FSB2021-613-00 - WI-ANG - B420 - Addendum 01 COMBINED DRAWINGS.pdf

PDF 8 MB Posted Mar 2, 2023

Attached to: 115 FW F-35 Repair Building 420 Construction Project
Solicitation number: W50S9F-23-B-0001
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 27, 2023

This is an invitation for bid for construction services to repair and upgrade Building 420 at Dane County Regional Airport - Truax Field in Madison, Wisconsin. The project scope includes modifying and right-sizing existing aircraft organization and weapons system management spaces to accommodate changes from supporting the F-16 to the F-35 mission. Building 420 will house Maintenance Group leadership, administrative staff, and Lockheed Martin contract personnel, as well as provide warm storage for aircraft maintenance equipment. Work must comply with provided design documents and specifications. The base award is a firm fixed-price contract for construction services with a period of performance of 180 days from notice to proceed. An option is provided for communication equipment and cabling. The project value is between $1 million and $5 million. The solicitation is unrestricted and encourages all responsible offerors to participate, with the HubZone preference applying. The NAICS code is 236220 with a $45 million size standard. The pre-bid conference and mandatory site visit will be held at Truax Field. The bid opening will follow FAR Subpart 14.4 procedures. Interested contractors must register in SAM to access solicitation documents through the website.

View the file

Other files

File	Type	Posted
20230308 Alter B420 Abstract of Offers.pdf	PDF	Mar 8, 2023
20230308 Alter B420 Attendance Sheet.pdf	PDF	Mar 8, 2023
Questions and Answers 4.pdf	PDF	Mar 7, 2023
QA3 Attachment 3 P-4A Walltype.pdf	PDF	Mar 2, 2023
FSB2021-613-00 - WI-ANG - B420 - Addendum 01 COMBINED SPECIFICATIONS.pdf	PDF	Mar 2, 2023
QA3 Attachment 1 P-8 Walltype.pdf	PDF	Mar 2, 2023
B420 Environmental Site Characterization Sampling Analysis Plan.pdf	PDF	Mar 2, 2023
QA3 Attachment 2 P-17 Walltype.pdf	PDF	Mar 2, 2023
B.08.W50S9F23B0001 Solicitation Amendment 0002.pdf	PDF	Mar 2, 2023
Questions and Answers 3.pdf	PDF	Mar 2, 2023
2023-02-28 B420 Wisconsin - Addm No 1.pdf	PDF	Mar 2, 2023
Questions and Answers 2.pdf	PDF	Feb 22, 2023
E.01.W50S9F23B0001 Solicitation Amendment 0001.pdf	PDF	Feb 22, 2023
Questions and Answers 1.pdf	PDF	Feb 14, 2023
F-35 B420 Site Visit 20230208.pdf	PDF	Feb 8, 2023
B.07.Pre-Proposal Slides - F-35 Repair B420.pptx	PPTX presentation	Feb 8, 2023
ATTACHMENT 6 - XGFG182019 F-35 Repair B420 - Single Source Doc - Monaco.pdf	PDF	Jan 27, 2023
E.01.W50S9F23B0001 Solicitation.pdf	PDF	Jan 27, 2023
ATTACHMENT 2 - WI-ANG - F-35 B420 CD Drawings Type B-3.pdf	PDF	Jan 27, 2023
ATTACHMENT 4 - XGFG182019 F-35 Repair B420 - Single Source Doc - Andover.pdf	PDF	Jan 27, 2023
ATTACHMENT 1 - Volume 4 - WI ANG F-35 B420 Specifications Type B-3.pdf	PDF	Jan 27, 2023
ATTACHMENT 5 - XGFG182019 F-35 Repair B420 - Single Source Doc - Marshall Best.pdf	PDF	Jan 27, 2023
ATTACHMENT 3 - SFS Form 12 - Template.xls	XLS spreadsheet	Jan 27, 2023

Show all 23

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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

405.840.2931 | fsb-ae.com

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

54321

2021-613-00

NWC

F-

: G un

S ho p

- R ep air

M ad iso n, W isc on sin

Ai r N at io na l G ua rd

OCTOBER 14, 2022

C :\U sers\bkg\D o cum ents\M y R evit\161300_Arch_ B G allagher5SB23.rvt

2/27/2023 1:17: 33 PM

SHEET INDEX

G-002

GAZ

TLW

SHEET INDEX

NUMBER TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-101 LIFE SAFETY PLAN - GROUND FLOOR

G-102 CODE COMPLIANCE PLAN - GROUND FLOOR

CIVIL

C-100 EXISTING TOPOGRAPHIC SURVEY

C-101 ACCESS PLAN

C-201 STORM WATER POLLUTION PREVENTION PLAN

C-202 STORM WATER POLLUTION PREVENTION DETAILS

C-301 REMOVAL PLAN

C-401 PROPOSED PLAN AND TYPICAL SECTIONS

C-501 UTILITY PLAN AND SCHEDULE

C-502 SANITARY DETAILS

C-503 SANITARY DETAILS

C-504 WATER DETAILS

C-505 WATER DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 SPECIAL INSPECTIONS

SB101 FOUNDATION PLAN AND DETAILS

SF101 ROOF FRAMING PLAN AND DETAILS

ARCHITECTURAL

A-001 ABBREVIATIONS AND SYMBOLS

A-002 PARTITION TYPES

AD100 COMPOSITE DEMOLITION FLOOR PLAN

AD150 DEMOLITION REFLECTED CEILING PLAN

AE100 COMPOSITE GROUND FLOOR PLAN

AE150 GROUND FLOOR REFLECTED CEILING PLAN

AE201 BUILDING ELEVATIONS

AE401 ENLARGED PLANS

AE402 INTERIOR ELEVATIONS

AE403 INTERIOR ELEVATIONS

AE404 CASEWORK DETAILS

AE405 CASEWORK DETAILS

AE600 DOOR SCHEDULE

AE601 WINDOW ELEVATIONS

AE602 ROOM FINISH SCHEDULE, INTERIOR FINISH MATERIALS LEGEND, AND

DETAILS

INTERIORS

IN101 GROUND FLOOR FINISH PLAN

IF101 GROUND FLOOR FURNITURE PLAN

IG101 GROUND FLOOR SIGNAGE PLAN

IG500 SIGNAGE DETAILS

IG501 SIGNAGE MOUNTING HEIGHTS

FIRE PROTECTION

F-001 FIRE PROTECTION LEGEND & ABBREVIATIONS

FD101 FIRE PROTECTION DEMOLITION

FP101 FIRE PROTECTION PLAN

FA101 FIRE ALARM & MASS NOTIFICATION PLAN

FA602 FIRE ALARM & MASS NOTIFICATION SYSTEM RISER DIAGRAM AND

INPUT/OUTPUT MATRIX

PLUMBING

P-001 LEGEND & ABBREVIATIONS

PD101 PLUMBING DEMOLITION

P-101 UNDERFLOOR PLAN

P-102 GROUND FLOOR PLAN

P-401 ENLARGED PLANS

P-501 DETAILS

P-701 PLUMBING SCHEDULES

MECHANICAL

M-001 LEGEND & ABBREVIATIONS

MD101 MECHANICAL DEMOLITION FIRST FLOOR PLAN

MD102 MECHANICAL DEMOLITION ROOF PLAN

MH101 MECHANICAL HVAC FIRST FLOOR PLAN

MH102 MECHANICAL HVAC ROOF PLAN

MP101 MECHANICAL PIPING

M-401 ENLARGED PLANS

M-501 DETAILS

M-502 DETAILS

M-601 FLOW DIAGRAMS

M-602 FLOW DIAGRAMS

M-701 SCHEDULES

M-702 SCHEDULES

M-801 CONTROLS

M-802 CONTROLS

M-803 CONTROLS

ELECTRICAL

E-001 LEGEND, ABBREVIATIONS, & MOUNTING HEIGHT DETAIL

ED101 ELECTRICAL DEMOLITION PLAN - POWER

ED201 ELECTRICAL DEMOLITION PLAN - LIGHTING

EG101 ELECTRICAL GROUNDING PLAN AND SYSTEM DIAGRAM

EG102 LIGHTNING PROTECTION SYSTEM ROOF PLAN

EG500 LIGHTNING PROTECTION DETAILS

EG501 LIGHTNING PROTECTION & GROUNDING DETAILS

EP101 ELECTRICAL POWER PLANS

EP401 ELECTRICAL ENLARGED PLANS

EP601 ONE-LINE DIAGRAM

EP700 ELECTRICAL POWER SCHEDULES I

EP701 ELECTRICAL POWER SCHEDULES II

EL101 ELECTRICAL INTERIOR LIGHTING PLAN

EL501 LIGHTING CONTROL DETAILS

EL601 LIGHT FIXTURE DETAILS

EL700 LIGHTING FIXTURE SCHEDULE

TELECOMMUNICATIONS

ET101 ELECTRICAL INTERIOR TELECOMMUNICATIONS PLAN AND ENLARGED

PLANS

ET501 TELECOMMUNICATIONS DETAILS AND RISER DIAGRAM

EY101 ELECTRICAL INTERIOR SPECIAL SYSTEMS PLAN

EY601 TELECOMMUNICATIONS SPECIAL SYSTEMS RISER DIAGRAMS

1 ADDENDUM #1 02/28/2023

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

OKLAHOMA CITY

REMOVE

BITUMINOUS

PAVEMENT,

562 S.Y. TOTAL

SAN

ANCHOR

POST

BLDG

ANCHOR

BLDG

BLDGBLDG BLDG BLDG

BLDG

SAN

BLDG

POST

BLDG UT

BLDG

SAN

GVGV GVGV

SAN

BLDG

POST

POSTBLDGAG

POST POSTPOST POST BLDG

BLDG

AGAGAGAG

A/C

SAN

BLDG

TEL

BLDG

TEL

SAN

BLDG

BLDG BLDG

BLDG

SAN

W W

W W W

SAN

G G

SSWV

W W

SS SS SS SS

ANCHOR

EXISTIN

G APRON

BUILD

G 42

G F

N E

EXISTING

BITUMINOUS

PAVEMENT

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

HANGAR

EXISTING

HANGAR

EXISTING

BITUMINOUS

PAVEMENT

REMOVE PCC

PAVEMENT, 40 S.F.

REMOVE EXISTING SIGN

AND LANDSCAPING

STONE, GRADE AND

RESEED.

REMOVE EXISTING

SANITARY, 292 L.F.

REMOVE EXISTING

SANITARY

MANHOLE, 2 EACH

BITUMINOUS ADA

RAMP TO BE

REMOVED AND

REPLACED

REMOVAL PLAN

C-301

LDH

0' 10' 20' 40'

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

2021-613-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

F-

: G un

S ho p

- R ep ai r B

M ad is on , W is co ns in

Ai r N at io na l G ua rd

54321

OCTOBER 14, 2022

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

SAN

NOTES:

1. EXISTING CONDITIONS ARE BASED ON SURVEY PERFORMED BY KL

ENGINEERING, INC. IN NOVEMBER AND DECEMBER OF 2021.

2. THE EXISTING PAVEMENT SECTION IS ESTIMATED TO BE 4 INCHES

OF ASPHALT AND 12 INCHES OF AGGREGATE.

3. PAVEMENT REMOVED FOR SANITARY AND WATER INSTALLATION

SHALL BE REPLACED WITH PROPOSED BITUMINOUS PAVEMENT

SECTIONS, 4 INCHES OF ASPHALT ON 12 INCHES OF AGGREGATE.

EXISTING REMOVAL LEGEND

BITUMINOUS PAVEMENT

PCC PAVEMENT

STORM SEWER

WATER LINE

GAS LINE

SANITARY SEWER LINE

UNDERGROUND ELECTRIC LINE

COMMUNICATIONS LINE

FENCE

TREE/BUSH

ADDENDUM 1 02/28/20231

SAN

ANCHOR

POST

BLDG

ANCHOR

BLDG

BLDGBLDG BLDG BLDG

BLDG

SAN

BLDG

POST

BLDG UT

BLDG

GVGV GVGV

SAN

BLDG

POST

POSTBLDGAG

POST POSTPOST POST BLDG

BLDG

AGAGAGAG

A/C

SAN

BLDG

TEL

BLDG

TEL

SAN

BLDG

BLDG BLDG

BLDG

W W

W W W

SAN

G G

SSWV

W W

SS SS SS SS

ANCHOR

EXISTIN

G APRON

BUILD

G 42

G F

N E

EXISTING

BITUMINOUS

PAVEMENT

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

HANGAR

EXISTING

HANGAR

EXISTING

BITUMINOUS

PAVEMENT

PROPOSED 6" DUCTILE

IRON FIRE PROTECTION

LEAD IN, 28 L.F.

POST INDICATOR VALVE

WITH TAMPER SWITCH.

ROUTE CONDUIT FROM

TAMPER SWITCH TO

BUILDING

UTILITY PLAN AND SCHEDULE

C-501

LDH

0' 10' 20' 40'

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

2021-613-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

F-

: G un

S ho p

- R ep ai r B

M ad is on , W is co ns in

Ai r N at io na l G ua rd

54321

OCTOBER 14, 2022

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

EXISTING PROPOSED LEGEND

BITUMINOUS PAVEMENT

PCC PAVEMENT

STORM SEWER

WATER LINE

GAS LINE

SANITARY SEWER LINE

UNDERGROUND ELECTRIC LINE

GROUND CONTOUR

TREE/BUSH

SAN

SANITARY SCHEDULE

Structure Northing Easting Type Rim El. Invert El. Pay Length Type Size Slope

S1 --- --- Building Outlet Connection --- 852.80*

18.0 PVC 6.0 1.17*

S2 504539.57 834868.66 4' Manhole 857.76 852.59 North

852.54 South

89.6 PVC 6.0 1.20

S3 504454.23 834841.27 4' Manhole 857.20 851.46 North

851.41 South

852.43 West (Existing)

82.9 PVC 8.0 1.20

S4 504371.34 834838.52 4' Manhole 857.30 850.42 North

850.37 South

114.6 PVC 8.0 1.20

S5 504273.39 834900.07 Connect to Existing Manhole 857.59 848.99

* BUILDING CONNECTION INVERT IS ESTIMATED.

NOTES:

1. PAVEMENT REMOVED FOR SANITARY AND WATER INSTALLATION SHALL BE REPLACED WITH

PROPOSED BITUMINOUS PAVEMENT SECTIONS, 4 INCHES OF ASPHALT ON 12 INCHES OF

AGGREGATE.

2. FOR ADDITIONAL INFORMATION SEE UTILITY DETAIL SHEETS.

3. ALL WORK PERFORMED SHALL BE IN CONFORMANCE WITH APPLICABLE UFCS, LOCAL UTILITY

CODES AND WIDOT REQUIREMENTS.

4. INSTALL, FLUSH AND TEST DOMESTIC WATER/FIRE SERVICE LINE PER NFPA 24. FLUSH AT THE

MEASURED FLOW RATES REQUIRED BY NFPA 24. PROVIDE CONTRACTOR'S MATERIAL AND

TEST CERTIFICATE FOR UNDERGROUND PIPING PER NFPA 24. CONTRACTOR'S QUALIFIED

FIRE PROTECTION ENGINEER MUST APPROVE THE FLUSHING TESTING PLANS FOR

UNDERGROUND FIRE PROTECTION PIPING AND MUST WITNESS FLUSHING AND TESTING AND

SIGN THE TEST REPORT. PROVIDE DEPTH OF COVER FOR FP PIPING AT MINIMUM 12” BELOW

THE FROST LINE.

5. 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.

6. ANY CONFLICTS WITH PROPOSED CONSTRUCTION AND UTILITIES SHALL BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE ARCHITECT.

7. WARNING TAPES SHALL BE PLACED ABOVE UTILITIES 1 FOOT BELOW GRADE.

8. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, UNLESS

NOTED OTHERWISE, INCLUDING PROVIDING ANY FINANCIAL SURETIED REQUIRED AS PART OF

ANY PERMIT.

ADDENDUM 11 02/28/2023

82" (MIN.)

WATER DETAILS

LDH

C-504

8.5 FT (TYP.)

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

2021-613-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

F-

: G un

S ho p

- R ep ai r B

M ad is on , W is co ns in

Ai r N at io na l G ua rd

54321

02/28/2023

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

1 ADDENDUM #1 02/28/2023

Gallagher, Brad K.

Cloud

WATER DETAILS

LDH

C-505

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

2021-613-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

F-

: G un

S ho p

- R ep ai r B

M ad is on , W is co ns in

Ai r N at io na l G ua rd

54321

02/28/2023

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

1 ADDENDUM #1 02/28/2023

Gallagher, Brad K.

Cloud

SF101

B C D E F G H J K L M N P

SB101

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4 HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X5/1

HSS5X

5X5/1

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

W18X40W16X31 W18X40 W18X35W18X40

HSS5X

5X1/4

W18X35W16X26W16X26W14X30W14X30W14X30

W16X26W16X26W16X26W16X26W14X22

W16X26 W21X44 W21X44 W21X44 W21X44 W21X44

W14X30

W 6X

HSS5X

5X1/4

W21X50

8K 18K

HSS5X

5X1/4

HSS5X

5X1/4

HSS5X

5X1/4

W 12X26

W16X26

L8X6X7/16

5X 5X

HSS5X

5X5/1

(BELO

NEWHSS5X5X1/4

O BE REMOVED)

LOAD BEARING

CMU WALL BELOW

TO REMAIN

(ORIGINAL SPAN)

13'-9"

(NEW CANTILEVER)

4'-5"

(ORIGINAL SPAN)

22'-3"

'-0

154'-0"

W12X26

SB101

T.O. SLAB

100'-0"

H J K

HSS6x4x1/4 WALL

STIFFENERS (ZINC

RICH PAINT). CAP PL1/4

AT ENDS TO SEAL

T.O. STEEL

115'-0"

PJ PJ

4'-6" 3'-0" 13'-0"

SF101

T.O. WALL

116'-0"

DEMO PORTION

OF 6” PANEL

2'-6" 11'-8" 2'-0" 2'-0"

(INTERIOR VIEW)

NEW HSS6X4X1/4

REINFORCING JAMBS

(ZINC RICH PAINT).

CAP PL1/4 AT ENDS

TO SEAL

SIM

SF101

600S162-43 COLD-FORMED METAL

FRAMING (CFMF) INFILL AT 12" OC

MAX, WITH CFMF TRACKS TOP AND

BOTTOM TYP.

NEW HSS6X4X1/4

REINFORCING HEADER

(ZINC RICH PAINT). CAP

PL1/4 AT ENDS TO SEAL

'-4

L4x4 BRACES EITHER SIDE OF L6x4 PANEL

ATTACHMENT

L4x4 BRACES EITHER SIDE OF L6x4 PANEL

ATTACHMENT

L6x4 PANEL ATTACHMENT

EACH SIDE OF NEW

OPENING - REFER

SECTIONS

4'-4"

4" 3'

-0

8' -0

3'-4" 1'-0" 4"

DOOR FRAMING

REFER ARCH

T.O. SLAB

100'-0"

G H J K

8'-0"4'-0"8'-0"4'-0"8'-0"

2'-0"2'-0"11'-8"4'-4"2'-6"

4'-6" 2'-0"

EXISTING

W18x40

T.O. STEEL

115'-0"

3'-6" 7'-6" 15'-0" 6'-0"

EXISTING 6"

PRECAST

CONCRETE

EXISTING 4" PRECAST

CONCRETE (DEMO

ENTIRE PANEL)

EXISTING

OPENING

(DEMO DOOR)

EXISTING 4" PRECAST CONCRETE

(DEMO ENTIRE PANEL)

EXISTING 6"

PRECAST

CONCRETE

T (P

PJ PJ PJ

SF101

T.O. WALL

116'-0"

PJ PJ

EXISTING

COLUMN

SIM

EXISTING

COLUMN

(INTERIOR VIEW)

4'-0"

DEMO LINE

DEMO SECTION OF

EXISTING 6" PRECAST

CONC PANELS

'-4

GRID

115'-0"

TOS

SLOPE DN

ROOF JOIST

EXISTING W18 BEAM

EXISTING L4x4x3/8 BRACE TO BE

DEMOLISHED (CAN BE REUSED)

1'-0"

4' -8

EXISTING 6"

PRECAST PANEL

SPANNING 16'-0”

BETWEEN ADJACENT

FULL HEIGHT

PANELS

EXISTING 1 1/2” ROOF DECK

NEW OVERHEAD DOOR HOOD

TRACKS ETC NOT SHOWN

FOR CLARITY

L4x4x3/8 BRACE

HSS6x4x1/4 W/ 1/2” DIA

HILTI H.A.S. RODS AT 16”

OC W/ HY-200 EPOXY

EMBED 4” AFTER

LOCATING AND

ADJOINING EXISTING

WALL REINF. DO NOT

DEMOLISH EXISTING

REINF.

DEMOLISH PORTION

OF PANEL - REFER

ELEVATION

EXISTING ANGLE-

TO REMAIN FOR

CONN TO NEW

BRACE

PL3/8x4x0'-4

3" ACCESS HOLES. FILL W/

PL1/4 AND AND SEAL WELD

AFTER INSTALLING ANCHORS

GRID

115'-0"

TOS

SLOPE DN

EXISTING

30K JOISTS

EXISTING W18 BEAM

EXISTING L4x4x3/8 BRACE TO BE

DEMOLISHED (CAN BE REUSED)

EXISTING 6"

PRECAST PANEL

SPANNING 16'-0”

BETWEEN

ADJACENT FULL

HEIGHT PANELS

EXISTING 1 1/2” ROOF DECK

OVERHEAD DOOR HOOD

TRACKS ETC NOT

SHOWN FOR CLARITY

NEW L4x4x3/8 BRACE

REFER ELEVATION FOR LOCATIONS

HSS6x4x1/4 W/ 1/2” DIA

HILTI H.A.S. RODS AT 16”

OC W/ HY-200 EPOXY

EMBED 4” AFTER

LOCATING AND ADJOINING

EXISTING WALL REINF.

DO NOT DEMOLISH

EXISTING REINF.

AT BOTH SIDES OF NEW OPENING:

L6x4x5/16x0'-8" W/ (2) 3/4” DIA HILTI H.A.S.

RODS AT 5" OC W/ HY-200 EPOXY.

EMBED 4” AFTER LOCATING EXISTING

WALL REINF. DO NOT DEMOLISH

EXISTING REINF. REFER ELEVATION

FOR LOCATIONS.

1/4

EXISTING 4"

PRECAST PANEL TO

BE DEMOLISHED

AP3/

DEMOLISH PORTION

OF PANEL - REFER

ELEVATION

EXISTING ANGLE-

TO REMAIN FOR

CONN TO NEW

BRACE

AT SIM: THIS

PORTION AND ANY

BRACING REMAINS,

DEMOLISH 4" PANEL

BELOW

NEW PL3/8x4x0'-46"

1'-0"

3" ACCESS HOLES. FILL W/

PL1/4 AND AND SEAL WELD

AFTER INSTALLING ANCHORS

EXISTING 6" PRECAST

PANELS

HSS6X4X1/4 3" ACCESS HOLES. FILL W/

PL1/4 AND AND SEAL WELD

AFTER INSTALLING ANCHORS

HSS6X4X1/4 W/ 1/2" DIA HILTI

H.A.S. RODS AT 16" O.C. W/

HY-200 EPOXY EMBED 2 1/2"

AFTER LOCATING AND

ADJOINING EXISTING WALL

REINF. DO NOT DEMOLISH

EXISTING REINF.

EXISTING 6"

PRECAST

PANELS

HSS6X4X1/4

HSS6X4X1/4 W/ 1/2" DIA HILTI

H.A.S. RODS AT 16" O.C. W/

HY-200 EPOXY EMBED 4"

AFTER LOCATING AND

AVOIDING EXISTING WALL

REINF. DO NOT DEMOLISH

EXISTING REINF.

3" ACCESS HOLES. FILL W/

PL1/4 AND AND SEAL WELD

AFTER INSTALLING ANCHORS

1'-1"

9"4"

4 1/2" 4 1/2"2"

(3) 1/2" DIA HILTI H.A.S. RODS W/ HY-200

EPOXY EMBEDDED 6" AFTER LOCATING

AND AVOIDING EXISTING FOUNDATION

REINFORCING. DO NOT DEMOLISH

EXISTING REINFORCING.

1/4

3 SIDES

TYP

1/2" THICK ANCHOR PLATE.

PLATE EXTENDS AWAY FROM

NEW OPENING, TYP

1/4

TYP

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

405.840.2931 | fsb-ae.com

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

54321

2021-613-00

NWC

F-

: G un

S ho p

- R ep air

M ad iso n, W isc on sin

Ai r N at io na l G ua rd

OCTOBER 14, 2022

C :\U sers\tlp\D oc um ents\161300_Stru_tpastorello _fsb-ae_com .rvt

2/27/2023 2:42: 59 PM

ROOF FRAMING PLAN AND

DETAILS

SF101

TJD

BAW

MNO

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

EXISTING ROOF FRAMING PLANB1

SCALE: 3/8" = 1'-0"

NEW MAN DOOR AND ENLARGED EXISTING OVERHEAD DOORC4

SCALE: 1/4" = 1'-0"

DEMO VIEW - EXISTING ELEVATIONB5

0 4' 8' 16'

1/8" = 1'-0"

0 2' 4' 8'

1/4" = 1'-0"

2' 6'4'0

3/8" = 1'-0"

SCALE: 1" = 1'-0"

SECTION ABOVE EXISTING DOORA1 SCALE: 1" = 1'-0"

SECTION AT EXISTING RECESSED PC PANELA3

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

SECTION AT PANEL REINFORCEMENTA4

NOTE:

ALL BEAMS AND COLUMNS SHOWN ARE EXISTING

EXCEPT THE ONE COLUMN MARKED NEW.

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

SECTION AT REINFORCING JAMB HSSB4

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

BASE CONNECTION AT JAMB HSSA5

0 6" 1' 2'

1" = 1'-0"

6" 1'-6"1'0

1 1/2" = 1'-0"

1 ADDENDUM #1 02/28/2023

N N

TRUE

NORTH

PLAN

NORTH

IS C O NS IN

P R

O F

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

BACKER 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. 'SM' IN PARTITION SCHEDULE INDICATES 'SMOKE'

PARTITION.

L. 'S' IN PARTITION SCHEDULE INDICATES SOUND

BATTS ARE TO BE PROVIDED BUT A MINIMUM STC IS

NOT SPECIFIED.

M. 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.

N. 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

DENOTES FIRE

RATING (HR)

DENOTES STC

RATING

DENOTES GENERIC

SIZE OF STRUCTURAL

ELEMENT

WALL SERIES. SEE

LEGEND ON THIS

SHEET

A1c*

"*" DENOTES WALL IS

TO DECK ABOVE

DENOTES GENERIC

SIZE OF STRUCTURAL

ELEMENT

WALL SERIES. SEE

LEGEND ON THIS

SHEET

DENOTES WALL

SUBTYPE. SEE

SCHEDULE ON THIS

SHEET.

A3a

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

C2a

NON-RATED FURRING

PARTITION WITH 2-1/2" 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

BASE AS

SCHEDULED

BASE AS

SCHEDULED

3-5/8" STUDS

AT 16" OC

STEEL

RUNNER

CHANNEL

FINISHED FLOOR

FINISH

FLOOR

5/8" GYP BD

SCHEDULED CLG

STEEL RUNNER

CHANNEL

1-5/8" STUDS

AT 16" OC

NON-RATED FURRING

PARTITION WITH UNFACED

ACOUSTICAL BATTS IN LIEU

OF 1-5/8" STUDS

F1a

F2a

NON-RATED FURRING

PARTITION WITH 2-1/2" STUDS

IN LIEU OF 1-5/8" STUDS

6" M

BASE AS

SCHEDULED

STEEL

RUNNER

CHANNEL

I6a NON-RATED PARTITION AS SHOWN ABOVE

WITH 6" STUDS IN LIEU OF 3-5/8" STUDS

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

I2a

NON-RATED PARTITION AS SHOWN

ABOVE WITH 2-1/2" STUDS IN LIEU

OF 3-5/8" STUDS

FINISHED FLOOR

NON-RATED FURRING PARTITION

WITH 7/8" HAT CHANNEL

DECK

C3a

NON-RATED FURRING

PARTITION WITH 3-5/8" STUDS

AND UNFACED ACOUSTICAL

BATTS IN LIEU OF 1-5/8" STUDS

C3d

NON-RATED FURRING

PARTITION WITH 3-5/8" STUDS

WITH 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 AND UNFACED

ACOUSTICAL BATTS IN LIEU OF

1-5/8" STUDS

I6b

NON-RATED PARTITION AS SHOWN

ABOVE WITH 6" STUDS IN LIEU OF

3-5/8" STUDS

I8b

NON-RATED PARTITION AS SHOWN

ABOVE WITH 8" STUDS IN LIEU OF

3-5/8" STUDS

FINISH

FLOOR

5/8" GYP BD

SCHEDULED CLG

7/8" HAT

CHANNEL

6" M

BASE AS

SCHEDULED

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

405.840.2931 | fsb-ae.com

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

54321

2021-613-00

NWC

F-

: G un

S ho p

- R ep air

M ad iso n, W isc on sin

Ai r N at io na l G ua rd

OCTOBER 14, 2022

C :\U sers\bkg\D o cum ents\M y R evit\161300_Arch_ B G allagher5SB23.rvt

2/27/2023 4:58: 41 PM

PARTITION TYPES

A-002

GAZ

TLW

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

PARTITION TAG LEGEND1

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

PARTITION TAG LEGEND3

INTERIOR PARTITION SCHEDULE

FSB

MARK

SUB

TYPE

PARTITION

TYPE

FIRE

RATING UL NO.

WALL

STC

SOUND

BATTS TYPE

DECK

STUD

GAUGE STUD SPACING TYPE COMMENTS

A3 a A3a -- -- 40 Yes (A3) 3 5/8" STUDS, 5/8" GYP BD BOTH SIDES-0HR STC BATT INSULATION Yes 20 GA 16" OC NGC 2013004 C2 a C2a -- -- -- No (C2) 2 1/2" STUDS, 5/8" GYP BD ONE SIDE-0HR No 20 GA 16" OC -- C3 a C3a -- -- -- No (C3) 3 5/8" STUDS, 5/8" GYP BD ONE SIDE-0HR No 20 GA 16" OC NGC 2013012 C3 d C3d -- -- S Yes (C3) 3 5/8" STUDS, 5/8" GYP BD ONE SIDE-0HR W/BATTS - EXISTING No 20 GA 16" OC NGC 2013012 F1 a F1a -- -- -- No (F1) 1 5/8" STUDS, 5/8" GYP BD ONE SIDE-0HR No 20 GA 16" OC -- F2 a F2a -- -- -- No (F2) 2 1/2" STUDS, 5/8" GYP BD ONE SIDE-0HR No 20 GA 16" OC -- H0 a H0a -- -- -- No (H0) 7/8" HAT CHANNELS, 5/8" GYP BD ONE SIDE-0HR No -- -- -- I2 a I2a -- -- No (I2) 2 1/2" STUDS, 5/8" GYP BD BOTH SIDES-0HR No 20 GA 16" OC -- I6 b I6b -- -- S Yes (I6) 6" STUDS, 5/8" GYP BD BOTH SIDES PLUS ONE ON EXTERIOR-0HR W/BATTS_P-4A Yes 20 GA 16" OC -- I6 a I6a -- -- -- No (I6) 6" STUDS, 5/8" GYP BD BOTH SIDES-0HR No 20 GA 16" OC -- I6 b I6b -- -- S Yes (I6) 6" STUDS, 5/8" GYP BD BOTH SIDES-0HR W/BATTS Yes 20 GA 16" OC -- I8 b I8b -- -- S Yes (I8) 8" STUDS, 5/8" GYP BD BOTH SIDES-0HR W/BATTS No 20 GA 16" OC I8

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

PARTITION TAG LEGEND2

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

PARTITION TYPES4

6" 1'-6"1'0

1 1/2" = 1'-0"

0 1' 2' 4'

1/2" = 1'-0"

1 ADDENDUM #1 02/28/2023

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

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.

1 1

2 2

3 3

4 4

5 5

6 6

7 7

8 8

9 9

2 2

1 1

1 1 1

6 77

8 88

6 6

22 22

25 25

AE201

2'-6" 5'-0" 13'-0" 2'-0"1

DEMOLISH

EXISTING TO REMAIN

DEMOLITION LEGEND

DEMO PLAN KEYNOTES

1. DEMOLISH WALL FRAMING AND FINISHES

2. DEMOLISH DOOR AND FRAME

3. DEMOLISH WINDOW FRAME AND GLAZING

4. DEMOLISH ELECTRICAL AND MECHANICAL

EQUIPMENT

5. DEMOLISH CEILINGS AND CEILING FIXTURES

6. DEMOLISH LAYER(S) OF GYPSUM BOARD AND

ACOUSTIC PANELS FROM NORTH WALL IN MAIN

HALLWAY (CORR 104)

7. DEMOLISH HAND RAIL

8. DEMOLISH WALL FINISH AND INSULATION, METAL

STUD FRAMING TO REMAIN

9. DEMOLISH BUILT IN SHELVING UNITS

10. DEMOLISH CABINETS AND COUNTER

11. DEMOLISH URINAL

12. DEMOLISH URINAL PARTITION

13. DEMOLISH WATER CLOSET

14. DEMOLISH TOILET PARTITION

15. DEMOLISH RESTROOM SINK AND COUNTER

16. DEMOLISH SHOWER

17. DEMOLISH LOCKERS

18. DEMOLISH SINK

19. DEMOLISH ROLL TOP DOOR

20. FURNITURE TO BE REMOVED AND RETURNED TO

OWNER

21. DEMOLISH WALL HEATER(S)

22. DEMOLISH VINYL COMPOSITE TILE AND PREP

SURFACE FOR NEW FINISH

23. DEMOLISH CARPET AND PREP SURFACE FOR NEW

FINISH

24. DEMOLISH CERAMIC TILE AND PREP SURFACE FOR

NEW FINISH

25. DEMOLISH VINYL WALL COVERING AND GYP BD

STUDS TO REMAIN AND REUSE

26. DEMOLISH ELECTRO STATIC DISSIPATIVE TILE AND

PREP SURFACE FOR NEW FINISH

27. DEMOLISH RECESSED GRATE, PLUG DRAIN AND

FILL RECESSED LEVEL TO EXISTING FLOOR GRADE

GROUND FLOOR

100'-0"

T.O. WALL

116'-0"

E F G H J K L M N

T.O. PRECAST

112'-0"

T.O. INT. WALLS

110'-0"

3 3 3 3 3 3 3 3

3 3 3

3 3 3 3 3

AE201

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

405.840.2931 | fsb-ae.com

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

54321

2021-613-00

NWC

F-

: G un

S ho p

- R ep air

M ad iso n, W isc on sin

Ai r N at io na l G ua rd

OCTOBER 14, 2022

C :\U sers\bkg\D o cum ents\M y R evit\161300_Arch_ B G allagher5SB23.rvt

2/26/2023 1:50: 53 PM

COMPOSITE DEMOLITION

FLOOR PLAN

AD100

GAZ

TLW

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

DEMOLITION FLOOR PLANA1

0 4' 8' 16'

1/8" = 1'-0"

N N

TRUE

NORTH

PLAN

NORTH

1 ADDENDUM #1 02/28/2023

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

EXTERIOR GLAZING DEMO ELEVATION1

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

AE201

1 1

2 2

3 3

4 4

5 5

6 6

7 7

8 8

9 9

STORAGE

MXG

CONFERENCE

FSE FSR

GROUP

COMMANDER

GROUP CHIEF

STORAGE

AME STORAGE

WOMEN

MEN

MECH.

134ELEC

COMM

GENERAL

STORAGE

JAN

CORR

VEST.

MOTHER'S

ROOM

QA CHIEF

QA TRAINING

QA FLIGHT

GEAR

LOCKERS

CHIEF

INSPECTOR

QA OPEN

OFFICE

BREAK

VEST.

MEN'S LOCKER

PRINT / BREAK

TOOL ROOM

MXG ADMIN

GENERAL

STORAGE

CORR

VEST.

CORR

125B

136C

136B

136A

4' -4

'-7

9' -9

-4

5' -9

'-1

AE401

AE201

AE401

SITE LEAD

P&W

AE401

AE402

3' -6

WOMEN'S

LOCKER

135B

'-7

-9

9' -4

*A3a

*A3a *A3a *A3a

11'-2 1/4"

2'-6" 3'-4" 1'-4"

11'-0" 2'-4" 2'-0"

A A A

AE403

*A3a

*I6b *I6b

1' -0

8' -1

*I6b

I6a

*A3a

AE201

AED

I8b

*I6b

7'-0 1/2"

'-1

9'-8 1/2"13 '-7

AD100

H *A3a

*A3a *A3a

*A3a

C3a

*A3a

C2aI2a

*A3a

C3a

*I6b *A3b

C3a

*I6b

*A3a *A3a

C3aC3a C3a

1' -6

AE201

AE600

*A3a

1 1

MATCH EXIST

CONSTRUCTION

AND FINISHES

GENERAL NOTES

A. ALL BIDDERS SHALL IMMEDIATELY BRING TO THE

CONTRACTING OFFICER'S ATTENTION ANY

DISCREPANCIES OR CONDITIONS WHICH IN THE

CONTRACTOR'S OPINION MAY AFFECT THE

EXECUTION OF THE WORK.

B. ALL BIDDERS SHALL VISIT THE SITE TO DETERMINE

WHETHER OR NOT NEW WORK MEANS & METHODS

OF PROPOSED PROJECT EXECUTION WILL

ENDANGER EXISTING STRUCTURES BY

OVERLOADING, FAILURE, OR UNPLANNED

COLLAPSE. ENSURE THAT NEW WORK

OPERATIONS DO NOT ENDANGER ADJACENT

SPACES, STRUCTURES, OR THE PUBLIC.

C. NEW WORK MAY REQUIRE ACCESS TO

INTERVENTIONS IN AREAS OUTSIDE OF THE

IMMEDIATE SCOPE OF WORK, INCLUDING WORK

ABOVE AND/OR BELOW THE FLOOR LEVEL WITHIN

THE SCOPE AND/OR ADJACENT SUITES. ANY SUCH

WORK SHALL BE EXECUTED TO RESTORE THE

AREA TO FULLY OPERATIONAL CONDITIONS IN

COMPLIANCE WITH ALL APPLICABLE BUILDING AND

SAFETY CODE REQUISITES, AND TO CONTRACTING

OFFICER'S APPROVAL. ALL WORK AS DESCRIBED

IN THIS NOTE SHALL BE INCLUDED AS PART OF THE

BASE CONTRACT PRICE.

D. CONTRACTOR SHALL NOTIFY LANDLORD OF ANY

EXTERIOR OR UNDERGROUND UTILITY NEW WORK

SCOPE REQUIRED FOR EXECUTION OF

DEMOLITION SCOPE ILLUSTRATED HEREIN.

CONTRACTOR SHALL TAKE ALL PRECAUTIONS

REQUIRED TO PROTECT ALL UNDERGROUND OR

OTHER CONCEALED UTILITIES, AND SHALL

INSPECT CEILINGS AND CHASES TO ASSURE

PROPER IDENTIFICATION OF EXISTING UTILITIES

PRIOR TO CUTTING, PATCHING, CAPPING, ETC., AS

REQUIRED AND INDICATED ON THE

CONSTRUCTION DOCUMENTS.

E. VERIFY PARTITION AND OPENING LAYOUTS WITH

CONTRACTING OFFICER OR CONTRACTING

OFFICER'S REPRESENTATIVE IN FIELD PRIOR TO

PROCEEDING WITH INSTALLATION OF PARTITION

FRAMING. THE RESPONSIBILITY FOR MEETING THE

DESIGN INTENT EXPRESSED IN THESE

DOCUMENTS REMAINS WITH THE CONTRACTOR.

F. ALL DIMENSIONS ARE TO OUTSIDE FACE OF STUD,

CENTERLINE OF COLUMNS, OR CENTERLINE OF

MULLIONS UNLESS OTHERWISE NOTED.

DIMENSIONS MARKED AS “CLEAR”, “HOLD”, OR

“ALIGN” SHALL TAKE PRECEDENCE OVER OTHER

DIMENSIONS. NOTIFY CONTRACTING OFFICER

IMMEDIATELY OF DISCREPANCIES OR CONFLICTS

WITH OTHER DIMENSIONS.

G. VERIFY PARTITION THICKNESS FOR CORRECT

INSTALLATION OF DOOR FRAMES, JUNCTION

BOXES, FIXTURES, FIRE EXTINGUISHER CABINETS

ETC., AND FOR INTERNAL INCLUSIONS SUCH AS

PLUMBING AND ELECTRICAL CONDUITS PRIOR TO

BID.

H. PARTITIONS ARE LAID OUT AT 90°, UNLESS

OTHERWISE NOTED.

I. INTERIOR PARTITIONS ARE "A3" UNLESS

OTHERWISE NOTED. SEE ENLARGED PLANS FOR

ADDITIONAL INFORMATION AS REQUIRED.

J. TYPICAL DOOR LOCATION TO THE NEAREST

RETURNING PARTITION TO BE 4" MEASURED FROM

THE FACE OF THE PARTITION TO THE OUTER EDGE

OF JAMB AT HINGE SIDE, ALLOWING THE DOOR

FOR A 90° SWING, UNLESS OTHERWISE NOTED.

K. PROVIDE APPROPRIATE PHYSICAL ISOLATION OF

METALS IN CONTACT WITH DISSIMILAR METALS OR

IN CONTACT WITH CEMENT BASED MATERIALS TO

AVOID GALVANIC ACTION OR CORROSION.

L. INSTALL BLOCKING OR GROUNDS AT ALL

PARTITIONS TO RECEIVE WALL-HUNG ELEMENTS,

INCLUDING BUT NOT LIMITED TO CASEWORK,

SHELVING, EQUIPMENT, ART DISPLAYS, LIGHT

FIXTURES, AND BULLETIN BOARDS. PARTITIONS AT

WALL CABINETS AND COUNTERS SHALL RECEIVE

HORIZONTAL BLOCKING FOR STABILITY AS

REQUIRED.

M. PROVIDE FIRE EXTINGUISHERS AS INDICATED ON

PLAN & AS REQUIRED BY LOCAL JURISDICTION

HAVING AUTHORITY.

N. ALL MILLWORK TO BE SEATED ON TOP OF

SCHEDULED FLOOR FINISH UNLESS OTHERWISE

NOTED.

O. ALL ACCESS PANEL LOCATIONS REQUIRED BY

LOCAL JURISDICTION HAVING AUTHORITY SHALL

BE REVIEWED WITH THE ARCHITECT PRIOR TO

INSTALLATION.

P. INTERIOR WALL AND CEILING FINISHES SHALL

COMPLY WITH IBC SECTION 803 AND SHALL BE

CLASS C (FLAME-SPREAD INDEX76-200, SMOKE-

DEVELOPED INDEX 0-450) WHEN TESTED IN

ACCORDANCE WITH ASTM E 84 OR UL 723.

INTERIOR FLOOR FINISHES SHALL COMPLY WITH

IBC SECTION 804, INCLUDING DOC FF-1 “PILL TEST”

(CPSC 16 CFR PART 1630) OR WITH ASTM D 2859.

PROVIDE SUPPORTING DOCUMENTATION

INDICATING TESTING CRITERIA TO BUILDING CODE

OFFICIALS UPON REQUEST.

Q. REPAIR WALL SIMILAR TO ADJACENT

CONSTRUCTION.

FLOOR PLAN KEYNOTES

1. HI-LOW DRINKING FOUNTAIN W/ BOTTLE FILLER

2. EXISTING ROOF ACCESS LADDER

3. GEAR LOCKERS

4. HI-DENSITY MOBILE STORAGE SYSTEM

5. RACK OVER PYLON STAND

6. MECHANICAL EQUIPMENT

7. NEW CORRUGATED METAL WALL MECHANICALLY

FASTENED TO LOUVER SYSTEM FRAME (FV DIMS)

8. FILL IN RECESS FROM FLOOR GRATE LEVEL.

PROVIDE LEVEL FINISH WITH EXISTING FLOOR.

EXISTING TO REMAIN

FLOOR PLAN LEGEND

AREA NOT IN SCOPE OF WORK

NEW CONSTRUCTION

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

405.840.2931 | fsb-ae.com

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

54321

2021-613-00

NWC

F-

: G un

S ho p

- R ep air

M ad iso n, W isc on sin

Ai r N at io na l G ua rd

OCTOBER 14, 2022

C :\U sers\bkg\D o cum ents\M y R evit\161300_Arch_ B G allagher5SB23.rvt

2/27/2023 11:50 :20 AM

COMPOSITE GROUND FLOOR

PLAN

AE100

GAZ

TLW

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

FLOOR PLANA1

0 4' 8' 16'

1/8" = 1'-0"

N N

TRUE

NORTH

PLAN

NORTH

1 ADDENDUM #1 02/28/2023

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

GROUND FLOOR

100'-0"

A B C D E F G H J K L M N P

EXISTING WALL

SHOWN IN

BACKGROUND

EXISTING SUN

SHADE STRUCTURE

EXISTING SUN SHADE STRUCTURE NEW CLEAR STORY

STOREFRONT

SYSTEM

D E E E E E E E E E E

A A A

E E E

AE201

GROUND FLOOR

100'-0"

ABCDEFGHJKLMNP

CLEAR STORY

WINDOW

EXIST HOLLOW METAL

FRAME AND DOOR TO

REMAIN

EXISTING FRAME

AND DOOR TO REMAIN

HOLLOW METAL FRAME

AND DOOR

ROOF ACCESS

LADDER

OVERHEAD COILING DOOR

CURTAIN WALL

SYSTEM

EXISTING SUN SHADE

STRUCTURE

G H

AE201

EIFS SYSTEM ON 6"

CFMF @ 12" OC

8' -0

-0

2'-6"

2'-0"

1'-4" 1'-4"11'-0"2'-4"2'-0"

8' -0

GROUND FLOOR

100'-0"

1 2 3 4 5 6 7 8 9

CURTAIN WALL

SYSTEM

ROOF ACCESS

LADDER

EXISTING SUN

SHADE

STRUCTURE

EXISTING

MECHANICAL

LOUVERS

AE201

GROUND FLOOR

100'-0"

123456789

B B

EXISTING SUN

SHADE

STRUCTURE

CURTAIN WALL

AE201

GROUND FLOOR

100'-0"

A B C D E F G H J K L M N P

AE201

EXISTING ROOF

MECHANICAL

EQUIPMENT

ACOUSTICAL

PANELS

MECHANICAL

EQUIPMENT

EXISTING

SLAB

EXISTING

STRUCTURE

GROUND FLOOR

100'-0"

GROUND FLOOR

100'-0"

123456789

AE201

MECHANICAL

EQUIPMENT MECHANICAL

EQUIPMENT

EXISTING ROOF

HIGH DENISTY

STORAGE

EXISTING

STRUCTURE

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

405.840.2931 | fsb-ae.com

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

54321

2021-613-00

NWC

F-

: G un

S ho p

- R ep air

M ad iso n, W isc on sin

Ai r N at io na l G ua rd

OCTOBER 14, 2022

C :\U sers\bkg\D o cum ents\M y R evit\161300_Arch_ B G allagher5SB23.rvt

2/26/2023 1:50: 59 PM

BUILDING ELEVATIONS

AE201

GAZ

PDC

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

SOUTH ELEVATIONA1

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

NORTH ELEVATIOND1

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

EAST ELEVATIONC1

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

WEST ELEVATIONB1

GENERAL NOTES

1. ALL PANEL JOINTS SEALANT AND BACKER

RODS TO BE REMOVED AND REPLACED.

0 4' 8' 16'

1/8" = 1'-0"

1 ADDENDUM #1 02/28/2023

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

BUILDING SECTION THRU EXISTING STRUCTURED2

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

BUILDING SECTION THRU EXISTING STRUCTUREB3

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

L M N P

AE402C2 B1

MEN'S LOCKER

MEN

VEST.

JAN

109VEST.

WOMEN

AE402 D1D2

5'-1" 5'-1"

4'-9"

A6 A5

A1A2 A3

A2 A3

A13

A14

4'-6 3/4" A9 A9 A9

LK1

LK1 LK1 LK1 LK1 LK1 LK1 LK1 LK1 LK1 LK1 LK1 LK1

LKB2 LKB2

LKB1

LKB3 LKB3

A10

A15

A2 A14

A13 A1 A2

A6 A5

A4A5

A6AE402

AE402

CORR

A9 LKB3

WOMEN'S

LOCKER

A9 A8A8

A11A12

LKB1

LK1

LK1 LK1 LK1 LK1 LK1 LK1

LK1

A12 A7

A11

A9 A8 A8

A9A8 A8

A9 A8 A8

A8A8

*A3a

*A3a *A3a

F2a

C3a

*A3a

C3a

*A3a

*A3a*A3a

C2a

*A3a

C3a

I2a

6'-6 3/4"

5' -5

6' -7

2' -0

2'-0"

3' -1

-1

8' -9

6'-8 3/4" 1'-7" 3'-0 3/4"

1'-4 1/2"

3'-0 1/2" 1'-4 1/2"

3'-3 1/4"

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

*I6b

*A3a

*I6b

*A3a

8' -0

5' -1

-7

3' -7

5' -1

-1

3' -0

-7

8'-8" 1'-0" 3'-8"

3' -6

*A3a

MOTHER'S

ROOM

GENERAL

STORAGE

AE402

A4 A6

7'-2 1/2" 5'-7 3/4"

*A3a*A3a

F1a

*A3a

6' -2

I8b

8 8

9 9

AE403

QA OPEN

OFFICE

PRINT / BREAK

A4 A6

20'-3 1/4"

2' -1

2' -6

15'-0 3/4"

8' -5

*A3a

C3d

*A3a

3 3

4 4

5 5

AE402B2

BREAK

A6 1'-

AE201

'-1

2'-10"

C3a

C2aC2a

*I6b

4" 8'

-0

INDICATES ACCESSIBLE

ELEMENT

SYMBOL LEGEND

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

405.840.2931 | fsb-ae.com

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

54321

2021-613-00

NWC

F-

: G un

S ho p

- R ep air

M ad iso n, W isc on sin

Ai r N at io na l G ua rd

OCTOBER 14, 2022

C :\U sers\bkg\D o cum ents\M y R evit\161300_Arch_ B G allagher5SB23.rvt

2/27/2023 5:00: 47 PM

ENLARGED PLANS

AE401

GAZ

TLW

SCALE: 1/4" = 1'-0"

ENLARGED PLAN - RESTROOMS/LOCKERSC1 SCALE: 1/4" = 1'-0"

ENLARGED PLAN - MOTHER'S ROOMC3

SCALE: 1/4" = 1'-0"

A-FP01 - ENLARGED PLAN QA OPEN OFFICEA1 SCALE: 1/4" = 1'-0"

ENLARGED PLAN - BREAK ROOMA3

LK1 72"H DOUBLE TIER METAL

(LOCKER 18"W x 18"D)

CF/CI

LKB1 ADA LOCKER ROOM BENCH CF/CI

LKB2 LOCKER BENCH (18"X48") CF/CI

LKB3 LOCKER BENCH (12"X36") CF/CI

TOILET ACCESSORIES

CODE DESCRIPTION

PROVIDED

A1 ACCESSIBLE STAINLESS STEEL

GRAB BARS

CF/CI

A2 TOILET TISSUE DISPENSER GF/CI

A3 SANITARY NAPKIN DISPOSAL CF/CI

A4 SOAP DISPENSER LAVATORY GF/CI

A5 MIRROR (24"X36") CF/CI

A6 PAPER TOWEL DISPENSER,

TOUCH-FREE AUTOMATIC

GF/CI

A7 SOAP DISPENSER SHOWERS GF/CI

A8 CLOTHES HOOK CF/CI

A9 SHOWER CURTAIN ROD, VINYL

SHOWER CURTAIN & STAINLESS

STEEL SHOWER CURTAIN HOOKS

CF/CI

A10 MOP STRIP CF/CI

A11 SHOWER GRAB BARS CF/CI

A12 ADA SHOWER SEAT CF/CI

A13 ACCESSIBLE TOILET PARTITION CF/CI

A14 STANDARD TOILET PARTITION CF/CI

A15 URINAL SCREEN CF/CI

0 2' 4' 8'

1/4" = 1'-0"

N N

TRUE

NORTH

PLAN

NORTH

1 ADDENDUM #1 02/28/2023

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

D O

O R

G H

DOOR WIDTH

SFX STEEL, EXT

SFI STEEL, INT

WFI WOOD, INT

WFD WOOD, 45-MIN FR

D O

O R

G H

DOOR WIDTH

SNLX STEEL, EXT

GLAZING

REF DOOR

SCHEDULE

FOR TYPE D

O O

R H

H T

DOOR WIDTH

OCDX OVERHEAD COILING DOOR, EXT

S2 STEEL

D O

O R

G H

T 2"

2" 2"DOOR WIDTH

S4 STEEL

D O

O R

G H

T 4"

2" 2"DOOR WIDTH

SG2A STEEL

D O

O R

G H

T 2"

2" 2"DOOR WIDTH

SG4A STEEL

O O

R H

H T

2" 2"DOOR WIDTH1'-6" 2"

2" D

O O

R H

H T

U S

2" 2"

1'-6" 2"

D O

O R

G H

T M

S 2"

2" 4"

SCHEDULED DOOR

EQ EQ

GROUT FILL

CONT SEALANT,

BOTH SIDES

HM FRAME

OVERHEAD

COILING DOOR

OVERHEAD COILING

DOOR JAMB GUIDES

OVERHEAD COILING

DOOR HOOD

EXISTING PRECAST

CONCRETE WALL

O.H. DOOR OPENING

111'-0"

DEMO EXISTING WALL

CONDITION AS REQUIRED FOR

O.H. DOOR HOUSING AND MOTOR

RUNNER CHANNEL

SCHEDULED FRAME

SCHEDULED DOOR

EXTEND GYP BD @

RATED PARTITION

PARTITION TYPE

PER FLOOR PLANS

RE: FLOOR PLANS

PARTITION

CONT SEALANT,

BOTH SIDES

EQ EQ

NEW HM FRAME

CONCRETE

WALL

GROUT FILL -

THIS SIDE ONLY

CONT SEALANT,

BOTH SIDES

SCHEDULED DOOR

FRAME ANCHORS,

3 PER JAMB MIN.

EXISTING

INTERIOR

WALL

FINISH

NEW FURRING

CHANNEL AND 5/8"

GYP BD

CONT SEALANT, BOTH SIDES HM FRAME

DOUBLE JAMB STUDS AT ALL

JAMBS (CLIP TOGETHER AT

12" OC VERT) JAMB ANCHORS,

3 PER JAMB MIN.

PERPENDICULAR

PARTITION PER PLAN

MIN

4" 2"

LOW EXPANSION FOAM FILL

SCHEDULED DOOR

SCHEDULED DOOR,

PROVIDE 1/2" UNDERCUT

SCHEDULED

FRAME BEYOND

4" 1" 1/2"

EDGE OF FOUNDATION

PROVIDE PEMKO 158

ALUMINUM OFFSET

SADDLE THRESHOLD

OR APPROVED EQUAL.

INSTALL IN FULL BED

OF SILICONE SEALANT

OFFSET T.O. SIDEWALK 1/4"

FROM T.O. FOUNDATION

EXPANSION MATERIAL

1/ 4"

PROVIDE PEMKO 2221_PK

INVERTED ALUMINUM DOOR

SHOE WITH RAIN DRIP OR

APPROVED EQUAL

LANDING 1:50 MAX

SIDEWALK 1:20 MAX

OVERHEAD COILING

DOOR JAMB GUIDES

STEEL ANGLE

OVERHEAD

COILING DOOR

HSS 6X4X1/4" -

ALIGN OUTSIDE

FACE WITH

PRECAST CONC

RE: STRUCTURAL

R E:

O R

N S

C O

N C

E W

1-1/2" EIFS

INSULATION

SYSTEM - PAINT TO

MATCH EXTERIOR

6" CFMF @ 12" OC

W/FULL BATT

INSULATION

EXISTING 2-1/2"

METAL FURRING

STRIPS

EXISTING 5/8"

GYP BD

1/2" EXTERIOR

SHEATHING

ALIGN

SEALANT OVER

BACKER ROD - BOTH

SIDES

EXISTING EXTERIOR

WALL

SCHEDULED WINDOW

SHIM & CAULK

7 1/4"

SHIM & CAULK

SCHEDULED WINDOW

SOLID SURFACE

BELOW

EXISTING EXTERIOR

WALL

EXISTING EXTERIOR

WALL

SCHEDULED WINDOW

SHIM AND CAULK

EXISTING 6"

CONCRETE

WALL

CONT SEALANT

OVER BACKER

ROD, BOTH SIDES

EXISTING 2"

INSULATION

BOARD

EXISTING 2-1/2"

METAL FURRING

STRIPS

EXISTING 5/8"

GYP BD

3" 3"

1/ 2"

3/ 4"

1-1/2" EIFS

INSULATION

SYSTEM - PAINT TO

MATCH EXTERIOR

1 1 /2"

1/2

6" 2 1

/2" 5/8

6" CFMF @ 12" OC

W/FULL BATT

INSULATION

2-1/2" METAL

FURRING STRIPS

5/8" GYP BD

1/2"

ALIGN

1/2" EXTERIOR

SHEATHING

1/2" EXPANSION

MATERIAL

1" 1/

1/ 2"

5/ 8"

HM FRAME

CONT SEALANT,

BOTH SIDES

SCHEDULED

DOOR

1-1/2" EIFS

INSULATION

SYSTEM - PAINT TO

MATCH EXTERIOR

6" CFMF @ 12" OC

W/FULL BATT

INSULATION

2-1/2" METAL

FURRING STRIPS

5/8" GYP BD

1/2" EXTERIOR

SHEATHING

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

405.840.2931 | fsb-ae.com

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

54321

2021-613-00

NWC

F-

: G un

S ho p

- R ep air

M ad iso n, W isc on sin

Ai r N at io na l G ua rd

OCTOBER 14, 2022

C :\U sers\bkg\D o cum ents\M y R evit\161300_Arch_ B G allagher5SB23.rvt

2/27/2023 4:52: 48 PM

DOOR SCHEDULE

AE600

GAZ

PDC

DOOR SCHEDULE

MARK

DOOR

HARDWARE #

DOOR

FIRE

RATING STC

FRAME

NOTES

SIZE DOOR

TYPE TYPE

DETAIL

WD HGT THK HEAD JAMB SILL

101 3'-0" 7'-10" 1 3/4" 103T WFI SG2A B2/AE600 A2/AE600 - -

102 3'-0" 7'-10" 1 3/4" 103T WFI SG2A B2/AE600 A2/AE600 - -

103 3'-0" 7'-10" 1 3/4" 101T WFI SG2A B2/AE600 A2/AE600 - -

105 3'-0" 7'-10" 1 3/4" 203T WFI S2 B2/AE600 A2/AE600 - -

107 3'-0" 7'-10" 1 3/4" 801T WFI S2 B2/AE600 A2/AE600 - -

108 3'-0" 7'-10" 1 3/4" 801T WFI S2 B2/AE600 A2/AE600 - -

109 3'-0" 7'-10" 1 3/4" 201T WFI S2 B2/AE600 A2/AE600 - -

111 3'-0" 7'-10" 1 3/4" 801T WFI S2 B2/AE600 A2/AE600 - -

112 3'-0" 7'-10" 1 3/4" 801T WFI S2 B2/AE600 A2/AE600 - -

115 3'-0" 7'-10" 1 3/4" 203T WFI S2 B2/AE600 A2/AE600 - -

116 3'-0" 7'-10" 1 3/4" 341T WFI S2 B2/AE600 A2/AE600 - -

117 3'-0" 7'-10" 1 3/4" 101T WFI SG2A B2/AE600 A2/AE600 - -

118 3'-0" 7'-10" 1 3/4" 101T WFI SG2A B2/AE600 A2/AE600 - -

119 3'-0" 7'-10" 1 3/4" 101T WFI SG2A B2/AE600 A2/AE600 - -

121 3'-0" 7'-10" 1 3/4" 203T WFI S2 B2/AE600 A2/AE600 - -

122 3'-0" 7'-10" 1 3/4" 201T WFI S2 B2/AE600 A2/AE600 - -

124 3'-0" 7'-10" 1 3/4" 203T WFI S2 B2/AE600 A2/AE600 - -

125A 3'-0" 7'-10" 1 3/4" 101T WFI S2 B2/AE600 A2/AE600 - -

125B 3'-0" 7'-10" 1 3/4" 101T WFI SG2A B2/AE600 A2/AE600 - -

129 3'-0" 7'-10" 1 3/4" 101T WFI S2 B2/AE600 A2/AE600 - -

130 3'-0" 7'-10" 1 3/4" 103T WFI SG2A B2/AE600 A2/AE600 - -

131 3'-0" 7'-10" 1 3/4" 103T WFI SG2A B2/AE600 A2/AE600 - -

135B 3'-0" 7'-10" 1 3/4" 711RT SFI S2 B2/AE600 A2/AE600 - -

136A 11'-0" 11'-0" 3/4" 001 - - - - C4/AE600 B5/AE600 - - O.H. DOOR

136B 3'-0" 7'-10" 1 3/4" C715T SNLX S4 C3/AE600 B3 &

B4/AE600

A3/AE600

136C 3'-4" 7'-10" 1 3/4" C201T WFI S2 B2/AE600 A2/AE600 - -

138 3'-0" 7'-10" 1 3/4" C711 WFI S2 B2/AE600 A2/AE600 - -

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

ARCHITECTURAL DOOR TYPES

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

FRAME TYPES

6" 1'-6"1'0

1 1/2" = 1'-0"

1 ADDENDUM #1 02/28/2023

SCALE: 3" = 1'-0"

HEAD DETAILC3 SCALE: 3" = 1'-0"

HEAD DETAILC4

SCALE: 3" = 1'-0"

HEAD DETAILB2 SCALE: 3" = 1'-0"

JAMB DETAILB3

SCALE: 3" = 1'-0"

JAMB DETAILA2 SCALE: 3" = 1'-0"

SILL DETAILA3

SCALE: 3" = 1'-0"

JAMB DETAILB5

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

WINDOW SILL DETAILA1

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

WINDOW JAMB DETAILB1

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

WINDOW HEAD DETAILC1

3" 9"6"0

3" = 1'-0"

0 1' 2' 4'

1/2" = 1'-0"

SCALE: 3" = 1'-0"

WALL DETAILA4

SCALE: 3" = 1'-0"

JAMB DETAILB4

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

G-002

C-301

C-501

C-504

C-505

SF101

A-002

AD100

AE100

AE201

AE401

AE600

File details come from the government source that posted it. Updated Mar 2, 2023.