FSB2020-270-00 - WI-ANG - 3-Bay Hangar - Addendum 004 COMBINED DRAWINGS.pdf
PDF 6 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 is a notice for an unrestricted invitation for bid to construct a new three-bay hangar and associated facilities at Truax Field, Madison, Wisconsin.
The project scope includes demolishing an existing 19,875 square foot building and constructing a new 31,000 square foot three-bay hangar compatible with the F-35 mission along with administrative and shop spaces. Key requirements include pre-conditioned aircraft air, 270VDC aircraft power, fire suppression, hangar bay HVAC, and space for a future paint booth and composite clean/dirty spaces. The facility will also require a lightning protection system, fall protection, and an Advantor security system.
The base bid is for new construction and demolition. Two options are included for a paint/mix addition and aircraft-rated pavement. The bid opening will be conducted on SAM.gov. The contract duration is 550 days from notice to proceed. The magnitude of construction is between $25-100 million. The solicitation requires brand name products including Advantor, Andover, Marshall Best, and Monaco systems. Award will be to the responsive and responsible lowest bidder.
View the file
Other files
Show 40 more
Latest 50 of 147 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SS
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 E
E
E
GGGGGGGGG
G
G G
G
G
G
G G
GG
G
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
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
SS
SS
SS
SS
SS
T
T
T
T
TT
T
T
T
T
T
T
T
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
W
W
W
W
WWWWW WV
WV
WVWV WV
WV
TEL
WV
TEL
TEL
TEL
MWEL
WV
UT
UT
UT
WV
TEL
WV
MWEL
MWEL
UT
UT
MWEL
MWEL
UT
MWEL
MWEL
GV
GVGTST
WV
TEL
WV
MWEL
WV
A/C A/C EL
MWEL
SAN
AG
WV
AG
UT
BLDG
BLDG
BLDG
AG
AG
AG
UT
BLDG
UT
MWEL
MWEL
SAN
SAN
BLDG
BLDG
BLDG
BLDG
BLDG
MWEL
SAN
MWEL
GTST
WV
SS
WV
WV
WVWV
SAN
SAN
VENT
UT UT
A/C
UT
DOCK DOCK
TEL
A/C
BORE
AG
SS
SS
SSSSSSSS
EXISTING 18" RCP TO REMAIN
SS
SS
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
REMOVE BITUMINOUS
PAVEMENT (TYP.), 5,036 S.Y.
REMOVE PCC PAVEMENT,
1,447 S.Y.
REMOVE COMMUNICATION LINE,
202 L.F.
EXISTING WALL TO BE
REMOVED TO PROPOSED
PCC PAVEMENT LIMIT.
92 L.F.
REMOVE BITUMINOUS
PAVEMENT (OLI 2), 692 S.Y.
REMOVE ELECTRICAL,
COORDINATE WITH MADISON
GAS AND ELECTRIC
REMOVE FENCE, 317 L.F.
REMOVE GAS LINE, 129 L.F.
REMOVE MONITORING
WELL, 3 EACH.
REMOVE EXISTING SANITARY (TYP.),
540 L.F. AND 6 STRUCTURES.
REMOVE SIDEWALK,
2,454 S.F. (TYP.)
REMOVE STORM (TYP.), 773
L.F. AND 11 STRUCTURES.
REMOVE WATER LINE,
32 L.F. AND HYDRANT
EXISTING PCC
PAVEMENT
EXISTING
BUILDING TO BE
REMOVED
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING PCC
PAVEMENT
EXISTING
STRUCTURE TO
BE RELOCATED
BY THE
GOVERNMENT
PRIOR TO
CONSTRUCTION
REMOVE ELECTRICAL,
COORDINATE WITH MADISON
GAS AND ELECTRIC
REMOVE HYDRANT
REMOVE HYDRANT
REMOVE EXISTING UNDERGROUND
FUEL OIL, USED OIL, USED SOLVENT,
AND DETERGENT STORAGE TANKS.
INTRUSION DETECTION CABLES
AND GAP SENSORS TO BE
REMOVED AND REPLACED,
SPLICING WILL NOT BE ALLOWED.
WORK TO BE COORDINATED WITH
ADVANTOR.
REMOVE ELECTRICAL, COORDINATE
WITH MADISON GAS AND ELECTRIC
REMOVE CONCRETE
CURB AND GUTTER,
364 L.F.
REMOVE WATER LINE, 72 L.F. AND
CAP EXISTING LINE TO REMAIN
REMOVE TELEPHONE
PEDESTAL AND
PULLBOX
REMOVE EXISTING
BUILDING STRUCTURE, 10
BOLLARDS, AGGREGATE
BASE AND SIGN
FEDERAL AVIATION
ADMINISTRATION CABLE IN THIS
AREA, APPROXIMATELY 24" DEEP.
THIS CABLE CANNOT BE SPLICED
IF CUT AND WOULD NEED
REPLACED ITS ENTIRE LENGTH.
REMOVE
BITUMINOUS
PAVEMENT (OLI 2),
3,060 S.Y.
REMOVE MONITORING
WELL (OLI 2)
GAS TEST STATION TO
BE ADJUSTED (OLI 2)
SANITARY STRUCTURE
TO BE ADJUSTED (OLI 2)
ADDITIONAL PAVEMENT TO BE
REMOVED FOR UTILITY
REMOVAL OR INSTALLATION
SHALL BE REPLACED IN KIND,
SEE TYPICAL SECTIONS.
0 15' 30' 60'
N
PROPOSED
REMOVAL LEGEND
BITUMINOUS PAVEMENT
PCC PAVEMENT
SIDEWALK
WALL
CONCRETE CURB AND GUTTER
ELECTRICAL LINE
STORM DRAIN
WATER LINE
GAS LINE
COMMUNICATION LINE
SANITARY LINE
FENCE LINE
MONITORING WELL
WATER/SANITARY STRUCTURE
STORM 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
REMOVAL PLAN
C-301
LDH
HLE
1. EXISTING CONDITIONS ARE BASED ON SURVEY
PERFORMED BY KL ENGINEERING, INC. ON
06/2020.
2. OLI - OPTIONAL LINE ITEM
3. UTILITIES TO BE REMOVED UNDER MITCHELL
STREET SHALL BE PULLED IF WITHIN DUCTS,
DUCT MAY BE ABANDONED IN PLACE. OTHER
UTILITIES MAY BE CUT, CAPPED AND ABANDONED
IN PLACE UNDER THE ROAD IF THEY DO NOT
INTERFERE WITH PROPOSED CONSTRUCTION.
ADDENDUM 21 06/08/2022
ADDENDUM 42 06/28/2022
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
FO
FO
GGGGGGGGG
G
G G
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
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
SS
SS
SS
T
T
T
T
TT
T
T
T
T
T
T
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
W
W
WWWWW WV
WV
WVWV WV
WV
TEL
WV
TEL
TEL
TEL
WV WV
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
WV
WV
WVWV
SAN
SAN
VENT
UT UT
A/C
UT
DOCK DOCK
TEL
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
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
1. OLI - OPTIONAL LINE ITEM
2. THE POST AND PANEL WALL SECTION SHALL BE AS
INDICATED (10' TALL AND 12' WIDE PANELS) WITH DELEGATED
DESIGN TO BE CARRIED OUT BY THE CONTRACTOR UTILIZING
WIND LOADS/PRESSURES AS INDICATED ON SHEET S-001. A
MINIMUM 3" GAP SHALL BE CONSTRUCTED BETWEEN THE
PROPOSED BUILDING AND WALL.
ADDENDUM 3 06/14/20222
ADDENDUM 4 06/28/20223
AutoCAD SHX Text
SEE UTILITY PLAN FOR PROPOSED UTILITY INFORMATION
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 (24' CLEAR 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
ADDENDUM 42 06/28/2022
AutoCAD SHX Text 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
G
G
F
F
E
E
C
C
MK L
H
1'-10" 20'-6" 20'-8" 20'-6" 1'-10"
23'-10" 22'-0" 22'-6" 9'-0"
1'-10"
'-4
'-6
'-6
'-6
'-6
'-4
'-6
'-0
'-1
0"
'-4
/4
9' -0
BRACING
BR
AC
IN
G
BR
AC
IN
G
BRACING
BRACING
BRACING
BR
AC
IN
G
BR
AC
IN
G
MATCHLINE
'-9
/4
0'
-2
1' -1
0"
6'
-8
77'-4 3/4"
61'-8"
0'
-8
/4
1' -1
0"
2' -2
1' -1
0"
3/4"
1. PROVIDE BOTTOM FLANGE BRACES ON ALL ROOF GIRDERS AND
BEAMS . SPACE FLANGE BRACES AT 10'-0" OC TYP W/ ADD'L
LOCATIONS AS NOTED.
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 SUPPORT REQUIREMENTS.
HIGH ROOF FRAMING PLAN NOTES
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.
2 NOT USED.
3 NOT USED.
4 RIGID RAIL FALL ARREST REFER TO .
5 NOT USED.
6 NOT USED
7 SUSPENDED FAN BELOW. 290 LBS ASSUMED WEIGHT.
8 PROVIDE ROOF FRAMING KICKERS AT 10'-0" MAX SPACING
TYPICAL.
HANGAR REFER AND
ADMIN REFER AND
C1 / SF502
C1 / SF502 C2 / SF502
C3 / SF502
MOMENT CONNX
A1 / S-002
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.
FALL ARREST ANCHOR PER DETAIL B3/S-002
FALL ARREST ANCHOR SIMILAR TO DETAIL B3/S-002.
L2-1/2x2-1/2 KICKER NOTED IN DETAIL B3/S-002 NOT
REQUIRED AT THESE LOCATIONS.
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\nw c\D ocum ents\M y R evit\02700_S tru_N C hapm an9285M
.rvt
6/24/2022 5:13: 02 PM
HIGH ROOF FRAMING PLAN -
COMPOSITE
SF104
TJD
CTW
CTW
SCALE: 1/16" = 1'-0"
HIGH ROOF FRAMING PLAN - COMPOSITEA1
0 8' 16' 32'
1/16" = 1'-0"
1 ADDENDUM 1 04/22/2022
2 ADDENDUM 2 06/08/2022
3 ADDENDUM 4 06/28/2022
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
OKLAHOMA CITY
OK
M
M
K
K
L
L
D1
SF210
W30X116
W30X116
W30X116
W30X116
W30X116
W
X3
W
X3
W
X3
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
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
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
H S
S1 2X
X1
/4 H
S S1
2X
X1 /4
H S
S1 2X
X1
/4 H
S S1
2X
X1 /4
H S
S1 2X
X1
/4 H
S S1
2X
X1 /4
H S
S1 2X
X1
/4 H
S S1
2X
X1 /4
HSS12X12X1/4HSS12X12X1/4
W
X3
W
X3
W
X3
W16X36 W16X36
1'-10" 20'-6" 20'-8" 20'-6" 1'-10"
1' -1
0"
'-6
'-0
'-1 0"
'-4
/4
9'
-0
1' -1
0"
A1
SF401
SF502
D1
SF502
D2
B1
SF501
TYP
B1
SF501
TYP
1" DIA ROD
BRACING TYP
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
W16X36
HSS12X12X1/4
W
X3
W
X3
W
X3
H S
S1 2X
X1
/4
4'-2" 4'-1" 4'-1" 4'-1" 4'-1" 4'-2" 4'-1" 4'-2" 4'-1" 4'-2" 4'-1" 4'-1" 4'-1" 4'-1" 4'-2"
A1
SF402
W14X22
0"
SF502
C3
D1
SF503
D2
SF503
D3
SF503
AT GRID 6
SF502
C1
TYP
TYP
SF503
C4
SF503
C3
D4
SF503
W14X22
W14X22
H S
S1 2X
X1
/4
0'
-8
/4
61'-8"
DECK BRG
129'-8 1/2"
DECK BRG
133'-10 3/4"
'-0
" 10
10101010
1. PROVIDE BOTTOM FLANGE BRACES ON ALL ROOF GIRDERS AND
BEAMS . SPACE FLANGE BRACES AT 10'-0" OC TYP W/ ADD'L
LOCATIONS AS NOTED.
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 SUPPORT REQUIREMENTS.
HIGH ROOF FRAMING PLAN NOTES
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.
2 NOT USED.
3 NOT USED.
4 RIGID RAIL FALL ARREST REFER TO .
5 NOT USED.
6 NOT USED
7 SUSPENDED FAN BELOW. 290 LBS ASSUMED WEIGHT.
8 PROVIDE ROOF FRAMING KICKERS AT 10'-0" MAX SPACING
TYPICAL.
HANGAR REFER AND
ADMIN REFER AND
C1 / SF502
C1 / SF502 C2 / SF502
C3 / SF502
MOMENT CONNX
A1 / S-002
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.
FALL ARREST ANCHOR PER DETAIL B3/S-002
FALL ARREST ANCHOR SIMILAR TO DETAIL B3/S-002.
L2-1/2x2-1/2 KICKER NOTED IN DETAIL B3/S-002 NOT
REQUIRED AT THESE LOCATIONS.
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\nw c\D ocum ents\M y R evit\02700_S tru_N C hapm an9285M
.rvt
6/24/2022 5:13: 04 PM
HIGH ROOF FRAMING PLAN -
SECTOR ONE
SF105
TJD
GMR
GMR
SCALE: 1/8" = 1'-0"
HIGH ROOF FRAMING PLAN - SECTOR ONEA1
0 4' 8' 16'
1/8" = 1'-0"
1 ADDENDUM 1 04/22/2022
2 ADDENDUM 2 06/08/2022
3 ADDENDUM 4 06/28/2022
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
G
G
F
F
E
E
C
C
H
H
W
X1
W
X1
W16X36 W16X36
W14X22 W14X22
W
X1
W
X1
W16X26 W14X22
W16X26 W14X22
W16X26 W14X22
W16X26 W16X26
W16X26 W16X26
W14X22 W14X22
W14X22 W14X22
W14X22 W16X26
W14X22 W16X26
W16X26 W16X26
W14X22 W16X26
W14X22 W16X26
W16X26 W16X26
W16X26 W16X26
W16X26 W16X26
W16X26 W14X22
W16X26
W14X22
W16X26 W14X22
W16X26 W16X26
W14X22 W16X26
W14X22 W16X26
W16X26 W16X26
W14X22 W16X26
W14X22 W16X26
W16X26 W16X26
W16X26 W16X26
W14X22 W14X22
W14X22 W14X22
HSS12X12X1/4 HSS12X12X1/4
HSS12X12X1/4 HSS12X12X1/4
2'-2" 23'-10" 22'-0" 22'-6" 9'-0" 1'-10"
'-4
'-6
'-6
'-6
'-6
'-4
B1
SF401
B2
SF401
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W16X26
W16X26
W16X26
W16X26
W14X30
W16X26 W14X22
W14X22
W14X22
W14X30
W16X26
W16X26
W16X26
W16X26
W14X30
W16X26
W16X26
W16X26
W16X26
W14X30
W16X26
W14X22
W14X22
W14X22
W14X30
W16X26
W16X26
W16X26
W16X26
W16X36 W16X36 W16X36 W16X26
HSS12X12X1/4
HSS12X12X1/4
W16X36
HSS12X12X1/4
H S
S1 2X
X1
/4 H
S S1
2X
X1 /4
H S
S1 2X
X1
/4 H
S S1
2X
X1 /4
H S
S1 2X
X1
/4 H
S S1
2X
X1 /4
HSS12X12X1/4
W16X26
2' -2
3'
-4
4' -3
4'
-3
4' -3
4'
-3
3' -0
5'
-0
5' -0
5'
-0
3' -6
4'
-6
4' -6
4'
-6
4' -0
4'
-0
4' -0
4'
-0
4' -6
4'
-6
4' -6
3'
-6
5' -0
5'
-0
5' -0
3'
-0
4' -3
4'
-3
4' -3
4'
-3
3' -4
1'
-1 0"
1" DIA ROD
BRACING TYPICAL
EF
150 LBS
EF
65 LBS
EF
65 LBS
EF
150 LBS
B1
SF402
B2
SF402
5"
W
X1
W
X1
SF502
C1
TYP
SF502
C1
TYP
77'-4"
6'
-8
D E
C K
BR
G
0'
-8
D E
C K
BR
G
3'
-1
3/ 4"
EHRU
3850 LBS
EHRU
3850 LBS
10'-0" 11
101010101010
1. PROVIDE BOTTOM FLANGE BRACES ON ALL ROOF GIRDERS AND
BEAMS . SPACE FLANGE BRACES AT 10'-0" OC TYP W/ ADD'L
LOCATIONS AS NOTED.
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 SUPPORT REQUIREMENTS.
HIGH ROOF FRAMING PLAN NOTES
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.
2 NOT USED.
3 NOT USED.
4 RIGID RAIL FALL ARREST REFER TO .
5 NOT USED.
6 NOT USED
7 SUSPENDED FAN BELOW. 290 LBS ASSUMED WEIGHT.
8 PROVIDE ROOF FRAMING KICKERS AT 10'-0" MAX SPACING
TYPICAL.
HANGAR REFER AND
ADMIN REFER AND
C1 / SF502
C1 / SF502 C2 / SF502
C3 / SF502
MOMENT CONNX
A1 / S-002
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.
FALL ARREST ANCHOR PER DETAIL B3/S-002
FALL ARREST ANCHOR SIMILAR TO DETAIL B3/S-002.
L2-1/2x2-1/2 KICKER NOTED IN DETAIL B3/S-002 NOT
REQUIRED AT THESE LOCATIONS.
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\nw c\D ocum ents\M y R evit\02700_S tru_N C hapm an9285M
.rvt
6/24/2022 5:13: 06 PM
HIGH ROOF FRAMING PLAN -
SECTOR TWO
SF106
TJD
GMR
GMR
SCALE: 1/8" = 1'-0"
HIGH ROOF FRAMING PLAN - SECTOR TWOA1
0 4' 8' 16'
1/8" = 1'-0"
1 ADDENDUM 1 04/22/2022
2 ADDENDUM 2 06/08/2022
3 ADDENDUM 4 06/28/2022
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
SF503
C3
GRID
GRID
3"x3/8" BENT PL w/
(1) 1" DIA A325-N
BOLT
8 1/2"x1'-4"x3/8" PL w/ (5)
3/4" DIA A325-N BOLTS
5/16 4
4"x3/8" FULL DEPTH
STIFFENER PL
1" DIA A36 STEEL ROD
1/4 1/4
3 SIDES
1/4 1/4
1/4
SF503
C4
GRID
GRID
5/16 4
TYP
3"x3/8" BENT PL w/ (1)
1" DIA A325-N BOLT
1" DIA A36 STEEL
ROD TYP
4"x3/8" FULL DEPTH
STIFFENER PL TYP
8 1/2"x1'-4"x3/8" PL w/ (5)
3/4" DIA A325-N BOLTS
3"x3/8" BENT PL w/ (1)
1" DIA A325-N BOLT
1/4 1/4
TYP
1/4
1/43 SIDES
TYP
SF503
B1
NOTE: BEAMS AND TOP FLANGE OF
GIRDER NOT SHOWN FOR CLARITY
GRID
GRID
5/16 4
TYP
5/16 4
TYP
1" DIA A36 STEEL
ROD TYP
3"x7"x3/8" PL w/ (1)
1" DIA A325-N BOLT
TYP
HSS5X2-1/2X1/4 w/ (4) 3/4"
DIA A325-N BOLTS TYP
8-1/2"x15"x3/8" PL
12"x3/8" BENT PL
GRID
GRID
SF503
B3
5/16 4
TYP
3/8" SHEAR PL BTWN TOP
STIFFENER AND CAP PL w/
(4) 3/4" DIA A325-N BOLTS
L4X4X3/8 w/ (3) 1" A325-N
BOLTS
1/2" FULL DEPTH
STIFFENERS
9"x3/8" BENT PL
3"x7"x3/8" PL w/ (1)
1" DIA A325-N BOLT
TYP
1" DIA A36 STEEL
ROD
1/4
SF503
A4
GRID
GRID
5/16 4
TYP
5"x3/8" FULL DEPTH
STIFFENER PL
8"x3/8" BENT PL
1" DIA A36 STEEL
ROD TYP
3"x7"x3/8" PL w/ (1)
1" DIA A325-N BOLT
TYP1/4
TYP
GRID
1" DIA A36 STEEL
ROD TYP
NOTE: FRONT FLANGE OF COLUMN
NOT SHOWN FOR CLARITY
3"x3/8" BENT PL w/ (1)
1" DIA A325-N BOLT
3"x3/8" BENT PL w/
(1) 1" DIA A325-N
BOLT
4"x3/8" FULL DEPTH
STIFFENER PL TYP
8 1/2"x1'-4"x3/8" PL w/ (5)
3/4" DIA A325-N BOLTS
TYP
1/2" FULL DEPTH
STIFFENER TYP
STRIP ONE SIDE OF
BEAM FLANGE AS
REQUIRED TYP
1/4
1/4 3 SIDES
TYP
GRID
1" DIA A36 STEEL
ROD
3"x3/8" BENT PL w/
(1) 1" DIA A325-N
BOLT
8 1/2"x1'-4"x3/8" PL w/
(5) 3/4" DIA A325-N
BOLTS
4"x3/8" FULL DEPTH
STIFFENER PL
3/8" CAP PL
1/4 1/4
3 SIDES
STRIP ONE SIDE OF
BEAM FLANGE AS
REQUIRED
NOTE: REFER D1 / SF503
GRID
1" DIA A36 STEEL
ROD TYP
HSS5X2-1/2X1/4 w/ (4)
3/4" DIA A325-N
BOLTS TYP
3"x7"x3/8" PL w/ (1)
1" DIA A325-N BOLT
TYP
8-1/2"x15"x3/8" PL
12"x3/8" BENT PL w/ (8) 3/4"
DIA A325-N BOLTS. (4)
BOLTS ALONG EACH LEG
12"x3/8" BENT PL w/ (8) 3/4"
DIA A325-N BOLTS. (4)
BOLTS ALONG EACH LEG
1/4" BENT PL1/4
2 1/4
2 3/41/4 1/4
TYP
3-1/2"x8-1/2x3/8" PL w/ (3) 3/4" DIA
A325-N BOLTS TYP
D3 / SF503NOTE: REFER
SF503
B2
GRID
GRID
5/16 4
TYP
5/16 4
TYP
1" DIA A36 STEEL
ROD TYP
3"x7"x3/8" PL w/ (1) 1"
DIA A325-N BOLT TYP
HSS5X2-1/2X1/4 w/ (4) 3/4"
DIA A325-N BOLTS
8-1/2"x15"x3/8" PL 12"x3/8" BENT PL
15"x3/8" BENT PL
L3X2-1/2X5/16 LLH
14-1/2"x4"x3/8" PL
3/4" DIA A325-N BOLT
GRID
1" DIA A36 STEEL
ROD TYP
1/4" BENT PL
2 1/4
2 3/4 3-1/2"x6"x3/8" PL w/
(2) 3/4" DIA A325-N
BOLTS
3-1/2"x8-1/2"x3/8" PL w/ (2) 3/4" DIA
A325-N BOLTS
4"x14-1/2"x3/8" PL
6" L3X2-1/2X5/16
LLH EACH SIDE
OF PLATE
6"x10"x3/8" PL
(2) 3/4" DIA
A325-N BOLTS
HSS5X2-1/2X1/4 w/ (4)
3/4" DIA A325-N
BOLTS
12"x3/8" BENT PL w/ (8) 3/4"
DIA A325-N BOLTS. (4)
BOLTS ALONG EACH LEG
12"x3/8" BENT PL w/ (8) 3/4"
DIA A325-N BOLTS. (4)
BOLTS ALONG EACH LEG
1/4
1/4 1/4
TYP
NOTE: REFER D4 / SF503
1" DIA A36 STEEL
ROD
5"x3/8" FULL DEPTH
STIFFENER PL
8"x3/8" BENT PL 3"x7"x3/8" PL w/ (1) 1"
DIA A325-N BOLT TYP
3-1/2"x6"x3/8" PL w/ (2)
3/4" DIA A325-N BOLTS
w/ LSL FOR ERECTION.
WELD SHAPE AFTER
LINE UP OF HANGAR
DOOR SUPPORT.
L4X4X1/2 w/ (2) 3/4"
DIA A325-N BOLTS
10"x14"x3/8" PL
5"x11"x3/8" PL w/ (3) 3/4"
DIA A325-N BOLTS
6"x10"x3/8" PL w/ (2) 3/4"
DIA A325-N BOLTS
1/4 6 1/4 6
1/4 1/4
HSS12X2
TO W12
1/2"X12"X1'-0" PL W/ (4)
3/4" DIA A325-N BOLT
HSS12X12 (REF ELEV)
COPE W12 FLANGE
1/4"X4"X6" CONT BENT PL1/4
HSS12X2
TO PL
(2) 3/4" DIA A325-N
BOLTS w/ LSL FOR
ERECTION. WELD
SHAPE AFTER
LINE UP OF
HANGAR DOOR
SUPPORT.
(4) 3/4" DIA A325-N
BOLTS w/ SLOPED
WASHERS. SHIM AS
REQUIRED
1/4 1/4
1/4
1/4
3 SIDES
1/4 3
3 SIDES
3"
3"
NOTE: ADDITIONAL CONNX
INFORMATION REFER TO
SECTION . GC TO
COORD ALIGMENT OF HANGAR
DOOR SUPPORT WITH MFG.
B1 / SF504
4" 3" 4"SF504
D3
NOTE: REFER C1 / SF503
1/4 1/4
1' -2
10"
GRID
1" DIA A36 STEEL
ROD
3/8" SHEAR PL BTWN TOP
STIFFENER AND CAP PL w/
(4) 3/4" DIA A325-N BOLTS
L4X4X3/8 w/ (3) 1" DIA
A325-N BOLTS
1/2" FULL DEPTH
STIFFENERS
9"x3/8" BENT PL (1)
1" DIA A325-N
BOLT
3"x7"x3/8" PL w/ (1)
1" DIA A325-N BOLT
TYP
3/8" CAP PL
1/4
STEEL COLUMN REFER
PLAN
NOTE: REFER C2 / SF503
BRACING ROD NOTES:
1. PROVIDE TURNBUCKLE FOR 1" DIA ROD NEAR MID-SPAN OF
ROD WHEN FACTORY LENGTH OF ROD IS SMALLER THAN
BRACING LENGTH REQUIRED. COORDINATE FINAL LOCATION OF
TURNBUCKLES WITH ARCHITECT PRIOR TO FABRICATION.
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\nw c\D ocum ents\M y R evit\02700_S tru_N C hapm an9285M
.rvt
6/24/2022 5:13: 07 PM
FRAMING DETAILS
SF503
TJD
GMR
GMR
0 6" 1' 2'
1" = 1'-0"
SCALE: 1" = 1'-0"
SECTIOND1 SCALE: 1" = 1'-0"
SECTIOND2 SCALE: 1" = 1'-0"
SECTIOND3
SCALE: 1" = 1'-0"
SECTIONC2SCALE: 1" = 1'-0"
SECTIONC1 SCALE: 1" = 1'-0"
SECTIONC4SCALE: 1" = 1'-0"
SECTIONC3
SCALE: 1" = 1'-0"
SECTIONB1
SCALE: 1" = 1'-0"
SECTIOND4
SCALE: 1" = 1'-0"
SECTIONB2
SCALE: 1" = 1'-0"
SECTIONA4
SCALE: 1" = 1'-0"
SECTIONB3
1 ADDENDUM 4 06/28/2022
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
C
B
SF505
D4
SF505
D1
SF505
D4
SIM
SF505
D1
SIM
STEEL BEAM REFER
PLAN TYP
STEEL DECK BEYOND
REFER PLAN
1/4" BENT PL TYP
12" CMU WALL
REFER PLAN
STEEL BEAM
REFER PLAN
3/4" X 6" X 1'-0"
BEARING PLATE
W/ (2) #4 X 16" DBA'S
HIGH STRENGTH
NON-SHRINK GROUT
1/4
SHIM AS
REQ'D
GROUT SOLID
AROUND BEAMS
PROVIDE 2 CONT BOND BEAMS
BELOW ALL BEAM BEARINGS
1'-1 5/8"8"
116'-8 5/32"
1/4" CAP PL
A A.3
3/8" PL w/ (2) 3/4" DIA A325-N
BOLTS REFER 2 / S-006
3/8" PL w/ (2) 3/4" DIA
A325-N BOLTS
REFER 2 / S-006
STEEL DECK BEYOND
REFER PLAN
W10X12 TYP 3/8" PL w/ (2) 3/4" DIA
A325-N BOLTS
REFER 2 / S-006
STEEL BEAM
REFER PLAN
6-1/2"x11"x3/8" PL w/
(4) 3/4" DIA A325-N
BOLTS
(2) 6-1/2"x9"x3/8" PL w/ (6) 3/4" DIA
A325-N BOLTS
STEEL DECK REFER
PLAN
CMU WALL
END CONDITION
1/4
1/4
3/4" X 6" X 1'-0"
BEARING PLATE
W/ (2) #4 X 16" DBA'S
HIGH STRENGTH
NON-SHRINK GROUT
1/4
SHIM AS
REQ'D
1'-0"
PROVIDE 2 CONT
BOND BEAMS
BELOW ALL
BEAM BEARINGS
2 7/8"
EDGE OF DECK
A.3 6'-9"
STEEL DECK
REFER PLAN
C8X11.5
3/8" PL w/ (2) 3/4"
DIA A325-N BOLTS
TYP
3-1/2"x15"x3/8" PL w/ (5) 3/4" DIA
A325-N BOLTS
STEEL BEAM
REFER PLAN
L3X3X3/16
TOP RAIL
CONT TYP
1 1/2" 22 GA STEEL
DECK ATTACH TO
ANGLE POSTS W/
#12 SCREWS AT 12"
OC
(REFER
PLAN) FOR
LOCATION
AT 5'-0" O.C.
MAX
1/4" STIFFENER PLATE
AT EA ANGLE POST
1/4" CHECKERED
STEEL PLATE
L4x3x1/4 TOE KICK
3/16 3/16
3/16 2-12
TYP PL TO
BM
5/16
STEEL BEAM
(REFER PLAN)
PI
PE
/2 S
TD
L2 -1
/2 X2
-1 /2
X1 /4
6"
3/16
TYP
L2 1/2x2 1/2x1/4
3x6 1/2x1/4" PL w/ (2) 3/4" A325-N
BOLTS TYP
5/16
TYP
3/16
3 SIDES
TYP
5/16
3/16
REMOVABLE GUARDRAIL
REFER PLAN
3/16 3/16
3' -6
PIPE 2 1/2 STD
SLEEVE
1'-10" 2'-7 3/8" 5'-4 5/8" 1'-0"
132'-9 1/2"
H S
S4 X4
X5 /1
H S
S4 X4
X5 /1
W12X26
MC12X45
L4 X4X
1/2
1'-6" 7'-4"
A1
SF504
COMPACT 1.4" X 0.25" X 2" STAINLESS
STEEL EYEBOLT ANCHOR FOR FALL
ARREST ANCHOR POINT (OSHA
1910.140 AND OSHA 1926.502
APPROVED), ONE AT EACH HSS4X4
POST TO INTERIOR OF HANGAR BAY
H G
5' -0
5'
-0
4' -1
/2
3 SIDES TO
C12 TYP
W8X21
C12 L4x4x1/4x0'-9"
9"
C12
L4x4x1/4 w/ (2) 3/4"
DIA A325-N BOLTS
3" 6" 3"3 SIDES
TO HSS
3 SIDES
TO HSS
HSS12X2
TO W12
2'-7 3/8"
1/2"X12"X1'-0" PL W/ (4)
3/4" DIA A325-N BOLT
HSS12X2
(REF ELEV)
HSS12X12 (REF ELEV)
COPE W12 FLANGE
1/4"X4"X6" CONT BENT PL1/4
HSS12X2
TO PL
127'-10 1/2"
127'-1"
NOTE: FOR ADDITIONAL INFORMATION REFER A4 / SF503
OH
125'-11"
129'-5"
BOT OF W8
SF504
D3
TOS
SF504
C4
SF504
C3
122'-0 1/2"
C12
L4x4x1/4x0'-9"
3 SIDES
TO HSS
SF504
B1
MC12X45
1 1/2"
3/
4" T
YP
L6X4X3/8X1'-0" LLV
W/ (2) 3/4" DIA BOLT
(2) 3/4" DIA BOLT TC A
MACHT L6 BOLT
SPACING PROVIDE
SHIM PL
2"
SHIM AS REQ'D
STEEL BEAM REFER PLAN
3"x6-1/2"x1/4" PL w/ (2)
3/4" DIA A325-N BOLTS
TYP
1/4" CHECKERED
STEEL PL
L4X3X1/4 TOE
KICK TYP
L3X3X3/16 TOP
RAIL CONT.
CUT OUT STEEL DECK FOR
VERTICAL LIFT FABRIC
DOOR HOIST CLEARANCE
REFER MANUFACTURER
DOOR HOIST
PIPE 1-1/2" STD
w/ 2-1/2" STD
SLEEVE TYP
1'-7"
1' -7
4"x7"x3/8" PL w/ (2) 3/4"
DIA A325-N BOLTS
6"x10"x3/8" PL w/ (2) 3/4"
DIA A325-N BOLTS 1/4 6
1/4 6
1/4 1/4
4"x7"x3/8" PL w/ (2) 3/4"
DIA A325-N BOLTS
6"x10"x3/8" PL w/ (2) 3/4"
DIA A325-N BOLTS 1/4 6
1/4 6
1/4 1/4
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\nw c\D ocum ents\M y R evit\02700_S tru_N C hapm an9285M
.rvt
6/24/2022 5:13: 08 PM
FRAMING DETAILS
SF504
TJD
GMR
GMR
SCALE: 3/4" = 1'-0"
SECTIONA3 1' 3'2'0
3/4" = 1'-0"
0 6" 1' 2'
1" = 1'-0"
SCALE: 3/4" = 1'-0"
SECTIONB3
SCALE: 3/4" = 1'-0"
SECTIONB5
SCALE: 1 1/2" = 1'-0"
TYP MECHANICAL PLATFORM GUARDRAIL SECTIONA1
SCALE: 1" = 1'-0"
SECTIONB1
SCALE: 1" = 1'-0"
SECTIOND3
6" 1'-6"1'0
1 1/2" = 1'-0"
SCALE: 1" = 1'-0"
SECTIOND4
SCALE: 1 1/2" = 1'-0"
SECTIONC4SCALE: 1 1/2" = 1'-0"
SECTIONC3
1 ADDENDUM 4 06/28/2022
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
M12C
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\gaz\D o cum ents\M y R evit\02700_Arch_G ZalabakZ5W
7D .rvt
6/28/2022 2:12: 22 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: NTS
PARTITION TYPES1
1 ADDENDUM 3 06/14/2022
2 ADDENDUM 4 06/28/2022
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
C1 A-201
A1 A-202
A1 A-201
C1 A-202
A-301 D1
A-301 D1
A-301 C1
A-301 C1
A-301 A1
A-301 A1
A-302 B2
A-302 B2
A-302 D2
A-302 D2
1/ 2"
1'
-0
1/2" / 1'-0"
1/2" / 1'-0"
PRIMARY ROOF DRAIN
OVERFLOW ROOF DRAIN
LOW-SLOPE
MEMBRANE ROOF
PRIMARY ROOF
DRAIN
OVERFLOW
ROOF DRAIN
LOW-SLOPE
MEMBRANE
ROOF
PRIMARY
ROOF
DRAIN
OVERFLOW
ROOF
DRAIN
LOW-SLOPE
MEMBRANE ROOF
PRIMARY ROOF DRAIN
OVERFLOW ROOF DRAIN
ROOF
ACCESS
HATCH
FALL
PROTECTION
FALL
PROTECTION
SKYLIGHT
WALKWAY
PADS
WALKWAY
PADS
WALKWAY
PADS
WALKWAY
PADS
LOW-SLOPE
MEMBRANE
ROOF
MECH
EQUIPMENT
MECH
EQUIPMENT
MECH
EQUIPMENT
MECH
EQUIPMENT
ROOF
ACCESS
LADDER
ROOF
ACCESS
LADDER
MECH
EQUIPMENT
MECH EQUIPMENT
MECH EQUIPMENT
1/ 2"
1'
-0
GAS PIPE
ON ROOF
1/2" / 1'-0"
1/2" / 1'-0"
1/2" / 1'-0"
1/2" / 1'-0"
1/2" / 1'-0"
CRICKET
CRICKET
CRICKET
SUNSHADES
SUNSHADES
AWNING
AWNING
AWNING
AWNING
AWNING
AWNING
EQ EQ
25'-0"
42" GUARDRAIL
1' -0
CRICKET
CRICKET
CRICKET
BID OPTION 1
MECH
EQUIPMENT
(ON GROUND)
IG-501 A1
2 2
2 2
2 2
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\gaz\D o cum ents\M y R evit\02700_Arch_G ZalabakZ5W
7D .rvt
6/28/2022 2:12: 21 PM
ROOF PLAN
A-140
JMI
JRT/JBC
JBC
SCALE: 3/32" = 1'-0"
COMPOSITE ROOF PLANA1
8' 24'16'0
3/32" = 1'-0"
GENERAL NOTES
A. ALL ROOF SLOPES SHALL BE 1/2" PER 1' - 0" UNLESS
NOTED OTHERWISE.
B. ALL DRAINAGE CRICKETS SHALL BE 1/2" PER 1' - 0".
C. BASE ROOF INSULATION SHALL BE R-30 MINIMUM.
D. ALL PARAPET CAPS ARE PRE-FINISHED METAL.
E. LIGHTENING PROTECTION SHALL HAVE STRAP OVER
PARAPET AND FASTENED TO PLYWOOD.
1 ADDENDUM 2 06/08/2022
2 ADDENDUM 4 06/28/2022
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
OVERHEAD
COILING DOOR
OVERHEAD COILING
DOOR JAMB GUIDES
OVERHEAD COILING
DOOR HOOD
CMU BOND BEAM
RE: FLOOR PLANS
CMU
OVERHEAD COILING
DOOR JAMB GUIDES
STEEL ANGLE
BY MANF.
OVERHEAD
COILING DOOR
CMU
R E:
F
LO
O R
P
LA
N
C M
U
EXPANSION
ANCHOR BOLT
CONT SEALANT, BOTH SIDES
DOUBLE JAMB STUDS TYP
AT ALL JAMBS (CLIP
TOGETHER AT 12" OC VERT)
ALUMINUM
WINDOW
SYSTEM
R E:
F
LO
O R
P
LA
N S
PA
R
TI
TI
O N
2" 4 1/2"
1/
2"
6"
3/8" 2"
HEAD/SILL
INSULATED
OUTSIDE GLAZING
JAMB
INSULATED
OUTSIDE GLAZING
HEAD/JAMB/SILL
INT 1/4" GLZ
SHIM AS REQUIRED
@ EXT: LOW EXPANSION FOAM FILL
IN PERIMETER FRAME JOINT CAVITY
@INT: SHIM AS REQUIRED
FABRIC HANGAR DOOR
MFR
EXTRUSION
VERTICAL
INSULATED METAL
WALL PANEL
INSULTED METAL
SOFFIT PANEL
DOOR CLEAR HEIGHT
121'-8 1/2"
6'
2"
1' -7
2" INSULATED METAL
PANEL SOFFIT
2" INSULATED METAL
WALL PANEL
STRUCTURAL FABRIC
DOOR SUPPORT
SHEET METAL TRIM
4'-7"
CATWALK GUARDRAIL
DOOR HOIST ENCLOSURE
1'-7" X 1'-7" X 4'-7"
FABRIC DOOR FLOOR SEAL
FABRIC DOOR BOTTOM BEAM
FABRIC DOOR
INTERMEDIATE BEAMS
FABRIC DOOR BEAM CLAMPS
8" 8" 8"
COLD-FORMED METAL FRAMING
TO SUPPORT METAL PANEL SOFFIT
GROUND FLOOR
100'-0"
PAVING (REFER TO CIVIL)
SLAB OF GRADE
WITH RIDGE AT
CENTER OF DOOR
FABRIC HANGAR DOOR
FLOOR SEAL WITH
SAFETY EDGE
1/4" / 1'-0"1/4" / 1'-0"
SCHEDULED WINDOW
SHIM & CAULK
SCHEDULED FLOOR
CONC. FLOOR SLAB
SHIM & CAULK
SCHEDULED WINDOW
GYP BD
PLYWOOD BLOCKING
6" CFMF W/ SOUND BATT
INSUL.
6" CFMF W/ SOUND
BATT INSUL.
SCHEDULED WINDOW
6" CFMF BOX BEAM
PLYWOOD BLOCKING
GYP BD
SHIM AND SEALANT
5/8" GYP BD
(2 LAYERS)
FIRE SEALANT
6" CH STUD
6" CHANNEL
BEAM
ANGLE
8" BOND BEAM
1" SHAFT
LINER
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\gaz\D o cum ents\M y R evit\02700_Arch_G ZalabakZ5W
7D .rvt
6/28/2022 2:12: 31 PM
DETAILS
A-501
JMI
BDR
JBC
SCALE: 3" = 1'-0"
HEAD DETAILD2
SCALE: 3" = 1'-0"
JAMB DETAILD3
SCALE: 3" = 1'-0"
NOT USEDD1
SCALE: 3" = 1'-0"
STOREFRONT, HEAD, JAMB, SILL DETAILSA3
SCALE: 1 1/2" = 1'-0"
HEAD DETAILB1
SCALE: 1 1/2" = 1'-0"
SILL DETAILA1 3" 9"6"0
3" = 1'-0"
6" 1'-6"1'0
1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"
WINDOW SILL DETAILB3 SCALE: 1 1/2" = 1'-0"
WINDOW JAMB DETAILB4 SCALE: 1 1/2" = 1'-0"
WINDOW HEAD DETAILB5
SCALE: 1 1/2" = 1'-0"
SECTION DETAILA5
1 ADDENDUM 2 06/08/2022
2 ADDENDUM 3 06/14/2022
3 ADDENDUM 4 06/28/2022
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
GROUND FLOOR
100'-0"
SCHEDULED GLAZING
SHIM AND SEALANT
BACKER ROD
AND SEALANT
PAVING, REFER
TO CIVIL
SLAB ON GRADE
ROOF FRAMING
115'-0"
STEEL
STRUCTURE
ROOF
MEMBRANE
6" ROOF
INSULATION
(R-30)
STEEL DECK
5/8" SHEATHING ON
EA SIDE
ROOF PROTECTION
BOARD
DEFLECTION TRACK
8" CFMF
A.3
SHIM TRACK
13 ROOF
MEMBRANE
6" ROOF
INSULATION
(R-30)
STEEL
DECK
2 LAYERS 5/8"
GYP. BD.
CH STUD
STEEL BEAM
DEFLECTION
TRACK
1" SHAFT LINER
BATT
INSULATION
(R-25)
ROOF
PROTECTION
BOARD
STEEL COLUMN
+/- 9 1/4" +/- 9 1/4"
GROUND FLOOR
100'-0"
ONE HOUR
RATED 8"
CMU
1' -4
SLAB ON
GRADE
FOOTING
8" 8"
SCHEDULED
BASE
8" CMU BOND BEAM,
RE: STRUCTURAL
GROUND FLOOR
100'-0"
ONE HOUR
RATED 12"
CMU WALL
5/8" GYPSUM
WALLBOARD
8" BATT
INSULATION
(R-25)
8" CFMF
SLAB ON GRADE
PORCELAIN
WALL TILE
8" TRACK
FOOTING
SCHEDULED BASE
C
ADMIN ROOF
116'-8"
ROOF
MEMBRANE
6" ROOF
INSULATION
(R-30)
STEEL DECK
12" CMU
8" BATT
INSULATION
(R-25)
8" CFMF
5/8" GYPSUM
WALLBOARD
4" VERTICAL
INSULATED METAL
PANEL (R-32)
ROOF
PROTECTION
BOARD
8" TRACK
TURN MEMBRANE
UP PANEL (SIM
D5/AE-502)
CFMF
INFILL AT
16" O.C.
FASTNER
EXPANSION
JOINT (EJ-2)
FLEXIBLE
FLASHING
FT WOOD
BLOCKING
STEEL ANGLE
STEEL
STRUCTURE
STEEL CHANNEL
VAPOR
BARRIER
1'-2"
10"
8" CMU GROUT
FILLED
CAST STONE
COPING
4" SPLIT
FACED CMU
4" CAVITY WALL
INSULATION (R-15)
4" INSULATED
METAL PANEL
VERTICAL JOINT
(R-32)
BACKER ROD
& SEALANT
STEEL CHANNEL
STEEL COLUMN
L3X3X3/16 STEEL
ANGLE CONT GALV
W/ DIA POST
INSTALLED
ANCHOR AT 24" OC
BACKER ROD
& SEALANT
PERIMETER
ANGLE
1"
PREFINSIHED
METAL FLASHING
GROUND FLOOR
100'-0"
ONE HOUR
RATED 8" CMU
WALL
4" CAVITY WALL
INSULATION
(R-15)
4" CMU SPLIT-FACED
FLUID APPLIED
AIR BARRIER
PRE-FINISHED
METAL FLASHING
WEEP
CONCRETE CURB
MORTAR NET
PAVEMENT
(REFER CIVIL)
REFER PLANS
BACKER ROD &
SEALANT
TRANSLUCENT
PANELS (R-12.5)
4" INSULATED
METAL PANEL
VERTICAL JOINT
(R-32)
STEEL CHANNEL
INSTALL PANELS
PER MFG SPECIFICATIONS
STEEL COLUMN
STEEL ANGLE
TRANSLUCENT
PANELS
(R-12.5)
4" INSULATED
METAL PANEL
VERTICAL JOINT
(R-32)
STEEL CHANNEL
STEEL COLUMN
INSTALL PANELS
PER MFG SPECIFICATIONS
STEEL ANGLE
1'-4" 10"
4" INSULATED
METAL PANEL
VERTICAL JOINT
(R-32)
EXTEND ROOF
MEMBRANE UP &
OVER PARAPET
6" ROOF
INSULATION
(R-30)
STEEL DECK
ROOF
PROTECTION
BOARD
PRE-FINISHED
METAL PARAPET
CAP
WOOD
BLOCKING
TAPERED
INSULATION
8" BATT
INSULATION
(R-25)
STEEL
STRUCTURE
EXTERIOR
SHEATHING
FT WOOD
BLOCKING
STEEL ANGLE
2'-2"
SLOPE
BATT
INSULATION
(R-25)
EXTERIOR
GYPSUM
WALLBOARD
EXTERIOR
INSULATION AND
FINISH SYSTEM
(E.I.F.S.) (R-16)
8" CFMF
EXTERIOR
SHEATHING
PRE-FINISHED
METAL
PARAPET CAP
EXTEND ROOF
MEMBRANE UP &
OVER PARAPET
WOOD
BLOCKING
6" ROOF
INSULATION
(R-30)
STEEL DECK
VAPOR BARRIER
ROOF
PROTECTION
BOARD
T.O. PARAPET
119'-4"
STEEL
STRUCTURE
COMPRESSION
BAR
FT WOOD
BLOCKING
STEEL ANGLE
SLOPE
1'-2" TYP.
GROUND FLOOR
100'-0"
EDGE OF SLAB
CAVITY WALL
INSULATION (R-15)
8" CFMF
BATT INSULATION (R-25)
5/8" GYP. BD.
EXTERIOR SHEATHING
FLUID APPLIED AIR
BARRIERWEEP
4" CMU
SPLIT FACE
SCHEDULED BASE
8" TRACK
8"
CAST STONE
COPING
PRE-FINISHED
METAL FLASHING
PAVEMENT
(REFER CIVIL)
GROUT FILL
GRAVEL FILL
MORTAR NET
MASONRY
WALL TIES
PREFINSIHED
METAL FLASHING
BACKER ROD
& SEALANT
REFER PLANS
CONT L3X3X3/16 GALV
ANGLE ATTACHED
TO TO STUDS WITH 2 #10
TEK SCREWS AT 16" O.C.
EXTERIOR
INSULATION AND
FINISH SYSTEM
(E.I.F.S.) (R-16)
BOND BREAKER
FINISHED SOFFIT
109'-0"
ROOF MEMBRANE OVER
PROTECTION BOARD
EDGE ANGLE
6" ROOF TAPERED
INSULATION (R-30)
PRE-FINISHED
METAL DRIP EDGE
HORIZONTAL
INSULATED METAL
PANELS - COLOR #2
MEMBRANE
FLASHING
CONTINUOUS
CLEAT
TREATED WOOD
BLOCKING
STEEL
CHANNEL
EXTERIOR
SHEATHING ON
CFMF
EXTERIOR
SHEATHING ON
CFMF
INSULATED METAL
PANELS - COLOR #2
M
IN
8"
COORDINATE
THROUGH WALL
FLASHING DETAIL
WITH PANEL MFR
PRE-FINISHED
METAL REGLET
AND COUNTER
FLASHING
ROOFING
MEMBRANE
TURNED UP
METAL PANEL
9'-1 1/4"
MFR
EXTRUSION BACKER ROD
& SEALANT,
EA. SIDECURTAINWALL
SYSTEM
CFMF BOX
BEAM
STEEL
STRUCTURE
WOOD
BLOCKING
CEILING AS
SCHED.
5/8" GYP BD
8" CFMF
BATT
INSULATION
SHIM AS
REQUIRED
TREATED WOOD
BLOCKING
STEEL DECK
SLOPE
T.O. PARAPET
119'-4"
4' -0
COMPRESSION
BAR
PRE-FINISHED METAL
PARAPET CAP
WOOD BLOCKING
VAPOR
RETARDER
6" ROOF
INSULATION (R-30)
ROOF PROTECTION
BOARD
EXTEND ROOF
MEMBRANE UP &
OVER PARAPET
STEEL DECK
ONE HOUR
RATED 8" CMU
8" CFMF
EXTERIOR
SHEATHING
BATT INSULATION
(R-25)
VAPOR
BARRIER
EXTERIOR
INSULATION AND
FINISH SYSTEM
(E.I.F.S.) (R-16)
STEEL ANGLE
SLOPE
J
METAL
DECK
6" ROOF
INSULATION
R(30)
ROOFING
MEMBRANE
OVER ROOF
PROTECTION
BOARD
WOOD
BLOCKING
EXPANSION
JOINT (EJ-1)
4" INSULATED
METAL PANEL
VERTICAL JOINT
(R-32)
ROOF MEMBRANE
COUNTER-
FLASHING
AIR BARRIER
STEEL
COLUMN
8" CMU
3-5/8" CFMF @
16" OC
VERTICALLY
COUNTER-
FLASHING
10"
EDGE ANGLE
SHEET METAL
CLOSURE
ATTACHED ONLY
TO CMU
FILL CAVITY
WITH BATT
INSULATION
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\gaz\D o cum ents\M y R evit\02700_Arch_G ZalabakZ5W
7D .rvt
6/28/2022 2:12: 25 PM
DETAILS
A-502
JMI
JRT/JBC
JBC
SCALE: 1 1/2" = 1'-0"
SECTION DETAILB3
SCALE: 1 1/2" = 1'-0"
SECTION DETAILC3
SCALE: 1 1/2" = 1'-0"
SECTION DETAILB2
SCALE: 1 1/2" = 1'-0"
SECTION DETAILA2
SCALE: 1 1/2" = 1'-0"
SECTION DETAILC2
6" 1'-6"1'0
1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"
SECTION DETAILD2
SCALE: 1 1/2" = 1'-0"
SECTION DETAILB1
SCALE: 1 1/2" = 1'-0"
SECTION DETAILA1
SCALE: 1 1/2" = 1'-0"
TRANSLUCENT PANEL SILL DETAILC1B
SCALE: 1 1/2" = 1'-0"
TRANSLUCENT PANEL HEAD/JAMB DETAILC1A
SCALE: 1 1/2" = 1'-0"
SECTION DETAILD1
SCALE: 1 1/2" = 1'-0"
SECTION DETAILD3
SCALE: 1 1/2" = 1'-0"
SECTION DETAILA3
SCALE: 1 1/2" = 1'-0"
SECTION DETAILD5
SCALE: 1 1/2" = 1'-0"
SECTION DETAILB5
SCALE: 1" = 1'-0"
SECTION DETAILA5
0 6" 1' 2'
1" = 1'-0"
1 ADDENDUM 4 06/28/2022
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
8" CFMF
EXTERIOR INSULATION
AND FINISH SYSTEM
(E.I.F.S.) (R-16)
FLUID-APPLIED
MEMBRANE AIR
BARRIER
MANUFACTURED
ALUM CANOPY
1/2" EXTERIOR
GYPSUM SHEATHING
HANGAR ROD
8" CFMF BOX
BEAM
6'-0"
BACKER ROD AND
SEALANT
110' - 4"
BO CANOPY
BENT PLATE PAINTED TO
MATCH EIFS COLOR
8" CFMF BOX
BEAM
5/8" GYP BD
CFMF
1/2" EXTERIOR
GYPSUM
SHEATHING
EXTERIOR INSULATION
AND FINISH SYSTEM
(E.I.F.S.) (R-16)
BACKER ROD &
SEALANT
FLUID-APPLIED
MEMBRANE VAPOR
BARRIER
3/4"
1/2" EXTERIOR
GYPSUM SHEATHING
EXTERIOR
INSULATION AND
FINISH SYSTEM
(E.I.F.S.) (R-16)
FLUID-APPLIED
MEMBRANE VAPOR
BARRIER
NOTE: REVEAL DIMENSIONS ARE MEASURED TO
THE CENTERLINE OF THE REVEAL
3/4"
CL
3/ 4"
3/ 4"
3/ 4"
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\gaz\D o cum ents\M y R evit\02700_Arch_G ZalabakZ5W
7D .rvt
6/28/2022 2:12: 31 PM
DETAILS
A-503
JBC
GAZ
GAZ
SCALE: 1 1/2" = 1'-0"
PRE-ENGINEERED METAL CANOPYA1
SCALE: 1 1/2" = 1'-0"
EIFS CONTROL JOINT DETAILC1
SCALE: 1 1/2" = 1'-0"
EIFS REVEAL JOINTB1
6" 1'-6"1'0
1 1/2" = 1'-0"
1 ADDENDUM 4 06/28/2022
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
PAINT/SAND/MIX
ELEC
DIRTY VEST
WASH BAY
128142
133 140
139A
137A
134A
131A
144B* 144C*
DIRTY ROOM
144.2
CLEAN ROOM
144.1
144.1*
144.2*
AIR SHOWER
144.3
EXTENTS OF PAINT BOOTH
144.2B*
PAINT/SAND/MIX
1.A.01 TYPE 3
ELEC
DIRTY VEST
WASH BAY
DIRTY ROOM
144.2
1.A.04 TYPE 2
1.A.03 TYPE 2
CLEAN ROOM
144.1
1.A.05 TYPE 6
1.A.06 TYPE 2
1.A.07 TYPE 12
1.A.08 TYPE 2
AIR SHOWER
144.3
RF3 RF1
EQ11
EQ12
EXTENTS OF PAINT BOOTH
GENERAL NOTES
A. SCHEDULES ARE NOT CONCLUSIVE AND SHOULD
BE CONSIDERED AS COMPLEMENTARY TO THE
CONSTRUCTION DOCUMENTS AS A WHOLE. ANY
QUESTIONS OR CONFLICTS SHOULD BE BROUGHT
TO THE ARCHITECTS ATTENTION.
B. PROVIDE A SMOOTH TRANSITION BETWEEN
DIFFERENT FLOOR MATERIALS.
C. REFER TO A-602 FINISH MATERIALS SCHEDULE FOR
MATERIAL MANUFACTURER AND COLOR.
D. REFER TO COMPOSITE INTERIOR SIGNAGE PLAN
B1/A-702 FOR FURNITURE, FIXTURES AND
EQUIPMENT.
INTERIOR FINISH
ABBREVIATION LEGEND
ACT ACOUSTICAL CEILING TILE
AFF ABOVE FINISHED FLOOR
CPT CARPET TILE
GYP BD GYPSUM WALL BOARD
ESD ELECTROSTATIC DISSIPATIVE TILE
EXP EXPOSED
FRP FIBERGLASS REINFORCED PLASTIC
FRRF FUEL RESTISTIVE RESINOUS FLOORING
GT GLASS…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .