FAKZ189102 TYPE B2 DRAWINGS.pdf

PDF 47 MB Posted Nov 17, 2022

Attached to: Squadron Operations Building Addition and Alteration
Solicitation number: W50S6N23B0003
Issued by: Department of the Army Alabama Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides a pre-solicitation notice for an upcoming Invitation for Bid for construction services at the 187th Fighter Wing in Montgomery, Alabama. The Department of the Army Alabama Army National Guard will issue an IFB on or about January 11, 2023 for construction of a 3,300 square foot addition and 1,300 square foot renovation to an existing Squadron Operations Building. The project scope includes sitework, building foundations, structural, architectural, plumbing, mechanical and electrical work to construct a new two-story addition and modify existing spaces. The project is estimated to cost between $1-5 million and have a 365 day period of performance once a notice to proceed is issued. The NAICS code is 236220 for commercial and institutional building construction with a $39.5 million small business size standard. This procurement is set aside solely for small businesses. A pre-bid conference will be held and bids must be submitted in response to the forthcoming IFB solicitation.

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Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

C o u rt

S tr ee t

M o n tg o m er y, A

T el

. 3 . 5

W W

W .S

S L

A R

C H

.C O

NOT FOR

CONSTRUCTION

USE

95%

SUBMITTAL

A R

C H

C T

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T1.0

TITLE SHEET

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B A

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10065.02

JUNE 2022

ME, DCD

DCD

F-35: ADAL Squadron Operations Building 1303

Montgomery, AL

FAKZ 189102

187th Fighter Wing Dannelly Field -

AL ANG

ARCHITECTURALCIVIL STRUCTURAL MECHANICAL ELECTRICAL

SEAY SEAY & LITCHFIELD, P.C.

1115 SOUTH COURT STREET

MONTGOMERY, AL 36104

334-263-5162

PROFESSIONAL ENGINEERING CONSULTANTS

822 S MCDONGOUGH STREET

MONTGOMERY AL, 36104

334-262-7307

BLACKBURN DANIELS O'BARR

8805 COUNTY RD 40 E

LOWNDESBORO, AL 36752

334-265-0206

HHB ENGINEERS

104 JOSIE RUN

PRATTVILLE, AL 36066

334-358-2707

GUNN & ASSOCIATES, P.C.

3102 HIGHWAY 14

MILLBROOK, AL 36054

334-285-1273

Approvals:

Title: Signature: Date:

Base Commander

Base Civil Engineer

Base Project Engineer

Bio Environmental Eng.

Safety

Security Police

Base Communications

Fire Chief

Schedule of Bid Options:

No. Revision Date

Option #1 Generator

Option #2 Landscape Furniture

ACT ACOUSTICAL CEILING TILE

A/C AIR CONDITIONING

AB ANCHOR BOLT

ADA AMERICAN DISABILITIES ACT

AFF ABOVE FINISH FLOOR

BM BEAM

BRG BEARING

BRK BRICK

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CIP CAST IN PLACE

CJ CONTROL JOINT

CL COLUMN LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CONTR CONTRACTOR

COORDF COORDINATION

CORR CORRIDOR

CT CERAMIC TILE

CTR CENTER

DBL DOUBLE

DET DETAIL

DIA DIAMETER

DR DRAIN

DN DOWN

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWR DRAWER

EA EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EQ EQUAL

EX EXISTING

EXT EXTERIOR

FF FINISH FLOOR

FIN FINISH

FL FLOOR LINE

FLSNG FLASHING

FTG FOOTING

GA GAUGE

GFRC GLASS FIBER REINFORCED CONCRETE

GWB GWB

HT HEIGHT

HM HOLLOW METAL

HOR HORIZONTAL

HR HANDRAIL

HTR HEATER

HVAC HEATING, VENTILATION & AIR CONDITIONING

HXWXL HEIGHT, WIDTH, LENGTH

IN INCHES

INSUL INSULATION

INT INTERIOR

JST JOIST

ABBREVIATIONS

JT JOINT

LAM LAMINATE

LAV LAVATORY

LVR LOUVER

MIN MINIMUM

MAX MAXIMUM

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MH MAN HOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOULDING

MO MASONRY OPENING

MTD MOUNTED

MW MICROWAVE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OPP OPPOSITE

P PAINT

PL PLATE / PROPERTY LINE

PL LAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PT PRESSURE TREATED

R RADIUS / RISER

RB RUBBER BASE

REFR REFRIGERATOR

REINF REINFORCE (D)

REV REVISED

RM ROOM

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SHW SINGLE HUNG WINDOW

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE

SS SANITARY SEWER

STD STANDARD

SVT SOLID VINYL TILE

STL STEEL

T TILE

T&G TONGUE & GROOVE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

WD WOOD

WWM WELDED WIRE MESH

WWF WELDED WIRE FABRIC

YP YELLOW PINE

SYMBOLS LEGEND

A101

SIM

A101

SIM

A101

ROOM NAME

150 SF

A101

SIM

1t x

SPECIFIC NOTE TAG

DOOR TAG

WINDOW TAG

WALL TAG

STOREFRONT TAG

GLAZING TAG

SPOT ELEVATION

ROOM TAG

ELEVATION TAG

BUILDING SECTION

WALL SECTION

DETAIL

ADA TURNING RADIUS

1Ref

R e f

1 Ref

R e f

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

C o u rt

S tr ee t

M o n tg o m er y, A

T el

. 3 . 5

W W W .S S L A R C H .C O M

NOT FOR

CONSTRUCTION

USE

95%

SUBMITTAL

A R

C H

C T

U R

I N

T E

R D

E S

T2.0

GENERAL NOTES,

ABBREVIATIONS, &

INDEX TO

DRAWINGS

F -3

D A

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10065.02

JUNE 2022

ME, DCD

DCD

GENERAL NOTES APPLY TO THE ENTIRE PROJECT. SPECIFIC NOTES APPLY TO ISOLATED WORK AREAS AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, ALL ISOLATED WORK AREAS ARE NOT NOTED. SHOULD A CONDITION OCCUR THAT IS NOT SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL DEMOLITION NOTES OR A SPECIFIC WORK NOTE(S) USED IN OTHER SIMILAR CONDITIONS, WHICHEVER IS MORE STRINGENT, PER APPROVAL OF ARCHITECT.

1. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WITH TAGGED DETAILS, ENLARGED PLANS, ELEVATIONS, ETC.

2. CONTRACTOR TO CONFIRM ALL OSHA AND APPLICABLE STANDARDS TO ASSURE SAFETY OF ALL PERSONS ON SITE DURING

ENTIRE COURSE OF CONSTRUCTION.

3. CONTRACTOR TO VERIFY ALL FINISHED DIMENSIONS BEFORE INSTALLATION OF CABINET WORK AND TRIMWORK.

4. CONTRACTOR TO VERIFY APPLICABLE OPENINGS, DOOR SIZES, AND DIMENSIONS OF MECHANICAL ROOMS WITH EQUIPMENT. IF

DISCREPANCY OCCURS, NOTIFY ARCHITECT PRIOR TO FRAMING.

5. CONTRACTOR TO COORDINATE PLUMBING AND MECHANICAL LINES WITH CEILING HEIGHTS, ABOVE CEILING AREAS AND

STRUCTURAL ELEMENTS.

6. CONTRACTOR TO VERIFY WITH STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL THE QUANTITY AND SIZES OF ALL SLEEVES REQUIRED. ALL SLEEVES TO BE ONE HOUR RATED, PROVIDE GREATER RATING IF PENETRATING INTO HIGHER RATED

ASSEMBLY.

7. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT THE HEAD HEIGHT IS NOT ENCUMBERED AND SERVICES ARE AS TIGHT

UP TO STRUCTURE AS POSSIBLE.

8. CONTRACTOR TO COORDINATE PLUMBING, MECHANICAL, FIRE SPRINKLER, ELECTRICAL, AND LIGHTING WITH STRUCTURAL ELEMENTS WHERE THERE IS EXPOSED STRUCTURE. CONDUIT LINES, ETC. SHALL RUN AT RIGHT ANGLES OR SEGMENTED

BETWEEN COLUMN LINES AND BE CLEAN AND NEAT IN APPEARANCE.

9. COORDINATE LOCATION OF SWITCHES, OUTLETS, THERMOSTATS, LIGHTS, ETC. W/ SHELVING, TRIM, MARKER BOARDS, AND CABINETRY. MOVE AS REQUIRED TO MISS SHELVING, STORAGE, CASEWORK, VISUAL DISPLAY BOARDS.

10. REFER TO MECHANICAL FOR ADDITIONAL LOUVERS NOT TAGGED.

11. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT HEAD HEIGHT IS NOT ENCUMBERED AND SERVICES ARE AS TIGHT UP TO STRUCTURE AS POSSIBLE, THIS WILL INCLUDE JOGGING DUCTS, SPRINKLER LINES, PLUMBING LINES, CONDUIT, ETC. UP AND DOWN OR AROUND AS REQUIRED TO ACHIEVE CEILING HEIGHTS AS INDICATED. COORDINATE INSTALLATION AND SEQUENCING

OF DISCIPLINES TO ACHIEVE.

12. THE GENERAL CONTRACTOR SHALL STAKE OUT ALL MAJOR FEATURES SHOWN ON THE SITE PLAN TO VERIFY THE SITE LAYOUT RELATIVE TO THE PROPERTY LINES AND SITE CONDITIONS PRIOR TO ANY UTILITIES OR FOOTINGS BEING INSTALLED.

13. ALL RECESSED ACCESSORIES LOCATED IN FIRE RATED WALLS SHALL BE EITHER OF FIRE RATED CONSTRUCTION OR COORDINATED WITH THE ADJACENT TRADES TO ALLOW THE GYPSUM BOARD TO BE CONTINUOUS BEHIND THE ACCESSORIES.

14. REFER TO CONTRACT DOCUMENTS FOR CONCEALED WOOD BLOCKING REQUIREMENTS.

15. COORDINATE FINAL CEILING HEIGHT WITH ALL WINDOWS. ALL TRADES SHOULD BE ABLE TO FIT WITHIN THE ALLOTTED SPACE IF COORDINATED BY THE GENERAL CONTRACTOR AND EACH TRADE. IF FURR DOWNS ARE REQUIRED TO ACCOMMODATE ABOVE CEILING ITEMS, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE FURR DOWNS AND COORDINATE LOCATIONS WITH THE

ARCHITECT.

INDEX TO DRAWINGS

SHEET NO. SHEET NAME

E3.4 SECOND FLOOR PLAN - MECHANICAL POWER

E4.1 FIRST FLOOR PLAN - AUXILIARY SYSTEMS

E4.2 SECOND FLOOR PLAN - AUXILIARY SYSTEMS

E4.3 FIRST FLOOR PLAN - SECURITY AND ACCESS CONTROL

E4.4 COMMUNICATIONS DETAILS

E4.4A COMMUNICATIONS OUTLET CONFIGURATIONS

E4.4B COMMUNICATIONS OUTLET CONFIGURATIONS

E4.5 COMMUNICATIONS GROUNDING DETAILS & NOTES

E4.6 COMMUNICATIONS CABLING MATRIX AND ROUTING

REQUIREMENTS

E4.7 COMMUNICATIONS CABLING MATRIX AND ROUTING

REQUIREMENTS (CONT'D)

E4.8 COMMUNICCATIONS CABLING MATRIX AND ROUTING

REQUIREMENTS (CONT'D)

E5.1 LUMINAIRE SCHEDULE, DETAILS & NOTES

E5.2 PANELBOARD SCHEDULES, DETAILS & NOTES

E5.3 PANELBOARD SCHEDULES

E5.4 PANELBOARD SCHEDULES

E5.5 PANELBOARD SCHEDULES

E6.1 FIRE ALARM / MASS NOTIFICATION SYSTEM RISER,

DETAILS & NOTES

E6.2 CABLE TRAY REQUIREMENTS

E6.3 ACCESS CONTROL DOOR ROUGH-IN DETAILS & NOTES

E7.1 SINGLE LINE DIAGRAM - POWER

E7.2 GENERATOR DETAILS & NOTES (BID OPTION)

E7.3 GENERATOR DETAILS & NOTES (BID OPTION)

Grand total: 105

INDEX TO DRAWINGS

SHEET NO. SHEET NAME

M2.2 HVAC - FIRST FLOOR PLAN - SECTOR B

M2.3 HVAC - FIRST FLOOR PLAN - AUS SERVER ROOM S16

M2.4 HVAC - SECOND FLOOR PLAN

08 Electrical

E0.1 ELECTRICAL LEGEND & NOTES

E0.2 ELECTRICAL LEGEND & NOTES (CONT'D)

E1.1 SITE PLAN - ELECTRICAL

E1.2 LIGHTNING PROTECTION SYSTEM DETAILS & NOTES

E1.3 FIRST FLOOR PLAN LIGHTING DEMOLITION

E1.4 SECOND FLOOR PLAN - LIGHTING DEMOLITION

E1.5 FIRST FLOOR PLAN - POWER DEMOLITION

E1.6 SECOND FLOOR PLAN - POWER DEMOLITION

E1.7 SECOND FLOOR PLAN - MECHANICAL POWER

DEMOLITION

E1.8 SECOND FLOOR PLAN - MECHANICAL POWER

DEMOLITION

E1.9 FIRST FLOOR PLAN - AUXILIARY DEMOLITION

E1.10 SECOND FLOOR PLAN - AUXILIARY DEMOLITION

E1.11 FIRST FLOOR PLAN - SECUFITY AND ACCESS CONTROL

- DEMOLITION

E2.1 FIRST FLOOR PLAN - LIGHTING

E2.2 SECOND FLOOR PLAN - NEW LIGHTING

E3.1 FIRST FLOOR PLAN - POWER

E3.2 SECOND FLOOR PLAN - POWER

E3.3 FIRST FLOOR PLAN - MECHANICAL POWER

INDEX TO DRAWINGS

SHEET NO. SHEET NAME

R1.2 REFERENCE SHEET - EXISTING FIRE PROTECTION

R1.3 REFERENCE SHEET - EXISTING FIRE PROTECTION

04B FIRE PROTECTION

FP1.1 LEVEL 1 FIRE PROTECTION DEMOLITION FLOOR PLAN

FP2.1 LEVEL 1 FIRE PROTECTION FLOOR PLAN

FP2.2 LEVEL 2 FIRE PORTECTION FLOOR PLAN

05 Structural

S0.1 GENERAL NOTES-SCHEDULES-TYPICAL DETAILS

S0.2 TYPICAL DETAILS

S1.1 PARTIAL FIRST FLOOR AND FOUNDATION & SECOND

FLOOR / LOW ROOF FRAMING PLANS

S1.2 PARTIAL ROOF FRAMING PLAN

S2.1 SECTIONS AND DETAILS

S2.2 SECTIONS AND DETAILS

S2.3 SECTIONS AND DETAILS

06 Plumbing

P1.1 LEVEL 1 PLUMBING DEMOLITION FLOOR PLAN

07 Mechanical

M0.1 MECHANICAL GENERAL NOTES, ABBREVIATIONS, AND

LEGEND

M0.2 MECHANICAL SCHEDULES

M0.3 MECHANICAL DETAILS

M0.4 MECHANICAL DETAILS

M1.1 HVAC - FIRST FLOOR PLAN - SECTOR A - DEMOLITION

M2.1 HVAC - FIRST FLOOR PLAN - SECTOR A

INDEX TO DRAWINGS

SHEET NO. SHEET NAME

A1.2 LEVEL 2 DEMOLITION PLAN

A1.3 DEMOLITION ELEVATIONS

A2.1 LEVEL 1 FLOOR PLAN

A2.2 LEVEL 2 FLOOR PLAN

A2.3 LEVEL 1 WALL TYPE / DIMENSION PLAN

A2.4 LEVEL 2 WALL TYPE / DIMENSION PLAN

A2.5 INTERIOR WALL DETAILS

A2.6 ROOF PLAN

A3.0 FINISH SCHEDULE

A3.1 DOOR SCHEDULES & NOTES

A3.2 SIGNAGE SCHEDULE & DOOR DETAILS

A3.3 DOOR DETAILS

A3.4 GLAZED OPENING SCHEDULE

A3.5 GLAZED OPENING DETAILS

A3.6 GLAZED OPENING DETAILS

A4.1 EXTERIOR ELEVATIONS

A5.0 BUILDING SECTION

A5.1 WALL SECTIONS

A5.2 WALL SECTIONS

A5.3 DETAILS

A7.1 INTERIOR DETAILS

A8.1 REFLECTED CEILING PLAN

A8.2 REFLECTED CEILING PLAN

04A FIRE PROTECTION

R1.1 REFERENCE SHEET - EXISTING FIRE PROTECTION

INDEX TO DRAWINGS

SHEET NO. SHEET NAME

00 Title

T1.0 TITLE SHEET

T2.0 GENERAL NOTES, ABBREVIATIONS, & INDEX TO

DRAWINGS

T2.1 ADA MOUNTING HEIGHTS

01 Civil

C1.1 SITE DEMOLITION PLAN

C2.1 SITE LAYOUT PLAN

C3.1 SITE GRADING AND DRAINAGE PLAN

C4.1 SITE UTILITIES PLAN

C5.1 SITE EROSION & SEDIMENT CONTROL PLAN

C6.1 SITE DETAILS

C7.1 SITE DETAILS

C8.1 SITE DETAILS

C9.1 SITE DETAILS

02 LANDSCAPE

L0.1 LANDSCAPE PLAN

L1.0 ENLARGED LANDSCAPE SITE PLAN & DETAILS

02.1 LIFE SAFETY

LS1.0 LIFE SAFETY CALCULATIONS

LS1.1 LIFE SAFETY PLANS

03 Architectural

A0.1 PHASING PLAN

A1.0 DEMOLITION NOTES

A1.1 LEVEL 1 DEMOLITION PLAN

GENERAL NOTES

16. CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS WITH THE DRAWINGS, IN PARTICULAR: WALL DIMENSIONS, INCOMING UTILITIES, ETC. REPORT IMMEDIATELY TO THE ARCHITECT ANY VARIANCES OR FIELD CONDITIONS THAT MAY CAUSE

CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK.

17. ALL MATERIAL SPECIFIED IS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS.

TRADE CONTRACTORS ARE TO CONSTRUCT PROJECT IN ACCORDANCE WITH THE DOCUMENTS. ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS WITHOUT ARCHITECT'S APPROVAL ARE AT THE TRADE CONTRACTOR'S RISK AND MAY RESULT IN

WORK BEING REWORKED AT THE TRADE CONTRACTOR'S EXPENSE. (MATERIAL AND LABOR)

18. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, LAWS, AND ORDINANCES. EACH TRADE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS, AND CERTIFICATES REQUIRED BY GOVERNING ENTITIES.

19. PROMPTLY NOTIFY THE ARCHITECT IN WRITING IF ANY CONTRACT DOCUMENTS ARE FOUND TO BE IN VARIANCE WITH THE APPLICABLE LAWS AND ORDINANCES. NECESSARY CHANGES WILL BE MADE BY APPROPRIATE MODIFICATIONS.

20. IF ANY WORK IS PERFORMED KNOWING IT TO BE CONTRARY TO SUCH CODES, LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT NOTICE TO THE ARCHITECT, THAT TRADE CONTRACTOR ASSUMES FULL RESPONSIBILITY AND BEARS COSTS ATTRIBUTED TO BRING WORK TO COMPLIANCE OF SUCH CODES, LAWS, ORDINANCES, AND RULES AND REGULATIONS.

21. EACH RESPONSIBLE CONTRACTOR SHALL SEAL ALL PENETRATIONS MADE AS PART OF THEIR WORK IN FIRE-RATED CONSTRUCTION AS REQUIRED BY ALL APPLICABLE CODES. EACH CONTRACTOR TO VERIFY WITH LOCAL FIRE MARSHAL OR BUILDING OFFICIAL HAVING JURISDICTION. EACH RESPONSIBLE CONTRACTOR WILL SEAL ALL PENETRATIONS MADE AS PART OF THEIR WORK THROUGH NON-RATED PARTITIONS. ALL FIRE CAULK TO BE THE SAME BRAND AS DETERMINED BY CONTRACTOR.

22. PLUMBING, FIRE-PROTECTION, MECHANICAL, AND ELECTRICAL WORK REQUIRED BY THIS CONTRACT IS NOTED ON CONTRACT DOCUMENTS. THE TRADE CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH ALL TRADES.

CHANGE ORDERS SHALL NOT BE APPROVED FOR EXTRA WORK ARISING FROM TRADE CONTRACTORS NOT COORDINATING WORK.

23. NEITHER THE ARCHITECT, NOR THE OWNER SHALL BE RESPONSIBLE FOR JOB SAFETY. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY AND SAFETY OF THE PUBLIC DURING CONSTRUCTION AND SHALL PROVIDE APPROPRIATE

WARNINGS, BARRICADES, ETC. AS REQUIRED PER CODES.

24. CONTRACTOR WILL BE RESPONSIBLE FOR ALL LAYOUT FOR INTERIOR/EXTERIOR WALLS AND FOUNDATION AND WILL BE RESPONSIBLE FOR MAINTAINING A BENCHMARK AND CONTROL LINES AT EACH FLOOR LEVEL. CONTRACTOR IS ALSO RESPONSIBLE FOR VERIFYING ACTUAL FLOOR HEIGHTS AND COORDINATING NEW AND EXISTING FLOORS TO ALIGN.

25. EACH TRADE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING AND INSTALLING CEILING OR WALL-MOUNTED ACCESS DOORS AS REQUIRED TO ACCESS COMPONENTS OF ITS SYSTEM AND TO COORDINATE WITH OTHER TRADES SO ACCESS IS

MAINTAINED.

26. IN ROOMS WITH FLOOR DRAINS, SLOPE TO DRAINS @ 1% SLOPE.

27. COORDINATE WITH OWNER LOCATION TO TELEVISION TO PROVIDE WOOD BLOCKING AT OWNER SPECIFIED LOCATION.

No. Revision Date

A X

" M A X

" M

PAPER TOWEL

DISPENSER

MIRROR

SOAP

DISPENSER

ROBE

HOOK

O P

O F

H O

O K

" T

LAVATORY. PROVIDE ADA

INSULATION KIT WHEN REQUIRED

URINAL

42" MIN

MAX

1' - 0"

" M

WATER

CLOSET

TOILET

PAPER

DISPENSER

SANITARY

NAPKIN

DISPOSAL

HORIZONTAL

GRAB BAR

VERTICAL GRAB BAR

MIN

1' - 3"

39 MIN - 41 MAX

" A B O

V E

O R

SHOWER ROD

FOLDING SHOWER SEAT FOR

TRANSFER-TYPE SHOWERS. LOCATE

ON WALL OPPOSITE THE CONTROLS

AND HAND SHOWER WALL.

TOWEL BAR

ALLOWABLE

MOUNTING

AREA

O M

O F

V E

S U

" M A X

H A

M A X

H A

ACAL

MAX.

15"

MAX.

15"

" M

" M A X

CONTROLS AND HAND

SHOWER SHALL BE

LOCATED WITHIN HATCH

AREA

HAND SHOWER GLIDE

RAIL NOT SHOWN,

SEE SPECS

TRANSFER SHOWER CONTROL WALL

LOCATED OPPOSITE SEAT WALL.

4" MAX.

18"

" M A X

/2 " M

1 1/2" MAX.

22" - 23"

15" - 16"

" M

A X

O F

C O

AL-SHAPED

SHOWER

SEAT

16" - 18"

12 MIN

36 MIN.

HORIZONTAL

GRAB BAR

" M A X

A D

A M

" M

FIRE

EXTINGUISHER

CABINET

" M

AX6

" M

ADA ELECTRIC

WATER COOLER

DIRECTION INDICATOR

HALL CALL

CONTROLS

ELEVATOR DOOR

H A

" M

A X.

" M

MIN.

" M

6" MAX.

11" MIN

ACAL

5" MAX. 15" MIN.

MIN. CLEAR DEPTH

48"

2 1/2" MAX

" M

/2 " M

A X

15-16"

60" MIN

" M

3" MAX

" M

" M A X

2' - 0"

27" MAX

" M

FOLDING SHOWER SEAT FOR

TRANSFER-TYPE SHOWERS. LOCATE

ON WALL OPPOSITE THE CONTROLS

AND HAND SHOWER WALL.

CONTROLS AND HAND SHOWER

SHALL BE LOCATED WITHIN

HATCH AREA

STANDARD ROLL-IN TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE

MIN

18"

MIN

36"

FRONT APPROACH, PULL SIDE

HINGE APPROACH, PULL SIDE

MIN

24"

LATCH APPROACH, PULL SIDE

MIN

42"

HINGE APPROACH, PULL SIDE

" MIN

12"

FRONT APPROACH, PULL SIDE

FRONT APPROACH, SLIDING DOORS AND

FOLDING DOORS

" MIN

22"

HINGE APPROACH, PUSH SIDE

SLIDE SIDE APPROACH, SLIDING

DOORS AND FOLDING DOORS

MIN

54"

LATCH APPROACH, PUSH SIDE

MIN

24"

MIN

24"

LATCH SIDE APPROACH, SLIDING

DOORS AND FOLDING DOORS

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

Te l.

. 5

W W

A R

C H

.C O

NOT FOR

CONSTRUCTION

USE

95%

SUBMITTAL

O R

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T2.1

ADA MOUNTING

HEIGHTS

F-

: A D

A L

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10065.02

JUNE 2022

ME, DCD

DCD

1/2" = 1'-0"T2.1

1 TYPICAL MOUNTING HEIGHTS UNLESS NOTED OTHERWISE

1/2" = 1'-0"T2.1

3 TYPICAL MOUNTING HEIGHTS UNLESS NOTED OTHERWISE CONTINUED

1/2" = 1'-0"T2.1 2 TYPICAL MOUNTING HEIGHTS UNLESS NOTED OTHERWISE CONTINUED Copy 1

1/4" = 1'-0"T2.1

4 ADA DOOR OPENING MANEUVERING CLEARANCES

1. ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A117.1 ARE

THE REFERENCE STANDARDS USED FOR SCOOPING PROVISIONS FOR

ACCESSIBILITY. THE MORE STRINGENT PROVISIONS OF THE TWO

STANDARDS ARE INDICATED.

2. DIAGRAMS SHOWN ARE FOR MOUNTING HEIGHT INFORMATION ONLY.

FIXTURES SHOWN ARE NOT NECESSARILY INCLUDED IN THE PROJECT.

3. COORDINATE ADA REQUIREMENTS WITH ALL REQUIRED CONCEALED

WOOD BLOCKING.

4. REFER TO MANUFACTURER'S LITERATURE REGARDING RECOMMENDATIONS

FOR MOUNTING PRODUCTS AND MATERIALS IN COMPLIANCE WITH ADA

STANDARDS.

GENERAL NOTES:

CREPE M

YRTLE

CREPE M

YRTLE

x x x xx x xxx x x x

AMU BUILDING

BLDG 1109

BLDG 1203

EXISTING SQUADRON

OPERATIONS BLDG 1301

BASE SUPPLY

ADDITION

SQUADRON OPERATIONS

ADDITION

L1.0

A1.3

LEGEND:

NEW CONCRETE CURB AND GUTTER - REFER TO CIVIL

PLANS & SPECIFICATIONS

NEW CONCRETE SIDEWALK / PAVEMENT - REFER TO CIVIL

PLANS & SPECIFICATIONS

INDICATES AREAS TO RELEIVE SOD.

PROJECT LIMITS

1 SPECIFIC NOTES TAG

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LANDSCAPE PLAN

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ME, DCD

DCD

1" = 30'-0"L0.1

1 LANDSCAPE PLAN

No. Revision Date

SPECIFIC NOTES:

1 PROVIDE CAST STONE BENCH WITH WOOD

BACKREST SEAT - SEE SECTION

EQUAL TO LANDSCAPE FORMS UNIVERSE

SYSTEM BACKLESS (25" AND 71" UNITS)

CASTSTONE BENCH EQUAL TO

SOCRATES BY LANDSCAPE FORMS

PAVERS - SEE SPECS

SAND LEVELING BED

CONCRETE PAVING

BASE - SEE CIVIL

LIME-STABILIZED SUBGRADE

PEJ

CURB AND GUTTER - SEE CIVIL

ASPHALT PAVING - SEE CIVIL

3/4" CHAMFER TYPICAL

WIDTH VARIESVARIES

STAMMPED CONCRETE BORDER CURB

S E E C

LIME-STABILIZED SUBGRADE

EXISTING SUBGRADE

ALTERNATE BASE BID

CONCRETE PAVER

BASE

EXPANSION JOINT

LIME-STABILIZED

SUBGRADE

EXISTING SUBGRADE

PAVERS (SEE SPECS)

SAND LEVELING BED

CONCRETE BORDER CURB

EXPANSION JOINT

CONCRETE PAVING

CONCRETE

24"24"

U M

MAX

8' - 0" O.C.

M in im u m

COMPOSITE POST CAP

COMPOSITE TOP RAIL

COMPOSITE INTERLOCKING PICKET

COMPOSITE INTERMEDIATE RAIL

COVER AND ALUMINIUM RAIL

3.5" X 3.5" X 3/16"

GALVANIZED STEEL POST

COMPOSITE FENCE POST

COMPOSITE BOTTOM RAIL

COVER

CONCRETE FOUNDATION

NOT TO SCALE

COMPOSITE POST CAP

COMPOSITE FENCE POST

COMPOSITE TOP RAIL

COMPOSITE INTERLOCKING

PICKET

ALUMINIUM BOTTOM RAIL

FENCE BRACKET

COMPOSITE BOTTOM RAIL

COVER

COMPOSITE INTERLOCKING PICKET

A S R

E Q

E D

B Y F

E N C

E M

A N U F A C

T U R E R

EQ EQ

0' - 0 1/2"

EQ EQ

WRAP MASONRY AROUND JAMBS (TYPICAL)

GATES - PROVIDE DIAGONAL BRACING AS REQUIRED

HEAVY DUTY BALL BEARING HINGES

BY GATE MANUFACTURER

SLIDE BOLT BY GATE MANUFACTURER

CANE BOLT BY GATE MANUFACTURER

RECESSED STRIKE EMBEDDED IN CONCRETE (TYPICAL)

0' - 6" 0' - 6"

SEE PLAN

0' - 6"

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T el

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USE

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A R

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ENLARGED

LANDSCAPE SITE

PLAN & DETAILS

F -3

D A

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10065.02

JUNE 2022

ME, DCD

DCD

1" = 1'-0"L1.0

4 RAISED PLANTER SECTION - BID OPTION

1 1/2" = 1'-0"L1.0

3 TYPICAL CONCRETE WALK WITH INTERIOR BRICK

1/2" = 1'-0"L1.0

1 COMPOSITE FENCE DETAIL

1/2" = 1'-0"L1.0

2 DUMPSTER GATE DETAIL

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

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USE

95%

SUBMITTAL

O R

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LS1.0

LIFE SAFETY

CALCULATIONS

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ME, DCD

DCD

APPLICABLE CODES:

BUILDING CODE..............UFC 1-200-01 / 2018 INTERNATIONAL BUILDING CODE

STRUCTURAL CODE...........UFC 3-301-01

PLUMBING CODE............UFC 3-420-01

MECHANICAL CODE.........UFC 3-401-01

FIRE CODE..................UFC 3-600-01 / NFPA 101

ELECTRICAL CODE...........UFC 3-501-01

ENERGY CODE..............UFC 1-200-02

ACCESSIBILITY CODE......2010 ADA STANDARDS

LIFE SAFETY CODE........UFC 3-600-01

IBC CHAPTER 3 AND UFC 3-600-01 OCCUPANCY & USE:

NFPA 101 CHAPTER 6:

• SEE LEGEND ON LIFE SAFETY PLAN

IBC CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS:

• NOT APPLICABLE

IBC CHAPTER 5 - GENERAL BUILDING HEIGHTS & AREAS:

• CONSTRUCTION TYPE = II-B, SPRINKLED, GROUP B + A-3, SEPARATED

• ALLOWABLE BUILDING HEIGHT (PER TABLE 504.3)

75 FEET ABOVE GRADE PLANE

• ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (PER TABLE 504.4)

3 STORIES ABOVE GRADE PLANE FOR A-3 (MOST STRINGENT)

• TABULAR BUILDING AREA (PER TABLE 506.2)

A-3 - 38,000 SQUARE FEET

B - 92,000 SQUARE FEET

• FRONTAGE INCREASE FORMULA PER 506.3

I=(F/P -0.25)W/30 =0.75

• ALLOWABLE BUILDING AREA (PER SECTION 506.2)

GROUP B - 92,000 + (23,000*.75)=109,250

GROUP A-3 - 38,000 + (28,500*.75)=59,375

• ACTUAL BUILDING AREA

26,079 SQUARE FEET TOTAL

FIRST FLOOR - 13,589 SQUARE FEET

726 SQUARE FEET OF GROUP A-3

12,863 SQARE FEET OF GROUP B

726/59,375 + 12,863/109,250 = .13

SECOND FLOOR - 12,490 SQUARE FEET

0 SQUARE FEET OF GROUP A-3

12,490 SQUARE FEET OF GROUP B

0/59,375 + 12,490/109,250 = .11

SUM OF THE RATIOS

.13 + .11 = .24

• FIRE SEPARATION REQUIREMENTS SEPARATED OCCUPANCIES

1. SEPARATION BETWEEN GROUP B AND A-3 - 1 HOUR

• INCIDENTAL USE AREAS (PER TABLE 509)

SEE OCCUPANCY TABLE.

IBC CHAPTER 6 TYPES OF CONSTRUCTION:

• CONSTRUCTION TYPE: II-B

• FIRE RATINGS (PER TABLE 601) AS FOLLOWS (EXCEPT WHERE NOTED OTHERWISE)

PRIMARY STRUCTURAL FRAME.............................. 0 HOUR

BEARING WALLS (INTERIOR & EXTERIOR)...................0 HOUR

NON-BEARING WALLS AND PARITIONS (INTERIOR)........0 HOUR

FLOOR CONSTRUCTION AND SECONDARY MEMBERS...0 HOUR

ROOF CONSTRUCTION AND SECONDARY MEMBERS....0 HOUR

• REQUIRED FIRE RATING (PER TABLE 602)

OCCUPANCY FIRE SEPARATION REQ.

TYPE (ACTUAL) SEPARATION

B GREATER THAN 15'-0" 0 HR

A-3 GREATER THAN 15'-0" 0 HR

IBC CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES:

• MAXIMUM EXTERIOR WALL OPENINGS (PER IBC SECTION 705)

FIRE SEPARATION: DEGREE OF OPENING PROTECTION: ALLOWABLE AREA: ACTUAL AREA:

NORTH ELEVATION UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT 20%

SOUTH ELEVATION UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT 17%

EAST ELEVATION UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT 11%

WEST ELEVATION UNPROTECTED, SPRINKLERED , (UP, S) 75% 20%

• FIRE WALLS (PER NFPA 8.3.2)

NO FIRE WALLS ARE PRESENT WITHIN THE SCOPE OF THE PROJECT

• SHAFT ENCLOSURE (PER NFPA 8.3.1 / 7.3.1.2)

EXISTING SHAFTS ARE PRESENT WITHIN THE SCOPE OF THE PROJECT BUT IS NOT AFFECTED BY THE SCOPE OF

THE WORK

• OPENING PROTECTIVES (PER NFPA 8.3.4)

TYPE OF ASSEMBLY ASSEMBLY RATING REQUIRED OPENING

PROTECTION (DOOR/SIDELITE)

NOT APPLICABLE

• CONCEALED SPACES (PER SECTION 718)

NOT APPLICABLE

• SEE LEGEND ON LIFE SAFETY PLAN FOR APPLICABLE UL ASSEMBLIES TO BE PROVIDED.

FIRST FLOOR PLAN CODE CALCULATIONS

Name

Occupancy Calculations Egress Width Calculations

Area (SF) Factor Type

Total Occupant

Load (Occupants)

Other Egress Component

Width

Calculated Width (Other

Egress Components)

(Inches)

Required Egress Width

(Inches)

ASSEMBLY A-3 726 SF NET 50.00 0.2 10.00 44

BUSINESS (COLLABORATION) 358 SF GROSS 12.00 0.2 2.40 44

BUSINESS (COLLABORATIVE) 454 SF GROSS 16.00 0.2 3.20 44

BUSINESS (COLLABORATIVE) 1218 SF 41.00 0.2 8.20

BUSINESS (CONCENTRATED) 959 SF GROSS 20.00 0.2 4.00 44

BUSINESS (CONCENTRATED) 3506 SF GROSS 71.00 0.2 14.20 44

BUSINESS (IT) 884 SF GROSS 3.00 0.2 0.60 44

BUSINESS (LOCKER) 1592 SF GROSS 32.00 0.2 6.40 44

BUSINESS (MECHANICAL) 142 SF GROSS 1.00 0.2 0.20 44

BUSINESS (STORAGE) 218 SF GROSS 1.00 0.2 0.20 44

BUSINESS (STORAGE) 672 SF GROSS 2.00 0.2 0.40 44

BUSINESS (STORAGE) 104 SF GROSS 1.00 0.2 0.20 44

BUSINESS (UNCONCENTRATED) 2437 SF GROSS 17.00 0.2 3.40 44

BUSINESS (UNCONCENTRATED) 313 SF GROSS 3.00 0.2 0.60 44

13584 SF 270.00 54.00

PLUMBING FIXTURE CALCULATIONS

Name Male

Occupancy Female

Occupancy

MALE

WATER

CLOSETS

FEMALE

WATER

CLOSETS MALE LAV

FEMALE

LAV

DRINKING

FOUNTAINS

ASSEMBLY 40 10 0.32 0.15 0.2 0.05 0.1

BUSINESS 303 76 7.06 2.52 4.79 1.9 3.79

343 86 7.38 2.67 4.99 1.95 3.89

IBC CHAPTER 8, UFC 3-600-01, NFPA 101 - INTERIOR FINISHES:

• FINISH MATERIAL RATING REQUIREMENTS (PER NFPA 101)

BUSINESS (CHAPTER 38)

WALLS

EXITS AND EXIT ACCESS CORRIDORS

INTERIOR WALL AND CEILING FINISH - CLASS A OR B (38.3.3.2.1)

ALL OTHER AREAS

INTERIOR WALL AND CEILING FINISH - CLASS A, B, OR C (38.3.3.2.2)

FLOORS

EXITS AND EXIT ACCESS CORRIDORS

INTERIOR FLOOR FINISH IN EXIT ENCLOSURES- CLASS I OR II (38.3.3.3.2)

ASSEMBLY (CHAPTER 12)

CORRIDORS AND LOBBIES

INTERIOR WALL AND CEILING FINISH - CLASS A OR B (12.3.3.2)

ENCLOSED STAIRWAYS

INTERIOR WALL AND CEILING FINISH - CLASS A (12.3.3.2)

ASSEMBLY AREAS

INTERIOR WALL AND CEILING FINISH SERVING MORE THAN 300 OCCUPANTS-

CLASS A OR B (12.3.3.3)

INTERIOR WALL AND CEILING FINISH SERVING LESS THAN 300 OCCUPANTS-

CLASS A, B, OR C (12.3.3.3)

SCREENS

PROJECTION SCREENS - CLASS A OR B (12.3.3.4)

EXITS AND EXIT ACCESS CORRIDORS

INTERIOR FLOOR FINISH - NOT LESS THAN CLASS II (12.3.3.5.2)

UFC 3-600-01(REPLACES IBC CHAPTER 9) - FIRE PROTECTION SYSTEMS:

• SECTION 9-1 - EMERGENCY VEHICLE ACCESS

1. FACILITY REQUIRES ALL-WEATHER EMERGENCY VEHICLE GROUND ACCESS IN

ACCORDANCE WITH 9-1.1. ALL-WEATHER EMERGENCY VEHICLE GROUND ACCESS IS

PROVIDED.

2. FACILITY DOES NOT REQUIRE AERIAL APPARATUS ACCESS IN ACCORDANCE WITH

9-1.2

• SECTION 9-2 - FIRE FLOW FOR FACILITIES

1. FIRE FLOW FOR SPRINKLER SYSTEM IS PROVIDED IN ACCORDANCE WITH 9-2.1

• SECTION 9-3 - SERVICE MAINS AND LATERALS

1. FIRE HYDRANTS ARE PROVIDED IN ACCORDANCE WITH 9-3.5.8.2

A. ALL PARTS OF THE FACILITY EXTERIOR ARE WITHIN 350 FT OF A HYDRANT

2. FIRE HYDRANTS ARE PROVIDED IN ACCORDANCE WITH 9-3.5.8.4

A. ONE HYDRANT IS LOCATED WITH 150FT OF THE FIRE DEPARTMENT CONNECTION

• SECTION 9-5 - FIRE PUMPS

1. A FIRE PUMP IS NOT REQUIRED TO MEET FIRE PROTECTION DEMAND

• SECTION 9-7 - AUTOMATIC SPRINKLER SYSTEMS

1. PER 9-7.2.1, AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED AND PROVIDED

• SECTION 9-10 - STANDPIPE SYSTEMS

1. PER 9-10, A STANDPIPE SYSTEM IS NOT REQUIRED

• SECTION 9-17 - PORTABLE FIRE EXTINGUISHERS

1. FIRE EXTINGUISHERS ARE PROVIDED, SEE PLANS FOR LOCATIONS

NFPA CHAPTER 7 (REPLACES IBC CHAPTER 10) - MEANS OF EGRESS:

• OCCUPANCY LOAD (PER TABLE 7.3.1.2):

SEE OCCUPANCY TABLE

• EGRESS CAPACITY SIZING (PER TABLE 7.3.3.1)

SEE CODE CALCULATIONS TABLE(S)

SEE LIFE SAFETY PLAN FOR INDIVIDUAL ROOM EGRESS ANALYSIS

• MINIMUM STAIR WIDTH (PER SECTION 7.3.3.1)

SEE CODE CALCULATIONS TABLE(S)

SECOND FLOOR PLAN CODE CALCULATIONS

Name

Occupancy Calculations Egress Width Calculations

Area (SF) Factor Type

Total Occupant

Load (Occupants)

Other Egress Component

Width

Calculated Width (Other

Egress Components)

(Inches)

Required Egress Width

(Inches)

BUSINESS (STORAGE) 215 SF 1.00 0.2 0.20

BUSINESS (COLLABORATION) 595 SF GROSS 20.00 0.2 4.00 44

BUSINESS (COLLABORATION) 1215 SF GROSS 41.00 0.2 8.20 44

BUSINESS (CONCENTRATED) 569 SF GROSS 12.00 0.2 2.40 44

BUSINESS (EXERCISE) 1581 SF 32.00 0.2 6.40

BUSINESS (IT) 153 SF GROSS 1.00 0.2 0.20 44

BUSINESS (LOCKERS) 360 SF GROSS 8.00 0.2 1.60 44

BUSINESS (MECHANICAL) 496 SF GROSS 1.00 0.2 0.20 44

BUSINESS (STORAGE) 78 SF GROSS 1.00 0.2 0.20 44

BUSINESS (UNCONCENTRATED) 6680 SF GROSS 45.00 0.2 9.00 44

11941 SF 162.00 32.40

• NUMBER OF MEANS OF EGRESS (PER SECTION 7.4.1)

TOTAL NUMBER OF EXITS REQUIRED

BUSINESS OCCUPANCY (CHAPTER 38)

GROUND FLOOR - 2 EXITS REQUIRED

ASSEMBLY OCCUPANCY (CHAPTER 12)

GROUND FLOOR - 2 EXITS REQUIRED

SECOND FLOOR - 2 EXITS REQUIRED

• COMMON PATH OF EGRESS TRAVEL DISTANCE

BUSINESS OCCUPANCY (CHAPTER 38)

100 FT (WHEN SERVING LESS THAN 50 OCCUPANTS) PER 38.2.5.1

ASSEMBLY OCCUPANCY (CHAPTER 12)

75 FT (WHEN SERVING LESS THAN 50 OCCUPANTS) PER 12.2.5.1.2

20 FT (WHEN SERVING MORE THAN 50 OCCUPANTS) PER 12.2.5.1.2

• EXIT ACCESS TRAVEL DISTANCE

BUSINESS OCCUPANCY (CHAPTER 38)

300 FEET PER 12.2.6.3

ASSEMBLY OCCUPANCY (CHAPTER 12)

250 FEET PER 12.2.6.2

• CORRIDORS

OCCUPANCY TYPE (B) REQUIRES:

NO FIRE RATING REQUIRED FOR CORRIDOR WALLS

OCCUPANCY TYPE (A) REQUIRES:

NO FIRE RATING REQUIRED FOR CORRIDOR WALLS

SEE LIFE SAFTEY PLAN FOR LOCATIONS OF RATED WALLS

MINIMUM CORRIDOR WIDTH

ASSEMBLY OCCUPANCY (CHAPTER 12)

44 INCHES PER 12.2.3.8

BUSINESS OCCUPANCY (CHAPTER 38)

44 INCHES PER 38.2.3.2

DEAD END CORRIDORS

BUSINESS OCCUPANCY (CHAPTER 38)

MAXIMUM OF 50 FEET PER 38.2.5.2.1

ASSEMBLY OCCUPANCY (CHAPTER 12)

MAXIMUM OF 20 FEET PER 12.2.5.1.3

TRAVEL DISTANCE = 87 FEET

TRAVEL DISTANCE = 100 FT

6680 SF

BUSINESS

(UNCONCENTRATED)

78 SF

BUSINESS (STORAGE)

153 SF

BUSINESS (IT)

496 SF

BUSINESS

(MECHANICAL)

595 SF

BUSINESS

(COLLABORATION)

360 SF

BUSINESS (LOCKERS)

6.8 5.1

1.2

23.2 17.4 116 116

14.6 10.95

2 OCCUPANTS

1 OCCUPANT1 OCCUPANT1 OCCUPANT2 OCCUPANTS

12 OCCUPANTS

2 OCCUPANTS

3 OCCUPANTS

1 OCCUPANT

3 OCCUPANTS

1 OCCUPANT

2 OCCUPANTS 2 OCCUPANTS

3 OCCUPANTS

20 OCCUPANTS

3 OCCUPANTS

32 OCCUPANTS8 OCCUPANTS

3 OCCUPANTS

41 OCCUPANTS

1 OCCUPANT

2 OCCUPANTS

1215 SF

BUSINESS

(COLLABORATION)

569 SF

BUSINESS

(CONCENTRATED)

1581 SF

BUSINESS (EXERCISE)

215 SF

BUSINESS

(STORAGE)

TRAVEL DISTANCE

= 115 FEET

726 SF

ASSEMBLY A-3

2437 SF

BUSINESS

(UNCONCENTRATED)

884 SF

BUSINESS (IT)

142 SF

BUSINESS

(MECHANICAL)

218 SF

BUSINESS (STORAGE)

672 SF

BUSINESS (STORAGE)

104 SF

BUSINESS (STORAGE)

959 SF

BUSINESS

(CONCENTRATED)

313 SF

BUSINESS

(UNCONCENTRATED)

3506 SF

BUSINESS

(CONCENTRATED)

25.95 173 173

8.55

10.5

5.4

10.05

26 OCCUPANTS

50 OCCUPANTS

1 OCCUPANT

2 OCCUPANT

3 OCCUPANTS

1 OCCUPANT

3 OCCUPANTS

1 OCCUPANT

13 OCCUPANTS

8 OCCUPANTS 7 OCCUPANTS 7 OCCUPANTS 7 OCCUPANTS 7 OCCUPANTS 1 OCCUPANT

2 OCCUPANTS

17 OCCUPANTS

12 OCCUPANTS

1 OCCUPANT

2 OCCUPANTS

1 OCCUPANT

16 OCCUPANTS

11 OCCUPANTS

2 OCCUPANTS

21 OCCUPANTS

358 SF

BUSINESS

(COLLABORATION)

1592 SF

BUSINESS (LOCKER)

454 SF

BUSINESS

(COLLABORATIVE)

1218 SF

BUSINESS

(COLLABORATIVE)

3 OCCUPANTS

1 OCCUPANT

551717

752525

HANDICAP ACCESSIBLE EXIT LOCATION

EXIT TRAVEL PATH

ELECTRIC WATER COOLER - SEE PLUMBINGEWC

EMERGENCY EXIT SIGNAGE

LIFE SAFETY LEGEND

FIRE EXTINGUISHER ON BRACKET

(TYPE 4A:80B:C)

FEB

ROOM TAG

ROOM NAME

150 SF

BUSINESS B OCCUPANCY GROUP (IBC 2018)

50 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

300 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

500 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

OCCUPANT LOAD

REQUIRED DOOR WIDTH

REQUIRED STAIR WIDTH

UL ASSEMBLY TAG

BUSINESS B OCCUPANCY GROUP (IBC 2018)

500 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

1 SMOKE PARTITION / FIRE RATED WALL

CONSTRUCTION TO EXTEND FROM TRUE

FLOOR TO UNDERSIDE OF TRUE ROOF

ABOVE. SEE PLAN FOR LOCATION OF

SMOKE PARTITION VERSUS FIRE RATED WALL

CONSTRUCTION.

BUSINESS B OCCUPANCY GROUP (IBC 2018)

30 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

50 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

150 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

ASSEMBLY A-3 OCCUPANCY GROUP (IBC 2018)

50 FIXED SEATS PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

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A R

C H

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USE

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SUBMITTAL

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PLANS

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10065.02

JUNE 2022

ME, DCD

DCD

1" = 10'-0"LS1.1

1 LEVEL 2 FFE

1" = 10'-0"LS1.1

2 LEVEL 1 FFE

S15

S16

602 SF

ALIS SERVER ROOM

S16

1287 SF

INTEL WORK AREA B

S26

179 SF

STORAGE

S27

187 SF

VESTIBULE

575 SF

MOBILE STORAGE

637 SF

INTEL WORK AREA A

S05

32 SF

ESD

77 SF

RUBBER ROOM

128 SF

AIRCREW TRAINING

412 SF

LIFE SAFETY

313 SF

SECURE OFFICE

S24

106 SF

OFFICE

S25

227 SF

BRIEFING

S02

191 SF

BRIEFING

S04

197 SF

BRIEFING

S11

198 SF

BRIEFING

S12

195 SF

ALIS ADMIN

S13

341 SF

MASS BRIEFING

S10

525 SF

WING PROGRAM

S14

196 SF

SECURE COMM

S17

S13

120 SF

ELECTRICAL

1036 SF

WEAPONS & TACTICS

S23

NOTE: WALL PENETRATIONS OF ANY

KIND WILL NOT BE PERMITTED WITHIN

THIS REGION

714 SF

PERFORMANCE

ELEMENT

335 SF

MECHANICAL

202 SF

STORAGE

772 SF

PERFORMANCE

ELEMENT

528 SF

WAR ROOM

239 SF

AFM

390 SF

FLIGHT SCHEDULING &

TRAINING

186 SF

CSS

186 SF

ADO

512 SF

OPERATIONS DESK

181 SF

OFFICE

144 SF

OFFICE

144 SF

OFFICE

144 SF

OFFICE

250 SF

OFFICE

108 SF

ELECTRICAL

394 SF

ARMS

PHASE IA - ALIS SERVER, ALIS ADMIN, AND SECURE COMM ROOM UPGRADES

REFER TO SPECIFICATION SECTION 00 0102 - PROJECT INFORMATION AND SUMMARY

FOR ADDITIONAL INFORMATION AND PHASING REQUIREMENTS.

PHASE IB - COMMUNICATIONS UPGRADES

REFER TO SPECIFICATION SECTION 00 0102 - PROJECT INFORMATION AND SUMMARY FOR ADDITIONAL

INFORMATION AND PHASING REQUIREMENTS.

HATCHED AREA INDICATES EXISTING BUILDING THAT IS EXPECTED TO BE OUTSIDE THE

SOPE OF WORK, HOWEVER NEW AND EXISTING POWER AND COMMUNICATIONS CABLING,

RACEWAYS, CONDUIT, ETC. SCHEDULED FOR REWORK MAY EXIST WITHIN AND ABOVE

THESE AREAS. GENERAL CONTRACTOR TO VISIT THE SITE TO BECOME COMPLETELY

FAMILIAR WITH EXISTING CONDITIONS. GENERAL CONTRACTOR TO TAKE EXTREME

CAUTION TO PROTECT EXISTING FINISHES WHERE NEW WORK INTERFACES WITH EXISTING

BUILDING. IF WORK IS REQUIRED IN THIS AREA, GENERAL CONTRACTOR TO REPAIR ANY

DAMAGE TO EXISTING FINISHES THAT OCCURS DUE TO CONSTRUCTION / DEMOLITION

ACTIVITIES.

PHASING LEGEND

PHASE II - NEW CONSTRUCTION

REFER TO SPECIFICATION SECTION 00 0102 - PROJECT INFORMATION AND SUMMARY FOR

ADDITIONAL INFORMATION AND PHASING REQUIREMENTS.

REFER TO SPECIFICATION SECTION 00 0102 FOR DETAILED PHASING DESCRIPTIONS.

SAPF INTRUSION DETECTION AND PHYSICAL SECURITY MUST BE COMPLETELY INSPECTED

AND ACCREDITED PRIOR TO ANY PENETRATIONS ARE PREFORMED IN EXISTING NORTH.

• PENETRATION FOR INTRUSION DETECTION IS THE ONLY EXCEPTION.

• PENETRATION AND CONNECTION TO NEW INTRUSION DETECTION PANEL MUST

BE COMPLETE IN ONE DAY.

1. ALL DEVICES IN EXISITNG INTEL AREA TO BE RE-ROUTED TO NEW

INTRUSION DETECTION SYSTEM PANEL AND NEW INTRUSION

DETECTION SYSTEM MUST BE OPERATIONAL AT THE END OF EACH

DAY.

PHASING NOTES

PHASE IV - INTEL SECURITY UPGRADES:

REFER TO SPECIFICATION SECTION 00 0102 - PROJECT INFORMATION AND SUMMARY FOR

ADDITIONAL INFORMATION AND PHASING REQUIREMENTS.

PHASE III - INTERIOR POWER MODIFICATIONS

REFER TO SPECIFICATION SECTION 00 0102 - PROJECT INFORMATION AND SUMMARY FOR

ADDITIONAL INFORMATION AND PHASING REQUIREMENTS.

PHASE V - INTERIOR RENOVATIONS OF EXISTING AREAS

REFER TO SPECIFICATION SECTION 00 0102 - PROJECT INFORMATION AND SUMMARY FOR

ADDITIONAL INFORMATION AND PHASING REQUIREMENTS.

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

Te l.

. 5

W W

A R

C H

.C O

NOT FOR

CONSTRUCTION

USE

95%

SUBMITTAL

O R

D E

A0.1

PHASING PLAN

F-

: A D

A L

A D

O N

A N

N E

O N

M E

, A

M A

10065.02

JUNE 2022

ME, DCD

DCD

3/32" = 1'-0"A0.1

1 LEVEL 1 PHASING PLAN

3/32" = 1'-0"A0.1

2 LEVEL 2 PHASING PLAN

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

C o u rt

S tr ee t

M o n tg o m er y, A

T el

. 3 . 5

W W

W .S

S L

A R

C H

.C O

NOT FOR

CONSTRUCTION

USE

95%

SUBMITTAL

A R

C H

C T

U R

I N

T E

R D

E S

A1.0

DEMOLITION

NOTES

F -3

D A

L S

Q U

A D

R O

N O

P E

R A

N S B

D A

N N

E L

L Y

L D

M O

N T

G O

M E

R Y

L A

B A

M A

10065.02

JUNE 2022

ME, DCD

DCD

General Demolition Notes:

THE INTENT OF DEMOLITION IS TO ACCOMPLISH ALL WORK NECESSARY TO PROVIDE A FINISHED, COMPLETE

BUILDING AS INDICATED IN THE PLANS AND SPECIFICATIONS. THE FOLLOWING GENERAL NOTES ARE APPLICABLE

TO ALL DEMOLITION ACTIVITIES REQUIRED BY THE SCOPE OF THE CONTRACT DOCUMENTS.

CONTRACTOR'S RESPONSIBILTY TO VERIFY ACCURACY OF EXISTING CONDITIONS:

1. DOCUMENTATION CONTAINED IN THESE CONSTRUCTION DOCUMENTS OF EXISTING CONDITIONS MAY

NOT BE ENTIRELY ACCURATE. CONTRACTOR IS TO TAKE THE INITIATIVE TO VISIT THE SITE PRIOR TO AND

DURING THE PRE-BID MEETING TO VERIFY ACTUAL CONDITIONS, THEREFORE RENDERING THE

CONTRACTOR RESPONSIBLE FOR AN ACCURATE REPRESENTATION OF THE EXISTING CONDITIONS.

2. CONTRACTOR TO VISIT SITE TO VERIFY EXISTING CONDITIONS AND SHALL BE RESPONSIBLE FOR

DETERMINING THE SCOPE OF WORK PRIOR TO DEMOLITION . EXISTING CONDITIONS SHALL BE

THOROUGHLY RESEARCHED PRIOR TO CONSTRUCTION AND ANY DRAWINGS SHALL BE IMMEDIATELY

DISCUSSED WITH ARCHITECT PRIOR TO BEGINNING CONSTRUCTION IN THE AFFECTED AREA. CHANGE

ORDERS WILL NOT BE APPROVED PRIOR TO WORK TAKING PLACE FOR EXISTING CONDITIONS READILY

APPARENT BY A THOROUGH OBSERVATION.

3. CONTRACTOR TO VERIFY ALL EXISTING FLOOR ELEVATIONS AND VERIFY WITH PLANS. REPORT ANY

DISCREPANCIES WITH ARCHITECT PRIOR TO CONSTRUCTION

4. CONTRACTOR SHALL VERIFY IF THERE ARE EXISTING TILE SETTING BEDS. IN SUCH CASE, CONTRACTOR IS

RESPONSIBLE FOR DEMOING EXISTING SETTING BED(S) AND FILL EXISTING DEPRESSED CONCRETE SLAB

AREAS WITH MATERIALS CONSISTENT WITH ADJACENT MATERIALS AND FINISHES REQUIRED TO MEET ALL

APPLICABLE CODES.

5. DIMENSIONS OF EXISTING STRUCTURES ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR.

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. LOCATION OF WALLS SHALL BE AS SHOWN ON

PLANS RELATIVE TO EXISTING CONDITIONS.

6. THE OWNER ASSUMES NO RESPONSIBILITY FOR EXISTING UNKNOWN CONDITIONS. EACH CONTRACTOR

SHALL COORDINATE NEW CONSTRUCTION WITH EXISTING CONSTRUCTION AND INVESTIGATE IN A

REASONABLE MANNER REGARDING HIDDEN CONDITIONS.

SAFEGUARDS DURING DEMOLITION:

1. CONTRACTOR TO MAKE SURE ALL INFRASTRUCTURE (POWER, GAS, WATER, CABLING, ETC...) IS TURNED

OFF AND/OR REMOVED PRIOR TO DEMOLITION.

2. CONTRACTOR TO VERIFY ALL LOAD BEARING CONDITIONS AND PROVIDE SHORING AS REQUIRED IN ALL

AFFECTED AREAS PRIOR TO & DURING DEMOLITION AND/OR CONSTRUCTION.

3. ALL CURRENT OSHA AND APPLICABLE STANDARDS SHALL BE UPHELD TO ASSURE SAFETY OF ALL

PERSONS ON SITE DURING ENTIRE COURSE OF CONSTRUCTION.

CONTRACTOR'S RESPONSIBILTY TO REMOVE ALL ENCUMBRANCES REQUIRED FOR PROPER INSTALLATION OF

NEW SYSTEMS:

1. REMOVAL OF ALL ENCUMBRANCES INCLUDING BUT NOT LIMITED TO DUCTS, PIPING, WIRING, ETC… SHALL

BE DONE BY THE CONTRACTOR TO ACHIEVE PLANS AS SHOWN EVEN IF NOT SHOWN ON DEMOLITION

PLANS.

2. REMOVAL OF ALL ENCUMBRANCES INCLUDING BUT NOT LIMITED TO CONCRETE, WOOD, DUCTS, PIPING, WIRING, SHALL BE DONE BY THE CONTRACTOR TO ACHIEVE FLOOR PLANS AS SHOWN EVEN IF NOT

SHOWN ON DEMOLITION PLANS.

3. REMOVE ALL CEILINGS AND ITEMS ABOVE CEILINGS THAT ARE NOT REQUIRED IN THE RENOVATED

BUILDING AND AS REQUIRED TO INSTALL NEW HVAC, PLUMBING, LIGHTING, ELECTRICAL, ETC. FOR FULLY

FUNCTIONING SYSTEMS.

4. REMOVE ANY UNUSED PENETRATIONS AND INSTALL NEW DECKING/ROOFING OVER ANY OPENINGS

5. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL REMOVE GYPSUM WALLBOARD AND ANY FURRING

STRIPS AND/OR FASTENERS FROM EXTERIOR WALLS TO PREPARE FOR NEW FINISH.

6. REMOVE ALL ABANDONED FIXTURES, PIPING, CONDUIT WIRING, INSULATION, EQUIPMENT, STRUCTURAL

SUPPORTS, ARCHITECTURAL SYSTEMS., ETC… NO LONGER IN USE OR UNNECESSARY FOR THE

RENOVATED PROJECT. PROVIDE PATCHING WITH MATERIALS CONSISTENT WITH ADJACENT MATERIALS

AND FINISHES REQUIRED, UNLESS OTHERWISE NOTED, TO MEET ALL APPLICABLE CODES.

7. REMOVE ALL MISCELLANEOUS HARDWARE, PANELING, CLIPS, FASTENERS, WIRE, CONDUIT, PIPES, ETC…

FROM ANY AND ALL SURFACES TO RECEIVE A NEW FINISH. PATCH SUBSTRATES BY FILLING, GRINDING

AND SANDING SMOOTH WITH ACCEPTABLE CONSTRUCTION INDUSTRY AND CODE COMPLIANT

MATERIALS. PREPARE SURFACE FOR ACCEPTANCE OF MANUFACTURER SPECIFIED FINISH AND SURFACE

TREATMENT. INSTALLATION OF FINISH INDICATES ACCEPTANCE OF SUBSTRATE BY APPLICATOR. WHERE

NO NEW FINISHES OCCUR, PATCH EXISTING MATERIALS WITH MATCHING MATERIALS SO THAT PATCH

WORK IS NOT VISIBLE.

8. REMOVE ALL EXISTING ACOUSTICAL TILE, CEILING GRID, HANGERS, AND ASSOCIATED FRAMING UP TO

UNDERSIDE OF ROOF.

9. REMOVE EXISTING FLOORING AS REQUIRED TO INSTALL NEW FLOORING. PROVIDE MANUFACTURE’S

REQUIRED LEVELING MATERIALS PRIOR TO INSTALLING NEW FLOORS. REFER TO SPECIFICATIONS OF

FLOORING FOR ADDITIONAL REQUIREMENTS. FIELD TEST EXISTING FLOORING SUBSTRATE AS REQUIRED

BY PROJECT SPECIFICATIONS AND/OR FLOORING MANUFACTURER TO ENSURE MOISTURE CONTENT, RELATIVE HUMIDITY, FLOOR FLATNESS, AND OTHER SUBSTRATE CONDITIONS ARE WITHIN ACCEPTABLE

RANGES FOR INSTALLATION OF NEW SCHEDULED FLOOR MATERIALS INTENDED TO BE INSTALLED.

PROVIDE MANUFACTURER'S WRITTEN ACCEPTANCE OF SUBSTRATE CONDITIONS PRIOR TO PROCEEDING

WITH INSTALLATION OF NEW FLOOR SYSTEMS. INSTALLATION OF NEW FLOORING SYSTEMS INDICATED

ACCEPTANCE OF THE SUBSTRATE BY THE CONTRACTOR AND INSTALLER.

10. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE REMOVAL OF DEMOLISHED MATERIALS: FOR THE

PATCHING OF EXISTING SURFACES, INCLUDING OPENINGS IN FLOORS, WALLS, ETC. TO MATCH

UNDISTURBED EXISTING SURFACES, AND FOR LEAVING THE AREA IN A CLEAN CONDITION. REFER TO

CONTRACT DOCUMENTS FOR SPECIFIC FLOOR RELATED DETAILS.

General Demolition Notes (Continued):

CONTRACTOR'S RESPONSIBILTY TO RETURN THE SITE/STRUCTURE TO PRE-WORK CONDITIONS

1. CONTRACTOR TO TAKE EXTREME CARE AT EXISTING EXTERIOR FINISHES, INCLUDING BUT NOT LIMITED TO

BRICK, METALWORK, WINDOWS, AND DOORS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY

EXTERIOR FINISHES THAT WERE COMPROMISED DURING THE COURSE OF CONSTRUCTION.

2. CONTRACTOR TO PROTECT ALL FINISHES TO REMAIN ON INTERIOR OF EXISTING SPACES INCLUDING

WALLS, CEILINGS, FLOORS, DOORS, FIXTURES, ETC.

CONTRACTOR'S RESPONSIBILITY REGARDING REMOVAL AND DISPONSAL OF DEMOLISHED MATERIALS:

1. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LAWS, REGULATIONS, AND/OR ORDINANCES REGARDING THE METHOD OF DEMOLITION AND DISPOSAL OF WASTE MATERIALS.

THE OWNER ASSUMES NO LIABILITY FOR EXTRA WORK OR ADDITIONAL COMPENSATION DUE TO FAILURE

OF THE TRADE CONTRACTOR OR SUBCONTRACTORS TO COMPLY WITH ANY AND ALL SUCH REGULATIONS

THAT APPLY.

CONTRACTOR'S RESPONSIBILTY REGARDING HAZARDOUS MATERIALS:

1. CONTRACTOR SHALL COMPLY WITH ALL SPECIFIED REQUIREMENTS AND GOVERNING

CODES/LAWS/REGULATIONS REGARDING REMOVAL AND DISPOSAL OF HAZARDOUS MATERIALS, IF

ENCOUNTERED.

2. IF HAZARDOUS MATERIALS ARE ENCOUNTERED, NOTIFY ARCHITECT PRIOR TO PROCEEDING.

ADDITIONAL MISCELLANEOUS PROVISIONS

1. GENERAL DEMOLITION NOTES APPLY TO THE ENTIRE PROJECT. SPECIFIC NOTES (DESIGNATED) APPLY TO

ISOLATED WORK AREAS AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, ALL

ISOLATED WORK AREAS ARE NOT NOTED. SHOULD A CONDITION OCCUR THAT IS NOT SPECIFICALLY

NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL DEMOLITION NOTES OR A SPECIFIC

WORK NOTE(S) USED IN OTHER SIMILAR CONDITIONS, WHICHEVER IS MORE STRINGENT, PER APPROVAL

OF ARCHITECT VIA OWNER.

2. REFER ALSO TO SELECTED DEMOLITION, SUMMARY OF WORK, ADDITIONAL INSTRUCTIONS TO BIDDERS

AND OTHER SPECIFICATION SECTIONS REQUIRED.

3. REFER TO OTHER DISCIPLINES TO INCLUDE BUT NOT LIMITED TO LANDSCAPE, CIVIL, PLUMBING, MECHANICAL, AND STRUCTURAL FOR ADDITIONAL DEMOLITION AND REPARATION REQUIREMENTS. PATCH

ALL LOCATIONS REQUIRED BY PLUMBING, MECHANICAL, AND ELECTRICAL DEMOLITION. MATCH

ADJACENT CONDITIONS, UNLESS OTHERWISE NOTED. ALL REQUIRED TRENCHING AND REPLACEMENT OF

EXISTING SLABS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

4. CONTRACTOR TO REPAINT ALL EXTERIOR HOLLOW METAL FRAMES. BOTH INTERIOR AND EXTERIOR OF

FRAME TO BE PAINTED.

5. DURING ROOFING DEMOLITION PROVIDE TEMPORARY ROOFING AS REQUIRED TO PROTECT BUILDING

FROM DAMAGE.

6. CONTRACTOR TO ASSUME ALL CONCRETE INDICATED TO BE REMOVED IS REINFORCED.

7. IN LOCATION WHERE THE PLANS CALL FOR THE DEMOLITION OF THE EXISTING EXTERIOR BRICK VENEER, THE CONTRACTOR SHALL DISMANTLE THE BRICK VENEER AND REMOVE ALL MORTAR FOR USE IN OTHER

LOCATIONS FOR PATCHING. CONTRACTOR SHALL COORDINATE, WITH ARCHITECT, LOCATIONS WHERE

RECYCLED BRICK ARE TO BE USED FOR PATCHING.

8. AT LOCATIONS IN EXISTING FIRE WALLS WHERE SERVICES ARE REMOVED OR OPENINGS ARE CREATED, PATCH WALLS TO MAINTAIN REQUIRED FIRE RATING.

9. REMOVE AND REPLACE ALL EXISTING VERTICAL AND HORIZONTAL EXTERIOR BRICK VENEER CONTROL

JOINTS. SUBMIT ACTUAL SEALANT JOINT COLOR SAMPLES TO ARCHITECT FOR APPROVAL.

S01

S02

S03

S04

S05

S06

S07

S08

S09

S11

S10A S10B

S12 S13

S14

S21

S22

S20

S18

S17

S16

S15

S25

112A

113A

105A

EWC

S19

412 SF

LIFE SAFETY

602 SF

ALIS SERVER ROOM

S16

525 SF

WING PROGRAM

S14

313 SF

SECURE OFFICE

S24

227 SF

BRIEFING

S02

191 SF

BRIEFING

S04

197 SF

BRIEFING

S11

198 SF

BRIEFING

S12 196 SF

SECURE COMM

S17

142 SF

IAO

S18

120 SF

ELECTRICAL

147 SF

WT OFFICE A

S20

118 SF

WT OFFICE B

S21

1036 SF

WEAPONS & TACTICS

S23

90 SF

STORAGE

S22

102 SF

INTEL WORKROOM

S06

44 SF

MANTRAP

S01

109 SF

INTEL OFFICE A

S09

110 SF

INTEL OFFICE B

S08

111 SF

INTEL OFFICE C

S07

1445 SF

LIFE SAFETY

77 SF

RUBBER ROOM

341 SF

MASS BRIEFING

S10

405 SF

CIRCULATION

S03

493 SF

CIRCULATION

233 SF

STAIRS

182 SF

MEN'S

109 SF

WOMEN'S

106 SF

OFFICE

S25

52 SF

ELEVATOR

195 SF

ALIS ADMIN

S13

637 SF

INTEL WORK AREA A

S05

128 SF

AIRCREW TRAINING

330 SF

COVERED STAIR

21 SF

STOR

32 SF

ESD

LEGEND:

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

DOTTED LINE GENERALLY INDICATES EXISTING AREAS TO BE

REMOVED, INCLUDING BUT NOT LIMITED TO WALLS,

DOORS, FLOOR COVERING, CEILINGS, ETC... IN CASE OF

UNCERTAINTY PROVIDE WRITTEN REQUEST TO ARCHITECT.

xx SPECIFIC NOTE TAG (SEE

DEMOLITION NOTES)

1 EXISTING WALL TO REMAIN. INSTALL NEW WALL ASSEMBLY AS

REQUIRED TO MEET ICD-705 REQUIREMENTS. SEE A2.5.

REMOVE EXISTING DOOR AND FRAME ASSEMBLY. PROVIDE NEW

SAPF PERIMETER DOOR ASSEMBLY IN THIS LOCAITON - REFER TO

NEW PLANS .

RELOCATE EXISTING COMPRESSED AIR AND VACUUM EQUIPMENT

INTO NEW NEW MOBILE STORAGE AREA. EXTEND PIPING AS

REQUIRED. VACUUM AND AIR OUTLETS WILL REMAIN IN RUBBER

ROOM , ROOM 111.

SAW CUT AND REMOVE EXISITNG FLOOR SLAB AS REQUIRED TO

INSTALL NEW FIRE WATER SERVICE ENTRANCE.

REMOVE AND REPLACE EXISITNG CEILING TILE AND/OR GRID AS

REQUIRED TO INSTALL NEW ABOVE CEILING COMPONENTS.

REMOVE EXISTING VENEER, INSULATION, FLASHING, VENEER TIES,

ETC. AS REQUIRED TO CONSTRUCT NEW ADDITION.

NO NEW PENETRATIONS PERMITTED IN THIS SECTION OF WALL -

COORDINATE WITH ALL TRADES.

REFER TO ELECTRICAL FOR COMMUNICATIONS DEMOLITION

REQUIRED IN THIS AREA.

DEMOLISH EXISITNG CEILING IN THIS SPACE EXISTING.

REMOVE EXISTING LIGHT FIXTURES AND HIGH DENSITY STORAGE

SYSTEMS. SALVAGE LIGHTS AND STORAGE FOR REINSTALLATION IN

ROOM 113.

ALL NEW PENETRATIONS REQUIRED FOR NEW ROOM S26 AND S27

TO BE MADE IN THIS PORTION OF EXISITNG WALL. COORDINATE

TIMING OF PENETRATIONS WITH SECURITY OFFICER AND PHASING

PLAN.

REFER TO MECHANICAL, ELECTRICAL, AND FIRE SUPPRESSION

DRAWINGS FOR REQUIRED DEMOLITION IN THIS PHASE.

SPECIFIC NOTES:

HATCHED REGION GENERALLY INDICATES PORTION

OF EXISTING BUILDING TO BE DEMOLISHED. REFER

TO SPECIFIC NOTES FOR ADDITIONAL

INFORMATION.

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

Te l.

. 5

W W

A R

C H

.C O

NOT FOR

CONSTRUCTION

USE

95%

SUBMITTAL

O R

D E

A1.1

LEVEL 1

DEMOLITION

PLAN

F-

: A D

A L

A D

O N

A N

N E

O N

M E

, A

M A

10065.02

JUNE 2022

ME, DCD

DCD

1/8" = 1'-0"A1.1 1 LEVEL 1 FLOOR PLAN Copy 2

0' 4' 8' 16' 32'

202A

202B

208208A

228 227

225 224

223 221 220

214 215

SF4

SF3

REF

EWC

230 229

449 SF

TRAGUS

394 SF

ARMS

528 SF

WAR ROOM

335 SF

MECHANICAL

143 SF

NON-SECURE COM

108 SF

ELECTRICAL

324 SF

FLIGHT

COMMANDERS

213147 SF

STAN & EVAL

185 SF

OHWS

239 SF

AFM

390 SF

FLIGHT SCHEDULING &

TRAINING

186 SF

CSS

186 SF

ADO

512 SF

OPERATIONS DESK

181 SF

OFFICE

144 SF

OFFICE

144 SF

OFFICE

144 SF

OFFICE

250 SF

OFFICE

926 SF

DAY ROOM

161 SF

BREAKROOM

64 SF

VESTIBULE

199 SF

WOMEN'S RESTROOM

& LOCKERS

64 SF

JANITOR

52 SF

ELEVATOR

243 SF

STAIRS

346 SF

MEN'S RESTROOM

311 SF

MEN'S LOCKER

523 SF

CIRCULATION

421 SF

CIRCULATION

692 SF

CIRCULATION

174 SF

CIRCULATION

772 SF

PERFORMANCE

ELEMENT

362 SF

BALCONY

202A

1 4 3 3

202 SF

STORAGE

6 6 6 6

LEGEND:

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

DOTTED LINE GENERALLY INDICATES EXISTING AREAS TO BE

REMOVED, INCLUDING BUT NOT LIMITED TO WALLS,

DOORS, FLOOR COVERING, CEILINGS, ETC... IN CASE OF

UNCERTAINTY PROVIDE WRITTEN REQUEST TO ARCHITECT.

xx SPECIFIC NOTE TAG (SEE

DEMOLITION NOTES)

REMOVE EXISTING VENEER, INSULATION, FLASHING, VENEER TIES,

ETC. AS REQUIRED TO CONSTRUCT NEW ADDITION.

REMOVE EXISITNG WALL AS REQUIRED TO INSTALL NEW DOOR

ASSEMBLY.

EXISTING DOWNSPOUT TO REMAIN. MODIFY DOWNSPOUT AS

REQUIRED. TO DISCHARGE ONTO NEW LOW ROOF ASSEMBLY.

REMOVE EXISTING DOWNSPOUT BOOT AND CONNECTION TO

UNDERGROUND STORM DRAINAGE - SEE CIVIL. SALVAGE

DOWNSPOUT BOOT FOR REINSTALLATION.

EXISTING DOWNSPOUT TO BE DEMOLISHED. REMOVE DOWNSPOUT

BOOT AND CONNECTION TO UNDERGROUND STORM. FOR

DRAINAGE SEE CIVIL. SALVAGE DOWNSPOUT BOOT FOR

REINSTALLATION.

REMOVE AND REPLACE EXISITNG CEILING TILE AND/OR GRID AS

REQUIRED TO INSTALL NEW ABOVE CEILING COMPONENTS.

SEE ELECTRICAL FOR RECIRCULATION OF EXISITNG OUTLETS

REQUIRED IN THESE SPACES.

REMOVE EXISITNG HVAC UNITS. SALVAGE FOR REINSTALLATION.

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS.

REMOVE EXISING CEILING TILE AND GRID. INSTALL NEW TILE AND

GRID - SEE A8.2. REINSTALL EXISITNG CEILING MOUNTED FIXTURES

AND DEVICES IN NEW CEILING.

SPECIFIC NOTES:

HATCHED REGION GENERALLY INDICATES PORTION

OF EXISTING BUILDING TO BE DEMOLISHED. REFER

TO SPECIFIC NOTES FOR ADDITIONAL

INFORMATION.

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

Te l.

. 5

W W

A R

C H

.C O

NOT FOR

CONSTRUCTION

USE

95%

SUBMITTAL

O R

D E

A1.2

LEVEL 2

DEMOLITION

PLAN

F-

: A D

A L

A D

O N

A N

N E

O N

M E

, A

M A

10065.02

JUNE 2022

ME, DCD

DCD

1/8" = 1'-0"A1.2

1 LEVEL 2 DEMOLITION PLAN

3 3

A5.2

LEGEND:

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

DOTTED LINE GENERALLY INDICATES EXISTING AREAS TO BE

REMOVED, INCLUDING BUT NOT LIMITED TO WALLS,

DOORS, FLOOR COVERING, CEILINGS, ETC... IN CASE OF

UNCERTAINTY PROVIDE WRITTEN REQUEST TO ARCHITECT.

xx SPECIFIC NOTE TAG (SEE

DEMOLITION NOTES)

REMOVE EXISTING BRICK/STONE/METAL VENEER BACK TO EXISTING

SHEATHING SUBSTRATE. REMOVE VENEER ANCHORS AS REQUIRED

TO INSTALL NEW FINISH - SEE WALL SECTIONS. EXISTING WINDOW

ASSEMBLIES AND CANOPY TO ALSO BE REMOVED. REFER TO

FLOOR PLANS FOR LOCATION(S) WHERE WALL IS SCHEDULED FOR

COMPLETE DEMOLITION IN ADDITION TO EXTERIOR VENEER

DEMOLITION. PATCH EXISTING SUBSTRATE AND AIR BARRIER AS

REQUIRED.

EXISTING WINDOW ASSEMBLY TO REMAIN. PROTECT DURING

DEMOLITION. MODIFY CURTAIN WALL ASSEMBLY AS REQUIRED TO

CONVERT INTERMEDIATE MULLION TO JAMB CONDITION.

EXISTING DOWNSPOUT TO REMAIN. MODIFY AS REQUIRED TO

DISCHARGE ONTO NEW LOW ROOF ASSEMBLY.

SPECIFIC NOTES:

HATCHED REGION GENERALLY INDICATES PORTION

OF EXISTING BUILDING TO BE DEMOLISHED. REFER

TO SPECIFIC NOTES FOR ADDITIONAL

INFORMATION.

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

C o u rt

S tr ee t

M o n tg o m er y, A

T el

. 3 . 5

W W

W .S

S L

A R

C H

.C O

NOT FOR

CONSTRUCTION

USE

95%

SUBMITTAL

A R

C H

C T

U R

I N

T E

R D

E S

A1.3

DEMOLITION

ELEVATIONS

F -3

D A

L S

Q U

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 17, 2022.