FSB2020-270-00 - WI-ANG - 3-Bay Hangar - Addendum 003 Combined Drawings.pdf
PDF 8 MB Posted
- Attached to
- F-35 THREE BAY SPECIALIZED HANGAR
- Solicitation number
- W50S9F-22-B-0001
- Issued by
-
Department of the Army National Guard
About this file
This document summarizes an unrestricted invitation for bid to construct a new three-bay hangar facility at Dane County Regional Airport - Truax Field in Madison, Wisconsin. The project scope includes demolishing an existing building and constructing a 31,000 square foot hangar with three bays to support F-35 operations, along with associated shop and administrative spaces. The facility will accommodate fuel cell operations, indoor washing, squadron-level surface coating, and weapons load training. Two options are included for a paint/mix addition and aircraft-rated pavement. The bid opening will be conducted according to FAR Subpart 14.4. Interested bidders must register in SAM and the solicitation is available on SAM.gov. The contract duration is 550 days from notice to proceed. The estimated value is between $25-100 million. The NAICS code is 236220 and the size standard is $39.5 million.
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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:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin
Ai r N at io na l G ua rd
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DECEMBER 23, 2021
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6/14 /2022 5: 13:36 PM
SHEET INDEX
G-002
JBC
JRT/JBC
MP
SHEET INDEX
NUMBER TITLE
P-701 PLUMBING SCHEDULES
MECHANICAL
M-001 LEGEND & ABBREVIATIONS
MD101 COMPOSITE HVAC DEMO PLAN
MH101 COMPOSITE HVAC FLOOR PLAN
MH102 PARTIAL HVAC FLOOR PLAN - SECTOR ONE
MH103 PARTIAL HVAC FLOOR PLAN - SECTOR TWO
MH104 COMPOSITE HVAC ROOF PLAN
MH105 PARTIAL HVAC ROOF PLAN - SECTOR ONE
MH106 PARTIAL HVAC ROOF PLAN - SECTOR TWO
MP101 COMPOSITE PIPING FLOOR PLAN
MP102 PARTIAL PIPING FLOOR PLAN - SECTOR ONE
MP103 PARTIAL PIPING FLOOR PLAN - SECTOR TWO
M-301 SECTIONS
M-302 SECTIONS
M-303 SECTIONS
M-304 SECTIONS
M-305 SECTIONS
M-306 SECTIONS
M-307 SECTIONS
M-308 SECTIONS
M-309 SECTIONS
M-310 SECTIONS
M-311 SECTIONS
M-312 SECTIONS
M-401 ENLARGED PLANS
M-402 ENLARGED PLANS
M-403 ENLARGED PLANS
M-404 ENLARGED PLANS
M-501 DETAILS
M-502 DETAILS
M-503 DETAILS
M-504 DETAILS
M-505 DETAILS
M-506 DETAILS
M-601 FLOW DIAGRAM
M-602 FLOW DIAGRAM
M-701 SCHEDULES
M-702 SCHEDULES
M-703 SCHEDULES
M-801 CONTROLS
M-802 CONTROLS
M-803 CONTROLS
M-804 CONTROLS
M-805 CONTROLS
M-806 CONTROLS
M-807 CONTROLS
M-808 CONTROLS
M-809 CONTROLS
M-810 CONTROLS
M-811 CONTROLS
M-812 CONTROLS
M-813 CONTROLS
ELECTRICAL
E-001 LEGEND, ABBREVIATIONS, & MOUNTING HEIGHT DETAIL
ES101 ELECTRICAL SITE PLAN
EH101 ELECTRICAL HAZARDOUS AREAS PLAN
EG101 ELECTRICAL GROUNDING PLAN
EG102 ELECTRICAL LIGHTNING PROTECTION PLAN
EG501 ELECTRICAL GROUNDING AND LIGHTNING PROTECTION DETAILS
EG502 ELECTRICAL GROUNDING AND LIGHTNING PROTECTION DETAILS
EG601 ELECTRICAL GROUNDING ONE-LINE DIAGRAM
ED101 ELECTRICAL DEMOLITION PLAN
EP101 ELECTRICAL POWER PLAN SECTOR ONE
EP102 ELECTRICAL POWER PLAN SECTOR TWO
EP103 ELECTRICAL POWER PLAN - ROOF PLAN
EP401 ELECTRICAL ENLARGED PLANS
EP501 ELECTRICAL POWER DETAILS
EP601 ELECTRICAL ONE-LINE DIAGRAMS
EP701 ELECTRICAL PANEL SCHEDULES
EP702 ELECTRICAL PANEL SCHEDULES
EL101 ELECTRICAL LIGHTING PLAN SECTOR ONE
EL102 ELECTRICAL LIGHTING PLAN SECTOR TWO
EL501 ELECTRICAL LIGHTING DETAILS
EL502 ELECTRICAL LIGHTING FIXTURE DETAILS
EL503 ELECTRICAL LIGHTING FIXTURE DETAILS
EL601 ELECTRICAL LIGHTING FIXTURE SCHEDULE
TELECOMMUNICATIONS
ET101 TELECOMMUNICATION PLAN SECTOR ONE
ET102 TELECOMMUNICATION PLAN SECTOR TWO
ET501 TELECOMMUNICATION DETAILS
ET601 TELECOMMUNICATIONS RISER DIAGRAM
TY101 TELECOMMUNICATION SECURITY PLAN SECTOR ONE
TY102 TELECOMMUNICATION SECURITY PLAN SECTOR TWO
TY103 SPECIAL SYSTEMS PAGING PLAN SECTOR ONE
TY104 SPECIAL SYSTEMS PAGING PLAN SECTOR TWO
TY501 SPECIAL SYSTEMS DETAILS
TY601 SPECIAL SYSTEM RISER DIAGRAMS
SHEET INDEX
NUMBER TITLE
SF701 FOUNDATION PLAN, SLAB PLAN, FRAMING PLAN, DETAILS - BID OPTION 1
ARCHITECTURAL
A-001 ABBREVIATIONS AND SYMBOLS
A-002 PARTITION TYPES
A-003 AIR BARRIER PLAN
A-004 AIR BARRIER SECTIONS
AD-101 COMPOSITE DEMOLITION PLAN
A-100 COMPOSITE FLOOR PLAN
A-101 ROOM DIMENSION PLAN - SECTOR ONE
A-102 ROOM DIMENSION PLAN - SECTOR TWO
A-103 PARTIAL FLOOR PLAN - SECTOR ONE
A-104 PARTIAL FLOOR PLAN - SECTOR TWO
A-140 ROOF PLAN
A-150 COMPOSITE REFLECTED CEILING PLAN
A-151 PARTIAL REFLECTED CEILING PLAN - SECTOR ONE
A-152 PARTIAL REFLECTED CEILING PLAN - SECTOR TWO
A-155 CEILING & ROOF DETAILS
A-201 BUILDING ELEVATIONS
A-202 BUILDING ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-303 WALL SECTIONS
A-304 WALL SECTIONS
A-305 WALL SECTIONS
A-306 WALL SECTIONS
A-307 WALL SECTIONS
A-401 ENLARGED PLANS
A-402 INTERIOR ELEVATIONS
A-403 INTERIOR ELEVATIONS & CASEWORK SECTIONS
A-500 DETAILS
A-501 DETAILS
A-502 DETAILS
A-503 DETAILS
A-505 PLAN DETAILS
A-506 PLAN DETAILS
A-510 ISOMETRIC EXPANSION JOINT
A-511 ISOMETRIC EXPANSION JOINT
A-600 DOOR SCHEDULE
A-601 WINDOW ELEVATIONS
A-602 ROOM FINISH SCHEDULE & FINISH MATERIALS SCHEDULE
A-701 COMPOSITE FLOOR PLAN, ROOF PLAN, ELEVATIONS, WALL SECTION &
DETAILS - BID OPTION 1
A-702 FLOOR FINISH PLAN, ROOM FINISH SCHEDULE- BID OPTION 1
INTERIORS
IN-101 PARTIAL FLOOR FINISH PLAN - SECTOR ONE
IN-102 PARTIAL FLOOR FINISH PLAN - SECTOR TWO
IN-103 INTERIOR FINISH DETAILS
IF-101 PARTIAL FURNITURE & EQUIPMENT PLAN - SECTOR ONE
IF-102 PARTIAL FURNITURE & EQUIPMENT PLAN - SECTOR TWO
IG-101 PARTIAL SIGNAGE PLAN - SECTOR ONE
IG-102 PARTIAL SIGNAGE PLAN - SECTOR TWO
IG-500 SIGNAGE DETAILS
IG-501 SIGNAGE MOUNTING HEIGHTS
IG-600 SIGNAGE SCHEDULE
FIRE PROTECTION
F-001 FIRE PROTECTION LEGEND & ABBREVIATIONS AND SCHEMATIC PIPING
DIAGRAM
FX101 FIRE SUPPRESSION PLAN - SECTOR 1
FX102 FIRE SUPPRESSION PLAN - SECTOR 2
FX401 ENLARGED FIRE SUPPRESSION PLANS
FA101 FIRE ALARM & MASS NOTIFICATION SYSTEM PLAN - SECTOR 1
FA102 FIRE ALARM & MASS NOTIFICATION SYSTEM PLAN - SECTOR 2
FA401 ENLARGED FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN - FP
ROOM 125
FA501 FIRE ALARM - TRENCH DRAIN OUTFALL CONTAINMENT & VALVE
MONITORING PANEL
FA601 FIRE ALARM & MASS NOTIFICATION SYSTEM RISER DIAGRAM
FA701 FIRE ALARM & MASS NOTIFICATION SYSTEM INPUT / OUTPUT MATRIX
FC101 RELEASING SYSTEM PLAN - SECTOR 1
FC102 RELEASING SYSTEM PLAN - SECTOR 2
FC601 RELEASING SYSTEM RISER DIAGRAM
FC701 RELEASING SYSTEM INPUT / OUTPUT MATRIX
PLUMBING
P-001 LEGEND & ABBREVIATIONS
PD101 PLUMBING DEMOLITION PLAN
P-100 COMPOSITE UNDERFLOOR PLUMBING PLAN
P-101 UNDERFLOOR PLUMBING PLAN SECTOR ONE
P-102 UNDERFLOOR PLUMBING PLAN SECTOR TWO
P-110 COMPOSITE GROUND FLOOR PLUMBING PLAN
P-111 GROUND FLOOR PLUMBING PLAN SECTOR ONE
P-112 GROUND FLOOR PLUMBING PLAN SECTOR TWO
P-120 COMPOSITE ROOF PLUMBING PLAN
P-121 BID OPTION 1 PLANS
P-401 ENLARGED PLANS
P-501 DETAILS
P-601 COMPRESSED AIR FLOW DIAGRAM
SHEET INDEX
NUMBER TITLE
GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
G-101 LIFE SAFETY PLAN
G-102 CODE SUMMARY
CIVIL
C-100 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
C-402 TYPICAL SECTION AND PAVEMENT DETAILS
C-403 FENCING DETAILS
C-404 JOINTING PLAN
C-405 PAVEMENT JOINTING DETAILS
C-406 JOINT STAKING PLAN
C-501 GRADING PLAN
C-502 GRADING PLAN-EAST OLI PAVEMENT
C-601 UTILITY PLAN
C-602 DRAINAGE SCHEDULE & DETAILS
C-603 DRAINAGE DETAILS
C-604 SANITARY SCHEDULE & DETAILS
C-605 SANITARY DETAILS
C-606 SANITARY - OIL WATER SEPERATOR DETAILS
C-607 WATER DETAILS
C-608 WATER DETAILS
STRUCTURAL
S-001 GENERAL NOTES
S-002 FALL ARREST DIAGRAM
S-003 TYPICAL DETAILS
S-004 BASE PLATE DETAILS
S-005 TYPICAL DETAILS-MASONRY
S-006 TYPICAL DETAILS-FRAMING
S-007 TYPICAL DETAILS-GIRTS
S-008 WIND DIAGRAM
S-009 SNOW DIAGRAM
S-010 ISOMETRIC
S-011 ISOMETRIC W/BID OPTION
S-012 SPECIAL INSPECTION TABLES
S-013 SPECIAL INSPECTION TABLES
SB101 FOUNDATION PLAN - COMPOSITE
SB102 FOUNDATION PLAN - SECTOR ONE
SB103 FOUNDATION PLAN - SECTOR TWO
SB104 SLAB AND WALL PLAN - COMPOSITE
SB105 SLAB AND WALL PLAN - SECTOR ONE
SB106 SLAB AND WALL PLAN - SECTOR TWO
SB501 FOUNDATION DETAILS
SB502 FOUNDATION DETAILS
SB503 FOUNDATION DETAILS
SF101 LOW ROOF FRAMING PLAN - COMPOSITE
SF102 LOW ROOF FRAMING PLAN - SECTOR ONE
SF103 LOW ROOF FRAMING PLAN - SECTOR TWO
SF104 HIGH ROOF FRAMING PLAN - COMPOSITE
SF105 HIGH ROOF FRAMING PLAN - SECTOR ONE
SF106 HIGH ROOF FRAMING PLAN - SECTOR TWO
SF201 FRAMING ELEVATIONS
SF202 FRAMING ELEVATIONS
SF203 FRAMING ELEVATIONS
SF204 FRAMING ELEVATIONS
SF205 FRAMING ELEVATIONS
SF206 FRAMING ELEVATIONS
SF207 FRAMING ELEVATIONS
SF208 FRAMING ELEVATIONS
SF209 FRAMING ELEVATIONS
SF210 FRAMING ELEVATIONS
SF211 CMU SHEAR WALL ELEVATIONS
SF401 ENLARGED PLANS
SF402 ENLARGED PLANS
SF501 FRAMING DETAILS
SF502 FRAMING DETAILS
SF503 FRAMING DETAILS
SF504 FRAMING DETAILS
SF505 FRAMING DETAILS
SF506 FRAMING DETAILS
SF507 FRAMING DETAILS
SF508 FRAMING DETAILS
1 ADDENDUM 1 04/22/2022
2 ADDENDUM 3 06/14/2022
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
OKLAHOMA CITY
OK
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0 15' 30' 60' N
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r 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
DECEMBER 23, 2021
LDH
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
TOPOGRAPHIC SURVEY
C-100
LDH
HLE
SURVEY WAS PERFORMED BY
KL ENGINEERING IN JUNE AND
OCTOBER OF 2020.
JUNE 14, 2022
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PROPOSED PCC
PAVEMENT,
1,468 S.Y.
EXISTING PCC
PAVEMENT
F-35 3-BAY
SPECIALIZED
HANGAR
PROPOSED
AIRSIDE
BITUMINOUS
PAVEMENT (OLI 2),
1413 S.Y.
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING PCC
PAVEMENT
PROPOSED LANDSIDE
BITUMINOUS
PAVEMENT, 2,218 S.Y.
PROPOSED MARKING,
80 L.F.
PROPOSED 10' CHAIN
LINK FENCE WITH
VISUAL SLATS, 197 L.F.
PROPOSED DROP BEAM
BARRIER WITH KEYPAD AND
REMOTE ACROSS MITCHELL ST.
PROPOSED
SIDEWALK,
544 S.F.
PROPOSED LANDSIDE
BITUMINOUS PAVEMENT,
(OLI 1), 259 S.Y.
PROPOSED LANDSIDE
BITUMINOUS PAVEMENT, 175 S.Y.
PROPOSED LANDSIDE
BITUMINOUS PAVEMENT, 112 S.Y.
PROPOSED DOUBLE
SWING GATE 20 L.F.
OPENING
INTRUSION DETECTION CABLES
AND GAP SENSORS TO BE
REMOVED AND REPLACED,
SPLICING WILL NOT BE ALLOWED.
WORK TO BE COORDINATED WITH
ADVANTOR.
PROPOSED LANDSIDE
BITUMINOUS PAVEMENT,
143 S.Y.
PROPOSED 10' POST
AND PANEL WALL,
3 - 12' SECTIONS = 36 L.F.
PROPOSED 2' MOW
STRIP, TYP.
5'x5'
STOOP
5'x5'
STOOP
5'x5'
STOOP
PROPOSED
SIDEWALK, 1,087 S.F.
5'x8'
STOOP
(BASE BID)
PROPOSED SIDEWALK
(OLI 1), 141 S.F.
6'-10" x 10'-11"
MECHANICAL
PAD
2' MOW STRIP (BASE
BID), REMOVE FOR OLI 1
2' MOW STRIP (BASE
BID), REMOVE FOR OLI 1
2' MOW STRIP (OLI 1)
PAINT
BOOTH
(O
LI
1)1
4546 47
52 53
58 59 60
77 78
FEDERAL AVIATION
ADMINISTRATION CABLE IN THIS
AREA, APPROXIMATELY 24" DEEP.
THIS CABLE CANNOT BE SPLICED
IF CUT AND WOULD NEED
REPLACED ITS ENTIRE LENGTH.
PROPOSED
LANDSIDE
BITUMINOUS
PAVEMENT (OLI 2),
3,060 S.Y.
0 15' 30' 60' N
EXISTING PROPOSED LEGEND
BITUMINOUS PAVEMENT
PCC PAVEMENT
PCC SIDEWALK
WATER
ELECTRIC
GAS
COMMUNICATION
STORM
FENCE
STORM/SANITARY STRUCTURE
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r 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
DECEMBER 23, 2021
LDH
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
C-401
LDH
HLE
SS
ADDENDUM 2 06/08/20221
OLI - OPTIONAL LINE ITEM
ADDENDUM 3 06/14/20222
AutoCAD SHX Text
SEE UTILITY PLAN FOR PROPOSED UTILITY INFORMATION
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r 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
DECEMBER 23, 2021
LDH
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
TYPICAL SECTION AND
PAVEMENT DETAILS
HLE
LDH
C-402
ADDENDUM 2 06/08/20221
4' 4'
ADDENDUM 3 06/14/20222
AutoCAD SHX Text
VARIES (SEE STAKING PLAN)
AutoCAD SHX Text
AutoCAD SHX Text
TYPICAL APRON SECTION
AutoCAD SHX Text
1. PROPOSED 12 INCH PCC PAVEMENT PROPOSED 12 INCH PCC PAVEMENT 2. PROPOSED 12 INCH STONE PROPOSED 12 INCH STONE 3. PROPOSED COMPACTED SUBGRADE OR FILL MATERIALPROPOSED COMPACTED SUBGRADE OR FILL MATERIAL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
%%U SIDEWALK/STOOP/MOW STRIP CROSS SECTION DETAIL
AutoCAD SHX Text
VARIES
AutoCAD SHX Text x
AutoCAD SHX Text
VARIES
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text
VARIES
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text WITH 6x6-2.9x2.9 W.W.F.
AutoCAD SHX Text
PROPOSED CONCRETE SIDEWALK
AutoCAD SHX Text
%%UNOTES
AutoCAD SHX Text
1. JOINTS SHALL BE SPACED AT 6' MAX SPACING OR AS SPECIFIED. JOINTS SHALL BE SPACED AT 6' MAX SPACING OR AS SPECIFIED. 2. JOINTS SHALL BE CONTRACTION JOINTS. EXPANSION JOINTS WITH 1/2" PREFORMED JOINTS SHALL BE CONTRACTION JOINTS. EXPANSION JOINTS WITH 1/2" PREFORMED EXPANSION MATERIAL SHALL BE SPACED AT 36' MAX. INTERVALS. 3. 1/2" PREFORMED JOINT FILLER TO BE USED IN ALL LOCATIONS WHERE 1/2" PREFORMED JOINT FILLER TO BE USED IN ALL LOCATIONS WHERE SIDEWALK IS ADJACENT TO EXISTING PAVEMENT.
AutoCAD SHX Text
6 INCH AGGREGATE BASE COURSE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text POLYETHYLENE OR POLYESTER TAPE (3 MIL. MIN.) OR MARKING TAPE, RUBBER TAPE, 1/8" WIDER THAN WIDTH OF JOINT.
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
NEW PCC PAVEMENT
AutoCAD SHX Text
NEW PCC SIDEWALK
AutoCAD SHX Text
SEE SEALANT DETAIL 1
AutoCAD SHX Text
AGGREGATE BASE COURSE
AutoCAD SHX Text
%%UDETAIL 1 - SEALANT
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1/4" MAX. BELOW PAVEMENT
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1/4" RADIUS OR CHAMFER
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SILICONE SEALANT 1 ± 1/8" DEPTH
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PREFORMED JOINT FILLER, ASTM 1751
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BOND BREAKER
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2.0% AND VARIES
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PAVEMENT SECTION - ASPHALT - AIRSIDE
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1. PROPOSED 2" BITUMINOUS SURFACE COURSE 2. PROPOSED TACK COAT 3. PROPOSED 3" BITUMINOUS BASE COURSE 4. PROPOSED BITUMINOUS PRIME COAT 5. PROPOSED 12" AGGREGATE BASE COURSE 6. PROPOSED COMPACTED SUBGRADE OR FILL MATERIAL
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AutoCAD SHX Text
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2.0% AND VARIES
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PAVEMENT SECTION - ASPHALT - LANDSIDE
AutoCAD SHX Text
1. PROPOSED 2" BITUMINOUS SURFACE COURSE 2. PROPOSED TACK COAT 3. PROPOSED 2" BITUMINOUS BASE COURSE 4. PROPOSED BITUMINOUS PRIME COAT 5. PROPOSED 12" AGGREGATE BASE COURSE 6. PROPOSED COMPACTED SUBGRADE OR FILL MATERIAL
AutoCAD SHX Text
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EXISTING MITCHELL STREET PAVEMENT SECTION
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1. 4" ASPHALT PAVEMENT 4" ASPHALT PAVEMENT 2. 15" AGGREGATE BASE COURSE15" AGGREGATE BASE COURSE
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EXISTING BID OPTION 2 ASPHALT PAVEMENT SECTION
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1. 5" ASPHALT PAVEMENT 5" ASPHALT PAVEMENT 2. 12" AGGREGATE BASE COURSE12" AGGREGATE BASE COURSE
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EXISTING PCC APRON PAVEMENT SECTION
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1. 12" PCC PAVEMENT 12" PCC PAVEMENT 2. 12" AGGREGATE BASE COURSE12" AGGREGATE BASE COURSE
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FILLED WITH CONCRETE, SMOOTH DOMED TOP
AutoCAD SHX Text 6" BOLLARD POST - IN ACCORDANCE WITH WISDOT MEETING REFLECTIVITY REQUIREMENTS OF MUTCD AND ATSSA
AutoCAD SHX Text
PAVEMENT SURFACE
BOLLARD
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
T
T
T
TTTTTT
UT
TEL
UT
UT
AG
EXISTING PCC
PAVEMENT
F-35 3-BAY
SPECIALIZED
HANGAR
PROPOSED
BITUMINOUS
PAVEMENT (OLI)
PROPOSED PCC
PAVEMENT
0 5' 10' 20'
N
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r 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
DECEMBER 23, 2021
LDH
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
JOINTING PLAN
C-404
LDH
HLE
PROPOSED LEGEND
THICKENED EDGE EXPANSION JOINT/SIDEWALK EXPANSION JOINT
DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
CONTRACTION JOINT
REINFORCED CONCRETE SLABS
NOTES:
1. ALL SLAB REINFORCING TO BE 12" X 12"- W5 X W5, WITH 65,000 PSI YIELD
STRENGTH. WIRE SIZE AND SPACING MAY BE ALTERED AS LONG AS A MINIMUM OF
0.048 SQUARE INCHES PER FOOT IS PROVIDED.
2. EDGE SPACING FOR THE WELDED WIRE FABRIC TO BE THREE (3) INCHES. A
MINIMUM OF THREE (3) WIRES ARE TO BE PROVIDED IN ANY ONE DIRECTION IN
EACH SLAB.
ADDENDUM 3
1 06/14/2022
AutoCAD SHX Text
MATCH EXISTING JOINT SPACING
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PROPOSED PCC SIDEWALK
AutoCAD SHX Text
PROPOSED STORM
AutoCAD SHX Text
EXISTING STORM
AutoCAD SHX Text
PROPOSED STORM
AutoCAD SHX Text
PROPOSED PCC SIDEWALK
AutoCAD SHX Text
PROPOSED PCC SIDEWALK
PROPOSED PCC SIDEWALK (OLI)
SS
EEEEE
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
GGGGGGGGG
G
G G
G G
GG
G
G G
G
G
G
G
G
G
G G
G G
G
G
G
G
SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SANSAN
SAN
SAN
SAN SAN
SAN
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
T
T
T
T
TT
T
T
T
T
T
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
WWWWW WV
WV
WVWV WV
WV
TEL
WV
TEL
WV
UT
UT
UT
WV
TEL
WV
UT
UT
UT
GV
GVGTST
WV
TEL
WV
WV
A/C A/C EL
SAN
AG
WV
AG
UT
UT
UT
SAN
SAN
SAN
GTST
WV
SS
WV
WV
WVWV
SAN
SAN
VENT
UT UT
A/C
UT
A/C
BORE
AG
SSSSSSSS
EXISTING 18" RCP TO REMAIN
SS
SS
W W
W W
W
W
W
W
W
W
W
W
W
W W W
SS
SSEX
IS
TI
N G
2"
R C
P
TO
R
EM
AI
N
W
W
EXISTING PCC
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BUILDINGS1a
S1
S3
S4
S5
S6c
S8
S7
S16
S13
INTRUSION DETECTION CABLES
AND GAP SENSORS TO BE
REMOVED AND REPLACED,
SPLICING WILL NOT BE ALLOWED.
WORK TO BE COORDINATED WITH
ADVANTOR.
PROPOSED COMMUNICATION LINE PER
BUILDING REQUIREMENTS, 235 L.F.
PROPOSED 3" DOMESTIC WATER
LINE PER BUILDING REQUIREMENTS,
49 L.F.
PROPOSED 12" DUCTILE IRON FIRE
PROTECTION SUPPLY PER BUILDING
REQUIREMENTS, 64 L.F.
PROPOSED 2" NATURAL GAS LINE PER
BUILDING REQUIREMENTS, 111 L.F.
PROPOSED GROUND ROD
(TYP.), 6 EACH
PROPOSED ELECTRICAL,
COORDINATE WITH MADISON
GAS AND ELECTRIC
PROPOSED HYDRANT AND
WATER CONNECTION
PROPOSED HYDRANT
AND WATER
CONNECTION
PROPOSED
HYDRANT AND
WATER CONNECTION
PROPOSED
HYDRANT AND
WATER CONNECTION
S6aS6b
S7a
S7b
S11
S12
S9a S9b S10a
S10b S10c
S10d
PROPOSED ELECTRICAL
TRANSFORMER,
COORDINATE WITH MADISON
GAS AND ELECTRIC
PROPOSED ELECTRICAL
TRANSFORMER,
COORDINATE WITH MADISON
GAS AND ELECTRIC T1a
T1c T2a
T3a
T3b
T4a
T4b
T5
T6a
T6b T7
T9
S2
S15
T8
S14
S10S9
PROPOSED ELECTRIC DROP BEAM
BARRIER (34' OPENING) ACROSS
MITCHELL ST.
T1d
T1e
F-35 3-BAY
SPECIALIZED
HANGAR
S17
UPSTREAM JET FUEL
RESISTANT KNIFE GATE VALVE
L1b
L1a
S6d
L2
FEDERAL AVIATION
ADMINISTRATION CABLE IN THIS
AREA, APPROXIMATELY 24" DEEP.
THIS CABLE CANNOT BE SPLICED
IF CUT AND WOULD NEED
REPLACED ITS ENTIRE LENGTH.
ADDITIONAL PAVEMENT TO BE
REMOVED FOR UTILITY
REMOVAL OR INSTALLATION
SHALL BE REPLACED IN KIND.
T1b
"L" DRAINAGE
STRUCTURES ARE
ASSOCIATED WITH OLI
AWARD, SEE SCHEDULE
T4c
T4d
HYDRANT TO
BE 30" MAX
PROPOSED HYDRANT AND
WATER CONNECTION
FIRE DEPARTMENT
CONNECTION
POST INDICATOR VALVE
WITH TAMPER SWITCH
3/4" CONDUIT FOR TAMPER
SWITCH SIGNAL WIRING 2 - 1" CONDUITS FROM ELECTRICAL
ROOM TO DROP BEAM BARRIER
DOWNSTREAM JET FUEL
RESISTANT KNIFE GATE VALVE
0 15' 30' 60'
N
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r 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
DECEMBER 23, 2021
LDH
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
UTILITY PLAN
C-601
LDH
HLE
EXISTING PROPOSED LEGEND
WATER
ELECTRIC
GAS
COMMUNICATION
STORM
SANITARY
STORM/SANITARY STRUCTURE
SS
SAN
ADDENDUM 3
1 06/14/2022
NOTES: 1. FOR ADDITIONAL INFORMATION SEE UTILITY DETAIL SHEETS. FOR ADDITIONAL INFORMATION SEE UTILITY DETAIL SHEETS. 2. ALL WORK PERFORMED SHALL BE IN CONFORMANCE WITH APPLICABLE UFCS, LOCAL UTILITY CODES AND WIDOT ALL WORK PERFORMED SHALL BE IN CONFORMANCE WITH APPLICABLE UFCS, LOCAL UTILITY CODES AND WIDOT REQUIREMENTS. 3. THE DROP BEAM CRASH BARRIER SHALL BE INCLUDED ON THE DEPARTMENT OF DEFENSE ANTI-RAM VEHICLE THE DROP BEAM CRASH BARRIER SHALL BE INCLUDED ON THE DEPARTMENT OF DEFENSE ANTI-RAM VEHICLE BARRIER LIST. THE SYSTEM SHALL BE ELECTRIC AND HAVE REMOTE AND KEY PAD ACCESS FOR TRAFFIC FROM THE EAST. FOR TRAFFIC ACCESS FROM THE WEST A DETECTOR LOOP SHOULD BE PROVIDED TO AUTOMATICALLY RAISE THE BARRIER ARM. 4. THE GAS LINE WILL NEED TO ACCOMMODATE 5 PSI PRESSURE AND 5,808 MBH LOAD. A 5M ROTARY METER PER THE GAS LINE WILL NEED TO ACCOMMODATE 5 PSI PRESSURE AND 5,808 MBH LOAD. A 5M ROTARY METER PER MG&E SPECIFICATION WILL BE REQUIRED. 5. THE KNIFE GATE VALVES SHALL BE JET FUEL RESISTANT. THE KNIFE GATE VALVES SHALL BE JET FUEL RESISTANT. 5.1. THE UPSTREAM VALVE SHALL HAVE A MANUAL SHUT OFF WITH POSITION MONITORING SYSTEM CONNECTED TO THE UPSTREAM VALVE SHALL HAVE A MANUAL SHUT OFF WITH POSITION MONITORING SYSTEM CONNECTED TO CONTAINMENT SYSTEM CONTROL PANEL. 5.2. THE DOWNSTREAM VALVE HALL HAVE A MANUAL, REMOTE SHUT OFF, TO BE ACTIVATED IN CASE OF FUEL SPILL, THE DOWNSTREAM VALVE HALL HAVE A MANUAL, REMOTE SHUT OFF, TO BE ACTIVATED IN CASE OF FUEL SPILL, WITH POSITION MONITORING SYSTEM CONNECTED TO CONTAINMENT SYSTEM CONTROL PANEL. 6. INSTALL, FLUSH AND TEST DOMESTIC WATER/FIRE SERVICE LINE PER NFPA 24. ALSO FLUSH PER NFPA 20 AT INSTALL, FLUSH AND TEST DOMESTIC WATER/FIRE SERVICE LINE PER NFPA 24. ALSO FLUSH PER NFPA 20 AT 3,000 GPM WITHOUT THE USE OF THE FIRE PUMP. 225 PSI TEST PRESSURE FLUSH AT 10 FPS PER NFPA 24. TRANSITION TO 12" WELDED STAINLESS LEAD IN AT 5' OUTSIDE FIRE PROTECTION ROOM. MINIMUM DEPTH OF BURY IS 82" BELOW GRADE 7. THE LOCATION, TYPE AND SIZE OF EXISTING UNDERGROUND AND/OR ABOVE GROUND UTILITIES ARE APPROXIMATE. THE LOCATION, TYPE AND SIZE OF EXISTING UNDERGROUND AND/OR ABOVE GROUND UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE RESPECTIVE UTILITIES TO BE LOCATED PRIOR TO CONSTRUCTION. IN THE EVENT OF AN UNEXPECTED UTILITY INTERFERENCE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY, THE ARCHITECT, AND THE OWNER'S REPRESENTATIVE. ANY DAMAGE TO A SERVICE OR MAIN SHALL BE RESTORED AT ONCE AT NO ADDITIONAL COST TO THE CONTRACT. 8. ANY CONFLICTS WITH PROPOSED CONSTRUCTION AND UTILITIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION ANY CONFLICTS WITH PROPOSED CONSTRUCTION AND UTILITIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 9. WARNING TAPES SHALL BE PLACED ABOVE UTILITIES 1 FOOT BELOW GRADE. WARNING TAPES SHALL BE PLACED ABOVE UTILITIES 1 FOOT BELOW GRADE. 10. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, UNLESS NOTED OTHERWISE, INCLUDING THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, UNLESS NOTED OTHERWISE, INCLUDING PROVIDING ANY FINANCIAL SURETIES REQUIRED AS PART OF ANY PERMIT. 11. UTILITIES SHALL BE FURNISHED BY THE UTILITY PROVIDER, BUT INSTALLED BY THE GENERAL CONTRACTOR. UTILITIES SHALL BE FURNISHED BY THE UTILITY PROVIDER, BUT INSTALLED BY THE GENERAL CONTRACTOR. 12. EACH HYDRANT LOCATION SHALL HAVE 4 BOLLARDS, SEE DETAIL.EACH HYDRANT LOCATION SHALL HAVE 4 BOLLARDS, SEE DETAIL.
J
GFEC
C
B
B
MK LD
H
8C1
SF209
D1
SF210
W
X3
W18X35 W18X40
W18X35
W
X4
W18X35 W21X44
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X4
W
X4
W
X4
W12X14
W 10X22
W10X12
14'-2 3/8" 5'-10 3/4" 2'-8 1/4"
10'-10 5/8" 25'-8 1/8" 35'-2 3/4" 2'-11"
20'-6" 20'-8" 20'-6"
3' -1
0"
9' -9
'-7
'-6
'-0
'-1
0"
'-4
/4
9' -0
'-0
/8
C1
SF202
C1
SF207
C1
SF206
C1
SF208
C4
SF402
W16X26
W
X2
W
X2
W
X2
W
X2
W
X2
W16X26
W
X2
W
X2
4'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-0" 5'-0" 5'-0" 4'-9 1/4"
4'-0 1/8"
5'-0" 3'-9" 3'-9 1/4"
1'-7 1/4"
2'-11"
W
X2
W
X4
W
X4
W
X4
W
X4
W
X4
W
X4
W
X4
W
X4
W
X4
W
X4
W
X5
W
X1
W
X1
W
X1
W18X35
3'-8" 5'-0" 5'-0" 5'-3 1/2" 4'-3 1/2"
5'-2" 5'-3" 4'-0" 5'-0"
1'-3 1/8" 3'-8 7/8"
5'-0" 5'-0" 4'-0"
4'-3 1/8" 8 7/8" 5'-0" 4'-9 5/8"
3'-11 3/4"
3'-4 3/8" 4'-7 3/8" 4'-2 1/2"
4'-9 1/2"
2'-10 1/4"
3' -6
/8
7' -8
/2
7'
-9
/2
4 1/4"
C.2 G.6F.7B.7
4.3
3/4"
1 1/2"
2' -3
/2
3'
-6
3' -6
1/ 2"
4'-1 3/8"
4 1/2"
4'-6" 4'-6"
1'-6 1/8"
HVU-1
1500 LBS
RTU
2670 LBS
EF
72 LBS
2'-11"
W
X2
1'-4 5/8"
1'-1 3/8"
W16X26
W16X26 W16X26
W16X26
W
X3
BRACING
BR
AC
IN
G
BR
AC
IN
G
MATCHLINE
SEE A1 /
SF103
MATCHLINE
SEE A1 /
SF103
A1
SF206
A1
SF208
A1
SF207
A1
SF209
W
X2
CMU
WALL
STEEL
FRAMING
W
X2 21' -0
SF504
A3
SF502
C1
TYP
SF502
C2
TYP
SF507
A1
SF507
B5
TYP
PIPE RACK
(REFER ELEV)
GIRTS TYP
(REFER ELEV)
20'-1 1/8" 23'-10" 22'-0" 22'-6" 9'-0"
4'-9 1/4"
4'-0 1/8"
5'-0"
AT GRID 6
SF507
D5
SIM
W
X3
SF507
B3
SIM
SF507
B43 1/2"
DECK BRG
116'-8 1/8"
DECK BRG
116'-8 1/8"
EF
72 LBS
EF
72 LBS
1. PROVIDE BOTTOM FLANGE BRACES ON ALL PERIMETER ROOF
BEAMS AS SHOWN ON DETAILS.
2. ALL SUSPENDED MECHANICAL, ELECTRICAL AND FIRE
PROTECTION PIPES OR EQUIPMENT SHALL BE SUPPORTED BY
BEAMS. PROVIDE KICKERS AS NEEDED. ATTACHMENT TO
METAL DECK FROM BELOW IS NOT ALLOWED.
3. LOCATION AND WEIGHTS OF MECHANICAL EQUIPMENT SHOWN
ON PLAN ARE BASIS OF DESIGN. VERIFY WITH MECHANICAL
FOR ADDITIONAL INFORMATION. GC TO COORDINATE FINAL
LOCATION AND WEIGHT WITH SUPPORT REQUIREMENTS.
LOW ROOF FRAMING PLAN NOTES
2 MECHANICAL ROOF TOP UNIT OR MAKE UP AIR UNIT. REFER
TO MECHANICAL FOR UNIT SCHEDULING. GC TO COORD
FINAL LOCATION OF THE W8X18 SUPPLEMENTARY STEEL TO
SUPPORT UNIT CURBS ONCE FINAL UNITS HAVE BEEN
SELECTED. GC TO COORDINATE OPENINGS THRU ROOF OR
WALL AND PROVIDE ANGLE FRAMING FOR ROOF OPENING
AND COLD FORMED FRAMING AT WALL OPENINGS.
MECHANICAL EXHAUST FAN. REFER TO MECHANICAL
DRAWINGS FOR FAN SCHEDULING. PROVIDE ANGLE FRAME
AT EXHAUST FAN TO SUPPORT DUCT PENETRATION IN THE
DECK AND THE EXHAUST FAN CURB PER DETAIL .
GC TO COORD LOCATION OF ANGLE FRAME ONCE FINAL
UNIT SIZE AND LOCATION HAVE BEEN SELECTED.
A3 / S-002
1 ROOF DECKING
1.5B 20GA GALV ROOF DECK (33 KSI MIN) ATTACHED
WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT ALL
SUPPORTS AND AT PERIMETER. PROVIDE #10 TEK LAP
FASTENERS 20" OC.
4 PCA UNITS. PROVIDE STEEL FRAMING AS SHOWN ON
DETAIL . REFER TO MECHANICAL DRAWINGS
FOR UNIT SCHEDULING.
5 SKYLIGHTS AND SKYLIGHT OPENING FRAMING
6 CMU WALL BELOW. REFER TO FOUNDATION PLAN.
A1 / SF508
7 ROOF DECKING
1.5B 20GA GALV ROOF DECK (33 KSI MIN) ATTACHED
WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT ALL
SUPPORTS AND AT PERIMETER. PROVIDE #10 TEK LAP
FASTENERS 6" OC.
8 EXPANSION JOINT ALONG WALL
9 MECHANICAL GAS PIPE ANCHOR. REFER TO DETAIL
A4/SF101.
COORDINATE FINAL LOCATION AND HEIGHT WITH THE
MECHANICAL CONTRACTOR.
10 ROOF ACCESS HATCH. PROVIDE ROOF FRAMING
OPENING PER DETAIL A3/S-002.
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:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021N
N
PROJECT
KEYPLAN
A
PLAN TRUE
C :\U sers\ich\D o cum ents\M y R evit\02700_Stru_ih ortonXV Z5D
.rvt
6/13/2022 11:07 :38 AM
LOW ROOF FRAMING PLAN -
SECTOR ONE
SF102
TJD
GMR
GMR
SCALE: 1/8" = 1'-0"
LOW ROOF FRAMING PLAN - SECTOR ONEA1
0 4' 8' 16'
1/8" = 1'-0"
1 ADDENDUM 2 06/08/2022
2 ADDENDUM 3 06/14/2022
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
A G
G
F
F
E
E
C
CB
H
H
C1
SF205D3
SF210
W
X3
W
X3
W
X3
W
X3
W
X3
W12X26
W
X1
W12X26
W24X55
W
X3
W
X3
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22
C8X11.5
C8X11.5
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22 W10X22
W10X12
W10X12
7' -3
/8
'-0
/8
'-6
'-6
'-1
1/
8" 9'
-6
/8
'-6
'-6
/4
8' -9
/4
10'-10" 45'-1 1/2" 23'-10" 22'-0" 22'-6" 9'-0"
C1
SF201
C1
SF202
C1
SF204
A1
SF203
W24X55
W24X55
W24X55
W24X55
W24X55 W24X55
W16X26
W16X26
W16X26
W
X3
W16X26
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
A.3
A.3
DOAS
1805 LBS
MAU
6065 LBS CCU
1830 LBS
HUM
800 LBS
HUM
1000 LBS
PCA
3500 LBS
PCA
3500 LBS
CCU
1825 LBS
HUM
800 LBS
MAU
6065 LBS
HUM
800 LBS
2' -9
/8
4' -6
3' -2
/2
4' -6
5'
-0
4' -6
4'
-6
5' -0
5'
-0
4' -6
4'
-6
5' -0
5'
-0
4' -1
7/
8"
4' -0
/8
4'
-3
/2
4' -0
5'
-0
5' -0
5'
-0
5' -0
5'
-0
5' -0
1' -0
/8
2'
-1
1/ 8"
4' -0
4'
-7
/8
4'-1"
A1
SF508
A1
SF508
SIM
BRACING
BR
AC
IN
G
BR
AC
IN
G
BRACING
BRACING
W
X3
MATCHLINE
SEE A1 /
SF102
MATCHLINE
SEE A1 /
SF102
ABOVE
ABOVE
AB
O
VE
A
N D
BE
LO
W
A1
SF201
A1
SF202
A1
SF205
W
X3
CMU
WALL
ELEV
STEEL
FRAMING
ELEV
A1
SF203
OH
SF502
C2
SF502
C1
SF504
A3
SF507
B5
TYP
TYP
TYP
TYP
SF507
B5 TYP
SF504
B3
SF504
B5
PIPE RACKS
(REFER ELEV)
PIPE RACKS
(REFER ELEV)
PIPE RACKS
(REFER ELEV)
PIPE RACKS
(REFER ELEV)
GIRTS (REFER ELEV)
A1
SF211
'-4
'-4
SF502
A3
A1
SF210
1'-0"
1'-0"SF507
D5
SF507
B3
TYP
SF507
D5
SIM
SF507
C3
SF507
C4 TYP
UNO
SF507
C3SIM
SF507
D5 SIM
SF507
D5 SIM
D E
C K
BR
G
4'
-5
/8
D E
C K
BR
G
6'
-8
/8
DECK BRG
114'-7 1/4"
DECK BRG
116'-8 1/8"
MAU
690 LBS 2
SF-01 75 LBS
EF
72 LBS
1. PROVIDE BOTTOM FLANGE BRACES ON ALL PERIMETER ROOF
BEAMS AS SHOWN ON DETAILS.
2. ALL SUSPENDED MECHANICAL, ELECTRICAL AND FIRE
PROTECTION PIPES OR EQUIPMENT SHALL BE SUPPORTED BY
BEAMS. PROVIDE KICKERS AS NEEDED. ATTACHMENT TO
METAL DECK FROM BELOW IS NOT ALLOWED.
3. LOCATION AND WEIGHTS OF MECHANICAL EQUIPMENT SHOWN
ON PLAN ARE BASIS OF DESIGN. VERIFY WITH MECHANICAL
FOR ADDITIONAL INFORMATION. GC TO COORDINATE FINAL
LOCATION AND WEIGHT WITH SUPPORT REQUIREMENTS.
LOW ROOF FRAMING PLAN NOTES
2 MECHANICAL ROOF TOP UNIT OR MAKE UP AIR UNIT. REFER
TO MECHANICAL FOR UNIT SCHEDULING. GC TO COORD
FINAL LOCATION OF THE W8X18 SUPPLEMENTARY STEEL TO
SUPPORT UNIT CURBS ONCE FINAL UNITS HAVE BEEN
SELECTED. GC TO COORDINATE OPENINGS THRU ROOF OR
WALL AND PROVIDE ANGLE FRAMING FOR ROOF OPENING
AND COLD FORMED FRAMING AT WALL OPENINGS.
MECHANICAL EXHAUST FAN. REFER TO MECHANICAL
DRAWINGS FOR FAN SCHEDULING. PROVIDE ANGLE FRAME
AT EXHAUST FAN TO SUPPORT DUCT PENETRATION IN THE
DECK AND THE EXHAUST FAN CURB PER DETAIL .
GC TO COORD LOCATION OF ANGLE FRAME ONCE FINAL
UNIT SIZE AND LOCATION HAVE BEEN SELECTED.
A3 / S-002
1 ROOF DECKING
1.5B 20GA GALV ROOF DECK (33 KSI MIN) ATTACHED
WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT ALL
SUPPORTS AND AT PERIMETER. PROVIDE #10 TEK LAP
FASTENERS 20" OC.
4 PCA UNITS. PROVIDE STEEL FRAMING AS SHOWN ON
DETAIL . REFER TO MECHANICAL DRAWINGS
FOR UNIT SCHEDULING.
5 SKYLIGHTS AND SKYLIGHT OPENING FRAMING
6 CMU WALL BELOW. REFER TO FOUNDATION PLAN.
A1 / SF508
7 ROOF DECKING
1.5B 20GA GALV ROOF DECK (33 KSI MIN) ATTACHED
WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT ALL
SUPPORTS AND AT PERIMETER. PROVIDE #10 TEK LAP
FASTENERS 6" OC.
8 EXPANSION JOINT ALONG WALL
9 MECHANICAL GAS PIPE ANCHOR. REFER TO DETAIL
A4/SF101.
COORDINATE FINAL LOCATION AND HEIGHT WITH THE
MECHANICAL CONTRACTOR.
10 ROOF ACCESS HATCH. PROVIDE ROOF FRAMING
OPENING PER DETAIL A3/S-002.
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:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021N
N
PROJECT
KEYPLAN
A
PLAN TRUE
C :\U sers\ich\D o cum ents\M y R evit\02700_Stru_ih ortonXV Z5D
.rvt
6/13/2022 11:02 :19 AM
LOW ROOF FRAMING PLAN -
SECTOR TWO
SF103
TJD
GMR
GMR
SCALE: 1/8" = 1'-0"
LOW ROOF FRAMING PLAN - SECTOR TWOA1
0 4' 8' 16'
1/8" = 1'-0"
1 ADDENDUM 2 06/08/2022
2 ADDENDUM 3 06/14/2022
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
MAIN FRAME
BEAM
(REF PLAN)
W8 ADDITIONAL
SUPPORT FOR POST
OFFSET MAIN
FRAMING BEAM
(BELOW)
W8X24
W8X24
W 8X
W 8X
PIPE 3 STD
TYP W/ MFR
GC TO COORD
W / M
FR
G C
T O
C O
O R
D
SF508
A2 TYP
A3
SF508
TYP
NOTE: FRAMING DIMENSIONS SHOWN ON PLAN ARE BASED ON
ASSUMED SIZE OF MECHANICAL EQUIPMENT. ALL DIMENSIONS
AND ELEVATIONS WILL NEED TO BE COORDINATED WITH THE
ACTUAL EQUIPMENT ONCE IT IS SELECTED.
BEAM (REF PLAN)
PIPE 3 STD
METAL DECK (REF PLAN)
W8X24
3' -0
" M
AX1 1/2"
6" 6"
3 1/4"
1/2" PL
3/8" GUSSET PL
3/16
TYP
6"
3/16 3/16
COORD FINAL ELEV
PCA (REF MECH)
3/8"X5 1/2"X5" SHEAR PL
W/ (2)3/4" DIA GR A325
W8X18
1 1/2" 6" 6" 3 1/4"
TY
P
1/
2"
1/
2"
6" 6"
1/
4"
1/
2"
1/2" PL W/ (4) 5/8"
DIA BOLT AT EACH
BEAM CONNX
W8 FLANGE ABOVE
PIPE BELOW
3/8" GUSSET PL BELOW
5/16
PIPE TO PL
BELOW
3/16
3/16 PL TO PL
BELOW
SF508
B3
SF508
B3
TYPE A
TYPE B
2"x10"x1/4" PL w/ (2)
A325-N BOLTS TYP
HSS2X2X1/8
POST TYP
HSS REFER
ELEV TYP
W SHAPE BEAM
REFER ELEV
PIPING REFER
PLUMBING TYP
3/16
3 SIDES
TYP
COPE HSS TO FIT
TO W-BEAM AS
REQUIRED
GRID
L7X4X3/8X0'-7" SIM
CONNX BEYOND
REFER C1 / SF508
TYP
HSS REFER ELEV
TYP
1/4
TYP
COLUMN BEYOND
1/4
3 SIDES
TYP
UNISTRUT TYP
L7X4X3/8X0'-7" TYP
1/8
TYP
COLUMN
BEYOND
BEAM BEYOND
TYP
SF508
B3
TYPE A
TYPE A
2"x10"x1/4" PL w/ (2)
A325-N BOLTS TYP
HSS2X2X1/8
POST TYP
HSS REFER
ELEV TYP
W SHAPE BEAM
REFER ELEV
PIPING REFER
PLUMBING TYP
3/16
3 SIDES
TYP
COPE HSS TO FIT
TO W-BEAM AS
REQUIRED TYP
TYPE A TYPE B
HSS4X4X5/16
POST TYP
2"x10"x1/4" PL w/ (2)
A325-N BOLTS TYP
PIPING REFER
PLUMBING TYP
1/4
TYP
1/4
TYP
HSS2X2X1/8
M
'-0
3/16
COPE HSS
AS REQ'D
3/16
3 SIDES
3/163/16
3 SIDES
L4X4X5/16X0'-6"
W14 BEAM
(REF ELEV)
W14 BEAM
(REF ELEV)
1"
CMU WALL
(REF ELEV)
HSS6X6 (REF ELEV)
MECH DUCT
WORK
(REF MECH)
H
SS
4X 4X
5/
C12 TYP
(REF ELEV)
1'-10"
MECH
EQUIPTMENT
SUPPORT TYP
(REF MECH)
LOUVER OPENING
FRAMING
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:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
C :\U sers\ich\D o cum ents\M y R evit\02700_Stru_ih ortonXV Z5D
.rvt
6/13/2022 11:02 :18 AM
FRAMING DETAILS
SF508
TJD
GMR
GMR
SCALE: NTS
PCA FRAMINGA1 SCALE: NTS
PCA FRAMING SECTIONA2 SCALE: NTS
PCA FRAMING PLATE DETAILA3
SCALE: NTS
NOT USEDB1
SCALE: NTS
VERTICAL PIPING
SUPPORT DETAILC3
SCALE: NTS
PIPE RACKS DETAILC2SCALE: NTS
PIPE RACKS DETAILC1
SCALE: NTS
VERTICAL PIPING
SUPPORT DETAILC4
SCALE: NTS
VERTICAL PIPING
SUPPORT DETAILB3
SCALE: NTS
SECTIONA5
1 ADDENDUM 1 04/22/2022
2 ADDENDUM 3 06/14/2022
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
PARTITION TYPE NOTES
A. STUD GAUGE IN PARTITION SCHEDULE IS A
MINIMUM.
B. STUD SPACING IN PARTITION SCHEDULE IS
MAXIMUM.
C. ALL GYPSUM BOARD SHALL BE 5/8" TYPE 'X' UNLESS
NOTED OTHERWISE OR REQUIRED FOR ACOUSTIC
ASSEMBLY.
D. PROVIDE CONTINUOUS 20 GAUGE DEFLECTION
TRACK (2 1/2" DEEP LEG TRACK) AND 20 GAUGE
UPPER HORIZONTAL SPACER BARS AT ALL
INTERIOR PARTITIONS EXTENDED TO DECK.
E. SUBSTITUTE 5/8" TYPE 'X' FIRE RESISTANT TILE
BACK BOARD AT ALL LOCATIONS SCHEDULED TO
RECEIVE WALL TILE.
F. ALL GYPSUM WALL BOARD SHALL BE CUT TIGHT TO
FIT AND SEALED COMPLETELY AIRTIGHT WITH
REQUIRED SEALANT FOR EITHER FIRE RATING OR
SOUND ATTENUATION AT ALL MEP PENETRATIONS
THRU INTERIOR PARTITIONS SCHEDULED TO DECK.
G. FILL ALL PERIMETER VOIDS AND HEAD OF WALL
METAL DECK FLUTES WITH FIRESAFING INSULATION
AT ALL FIRE RATED WALLS TO ACHIEVE COMPLETE
CLOSURE AND SEAL BOTH SIDES WITH ELASTIC
FIRESTOPPING SPRAY MASTIC.
H. ALL SOUND ATTENUATION BATTS SHALL BE
UNFACED, 2.5 PCF, INSTALLED CONTINUOUS
VERTICALLY, CUT TIGHT TO FIT AND FILL THE STUD
CAVITY.
I. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT
THE FOLLOWING LOCATIONS:
a. MECHANICAL ROOMS
b. PLUMBING WET WALLS AT JANITOR ROOMS AND
RESTROOMS
c. LOADING DOCK AND RELATED CORRIDOR
J. PROVIDE IMPACT RESISTANT GYPSUM BOARD AT
ALL CORRIDOR WALLS, UP TO 8'-0" AFF.
K. 'S' IN PARTITION SCHEDULE INDICATES SOUND
BATTS ARE TO BE PROVIDED BUT A MINIMUM STC IS
NOT SPECIFIED.
L. THE TERM "TO DECK" IN THE PARTITION SCHEDULE
REFERS TO THE ENTIRE WALL ASSEMBLY
CONTINUING TO THE DECK ABOVE. WHEN THIS IS
MARKED "NO" THEN THE WALL IS TO STOP 6" ABOVE
THE CEILING UNLESS NOTED OTHERWISE. OTHER
HEAD OF WALL CONDITIONS WILL BE NOTED IN THE
PARTITION SCHEDULE - TYPE COMMENTS OR ON
THE PLANS.
M. THE ASSEMBLY CODES IN THE TYPE COMMENTS
ARE USED AS A BASIS OF DESIGN AND NOT THE
ONLY METHOD OF ACHIEVING THE DESIRED
PERFORMANCE CRITERIA OF A WALL ASSEMBLY.
"A" SERIES - ACOUSTIC PARTITION
STC IS A PRIORITY. MAY OR MAY NOT NEED FIRE
RATING.
"B" SERIES - SCIF WALL
STC IS A PRIORITY. MAY OR MAY NOT NEED FIRE
RATING.
"C" SERIES - CHASE
"D" SERIES - DOUBLE STUD
STC OR WRAPPING AN ITEM IS PRIORITY. MAY OR
MAY NOT NEED FIRE RATING.
"F" SERIES - FURRING
"G" SERIES - GENERIC
"H" SERIES - HAT CHANNEL
"I" SERIES - INTERIOR PARTITION
NO FIRE RATING, NO STC RATING.
"M" SERIES - MASONRY - FIRE RATED
FIRE RATING IS PRIORITY. MAY OR MAY NOT NEED
STC.
"N" SERIES - MASONRY - NOT RATED
NO FIRE RATING. MAY OR MAY NOT NEED STC.
"P" SERIES - PARTIAL HEIGHT
NO FIRE RATING, NO STC RATING.
"R" SERIES - RATED INTERIOR PARTITION
"S" SERIES - SHAFT WALL
"U" SERIES - USER DEFINED
CREATE UNIQUE WALLS AS NEEDED.
"V" SERIES - VAULT WALL
TYPICALLY FOR CASINOS
"W" SERIES - FIRE WALL / AREA SEPARATION
PROTECTED ON BOTH SIDES OF AN EXPANSION
JOINT WHEN DOUBLE STUD.
"Z" SERIES - SOUND PARTITION WITH Z-CLIPS
STC IS A PRIORITY. MAY OR MAY NOT NEED FIRE
RATING.
WALL SERIES LEGEND
STANDARD PARTITION
BATT INSULATION
1-HOUR FIRE RATING
2-HOUR FIRE RATING
3-HOUR FIRE RATING
4-HOURS FIRE RATING
1-HOUR FIRE/SMOKE
CONCRETE MASONRY UNIT - HOLLOW
CONCRETE MASONRY UNIT - GROUT FILLED
CONCRETE MASONRY UNIT - SAND FILLED
DOUBLE STUD PARTITION
PARTITION TYPES LEGEND
A1*
"*" DENOTES WALL IS
TO DECK ABOVE
DENOTES GENERIC
SIZE OF STRUCTURAL
ELEMENT
WALL SERIES. SEE
LEGEND ON THIS
SHEET
1 HR. RATED PARTITION WITH 8" CMU
IBC TABLE 720.1, MATERIAL 3
2 HR. RATED PARTITION WITH 8" CMU
IBC TABLE 720.1, MATERIAL 3
1 HR. RATED PARTITION WITH 12" CMU
IBC TABLE 720.1, MATERIAL 3
A3
NON-RATED PARTITION AS SHOWN ABOVE
WITH UNFACED ACOUSTICAL BATTS AND
EXTENDING GYPSUM BOARD TO DECK
FINISH
FLOOR
5/8" GYP BD
SCHEDULED CLG
STEEL RUNNER
CHANNEL
1-5/8" STUDS
AT 16" OC
NON-RATED FURRING
PARTITION
C1
C6
NON-RATED FURRING
PARTITION WITH 6" STUDS AND
UNFACED ACOUSTICAL BATTS IN
LIEU OF 1-5/8" STUDS
CMU WALL
5/8" GYP BD
(BOTH SIDES)
FINISH
FLOOR
DECK
SLOTTED
DEFL TRACK
SCHEDULED CLG
STEEL RUNNER
CHANNEL
6" M
IN
BASE AS
SCHEDULED
BASE AS
SCHEDULED
3-5/8" STUDS
AT 16" OC
M8
M8A
M12A
STEEL
RUNNER
CHANNEL
A6
NON-RATED PARTITION AS SHOWN
ABOVE WITH 6" STUDS IN LIEU OF
3-5/8" STUDS
FINISH
FLOOR
DECK
SCHEDULED CLG
8" CMU
PROVIDE UL ASSEMBLY
HW-D-0042 TO DECK
BASE AS
SCHEDULED
6" M
IN
FINISHED FLOOR
FINISH
FLOOR
5/8" GYP BD
SCHEDULED CLG
STEEL RUNNER
CHANNEL
1-5/8" STUDS
AT 16" OC
NON-RATED FURRING
PARTITION
F1
F2
NON-RATED FURRING
PARTITION WITH 2-1/2" STUDS IN
LIEU OF 1-5/8" STUDS
6" M
IN
BASE AS
SCHEDULED
STEEL
RUNNER
CHANNEL
F3
NON-RATED FURRING
PARTITION WITH 3-5/8" STUDS IN
LIEU OF 1-5/8" STUDS
F6
NON-RATED FURRING
PARTITION WITH 6" STUDS IN
LIEU OF 1-5/8" STUDS
I3 NON-RATED PARTITION AS SHOWN ABOVE
5/8" GYP BD
(BOTH SIDES)
FINISH
FLOOR
DECK
SLOTTED
DEFL TRACK
SCHEDULED CLG
STEEL RUNNER
CHANNEL
BASE AS
SCHEDULED
3-5/8" STUDS
AT 16" OC
I6
NON-RATED PARTITION AS SHOWN
ABOVE WITH 6" STUDS IN LIEU OF
3-5/8" STUDS
6" M
IN
FINISHED FLOOR
NON RATED PARTITION WITH 8" CMU
IBC TABLE 720.1, MATERIAL 3
N8
FINISH
FLOOR
DECK
SCHEDULED CLG
8" CMU
PROVIDE UL ASSEMBLY
HW-D-0042 TO DECK
BASE AS
SCHEDULED
8" CMU
2HR RATED PARTITION WITH 8" CMU
IBC TABLE 720.1, MATERIAL 3 UP TO
11' - 4" AFF WITH 6" CH STUD ON TOP
WITH 2 LAYERS OF GYP BD ON
HANGAR SIDE
S6
FINISH
FLOOR
DECK
8" CMU
PROVIDE UL ASSEMBLY
HW-D-0042 TO DECK
BASE AS
SCHEDULED
SLOTTED
DEFLECTION
TRACK
FIRE SEALANT
5/8" GYP BD
(2 LAYERS)
1" SHAFT
LINER
6" CH STUD
10' - 0" AFF
T.O. CMU
REF STRUCTURAL
FOR DISTANCE
BELOW FINISH FLOOR
5/8" GYP BD
(BOTH SIDES)
FINISH
FLOOR
DECK
SLOTTED
DEFL TRACK
SCHEDULED CLG
STEEL RUNNER
CHANNEL
BASE AS
SCHEDULED
6" STUDS AT
16" OC
Z6
1HR RATED PARTITION WITH 6" CH
STUD, 1/2" RESILIENT CHANNEL,
5/8" ACOUSTIC GYP BD ON BOTH
SIDES - 1HR W/BATTS.
6" BATT
INSULATION
PROVIDE UL ASSEMBLY
HW-D-0042 TO DECK
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:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
C :\U sers\w fj\ D ocum e nts\0270 0_Arch_ W
Jim en ezKN
JQ
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6/14 /2022 5: 09:05 PM
PARTITION TYPES
A-002
JBC
JRT/JBC
MP
INTERIOR PARTITION SCHEDULE
MARK
FIRE
RATING UL NO.
WALL
STC
SOUND
BATTS TYPE
TO
DECK
STUD
GAUGE
STUD
SPACING TYPE COMMENTS
A3 -- -- 45 Yes (A3) 3 5/8" STUDS, 5/8" ACOUSTIC GYP BD BOTH SIDES-0HR W/BATTS Yes 20 GA 16" OC NGC 2013005 A6 -- -- 45 Yes (A6) 6" STUDS, 5/8" GYP BD BOTH SIDES-0HR W/BATTS No 20 GA 16" OC NGC 2013023 C1 -- -- -- No (C1) 1 5/8" STUDS, 5/8" GYP BD ONE SIDE-0HR No 20 GA 16" OC -- C6 -- -- 55 Yes (C6) 6" STUDS, 5/8" GYP BD ONE SIDE-0HR W/BATTS Yes 20 GA 16" OC NGC 2013021 F1 -- -- -- No (F1) 1 5/8" STUDS, 5/8" GYP BD ONE SIDE-0HR No 20 GA 16" OC -- F2 -- -- -- No (F2) 2 1/2" STUDS, 5/8" GYP BD ONE SIDE-0HR No 20 GA 16" OC -- F3 -- -- -- No (F3) 3 5/8" STUDS, 5/8" GYP BD ONE SIDE-0HR No 20 GA 16" OC -- F6 -- -- -- No (F6) 6" STUDS, 5/8" GYP BD ONE SIDE-0HR No 20 GA 16" OC -- I3 -- -- -- No (I3) 3 5/8" STUDS, 5/8" GYP BD BOTH SIDES-0HR No 20 GA 16" OC -- I6 -- -- -- No (I6) 6" STUDS, 5/8" GYP BD BOTH SIDES-0HR Yes 20 GA 16" OC --
M8 1 U906 -- No (M8) 8" CMU BLOCK-1HR Yes -- -- -- M12C 1 U906 -- No (M12) 12" CMU BLOCK-1HR Yes -- -- --
N8 -- -- 55 No (N8) 8" CMU BLOCK, GROUT FILLED-0HR Yes -- -- GROUT FILLED S6 2 Yes
SCALE: NTS
PARTITION TAG LEGENDD1
SCALE: 1 1/2" = 1'-0"
Partition1
1 ADDENDUM 3 06/14/2022
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
GROUND FLOOR
100'-0"
B1 A-502
C1A A-502
C1B A-502
A1 A-502
D1 A-502
SPLIT-FACED
CMU
8" CMU
CAVITY WALL
INSULATION
(R-15)
4" VERTICAL
INSULATED
METAL PANEL
(R-32)
EDGE OF SLAB
TRANSLUCENT
PANELS
(R-12.5)
EXTEND ROOF
MEMBRANE UP &
OVER PARAPET
6" ROOF INSULATION
(R-30)
STEEL DECK
PRE-FINISHED METAL
PARAPET CAP
STEEL
STRUCTURE
ROOF PROTECTION
BOARD
STEEL
STRUCTURE
CAST STONE
COPING
4' -0
'-0
9' -4
8"
BATT INSULATION
(R-25)
4" VERTICAL
INSULATED
METAL PANEL
(R-32)
MASONRY
WALL TIES
CONCRETE
CURB
1'-10"
8" CMU BOND BEAM,
RE: STRUCTURAL
MASONRY WALL
SCHEDULE
GROUND FLOOR
100'-0"
HIGH ROOF WEAPONS
TRAINING
136'-2"
HIGH ROOF HANGAR
BAY
134'-4"
D1 A-502
SIM
B1 A-501
A1 A-501
EXTEND ROOF MEMBRANE
UP & OVER PARAPET
6" ROOF INSULATION
(R-30)
STEEL DECK
4" VERTICAL
INSULATED
METAL PANEL
(R-32)
STEEL
STRUCTURE
ROOF PROTECTION BOARD
(HEIGHT VARIES)
PRE-FINISHED METAL
PARAPET CAP
CATWALK
GUARDRAIL
CATWALK TO
ACCESS FABRIC
DOOR MOTORS
FABRIC
HANGAR
DOOR
EXTERIOR SHEATHING
BATT INSULATION (R-25)
STEEL
CHANNEL
6' -8
'-1
DOOR CLEAR HEIGHT
121'-8 1/2"
/2 " F
R O
M F
IN
IS
H F
LO
O
R
GROUND FLOOR
100'-0"
HIGH ROOF WEAPONS
TRAINING
136'-2"
G
D1 A-502
SIM
B1 A-501
SIM
A1 A-501
SIM
4" VERTICAL
INSULATED
METAL PANEL
(R-32)
SPLIT-FACED
CMU
CAST STONE
COPING
EXTEND ROOF MEMBRANE
UP & OVER PARAPET
6" ROOF INSULATION
(R-30)
PRE-FINISHED METAL
PARAPET CAP
STEEL
STRUCTURE
ROOF PROTECTION
BOARD
FABRIC
HANGAR
DOOR
5" 9'
-4
STEEL DECK
H
ELECTRICAL
EQUIPMENT
CATWALK
GUARDRAIL
CATWALK TO
ACCESS FABRIC
DOOR MOTORS
1'-10"
'-1
/2
FR
O M
F
IN
IS
H
F
LO
O R
DOOR CLEAR HEIGHT
121'-8 1/2"
GROUND FLOOR
100'-0"
C
ADMIN ROOF
116'-8"
D1 A-502
SIM
C2 A-502
C1A A-502
SIM
C1B A-502
SIM
D2 A-502
STEEL
STRUCTURE
6" BATT INSULATION
(R-25)
5/8" GYPSUM
WALLBOARD
6" CFMF
ONE HOUR RATED 12"
CMU WALL
SCHEDULED
CEILING
3 5/8" METAL
STUD
5/8" GYPSUM
WALLBOARD
EDGE OF SLAB
ROOF
MEMBRANE
6" ROOF INSULATION
(R-30)
EXTEND ROOF
MEMBRANE UP
& OVER
PARAPET
6" ROOF
INSULATION
(R-30)
STEEL DECK
ROOF
PROTECTION
BOARD
TRANSLUCENT
PANELS
(R-12.5 )
4" VERTICAL INSULATED
METAL PANEL (R-32)
PRE-FINISHED
METAL PARAPET
CAP
ROOF PROTECTION
BOARD
STEEL DECK
BEAM
AIR BARRIER24
'-0
'-0
2'-6"
3-5/8" CFMF
BATT
INSULATION
(R-25)
EXPANSION JOINT
(EJ-2)
STEEL STRUCTURE
10"
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:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
C :\U sers\w fj\ D ocum e nts\0270 0_Arch_ W
Jim en ezKN
JQ
U
.rvt
6/14 /2022 5: 10:06 PM
WALL SECTIONS
A-306
JMI
JRT/JBC
JBC
SCALE: 1/2" = 1'-0"
WALL SECTIONA5SCALE: 1/2" = 1'-0"
WALL SECTIONA3SCALE: 1/2" = 1'-0"
WALL SECTIONA2SCALE: 1/2" = 1'-0"
WALL SECTIONA1
0 1' 2' 4'
1/2" = 1'-0"
1 ADDENDUM 3 06/14/2022
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
GROUND FLOOR
100'-0"
ADMIN ROOF
116'-8"
TOP PARAPET
121'-0"
FINISHED SOFFIT
109'-0"
G.6
4"
BELOW GRADE
PERIMETER
INSULATION (R-10)
GRAVEL FILL
EDGE OF SLAB IS
FACE OF STUD
SPLIT-FACED CMU
CAST STONE COPING
8" CFMF
CAVITY WALL
INSULATION (R-15)
A3 A-502
SIM
PAVEMENT
(REFER CIVIL)
SCHEDULED
CEILING
VAPOR BARRIER
BATT INSULATION (R-25)
EXTERIOR INSULATION
AND FINISH SYSTEM
(E.I.F.S.) (R-16)
8" CFMF
D3 A-502
O.H.
BATT
INSULATION (R-25)
SCHEDULED GLAZING
PRE-FINISHED METAL
PARAPET CAP
COMPRESSION
BAR
6" ROOF
INSULATION
(R-30)
EXTEND ROOF
MEMBRANE UP &
OVER PARAPET
ROOF
PROTECTION
BOARD
STEEL DECK
EXTERIOR
SHEATHING
2'-1 3/16"
B2 A-500
SIM
GROUND FLOOR
100'-0"
ADMIN ROOF
116'-8"
ROOF FRAMING
115'-0"
GRAVEL FILL
BELOW GRADE
PERIMETER
INSULATION (R-10)
CAST STONE
COPING
BATT INSULATION (R-25)
4" INSULATED METAL
PANEL VERTICAL JOINT
(R-32)
10" CFCM
SCHEDULED CEILING
STRUCTURAL COLUMN
STRUCTURAL BEAM
6" ROOF INSULATION (R-30)
ROOF MEMBRANE OVER
PROTECTION BOARD
STEEL DECK
STRUCTURAL BEAMS
CAVITY WALL
INSULATION (R-15)
SPLIT-FACE
CMU
MASONRY
WALL TIES
2' -8
A3 A-502
SIM
GROUND FLOOR
100'-0"
2'-2"
SPLIT-FACED
CMU
8" CMU
CAVITY WALL
INSULATION
(R-15)
4" VERTICAL
INSULATED
METAL PANEL
(R-32)
EDGE OF SLAB
STEEL
CHANNEL
EXTEND ROOF
MEMBRANE UP &
OVER PARAPET
6" ROOF
INSULATION
(R-30)
STEEL DECK
PRE-FINISHED METAL
PARAPET CAP
ROOF PROTECTION
BOARD
CAST STONE
COPING
BATT INSULATION
(R-25)
4" CFMF
HORIZONTAL
AT 16" O.C.
MASONRY
TIES
STEEL
COLUMN
CONCRETE
CURB
8" 9'
-4
CMU BEARING
BLOCK
8" CMU BOND BEAM,
RE: STRUCTURAL
A1 A-502
SIM
B1 A-502
SIM
STEEL
CHANNEL
HIGH ROOF WEAPONS
TRAINING
136'-2"
TOP OF SLAB
100'-0"
HIGH ROOF HANGAR
BAY
134'-4"
FINISHED SOFFIT
109'-0"
H
8" 8'
-8
8"
'-0
CAST STONE
COPING
VERTICAL
INSULATED METAL
PANELS COLOR #1
SPLIT-FACED
COLORED CMU
CAVITY WALL
INSULATION
(R-15)
8" CMU
2 HOUR
8" CMU
2 HOUR
SHAFT WALL
STRUCTURAL
CHANNEL
EXTEND ROOF MEMBRANE
UP & OVER PARAPET
6" ROOF INSULATION
(R-30)
STEEL DECK
PRE-FINISHED METAL
PARAPET CAP
ROOF PROTECTION BOARD
CATWALK
8" CMU BOND BEAM
RE: STRUCTURAL
CATWALK
GUARDRAIL
MASONRY
TIES
CONCRETE CURB
AIR BARRIER
2'-2"
A1 A-502
SIM
B1 A-502
SIM
BATT INSULATION
(R-25)
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:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
C :\U sers\w fj\ D ocum e nts\0270 0_Arch_ W
Jim en ezKN
JQ
U
.rvt
6/14 /2022 5: 10:22 PM
WALL SECTIONS
A-307
JBC
BDR
JDB/MP
1' 3'2'0
3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
WALL SECTIONA2SCALE: 3/4" = 1'-0"
WALL SECTIONA1 SCALE: 3/4" = 1'-0"
WALL SECTIONA3 SCALE: 3/4" = 1'-0"
WALL SECTIONA4
1 ADDENDUM 3 06/14/2022
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
RUNNER CHANNEL
SCHEDULED FRAME
SCHEDULED DOOR
EXTEND GYP BD @
RATED PARTITION
PARTITION TYPE
PER FLOOR PLANS
RE: FLOOR PLANS
PARTITION
CONT SEALANT,
BOTH SIDES
EQ EQ
CONT SEALANT, BOTH SIDES HM FRAME
DOUBLE JAMB STUDS AT ALL
JAMBS (CLIP TOGETHER AT
12" OC VERT)
JAMB ANCHORS,
3 PER JAMB MIN.
PERPENDICULAR
PARTITION PER PLAN
R E:
F
LO
O R
P L A
N S
PA
R
TI
TI
O N
LOW EXPANSION FOAM FILL
SCHEDULED DOOR
SCHEDULED DOOR,
PROVIDE 1/2" UNDERCUT
SCHEDULED
FRAME BEYOND
4" 1" 1/2"
EDGE OF FOUNDATION
PROVIDE ALUMINUM
OFFSET SADDLE
THRESHOLD OR
APPROVED EQUAL.
INSTALL IN FULL BED
OF SILICONE SEALANT
OFFSET T.O. SIDEWALK 1/4"
FROM T.O. FOUNDATION
EXPANSION MATERIAL
1/ 2"1/
4" 1/
4"
SLOPE
PROVIDE INVERTED ALUMINUM
DOOR SHOE WITH RAIN DRIP
OR APPROVED EQUAL
TERMINATE
FLOORING AT
THRESHOLD EDGE
LANDING 1:50 MAX
SIDEWALK 1:20 MAX
SCHEDULED DOOR
CMU BOND BEAM
EQ EQ
GROUT FILL
CONT SEALANT,
BOTH SIDES
RE: FLOOR PLANS
CMU
4"
HM FRAME
1"
HM FRAME
CMU
GROUT FILL
CONT SEALANT,
BOTH SIDES
SCHEDULED DOOR
FRAME ANCHORS,
3 PER JAMB MIN.
R E:
F
LO
O R
P
LA
N
C M
U
3/16" 2"
EQ
EQ
SCHEDULED DOOR
CMU BOND BEAM
GROUT FILL
CONT SEALANT,
BOTH SIDES
RE: FLOOR PLANS
CMU
4"
HM FRAME
4"
SPLIT FACE CMU
VENEER
THERMAL AIR
SPACE
RIGID INSUL.
6 X 10 X 5/16
LOOSE LINTEL
8 3/4" 5 7/8"
PREFINISHED
METAL FLASHING
WEEPS
CAVITY MESH
HM FRAME
CMU
GROUT FILL
CONT SEALANT,
BOTH SIDES
SCHEDULED DOOR
FRAME ANCHORS,
3 PER JAMB MIN.
R E:
F
LO
O R
P
LA
N
C M
U 4"
2"
5/ 8"
GROUT FILL
THERMAL AIR SPACE
1' -5
/4
SPLIT FACE VENEER
4" RIGID INSUL.
5/
8"
3/ 4"
RUNNER CHANNEL
SCHEDULED FRAME
SCHEDULED DOOR
EXTEND GYP BD @
RATED PARTITION
PARTITION TYPE
PER FLOOR PLANS
4"
RE: FLOOR PLANS
PARTITION
CONT SEALANT,
BOTH SIDES
1"
SHEATHING
EIFS DRAINAGE BACKING
RIGID INSUL.
EIFS FINISH
3/4" PLYWOOD
MTL. STUD BOX HEADER
HEAD FLASHING
DRIP EDGE
AIR BARRIER
1'-1 1/4"
5/8" GYP. BD.
CONT SEALANT, BOTH SIDES
HM FRAME
DOUBLE JAMB STUDS AT ALL
JAMBS (CLIP TOGETHER AT
12" OC VERT)
JAMB ANCHORS,
3 PER JAMB MIN.
5/
8" 2"
4"
R E :
F
LO
O R
P L A
N S
PA
R
TI
TI
O N
LOW EXPANSION FOAM FILL
SCHEDULED DOOR
SPLIT FACE VENEER
THERMAL AIR BARRIER
RIGID INSUL.
AIR BARRIER
3/4" PLYWOOD
1' -6
/8
1"
FINISHED SOFFIT
109'-0"
WOOD BLOCKING
BUILT UP 8" CFMF
BOX BEAM HEADER
CEILING AS SCHEDULED
METAL CHANNEL
BACKER ROD & SEALANT
BOTH SIDES
CURTAIN WALL SYSTEM
8" CFMF
5/8" GYP. BD. ON EA. SIDE
BACKER ROD & SEALANT
WOOD BLOCKING
METAL INSUL. SOFFIT
6" CFMF
3/4" PLYWD.
PLYWOOD BLOCKING
AIR BARRIER
BREAK MTL FLASHING
1"
RE: FLOOR PLANS
SOLID SURFACE SILL W/
EASED EDGES, RE:
INTERIORS A-602
SCHEDULED WINDOW
INSULATION
GYP BD
SPLIT FACE VENEER
CAST STONE COPING
EIFS BEYOND
MTL FLASHING W/ END DAMS
BACKER ROD & SEALANT
EA. SIDE
AIR BARRIER
RIGID INSUL.
PLYWOOD
SHEATHING
CONT L3X3X3/16 GALV
ANGLE ATTACHED
TO TO STUDS WITH 2 #10
TEK SCREWS AT 16" O.C.
1"
0°
1/2"
BACKER ROD & SEALANT
EA. SIDE
SCHEDULED DOOR
EIFS
AIR BARRIER
SOLID SURFACE SILL
RE: INTERIORS A-602
INSULATION
8" CFMF
GYP. BD.
PLYWOOD SHEATHING
PLYWOOD BLOCKING
R E:
F
LO
O R
P
LA
N S
1/ 2" 1
EIFS ON 4" INSUL.
AIR BARRIER
MTL. STUD BOX HEADER
PLYWOOD SHEATHING
8"CFMF
INSULATION
GYP BD
METAL FLASHING
DRIP EDGE
CURTAIN WALL
BACKER ROD & SEALANT
EA. SIDE
RE: FLOOR PLANS
SUN SHADE
1/2"1/2"
SOLID SURFACE ON
EA SIDE
12" CMU WALL
SCHEDULED WINDOW
SHIM & CAULK
EQ
EQ
SHIM & CAULK
SCHEDULED WINDOW
SOLID SURFACE BELOW
12" CMU WALL
12" CMU WALL
SCHEDULED WINDOW
SHIM AND CAULK
SCHEDULED DOOR,
PROVIDE 3/8" UNDERCUT
SCHEDULED
FRAME BEYOND
EDGE OF FOUNDATION
PROVIDE PEMKO 273x292_FGPK
ALUMINUM LATCHING PANIC
EXIT SADDLE - THERMAL BREAK
THRESHOLD OR APPROVED
EQUAL. INSTALL IN FULL BED OF
SILICONE SEALANT
EXPANSION MATERIAL
SLOPE
ABUT THRESHOLD
GASKET TIGHT TO
BACK OF DOOR
TERMINATE
FLOORING AT
THRESHOLD EDGE
1"
1/ 4"
1/ 2"
PROVIDE PEMKO 3452_PK
ALUMINUM DOOR BOTTOM
SWEEP WITH RAIN DRIP OR
APPROVED EQUAL
LANDING 1:50 MAX
SIDE…
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