ATTACHMENT 16 - Addendum No. 01 Updated CD Plans (Affected Sheets Only).pdf

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

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SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

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54321

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SHEET INDEX

G-002

JBC

JBC

JBC

SHEET INDEX

NUMBER TITLE

EP121 ELECTRICAL SECOND FLOOR POWER PLAN - SECTOR A

EP122 ELECTRICAL SECOND FLOOR POWER PLAN - SECTOR B

EP131 ELECTRICAL ROOF POWER PLAN

EP401 ELECTRICAL ENLARGED PLANS

EP501 ELECTRICAL HANGAR ELEVATION VIEWS AND TYPICAL

RECETPACLE CONTROL

EP601 ELECTRICAL POWER ONE-LINE DIAGRAM

EP701 ELECTRICAL PANEL SCHEDULES

EP702 ELECTRICAL PANEL SCHEDULES

EP703 ELECTRICAL PANEL SCHEDULES

EP704 ELECTRICAL PANEL SCHEDULES

EL111 ELECTRICAL FIRST FLOOR LIGHTING PLAN - SECTOR A

EL112 ELECTRICAL FIRST FLOOR LIGHTING PLAN - SECTOR B

EL121 ELECTRICAL SECOND FLOOR LIGHTING PLAN - SECTOR A

EL122 ELECTRICAL SECOND FLOOR LIGHTING PLAN - SECTOR B &

ROOF LIGHTING PLAN

EL501 ELECTRICAL LIGHTING DETAILS

EL502 ELECTRICAL LIGHTING DETAILS

EL503 ELECTRICAL LIGHTING DETAILS

EL601 ELECTRICAL LIGHTING CONTROL SCHEDULE

TELECOMMUNICATIONS

ET111 TELECOMMUNICATION FIRST FLOOR PLAN - SECTOR A

ET112 TELECOMMUNICATION FIRST FLOOR PLAN - SECTOR B

ET121 TELECOMMUNICATION SECOND FLOOR PLAN - SECTOR A

ET122 TELECOMMUNICATION SECOND FLOOR PLAN - SECTOR B

ET211 SPECIAL SYSTEMS GROUND FLOOR PAGING PLAN - SECTOR A

ET212 SPECIAL SYSTEMS GROUND FLOOR PAGING PLAN - SECTOR B

ET221 SPECIAL SYSTEMS SECOND FLOOR PAGING PLAN - SECTOR A

ET222 SPECIAL SYSTEMS SECOND FLOOR PAGING PLAN - SECTOR B

ET501 TELECOMMUNICATION DETAILS

ET601 TELECOMMUNICATION RISER DIAGRAM

TY111 TELECOMMUNICATION GROUND FLOOR SECURITY PLAN -

SECTOR A

TY112 TELECOMMUNICATION GROUND FLOOR SECURITY PLAN -

SECTOR B

TY501 SPECIAL SYSTEM DETAILS

SHEET INDEX

NUMBER TITLE

INTERIORS

IN111 GROUND FLOOR FINISH PLAN AREA 'A'

IN112 GROUND FLOOR FINISH PLAN AREA 'B'

IN121 SECOND FLOOR FINISH PLAN AREA 'A'

IN122 SECOND FLOOR FINISH PLAN AREA 'B'

IN500 INTERIOR FINISH DETAILS

IF111 GROUND FLOOR FURNITURE PLAN AREA 'A'

IF112 GROUND FLOOR FURNITURE PLAN AREA 'B'

IF121 SECOND FLOOR FURNITURE PLAN AREA 'A'

IF122 SECOND FLOOR FURNITURE PLAN AREA 'B'

IF600 FURNITURE SCHEDULE

IG111 GROUND FLOOR SIGNAGE PLAN AREA 'A'

IG112 GROUND FLOOR SIGNAGE PLAN AREA 'B'

IG121 SECOND FLOOR SIGNAGE PLAN AREA 'A'

IG122 SECOND FLOOR SIGNAGE PLAN AREA 'B'

IG500 SIGNAGE DETAILS

IG501 SIGNAGE DETAILS & MOUNTING HEIGHTS

IG600 SIGNAGE SCHEDULE

FIRE PROTECTION

F-001 FIRE PROTECTION LEGEND & ABBREVIATIONS AND FIRE ALARM

AREA PLANS

FD401 FIRE PROTECTION ROOM DEMOLITION PLAN

FX110 GROUND FLOOR FIRE SUPPRESSION PLAN

FX120 SECOND FLOOR FIRE SUPPRESSION PLAN

FX401 FIRE PROTECTION ROOM ENLARGED PLAN AND SECTIONS

FX601 FIRE SUPRESSION SCHEMATIC DIAGRAMS

FA111 GROUND FLOOR FIRE ALARM & MASS NOTIFICATION PLAN -

SECTOR A

FA112 GROUND FLOOR FIRE ALARM & MASS NOTIFICATION PLAN -

SECTOR B

FA121 SECOND FLOOR FIRE ALARM & MASS NOTIFICATION PLAN -

SECTOR A

FA122 SECOND FLOOR FIRE ALARM & MASS NOTIFICATION PLAN -

SECTOR B

FA601 FIRE ALARM RISER DIAGRAM

FA701 FIRE ALARM & MASS NOTIFICATION INPUT/OUTPUT MATRIX

FC110 PREACTION RELEASING SYSTEM PLAN

FC601 RELEASING SYSTEM RISER DIAGRAM

FC701 RELEASING SYSTEM CONTROLS INPUT / OUTPUT MATRIX

PLUMBING

P-111 GROUND FLOOR PLUMBING PLAN SECTOR A

MECHANICAL

M-001 LEGEND & ABBREVIATIONS

MD101 MECHANICAL DEMOLITION PLAN-FIRST FLOOR-SECTOR-A

MD102 MECHANICAL DEMOLITION PLAN-FIRST FLOOR-SECTOR-B

MD201 MECHANICAL DEMOLITION PLAN-SECOND FLOOR-SECTOR-A

MD202 MECHANICAL DEMOLITION PLAN-SECOND FLOOR-SECTOR-B

MD301 MECHANICAL DEMOLITION PLAN-ROOF-SECTOR-A

MD302 MECHANICAL DEMOLITION PLAN-ROOF-SECTOR-B

MH101 MECHANICAL HVAC PLAN-FIRST FLOOR-SECTOR-A

MH102 MECHANICAL HVAC PLAN-FIRST FLOOR-SECTOR-B

MH201 MECHANICAL HVAC PLAN-SECOND FLOOR-SECTOR-A

MH202 MECHANICAL HVAC PLAN-SECOND FLOOR-SECTOR-B

MH301 MECHANICAL HVAC PLAN-ROOF-SECTOR-A

MH302 MECHANICAL HVAC PLAN-ROOF-SECTOR-B

MP101 MECHANICAL PIPING PLAN-FIRST FLOOR-SECTOR-A

MP102 MECHANICAL PIPING PLAN-FIRST FLOOR-SECTOR-B

MP201 MECHANICAL PIPING PLAN-SECOND FLOOR-SECTOR-A

MP202 MECHANICAL PIPING PLAN-SECOND FLOOR-SECTOR-B

M-301 SECTIONS/ENLARGED VIEWS

M-501 DETAILS

M-502 DETAILS

M-601 FLOW DIAGRAMS

M-602 FLOW DIAGRAMS

M-701 SCHEDULES

M-702 SCHEDULES

M-801 CONTROLS

M-802 CONTROLS

M-803 CONTROLS

M-804 CONTROLS

M-805 CONTROLS

ELECTRICAL

E-001 LEGEND, ABBREVIATIONS, & MOUNTING HEIGHT DETAIL

EH101 ELECTRICAL HAZARDOUS AREA PLAN

EG101 ELECTRICAL GROUNDING PLAN

EG102 ELECTRICAL GROUNDING PLAN - SECOND FLOOR

EG103 LIGHTNING PROTECTION PLAN

EG501 GROUNDING AND LIGHTNING PROTECTION DETAILS

EG502 GROUNDING AND LIGHTNING PROTECTION DETAILS

EG601 ELECTRICAL GROUNDING ONE-LINE

ED101 ELECTRICAL DEMOLITION PLAN

ED102 ELECTRICAL SECOND FLOOR DEMOLITION PLAN

EP110 GROUND FLOOR MECHANICAL POWER PLAN

EP111 ELECTRICAL FIRST FLOOR POWER PLAN - SECTOR A

EP112 ELECTRICAL FIRST FLOOR POWER PLAN - SECTOR B

EP120 SECOND FLOOR MECHANICAL POWER PLAN

SHEET INDEX

NUMBER TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-100 CODE SUMMARY

G-110 LIFE SAFETY PLAN - GROUND FLOOR

G-120 LIFE SAFETY PLAN - SECOND FLOOR

CIVIL

C-101 ACCESS PLAN

C-201 STORM WATER POLLUTION PREVENTION PLAN

C-202 STORM WATER POLLUTION PREVENTION DETAILS

C-301 REMOVAL PLAN

C-401 PROPOSED PLAN AND TYPICAL DETAILS

C-501 GRADING AND STAKING PLAN

STRUCTURAL

S-001 GENERAL NOTES

S-002 TYPICAL DETAILS

S-003 SPECIAL INSPECTIONS

S-004 SPECIAL INSPECTIONS

SB101 FOUNDATION AND SLAB PLAN

SB501 ENLARGED FOUNDATION PLANS AND DETAILS

SF101 SECOND FLOOR FRAMING PLAN

SF102 ROOF FRAMING PLAN

SF501 ENLARGED FRAMING PLANS AND DETAILS - SECOND FLOOR

SF502 ENLARGED FRAMING PLANS AND DETAILS - ROOF

SF503 ENLARGED FRAMING PLANS AND DETAILS - ELEVATOR ROOF

ARCHITECTURAL

A-001 ABBREVIATIONS AND SYMBOLS

A-002 PARTITION TYPES

AD110 COMPOSITE GROUND FLOOR DEMOLITION PLAN

AD120 COMPOSITE SECOND FLOOR DEMOLITION PLAN

AD130 COMPOSITE DEMOLITION ROOF PLAN

AD200 BUILDING ELEVATIONS - DEMOLITION

AD210 COMPOSITE GROUND FLOOR REFLECTED CEILING DEMOLITION

PLAN

AD220 SECOND FLOOR REFLECTED CEILING DEMOLITION PLAN

A-110 COMPOSITE GROUND FLOOR PLAN

A-111 GROUND FLOOR PLAN SECTOR A

A-112 GROUND FLOOR PLAN SECTOR B

A-120 COMPOSITE SECOND FLOOR PLAN

A-121 SECOND FLOOR PLAN SECTOR A

A-122 SECOND FLOOR PLAN SECTOR B

A-130 COMPOSITE ROOF PLAN

A-131 ROOF PLAN SECTOR A

A-132 ROOF PLAN SECTOR B

A-150 PAINT STRIPING PLAN - HANGAR

AC110 COMPOSITE GROUND FLOOR REFLECTED CEILING PLAN

AC111 GROUND FLOOR REFLECTED CEILING PLAN SECTOR A

AC112 GROUND FLOOR REFLECTED CEILING PLAN SECTOR B

AC120 COMPOSITE SECOND FLOOR REFLECTED CEILING PLAN

AC121 SECOND FLOOR REFLECTED CEILING PLAN SECTOR A

AC122 SECOND FLOOR REFLECTED CEILING PLAN SECTOR B

AC400 ENLARGED REFLECTED CEILING PLANS

A-201 BUILDING ELEVATIONS

A-202 BUILDING ELEVATIONS

A-300 BUILDING SECTIONS

A-305 WALL SECTIONS

A-400 ELEVATOR PLAN AND SECTIONS

A-401 ELEVATOR PLAN AND SECTIONS

A-402 ENLARGED GROUND FLOOR PLANS

A-403 ENLARGED SECOND FLOOR PLANS

A-404 INTERIOR ELEVATIONS

A-405 INTERIOR ELEVATIONS

A-406 INTERIOR ELEVATIONS

A-407 INTERIOR ELEVATIONS

A-408 CASEWORK SECTIONS

A-409 CASEWORK SECTIONS

A-410 CASEWORK SECTIONS

A-500 DOOR AND WINDOW DETAILS

A-501 ROOF DETAILS

A-505 DETAILS

A-600 SCHEDULES

A-601 WINDOW ELEVATIONS

A-602 ROOM FINISH SCHEDULE

A-603 FINISH MATERIALS SCHEDULE AND DETAILS

1 ADDENDUM 1 05/02/2022

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

OKLAHOMA CITY

OK

MEANS OF EGRESS REQUIREMENTS - 2018 NFPA 101 (U.N.O.)

SPECIAL PURPOSE INDUSTRIAL

(AIRCRAFT HANGARS)

OCCUPANT LOAD

FACTOR

BUSINESS USE

GENERAL PURPOSE

INDUSTRIAL USE

STORAGE/ MECHANICAL

USE

MAX. PROBABLE # OF

OCCUPANTS PRESENT

AT ANY TIME PER NFPA

101, TABLE 7.3.1.2

150 GROSS

(TABLE 7.3.1.2)

100 GROSS

(TABLE 7.3.1.2)

500 GROSS

(TABLE 7.3.1.2)

COMMON PATH

OF TRAVEL

100'

(TABLE 40.2.5.1)

100' (38.2.5.3.1)

100' (40.2.5)

100' (42.2.5)

MAXIMUM TRAVEL

DISTANCE TO EXITS

EXTERIOR INTERVAL

150' (40.6.2.2)

300' (38.2.6.3)

250'

(TABLE 40.2.6.1)

400'

(TABLE 42.2.6)

MINIMUM EXIT ACCESS

CORRIDOR WIDTH

44" (38.2.3.2)

36" (7.3.4.1)

36" (7.3.4.1)

50' (40.6.4)

50' (38.2.5.2.1)

50'

(TABLE 40.2.5.1)

100'

(TABLE 42.2.5)

MAXIMUM DEAD END

CORRIDOR LENGTH

MINIMUM NUMBER

OF EXITS

(40.6.2.1)

PER OCCUPANT

LOAD

(40.2.4.1.1)

CODE SUMMARY

OCCUPANCIES (IBC 2018)

ITEM 2018 IBC REQUIREMENT (U.N.O.)

GENERAL

ASSEMBLY GROUP A-3 (303.4) - PSGR WAIT / BRIEFING AREA

BUSINESS, GROUP B (304.1) - OFFICE AREAS

FACTORY GROUP F-1 (306.2) - SUPPORT SHOPS

STORAGE, GROUP S-1 (311.2) - HANGAR AREAS

OCCUPANCIES (NFPA 101, 2018) BUSINESS (6.1.11) - OFFICE AREAS

GENERAL PURPOSE INDUSTRIAL, GPI (40.1.2.1.1) - SUPPORT SHOPS

SPECIAL PURPOSE INDUSTRIAL, SPI (40.1.2.1.2) - HANGAR AREAS

CONSTRUCTION TYPE TYPE II-B (IBC, TABLE 601)

ALLOWABLE HEIGHT/STORIES UNLIMITED HEIGHT (UFC, 4-211-01, 3-3.1.7)/3 STORIES (IBC, TABLE 504.4)

ALLOWABLE AREA UNLIMITED TWO STORY (IBC 507.5)

ADAAG FULLY COMPLIANT

FIRE PROTECTION SYSTEMS

AIRCRAFT SERVICING AREA LOW-LEVEL HIGH EXPANSION FOAM SYSTEM AND WET PIPE

SPRINKLER SYSTEM (UFC 4-211-01)

ADMINISTRATION AND SHOPS WET PIPE SPRINKLER SYSTEM (UFC 3-600-01 FIRE PROTECTION)

FIRE RESISTANCE REQUIREMENTS

BOILER ROOMS, FURNACE

ROOMS, AND GENERAL

STORAGE ROOMS OVER 100 SF

1 HOUR OR AUTOMATIC FIRE EXTINGUISHING SYSTEM

(TABLE 509)

ELEVATOR EQUIPMENT

ROOM(S)

1 HOUR (UFC 3-600-01, 4-13.2)

NON-LOAD BEARING EXTERIOR WALLS0 HOUR (TABLE 602)

HANGAR COLUMNS 0 HOUR (UFC 4-211-01, 3-3.1.2)

FLOOR CONSTRUCTION 0 HOUR (TABLE 601)

ROOF CONSTRUCTION 0 HOUR (TABLE 601)

FIRE SEPARATION REQUIREMENTS

BUILDING DATA

BUILDING AREA

GROUND FLOOR

HANGAR BAYS

ADMINISTRATIVE AREAS

SUPPORT SHOPS

ACCESSORY STO AND MECH

40,800 SQUARE FEET

13,464 SQUARE FEET

7,99 SQUARE FEET

4,015 SQUARE FEET

BUILDING CODES AND STANDARDS

INTERNATIONAL MECHANICAL CODE 2018

INTERNATIONAL BUILDING CODE 2018

NATIONAL ELECTRICAL CODE 2020

NFPA 101 LIFE SAFETY CODE 2018

MINIMUM EGRESS WIDTH 0.3" PER OCCUPANT (NFPA 101, TABLE 7.3.3.1) 115 X 0.3" = 34.5"

EXIT ENCLOSURES 1 HOUR (NFPA 101, 7.1.3.2.1), 1 HOUR DOORS (NFPA 101, 8.3.2.2)

EXIT ENCLOSURES - HANGAR N/A

BETWEEN AIRCRAFT SERVICING

AREAS AND ALL OTHER OPERATIONS

1 HOUR (UFC 04-211-01, 3-3.1.2)

DRAFT CURTAINS RECTANGULAR ROOF POCKETS, MAX. 7,500 SF (UFC 4-211-01, 3-3.1.10)

BETWEEN ALL OTHER OCCUPANCIES NOT REQUIRED - MIXED USE NON-SEPARATED PER 508.3.2

TOTAL (GROSS SQUARE FEET) 81,224 SQUARE FEET

NFPA 409, STANDARD FOR AIRCRAFT HANGARS 2016

NATIONAL FIRE CODES (NFPA) LATEST EDITIONS

ICC/ANSI A117.1 2003

UNIFORM FEDERAL ACCESSIBILITY STANDARD (UFAS)

UFC 3-600-01, FIRE PROT. ENGINEERING FOR FACILITIES

UFC 1-200-01, GENERAL BUILDING REQUIREMENTS

UFC 4-010-01, MINIMUM ANTI-TERRORISM STANDARDS

ADDITIONAL UNIFIED FACILITY CRITERIA

ACCESSIBILITY FOR FIREFIGHTING

ALL WEATHER ACCESS MUST BE PAVED TO WITHIN 10M

(33 FT) FROM THE BUILDING (UFC 4-211-01, 3-3.1.11)

FIRE DEPARTMENT ACCESS ROADS

MUST COMPLY WITH NFPA 1 (18.2.3.5.1) ACCESS

ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF

NOT LESS THAN 20 FT.

PORTABLE FIRE EXTINGUISHERS - 2018 NFPA 10 (U.N.O.)

EXTINGUISHER SELECTION

MAX TRAVEL DISTANCE

CLASSIFICATION OF

HAZARD

EXTRA (HIGH) 5.4.1.3 HANGAR

BAY

ORDINARY (MODERATE) 5.4.1.2 -

STORAGE, SUPPORT SHOP

4A:60B:C

B: 50 FEET (TABLE 6.3.1.1)

LIGHT (LOW) 5.4.1.1

OFFICE AREAS

20A:120B:C

B: 50 FEET (TABLE 6.3.1.1)

4A:60B:C

B: 50 FEET (TABLE 6.3.1.1)

ELEVATOR SHAFT 1 HOUR (NFPA 101, 8-6.5)

FIRE PROTECTION ROOM 1 HOUR (UFC 4-211-01, 3-6.7)

SECOND FLOOR

ADMINISTRATIVE AREAS

ACCESSORY STO AND MECH

9,315 SQUARE FEET

329 SQUARE FEET

GSE / STORAGE BLDG 3,391 SQUARE FEET

ASSEMBLY AREA 205 SQUARE FEET

INTERNATIONAL PLUMBING CODE 2018

UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION

SYSTEMS

PER OCCUPANT

LOAD

PLUMBING MATRIX

WATER CLOSETS/URINALS

(MALE)

B

WATER CLOSETS (FEMALE)

LAVATORIES (MALE)

LAVATORIES (FEMALE)

1.43

1.79

0.72

0.72

S

0.41

0.41

0.04

0.04

1.84

2.2

0.76

0.76

REQUIRED PROVIDED

TOTAL PLUMBING FIXTURES

SERVICE SINKS

DRINKING FOUNTAINS

1 1 1 -

1.43 0.04 1.74 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:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-

A lte r B ui ld in g

A M

XS

M ad is o n

, W is co n si n

A ir

N a ti o n a l G u a rd

JANUARY 21, 2022

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CODE SUMMARY

G-100

JMI

JBC

JBC

OCCUPANCY AREA SCHEDULE

ROOM

AREA

OCCUPANT

LOAD FACTOR

OCCUPANT

LOAD REMARKSNUMBER NAME

(none)

146 ELEV. LOBBY 141 SF

(none): 1 141 SF 0

B BUSINESS

104 PMA SUPPORT AREA 213 SF 1:150 2

106.1 CONFERENCE ROOM 400 SF 1:15 14

106.2 SHARED WORK

SPACE

1,299 SF 1:100 22

109 SUPER 110 SF 1:150 1

110 SUPER 245 SF 1:150 2

111 LEADS 216 SF 1:100 4

116 SECURE 113 SF 1:150 1

127 SHARED WORK

SPACE

1,605 SF 1:100 58

129 DISPATCH 146 SF 1:100 2

130 LEAD PRIVATE 168 SF 1:150 2

131 LEAD PRIVATE 149 SF 1:150 1

132 SUPER 191 SF 1:150 2

133 LEAD SHARED 309 SF 1:100 6

135 BREAKROOM 601 SF 1:150 5

136 FLIGHT LEADS 376 SF 1:100 10

137 SUPER 121 SF 1:150 1

138 SUPER 121 SF 1:150 1

141 CREW CHIEF 2,478 SF 1:100 54

142 OFFICE 111 SF 1:150 1

202 LARGE CONF. 542 SF 1:15 37

204 MOTHER'S ROOM 93 SF 1:150 1

205 1ST 195 SF 1:150 2

206 CHIEF 148 SF 1:150 1

207 COMMANDER 147 SF 1:150 1

208.1 BREAKROOM 416 SF 1:0

208.2 AMXS 383 SF 1:100 4

217 CSS 635 SF 1:150 5

218 1ST 104 SF 1:150 1

219 COMMANDER 162 SF 1:150 2

220 TRAINING 420 SF 1:20 22

221 TRAINING 986 SF 1:20 50

225 BREAKRM 125 SF 1:150 1

227 WAIT ROOM 88 SF 1:150 1

228 NCOIC 130 SF 1:150 1

229 OIC 106 SF 1:150 1

230 U.D.M. SIPR 291 SF 1:150 2

231 TRAINING 353 SF 1:100 4

232 ANALYSIS 327 SF 1:100 4

233 PLANNING SCHEDULE 1,006 SF 1:100 12

234 M.O.C 695 SF 1:100 8

B BUSINESS: 40 16,327 SF 349

S-1 STORAGE

100 HANGAR 25,462 SF 1:500 51

113 BATT. CHRG. 285 SF 1:300 1

114 COLLATERAL 357 SF 1:300 2

S-1 STORAGE: 3 26,105 SF 54

S-2 STORAGE

103 TOOLS 1,684 SF 1:300 6

112 BATT. STOR. 213 SF 1:300 1

126 GUN SHOP 517 SF 1:300 2

200 TOOLS 3,322 SF 1:300 12

S-2 STORAGE: 4 5,736 SF 21

U UTILITY

105 ELEV. MACH. 47 SF 1:300 1

107 ELECT. 108 SF 1:300 1

117 JAN 72 SF 1:300 1

121 COMM. 99 SF 1:300 1

134 ELECT. 104 SF 1:300 1

143 ELEC. 407 SF 1:300 2

144 FIRE PROTECTION

ROOM

1,039 SF 1:300 4

145 BOILERS 885 SF 1:300 3

201 STO. 47 SF 1:300 1

203 ELECT. 105 SF 1:300 1

210 JAN 58 SF 1:300 1

216 COMM. 89 SF 1:300 1

222 RA STORAGE 105 SF 1:300 1

226 ELECT. 94 SF 1:300 1

U UTILITY: 14 3,259 SF 20

TOTAL: 62 51,568 SF 444

1 ADDENDUM 1 05/02/2022

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

DN

DRY CHEMICAL TYPE FIRE

EXTINGUISHER - WALL BRACKET

MOUNTED AT 48" AFF

EGRESS - COMMON PATH

LIFE SAFETY LEGEND

STANDARD PARTITION

4-HOUR FIRE RATING

EGRESS - EXIT ACCESS

OCCUPANT LOAD IN ROOM

OCCUPANT LOAD ALONG EGRESS PATH

EXIT COMPONENT LOAD00

000 EXIT COMPONENT CAPACITY

MULTI-PURPOSE TYPE FIRE

EXTINGUISHER - WALL BRACKET

MOUNTED AT 48" AFF

MULTI-PURPOSE TYPE FIRE

EXTINGUISHER - SEMI-RECESSED

CABINET MOUNTED AT 48" AFF

1-HOUR FIRE RATING

2-HOUR FIRE RATING

3-HOUR FIRE RATING

KITCHEN TYPE FIRE

EXTINGUISHER - SEMI-RECESSED

CABINET MOUNTED AT 48" AFF

K

1-HOUR FIRE/SMOKE

A

A

1_USER DEFINED

IBC ACCESSORY STORAGE AREAS, MECHANICAL

EQUIPMENT ROOM

IBC AIRCRAFT HANGARS

IBC ASSEMBLY - WITHOUT FIXED SEATS - TABLES

& CHAIRS

IBC BUSINESS AREAS

UNOCCUPIED

B

B

C

C

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

P

P

Q

Q

R

R

SE001

1 OCC

2 OCC

4 OCC

3 OCC

1 OCC

2 OCC

4 OCC

1 OCC

109 108

1 OCC

2 OCC

1 OCC

1 OCC

117 118

2 OCC

2 OCC

2 OCC

6 OCC

2 OCC

1 OCC

1 OCC

1 OCC

1 OCC

1 OCC

E002

ST01C

ST01A

ST01D

2 OCC

6 OCC

22 OCC

106.2

ST01B

1 OCC

10 OCC

1 OCC

54 OCC

5 OCC

51 OCC

T R

A V

E L D

IS

T

A N

C E

TRAVEL DISTANCE = 30'

T R

A V

E L

D

IS

T A

N C

E

T R

A V

E L

D

IS

T A

N C

E

T

R A

V E

L D

IS

T

A N

C E

TRAVEL DISTANCE = 30'

TRAVEL DISTANCE = 79'

T R

A V

E L

D

IS

T A

N C

E

TRAVEL DISTANCE = 12'

T R

A V

E L D

IS

T

A N

C E

58 OCC

14 OCC

106.1

T R

A V

E L D

IS

T

A N

C E

T R

A V

E L

D

IS

T A

N C

E

ALL NEW PENTRATIONS

TO MAINTAIN 1 HOUR

RATING PER UFC

(WALLS ADJACENT TO

HANGAR)

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-

A lte r B ui ld in g

A M

XS

M ad is o n

, W is co n si n

A ir

N a ti o n a l G u a rd

JANUARY 21, 2022

PROJECT

KEYPLAN

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LIFE SAFETY PLAN - GROUND

FLOOR

G-110

JMI

JBC

JBC

OCCUPANT LOAD

AREA

LOAD

FACTOR

OCCUPANCY

CLASSIFICATION

OCCUPANT

LOAD

141 SF (none) 0

6,429 SF @ 1:100 B BUSINESS 156

400 SF @ 1:15 NSF B BUSINESS 14

2,144 SF @ 1:150 GSF B BUSINESS 19

642 SF @ 1:300 GSF S-1 STORAGE 3

25,462 SF @ 1:500 GSF S-1 STORAGE 51

2,414 SF @ 1:300 GSF S-2 STORAGE 9

2,761 SF @ 1:300 GSF U UTILITY 14

40,393 SF 266

SCALE: 1/16" = 1'-0"

LIFE SAFETY PLAN - GROUND FLOOR

A3

EGRESS PATHS

PATH LABEL PATH TYPE LENGTH

1-CP COMMON PATH 12'

1.1-EA EXIT ACCESS 83'

1.2-EA EXIT ACCESS 79'

2-EA EXIT ACCESS 109'

3-EA EXIT ACCESS 111'

4-CP COMMON PATH 13'

4.1-EA EXIT ACCESS 119'

4.2-EA EXIT ACCESS 117'

5-CP COMMON PATH 30'

5.1-EA EXIT ACCESS 141'

5.2-EA EXIT ACCESS 144'

6-CP COMMON PATH 30'

6.1-EA EXIT ACCESS 141'

6.2-EA EXIT ACCESS 128'

N N

TRUE

NORTH

PLAN

NORTH

0 8' 16' 32'

1/16" = 1'-0"

OCCUPANCY AREA SCHEDULE

ROOM

AREA

OCCUPANT

LOAD FACTOR

OCCUPANT

LOAD REMARKSNUMBER NAME

B BUSINESS: 19 8,973 SF 189

S-1 STORAGE

100 HANGAR 25,462 SF 1:500 51

113 BATT. CHRG. 285 SF 1:300 1

114 COLLATERAL 357 SF 1:300 2

S-1 STORAGE: 3 26,105 SF 54

S-2 STORAGE

103 TOOLS 1,684 SF 1:300 6

112 BATT. STOR. 213 SF 1:300 1

126 GUN SHOP 517 SF 1:300 2

S-2 STORAGE: 3 2,414 SF 9

U UTILITY

105 ELEV. MACH. 47 SF 1:300 1

107 ELECT. 108 SF 1:300 1

117 JAN 72 SF 1:300 1

121 COMM. 99 SF 1:300 1

134 ELECT. 104 SF 1:300 1

143 ELEC. 407 SF 1:300 2

144 FIRE PROTECTION

ROOM

1,039 SF 1:300 4

145 BOILERS 885 SF 1:300 3

U UTILITY: 8 2,761 SF 14

TOTAL: 34 40,393 SF 266

OCCUPANCY AREA SCHEDULE

ROOM

AREA

OCCUPANT

LOAD FACTOR

OCCUPANT

LOAD REMARKSNUMBER NAME

(none)

146 ELEV. LOBBY 141 SF

(none): 1 141 SF 0

B BUSINESS

104 PMA SUPPORT AREA 213 SF 1:150 2

106.1 CONFERENCE ROOM 400 SF 1:15 14

106.2 SHARED WORK

SPACE

1,299 SF 1:100 22

109 SUPER 110 SF 1:150 1

110 SUPER 245 SF 1:150 2

111 LEADS 216 SF 1:100 4

116 SECURE 113 SF 1:150 1

127 SHARED WORK

SPACE

1,605 SF 1:100 58

129 DISPATCH 146 SF 1:100 2

130 LEAD PRIVATE 168 SF 1:150 2

131 LEAD PRIVATE 149 SF 1:150 1

132 SUPER 191 SF 1:150 2

133 LEAD SHARED 309 SF 1:100 6

135 BREAKROOM 601 SF 1:150 5

136 FLIGHT LEADS 376 SF 1:100 10

137 SUPER 121 SF 1:150 1

138 SUPER 121 SF 1:150 1

141 CREW CHIEF 2,478 SF 1:100 54

142 OFFICE 111 SF 1:150 1

GENERAL NOTES

A. EXSINTING STAIRS ARE TO REMAIN FIRE RATED.

B. IF NAY PENETRATIONS THRU EXSINTING WALL ARE

NOT FIRE RATED CONTRACTOR IS TO SEAL AND

VERIFY ALL EXISTING PENETRATIONS AS

REQUIRED.

1 ADDENDUM 1 05/02/2022

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IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

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R

1_USER DEFINED

IBC ACCESSORY STORAGE AREAS, MECHANICAL

EQUIPMENT ROOM

IBC AIRCRAFT HANGARS

IBC ASSEMBLY - WITHOUT FIXED SEATS - TABLES

& CHAIRS

IBC BUSINESS AREAS

IBC EDUCATIONAL - CLASSROOM AREA

UNOCCUPIED

12 OCC

1 OCC

4 OCC

208.2

2 OCC

1 OCC

1 OCC

1 OCC

37 OCC

1 OCC

5 OCC

1 OCC

2 OCC

22 OCC

50 OCC

221 1 OCC

ST02C

1 OCC

1 OCC

1 OCC

1 OCC

1 OCC

229 2 OCC

4 OCC

4 OCC

12 OCC

8 OCC

ST02D

51 OCC

T R

A V

E L

D

IS

T A

N C

E

T R

A V

E L

D

IS

T A

N C

E

TRAVEL DISTANCE = 143' TRAVEL DISTANCE = 106'

1 OCC

208.1

1 OCC

ALL NEW PENTRATIONS

TO MAINTAIN 1 HOUR

RATING PER UFC

(WALLS ADJACENT TO

HANGAR)

DRY CHEMICAL TYPE FIRE

EXTINGUISHER - WALL BRACKET

MOUNTED AT 48" AFF

EGRESS - COMMON PATH

LIFE SAFETY LEGEND

STANDARD PARTITION

4-HOUR FIRE RATING

EGRESS - EXIT ACCESS

OCCUPANT LOAD IN ROOM

OCCUPANT LOAD ALONG EGRESS PATH

EXIT COMPONENT LOAD00

000 EXIT COMPONENT CAPACITY

MULTI-PURPOSE TYPE FIRE

EXTINGUISHER - WALL BRACKET

MOUNTED AT 48" AFF

MULTI-PURPOSE TYPE FIRE

EXTINGUISHER - SEMI-RECESSED

CABINET MOUNTED AT 48" AFF

1-HOUR FIRE RATING

2-HOUR FIRE RATING

3-HOUR FIRE RATING

KITCHEN TYPE FIRE

EXTINGUISHER - SEMI-RECESSED

CABINET MOUNTED AT 48" AFF

K

1-HOUR FIRE/SMOKE

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

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M ad is o n

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A ir

N a ti o n a l G u a rd

JANUARY 21, 2022

PROJECT

KEYPLAN

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B

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LIFE SAFETY PLAN - SECOND

FLOOR

G-120

JMI

JBC

JBC

SCALE: 1/16" = 1'-0"

LIFE SAFETY PLAN - SECOND FLOOR

A3

OCCUPANT LOAD

AREA

LOAD

FACTOR

OCCUPANCY

CLASSIFICATION

OCCUPANT

LOAD

3,180 SF @ B BUSINESS 32

542 SF @ 1:15 NSF B BUSINESS 37

1,407 SF @ 1:20 NSF B BUSINESS 72

2,225 SF @ 1:150 GSF B BUSINESS 19

3,322 SF @ 1:300 GSF S-2 STORAGE 12

498 SF @ 1:300 GSF U UTILITY 6

11,174 SF 178

EGRESS PATHS

PATH LABEL PATH TYPE LENGTH

7-EA EXIT ACCESS 155'

8-EA EXIT ACCESS 60'

9-CP COMMON PATH 34'

9.1-EA EXIT ACCESS 143'

9.2-EA EXIT ACCESS 106'

10-CP COMMON PATH 26'

10.1-EA EXIT ACCESS 78'

10.2-EA EXIT ACCESS 126'

N N

TRUE

NORTH

PLAN

NORTH

0 8' 16' 32'

1/16" = 1'-0"

OCCUPANCY AREA SCHEDULE

ROOM

AREA

OCCUPANT

LOAD FACTOR

OCCUPANT

LOAD REMARKSNUMBER NAME

S-2 STORAGE

200 TOOLS 3,322 SF 1:300 12

S-2 STORAGE: 1 3,322 SF 12

U UTILITY

201 STO. 47 SF 1:300 1

203 ELECT. 105 SF 1:300 1

210 JAN 58 SF 1:300 1

216 COMM. 89 SF 1:300 1

222 RA STORAGE 105 SF 1:300 1

226 ELECT. 94 SF 1:300 1

U UTILITY: 6 498 SF 6

TOTAL: 28 11,174 SF 178

OCCUPANCY AREA SCHEDULE

ROOM

AREA

OCCUPANT

LOAD FACTOR

OCCUPANT

LOAD REMARKSNUMBER NAME

B BUSINESS

202 LARGE CONF. 542 SF 1:15 37

204 MOTHER'S ROOM 93 SF 1:150 1

205 1ST 195 SF 1:150 2

206 CHIEF 148 SF 1:150 1

207 COMMANDER 147 SF 1:150 1

208.1 BREAKROOM 416 SF 1:0

208.2 AMXS 383 SF 1:100 4

217 CSS 635 SF 1:150 5

218 1ST 104 SF 1:150 1

219 COMMANDER 162 SF 1:150 2

220 TRAINING 420 SF 1:20 22

221 TRAINING 986 SF 1:20 50

225 BREAKRM 125 SF 1:150 1

227 WAIT ROOM 88 SF 1:150 1

228 NCOIC 130 SF 1:150 1

229 OIC 106 SF 1:150 1

230 U.D.M. SIPR 291 SF 1:150 2

231 TRAINING 353 SF 1:100 4

232 ANALYSIS 327 SF 1:100 4

233 PLANNING SCHEDULE 1,006 SF 1:100 12

234 M.O.C 695 SF 1:100 8

B BUSINESS: 21 7,354 SF 160

GENERAL NOTES

A. EXSINTING STAIRS ARE TO REMAIN FIRE RATED.

B. IF NAY PENETRATIONS THRU EXSINTING WALL ARE

NOT FIRE RATED CONTRACTOR IS TO SEAL AND

VERIFY ALL EXISTING PENETRATIONS AS

REQUIRED.

1 ADDENDUM 1 05/02/2022

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

D

D

B

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C

C

F

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P

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Q

R

R

SB501

B3

C1

SB501

C3

SB501

A1

SB501

SB501

A3

SB501

A5

10'-0"

NEW ANTENNA

TOWER

FOUNDATION

(OLI 1)

SB501

C4

TYP

75'-0" TALL ANTENNA

TOWER SHALL BE

GALVANIZED STEEL

CONSTRUCTION BY

OTHERS, INCLUDING

ICE BRIDGE FROM

TOWER TO SECOND

FLOOR OF BUILDING

(OLI 1)

REFER CIVIL

DEMO EXISTING 5" SLAB AND PARACHUTE TOWER

FOUNDATION FOR NEW FOOTINGS AND COLUMNS

RETROFIT NEW ELEVATOR PIT AND CMU SHAFT

UNDERPIN W/ HELICAL PIERS BEFORE

EXCAVATING BELOW EXISTING FOOTING.

PROVIDE PIERS ALONG EXISTING FOOTING AT

EXCAVATION LOCATION W/ A CAPACITY OF 2,800

LBS PER LINEAR FOOT. ABANDON IN PLACE. GC IS

RESPONSIBLE FOR OBTAINING AN APPROPRIATE

PIER DESIGN BASED ON THE CAPACITY LISTED

ABOVE.

SUMP PIT 24"x24"x18" DEEP. GC TO COORD

LOCATION WITH ELEVATOR EQUIPMENT AND

PLUMBING

REPLACE DEMOLISHED SLAB WITH 5" CONC SLAB

W/ #4 AT 16" O.C. E.W. OVER VAPOR RETARDER

OVER 6" GRANULAR FILL (TYPICAL FIRST FLOOR

REPAIR)

8" FULLY GROUTED CMU NON-SHEARWALL W/

VERTICAL REINFORCING (1) #5 AT 24" OC

CENTERED AND BOND BEAM REINF W/ (1) #5 CONT

AT BOTTOM OF WALL, TOP OF WALL AND EVERY

SIXTH COURSE.

FOUNDATION PLAN NOTES

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

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N a ti o n a l G u a rd

JANUARY 21, 2022

PROJECT

KEYPLAN

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FOUNDATION AND SLAB PLAN

SB101

TJD

BNF

BNF

SCALE: 1/8" = 1'-0"

FOUNDATION AND SLAB PLAN

A1

N

0 4' 8' 16'

1/8" = 1'-0"

PLAN

NORTH

1 ADDENDUM 1 05/02/2022

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P R

O F

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S S I O N A L

E N G

I N E

E R

GENE O.

BROWN

E-47748

D

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G

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M

P

P

Q

Q

R

R

D1

SF502

D3

SF502

A1

SF502

C1

SF503

C3

SF503

BUILDING

ROOF LEVEL

ELEVATOR

ROOF LEVEL

BUILDING

ROOF LEVEL

ELEVATOR

ROOF LEVEL

FRAMING PLAN NOTES

REINFORCE EXISTING ROOF BEAM AT NEW

MECH UNITS, REFER C4/SF502.

NEW BEAM AND STEEL DECK ROOF OVER

ELEVATOR SHAFT APPROXIMATELY 3'-0" ABOVE

EXISTING ROOF

NEW CMU ELEVATOR SHAFT EXTENDS UP

THROUGH EXISTING ROOF

CUT ENDS OF EXISTING ROOF PURLINS AND

SUPPORT ON NEW CMU SHAFT WALL

NEW STEEL BEAMS AND STEEL DECK ROOF TO

INFILL OPENING

CUT EXISTING AND FRAME AROUND NEW

SKYLIGHT OPENING PER DETAIL D1/S-002,

REFER ARCH FOR SIZE AND LOCATION

MECHANICAL UNITS, REFER MECH

APPROX. FALL ARREST RAIL LOCATIONS,

BOTTOM OF STEEL ELEVATION = 125'-0"

SPREADER BEAMS BETWEEN HANGAR TRUSSES

AS NEEDED BY FALL ARREST PROVIDER

SF502

C4

EXISTING DRAFT

CURTAIN, TYP

EXISTING

ARCHED TRUSS, TYP

SF502

B5

SF502

A3

W X

NEW

OPERABLE

PARTITION

SUPPORT

BEAM

SF502

D4

TYP

9 TYP

TYP

75'-0" TALL ANTENNA

TOWER AND ICE

BRIDGE FROM TOWER

TO SECOND FLOOR OF

BUILDING, REFER

ARCH FOR ELEVATION

(OLI 1)

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-

A lte r B ui ld in g

A M

XS

M ad is o n

, W is co n si n

A ir

N a ti o n a l G u a rd

JANUARY 21, 2022

PROJECT

KEYPLAN

A

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\D o c u m e n ts

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A

M

ROOF FRAMING PLAN

SF102

TJD

BNF

BNF

SCALE: 1/8" = 1'-0"

ROOF FRAMING PLAN

A1

N

0 4' 8' 16'

1/8" = 1'-0"

PLAN

NORTH

1 ADDENDUM 1 05/02/2022

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S S I O N A L

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I N E

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GENE O.

BROWN

E-47748

Q

DEMO PORTION OF

EXISTING PURLINS AT

NEW CMU OPENING

SF502

C5

SF503

A1

3'-6 7/8" 9'-1 1/8"

/8

/4

B

B

5'-1 3/4" 4'-9 1/2"

/4

DEMO PORTION OF

EXISTING PURLINS AT

NEW CMU OPENING

I

I

J

J

NEW 20 GA 1 1/2" TYPE B

GALV. METAL DECK

TO INFILL AT DRYING TOWER

REMOVAL LOCATION

SF502

B3

SF502

B4

6" 14'-0" 6"

W8X10

W8X10

W8X10

W8X10

NEW DECK EDGE

EXISTING DECK EDGE

O V

E R

L A

P

W8X10

E X

IS

T

IN

G

B E

A M

E X

IS

T

IN

G

B E

A M

EXISTING BEAM

EXISTING BEAM

± 123'-5 1/2"

EXISTING PURLIN,

CUT WHERE REQUIRED

FOR NEW ELEVATOR

SHAFT

NEW 8" CMU WALL

(REFER PLAN)

C12X20.7 W/ (2) 1/2" DIA

HAS THREADED ROD

EMBED 4 1/2" MIN W/ HIT-

HY 200 AT 16" O.C.

3/8" SHEAR TAB

3/8" SHEAR TAB W/ (2)

1/2" DIA BOLTS, TYP

MAX

4"

MIN

1 1/2"

EXISTING

METAL DECK

4"X4"X1/4"

CONT BENT PLNEW CMU

ELEVATOR

SHAFT WALL

1/2" DIA HAS THREADED

ROD EMBED 4 1/2" MIN W/

HIT-HY 200 AT 8" O.C.

5/16 2-12

6" AT EACH

END

EXISTING BEAM

EXISTING DECK

NEW W5X16 BEAM,

STOP 1" OFF OF WALL

OR COLUMN FACE ON

BOTH SIDES

EXISTING

W BEAM

EXISTING

METAL DECK

NEW METAL DECK

NEW W BEAM

OVERLAP NEW DECK 6"

MIN AND ATTACH W/ #12

SCREWS AT 6" O.C. MIN

AROUND PERIMETER

J

NEW REINF BEAM

(REFER TYPICAL BEAM REINF

DETAIL FOR ATTACHMENT)

EXISTING W BEAM

EXISTING

METAL DECK

NEW METAL DECK

NEW W BEAM

OVERLAP NEW DECK 6"

MIN AND ATTACH W/ #12

SCREWS AT 6" O.C. MIN

AROUND PERIMETER

L3X3X1/2 EACH SIDE OF

BOTTOM CHORD, EACH SIDE

OF GUSSET PLATE. BOLT

WITH (2) 3/4" DIA BOLTS

L3X3X1/2 (FIELD VERIFY

LENGTH TO MATCH GUSSET

PLATE WIDTH) WELD TO CLAMP

ANGLES

EXISTING ARCH TRUSS

EXISTING GUSSET PLATE

3/16

TYP

FALL ARREST RAIL AND

RELATED SPREADER

BEAM (WITH ANY

NECESSARY CONNECTION

PLATES) TO BE PROVIDED

BY MANUFACTURER

F

1'-2"

NEW W6 FOR

OPERABLE

PARTITION TRACK

EXISTING BEAM

EXISTING ROOF DECK

SF502

B5

NEW W BEAM TO

SUPPORT OPERABLE

PARTITION

EXISTING METAL DECK

EXISTING

ROOF BEAMS

3/16

TYP

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-

A lte r B ui ld in g

A M

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M ad is o n

, W is co n si n

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N a ti o n a l G u a rd

JANUARY 21, 2022

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ENLARGED FRAMING PLANS

AND DETAILS - ROOF

SF502

TJD

BNF

BNF

N

0 1' 2' 4'

1/2" = 1'-0"

SCALE: 1/2" = 1'-0"

ENLARGED ROOF FRAMING PLAN - SERVICE ELEVATOR

D1

SCALE: 1/2" = 1'-0"

ENLARGED ROOF FRAMING PLAN - PASSENGER ELEVATOR

D3

SCALE: 1/2" = 1'-0"

ENLARGED ROOF FRAMING PLAN - DRYING TOWER

A1

SCALE: 1" = 1'-0"

SECTION

C3

SCALE: 1" = 1'-0"

SECTION

C5

SCALE: 1 1/2" = 1'-0"

TYPICAL BEAM REINF

C4

SCALE: 1" = 1'-0"

SECTION

B3

SCALE: 1" = 1'-0"

SECTION

B4

SCALE: 1" = 1'-0"

FALL ARREST ATTACHMENT

D4

SCALE: 1" = 1'-0"

OPERABLE PARTITION BEAM

B5

0 6" 1' 2'

1" = 1'-0"

6" 1'-6"1'0

1 1/2" = 1'-0"

SCALE: 1" = 1'-0"

SECTION

A3

PLAN

NORTH

1 ADDENDUM 1 05/02/2022

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BROWN

E-47748

NEW CMU

ELEVATOR

SHAFT

W12X14

W8X10

W8X10

/8

/4

3'-6 7/8" 9'-1 1/8"

/2

SF503

B3

SF503

B4

SF503

A3

SF503

A1

1/4" / 1'-0"

CONC OVER 1 1/2" 20 GA GALV COMPOSITE

DECK. 4" MIN TOTAL CONCRETE

THICKNESS, TAPERED TO PROVIDE 1/4" /

1'-0" SLOPE TOWARDS HANGAR.

B

B

NEW CMU

ELEVATOR

SHAFT

/4

/2

/2

5'-1 3/4" 4'-9 1/2"

/2

W8X10

W12X14

W8X10

1/4" / 1'-0"

CONC OVER 1 1/2" 20 GA GALV COMPOSITE

DECK. 4" MIN TOTAL CONCRETE

THICKNESS, TAPERED TO PROVIDE 1/4" /

1'-0" SLOPE TOWARDS HANGAR.

1/4" / 1'-0"

CMU ELEVATOR SHAFT WALL

BENT DOWELS AT 24" O.C.

CONCRETE LID

W/ #5 AT 12" O.C.

E.W.

M

IN

W BEAM

CONTINUOUS ANGLE

AROUND PERIMETER

OF WALL. ATTACH

WITH 1/2" DIA HAS

THREADED ROD

EMBED 4 1/2" MIN W/

HIT-HY 200 AT 16" O.C.

128'-6"

1/4" / 1'-0"

CMU ELEVATOR SHAFT WALL

BENT DOWELS AT 24" O.C.

CONCRETE LID

W/ #5 AT 12" O.C.

E.W.

ELEVATOR HOIST BEAM

(BY ELEVATOR MFR)

CONTINUOUS ANGLE

AROUND PERIMETER

OF WALL. ATTACH WITH

1/2" DIA HAS THREADED

ROD EMBED 4 1/2" MIN

W/ HIT-HY 200 AT 16"

O.C. (OR APPROVED

EQUAL)

3/8" SHEAR TAB W/ (3) 3/4" DIA BOLTS

3/8"X20"X1'-8" PLATE WITH

1/2" DIA HAS THREADED

ROD EMBED 4 1/2" MIN W/

HIT-HY 200 AT 16" O.C.

(OR APPROVED EQUAL),

128'-6"

CMU ELEVATOR SHAFT WALL

BENT DOWELS AT 24" O.C.

CONCRETE LID

W/ #5 AT 12" O.C.

E.W.

CONTINUOUS ANGLE

AROUND PERIMETER

OF WALL. ATTACH

WITH 1/2" DIA HAS

THREADED ROD

EMBED 4 1/2" MIN W/

HIT-HY 200 AT 16" O.C.

128'-7 25/32"ELEV VARIES

C3

SF502

HOIST BEAM BY

ELEVATOR MFR

A3

SF503

ELEVATOR LID

SUPPORT BEAMS

2'-11 5/8" 1'-4 1/2" 1'-4 1/2" 2'-11 5/8" 4 3/8"

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-

A lte r B ui ld in g

A M

XS

M ad is o n

, W is co n si n

A ir

N a ti o n a l G u a rd

JANUARY 21, 2022

C :\U s e rs \b n f\D o c u m e n ts \M y R e v it\0

S tru

B

F rie d m a n

N

G .rv t

/2

/2

:1 : 3

P

M

ENLARGED FRAMING PLANS

AND DETAILS - ELEVATOR

ROOF

SF503

TJD

BNF

BNF

N

0 1' 2' 4'

1/2" = 1'-0"

SCALE: 1/2" = 1'-0"

ENLARGED ELEVATOR SHAFT ROOF FRAMING PLAN -

SERVICE ELEVATOR

C1

SCALE: 1/2" = 1'-0"

ENLARGED ELEVATOR SHAFT ROOF FRAMING PLAN -

PASSENGER ELEVATOR

C3

SCALE: 1" = 1'-0"

SECTION

B3

SCALE: 1" = 1'-0"

SECTION

B4

SCALE: 1" = 1'-0"

SECTION

A3

SCALE: 1" = 1'-0"

SECTION - SERVICE ELEVATOR SHAFT LID

A1

0 6" 1' 2'

1" = 1'-0"

PLAN

NORTH

1 ADDENDUM 1 05/02/2022

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

UP

DN

A

A

B

B

C

C

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

P

P

Q

Q

R

R

20 20 4

420 6

3 6 6

1 20

36 3

3 6

6 6

C1

AD200

B1

AD200

A4

AD200

/4

/4

8'-10 1/2" 7'-4" 8'-10 1/2"

A1

AD200

20 14

GENERAL NOTES

A. REPAIR EXISTING CONSTRUCTION AS REQUIRED

TO MATCH ADJACENT CONSTRUCTION IN

QUALITY, SIZE, TEXTURE, AND FINISH WHERE

DAMAGED BY CONTRACTOR PERFORMING

DEMOLITION WORK.

B. COORDINATE THE DISCONNECT OF ANY

ELECTRIC, GAS, WATER, OR OTHER UTILITIES

SERVICING ANY EXISTING EQUIPMENT THAT IS

PART OF THE RENOVATION

C. UNLESS OTHERWISE NOTED ON THE DRAWINGS,

WHERE REMOVAL OF AN ITEM IS CALLED FOR,

THE CONTRACTOR SHALL DISPOSE OF OFF SITE.

D. WHERE AN ITEM IS CALLED OUT TO BE REMOVED

AND SALVAGED, THE CONTRACTOR SHALL

REMOVE IT UNDAMAGED, STORE, AND REINSTALL

IT IN ITS NEW LOCATION, INCLUDING ANY

REQUIRED SUPPORTS, NEW HARDWARE,

UTILITIES, OR REFINISHING.

E. WHERE ELECTRICAL WIRES AND / OR CONDUIT

ARE TO BE REMOVED, PATCH EXISTING HOLES AS

REQUIRED TO MACH ADJACENT FINISH SURFACE.

F. WHERE EXISTING CONCRETE FLOOR SLABS ARE

TO BE DEMOLISHED, THE SLABS SHALL BE SAW

CUT BEFORE REMOVAL. CORE A 2" DIAMETER

HOLE AT EACH CORNER OR PERIMETER SO THAT

SAWCUT CAN EXTEND INTO THE CORED HOLE

PREVENTING OVER CUT. DO NOT OVER CUT AT

THE CORNERS.

G. IN CONDITIONS WHERE A WALL TO BE

DEMOLISHED MEETS A WALL THAT IS TO REMAIN,

PATCH AND REPAIR AND FINISH THE REMAINING

WALL TO MATCH THE NEW CONSTRUCTION.

H. WHERE MECHANICAL EQUIPMENT AND

ACCESSORIES HAVE BEEN REMOVED ON

ROOFTOPS AND WALLS, PATCH HOLES AS

REQUIRED TO MATCH ADJACENT MATERIAL(S),

QUALITY, AND FINISH SURFACE.

I. WALLS/CEILINGS TO BE DEMOLISHED THAT

CONTAIN RECEPTACLES/LIGHTS FIXTURES SHALL

BE DE-ENERGIZED. DISCONNECT & REMOVE

RECEPTACLE/LIGHT FIXTURE, REMOVE

CONDUIT/RACEWAY AND CONDUCTORS BACK TO

READILY AVAILABLE JUNCTION BOX LOCATED

ABOVE CEILING. WHERE JUNCTION BOXES ARE

NOT AVAILABLE, DEMO BACK TO SOURCE.

J. WALLS WITH DATA OUTLETS TO BE DEMOLISHED

SHALL HAVE CABLING AND RACEWAYS

DEMOLISHED BACK TO SOURCE.

K. REMOVE ALL EXISTING FLOOR FINISHES AND

PREP FOR NEW FINISHES PER MANF

REQUIREMENTS.

SHEET KEYNOTES

1. DEMOLISH EXTERIOR SINGLE DOOR.

2. DEMOLISH EXTERIOR DOUBLE DOOR.

3. DEMOLISH INTERIOR SINGLE DOOR.

4. DEMOLISH INTERIOR DOUBLE DOOR.

5. DEMOLISH EXTERIOR CMU WALL.

6. DEMOLISH INTERIOR PARTITION.

7. DEMOLISH WATER CLOSET.

8. DEMOLISH TOILET PARTITIONS.

9. DEMOLISH URINAL.

10. DEMOLISH URINAL PARTITIONS.

11. DEMOLISH RESTROOM SINK.

12. DEMOLISH OPEN SHOWER.

13. APPROXIMATE AREA TO SAW-CUT AND

DEMOLISH FLOOR FOR NEW ELEVATOR.

14. DEMOLISH EXTERIOR WINDOW.

15. DEMOLISH INTERIOR WINDOW.

16. DEMOLISH MOP SINK.

17. DEMOLISH COUNTER TOP AND CABINETS.

18. DEMOLISH SINK.

19. DEMOLISH STAIRS.

20. DEMOLISH OPENING IN EXISTING WALL TO

ACCOMMODATE NEW DOOR & FRAME REFER

DOOR SCHEDULE FOR OPENING SIZE. REFER

FLOOR PLAN FOR LOCATION.

21. DEMOLISH FLOOR TILE.

22. NOT USED

23. DEMOLISH LOAD BEARING CMU CONCRETE

AND ROOF ABOVE TOWER.

24. DEMOLISH EIFS VENEER FROM EXISTING

EXTERIOR WALL TO FACE OF BRICK FACADE.

BRICK FACADE SHALL BE CLEANED OF ANY

RIGID INSULATION AND ANCHOR SYSTEMS.

25. DEMO EXTERIOR CMU WALL TO

ACCOMMODATE NEW WINDOW.

26. DEMOLISH EXTERIOR OVERHEAD DOOR.

27. REMOVE ALL EXISTING FLOOR FINISH PAINT

STRIPING FOR NEW FINISHES.

28. DEMO EXISTING MEZZAININE IN IT'S ENTIRITY.

29. REMOVE EXISTING INTERIOR SIGNAGE ON

WALLS. PROTECT AND STORE FOR

REINSTALLATION.

30. DEMOLISH EXISTING FOLDING PARTION AND

TRACK.

31. DEMOLISH INTERIOR OVERHEAD DOOR.

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-

A lte r B ui ld in g

A M

XS

M ad is o n

, W is co n si n

A ir

N a ti o n a l G u a rd

JANUARY 21, 2022

PROJECT

KEYPLAN

A

B

C :\U s e rs \g a z \D o c u m e n ts

\0

A rc h

G Z a la b a k Z

W

D

.rv t

/2

/2

:3

:3

A

M

COMPOSITE GROUND FLOOR

DEMOLITION PLAN

AD110

JBC

WFJ

WFJ

SCALE: 3/32" = 1'-0"

COMPOSITE GROUND FLOOR DEMOLITION PLAN

A1

8' 24'16'0

3/32" = 1'-0"

N N

TRUE

NORTH

PLAN

NORTH

1 ADDENDUM 1 05/02/2022

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

A

A

B

B

C

C

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

P

P

Q

Q

R

R

3 12 3

66 13

17 11

C1

AD200

B1

AD200

A4

AD200

24 2424

24 24

A-406

A1

AD200

1 17

1 17

GENERAL NOTES

A. REPAIR EXISTING CONSTRUCTION AS REQUIRED

TO MATCH ADJACENT CONSTRUCTION IN

QUALITY, SIZE, TEXTURE, AND FINISH WHERE

DAMAGED BY CONTRACTOR PERFORMING

DEMOLITION WORK.

B. COORDINATE THE DISCONNECT OF ANY

ELECTRIC, GAS, WATER, OR OTHER UTILITIES

SERVICING ANY EXISTING EQUIPMENT THAT IS

PART OF THE RENOVATION

C. UNLESS OTHERWISE NOTED ON THE DRAWINGS,

WHERE REMOVAL OF AN ITEM IS CALLED FOR,

THE CONTRACTOR SHALL DISPOSE OF OFF SITE.

D. WHERE AN ITEM IS CALLED OUT TO BE REMOVED

AND SALVAGED, THE CONTRACTOR SHALL

REMOVE IT UNDAMAGED, STORE, AND REINSTALL

IT IN ITS NEW LOCATION, INCLUDING ANY

REQUIRED SUPPORTS, NEW HARDWARE,

UTILITIES, OR REFINISHING.

E. WHERE ELECTRICAL WIRES AND / OR CONDUIT

ARE TO BE REMOVED, PATCH EXISTING HOLES AS

REQUIRED TO MACH ADJACENT FINISH SURFACE.

F. WHERE EXISTING CONCRETE FLOOR SLABS ARE

TO BE DEMOLISHED, THE SLABS SHALL BE SAW

CUT BEFORE REMOVAL. CORE A 2" DIAMETER

HOLE AT EACH CORNER OR PERIMETER SO THAT

SAWCUT CAN EXTEND INTO THE CORED HOLE

PREVENTING OVER CUT. DO NOT OVER CUT AT

THE CORNERS.

G. IN CONDITIONS WHERE A WALL TO BE

DEMOLISHED MEETS A WALL THAT IS TO REMAIN,

PATCH AND REPAIR AND FINISH THE REMAINING

WALL TO MATCH THE NEW CONSTRUCTION.

H. WHERE MECHANICAL EQUIPMENT AND

ACCESSORIES HAVE BEEN REMOVED ON

ROOFTOPS AND WALLS, PATCH HOLES AS

REQUIRED TO MATCH ADJACENT MATERIAL(S),

QUALITY, AND FINISH SURFACE.

I. WALLS/CEILINGS TO BE DEMOLISHED THAT

CONTAIN RECEPTACLES/LIGHTS FIXTURES SHALL

BE DE-ENERGIZED. DISCONNECT & REMOVE

RECEPTACLE/LIGHT FIXTURE, REMOVE

CONDUIT/RACEWAY AND CONDUCTORS BACK TO

READILY AVAILABLE JUNCTION BOX LOCATED

ABOVE CEILING. WHERE JUNCTION BOXES ARE

NOT AVAILABLE, DEMO BACK TO SOURCE.

J. WALLS WITH DATA OUTLETS TO BE DEMOLISHED

SHALL HAVE CABLING AND RACEWAYS

DEMOLISHED BACK TO SOURCE.

K. REMOVE ALL EXISTING FLOOR FINISHES AND

PREP FOR NEW FINISHES PER MANF

REQUIREMENTS.

SHEET KEYNOTES

1. DEMOLISH EXTERIOR SINGLE DOOR.

2. DEMOLISH EXTERIOR DOUBLE DOOR.

3. DEMOLISH INTERIOR SINGLE DOOR.

4. DEMOLISH INTERIOR DOUBLE DOOR.

5. DEMOLISH EXTERIOR CMU WALL.

6. DEMOLISH INTERIOR PARTITION.

7. DEMOLISH WATER CLOSET.

8. DEMOLISH TOILET PARTITIONS.

9. DEMOLISH URINAL.

10. DEMOLISH URINAL PARTITIONS.

11. DEMOLISH RESTROOM SINK.

12. DEMOLISH OPEN SHOWER.

13. APPROXIMATE AREA TO SAW-CUT AND

DEMOLISH FLOOR FOR NEW ELEVATOR.

14. DEMOLISH EXTERIOR WINDOW.

15. DEMOLISH INTERIOR WINDOW.

16. DEMOLISH MOP SINK.

17. DEMOLISH COUNTER TOP AND CABINETS.

18. DEMOLISH SINK.

19. DEMOLISH STAIRS.

20. DEMOLISH OPENING IN EXISTING WALL TO

ACCOMMODATE NEW DOOR & FRAME REFER

DOOR SCHEDULE FOR OPENING SIZE. REFER

FLOOR PLAN FOR LOCATION.

21. DEMOLISH FLOOR TILE.

22. NOT USED

23. DEMOLISH LOAD BEARING CMU CONCRETE

AND ROOF ABOVE TOWER.

24. DEMOLISH EIFS VENEER FROM EXISTING

EXTERIOR WALL TO FACE OF BRICK FACADE.

BRICK FACADE SHALL BE CLEANED OF ANY

RIGID INSULATION AND ANCHOR SYSTEMS.

25. DEMO EXTERIOR CMU WALL TO

ACCOMMODATE NEW WINDOW.

26. DEMOLISH EXTERIOR OVERHEAD DOOR.

27. REMOVE ALL EXISTING FLOOR FINISH PAINT

STRIPING FOR NEW FINISHES.

28. DEMO EXISTING MEZZAININE IN IT'S ENTIRITY.

29. REMOVE EXISTING INTERIOR SIGNAGE ON

WALLS. PROTECT AND STORE FOR

REINSTALLATION.

30. DEMOLISH EXISTING FOLDING PARTION AND

TRACK.

31. DEMOLISH INTERIOR OVERHEAD DOOR.

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-

A lte r B ui ld in g

A M

XS

M ad is o n

, W is co n si n

A ir

N a ti o n a l G u a rd

JANUARY 21, 2022

PROJECT

KEYPLAN

A

B

C :\U s e rs \g a z \D o c u m e n ts

\0

A rc h

G Z a la b a k Z

W

D

.rv t

/2

/2

:3

:3

A

M

COMPOSITE SECOND FLOOR

DEMOLITION PLAN

AD120

JBC

WFJ

WFJ

SCALE: 3/32" = 1'-0"

COMPOSITE SECOND FLOOR DEMOLITION PLAN

A1

8' 24'16'0

3/32" = 1'-0"

N N

TRUE

NORTH

PLAN

NORTH

1 ADDENDUM 1 05/02/2022

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

A

B

B

C

C

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

P

P

Q

Q

R

R

A-300

D1

A-300

D1

A-300

A1

A-300

A1

1 1

GENERAL NOTES

A. ALL DASHED LINES INDICATE EXISTING CONDITION

TO BE DEMOLISHED/REMOVED.

B. GC SHALL REPAIR OR REPLACE ANY MATERIAL,

EQUIPMENT OR OTHER OWNER PROPERTY THAT IS

DAMAGED AS A RESULT OF DEMOLITION PHASE AT

NO ADDITIONAL COST TO THE OWNER.

C. GC SHALL VISIT THE SITE AND INSPECT THE

EXISTING BUILDING AND VERIFY THAT ALL ITEMS

INDICATED TO BE EXISTING AND SO MARKED ON

DRAWINGS ARE IN PLACE AND CORRECT.

D. ALL DEMOLITION WORK SHALL BE PERFORMED

WITH MINIMUM DAMAGE TO THE EXISTING WORK TO

REMAIN AND SHALL BE RECOGNIZED THAT THE

UTMOST CARE BE TAKEN WHEN PERFORMING THE

DEMOLITION WORK, PROVIDE BARRICADES WHERE

REQUIRED TO PROTECT THE PUBLIC.

E. PROVISIONS SHALL BE MADE TO ALLEVIATE THE

SPREAD OF DEBRIS, DIRT AND DUST, TO THE

ADJACENT AREAS, THE PROPERTY SHALL BE KEPT

CLEAN AS POSSIBLE AT ALL TIMES.

F. WHERE ELECTRICAL NEEDS TO BE ABANDONED,

REMOVE WIRE FROM OUTLET AT THE WALL BACK

TO THE ELECTRICAL PANEL SOURCE. ALL WORK

SHALL BE DONE BY A LICENSED ELECTRICIAN.

G. WHERE PLUMBING NEEDS TO BE ABANDONED,

REMOVE ALL VENT STACK PIPE CAP AND ROOF

PENETRATION, REMOVE ALL OVERHEAD

WATERLINES BACK TO THE POINT OF ENTRY

VERIFY IF ANY LINES CAN BE REUTILIZED AS PART

OF THE NEW BUILD-OUT. ALL WORK SHALL BE DONE

BY A LICENSED PLUMBER.

H. WHERE GAS LINES OR SERVICES NEED TO BE

ABANDONED CAREFULLY REMOVE ALL PIPING, SHUT

OFF VALVES AND FITTING AS REQUIRED. GAS

METER AND REGULATOR SHALL BE REMOVED BY

UTILITY COMPANY. ALL WORK SHALL BE DONE BY A

LICENSED SUB-CONTRACTOR.

I. REFER STRUCTURAL DEMO PLANS PRIOR TO DEMO

OF ANY STRUCTURAL ELEMENTS.

AREA OF WORK

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-

A lte r B ui ld in g

A M

XS

M ad is o n

, W is co n si n

A ir

N a ti o n a l G u a rd

JANUARY 21, 2022

C :\U s e rs \g a z \D o c u m e n ts

\0

A rc h

G Z a la b a k Z

W

D

.rv t

/2

/2

:3

:4

A

M

COMPOSITE DEMOLITION ROOF

PLAN

AD130

JBC

GAZ

MP

SCALE: 3/32" = 1'-0"

COMPOSITE DEMOLITION ROOF PLAN

A1

ARCH - SHEET KEYNOTES ...

1 EXISTING ROOF TO REMAIN

2 DEMO EXISTING TOWER CHIMNEY

N N

TRUE

NORTH

PLAN

NORTH

8' 24'16'0

3/32" = 1'-0"

PROJECT

KEYPLAN

A

B

1 ADDENDUM 1 05/02/2022

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

F-35A

F-3

5AF-35A

F-35A

F-35A

F-

A

F-35A

F-35A

F-35A

F-35A

A-201 B1

A-201 C1

A-201 A1

A-201 D1

A

A

B

B

C

C

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

P

P

Q

Q

R

R

A-300

D1

A-300

D1

SERVICE ELEV.

SE001

ELEV. MACH.

ELEC.

143 FIRE

PROTECTION

ROOM

BOILERS

CUST. AREA

ELECT.

SUPER

LEADS

SUPER

109 VEST.

BATT. CHRG.

COLLATERAL

SECURE

JAN

W VEST.

W SHOWER

R.R. W.

M VEST.

R.R. M.

M SHOWER

124 M SHOWER

GUN SHOP

DISPATCH

LEAD PRIVATE

LEAD SHARED

SUPER

LEAD PRIVATE

C O

R R

ELECT.

VEST.

SUPER

SUPER

OFFICE

STAIRS / VEST.

ST01C

STAIRS

ST01A

STAIRS

ST01D

PMA SUPPORT

AREA

TOOLS

SHARED WORK

SPACE

106.2

STAIRS / VEST.

ST01B

VEST.

COMM.

FLIGHT LEADS

BATT. STOR.

VEST.

CREW CHIEF

BREAKROOM

HANGAR

VEST.

THESE DOORS

HAVE TWO LOCKS

THIS DOOR HAS

TWO LOCKS

A-300

A1

A-300

A1

A-300

B1

A-300

B1

A-300

C1

A-300

C1

A1 A-202

A2 A-202

ELEV.

E002

A-305

A3

SHARED WORK

SPACE

A-305

A2

F3A

ELEV. LOBBY

MATCHLINE

SEE A1 / A-112

MATCHLINE

SEE A1 / A-111

CONFERENCE

ROOM

106.1 1

GENERAL NOTES

A. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD

UNLESS NOTED OTHERWISE.

B. COORDINATE REQUIRED BLOCKING, BACKING,

PENETRATIONS, AND SUPPORTS FOR OPENINGS

AND WALL MOUNTED CONSTRUCTION OR

EQUIPMENT. PROVIDE ALL INTERNAL WALL

SUPPORTS FOR ANY WALL MOUNTED FIXTURES,

MILLWORK, OR OTHER CONSTRUCTION WHETHER

OR NOT THE ITEMS ARE PROVIDED BY THE

CONTRACTOR. WHERE OWNER FURNISHED ITEMS

REQUIRE WALL BLOCKING OR OTHER SUPPORT

COORDINATE WITH OWNER FOR THE

REQUIREMENTS.

C. ALL FLOORS SHALL BE LEVELED PRIOR TO NEW

FINISHES BEING INSTALLED

D. CONTRACTOR SHALL CLEAN ALL EXISTING

CONCRETE COLUMNS AND BEAMS. REMOVE ANY

FASTENERS, PROJECTIONS, AND MARKINGS.

E. REFER TO ENLARGED FLOOR PLANS A-402 AND

A-403 FOR SPECIALTY EQUIPMENT SCHEDULES.

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-

A lte r B ui ld in g

A M

XS

M ad is o n

, W is co n si n

A ir

N a ti o n a l G u a rd

JANUARY 21, 2022

PROJECT

KEYPLAN

A

B

C :\U s e rs \g a z \D o c u m e n ts

\0

A rc h

G Z a la b a k Z

W

D

.rv t

/2

/2

:3

:4

A

M

COMPOSITE GROUND FLOOR

PLAN

A-110

JBC

WFJ

WFJ

SCALE: 3/32" = 1'-0"

COMPOSITE GROUND FLOOR PLAN

A1

8' 24'16'0

3/32" = 1'-0"

N N

TRUE

NORTH

PLAN

NORTH

1 ADDENDUM 1 05/02/2022

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

A-201 B1

A-201 C1

A-201 A1

A

A

B

B

C

C

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

P

P

Q

Q

R

R

A-300

A1

A-300

A1

A-300

B1

A-300

B1

SERVICE ELEV.

SE001

ELEV. MACH.

CUST. AREA

VEST.

OFFICE

STAIRS

ST01A

STAIRS

ST01D

PMA SUPPORT

AREA

TOOLS

VEST.

CREW CHIEF

HANGAR

VEST.

A1 A-400

/8

/8

+/- 9' - 11 1/2"

3'-6 1/2"

139 140

A6B

A6B

A6B

A6B

A6B

I3

N8

N8

A6A

101B

N8 102

101A

10'-9"

2'-2"

ALIGN

/4 "D1

A-402

A-405A1 B2

N8

N8

F2

F2

MATCHLINE

SEE A1 / A-112

MATCHLINE

SEE A1 / A-112

106A

A6B

A6B

A6B

F3A

A6B

/8

A L

IG

N

/4

5 5

ALIGN

F3A

F2

F2

F2

F2

F3A

F3A

F2

F2

F3A

F2

F2

F2

A6A *

A6A

A6A

A6A

A6A

A10

CONFERENCE

ROOM

106.1 1

GENERAL NOTES

A. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD

UNLESS NOTED OTHERWISE.

B. COORDINATE REQUIRED BLOCKING, BACKING,

PENETRATIONS, AND SUPPORTS FOR OPENINGS

AND WALL MOUNTED CONSTRUCTION OR

EQUIPMENT. PROVIDE ALL INTERNAL WALL

SUPPORTS FOR ANY WALL MOUNTED FIXTURES,

MILLWORK, OR OTHER CONSTRUCTION WHETHER

OR NOT THE ITEMS ARE PROVIDED BY THE

CONTRACTOR. WHERE OWNER FURNISHED ITEMS

REQUIRE WALL BLOCKING OR OTHER SUPPORT

COORDINATE WITH OWNER FOR THE

REQUIREMENTS.

C. ALL FLOORS SHALL BE LEVELED PRIOR TO NEW

FINISHES BEING INSTALLED

D. CONTRACTOR SHALL CLEAN ALL EXISTING

CONCRETE COLUMNS AND BEAMS. REMOVE ANY

FASTENERS, PROJECTIONS, AND MARKINGS.

E. REFER TO ENLARGED FLOOR PLANS A-402 AND

A-403 FOR SPECIALTY EQUIPMENT SCHEDULES.

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-

A lte r B ui ld in g

A M

XS

M ad is o n

, W is co n si n

A ir

N a ti o n a l G u a rd

JANUARY 21, 2022

PROJECT

KEYPLAN

A

B

C :\U s e rs \g a z \D o c u m e n ts

\0

A rc h

G Z a la b a k Z

W

D

.rv t

/2

/2

:3

:4

A

M

GROUND FLOOR PLAN SECTOR

A

A-111

JBC

WFJ

WFJ

SCALE: 1/8" = 1'-0"

GROUND FLOOR PLAN SECTOR A

A1 0 4' 8' 16'

1/8" = 1'-0"

N N

TRUE

NORTH

PLAN

NORTH

ARCH - SHEET KEYNOTES

1 CMU INFILL AT EXISTING EXTERIOR CMU WALL

2 CMU INFILL AT EXISTING CMU WALL OPENING

3 MECHANICAL EQUIPMENT

4 FIRE PROTECTION EQUIPMENT

5 PLUMBING EQUIPMENT

6 ELECTRICAL EQUIPMENT

7 LAVATORY

8 SERVICE SINK

9 SHELTER IN PLACE CABINET

1 ADDENDUM 1 05/02/2022

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

A

B

B

C

C

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

P

P

Q

Q

R

R

A-300

D1

A-300

D1

A-300

A1

A-300

A1

A-300

B1

A-300

B1

A-300

C1

A-300

C1

ELEC.

FIRE

PROTECTION

ROOM

BOILERS

ELECT.

SUPER

LEADS

SUPER

109 VEST.

BATT. CHRG.

COLLATERAL

SECURE

JAN

W VEST.

W SHOWER

R.R. W.

M VEST.

R.R. M.

M SHOWER

M SHOWER

GUN SHOP

DISPATCH

LEAD PRIVATE

LEAD SHARED

SUPER

132LEAD PRIVATE

CORR.

ELECT.

SUPER

SUPER

ELEV.

E002

STAIRS / VEST.

ST01C

SHARED WORK

SPACE

106.2

STAIRS / VEST.

ST01B

VEST.

COMM.

FLIGHT LEADS

BATT. STOR.

BREAKROOM

A1 A-202

A2 A-202

A1 A-401

B1 A-402

A6C

/8

A6C

6'-1"

6'-8"

C2

A6B

A6B

A6B

A6B

B

N8

A3A

A6C

A6C*

A6C

A6C

A6C

A6C

A6C

A

B

A6C

V3

V3

V3

A6B

A6B

A6B

A6B

A6C

A6C

115C

V3

A6B

A6B

A6B

F3B*

F3B

C6

A6C

N8

A6B

F3B

F3B

F3B

A6B

F3B

C6

C6

A6B

A6B

I3

F3B

F3B

F3B

F3B

123A

124 125

A6B

F3B

A6B

F3B

F3B

F3B

A6B

A6B

I3

I3

F3B

N8 *

N8

B

A

126B

B

129A

A6B

A6B

A6B

A6B

A6B

A6B

A6B

A

A

A

A

A

A

A6C

A6C

A6C

N8

N8

A6C

A6C

A6C

A6C

N8

N8

N8

N8

A6B

A6B

A6B

A6B

A6B

A6B

A6B

A6B

A6B

1'-1 3/4"1

N8

A6B

A2 A-402

A3 A-402

B3 A-402

ALIGN

A L

IG

N

ALIGN

ALIGN

1 1

M8

N8

ALIGN

15'-0 3/8" 12'-11" 19'-0" 11'-4 3/8" 11'-1 1/4" 18' - 2".

11'-8" 8'-6"

12'-5"

7'-0 195/256" 15'-6"

F3B

F3B

F2

F2 *

F2

F2

F2

MATCHLINE

SEE A1 / A-111

MATCHLINE

SEE A1 / A-111

A-305

A3

I3

A6B

I3

ALIGN WITH

WINDOW JAMB

F2

126A

A1 A-402

SHARED WORK

SPACE

I3

A-305

A2

F2

A6C

F2

F2

F2

F2

F2

F2

F2

F2

F3B

F3B

129B

6 6

A

A

20'-0"

D2 A-402

F2

F2

F6

F3A

F3A

3 3

ELEV. LOBBY

A3B

F3A

A4

A6A10

LK4

CONFERENCE

ROOM

106.1

GENERAL NOTES

A. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD

UNLESS NOTED OTHERWISE.

B. COORDINATE REQUIRED BLOCKING, BACKING,

PENETRATIONS, AND SUPPORTS FOR OPENINGS

AND WALL MOUNTED CONSTRUCTION OR

EQUIPMENT. PROVIDE ALL INTERNAL WALL

SUPPORTS FOR ANY WALL MOUNTED FIXTURES,

MILLWORK, OR OTHER CONSTRUCTION WHETHER

OR NOT THE ITEMS ARE PROVIDED BY THE

CONTRACTOR. WHERE OWNER FURNISHED ITEMS

REQUIRE WALL BLOCKING OR OTHER SUPPORT

COORDINATE WITH OWNER FOR THE

REQUIREMENTS.

C. ALL FLOORS SHALL BE LEVELED PRIOR TO NEW

FINISHES BEING INSTALLED

D. CONTRACTOR SHALL CLEAN ALL EXISTING

CONCRETE COLUMNS AND BEAMS. REMOVE ANY

FASTENERS, PROJECTIONS, AND MARKINGS.

E. REFER TO ENLARGED FLOOR PLANS A-402 AND

A-403 FOR SPECIALTY EQUIPMENT SCHEDULES.

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-

A lte r B ui ld in g

A M

XS

M ad is o n

, W is co n si n

A ir

N a ti o n a l G u a rd

JANUARY 21, 2022

PROJECT

KEYPLAN

A

B

C :\U s e rs \g a z \D o c u m e n ts

\0

A rc h

G Z a la b a k Z

W

D

.rv t

/2

/2

:3

:5

A

M

GROUND FLOOR PLAN SECTOR

B

A-112

JBC

WFJ

WFJ

SCALE: 1/8" = 1'-0"

GROUND FLOOR PLAN SECTOR B

A1 0 4' 8' 16'

1/8" = 1'-0"

N N

TRUE

NORTH

PLAN

NORTH

ARCH - SHEET KEYNOTES

1 CMU INFILL AT EXISTING EXTERIOR CMU WALL

2 CMU INFILL AT EXISTING CMU WALL OPENING

3 MECHANICAL EQUIPMENT

4 FIRE PROTECTION EQUIPMENT

5 ELECTRICAL EQUIPMENT

6 PLUMBING EQUIPMENT

7 STRUCTURAL STEEL COLUMN

8 RECESSED AED CEBINET

9 LAVATORY

10 SERVICE SINK

11 EXTERIOR SUNSHADES

1 ADDENDUM 1 05/02/2022

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

B1

A-201 C1

A-201 A1

A-201 D1

A

A

B

B

C

C

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

P

P

Q

Q

R

R

A-300

D1

A-300

D1

STAIRS

ST02A

STO.

STAIRS

ST02B

ELECT.

MOTHER'S ROOM

COMMANDER

CHIEF

1ST

LARGE CONF.

R.R. M.

M. SHOWER

M. SHOWER

JAN

R.R. W.

COMM.

W. SHOWER

CSS

1ST

COMMANDER

TRAINING

RA STORAGE

STAIRS

ST02C

ELECT.

OIC

NCOIC

U.D.M. SIPR

TRAINING

ANALYSIS

PLANNING SCHEDULE

M.O.C

STAIRS

ST02D

TOOLS

AMXS

208.2

CORRIDOR

A-300

A1

A-300

A1

A-300

B1

A-300

B1

A-300

C1

A-300

C1

A1 A-202

A2 A-202

TRAINING

CORR

ELEV. LOBBY

BREAKRM

WAIT ROOM

CORR

A-305

A3

A-406

A-305

A2

SERVICE ELEV.

SE001

HANGAR

BREAKROOM

208.1

GENERAL NOTES

A. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD

UNLESS NOTED OTHERWISE.

B. COORDINATE REQUIRED BLOCKING, BACKING,

PENETRATIONS, AND SUPPORTS FOR OPENINGS

AND WALL MOUNTED CONSTRUCTION OR

EQUIPMENT. PROVIDE ALL INTERNAL WALL

SUPPORTS FOR ANY WALL MOUNTED FIXTURES,

MILLWORK, OR OTHER CONSTRUCTION WHETHER

OR NOT THE ITEMS ARE PROVIDED BY THE

CONTRACTOR. WHERE OWNER FURNISHED ITEMS

REQUIRE WALL BLOCKING OR OTHER SUPPORT

COORDINATE WITH OWNER FOR THE

REQUIREMENTS.

C. ALL FLOORS SHALL BE LEVELED PRIOR TO NEW

FINISHES BEING INSTALLED

D. CONTRACTOR SHALL CLEAN ALL EXISTING

CONCRETE COLUMNS AND BEAMS. REMOVE ANY

FASTENERS, PROJECTIONS, AND MARKINGS.

E. REFER TO ENLARGED FLOOR PLANS A-402 AND

A-403 FOR SPECIALTY EQUIPMENT SCHEDULES.

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-

A lte r B ui ld in g

A M

XS

M ad is o n

, W is co n si n

A ir

N a ti o n a l G u a rd

JANUARY 21, 2022

PROJECT

KEYPLAN

A

B

C :\U s e rs \g a z \D o c u m e n ts

\0

A rc h

G Z a la b a k Z

W

D

.rv t

/2

/2

:3

:4

A

M

COMPOSITE SECOND FLOOR

PLAN

A-120

JBC

WFJ

WFJ

SCALE: 3/32" = 1'-0"

COMPOSITE SECOND FLOOR PLAN

A1

8' 24'16'0

3/32" = 1'-0"

N N

TRUE

NORTH

PLAN

NORTH

1 ADDENDUM 1 05/02/2022

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

C1

A

A

B

B

C

C

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

P

P

Q

Q

R

R

A-300

A1

A-300

A1

A-300

B1

A-300

B1

STAIRS

ST02A

STO.

TRAINING

ANALYSIS

PLANNING

SCHEDULE

M.O.C

STAIRS

ST02D

TOOLS

N8

A6B

A6B

233A

233B

A6B

A6B

A6B

A6B

A6B

A6B

/1

B1 A-400

D2 A-403

A1

MATCHLINE

SEE A1 / A-122

MATCHLINE

SEE A1 / A-122

ALIGN WITH

WINDOW JAMB

ALIGN WITH

WINDOW JAMB

F3B

/1

SERVICE ELEV.

SE001

F3A

F3A

F3A

F3A

F3A

C1 A-403

5'-0"

ALIGN WITH

WINDOW JAMB

21'-11" 1'-7 5/8"

GENERAL NOTES

A. ALL INTERIOR DIMENSIONS ARE…