SHOWN ON THE
DRAWINGS. WHERE END REACTIONS ARE NOT SHOWN,
CONNECTIONS SHALL BE DESIGNED TO SUPPORT MINIMUM 15
KIPS SHEAR (FACTORED).
ALL CONNECTION PLATES, STIFFENERS, AND BOLTS SHOWN ON
THE DRAWINGS ARE SCHEMATIC ONLY UNLESS ACTUAL SIZES
ARE SPECIFIED. CONTRACTOR SHALL DESIGN ALL
CONNECTIONS, SPLICES, PLATES, GUSSET PLATES, STIFFENERS,
BOLTS, AND WELDS FOR FORCES INDICATED ON DRAWINGS IN
ADDITION TO THE REQUIREMENTS OF THE AISC DESIGN
SPECIFICATION.
THE STEEL CONTRACTOR SHALL FURNISH ERECTION BOLTS AS
REQUIRED FOR FIELD CONNECTIONS.
ALL SHOP AND FIELD WELDS SHALL BE MADE IN ACCORDANCE
WITH THE ANSI/AWS "D1.1 STRUCTURAL WELDING CODE -
STEEL", APPLICABLE EDITION.
UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE ASTM A325-N
WITH SUITABLE WASHERS AND NUTS.
SUBSTITUTION OF EXPANSION ANCHORS FOR EMBEDDED
ANCHORS SHOWN ON THE DRAWING WILL NOT BE PERMITTED.
CUTS, HOLES, COPING, ETC. REQUIRED FOR WORK OF OTHER
TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS AND MADE
IN THE SHOP. CUTS OR BURNING OF HOLES IN STRUCTURAL
STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED.
ALL STRUCTURAL STEEL EMBEDDED IN CONCRETE, SHALL BE
HOT-DIPPED GALVANIZED, UNLESS NOTED OTHERWISE.
ALL ADDITIONAL FRAMING REQUIRED TO SUPPORT OR BRACE
MECHANICAL OR ELECTRICAL EQUIPMENT OR PIPING NOT
SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE SUPPLIED
BY THE MECHANICAL OR ELECTRICAL CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
FSB2020-332-06
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
JUNE 15, 2026
Autodesk D ocs://W isconsin AN G
- Alert Parking /03324_Stru_R vt25.rvt
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GENERAL NOTES
S-001
BJW
BNF
BNF
W
IS C O NS IN
P R
O F E S S I O N A L E N G
I N E
E R
GENE O.
BROWN
E-47748
A
2 2
B
B
SB501
C1
SB501
C3
SB501
C4
SB501
C3
'-4
4 7/8"
2" 7 5/8"
5" CONCRETE SLAB W/ #5
AT 16" O.C. EACH WAY
28'-4"
1'-2 1/2"
9 5/8" 4 7/8"
1'-10 3/4" 24'-6 1/2" 1'-10 3/4"
'-1
0" 3'
-4
'-2
1' -2
/2
6 7/8" 7 5/8"
7/
8"
6 7/8"
6 7/8"
7/
8"
1' -2
/2
8" TYP8" TYP
96'-0"
100'-8"
TOP OF CONT FOOTING
TOP OF CONC WALL
O F
SL
AB
7/
8" T
O E
D G
E
OF SLAB
2" TO EDGE
1 1/4"x1/8"
SAW JOINT
C
C
D
D
3 3
4 4
SB501
C1
SB501
C3
SB501
C4
SB501
C3
'-4
16'-4"
5" CONCRETE SLAB W/ #5
AT 16" O.C. EACH WAY
8" PARTIALLY GROUTED CMU WALL W/
VERTICAL REINFORCING (1) #5 AT 24" OC
CENTERED AND BOND BEAM REINF W/
(1) #5 CONT AT BOTTOM AND TOP OF WALL
GROUT CELLS WHERE REBAR OCCURS.
BEARING ELEVATION: 100'-8"
TOP ELEVATION: 104'-0"
1'-10 3/4" 12'-6 1/2" 1'-10 3/4"
2' -2
3'
-4
'-1
0"
1' -2
/2
6 7/8"
7/
8"
6 7/8"
7/
8"
4 7/8" 9 5/8"
8" TYP8" TYP
1 1/4"x1/8"
SAW JOINT
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
FSB2020-332-06
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
JUNE 15, 2026
Autodesk D ocs://W isconsin AN G
- Alert Parking /03324_Stru_R vt25.rvt
6/16/2026 9:52:44 AM
FOUNDATION PLAN
SB101
BJW
BNF
BNF
SCALE: 3/8" = 1'-0"
FOUNDATION AND SLAB PLAN LARGE SHELTERC1
2' 6'4'0
3/8" = 1'-0"
N
SCALE: 3/8" = 1'-0"
FOUNDATION AND SLAB PLAN SMALL SHELTERC4N
W
IS C O NS IN
P R
O F E S S I O N A L E N G
I N E
E R
GENE O.
BROWN
E-47748
TOP OF SLAB
100'-0"
B
5"
8" 4'
-0
1' -2
8" 8"
1'-3 5/8" 1'-2 7/8"
2'-6 1/2"
3/4" CHAMFER
EXTERIOR FINISHES,
REFER ARCH
1 1/4" "R" PANEL,
REFER ARCH
8" CMU WALL,
REFER PLAN
CONC SLAB,
REFER PLAN
POST-INSTALLED
#5 BAR AT 16" O.C.
EMBED 6" MIN
6" STUDS,
REFER ELEVATION
1 1/2" 16GA HAT CHANNEL,
REFER ELEVATION
CONC WALL W/ #5 BARS
AT 12" O.C. EACH FACE,
EACH WAY
(3) CONT #5 BARS
TOP AND BOT
BENT DOWELS TO MATCH
SIZE AND SPACING OF
CONC WALL REINF
#4 TIES AT 16" O.C.
TOP OF SLAB
100'-0"
B
2"
5" 7"
1'-3 5/8" 1'-2 7/8"
8" 8"
2'-6 1/2"
CONC STOOP,
REFER CIVIL
CONC SLAB,
REFER PLAN
BENT DOWEL TO
MATCH SIZE AND
SPACING OF SLAB
REINF 24"
24"
CONC WALL W/ #5 BARS
AT 12" O.C. EACH FACE,
EACH WAY
(3) CONT #5 BARS
TOP AND BOT
BENT DOWELS TO MATCH
SIZE AND SPACING OF
CONC WALL REINF
#4 TIES AT 16" O.C.
1' -0
3'
-0
1' -2
1/ 2"
TOP OF SLAB
100'-0"
5" 7"
PAVING,
REFER CIVIL
1'-3 5/8" 1'-2 7/8"
8" 8"
2'-6 1/2"
ROLL-UP DOOR,
REFER ARCH
1/ 2"
1"
CONC SLAB,
REFER PLAN
BENT DOWEL TO
MATCH SIZE AND
SPACING OF SLAB
REINF 24"
24"
CONC WALL W/ #5 BARS
AT 12" O.C. EACH FACE,
EACH WAY
(3) CONT #5 BARS
TOP AND BOT
BENT DOWELS TO MATCH
SIZE AND SPACING OF
CONC WALL REINF
#4 TIES AT 16" O.C.
6 7/8" 1'-0"
4' -0
1'
-2
TYPICAL TRACK W/ (1)
#10-16 SCREW PER
STUD FLANGE
ATTACH TRACK TO CONCRETE SLAB
W/ (2) 0.157" DIA. PAFs @ 8" O.C.
2 1/4"
2 1/4" MIN
EDGE OF SLAB
OR CMU
TOP VIEW
EDGE OF SLAB OR CMU
CAP OPENING SIDE OF
JAMB W/ TRACK ATTACHED
W/ (1) #10-16 SCREW @ 16"
O.C. IN EACH LEG
FULL HEIGHT JAMB STUDS
MEMBER SIZES AS REQ'D
PER SCHEDULE
OPENING
(1) #10-16 SCREW
@ EACH FLANGE
ATTACH TRACK END TO
SLAB W/ (4) 0.157" DIA PAFs
BOTTOM TRACK
STUD BEARING
SURFACE, SLAB
OR CMU
TOP VIEW
EDGE OF SLAB OR CMU
(2) JAMB ANCHORAGE TO STRUCTURE
W/ (4) FASTENERS
2 1/4"
2 1/4"
4 1/2"1"
MIN
SPACING
MIN FROM EDGE SCREW BOTH ENDS OF
TYPICAL TRACKS TO
SHORT SECTION OF STUD
W/ (2) #10-16 SCREWS PER
STUD FLANGE EACH SIDE
OF SPLICE
12" SECTION OF STUD SAME
GAUGE AND SIZE AS TRACK
TYPICAL TRACK
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
FSB2020-332-06
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
JUNE 15, 2026
Autodesk D ocs://W isconsin AN G
- Alert Parking /03324_Stru_R vt25.rvt
6/16/2026 9:52:44 AM
FOUNDATION DETAILS
SB501
BJW
BNF
BNF
SCALE: 3/4" = 1'-0"
SECTIONC1 SCALE: 3/4" = 1'-0"
SECTION AT MAN DOORC3 SCALE: 3/4" = 1'-0"
SECTION AT ROLL-UP DOORC4
SCALE: NTS
BASE CONNECTIONA1
SCALE: NTS
DOOR JAMB ANCHORAGEA3
SCALE: NTS
BOTTOM TRACK SPLICEA5
1' 3'2'0
3/4" = 1'-0"
W
IS C O NS IN
P R
O F E S S I O N A L E N G
I N E
E R
GENE O.
BROWN
E-47748
A
2 2
B
B
27'-8"
'-4
SF501
D1
111'-3 7/8"
114'-0 1/2" 1 1/2"
1/
2"
1/
2"
1 1/2"
SF501
D4
SF501
D5
ROOF PURLINS:
1200S250-97 AT 16" O.C. MAX
EAVE STRUT TO MATCH
DEPTH AND GAUGE OF ROOF
PURLINS, TYP NORTH AND
SOUTH
RIM JOIST TO MATCH DEPTH
AND GAUGE OF ROOF
PURLINS, TYP EAST AND
WEST
TOP AND BOTTOM TRACK
TO MATCH DEPTH AND
GAUGE OF STUDS, TYP ALL
SIDES
600S162-43 AT 16" O.C.
WALL STUDS
MAN DOOR JAMBS,
REFER ELEVATION
ROLL-UP DOOR JAMBS,
REFER ELEVATION
1.5B 20GA GALV ROOF DECK
ATTACHED WITH 36/7
PATTERN OF #10 TEK
SCREWS AT ALL SUPPORTS
AND AT PERIMETER.
PROVIDE #10 TEK LAP
FASTENERS 16" O.C.
1 1/2" 16 GA HORIZONTAL
HAT CHANNEL,
REFER ELEVATION
LAP WEBS OF TOP WALL TRACK
AT CORNERS W/ (5) #10 SCREWS
(TYPICAL ALL 4 CORNERS EACH
SHELTER)
1"
1' -0
CONT BENT PLATE AT
ALL DECK EDGES,
6" HORIZ LEG AND 4 1/2"
VERT LEG
NOTE: PROVIDE SOLID BLOCKING BETWEEN
ROOF PURLINS AT 5'-4" AND CONTINOUS
STRAP BRIDGING TOP AND BOTTOM
DECK BEARING
ELEVATION
DECK BEARING
ELEVATION
C
C
D
D
3 3
4 4
SF501
D3
16'-4"
'-4
110'-6"
112'-6 1/2"1 1/2"
1/
2"
1/
2"
1 1/2"
ROOF PURLINS:
800S250-54 AT 16" O.C. MAX
EAVE STRUT TO MATCH
DEPTH AND GAUGE OF ROOF
PURLINS, TYP NORTH AND
SOUTH
RIM JOIST TO MATCH DEPTH
AND GAUGE OF ROOF
PURLINS, TYP EAST AND
WEST
TOP AND BOTTOM TRACK
TO MATCH DEPTH AND
GAUGE OF STUDS, TYP ALL
SIDES
600S162-43 AT 16" O.C.
WALL STUDS
MAN DOOR JAMBS,
REFER ELEVATION
ROLL-UP DOOR JAMBS,
REFER ELEVATION
1.5B 20GA GALV ROOF DECK
ATTACHED WITH 36/7
PATTERN OF #10 TEK
SCREWS AT ALL SUPPORTS
AND AT PERIMETER.
PROVIDE #10 TEK LAP
FASTENERS 16" O.C.
SF501
D5
SF501
D4
1"
1' -0
CONT BENT PLATE AT
ALL DECK EDGES,
6" HORIZ LEG AND 4 1/2"
VERT LEG
DECK BEARING
ELEVATION
DECK BEARING
ELEVATION
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
FSB2020-332-06
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
JUNE 15, 2026
Autodesk D ocs://W isconsin AN G
- Alert Parking /03324_Stru_R vt25.rvt
6/16/2026 9:52:45 AM
FRAMING PLAN
SF101
BJW
BNF
BNF
SCALE: 3/8" = 1'-0"
ROOF FRAMING PLAN LARGE SHELTERC2
2' 6'4'0
3/8" = 1'-0"
N
SCALE: 3/8" = 1'-0"
ROOF FRAMING PLAN SMALL SHELTERC4N
W
IS C O NS IN
P R
O F E S S I O N A L E N G
I N E
E R
GENE O.
BROWN
E-47748
1 2
SB501
C1
SB501
C3
32'-4"
SF501
D4
2.0" X 0.0566" STRAP
"X" BRACING, ONE
SIDE OF STUDS, TYP
H1
J1
NOTE: CANOPY SUPPORTS TO BE ATTACHED AT DOOR JAMBS
1 1/2" 16 GA HAT
CHANNEL AT TOP OF
CMU, ABOVE DOORS
AND AT TOP OF WALL
METAL DECK,
REFER PLANROOF PURLINS,
REFER PLAN
16 GA GUSSET PLATE W/ (5) #10 VERTICAL SCREWS INTO STUD
AND (12) #10 HORIZONTAL SCREWS IN BOTTOM TRACK, TYPICAL
AT ALL STRAP CONNECTIONS TOP AND BOTTOM
HOLD DOWN BRACKET W/ (1) 1/2" DIA POST-INSTALLED ANCHOR
ROD IN HORIZONTAL LEG OF L-CLIP AND (5) #10 SCREWS
VERTICAL, TYPICAL AT ALL BASE STRAP CONNECTIONS
CUT AND STEP HAT
CHANNEL ABOVE DOOR AS
NEEDED FOR CANOPY
L4X3X3/8 X 2'-0" CENTER ON
CANOPY SUPPORT OR ALIGN
BASE WITH TOP OF HEADER
WHERE CENTERING IS NOT
POSSIBLE, TYPICAL ALL MAN
DOORS, BOTH SHELTERS
DECK
BEARING
ELEVATION
111'-3 1/4"
113'-10 7/8"
DECK BEARING
ELEVATION
AB
SB501
C4
SF501
D1
28'-4"
J2
H2
J2
RIM JOIST RIM JOIST
110'-0"
TOP OF SLAB
100'-0"
32'-4"
H1
J1
2.0" X 0.0566" STRAP
"X" BRACING, ONE
SIDE OF STUDS, TYP
100'-8"
104'-0"
107'-10"
A B
SF501
D5
28'-4"
1 1/2" 16 GA HAT
CHANNEL AT TOP OF
CMU, ABOVE DOORS
AND AT TOP OF WALL
HEADER MARK STUD WALL
DEPTH
MAX OPENING
WIDTH
MAX WALL
HEIGHT
HEADER/LINTEL
TYPE
HEADER/LINTEL
MEMBERS (NOTE 1) JAMB TYPE JAMB MARK JAMB TYPE JAMB MEMBERS
NOTES: 1. ALL HEADER/LINTEL STUDS SHALL BE UNPUNCHED
MAN DOOR
HEADER
ROLL-UP DOOR
HEADER
6"
6"
4'-0"
24'-0"
15'-0"
15'-0"
VERT: (2) 600S162-54
HORIZ: (2) 600T125-54
VERT: (3) 1200S162-68
HORIZ: (3) 600T250-97
(1) 600S162-54
(2) 600S162-68
(1) 600T125-68
(4) 600S162-68
(3) 600T125-68
H1
H2
J1
ROLL-UP
DOOR
CFS HEADER AND JAMB SCHEDULE FOR LARGE SHELTER
J2
MAN DOOR
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
FSB2020-332-06
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
JUNE 15, 2026
Autodesk D ocs://W isconsin AN G
- Alert Parking /03324_Stru_R vt25.rvt
6/16/2026 9:52:45 AM
FRAMING ELEVATIONS
SF201
BJW
BNF
BNF
SCALE: 1/2" = 1'-0"
EAST ELEVATION - LARGE SHELTERD2
SCALE: 1/2" = 1'-0"
NORTH ELEVATION - LARGE SHELTERD4
SCALE: 1/2" = 1'-0"
WEST ELEVATION - LARGE SHELTERB2 SCALE: 1/2" = 1'-0"
SOUTH ELEVATION - LARGE SHELTERB4
0 1' 2' 4'
1/2" = 1'-0"
W
IS C O NS IN
P R
O F E S S I O N A L E N G
I N E
E R
GENE O.
BROWN
E-47748
3 4
24'-4"
2.0" X 0.0566" STRAP
"X" BRACING, ONE
SIDE OF STUDS, TYP
H3
J3
NOTE: CANOPY SUPPORTS TO BE ATTACHED AT DOOR JAMBS
1 1/2" 16 GA HAT
CHANNEL AT TOP OF
CMU, ABOVE DOORS
AND AT TOP OF WALL
METAL DECK,
REFER PLAN
ROOF PURLINS,
REFER PLAN
104'-0"
100'-8"
107'-10"
110'-6"
112'-6 1/2"
TYP
1'-4"
CUT AND STEP HAT
CHANNEL ABOVE DOOR AS
NEEDED FOR CANOPY
L4X3X3/8 X 2'-0" CENTER ON
CANOPY SUPPORT OR ALIGN
BASE WITH TOP OF HEADER
WHERE CENTERING IS NOT
POSSIBLE, TYPICAL ALL MAN
DOORS, BOTH SHELTERS
CD
SF501
D3
16'-4"
'-5
H4
J4 J4
RIM JOIST RIM JOIST
110'-2"
TOP OF SLAB
100'-0"
H3
J3
2.0" X 0.0566" STRAP
"X" BRACING, ONE
SIDE OF STUDS, TYP
EAVE STRUT
C D
16'-4"
1 1/2" 16 GA HAT
CHANNEL AT TOP OF
CMU, ABOVE DOORS
AND AT TOP OF WALL
HEADER MARK STUD WALL
DEPTH
MAX OPENING
WIDTH
MAX WALL
HEIGHT
HEADER/LINTEL
TYPE
HEADER/LINTEL
MEMBERS (NOTE 1) JAMB TYPE JAMB MARK JAMB TYPE JAMB MEMBERS
NOTES: 1. ALL HEADER/LINTEL STUDS SHALL BE UNPUNCHED
MAN DOOR
HEADER
ROLL-UP DOOR
HEADER
6"
6"
4'-0"
14'-0"
15'-0"
15'-0"
VERT: (2) 600S162-54
HORIZ: (2) 600T125-54
VERT: (2) 800S162-68
HORIZ: (2) 600T250-68
(2) 600S162-68
(1) 600T125-68
(3) 600S162-68
(2) 600T125-68
H3
H4
J3
ROLL-UP
DOOR
CFS HEADER AND JAMB SCHEDULE FOR SMALL SHELTER
J4
MAN DOOR
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
FSB2020-332-06
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
JUNE 15, 2026
Autodesk D ocs://W isconsin AN G
- Alert Parking /03324_Stru_R vt25.rvt
6/16/2026 9:52:46 AM
FRAMING ELEVATIONS
SF202
BJW
BNF
BNF
SCALE: 1/2" = 1'-0"
EAST ELEVATION - SMALL SHELTERD2 SCALE: 1/2" = 1'-0"
NORTH ELEVATION - SMALL SHELTERD4
SCALE: 1/2" = 1'-0"
WEST ELEVATION - SMALL SHELTERB2 SCALE: 1/2" = 1'-0"
SOUTH ELEVATION - SMALL SHELTERB4
0 1' 2' 4'
1/2" = 1'-0"
W
IS C O NS IN
P R
O F E S S I O N A L E N G
I N E
E R
GENE O.
BROWN
E-47748
110'-0 1/8"
114'-0 1/2"
HEADER,
REFER ELEV
HAT CHANNEL
EAVE STRUT
ROOF PURLINSMETAL DECK
ROLL-UP DOOR,
REFER ARCH FOR SIZE
LIMITATIONS/ CLEARANCES
TOP TRACK
112'-6 1/2"
110'-0"
HEADER,
REFER ELEV
HAT CHANNEL
EAVE STRUT
ROOF PURLINS
METAL DECK
ROLL-UP DOOR,
REFER ARCH FOR SIZE
LIMITATIONS/ CLEARANCES
TOP TRACK
FOR SOLID BLOCKING:
NOTCH AND BEND UP TRACK
FLANGES 90° OR ANCHOR
BLOCKING TO VERTICALS W/
CLIP L's
STEEL STUDS
SOLID BLOCKING
@ 10'-0" O.C. AND
AT WALL
OPENINGS OR
CORNERS
ATTACH STRAPPING TO
BLOCKING W/ (4) #10-16
EACH FACE
CONTINUOUS 1 1/2"X18 GAUGE
FLAT STRAPPING ATTACHED TO
BOTH FLANGES
(1) #10-16 SCREW
@ EACH STUD
STRAP AND BLOCK BRIDGING
MAY BE USED WITH ALL STUD
DEPTHS, CURVED, OR
STRAIGHT WALLS
AT LEAST 10 SCREWS
REQUIRED BY DESIGN,
EACH SIDE OF SPLICE
(TYPICAL)
TOP TRACK
TOP TRACK
INSERT SAME
SIZE AS STUDS
TO MATCH TRACK
GAUGE
PLAN
SECTION
CONT BENT PLATE 6"
HORIZ LEG AND 4 1/2"
VERT LEG
RIM JOIST TO MATCH
SIZE AND GAUGE OF
ROOF PURLINS
REFER ARCH
HAT CHANNELS
METAL DECK,
REFER PLAN
6" STUDS,
REFER PLAN
ROOF PURLINS,
REFER PLAN
GRID
CONT BENT PLATE 6"
HORIZ LEG AND 4 1/2"
VERT LEG
EAVE STRUT TO
MATCH DEPTH AND
GAUGE OF ROOF
PURLINS
REFER ARCH
HAT CHANNELS
METAL DECK,
REFER PLAN
6" STUDS,
REFER PLAN
ROOF PURLINS,
REFER PLAN
GRID
JAMB, REFER TO SCHEDULE FRAMING CLIP
CRIPPLE STUDS
(1) #10-16 SCREW
TYPICAL, EACH
FLANGE
(2) #10-16 SCREWS
@ 16" O.C.
#10-16 SCREWS @
16" O.C. EACH LEG
BOX HEADER, REFER TO
SCHEDULE
CAP OPENING SIDE OF
JAMB W/ TRACK ATTACHED
W/ (1) #10-16 SCREW @ 16"
O.C. IN EACH LEG, EXTEND
TRACK 12" PAST TOP OF
OPENING
6"X16 GAUGE TRACK
PIECE SCREW TO JAMB W/
(6) #10-16 SCREWS
ATTACH WEB OF TRACK
TO JAMB STUD 'A' W/ (2)
ROWS #10-16 SCREWS
@ 16" O.C.
JAMB STUD 'A'
ATTACH FLANGES OF TRACK
TO JAMB STUD 'B' W/ (2) ROWS
#10-16 SCREWS @ 16" O.C.
JAMB STUD 'B'
3/16 2 - 12
CANOPY AND ATTACHMENT
BY OTHERS
WALL,
REFER ARCH
CUT AND STEP HAT
CHANNEL ABOVE DOOR AS
NEEDED FOR CANOPY
L4X3X3/8 X 2'-0" CENTER ON
CANOPY SUPPORT OR ALIGN
BASE WITH TOP OF HEADER
WHERE CENTERING IS NOT
POSSIBLE, TYPICAL ALL MAN
DOORS, BOTH SHELTERS
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
FSB2020-332-06
NWC
Pa rk in g
Sh el te rs
Tr ua x Fi el d, M ad is on
, W is co ns in
Co ns tru ct
A le rt G
O V
JUNE 15, 2026
Autodesk D ocs://W isconsin AN G
- Alert Parking /03324_Stru_R vt25.rvt
6/16/2026 9:52:46 AM
FRAMING DETAILS
SF501
BJW
BNF
BNF
SCALE: 1" = 1'-0"
SECTIOND1 SCALE: 1" = 1'-0"
SECTIOND3
SCALE: NTS
STRAP AND BLOCK - LOAD BEARING WALL BRIDGINGC3
SCALE: NTS
TOP TRACK SPLICEA3 0 6" 1' 2'
1" = 1'-0"
SCALE: 1" = 1'-0"
SECTIOND4 SCALE: 1" = 1'-0"
SECTIOND5
SCALE: NTS
BOXED HEADER CONNECTIONC1
SCALE: NTS
TIED JAMB STUDSA1 SCALE: 1 1/2" = 1'-0"
REINFORCED JAMB AT CANOPIESA4
6" 1'-6"1'0
1 1/2" = 1'-0"
W
IS C O NS IN
P R
O F E S S I O N A L E N G
I N E
E R
GENE O.
BROWN
E-47748
ACT ACOUSTICAL CEILING TILE
ADA AMERICANS WITH DISABILITIES ACT
ADAAG ADA ACCESSIBILITY GUIDELINES
ADJ ADJACENT
AFF ABOVE FINISH FLOOR
AHU AIR HANDLING UNIT
AJ AESTHETIC JOINT
ALT ALTERNATE
ALUM ALUMINUM
ANSI AMERICAN NATIONAL STANDARDS
INSTITUTE
APC ACOUSTICAL PANEL CEILING
ASI ARCHITECT'S SUPPLEMENTAL
INFORMATION
AV AUDIO VISUAL
BLDG BUILDING
BO BOTTOM OF
BOT BOTTOM
BRG BEARING
BS BOTH SIDES
BTWN BETWEEN
CAB CABINET
CFMF COLD-FORMED METAL FRAMING
CG CORNER GUARD
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONF…
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