ATTACHMENT 2 - WI-ANG - F-35 B420 CD Drawings Type B-3.pdf
PDF 25 MB Posted
- Solicitation number
- W50S9F-23-B-0001
- Issued by
-
Department of the Army National Guard
About this file
This solicitation is an invitation for bid to construct project XGFG182019 F-35 Repair Building 420 at Dane County Regional Airport - Truax Field in Madison, Wisconsin for the 115th Fighter Wing. The project scope includes repairing and upgrading the existing Building 420 systems and spaces to provide adequate maintenance areas for the F-35 Unit Conversion. Work will modify and right-size the aircraft organization shop maintenance and weapons system management flight spaces. Building 420 will also provide warm storage for aircraft maintenance equipment. The project is registered with the USGBC and all work must follow provided design documents. The base award includes the building construction, and there is one option for ISP communication equipment and cabling. The bid opening will be conducted according to FAR Subpart 14.4 and DFARS Subpart 214.4. Interested contractors must register in SAM and check it regularly for solicitation documents and any amendments. The estimated value is between $1-5 million.
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AREA OF
WORK
TRUAX FIELD
MAIN GATE ENTRY
Air National Guard F-35: Gun Shop - Repair B420
Truax Field, Madison, Wisconsin
Type B-3 Submission October 14, 2022
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
N
G
BJ
V/ W
I- F-
SCALE: NTS
VICINTY MAPA1
N N
TRUE
NORTH
PLAN
NORTH
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
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C
B
A
54321
2021-613-00
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SHEET INDEX
G-002
GAZ
TLW
TLW
SHEET INDEX
NUMBER TITLE
GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
G-101 LIFE SAFETY PLAN - GROUND FLOOR
G-102 CODE COMPLIANCE PLAN - GROUND FLOOR
CIVIL
C-100 EXISTING TOPOGRAPHIC SURVEY
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 AND TYPICAL SECTIONS
C-501 UTILITY PLAN AND SCHEDULE
C-502 SANITARY DETAILS
C-503 SANITARY DETAILS
STRUCTURAL
S-001 GENERAL NOTES
S-002 SPECIAL INSPECTIONS
SB101 FOUNDATION PLAN AND DETAILS
SF101 ROOF FRAMING PLAN AND DETAILS
ARCHITECTURAL
A-001 ABBREVIATIONS AND SYMBOLS
A-002 PARTITION TYPES
AD100 COMPOSITE DEMOLITION FLOOR PLAN
AD150 DEMOLITION REFLECTED CEILING PLAN
AE100 COMPOSITE GROUND FLOOR PLAN
AE150 GROUND FLOOR REFLECTED CEILING PLAN
AE201 BUILDING ELEVATIONS
AE401 ENLARGED PLANS
AE402 INTERIOR ELEVATIONS
AE403 INTERIOR ELEVATIONS
AE404 CASEWORK DETAILS
AE405 CASEWORK DETAILS
AE600 DOOR SCHEDULE
AE601 WINDOW ELEVATIONS
AE602 ROOM FINISH SCHEDULE, INTERIOR FINISH MATERIALS LEGEND, AND
DETAILS
INTERIORS
IN101 GROUND FLOOR FINISH PLAN
IF101 GROUND FLOOR FURNITURE PLAN
IG101 GROUND FLOOR SIGNAGE PLAN
IG500 SIGNAGE DETAILS
IG501 SIGNAGE MOUNTING HEIGHTS
FIRE PROTECTION
F-001 FIRE PROTECTION LEGEND & ABBREVIATIONS
FD101 FIRE PROTECTION DEMOLITION
FP101 FIRE PROTECTION PLAN
FA101 FIRE ALARM & MASS NOTIFICATION PLAN
FA602 FIRE ALARM & MASS NOTIFICATION SYSTEM RISER DIAGRAM AND
INPUT/OUTPUT MATRIX
PLUMBING
P-001 LEGEND & ABBREVIATIONS
PD101 PLUMBING DEMOLITION
P-101 UNDERFLOOR PLAN
P-102 GROUND FLOOR PLAN
P-401 ENLARGED PLANS
P-501 DETAILS
P-701 PLUMBING SCHEDULES
MECHANICAL
M-001 LEGEND & ABBREVIATIONS
MD101 MECHANICAL DEMOLITION FIRST FLOOR PLAN
MD102 MECHANICAL DEMOLITION ROOF PLAN
MH101 MECHANICAL HVAC FIRST FLOOR PLAN
MH102 MECHANICAL HVAC ROOF PLAN
MP101 MECHANICAL PIPING
M-401 ENLARGED PLANS
M-501 DETAILS
M-502 DETAILS
M-601 FLOW DIAGRAMS
M-602 FLOW DIAGRAMS
M-701 SCHEDULES
M-702 SCHEDULES
M-801 CONTROLS
M-802 CONTROLS
M-803 CONTROLS
ELECTRICAL
E-001 LEGEND, ABBREVIATIONS, & MOUNTING HEIGHT DETAIL
ED101 ELECTRICAL DEMOLITION PLAN - POWER
ED201 ELECTRICAL DEMOLITION PLAN - LIGHTING
EG101 ELECTRICAL GROUNDING PLAN AND SYSTEM DIAGRAM
EG102 LIGHTNING PROTECTION SYSTEM ROOF PLAN
EG500 LIGHTNING PROTECTION DETAILS
EG501 LIGHTNING PROTECTION & GROUNDING DETAILS
EP101 ELECTRICAL POWER PLANS
EP401 ELECTRICAL ENLARGED PLANS
EP601 ONE-LINE DIAGRAM
EP700 ELECTRICAL POWER SCHEDULES I
EP701 ELECTRICAL POWER SCHEDULES II
EL101 ELECTRICAL INTERIOR LIGHTING PLAN
EL501 LIGHTING CONTROL DETAILS
EL601 LIGHT FIXTURE DETAILS
EL700 LIGHTING FIXTURE SCHEDULE
TELECOMMUNICATIONS
ET101 ELECTRICAL INTERIOR TELECOMMUNICATIONS PLAN AND ENLARGED
PLANS
ET501 TELECOMMUNICATIONS DETAILS AND RISER DIAGRAM
EY101 ELECTRICAL INTERIOR SPECIAL SYSTEMS PLAN
EY601 TELECOMMUNICATIONS SPECIAL SYSTEMS RISER DIAGRAMS
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
OKLAHOMA CITY
OK
IBC ACCESSORY STORAGE AREAS, MECHANICAL
EQUIPMENT ROOM
IBC ASSEMBLY - WITHOUT FIXED SEATS - TABLES
& CHAIRS
IBC BUSINESS AREAS
OCCUPANCY LEGEND
9 OCC
AME STORAGE
4 OCC
TOOL ROOM
3 OCC
BREAK
2 OCC
FSE FSR
1192 OCC
STORAGE
1 OCC
CORR
1201 OCC
COMM
1 OCC
CORR
25 OCC
QA TRAINING
1 OCC
QA FLIGHT
GEAR
LOCKERS
2 OCC
CORR
1 OCC
VEST.
1 OCC
PRINT / BREAK
8 OCC
QA OPEN
OFFICE
132 1 OCC
CHIEF
INSPECTOR
1 OCC
QA CHIEF
30 OCC
MXG
CONFERENCE
2 OCC
STORAGE
2 OCC
VEST.
100 6 OCC
CORR
2 OCC
GROUP
COMMANDER
2 OCC
GROUP CHIEF
3 OCC
MXG ADMIN
103 1 OCC
GENERAL
STORAGE
2 OCC
MEN
1 OCC
VEST.
1 OCC
MOTHER'S
ROOM
1 OCC
GENERAL
STORAGE
1 OCC
VEST.
1 OCC
JAN
1 OCC
VEST.
2 OCC
MECH.
1 OCC
ELEC
2 OCC
MEN'S LOCKER
1112 OCC
WOMEN'S
LOCKER
2 OCC
WOMEN
1 OCC
P&W
1 OCC
SITE LEAD
TRAVEL DISTANCE = 61'
TR
AV
EL
D
IS
TA
N C
E
TRAVEL DISTANCE = 60'
TRAVEL DISTANCE = 144'TRAVEL DISTANCE = 130'
TRAVEL DISTANCE = 83'
TR
AV
EL
D
IS
TA
N C
E
TR
AV
EL
D
IS
TA
N C
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3'
EGRESS - COMMON PATH
LIFE SAFETY LEGEND
STANDARD PARTITION
EGRESS - EXIT ACCESS
OCCUPANT LOAD IN ROOM
OCCUPANT LOAD ALONG EGRESS PATH
EXIT COMPONENT LOAD00
000 EXIT COMPONENT CAPACITY
MULTI-PURPOSE TYPE 4A:60B:C FIRE
EXTINGUISHER - WALL BRACKET
MOUNTED AT 48" AFF
MULTI-PURPOSE TYPE 4A:60B:C FIRE
EXTINGUISHER - SEMI-RECESSED
CABINET MOUNTED AT 48" AFF
1-HOUR FIRE RATING
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
2021-613-00
NWC
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S ho p
- R ep air
B
M ad iso n, W isc on sin
Ai r N at io na l G ua rd
OCTOBER 14, 2022
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LIFE SAFETY PLAN - GROUND
FLOOR
G-101
GAZ
BKG
TLW
OCCUPANT LOAD
AREA
LOAD
FACTOR
OCCUPANCY
CLASSIFICATION
OCCUPANT
LOAD
821 SF @ 1:15 NSF B BUSINESS 55
6,664 SF @ 1:150 GSF B BUSINESS 58
205 SF @ 1:300 GSF B BUSINESS 1
4,115 SF @ 1:300 GSF S-2 STORAGE 16
11,805 SF 130
OCCUPANCY AREA SCHEDULE
ROOM
AREA
OCCUPANT
LOAD FACTOR
OCCUPANT
LOAD REMARKSNUMBER NAME
S-2 STORAGE
134 MECH. 514 SF 1:300 2
135 ELEC 171 SF 1:300 1
136 AME STORAGE 2,493 SF 1:300 9
137 TOOL ROOM 937 SF 1:300 4
S-2 STORAGE: 4 4,115 SF 16
TOTAL: 38 11,805 SF 130
OCCUPANCY AREA SCHEDULE
ROOM
AREA
OCCUPANT
LOAD FACTOR
OCCUPANT
LOAD REMARKSNUMBER NAME
B BUSINESS
100 VEST. 189 SF 1:150 2
101 GROUP COMMANDER 180 SF 1:150 2
102 GROUP CHIEF 183 SF 1:150 2
103 MXG ADMIN 446 SF 1:150 3
104 CORR 869 SF 1:150 6
105 GENERAL STORAGE 205 SF 1:300 1
106 WOMEN'S LOCKER 211 SF 1:150 2
107 WOMEN 173 SF 1:150 2
108 VEST. 43 SF 1:150 1
109 JAN 28 SF 1:150 1
110 MEN 224 SF 1:150 2
111 MEN'S LOCKER 286 SF 1:150 2
112 VEST. 38 SF 1:150 1
113 BREAK 366 SF 1:150 3
114 VEST. 78 SF 1:150 1
115 GENERAL STORAGE 30 SF 1:150 1
116 MOTHER'S ROOM 129 SF 1:150 1
117 P&W 128 SF 1:150 1
118 SITE LEAD 129 SF 1:150 1
119 FSE FSR 262 SF 1:150 2
120 CORR 81 SF 1:150 1
121 STORAGE 236 SF 1:150 2
122 COMM 143 SF 1:150 1
123 CORR 140 SF 1:150 1
124 STORAGE 200 SF 1:150 2
125 MXG CONFERENCE 450 SF 1:15 30
126 VEST. 49 SF 1:150 1
127 CORR 237 SF 1:150 2
128 QA FLIGHT GEAR
LOCKERS
109 SF 1:150 1
129 QA TRAINING 371 SF 1:15 25
130 CHIEF INSPECTOR 128 SF 1:150 1
131 QA CHIEF 127 SF 1:150 1
132 QA OPEN OFFICE 1,114 SF 1:150 8
133 PRINT / BREAK 110 SF 1:150 1
B BUSINESS: 34 7,690 SF 114
SCALE: 1/8" = 1'-0"
LIFE SAFETY PLAN - GROUND FLOORA1
EGRESS PATHS
PATH LABEL PATH TYPE LENGTH
1-CP COMMON PATH 47'-1"
1A-EA EXIT ACCESS 82'-6"
1B-EA EXIT ACCESS 102'-7"
2-CP COMMON PATH 59'-11"
2A-EA EXIT ACCESS 129'-8"
2B-EA EXIT ACCESS 134'-4"
3-CP COMMON PATH 61'-3"
3A-EA EXIT ACCESS 92'-1"
3B-EA EXIT ACCESS 143'-11"
0 4' 8' 16'
1/8" = 1'-0"
N N
TRUE
NORTH
PLAN
NORTH
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
MEANS OF EGRESS REQUIREMENTS - 2018 NFPA 101 (U.N.O.)
OCCUPANT LOAD
FACTOR
BUSINESS USE
GENERAL PURPOSE
INDUSTRIAL USE
STORAGE/ MECHANICAL
USE
150 GROSS
(TABLE 7.3.1.2)
100 GROSS
(TABLE 7.3.1.2)
500 GROSS
(TABLE 7.3.1.2)
COMMON PATH
OF TRAVEL
100' (38.2.5.3.1)
100' (40.2.5)
100' (42.2.5)
MAXIMUM TRAVEL
DISTANCE TO EXITS
300' (38.2.6.3)
250'
(TABLE 40.2.6.1)
400'
(TABLE 42.2.6)
MINIMUM EXIT ACCESS
CORRIDOR WIDTH
44" (38.2.3.2)
36" (7.3.4.1)
36" (7.3.4.1)
50' (38.2.5.2.1)
50'
(TABLE 40.2.5.1)
100'
(TABLE 42.2.5)
MAXIMUM DEAD END
CORRIDOR LENGTH
MINIMUM NUMBER
OF EXITS
PER OCCUPANT
LOAD
(40.2.4.1.1)
CODE SUMMARY
OCCUPANCIES (IBC 2018)
ITEM 2018 IBC REQUIREMENT (U.N.O.)
GENERAL
BUSINESS, GROUP B (304.1) - OFFICE AREAS, ACCESSORY AREAS,
BREAK, CONFERENCE, TRAINING
STORAGE, GROUP S-1 (311.2) - AME STORAGE, TOOL ROOM
OCCUPANCIES (NFPA 101, 2018) BUSINESS (6.1.11) - OFFICE AREAS
CONSTRUCTION TYPE TYPE II-B (IBC, TABLE 601)
ALLOWABLE HEIGHT/STORIES 75 FEET (IBC, TABLE 504.3) 4 STORIES (IBC, TABLE 504.4)
ALLOWABLE AREA 69,000 SQUARE FEET (IBC 506.2)
ADAAG FULLY COMPLIANT
FIRE PROTECTION SYSTEMS
ADMINISTRATION AND SHOPS WET PIPE SPRINKLER SYSTEM (UFC 3-600-01 FIRE PROTECTION)
FIRE RESISTANCE REQUIREMENTS
BOILER ROOMS, FURNACE
ROOMS, AND GENERAL
STORAGE ROOMS OVER 100 SF
1 HOUR OR AUTOMATIC FIRE EXTINGUISHING SYSTEM
(TABLE 509)
NON-LOADBEARING EXTERIOR
WALLS
0 HOUR (TABLE 602)
FLOOR CONSTRUCTION 0 HOUR (TABLE 601)
ROOF CONSTRUCTION 0 HOUR (TABLE 601)
FIRE SEPARATION REQUIREMENTS
BUILDING DATA
BUILDING AREA
GROUND FLOOR
BUSINESS 7,690 SQUARE FEET
BUILDING CODES AND STANDARDS
INTERNATIONAL MECHANICAL CODE 2018
INTERNATIONAL BUILDING CODE 2018
NATIONAL ELECTRICAL CODE 2020
NFPA 101 LIFE SAFETY CODE 2018
MINIMUM EGRESS WIDTH 0.2" PER OCCUPANT (NFPA 101, TABLE 7.3.3.1)
BETWEEN ALL OTHER
OCCUPANCIES
NOT REQUIRED - MIXED USE NONSEPARATED PER 508.3.2
TOTAL (GROSS SQUARE FEET) 9,507 SQUARE FEET
NFPA 409, STANDARD FOR AIRCRAFT HANGARS 2016
NATIONAL FIRE CODES (NFPA) LATEST EDITIONS
ICC/ANSI A117.1 2003
UNIFORM FEDERAL ACCESSIBILITY STANDARD (UFAS)
UFC 3-600-01, FIRE PROT. ENGINEERING FOR FACILITIES
UFC 1-200-01, GENERAL BUILDING REQUIREMENTS
UFC 4-010-01, MINIMUM ANTI-TERRORISM STANDARDS
ADDITIONAL UNIFIED FACILITY CRITERIA
ACCESSIBILITY FOR FIREFIGHTING
ALL WEATHER ACCESS MUST BE PAVED TO WITHIN 10M
(33 FT) FROM THE BUILDING (UFC 4-211-01, 3-3.1.11)
FIRE DEPARTMENT ACCESS ROADS
MUST COMPLY WITH NFPA 1 (18.2.3.5.1) ACCESS
ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF
NOT LESS THAN 20 FT.
PORTABLE FIRE EXTINGUISHERS - 2018 NFPA 10 (U.N.O.)
EXTINGUISHER SELECTION
MAX TRAVEL DISTANCE
CLASSIFICATION OF
HAZARD
ORDINARY (MODERATE) 5.4.1.2 -
STORAGE, SUPPORT SHOP
4A:60B:C
B: 50 FEET (TABLE 6.3.1.1)
LIGHT (LOW) 5.4.1.1
OFFICE AREAS
4A:60B:C
B: 50 FEET (TABLE 6.3.1.1)
FIRE PROTECTION ROOM 1 HOUR (UFC 4-211-01, 3-6.7)
INTERNATIONAL PLUMBING CODE 2018
UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION
SYSTEMS
PER OCCUPANT
LOAD
PLUMBING MATRIX - TABLE 2902.1
WATER CLOSETS/URINALS
(MALE)
B
WATER CLOSETS (FEMALE)
LAVATORIES (MALE)
LAVATORIES (FEMALE)
2.14
2.14
1.43
1.43
S
.08
.08
.08
.08
2.22
2.22
1.51
1.51
REQUIRED PROVIDED
TOTAL PLUMBING FIXTURES
SERVICE SINKS
DRINKING FOUNTAINS
1 1 1 1
0.57 0.1 0.4 2
WATER CLOSETS (UNISEX)
LAVATORIES (UNISEX)
STORAGE 4,115 SQUARE FEET
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
2021-613-00
NWC
F-
: G un
S ho p
- R ep air
B
M ad iso n, W isc on sin
Ai r N at io na l G ua rd
OCTOBER 14, 2022
C :\U sers\gaz\D o cum ents\M y R evit\161300_Arch_ G ZalabakZ5W
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CODE COMPLIANCE PLAN -
GROUND FLOOR
G-102
GAZ
PDC
PDC
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
EXISTIN
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SA
N
SA
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SA
N
SA
N
SA
N
SA
N
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W
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W
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W
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UT
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ANCHOR
ANCHOR
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POST
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BLDG
BLDG
WV
ANCHOR
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BLDG
BLDG
TEL
SAN
BLDG
BLDG
BLDG BLDG
BLDG
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SAN
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SAN
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SAN
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G
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SAN
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SA
N
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EXISTING
BUILDING
EXISTING
HANGAR
EXISTING
HANGAR
EXISTING
BITUMINOUS
PAVEMENT
EXISTING TOPOGRAPHIC
SURVEY
C-100
LDH
LDH
0' 10' 20' 40'
EXISTING LEGEND
PCC PAVEMENT
STORM SEWER
WATER LINE
GAS LINE
SANITARY SEWER LINE
UNDERGROUND ELECTRIC LINE
COMMUNICATIONS LINE
FENCE
TREE/BUSH
G
W
SAN
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SS
SURVEY WAS PERFORMED BY
KL ENGINEERING IN NOVEMBER
AND DECEMBER OF 2021.
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
2021-613-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
MT
F-
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S ho p
- R ep ai r B
M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
OCTOBER 14, 2022
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
MITCHELL STREET
BUILDING 400
BUILDING 404
H O
FF
M
AN
S
TR
EE
T
BUILDING 420
PROJECT AREA
ACCESS PLAN
C-101
LDH
LDH
0' 40' 80' 160'
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
2021-613-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
MT
F-
: G un
S ho p
- R ep ai r B
M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
OCTOBER 14, 2022
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703
INLET PROTECTION -
TYPE B. SEE DETAIL.
E
E
E
E
E
E
G
G
G
G
G
G
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
W
W
W
W
W
W
W
UT
UT
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
UT
UT
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
POST
POST
BLDG
BLDG
WV
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
BLDG
BLDG
BLDG
BLDGBLDG BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
SAN
BLDG
POST
AG
POST
POST
POST
POST
POST
POST
POST
AG
AG
BLDG UT
UT
BLDG
SAN
SAN
UT
GVGV GVGV
SAN
WV
WV
BLDG
POST
POST
POSTBLDGAG
POST POSTPOST POST BLDG
BLDG
AG
AGAGAGAG
AG
AG
AG
A/C
SAN
BLDG
BLDG
BLDG
BLDG
BLDG
GV
TEL
SS
WV
BLDG
BLDG
TEL
SAN
BLDG
BLDG
BLDG BLDG
BLDG
BLDG
BLDG
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
G
E
E
W W
W W
W W W
G
FO
FO
E
E
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
E
E
E
E
E
SAN
SAN
SAN
SAN
SAN
SA
N
G
G
G
G
G
G
G
FO
FO
FO
FO
E
E
E
E
G G
G G
G
E
SS
WV
SSWV
SS
WV
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
T
W W
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
ANCHOR
ANCHOR
W
EXISTIN
G APRON
BUILD
IN
G 42
EX
IS
TI
N
G F
EN
C
E
LI
N E
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
HANGAR
EXISTING
HANGAR
EXISTING
BITUMINOUS
PAVEMENT
STORM WATER POLLUTION
PREVENTION PLAN
C-201
LDH
LDH
0' 10' 20' 40'
G
W
SAN
E
SS
EXISTING PROPOSED LEGEND
PCC PAVEMENT
STORM SEWER
STORM SEWER (OLI 1)
WATER LINE
GAS LINE
SANITARY SEWER LINE
UNDERGROUND ELECTRIC LINE
COMMUNICATIONS LINE
FENCE
TREE/BUSH
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
2021-613-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
MT
F-
: G un
S ho p
- R ep ai r B
M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
OCTOBER 14, 2022
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703
STORM WATER POLLUTION
PREVENTION DETAILS
C-202
LDH
LDH
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
2021-613-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
MT
F-
: G un
S ho p
- R ep ai r B
M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
OCTOBER 14, 2022
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703
REMOVE
BITUMINOUS
PAVEMENT,
562 S.Y. TOTAL
E
E
E
E
E
G
G
G
G
G
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
W
W
W
W
W
UT
UT
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
UT
UT
ANCHOR
ANCHOR
ANCHOR
POST
POST
BLDG
BLDG
WV
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
BLDG
BLDG
BLDG
BLDGBLDG BLDG BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
SAN
BLDG
POST
AG
POST
POST
POST
POST
POST
POST
POST
AG
AG
BLDG UT
UT
BLDG
SAN
SAN
UT
GVGV GVGV
SAN
WV
WV
BLDG
POST
POST
POSTBLDGAG
POST POSTPOST POST BLDG
BLDG
AG
AGAGAGAG
AG
AG
AG
A/C
SAN
BLDG
BLDG
BLDG
BLDG
BLDG
GV
TEL
SS
WV
BLDG
BLDG
TEL
SAN
BLDG
BLDG
BLDG BLDG
BLDG
BLDG
BLDG
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
G
E
E
W W
W W
W W W
G
FO
FO
E
E
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
E
E
E
E
E
SAN
SAN
SAN
SAN
SAN
SA
N
G
G
G
G
G
G
G
FO
FO
FO
FO
E
E
E
E
G G
G G
G
E
SS
WV
SSWV
SS
WV
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
T
W W
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
ANCHOR
ANCHOR
W
EXISTIN
G APRON
BUILD
IN
G 42
EX
IS
TI
N
G F
EN
C
E
LI
N E
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
HANGAR
EXISTING
HANGAR
EXISTING
BITUMINOUS
PAVEMENT
REMOVE PCC
PAVEMENT, 40 S.F.
REMOVE EXISTING SIGN
AND LANDSCAPING
STONE, GRADE AND
RESEED.
REMOVE EXISTING
SANITARY, 292 L.F.
REMOVE EXISTING
SANITARY
MANHOLE, 2 EACH
BITUMINOUS ADA
RAMP TO BE
REMOVED AND
REPLACED
REMOVAL PLAN
C-301
LDH
LDH
0' 15' 30' 60'
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
2021-613-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
MT
F-
: G un
S ho p
- R ep ai r B
M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
OCTOBER 14, 2022
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
G
W
SAN
E
SS
NOTES:
1. EXISTING CONDITIONS ARE BASED ON SURVEY
PERFORMED BY KL ENGINEERING, INC. IN NOVEMBER
AND DECEMBER OF 2021.
EXISTING REMOVAL LEGEND
BITUMINOUS PAVEMENT
PCC PAVEMENT
STORM SEWER
WATER LINE
GAS LINE
SANITARY SEWER LINE
UNDERGROUND ELECTRIC LINE
COMMUNICATIONS LINE
FENCE
TREE/BUSH
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
POST
POST
BLDG
BLDG
WV
BLDG
BLDG
BLDG
BLDG
BLDG BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
SAN
BLDG
POST
AG
POST
POST
POST
POST
POST
POST
POST
AG
AG
BLDG UT
UT
UT
BLDG
AG
AGAGAGAG
AG
AG
AG
A/C
SAN
BLDG
BLDG
BLDG
BLDG
BLDG
GV
SS
BLDG
BLDG
TEL
SAN
BLDG
BLDG
BLDG BLDG
E
E
FO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
G
G
G
G
G
G
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
G G
G G
G G
G G
E
E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
T
T
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
W
BUILD
IN
G 42
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BITUMINOUS
PAVEMENT
MEET EXISTING
PAVEMENT GRADE
PROPOSED GRADE AT
BUILDING FACE IS 858.7
+/-1.75%
1.0%
PROPOSED BITUMINOUS
PAVEMENT, 571 S.Y. TOTAL
PROPOSED CONCRETE
STOOP, 68 S.F.
5'
4'
R 5'
R5'
EXISTING
CONTOURS
BITUMINOUS ADA RAMP
TO BE REPLACED
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
2021-613-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
MT
F-
: G un
S ho p
- R ep ai r B
M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
OCTOBER 14, 2022
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
PROPOSED PLAN AND TYPICAL
SECTIONS
C-401
LDH
LDH
0' 5' 10' 20'
EXISTING PROPOSED LEGEND
BITUMINOUS PAVEMENT
PCC PAVEMENT
STORM SEWER
WATER LINE
GAS LINE
SANITARY SEWER LINE
UNDERGROUND ELECTRIC LINE
GROUND CONTOUR
TREE/BUSH
G
W
SAN
E
SS
TYPICAL PAVEMENT SECTION
1. PROPOSED 2 INCH ASPHALT SURFACE COURSE
2. PROPOSED TACK COAT
3. PROPOSED 2 INCH ASPHALT BASE COURSE
4. PROPOSED PRIME COAT
5. PROPOSED 12 INCH CRUSHED AGGREGATE
6. COMPACTED SUBGRADE
(VARIES)
SIDE WALK/STOOP CROSS-SECTION
NOTES
1. JOINTS SHALL BE 4 FT SPACING.
2. ALL JOINTS SHALL BE CONTRACTION JOINTS. EXPANSION
JOINTS WITH 1/2" PERFORMED EXPANSION MATERIAL SHALL BE
SPACED AT 36 FT MAX. INTERVALS.
3. 1/2" PERFORMED JOINT FILLER TO BE USED IN ALL LOCATIONS
WHERE SIDEWALK IS ADJACENT TO PAVEMENT.
PROPOSED PCC
SIDEWALK WITH 6X6 -
2.9X2.9 WWF
1% CROSS SLOPE
6" AGGREGATE BASE
COURSE
PROPOSED PAVEMENTS TO BE REMOVED
AND REPLACED WILL MATCH EXISTING
GRADES UNLESS OTHERWISE INDICATED.
S1
E
E
E
E
E
G
G
G
G
G
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
W
W
W
W
W
UT
UT
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
UT
UT
ANCHOR
ANCHOR
ANCHOR
POST
POST
BLDG
BLDG
WV
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
BLDG
BLDG
BLDG
BLDGBLDG BLDG BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
SAN
BLDG
POST
AG
POST
POST
POST
POST
POST
POST
POST
AG
AG
BLDG UT
UT
BLDG
UT
GVGV GVGV
SAN
WV
WV
BLDG
POST
POST
POSTBLDGAG
POST POSTPOST POST BLDG
BLDG
AG
AGAGAGAG
AG
AG
AG
A/C
SAN
BLDG
BLDG
BLDG
BLDG
BLDG
GV
TEL
SS
WV
BLDG
BLDG
TEL
SAN
BLDG
BLDG
BLDG BLDG
BLDG
BLDG
BLDG
G
E
E
W W
W W
W W W
G
FO
FO
E
E
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
E
E
E
E
E
SAN
SAN
SAN
SAN
SAN
SA
N
G
G
G
G
G
G
G
FO
FO
FO
FO
E
E
E
E
G G
G G
G
E
SS
WV
SSWV
SS
WV
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
T
W W
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
ANCHOR
ANCHOR
W
EXISTIN
G APRON
BUILD
IN
G 42
EX
IS
TI
N
G F
EN
C
E
LI
N E
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
HANGAR
EXISTING
HANGAR
EXISTING
BITUMINOUS
PAVEMENT
S2
S3
S5
PROPOSED 6" DUCTILE
IRON FIRE PROTECTION
LEAD IN, 28 L.F.
S4
POST INDICATOR
VALVE
UTILITY PLAN AND SCHEDULE
C-501
LDH
LDH
0' 10' 20' 40'
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
2021-613-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
MT
F-
: G un
S ho p
- R ep ai r B
M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
OCTOBER 14, 2022
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 PROPOSED LEGEND
BITUMINOUS PAVEMENT
PCC PAVEMENT
STORM SEWER
WATER LINE
GAS LINE
SANITARY SEWER LINE
UNDERGROUND ELECTRIC LINE
GROUND CONTOUR
TREE/BUSH
G
W
SAN
E
SS
SANITARY SCHEDULE
Structure Northing Easting Type Rim El. Invert El. Pay Length Type Size Slope
S1 --- --- Building Outlet Connection --- 852.80*
18.0 PVC 6.0 1.17*
S2 504539.57 834868.66 4' Manhole 857.76 852.59 North
852.54 South
89.6 PVC 6.0 1.20
S3 504454.23 834841.27 4' Manhole 857.20 851.46 North
851.41 South
852.43 West (Existing)
82.9 PVC 8.0 1.20
S4 504371.34 834838.52 4' Manhole 857.30 850.42 North
850.37 South
114.6 PVC 8.0 1.20
S5 504273.39 834900.07 Connect to Existing Manhole 857.59 848.99
PAVEMENT REMOVED FOR SANITARY AND WATER
INSTALLATION SHALL BE REPLACED WITH PROPOSED
BITUMINOUS PAVEMENT SECTION, 4 INCHES OF
ASPHALT ON 12 INCHES OF AGGREGATE.
* BUILDING CONNECTION INVERT IS ESTIMATED.
SANITARY DETAILS
LDH
LDH
C-502
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
2021-613-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
MT
F-
: G un
S ho p
- R ep ai r B
M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
OCTOBER 14, 2022
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703
SANITARY DETAILS
LDH
LDH
C-503
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
2021-613-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
MT
F-
: G un
S ho p
- R ep ai r B
M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
OCTOBER 14, 2022
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703
ACI AMERICAN CONCRETE INSTITUTE
ADD'L ADDITIONAL
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
ANCH ANCHOR
APX APPROXIMATE
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........................................................... 1 PSF
CEILING COLLATERAL........................................... 3 PSF
MISC/MECH COLLATERAL..................................... 5 PSF
LIVE LOADS:
ROOF (NON-REDUCIBLE)....................................... 20 PSF
MECH PLATFORMS................................................. 150 PSF
MECHANICAL FLOOR ............................................. 250 PSF
ALL OTHER FLOORS .............................................. 80 PSF
CONCENTRATED POINT LOADS
SLAB ON GRADE (6"X6") ................................. 20,000 LBS
SNOW LOAD: (ASCE 7-16)
BASIC GROUND SNOW LOAD, (Pg)....................... 30 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).................................... 1.10 SLOPED ROOF SNOW, (Ps).................................... 30 PSF
WIND LOAD: (ASCE 7-16)
BUILDING DESIGN:
BASIC WIND SPEED................................................. 107 MPH
EXPOSURE CATEGORY........................................... C
TOPOGRAPHIC FACTOR, (Kzt)............................... 1.0
BUILDING ENCLOSURE CATEGORY......................... ENCLOSED BUILDING
SEISMIC DESIGN DATA: (ASCE 7-16)
SHORT PERIOD ACCELERATION, Ss ................... 0.074 g LONG PERIOD ACCELERATION, S1...................... 0.048 g
SOIL SITE CLASS ................................................... D
SITE COEFFICIENT, Fa .......................................... 1.6 SITE COEFFICIENT, Fv .......................................... 2.4 DESIGN SPECTRAL ACCELERATION, SDS ........... 0.079 g DESIGN SPECTRAL ACCELERATION, SD1 ........... 0.077 g
SEISMIC DESIGN CATEGORY .............................. B
R=3.0, Ω=3.0, Cd=3.0, Ie=1.00, Cs=0.026
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.......... 4,000 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 = 33,000 PSI (MIN)
MISCELLANEOUS NOTES:
1. REFERENCE DATUM ELEVATION 100'-0" IS EQUAL TO THE ACTUAL
FINISH FLOOR ELEVATION PROVIDED BY CIVIL. REFERENCED
ELEVATIONS ARE BASED ON THIS DATUM ELEVATION.
2. 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. ALL DIMENSIONS TO EXISTING STRUCTURES MUST BE VERIFIED
IN THE FIELD AS REQUIRED FOR NEW CONSTRUCTION.
2. ALL INTERFERING PIPES, UTILITIES, AND FIXTURES WILL BE
RELOCATED BY CONTRACTOR AS REQUIRED.
3. 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.
4. THE CONTRACTOR IS HELD RESPONSIBLE FOR PROTECTION OF
PERSONNEL AND EQUIPMENT DURING THE COURSE OF
OPERATIONS ACCORDING TO CURRENT SAFETY REGULATIONS.
5. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER COPIES OF
ALL SHOP DRAWINGS OF NEW WORK FOR APPROVAL.
6. 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.
CONCRETE CONSTRUCTION NOTES:
1. 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).
2. UNLESS NOTED OTHERWISE, LAP SPLICES OR EMBEDMENT
LENGTHS SHALL CONFORM TO ACI REQUIREMENTS FOR CLASS B
SPLICES.
3. UNLESS NOTED OTHERWISE, CONCRETE COVER OVER STEEL
REINFORCEMENT SHALL CONFORM TO MINIMUM REQUIRED BY
ACI 318-APPLICABLE EDITION.
4. 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.
5. NO PENETRATIONS ARE EXPECTED AT NEW COLUMN FOOTING
AND PEDESTAL. ANY SUCH PENETRATION 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.
6. POST INSTALLED DOWELS INTO CONCRETE SHALL USE HILTI-
HY200 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.
7. UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS,
PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES.
8. PROVIDE CONCRETE EQUIPMENT PADS OF SIZE REQUIRED FOR
EQUIPMENT FURNISHED. SEE MECHANICAL AND ELECTRICAL
DRAWINGS FOR NUMBER, SIZE AND LOCATION OF SUCH PADS
ON THE FLOOR SLAB UNLESS OTHERWISE SHOWN. MINIMUM
THICKNESS SHALL BE 4". MINIMUM REINFORCING SHALL BE #4
BARS AT 12" ON CENTER EACH WAY. TOOLED OR CHAMFERED
EDGES SHALL BE PROVIDED AT ALL MECHANICAL PADS.
9. THE SIZE AND LOCATION OF ALL EQUIPMENT PADS, FLOOR PITS,
TRENCH DRAINS AND OPENINGS FOR ALL DUCTS AND PIPES
THROUGH FLOOR SLABS AND FOOTINGS SHALL BE VERIFIED
WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS
REQUIREMENTS PRIOR TO PLACEMENT.
10. ALL JOINTS IN PITS AND TRENCHES SHALL BE KEYED.
WATERSTOPS SHALL BE INSTALLED IN ALL CONSTRUCTION
JOINTS. ALL PITS AND TRENCHES SHALL BE WATER-PROOFED.
11. ALL CONCRETE SLAB ACCESSORIES (TRENCHES, GRATING,
EMBEDDED ITEMS, ETC.) SHALL BE DESIGNED FOR THE UNIFORM
AND CONCENTRATED LIVE LOADS ON THIS SHEET.
12. LOCALLY SLOPE THE SLAB TO FLOOR DRAINS WITH AN 18"
RADIUS AROUND THE DRAIN BODY. REFER PLUMBING FOR
ADDITIONAL FLOOR DRAIN INFORMATION.
13. REFER TO THE PLUMBING SPECIFICATIONS FOR THE USE OF
SLEEVES AND SEALANTS AT PLUMBING PENETRATIONS
THROUGH THE SLAB ON GRADE.
14. PROVIDE BOLLARDS AS REQUIRED BY ARCHITECTURAL SHEETS.
SUPPORTING MEMBER
OPENING
SUPPORTING MEMBER
L4x3x1/4 LLV FOR SPANS ≤ TO 4'-0" L5x3x1/4 LLV FOR SPANS > 4'-0" < 6'-0"
L6x4x3/8 LLV FOR SPANS > 5'-0" < 8'-0" L5x3x1/4 LLV FOR SPANS ≤ TO 5'-0"
NOTES:
1. DECK TO BE FASTENED TO ALL ANGLES.
2. PROVIDE ANGLE FRAME FOR ALL
OPENINGS LARGER THAN 6" IN ANY
DIRECTION.
L3x3x1/4x0'-4"
(WELD TO SUPPORTING MEMBER)
WELD ALL EXPOSED SURFACES
TYPICAL FOR ROOF OPENING
FRAMES INSTALLED AFTER
STEEL DECK IS IN PLACE
TYP FOR ROOF OPENING
FRAMES INSTALLED BEFORE
STEEL DECK IS IN PLACE 3/16
3/16
TYP
3/16 3/16
TYP
1/4
NOTE:
FRAME FOR NEW EXHAUST FAN.
COORDINATE LOCATION WITH
MECHANICAL.
STEEL CONSTRUCTION NOTES:
1. 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.
2. THE STEEL CONTRACTOR SHALL FURNISH ERECTION BOLTS AS
REQUIRED FOR FIELD CONNECTIONS.
3. ALL SHOP AND FIELD WELDS SHALL BE MADE IN ACCORDANCE
WITH THE ANSI/AWS "D1.1 STRUCTURAL WELDING CODE -
STEEL", APPLICABLE EDITION.
4. SUBSTITUTION OF EXPANSION ANCHORS FOR EMBEDDED
ANCHORS SHOWN ON THE DRAWING WILL NOT BE PERMITTED.
5. 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.
6. ALL EXTENSION BARS, RUN-OFF PLATES, AND BACKING BARS
USED IN WELDED CONNECTIONS SHALL BE REMOVED AND THE
JOINTS SHALL BE GROUND SMOOTH WHERE SUCH CONNECTION
IS PERMANENTLY EXPOSED TO VIEW OR IS DESIGNATED AS
ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS).
REFER TO ARCHITECTURAL DRAWINGS FOR ALL LOCATIONS
REQUIRING AESS.
7. THE ERECTION CONTRACTOR SHALL SURVEY ANCHOR RODS
AND REPORT ANY DISCREPANCIES FROM THE CONTRACT
DOCUMENTS TO THE ARCHITECT-ENGINEER. ALL CORRECTIONS
TO WORK MUST BE APPROVED IN WRITING BY THE ARCHITECT-
ENGINEER PRIOR TO THE START OF ERECTION.
8. ALL STRUCTURAL STEEL EMBEDDED IN CONCRETE, SHALL BE
HOT-DIPPED GALVANIZED, UNLESS NOTED OTHERWISE.
9. 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
2021-613-00
NWC
F-
: G un
S ho p
- R ep air
B
M ad iso n, W isc on sin
Ai r N at io na l G ua rd
OCTOBER 14, 2022
C :\U sers\tlp\D oc um ents\161300_Stru_tpastorello _fsb-ae_com .rvt
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GENERAL NOTES
S-001
TJD
BNF
MNO
SCALE: NTS
ROOF FRAMED OPENING1
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
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
2021-613-00
NWC
F-
: G un
S ho p
- R ep air
B
M ad iso n, W isc on sin
Ai r N at io na l G ua rd
OCTOBER 14, 2022
C :\U sers\tlp\D oc um ents\161300_Stru_tpastorello _fsb-ae_com .rvt
10/12/2022 2:28 :23 PM
SPECIAL INSPECTIONS
S-002
TJD
BNF
MNO
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" CHAMFER
TYPICAL
#4 AT 12" ON CENTER EACH WAY
NOTES:
1. DRILL AND EPOXY #4 DOWELS AT 2'-0" ON CENTER
TYPICAL AT PERIMETER, (4) EACH PAD MINIMUM.
2. REFER TO MECHANICAL DRAWINGS FOR PAD LOCATIONS.
VA
R
IE
S
(4 " M
IN
IM
U M
R
EF
ER
M
EC
H
AN
IC
AL
8"
EXISTING SLAB-ON-GRADE
T.O. SLAB
100'-0"
NEW HSS5x5x5/16 COLUMN
FEILD VERIFY LENGTH TO
ENSURE TIGHT FIT
NEW 4'-6"x6'-0"x3'-0" FOOTING W/
(5) #6 TOP AND BOTTOM
LONGITUDINAL AND (7) #6 TOP
AND BOTTOM TRANSVERSE
EXISTING SLAB
ENSURE NO LOOSE SOIL OR
DEBRIS
4'-5"
NEW 5" SLAB ON GRADE FILL-IN
W/ #4 AT 12" OC EA WAY LAPPED
FROM EACH EDGE AND EMBED
INTO EXISTING SLAB 4"
EXISTING HSS5x5 COL TO BE
DEMOLISHED TO BELOW 100'-0"
SUFFICIENT THAT CONCRETE
CAN BE REPAIRED
REPAIR CONCRETE AFTER
COL DEMOLITION. SEE
NOTE AT RIGHT FOR
REINFORCING AND
DOWELS INTO EXISTING AT
ENTIRE PERIMETER OF
SLAB FILL-IN.
EXISTING 4'-6"x4'-6"x1'-3" FOOTING W/ 1'-4"x1'-4"
PEDESTAL (TO REMAIN)
3' -0
8"
A B C D E F G H J K L M N P
SB101
A3
COLUMN TO BE
REMOVED AND
FOOTING TO REMAIN
SB101
D4
NEW COLUMN
AND FOOTING
FILL IN EXISTING DEPRESSED SLAB AREAS AT
ENTRIES (THREE LOCATIONS) WITH SELF-
LEVELING, ONE COMPOENT CEMENTITIOUS
POLYMER MODIFIED SELF CONSOLIDATING
CONCRETE MIX
4'-5"
REFER TO MECHANICAL
FOR CHILLER LOCATION
APX LOCATIONS OF
EXISTING SPOT
FOOTINGS AND STOOP
NEAR OVERHEAD DOOR
AND NEW BOLLARDS
SLAB ON GRADE FILL IN
(APX. EXTENTS, SHOWN
FOR ILLUSTRATION)
FOUNDATION FOR
NEW CHILLER
NEW BOLLARDS AT
OVERHEAD DOOR -
REFER A1/SB101.
REFER ARCH FOR
EXACT LOCATIONS.
SB101
A1
7" MAX *
3"
1'-6"4"
* GC TO FIELD VERIFY.
NOTIFY ENGINEER IF
GREATER THAN 7"
EXISTING W21x44
NEW HSS5x5x5/16 COLUMN AND CAP PL1/2x8x0'-8"
NEW STIFFENER PL3/8x16
EACH SIDE AT NEW COLUMN
EXISTING
HSS5x5x1/4 TO BE
REMOVED
(2) MC10x28.5
(ONE EA SIDE)
EXISTING W16x26
NEW JOIST BEARING
HSS5x3x1/4x0'-6"
SHIM AS NEEDED
5/16
C-SHAPE
TYP
3/16
TYP
TYP
1/8 2 1/8 2
TYP
EXISTING 30K12 (PLAN NORTH)
EXISTING 8K1 (PLAN SOUTH)
(ROOF DECK NOT SHOWN FOR
CLARITY)
4'-5"
1/4
BTM FLG
TO COL
CAP PL
TYP
3/16
TYP
SB101
B5
5/16
C-SHAPE
TYP
PER MANUFACTURER
CHILLER - REFER MECH
COORDINATE CHILLER
DIMENSIONS WITH THE MANUFACTURER
1' -6
COORDINATE ELEVATION
CIVIL GRADING
AS REQUIRED
NOTES:
1. CHILLER PAD SHALL BE PLACED ON COMPACTED SUBGRADE
PREPARED SIMILAR TO THE BUILDING PAD.
2. CHILLER PADS ARE CONSIDERED TO BE PAVEMENT SECTIONS
AND PLACED ABOVE THE FROST LINE. MINOR VERTICAL
MOVEMENT OF THE CHILLER PAD IS TO BE EXPECTED.
#6 AT 12" ON CENTER EACH WAY,
TOP AND BOTTOM
COORDINATE ANCHOR
REQUIREMENTS
WITH MANUFACTURER
3" C
LR
4" COMPACTED SAND
CUSHION
3/4" CHAMFER TYP
6" (M
IN
GRID
G R
ID
1/
2" 4"
4"
1/ 2"
1/
2"
1/ 2"
1 1/2" 4" 4" 1 1/2"
5 1/2" 5 1/2"
3/4" THICK BASE PL W/
(4) 3/4" DIA ANCHOR
RODS
HSS 5x5 COLUMN
PLATE WASHER
TYP TOP & BOT
(12 TOTAL)
3/16
TYP
5/16
COL TO
BASE PL
BASE PLATE
NOTE:
BOTTOM OF BASE PLATE ELEVATION = 99'-6"(±)
WITH 2"(±) NON-SHRINK GROUT PAD. ENSURE
TIGHT FIT OF COL UNDER EXISTING ROOF BEAM
ANCHOR BOLT
DIAMETER
BASE PL
OVS HOLE DIA.
PL WASHER
DIMENSIONS
PL WASHER STD
HOLE DIA.
3/4"
BASE PLATE HOLE AND PLATE WASHER
GEOMETRY
1 5/16" 1/2"X3"X3" 13/16"
2X D
IA
1/
2" 1'
-6 " T
YP
* P
R O
J
T
H R
D
(REFER BASE PL TYPE)
VARIES
COLUMN, REFER PLAN
1. ANCHOR RODS SHALL MEET THE REQUIREMENTS OF
ASTM F1554 UNLESS NOTED OTHERWISE.
2. ALL ANCHOR RODS SHALL BE FURNISHED WITH HEAVY
HEX NUTS AND PLATE WASHERS OF SPECIFICATIONS
COMPATIBLE WITH THOSE OF THE THREADED SHANKS,
UNLESS NOTED OTHERWISE.
3. FOR CONVENTIONAL COLUMNS (W & HSS SHAPES), A
NUT AND WASHER SHALL BE PLACED UNDER THE BASE
PLATE AND USED FOR LEVELING.
ANCHOR ROD NOTES:
*PROJ = BASE PLATE THICKNESS + NSG + WASHER + DIA + 1 1/2"
**THRD = PROJ + 1"
2"+/- NON-SHRINK GROUT PAD.
ENSURE TIGHT FIT OF COL
UNDER EXISTING ROOF BEAM
TO SPOT FOOTING
PLATE WASHERS
PLATE WASHERS
TYP
NEW BOTTOM FLANGE BRACE L3x3x1/4 FROM
NEW STIFFENER PLATE TO NEW PL1/4
EXISTING W21 BEAM
3/16
TYP
EXISTING 30K12 JOIST AND
EXISTING ROOF DECK
3/16
TYP
NEW PL1/4 AT TOP PANEL
POINT OF EXISTING 30K JOIST
8" Ø STD WEIGHT PIPE
(CONCRETE FILLED) 3'-0"
PROJECTION ABOVE SLAB
CONCRETE SLIGHTLY
ROUNDED
NOTES:
1. POST TO BE PRIMED PRIOR TO SETTING IN CONCRETE
2. TOP OF BLOCKOUT SURFACE SHALL MATCH SURROUNDING
SURFACE IN COLOR, TEXTURE, AND TREATMENT.
3. COORDINATE LOCATIONS WITH ARCHITECTURAL.
4" C
LR
2'-0"
BOLLARD
BLOCKOUT 2'-0"
TOP OF SLAB
OR GRADE
CENTER POST
IN CONCRETE
CONCRETE
ENCASEMENT
TOP OF SLAB
OR GRADE
SLOPE CONCRETE UP TO
BOLLARD FROM GRADE
(OUTSIDE BUILDING)
3' -0
FINISH CONCRETE FLUSH
WITH EXISTING SLAB (INSIDE
BUILDING)
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
2021-613-00
NWC
F-
: G un
S ho p
- R ep air
B
M ad iso n, W isc on sin
Ai r N at io na l G ua rd
OCTOBER 14, 2022
C :\U sers\tlp\D oc um ents\161300_Stru_tpastorello _fsb-ae_com .rvt
10/12/2022 2:28 :25 PM
FOUNDATION PLAN AND
DETAILS
SB101
TJD
BNF
MNO
SCALE: NTS
TYPICAL HOUSEKEEPING PAD DETAILC4
SCALE: 3/4" = 1'-0"
FOUNDATION SECTIONA3
SCALE: 1/8" = 1'-0"
SLAB/FOUNDATION PLANB1
0 4' 8' 16'
1/8" = 1'-0"
1' 3'2'0
3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
FRAMING SECTIONB3
SCALE: 3/4" = 1'-0"
CHILLER PAD DETAILD4
SCALE: 1 1/2" = 1'-0"
BASE PLATEC5
SCALE: NTS
BASE PLATE AND ANCHOR RODA2
SEQUENCE NOTES:
1. FIELD VERIFY ALL DIMESNIONS AND ELEVATIONS. ENSURE TIGHT
FIT-UP OF NEW COLUMN UNDER EXISTING ROOF BEAM.
2. SHORE ENDS OF BOTH BEAMS FRAMING INTO COLUMN AT GRIDS C-6.
3. SHORE ENDS OF BOTH JOISTS FRAMING INTO COLUMN AT GRIDS C-6.
4. INSTALL NEW COLUMN AND PARTIAL DEPTH STIFFENERS UNDER
EXISTING BEAM W21X44.
5. CAREFULLY DEMOLISH CONNECTION BETWEEN TWO BEAMS AND
TWO JOIST SEATS AT COLUMN C-6.
6. CAREFULLY DEMOLISH HSS5x5x1/4 COLUMN AT GRID C-6.
7. INSTALL NEW (2)MC10 AS SHOWN.
8. INSTALL NEW JOIST BEARING AS SHOWN.
9. CAREFULLY REMOVE SHORING AT BEAMS AND JOISTS. IF EXCESSIVE
DEFLECTION OR DEFORMATION IS OBSERVED STOP WORK AND
CONTACT ENGINEER.
6" 1'-6"1'0
1 1/2" = 1'-0"
N N
TRUE
NORTH
PLAN
NORTH
SCALE: 3/4" = 1'-0"
FRAMING SECTIONB5
SCALE: 3/4" = 1'-0"
BOLLARD DETAILA1
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
C4
SF101
B5
SF101
B C D E F G H J K L M N P
SB101
B3
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4 HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X5/1
HSS5X
5X5/1
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
W18X40W16X31 W18X40 W18X35W18X40
HSS5X
5X1/4
W
X2
W18X35W16X26W16X26W14X30W14X30W14X30
W16X26W16X26W16X26W16X26W14X22
W16X26 W21X44 W21X44 W21X44 W21X44 W21X44
W
X4
W
X4
W14X30
W 6X
W
X2
W 6X
W 6X
W 6X
HSS5X
5X1/4
W21X50
W
X4
W
X2
W
X2
K4
K4
K4
K4
K4
K4
K4
K4
K4
K4
K4
K4
K4
K4
K4
K4
K4
K4
K4
8K
8K
8K 18K
8K
8K
8K
8K 18K
8K
8K
8K
8K 18K
8K
8K
8K
8K 18K
8K
8K
8K
8K 18K
8K
8K 18K
K1
K1
K1
K1
K1
K1
K1
K1
K1
K1
K1
K1
K1
K1
K1
K1
K1
K1
K1
K1
K1
HSS5X
5X1/4
HSS5X
5X1/4
HSS5X
5X1/4
K4
K4
K4
K4
K4
K4
K4
W 12X26
W 12X26
W 12X26
W16X26
W
X3
W
X3
W
X3
K7
K7
K7
K7
K7
K7
K4
K4
K4
K4
K4
K4
L8X6X7/16
L8X6X7/16
H
SS
5X 5X
5/
H
SS
5X 5X
5/
H
SS
5X 5X
5/
H
SS
5X 5X
5/
H
SS
5X 5X
5/
H
SS
5X 5X
5/
H
SS
5X 5X
5/
H
SS
5X 5X
5/
H
SS
5X 5X
5/
H
SS
5X 5X
5/
H
SS
5X 5X
5/
H
SS
5X 5X
5/
H
SS
5X 5X
5/
HSS5X
5X5/1
(BELO
W)
NEWHSS5X5X1/4
(T
O BE REMOVED)
LOAD BEARING
CMU WALL BELOW
TO REMAIN
(ORIGINAL SPAN)
13'-9"
(NEW CANTILEVER)
4'-5"
(ORIGINAL SPAN)
22'-3"
'-0
'-0
'-0
154'-0"
W
X2
W12X26
SB101
B5
T.O. SLAB
100'-0"
H J K
2'-0"
HSS6x4x1/4 WALL
STIFFENERS (ZINC
RICH PAINT). CAP PL1/4
AT ENDS TO SEAL
T.O. STEEL
115'-0"
PJ PJ
4'-6" 3'-0" 13'-0"
SF101
A1
SF101
A3
T.O. WALL
116'-0"
DEMO ENTIRE
4” PANEL DEMO ENTIRE
4” PANEL
DEMO PORTION
OF 6” PANEL
DEMO LINE
2'-6" 11'-8" 2'-0" 2'-0"
(INTERIOR VIEW)
NEW HSS6X4X1/4
REINFORCING JAMBS
(ZINC RICH PAINT).
CAP PL1/4 AT ENDS
TO SEAL
SIM
SF101
B4
SF101
A5
SF101
A4
SF101
A3
362S162x043 COLD-FORMED METAL
FRAMING (CFMF) INFILL AT 12" OC
MAX, WITH CFMF TRACKS TOP AND
BOTTOM TYP. DBL 362S162x043
HEADER AT DOOR
NEW HSS6X4X1/4
REINFORCING HEADER
(ZINC RICH PAINT). CAP
PL1/4 AT ENDS TO SEAL
'-4
L4x4 BRACES EITHER SIDE OF L6x4 PANEL
ATTACHMENT
L4x4 BRACES EITHER SIDE OF L6x4 PANEL
ATTACHMENT
L6x4 PANEL ATTACHMENT
EACH SIDE OF NEW
OPENING - REFER
SECTIONS
4'-4"
T.O. SLAB
100'-0"
G H J K
2'-0"
8'-0"4'-0"8'-0"4'-0"8'-0"
1'-0"
2'-6"
4'-6" 2'-0"
EXISTING
W18x40
T.O. STEEL
115'-0"
3'-6" 7'-6" 15'-0" 6'-0"
EXISTING 6"
PRECAST
CONCRETE
EXISTING 4"
PRECAST
CONCRETE
EXISTING
OPENING
EXISTING 4"
PRECAST
CONCRETE
EXISTING 6"
PRECAST
CONCRETE
PA
N
EL
J
O
IN
T (P
J)
PJ PJ PJ
2'-0"11'-8"2'-4"
SF101
A1
SF101
A3
T.O. WALL
116'-0"
PJ PJ
EXISTING
COLUMN
SIM
EXISTING
COLUMN
(INTERIOR VIEW)
'-4
4'-0"
GRID
115'-0"
TOS
SLOPE DN
ROOF JOIST
EXISTING W18 BEAM
EXISTING L4x4x3/8 BRACE TO BE
DEMOLISHED (CAN BE REUSED)
1'-0"
4' -8
EXISTING 6"
PRECAST PANEL
SPANNING 16'-0”
BETWEEN ADJACENT
FULL HEIGHT
PANELS
EXISTING 1 1/2” ROOF DECK
6"
NEW OVERHEAD DOOR HOOD
TRACKS ETC NOT SHOWN
FOR CLARITY
L4x4x3/8 BRACE
HSS6x4x1/4 W/ 1/2” DIA
HILTI H.A.S. RODS AT 16”
OC W/ HY-200 EPOXY
EMBED 4” AFTER
LOCATING AND
ADJOINING EXISTING
WALL REINF. DO NOT
DEMOLISH EXISTING
REINF.
DEMOLISH PORTION
OF PANEL - REFER
ELEVATION
EXISTING ANGLE-
TO REMAIN FOR
CONN TO NEW
BRACE
PL3/8x4x0'-4
3" ACCESS HOLES. FILL W/
PL1/4 AND AND SEAL WELD
AFTER INSTALLING ANCHORS
GRID
115'-0"
TOS
SLOPE DN
EXISTING
30K JOISTS
EXISTING W18 BEAM
EXISTING L4x4x3/8 BRACE TO BE
DEMOLISHED (CAN BE REUSED)
EXISTING 6"
PRECAST PANEL
SPANNING 16'-0”
BETWEEN
ADJACENT FULL
HEIGHT PANELS
EXISTING 1 1/2” ROOF DECK
OVERHEAD DOOR HOOD
TRACKS ETC NOT
SHOWN FOR CLARITY
NEW L4x4x3/8 BRACE
REFER ELEVATION FOR LOCATIONS
HSS6x4x1/4 W/ 1/2” DIA
HILTI H.A.S. RODS AT 16”
OC W/ HY-200 EPOXY
EMBED 4” AFTER
LOCATING AND ADJOINING
EXISTING WALL REINF.
DO NOT DEMOLISH
EXISTING REINF.
AT BOTH SIDES OF NEW OPENING:
L6x4x5/16x0'-8" W/ (2) 3/4” DIA HILTI H.A.S.
RODS AT 5" OC W/ HY-200 EPOXY.
EMBED 4” AFTER LOCATING EXISTING
WALL REINF. DO NOT DEMOLISH
EXISTING REINF. REFER ELEVATION
FOR LOCATIONS.
1/4
EXISTING 4"
PRECAST PANEL TO
BE DEMOLISHED
G
AP3/
4"
DEMOLISH PORTION
OF PANEL - REFER
ELEVATION
EXISTING ANGLE-
TO REMAIN FOR
CONN TO NEW
BRACE
AT SIM: THIS
PORTION AND ANY
BRACING REMAINS,
DEMOLISH 4" PANEL
BELOW
NEW PL3/8x4x0'-46"
1'-0"
3" ACCESS HOLES. FILL W/
PL1/4 AND AND SEAL WELD
AFTER INSTALLING ANCHORS
EXISTING 6" PRECAST
PANELS
HSS6X4X1/4 3" ACCESS HOLES. FILL W/
PL1/4 AND AND SEAL WELD
AFTER INSTALLING ANCHORS
HSS6X4X1/4 W/ 1/2" DIA HILTI
H.A.S. RODS AT 16" O.C. W/
HY-200 EPOXY EMBED 2 1/2"
AFTER LOCATING AND
ADJOINING EXISTING WALL
REINF. DO NOT DEMOLISH
EXISTING REINF.
EXISTING 6"
PRECAST
PANELS
HSS6X4X1/4
HSS6X4X1/4 W/ 1/2" DIA HILTI
H.A.S. RODS AT 16" O.C. W/
HY-200 EPOXY EMBED 4"
AFTER LOCATING AND
AVOIDING EXISTING WALL
REINF. DO NOT DEMOLISH
EXISTING REINF.
3" ACCESS HOLES. FILL W/
PL1/4 AND AND SEAL WELD
AFTER INSTALLING ANCHORS
1'-1"
6"
2"
9"4"
4 1/2" 4 1/2"2"
(3) 1/2" DIA HILTI H.A.S. RODS W/ HY-200
EPOXY EMBEDDED 6" AFTER LOCATING
AND AVOIDING EXISTING FOUNDATION
REINFORCING. DO NOT DEMOLISH
EXISTING REINFORCING.
1/4
3 SIDES
TYP
1/2" THICK ANCHOR PLATE.
PLATE EXTENDS AWAY FROM
NEW OPENING, TYP
1/4
TYP
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
2021-613-00
NWC
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OCTOBER 14, 2022
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.rvt 10/12/2022 15:1 6:41
ROOF FRAMING PLAN AND
DETAILS
SF101
TJD
BAW
MNO
SCALE: 1/8" = 1'-0"
EXISTING ROOF FRAMING PLANB1
SCALE: 3/8" = 1'-0"
NEW MAN DOOR AND ENLARGED EXISTING OVERHEAD DOORC4
SCALE: 1/4" = 1'-0"
DEMO VIEW - EXISTING ELEVATIONB5
0 4' 8' 16'
1/8" = 1'-0"
0 2' 4' 8'
1/4" = 1'-0"
2' 6'4'0
3/8" = 1'-0"
SCALE: 1" = 1'-0"
SECTION ABOVE EXISTING DOORA1 SCALE: 1" = 1'-0"
SECTION AT EXISTING RECESSED PC PANELA3
SCALE: 1 1/2" = 1'-0"
SECTION AT PANEL REINFORCEMENTA4
NOTE:
ALL BEAMS AND COLUMNS SHOWN ARE EXISTING
EXCEPT THE ONE COLUMN MARKED NEW.
SCALE: 1 1/2" = 1'-0"
SECTION AT REINFORCING JAMB HSSB4
SCALE: 1 1/2" = 1'-0"
BASE CONNECTION AT JAMB HSSA5
0 6" 1' 2'
1" = 1'-0"
6" 1'-6"1'0
1 1/2" = 1'-0"
N N
TRUE
NORTH
PLAN
NORTH
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 CONFERENCE
CONT CONTINUOUS
CONTR CONTRACTOR
COORD COORDINATE
CORR CORRIDOR
CPT CARPET
CTB CERAMIC TILE BASE
CWT CERAMIC WALL TILE
CTR CENTER
CU CUBIC
D DEPTH
DAT DATUM
DBL DOUBLE
DEG DEGREE
DEMO DEMOLITION
DEPT DEPARTMENT
DET/DTLDETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISP DISPENSER
DN DOWN
DR DOOR
DS DOWNSPOUT
DWG DRAWING
E EAST
EA EACH
EIFS EXTERIOR INSULATION &
FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRIC (OR) ELECTRICAL
ELEV ELEVATOR
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
EXIST EXISTING
EXT EXTERIOR
FAAP FIRE ALARM ANNUNCIATOR PANEL
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FE FIRE EXTINGUISHER
FF EL FINISH FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FLR FLOOR
FPC FIRE PROTECTION CABINET
FLUOR FLUORESCENT
FR FIRE RESISTIVE
FRGB FIBER REINFORCED GYPSUM BOARD
FT FOOT (OR) FEET
FTG FOOTING
FURG FURRING
FV FIELD VERIFY
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GDR GUARD RAIL
GEN GENERAL
GFRG GLASS FIBER REINFORCED GYPSUM
GL GLASS
GRD GRADE
GYM GYMNASIUM
GYP BD GYPSUM BOARD
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
HVAC HEATING, VENTILATING, &
AIR CONDITIONING
IBC INTERNATIONAL BUILDING CODE
ID INSIDE DIAMETER
IN INCH(ES)
INSUL INSULATE (OR) INSULATION
INT INTERIOR
JAN JANITOR
JT JOINT
KIT KITCHEN
LAM LAMINATE
LAV LAVATORY
LBS POUND(S)
LED LIGHT EMITTING DIODE
LF LINEAR FEET (FOOT)
LH LEFT HAND
LIB LIBRARY
LIN LINEAR
LOC LOCATION
LTG LIGHTING
LVR LOUVER
MAINT MAINTENANCE
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MEP MECHANICAL, ELECTRICAL, PLUMBING
MEZZ MEZZANINE
MFR MANUFACTURER
MIN MINIMUM
MIRR MIRROR
MISC MISCELLANEOUS
MJ MASONRY EXPANSION JOINT
MO MASONRY OPENING
MTD MOUNTED
MTL METAL
N NORTH
NA NOT APPLICABLE
NC NOISE CRITERIA
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NRC NOISE REDUCTION…
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