FAKZ182353 Type B3 Drawings SIGNED.pdf

PDF 24 MB Posted Jul 6, 2023

Attached to: Renovation of Building 1407 to AGE
Solicitation number: W50S6N-23-B-0005
Issued by: Department of the Army Alabama Army National Guard

About this file

Written by GovTribe AI · Dec 21, 2023

This file contains technical drawings related to a federal solicitation for building renovation services. The solicitation number is W50S6N-23-B-0005 and is being issued by the Department of the Army Alabama Army National Guard for the renovation of Building 1407 to house additional aging equipment. Interested parties should review the 24MB PDF file containing Type B3 drawings prior to submitting a proposal in response to this solicitation. The opportunity type is listed as a solicitation, suggesting proposals are due in the near future and a contract award will be subsequently issued for the specified renovation work.

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Other files

File	Type	Posted
Bid Opening Attendance Sheet.pdf	PDF	Aug 8, 2023
Abstract.pdf	PDF	Aug 8, 2023
RFI Responses 001 REVISED SIGNED.pdf	PDF	Aug 1, 2023
FAKZ182353 Addendum No. 1 SIGNED.pdf	PDF	Jul 31, 2023
RFI Responses 001 SIGNED.pdf	PDF	Jul 31, 2023
W50S6N23B0005 0001.pdf	PDF	Jul 31, 2023
FAKZ182353 Type B3 Specifications Volume 2 SIGNED.pdf	PDF	Jul 6, 2023
W50S6N23B0005.pdf	PDF	Jul 6, 2023
FAKZ182353 Type B3 Specifications Volume 1 SIGNED.pdf	PDF	Jul 6, 2023

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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

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O R

D E

T1.0

TITLE SHEET

F-

: C O

N V

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A G

D A

N N

Y F

A N

FAKZ182353 / 18074

FEB 2023

ME, JJ, DD

DRAWING INDEX

SHEET NO. SHEET NAME

09 ELECTRICAL

E0.1 ELECTRICAL SYMBOL LEGEND

E0.2 LIGHTING FIXTURE SCHEDULE & GENERAL NOTES

E0.3 POWER RISER DIAGRAM & SCHEDULES

E0.4 PANELBOARD SCHEDULES

E0.5 PANELBOARD SCHEDULES

E0.6 ELECTRICAL DETAILS

E0.7 ELECTRICAL DETAILS

E0.8 AUXILIARY RISER DIAGRAM, DETAILS & NOTES

E0.9 AUXILIARY DETAILS

E0.10 GROUNDING RISER DIAGRAM & DETAILS

E0.11 ELECTRICAL DEMOLITION PLAN

E1.1 SITE ELECTRICAL PLAN

E2.1 LIGHTING PLAN

E3.1 POWER PLAN - AREA A

E3.2 POWER PLAN - AREA B

E3.3 POWER PLAN - AREA C

E3.4 POWER PLAN - MEZZANINE

E3.5 MECHANICAL EQUIPMENT POWER PLAN

E4.1 MECHANICAL EQUIPMENT POWER PLAN - FIRST FLOOR

E5.1 GROUNDING PLAN

E5.2 LIGHTNING PROTECTION PLAN

09.1 FIRE ALARM

FA0.1 FIRE ALARM MATRIX AND GENERAL NOTES

FA0.2 FIRE ALARM RISER AND DETAILS

FA1.1 FIRE ALARM PLAN - DEMOLITION

FA1.2 FIRE ALARM PLAN - NEW WORK

DRAWING INDEX

SHEET NO. SHEET NAME

07 MECHANICAL

M0.1 GENERAL MECHANICAL NOTES, LEGEND AND INDEX OF DRAWINGS

M1.1 MECHANICAL DEMOLITION ROOF PLAN

M1.2 MECHANICAL DEMOLITION FLOOR PLAN

M2.1 MECHANICAL NEW WORK FLOOR PLAN - AREA A

M2.2 MECHANICAL NEW WORK FLOOR PLAN - AREA B

M2.3 MECHANICAL NEW WORK FLOOR PLAN - AREA C

M2.4 MECHANICAL NEW WORK UPPER PLAN - AREA C

M5.1 MECHANICAL DETAILS

M5.2 MECHANICAL DETAILS

M6.1 MECHANICAL SCHEDULES

M6.2 MECHANICAL SCHEDULES

M7.1 MECHANICAL CONTROLS

M7.2 MECHANICAL CONTROLS

08 PLUMBING

P1.1 PLUMBING PLAN - DEMOLTION - WASTE & AIR

P1.2 PLUMBING PLAN - DEMOLITION - WATER

P1.3 PLUMBING PLAN - NEW WORK - WASTE & AIR

P1.4 PLUMBING PLAN - NEW WORK - WATER

P1.5 PLUMBING SCHEDULES

P1.6 WASTER AND VENT RISER DIAGRAM

DRAWING INDEX

SHEET NO. SHEET NAME

A2.6 ROOF DETAILS

A2.7 ROOF DETAILS

A3.1 FINISH SCHEDULES

A3.2 DOOR SCHEDULE

A3.3 WINDOW AND DOOR DETAILS

A3.4 WINDOW AND DOOR DETAILS

A3.5 OPENING SCHEDULE

A4.1 ELEVATIONS

A6.1 ENLARGED PLANS & ELEVATIONS - BASE BID

A6.2 ENLARGED PLANS & ELEVATIONS - BID OPTION

A6.3 RESTROOM ELEVATIONS AND DETAILS

A7.1 CASEWORK ELEVATIONS

A7.2 CASEWORK DETAILS

A8.1 REFLECTED CEILING PLAN

A9.1 FLOOR PATTERN PLAN - BASE BID

A9.2 FLOOR PATTERN PLAN - BID OPTION

05 STRUCTURAL

S1.0 GENERAL STRUCTURAL NOTES

S2.0 FOUNDATION PLAN AND NEW MEZZANINE PLAN

S3.0 STRUCTURAL DETAILS

S4.0 STRUCTURAL DETAILS

S5.0 STRUCTURAL DETAILS

06 FIRE PROTECTION

FX0.1 FIRE SPRINKLER GENERAL NOTES

FX1.1 FIRE SPRINKLER PLAN - DEMOLITION

FX1.2 FIRE SPRINKLER PLAN - NEW WORK

FX5.1 FIRE SPRINKLER DETAILS

DRAWING INDEX

SHEET NO. SHEET NAME

00 TITLE

T1.0 TITLE SHEET

T2.0 GENERAL WORK NOTES, ABBREVIATIONS & SYMBOLS

T3.0 TYPICAL MOUNTING HEIGHTS & CLEARANCES

01 LIFE SAFETY

LS1.0 LIFE SAFETY

LS2.0 FIRST FLOOR LIFE SAFETY PLAN

03 CIVIL

C1.1 SITE DEMOLITION PLAN

C2.1 SITE LAYOUT PLAN

C3.1 SITE GRADING & 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

04 ARCHITECTURAL

A1.0 DEMOLITION NOTES

A1.1 DEMOLITION FLOOR PLAN

A1.2 DEMOLITION ELEVATIONS

A2.1 FIRST FLOOR PLAN

A2.2 MEZANINE PLAN AND DETAILS

A2.3 WALL TYPE PLAN

A2.4 ROOF PLAN - BASE BID

A2.5 ROOF PLAN - BID OPTION

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

GRANT ENGINEERING, L.L.C

432 HERRON STREET

MONTGOMERY, AL 36104

334-265-4631

PETERSON ENGINEERING, INC.

75 SOUTH F STREET

PENSACOLA, FL 32502

850-434-0513

GARNER & ASSOCIATES, P.C.

903 SOUTH PERRY STREET

MONTGOMERY, AL 36104

334-647-1596

Approvals:

Title: Signature: Date:

Base Commander

Base Civil Engineer

Base Project Engineer

Bio Environmental Eng.

Safety

Security Police

Base Communications

Fire Chief

Option #3

Schedule of Bid Options:

Replace Exterior Roll Up Doors

Option #2

Epoxy Floor System

Option #1

Recover Roof

Option #4

Wash Rack

Bathroom TileOption #5

Structured CablingOption #6

F-35: CONVERT BLDG 1407 FOR AGE

Montgomery, AL

FAKZ182353 / 18074

187th Fighter Wing Dannelly Field - AL ANG

No. Revision Date

ED1.1

202A

A101

1Ref

Re f

1 Ref

Re f

A101

Ref

1Re f

1 Re f

Ref

ROOM NAME

150 SF

A101

SIM

A101

SIM

A101

SIM

Building Elevation Tag

Interior Elevation Tag

Building Section Tag

Wall Section Tag

Detail Tag

General Symbol Legend

Room Tag

ADA Approved Turning Space

Spot Elevation

Door Tag (See Door Schedule)

Window Tag (See Window Schedule)

Wall/Storefront Tag (See Wall/Storefront Schedule)

Revision Tag (See Revision Schedule)

X Specific Note Tag

Electric Water Cooler (See Plumbing)

Fire Extinguisher Cabinet

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.

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W W

A R

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T2.0

GENERAL WORK

NOTES,

ABBREVIATIONS &

SYMBOLS

F-

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FAKZ182353 / 18074

FEB 2023

ME, JJ, DD

General Project Notes:

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 THE GOVERNMENT.

CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY CONDITIONS

1. CONTRACTOR TO VISIT SITE AND TO BECOME TOTALLY FAMILIAR WITH EXTENT OF

WORK REQUIRED PRIOR TO BID.

2. CONTRACTOR TO VERIFY DIMENSIONS OF INTERIOR PARTITION WALLS. IF

DISCREPANCY OCCURS, NOTIFY THE GOVERNMENT PRIOR TO FRAMING.

3. CONTRACTOR TO VERIFY ALL FINISHED DIMENSIONS BEFORE INSTALLATION OF

CABINET WORK AND TRIMWORK.

4. DIMENSIONS OF EXISTING STRUCTURES ARE ONLY FOR THE CONVENIENCE OF THE

CONTRACTOR, VERIFY ALL EXISTING CONDITIONS. LOCATION OF WALLS SHALL BE

AS SHOWN ON PLAN RELATIVE TO EXISTING CONDITIONS.

5. CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS WITH THE

DRAWINGS, IN PARTICULAR: WALL DIMENSIONS, INCOMING UTILITIES, ETC. REPORT

IMMEDIATELY TO THE GOVERNMENT ANY VARIANCES OR FIELD CONDITIONS THAT

MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK.

CONTRACTOR'S REPONSIBILITY TO COORDINATE THE WORK

1. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO COMMENCING.

FURNISH INFORMATION NECESSARY TO ADJUST, MOVE OR RELOCATE EXISTING

STRUCTURES, UTILITY POLES, LINES, SERVICES OF OTHER SYSTEMS LOCATED IN,

OR AFFECTED BY CONSTRUCTION. COORDINATE WITH LOCAL AUTHORITIES

HAVING JURISDICTION WITH CONSTRUCTION.

2. CONTRACTOR TO VERIFY APPLICABLE OPENINGS, DOOR SIZES, AND DIMENSIONS

OF MECHANICAL ROOMS WITH EQUIPMENT. IF DISCREPANCY OCCURS, NOTIFY

THE GOVERNMENT PRIOR TO FRAMING.

3. CONTRACTOR TO COORDINATE PLUMBING AND MECHANICAL LINES WITH CEILING

HEIGHTS, ABOVE CEILING AREAS AND STRUCTURAL ELEMENTS.

4. 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 SPACE.

5. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT THE HEAD HEIGHT IS

NOT ENCUMBERED AND SERVICES ARE AS TIGHT UP TO STRUCTURE AS POSSIBLE.

6. CONTRACTOR TO COORDINATE PLUMBING, MECHANICAL, FIRE SPRINKLER,

ELECTRICAL, AND LIGHTING WITH STRUCTURAL ELEMENTS WHERE THERE IS

EXPOSED STRUCTURE. CONDUIT LINES, ECT. SHALL RUN AT RIGHT ANGLES OR

SEGMENTED BETWEEN COLUMN LINES AND BE CLEAN AND NEAT IN APPEARANCE.

7. 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.

8. 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, ECT. UP AND DOWN OR AROUND AS REQUIRED TO ACHIEVE CEILING

HEIGHTS AS INDICATED. COORDINATE INSTALLATION AND SEQUENCING OF

DISCIPLINES TO ACHIEVE.

9. 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.

10. 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 GOVERNMENT.

11. 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.

12. 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.

13. 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

14. 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.

15. CONTRACTOR SHALL COORDINATE TO ASSURE ALL EQUIPMENT CAN BE BROUGHT

INTO THE BUILDING. THIS INCLUDES MANUFACTURE COMPONENT SIZE/ASSEMBLY,

CRITICAL PATH SCHEDULING, AND COORDINATION OF OTHER TRADES.

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

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

Typical Abbreviation Legend:General Project Notes (Continued):

CONTRACTOR'S RESPONSIBILTY TO COMPLY WITH APPLICABLE GOVERNING

CODES/AUTHORITIES:

1. 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.

2. CONTRACTOR TO CONFIRM ALL OSHA AND APPLICABLE STANDARDS TO

ASSURE SAFETY OF ALL PERSONS ON SITE DURING ENTIRE COURSE OF

CONSTRUCTION.

3. NEITHER THE ARCHITECT, NOR THE GOVERNMENT 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.

4. PROMPTLY NOTIFY THE GOVERNMENT 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.

5. IF ANY WORK IS PERFORMED KNOWING IT TO BE CONTRARY TO SUCH CODES,

LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT NOTICE TO

THE GOVERNMENT, THAT TRADE CONTRACTOR ASSUMES FULL

RESPONSIBILITY AND BEARS COSTS ATTRIBUTED TO BRING WORK TO

COMPLIANCE OF SUCH CODES, LAWS, ORDINANCES, AND RULES AND

REGULATIONS.

GENERAL PROVISIONS FOR FIRE RATED CONSTRUCTION

1. 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.

2. 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.

3. ALL NEW AND EXISTING FIRE WALLS IN WORK AREAS ARE TO BE CARRIED TO

THE UNDERSIDE OF THE ROOF DECK AND SEALED AS REQUIRED FOR

NECESSARY FIRE RATINGS, AND LABELED PER THE AUTHORITY HAVING

JURISDICTION.

4. MATERIALS WITHIN PLENUMS. EXCEPT AS REQUIRED BY THE 2009

INTERNATIONAL MECHANICAL CODE SECTION 602.2.1.1 THROUGH

602.2.1.6, MATERIALS WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR

SHALL HAVE A FLAME SPEAD INDEX OF NOT MORE THAN 25 AND A SMOKE-

DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE

WITH ASTM E84 OR UL 723.

MISCELLANEOUS GENERAL PROVISIONS:

1. CONTRACTOR TO NOTIFY THE GOVERNMENT IMMEDIATELY IF THERE ARE ANY

DISCREPANCIES WITH TAGGED DETAILS, ENLARGED PLANS, ELEVATIONS, ETC.

2. IN ROOMS WITH FLOOR DRAINS, SLOPE TO DRAIN AT 1 PERCENT SLOPE

UNLESS SPECIFICALLY NOTED OTHERWISE.

*PROVIDED FOR MOUNTING HEIGHT INFORMATION ONLY. FIXTURES SHOWN ARE NOT NECCESSARILY INCLUDED IN PROJECT*

M 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

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"

C O

" M A X

O F

L-SHAPED

SHOWER

SEAT

16" - 18"

12 MIN

36 MIN.

HORIZONTAL

GRAB BAR

TYPICAL ADA MOUNTING HEIGHTS (UNLESS OTHERWISE NOTED)

MINIMUM

4' - 0"

C O

" M A X

O F

3' - 0"

CLEAR

FLOOR

SPACE

TRANSFER TYPE SHOWER

" M

18" MIN

(A)

FRONT APPROACH, PULL SIDE

" M

(B)

FRONT APPROACH, PUSH

SIDE

" M

IN12" MIN

(C)

FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

36" MIN

" M

(D)

HINGE APPROACH, PULL SIDE

42" MIN

" M

(E)

HINGE APPROACH, PULL SIDE

" M

22" MIN

(F)

HINGE APPROACH, PUSH SIDE

(G)

HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND

LATCH

" M

22" MIN

24" MIN

" M

(H)

LATCH APPROACH, PULL SIDE

(I)

LATCH APPROACH, PULL SIDE,

DOOR PROVIDED WITH CLOSER

" M

IN 24" MIN

24" MIN

" M

(J)

LATCH APPROACH, PUSH SIDE

(K)

LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

24" MIN

" M

12" MIN

(C)

PUSH SIDE, DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

X > 8"4

" M

(B)

PUSH SIDE

" M

18" MIN

X > 8"

(A)

PULL SIDE

24" MIN

" M

(D)

STOP OR LATCH APPROACH

22 MIN

m in

(C)

POCKET OR HINGE APPROACH

(B)

SIDE APPROACH

m in

(A)

FRONT APPROACH

N G

'-6

" M

A D

A M

" M

FIRE

EXTINGUISHER

CABINET

ADA ELECTRIC

WATER COOLER

H A

" M

A X.

" M

MIN.

" M

6" MAX.

11" MIN

5" MAX. 15" MIN.

MIN. CLEAR DEPTH

48"

ADA ELECTRIC

FOUNTAIN SKIRT

WHERE LOCATED IN

CIRCULATION PATH

AREA OF

REFUGE

AREA OF

REFUGE

" M

" M A X

18 MIN

CENTERED ON RAISED CHARACTERS

HEIGHT OF RAISED CHARACTERS ABOVE FLOOR LOCATION OF SIGNS AT DOORS

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

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TYPICAL

MOUNTING

HEIGHTS &

CLEARANCES

F-

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FAKZ182353 / 18074

FEB 2023

ME, JJ, DD

1/2" = 1'-0"T3.0

1 TYPICAL MOUNTING HEIGHTS UNLESS NOTED OTHERWISE

3/8" = 1'-0"T3.0

2 DOOR CLEARANCES

1/8" = 1'-0"T3.0

5 TYPICAL SIGNAGE MOUNTING DIAGRAMS

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:

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APPLICABLE CODES:

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

CODE

STRUCTURAL CODE.........UFC 3-301-01 / IBC 2018

PLUMBING CODE............UFC 3-420-01 / IBC 2018

MECHANICAL CODE........UFC 3-401-01 / IBC 2018

ELECTRICAL CODE..........UFC 3-501-01 / IBC 2018 / NFPA 70

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

ACCESSIBILITY CODE......ARCHITECTURAL BARRIERS ACT STANDARDS

LIFE SAFETY CODE.........UFC 3-600-01 / NFPA 101

ANTI-TERRORIST FORCE PROTECTION.....UFC 4-010-01

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

• ALLOWABLE BUILDING HEIGHT (PER TABLE 504.3)

TYPE B / S-1 - 75 FEET ABOVE GRADE PLANE

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

TYPE B - 4 STORIES ABOVE GRADE PLANE

TYPE S-1 -3 STORIES ABOVE GRADE PLANE

• TABULAR BUILDING AREA (PER TABLE 506.2)

OCCUPANICES ALLOWABLE AREA

B 92,000 SF

S-1 70,000 SF

• FRONTAGE INCREASE FORMULA PER 506.3

I=(F/P -0.25)W/30 = (625/625-0.25)30/30 = 0.75

• ALLOWABLE BUILDING AREA (PER SECTION 506.2)

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

70,000 + (17,500*.75)= 83,125 (GROUP S-1)

• 508.4.2 ALLOWABLE BUILDING AREA IN EACH STORY, THE BUILDING AREA

SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL BUILDING

AREAS OF EACH SEPARATED OCCUPANCY DIVIDED BY THE ALLOWABLE

BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1.

(5,676 / 109,250) + (11,559 / 83,125) = .19 < 1.0

• FIRE SEPARATION REQUIREMENTS PER TABLE 508.4

OCCUPANCIES RATING (HR)

B | S-1 0

• PROTECTION FROM HAZARDS (PER NFPA 101 38.3.2) - PROVIDE SMOKE

PARTITIONS TO SEPARATE BUSINESS AREAS FROM STORAGE.

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

NO FIRE SEPARATION REQUIRED

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

• SECTION 9-1 - EMERGENCY VEHICLE ACCESS

1. FACILITY REQUIRES ONE MEANS OF ALL-WEATHER EMERGENCY VEHICLE GROUND

ACCESS IN ACCORDANCE WITH 9-1.1

2. FACILITY REQUIRES 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

A. HYDRANTS ARE SPACED AT 300 FT MAXIMUM

• 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

• SECTION 9-10 - STANDPIPE SYSTEMS

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

• SECTION 9-17 - PORTABLE FIRE EXTINGUISHERS

1. PER 9-17.1, PORTABLE FIRE EXTINGUISHERS ARE REQUIRED FOR BUSINESS

AREAS.

2. PER 9-17.1, PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED FOR STORAGE

AREAS.

3. FIRE EXTINGUISHERS ARE PROVIDED, SEE PLANS FOR LOCATIONS

• SECTION 9-18- FIRE ALARM SYSTEMS

1. PER 9-18.1 A FIRE ALARM SYSTEM IS NOT REQUIRED.

NOTE: THE FACILITY WILL BE PROVIDED WITH A MASS NOTIFICAITON SYSTEM PER UFC

4-021-01

IBC CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES:

• MAXIMUM EXTERIOR WALL OPENINGS (PER SECTION 705)

FIRE SEPARATION: DEGREE OF OPENING PROTECTION: ALLOWABLE AREA:

GREATER THAN 30 FT PROTECTED, SPRINKLERED , (UP, S) NO LIMIT

• FIRE WALLS (PER SECTION 706)

NO FIRE WALLS ARE PRESENT WITHIN THE SCOPE OF THE PROJECT

• SHAFT ENCLOSURE (PER SECTION 713)

NO SHAFTS ARE PRESENT WITHIN THE DESIGN

• OPENING PROTECTIVES (PER SECTION 716)

TYPE OF ASSEMBLY ASSEMBLY RATING REQUIRED OPENING PROTECTION (DOOR/SIDELITE)

CORRIDOR O HOUR 0 HOUR

• CONCEALED SPACES (PER SECTION 718)

NOT APPLICABLE

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

• FINISH MATERIAL RATING REQUIREMENTS (PER NFPA 101)

BUSINESS (CHAPTER 38)

EXITS AND EXIT ACCESS CORRIDORS

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

INTERIOR FLOOR FINISH - CLASS I OR CLASS II (38.3.3.2)

AREAS OTHER THAN EXITS AND EXIT ACCESS CORRIDORS

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

STORAGE (CHAPTER 42)

EXITS AND EXIT ACCESS CORRIDORS

INTERIOR WALL AND CEILING FINISH - CLASS A, B, OR C (42.3.3.2)

INTERIOR FLOOR FINISH - CLASS I OR CLASS II (42.3.3.3.1)

AREAS OTHER THAN EXITS AND EXIT ACCESS CORRIDORS

INTERIOR FLOOR FINISH - NO REQUIREMENT (42.3.3.3.2)

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)

- NOT APPLICABLE - NO STAIRS PROVIDED, ONE FLOOR FACILITY

• NUMBER OF MEANS OF EGRESS (PER SECTION 7.4.1)

TOTAL NUMBER OF EXITS REQUIRED

BUSINESS OCCUPANCY (CHAPTER 38)

GROUND FLOOR - 2 EXITS REQUIRED

STORAGE OCCUPANCY (CHAPTER 42)

GROUND FLOOR - 2 EXITS REQUIRED

• COMMON PATH OF EGRESS TRAVEL DISTANCE

BUSINESS OCCUPANCY (CHAPTER 38)

100 FT PER 38.2.5.3.1

STORAGE OCCUPANCY (CHAPTER 42)

100 FEET PER TABLE 42.2.5

OTHER (CHAPTER 7)

MECHANICAL EQUIPMENT ROOMS, BOILER ROOMS, AND

FURNACE ROOMS - 100 FT PER 7.12.1

• EXIT ACCESS TRAVEL DISTANCE

BUSINESS OCCUPANCY (CHAPTER 38)

300 FT PER 38.2.6.3

SEE LIFE SAFTEY PLAN FOR EXIT ACCESS TRAVEL DISTANCE

STORAGE OCCUPANCY (CHAPTER 42)

400 FEET PER TABLE 42.2.6

• CORRIDORS

OCCUPANCY TYPE (B) REQUIRES:

NO FIRE RATING REQUIRED FOR CORRIDOR WALLS

SEE LIFE SAFTEY PLAN FOR LOCATIONS OF RATED CORRIDORS

MINIMUM CORRIDOR WIDTH

BUSINESS OCCUPANCY (CHAPTER 38)

44 INCHES PER 38.2.3.2

DEAD END CORRIDORS

BUSINESS OCCUPANCY (CHAPTER 38)

MAXIMUM OF 50 FEET PER 38.2.5.3.1

STORAGE OCCUPANCY (CHAPTER 42)

MAXIMUM OF 100 FEET PER TABLE 42.2.5

Ground Floor Plan Code Calculations

Name

Egress Calculations

Area (square feet)

Occupancy Factor (SF per person)

Total Occupant Load (persons)

Egress Component Width Factor

(inches per person) Req. Width Egress Components (nches)

BUSINESS 2605 SF 150 SF 18 0.2 3.60

BUSINESS (CONCENTRATED) 1381 SF 50 SF 29 0.2 5.80

BUSINESS (CONFERENCE) 843 SF 15 SF 57 0.2 11.40

BUSINESS (IT) 148 SF 300 SF 1 0.2 0.20

BUSINESS (MECHANICAL) 699 SF 500 SF 6 0.2 1.20

Storage S-1 (STORAGE) 1784 SF 500 SF 4 0.2 0.80 Storage S-1 (WORK AREA) 9775 SF 100 SF 98 0.2 19.60

17235 SF 213 42.60

PLUMBING FIXTURE CALCULATIONS

NAME 2

Male

Occupancy Female

Occupancy

Plumbing Fixture Calculations Water Closets Required Lavatories Required Drinking

Foundations Req.Men Women Men Women

BUSINESS / STORAGE 24 6 0.96 0.24 0.60 0.15 0.30

PLUMBING FIXTURE CALCULATIONS ARE BASED UPON UTA OCCUPANCY OF 30 PERSONNEL AND 80% MALE OCCUPANCY RATES IN ACCORDANCE WITH

ANGETL 15-01-00

W as he r

D ry er

913 SF

Penetrant/Magnetics

383 SF

X-Ray

132 SF

Dark Room

12535 SF

Control

25 SF

Trap

147 SF

Lobby

257 SF

NDI Office

170 SF

Testing & Training

267 SF

Storage

156 SF

Battery Shop & Storage

949 SF

Tool Crib

185 SF

Flight Chief

185 SF

Supervisor & Administration

250 SF

Men's

360 SF

ALIS Ready Room

182 SF

JOAP Lab

169 SF

NDI OFFICE

44 SF

HVAC

45 SF

Janitor

213 SF

Conference & Meeting

105 359 SF

Break Area

106 704 SF

Welding Shop

265 SF

Women's

632 SF

Circulation

241 SF

Circulation

91 SF

Boiler Room

335 SF

Storage

374 SF

HAZMAT

Accumulation

Point

6994 SF

General Purpose Equipment & Repair Bay

212 SF

FSR Office

110 SF

HVAC

117 SF

COMM

84 SF

ELEC

25 SF

HVAC

45 SF

VEST

135 SF

Covered Entry

70 OCCUPANTS 3.

3.45

4.5

5.55

2 OCCUPANTS

24 OCCUPANTS 15 OCCUPANTS 12

OCCUPANTS

OCCUPANTS 8 OCCUPANTS 6

OCCUPANTS

10 OCCUPANTS

OCCUPANTS

6.3

OCCUPANT

OCCUPANTS

OCCUPANT

C C

0.6

OCCUPANT

OCCUPANTS

FEB

EWC

EWS

FEC

HANDICAP ACCESSIBLE EXIT LOCATION

EXIT TRAVEL PATH

ELECTRIC WATER COOLER - SEE PLUMBINGEWC

EMERGENCY EXIT SIGNAGE

LIFE SAFETY LEGEND

FIRE EXTINGUISHER & BRACKET (CFCI)

(UL RATED 4A:80B:C - SEE SPECIFICATION SECTION 10 4400)FEB

IBC OCCUPANCY TYPE (B) BUSINESS

150 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD PER NFPA 101

EWS EMERGENCY EYE WASH

STATION - SEE PLUMBING

IBC OCCUPANCY TYPE (B) BUSINESS

15 SF PER OCCUPANT PER UFC 3-600-01

ORDINARY HAZARD PER NFPA 101

IBC OCCUPANCY TYPE (B) BUSINESS

50 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD PER NFPA 101

IBC OCCUPANCY TYPE (S-1) STORAGE

100 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD PER NFPA 101

IBC OCCUPANCY TYPE (S-1) STORAGE

500 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD PER NFPA 101

IBC OCCUPANCY TYPE (B) BUSINESS

500 SF PER OCCUPANT PER UFC 3-600-01

ORDINARY HAZARD PER NFPA 101

IBC OCCUPANCY TYPE (B) BUSINESS

300 SF PER OCCUPANT PER UFC 3-600-01

ORDINARY HAZARD PER NFPA 101

3.2

8 OCCUPANT LOAD

EGRESS REQUIREMENTS:

REQUIRED EGRESS

COMPONENT WIDTH

1 HOUR FIRE BARRIER UL# U905

INDICATES SMOKE PARTITION PER

SECTION 8.4 OF NFPA 101. EXTEND

WALLS TO UNDERSIDE OF

ROOF/FLOOR ABOVE. SEAL ALL

PENETRATIONS

FIRE EXTINGUISHER & CABINET (CFCI)

(UL RATED 4A:80B:C - SEE SPECIFICATION SECTION 10 4400)

FEC

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1 LIFE SAFETY PLAN

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DEMOLITION

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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 THE GOVERNMENT 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 TO THE GOVERNMENT 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 GOVERNMENT 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 CONCRETE, WOOD, DUCTS, PIPING, WIRING, SHALL BE DONE BY THE CONTRACTOR TO ACHIEVE FLOOR PLANS AS SHOWN EVEN IF NOT

SHOWN ON DEMOLITION PLANS.

2. 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.

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

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

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

5. 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.

6. 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.

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

UNDERSIDE OF ROOF.

8. 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.

9. 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 GOVERNMENT 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 THE GOVERNMENT 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 THE GOVERNMENT.

2. REFER ALSO TO SELECTIVE DEMOLITION, SUMMARY OF WORK, GOVERNMENT SOLICITATION

REQUIREMENTS, AND OTHER SPECIFICATION SECTIONS AS 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 THE GOVERNMENT, 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 THE GOVERNMENT FOR APPROVAL.

Specific Demolition Notes:

DEMOLISH EXISTING WALL AS REQURIED TO INSTALL NEW OPENING. SEE OPENING SCHEDULE.

SALVAGE BRICK FOR PATCHING IN OTHER AREAS WHERE APPLICABLE. REFER TO STRUCTURAL FOR

SHORING AND LINTEL REQUIREMENTS.

EXISTING OVERHEAD DOOR ASSEMBLY TO REMAIN IN BASE BID. IF BID OPTION IS AWARDED,

REMOVE AND REPLACE EXISTING DOOR/FRAME WITH NEW DOOR AND FRAME. SEE OPENING

SCHEDULE.

EXISTING FRAME TO REMAIN. REMOVE EXISTING DOOR AND INSTALL NEW DOOR IN EXISTING FRAME.

PATCH, REPAIR, AND PAINT EXISTING FRAME. REINFORCE FRAME AS REQUIRED TO RECEIVE

SPECIFIED HARDWARE.

REMOVE EXISTING DOOR (OR WINDOW) AND FRAME. REFER TO OPENING SCHEDULE FOR NEW

OPENING.

REMOVE EXISTING DOOR AND FRAME. INFILL EXISTING OPENING WITH NEW WALL ASSEMBLY

MATCHING ADJACENT WALL ASSEMBLIES SCHEDULED TO REMAIN.

REMOVE EXISTING WALL AS REQUIRED TO CREATE NEW OPENING. REFER TO STRUCTURAL FOR

OPENING REINFORCEMENT AND SHORING REQUIREMENTS

REMOVE EXISTING FILM PASS THRU. INFILL EXISTING OPENING WITH NEW WALL ASSEMBLY MATCHING

ADJACENT WALL ASSEMBLIES SCHEDULED TO REMAIN.

REMOVE EXISTING SLAB AS REQUIRED TO INSTALL NEW HELICAL PIERS - SEE STRUCTURAL.09

REMOVE CMU WALL AS REQUIRED TO INSTALL NEW STRUCTURAL COLUMN. REMOVE BRICK VENEER AND SALVAGE FOR REINSTALLATION. TOOTH NEW BRICK INTO EXISTING BRICK AND PROVIDE NEW

MASONRY VENEER ANCHORS.

REMOVE AND REPLACE EXISITING FLOOR SLAB AS REQUIRED TO REMOVE EXISITNG SYSTEMS AND

INSTALL NEW SYSTEMS.11

SAWCUT AND CHIP OUT EXISITNG CONCRETE AS REQUIRED TO INSTALL NEW WALK OFF MAT.12

EXISTING TRENCH DRAIN TO REMAIN13

EXISITNG CASEWORK TO BE DEMOLISHED.14

EXISITNG EQUIPMENT TO REMAIN. CONTRACTOR TO PROTECT EQUIPMENT DURING DURATION OF

CONSTRUCTION.

EXISITING DOOR AND FRAME TO REMAIN PAINT.16

REMOVE EXISTING CEILING SYSTEMS INCLUDING ALL HANGARS AND ACCESSORIES. REFER TO

MECHANICAL, PLUMBING, FIRE PROTECTION, FIRE ALARM AND ELECTRICAL DRAWINGS FOR

ADDITIONAL DEMOLITION REQUIREMENTS.

REMOVE EXISITNG FLOOR FINISH. CLEAN AND STRIP SUBSTRATE AS REQUIRED TO INSTALL

SPECIFIED NEW FINISH.

CLEAN/BLAST/STRIP EXISITNG CONCRETE FLOORS AS REQUIRED TO INSTALL NEW FINISH.19

REMOVE EXISITING GLAZED TILE FINISH ON ALL WALLS OF THIS SPACE. PREPARE WALLS FOR NEW

FINISH.

No. Revision Date

REMOVE EXISITNG HOST BEAM AND TROLLEY SYSTEM.21

EXISTING HVAC LOUVER TO BE DEMOLISHED. PATCH WALL SUBSTRATE, INSULATION, AND BRICK.

TOOTH NEW BRICK INTO EXISTING BRICK. USE EXISTING BRICK SALVAGED FROM DEMOLITION.

EXISTING HVAC LOUVER TO BE DEMOLISHED23

EXISTING HVAC EQUIPMENT TO BE DEMOLISHED. PATCH WALL SUBSTRATE, INSULATION, AND BRICK.

TOOTH NEW BRICK INTO EXISTING BRICK. USE EXISTING BRICK SALVAGED FROM DEMOLITION.

REMOVE EXISTING SPLIT FACE CMU VENEER. SALVAGE AND REINSTALL. TOOTH CMU INTO EXISTING

CMU. REPAIR AIR BARRIER AND INSULATION AS REQUIRED. PROVIDE NEW MASONRY VENEER

ANCHORS. REFER TO DEMOLITION PLAN FOR ADDITIONAL REQUIREMENTS.

REMOVE EXISTING WALL ASSEMBLY AS REQUIRED TO INSTALL NEW LOUVERS- SEE MECHANICAL. 26

EXISTING DOWNSPOUT TO REMAIN (BASE BID) IF BID OPTION FOR THE ROOF MEMBRANE IS

ACCEPTED, REMOVE AND REPLACE DOWNSPOUT AS INDICATED.

IF BID OPTION IS NOT AWARDED, REMOVE AND REINSTALL DOWNSPOUT AS REQUIRED TO INSTALL

NEW OPENINGS AND TOOTH IN NEW MASONRY VENEER

EXISTING DOWNSPOUT TO REMAIN.29

OMITTED08

EXISTING EMERGENCY THROUGH WALL OVERFLOW DRAIN TO REMAIN. IF BID OPTION FOR TPO ROOF

MEMBRANE IS ACCEPTED, TERMINATED NEW MEMBRANE TO EXISTING METAL THROUGH WALL

OVERFLOW DRAIN AS RECOMMENDED BY TPO MANUFACTURER.

EXISTING LOUVER TO REMAIN31

02 01

03 03

05 03 05

06 01

04 04

06 06 06 06 06

02 02

17 18

17 14

99 9

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 SHEET)

REMOVE EXISTING CONCRETE

IN LOCATION MARKED IN

PREPARATION FOR NEW WORK

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

O R

D E

A1.1

DEMOLITION

FLOOR PLAN

F-

: C O

N V

O R

A G

D A

N N

Y F

A N

FAKZ182353 / 18074

FEB 2023

ME, JJ, DD

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

1 FIRST FLOOR DEMOLITION PLAN

Level 1 0' - 0"

25 2525 25

01 01 01 01 04 04 01 01

30 30

Level 1 0' - 0"

23 26

01 01 04 01 01 03 02

Level 1 0' - 0"

23 24

29 29 28

16 01 02

30 30

Level 1 0' - 0"

03 01 02 01

DEMOLITION ELEVATION LEGEND

EXISTING BRICK MASONRY TO REMAIN

EXISTING METAL WALL PANEL TO REMAIN

1 SPECIFIC NOTE TAG

SPECIFIC NOTE LEGEND

REFER TO SHEET A1.0

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

O R

D E

A1.2

DEMOLITION

ELEVATIONS

F-

: C O

N V

O R

A G

D A

N N

Y F

A N

FAKZ182353 / 18074

FEB 2023

ME, JJ, DD

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

1 NORTH ELEVATION - DEMOLITION

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

2 WEST ELEVATION - DEMOLITION

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

3 SOUTH ELEVATION - DEMOLITION

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

4 EAST ELEVATION - DEMOLITON

R R

D W

W as he r

D ry er

913 SF

Penetrant/Magnetics

383 SF

X-Ray

132 SF

Dark Room

35 SF

Control

25 SF

Trap

147 SF

Lobby

257 SF

NDI Office

170 SF

Testing & Training

267 SF

Storage

156 SF

Battery Shop & Storage

185 SF

Flight Chief

185 SF

Supervisor & Administration

250 SF

Men's

360 SF

ALIS Ready Room

182 SF

JOAP Lab

169 SF

NDI OFFICE

44 SF

HVAC

45 SF

Janitor

213 SF

Conference & Meeting

359 SF

Break Area

704 SF

Welding Shop

265 SF

Women's

632 SF

Circulation

241 SF

Circulation

91 SF

Boiler Room

949 SF

Tool Crib

335 SF

Storage

374 SF

HAZMAT

Accumulation

Point

6994 SF

General Purpose Equipment & Repair Bay

212 SF

FSR Office

W O

H /T

O O

L B O

WORK BAY 1

W O

H /T

O O

L B O

W O

H /T

O O

L B O

W O

H /T

O O

L B O

W O

H /T

O O

L B O

W O

H /T

O O

L B O

W O

H /T

O O

L B O

WORK BAY 2 WORK BAY 3 WORK BAY 4 WORK BAY 5 WORK BAY 6 WORK BAY 7

S W

12' - 0" 6' - 0"

110 SF

HVAC

117 SF

COMM

10884 SF

ELEC

25 SF

HVAC

45 SF

VEST

135 SF

Covered Entry

160167

172 170

115 114b

101a121

113 112

130b

130a

105 106

111a 110a

111b

110b

101b

114a

151 152

3 4 5

010101

A7.2 5

EXISTING BOLLARDS

TO REMAIN

NEW BOLLARD

(SEE DETAIL)

EXISTING BOLLARDS

TO REMAIN

NEW BOLLARD

(SEE DETAIL)

NEW BOLLARDS AT

FDC - SEE DETAIL

NEW BOLLARD (SEE DETAIL)

O R

C O

N U

NEW BOLLARDS AT

FDC - SEE DETAIL

O R

C O

N U

A6.3

LEGEND:

DOOR - SEE DOOR SCHEDULE

101 DOOR TAG - SEE DOOR SCHEDULE

ROOM NAME

101 ROOM TAG

00 SPECIFIC NOTE TAG

OPENING TAG - SEE OPENING SCHEDULE

SPECIFIC NOTES:

EXISITNG WALL REQUIRED TO BE SMOKE PARTITION. SEAL

ALL EXISITNG OPERATIONS. REFER TO LIFE SAFETY

EXISTING WALL TO BE FIRE RATED. FIRE SEAL ALL

PENETRATIONS AND WALL TO FLOOR INTERSECTIONS.

REFER TO LIFE SAFETY.

NEW WALL - SEE WALL TYPE PLAN

EXISTING WALL TO REMAIN

03 NEW SITE PAVING - SEE CIVIL

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

O R

D E

A2.1

FIRST FLOOR PLAN

F-

: C O

N V

O R

A G

D A

N N

Y F

A N

FAKZ182353 / 18074

FEB 2023

ME, JJ, DD

1/8" = 1'-0"A2.1

1 FIRST FLOOR PLAN

0' 4' 8' 16' 32'

A2.2

EXISTING STAIR TO REMAIN (PAINT)

EXISTING LOCKERS TO REMAIN

EXISTING GUARDRAIL TO REMAIN (PAINT)

1/2" x 3" RAILS SPACED TO

ALLOW 24" CLEAR BETWEEN RAILS

1" ROUND STEEL RUNGS -

CORRUGATED, KNURLED, OR

CRIMPED - EQUAL SPACING NOT

TO EXCEED 12" O.C. (NOT LESS

THAN 10" O.C.)

LADDER BRACKET - FASTEN AS

REQUIRED TO WALL AT 6'-0" MAX.

TOP RUNG LEVEL WITH LANDING

EXPANSION BOLT TO FLOOR AND

MEZZANINE AS REQUIRED

PROVIDE REMOVABLE CHAIN ACCROSS LADDER OPENING

ADJACENT REMOVABLE GUARDRAIL

24" min.

" m in

PAINT THE GUARDRAIL AND LADDER

COMPONENTS SAFETY YELLOW IN

ACCORDANCE WITH SPECIFICATION

SECTION 09 9123

FILL JOIST SEAT SPACE WITH SOLID CMU / GROUT

TO PREVENT AIR TRANSFER BETWEEN ROOMS 129

430 ON ALL SIDES OF NEW MEZZANINE

1 1/2" ⌀ METAL

PIPE GUARDRAIL

1 1/2" ⌀ METAL

GUARDRAIL

CONCRETE ON METAL DECK - SEE

STRUCTURAL

SEE STRUCTURAL FOR STEEL

ANGLE

GUARDRAIL SLEEVE FULLY

WELDED TO STEEL ANGLE

TOE KICK - 4" TALL

WELD TO POST

REMOVEABLE 1 1/2"

⌀ VERTICAL METAL

POST 4'-0" MAX O.C.

NOTE: REMOVEABLE SECTIONS SHALL BE NO

LONGER THAN 8'-0" - SPACE BETWEEN

SECTIONS SHALL BE NOT GREATER THAN 4".

BOND BEAM - SEE STRUCTURAL

" M

U M

" M

A X

" M

A X

FILL JOIST SEAT SPACE WITH

SOLID CMU / GROUT TO

PREVENT AIR TRANSFER

BETWEEN ROOMS 129 430

ON ALL SIDES OF NEW

MEZZANINE

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

O R

D E

A2.2

MEZANINE PLAN

AND DETAILS

F-

: C O

N V

O R

A G

D A

N N

Y F

A N

FAKZ182353 / 18074

FEB 2023

ME, JJ, DD

1/8" = 1'-0"A2.2

1 MEZZANINE PLAN

1 1/2" = 1'-0"A2.2

2 LADDER DETAIL

1 1/2" = 1'-0"A2.2

3 REMOVABLE RAILING DETAIL

D W

W as he r

D ry er

SILL

PLAN

HEAD

CONFIRM 1 " REQUIRED CLEAR

SPACE FOR DEFLECTION

PROVIDE FLEXIBLE CLOSURE

STRIPS AS REQUIRED IN DECK

FLUTES

SEE STRUCTURAL FOR TOP OF

WALL BRACING

TAG INDICATES WALL TYPE

OVER CMU MASONRY

**NOTE: IF WALL IS SCHEDULED TO

RECEIVE TILE, PROVIDE CONCRETE

BOARD AND WATERPROOFING FOR

TILE INSTALLATION. REFER TO FINISH

SCHEDULE, INTERIOR ELEVATIONS AND

SECTIONS, AND GYPSUM BOARD

ASSEMBLIES SPECIFICATIONS FOR

TYPES AND OTHER

SUBSTRATE/FURRING REQUIREMENTS**

TYPE N

N8N8

N8 N8 N8

N8N8

N8N8 N8

N8 N8

N4N4

A2 A2 A2

A2A2 A2

A2 A2 A2

A2A2

A2A2 A3

A2 A2

N8 N8

A2 A2

SILL

PLAN

HEAD

5/8" GYPSUM WALL BOARD

METAL STUD FRAMING - SEE

SCHEDULE FOR THICKNESS

NOTE: IF WALL IS SCHEDULED TO

RECEIVE TILE, PROVIDE CONCRETE

BOARD AND WATERPROOFING FOR TILE

INSTALLATION. REFER TO FINISH

SCHEDULED, INTERIOR ELEVATIONS

AND SECTIONS, AND GYPSUM BOARD

ASSEMBLIES SPECIFICATIONS FOR

TYPES AND OTHER SUBSTRATE/FURRING

REQUIREMENTS.

CEILING - SEE REFLECTED CEILING PLAN

STRUCTURE ABOVE

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

O R

D E

A2.3

WALL TYPE PLAN

F-

: C O

N V

O R

A G

D A

N N

Y F

A N

FAKZ182353 / 18074

FEB 2023

ME, JJ, DD

N4 3 5/8"

N8 7 5/8" FIELD VERIFY AND MATCH EXISTING PARTITION THICKNESS

TYPE STRUCTURE THICKNESS NOTES

1 1/2" = 1'-0"A2.3

2 Wall Type N

1/8" = 1'-0"A2.3

1 WALL TYPE PLAN

SPECIFIC NOTES

PATCH EXISITNG WALL TO MATCH EXISTING CONSTRUCTION

CONSISTING OF METAL BUILDING SYSTEMS WALL GIRTS

AND METAL PANELS.

1 1/2" = 1'-0"A2.3

3 PARTITION TYPE A

A3 3 5/8" 4 1/4" - -

A2 2 1/2" 3 1/8" - -

TYPE STUD THICKNESS PARTITION THICKNESS FIRE RATING STC RATING

EXISTING BUILT UP

ROOF TO REMAIN

EXISTING BUILT UP

ROOF TO REMAIN

1/ 4"

-0

1/ 2"

-0

1 EXISTING HVAC SYSTEMS TO BE REMOVED. EXISTING CURB TO REMAIN.

PROVIDE NEW INSULATED METAL COVER CAP - SEE 1/A2.6

2 EXISTING HVAC SYSTEMS TO REMAIN

3 NEW HVAC SYSTEMS - SEE MECHANICAL, PROVIDE NEW ROOF CURB PER

DETAIL 2/A2.5.

4 EXISTING HVAC SYSTEMS TO BE REMOVED. PROVIDE NEW HVAC EQUIPMENT

IN SAME LOCATION. MODIFY/EXTEND EXISTING ROOF CURB AS REQUIRED.

5 EXISTING VENT TO ROOF TO BE ABANDONED CUT PIPE OF BELOW ROOF DECK

AND SUPPORT PIPE PENETRATION THROUGH ROOF TO REMAIN.

- IF BID OPTION IS AWARDED- REMOVE PIPE PENETRATION THROUGH

ROOF PRIOR TO INSTALLING NEW ROOF MEMBRANE ASSEMBLY

VTR

EOD EOD

EOD EOD EOD EOD EOD EOD EOD

BASE BID ROOF PLAN LEGEND

STANDING SEAM METAL ROOF (EXISTING TO REMAIN)

EXISTING BUILT UP ROOF TO REMAIN

SCUPPER / LEADER HEAD / DOWNSPOUT

(EXISTING TO REMAIN UNLESS NOTED OTHERWISE)DS

VTR VENT TO ROOF - SEE MECHANICAL / PLUMBING

(EXISTING TO REMAIN UNLESS NOTED OTHERWISE)

SPECIFIC NOTES

XX SPECIFIC NOTE TAG

EOD

EXISTING EMERGENCY THROUGH WALL OVERFLOW DRAIN TO REMAIN.

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

O R

D E

A2.4

ROOF PLAN - BASE

BID

F-

: C O

N V

O R

A G

D A

N N

Y F

A N

FAKZ182353 / 18074

FEB 2023

ME, JJ, DD

1/8" = 1'-0"A2.4

1 ROOF PLAN

NEW TPO MEMBRANE ROOF

1/ 4"

-0

1/ 2"

-0

1 PROVIDE METAL STUD FRAMING AND FIRE RETARDANT PLYWOOD UNDER

NEW RECOVERY BOARD AND TPO MEMBRANE AS REQUIRED TO SUPPORT

NEW ROOF SYSTEM AT ABANDONED HVAC UNIT IN THIS AREA.

2 NEW EXHAUST FAN - SEE MECHANICAL AND DETAIL 5/A2.6

3 NEW HVAC SYSTEMS - SEE MECHANICAL, PROVIDE NEW ROOF CURB PER

DETAIL 2/A2.5.

4 EXISTING HVAC SYSTEMS TO BE REMOVED. PROVIDE NEW HVAC EQUIPMENT

IN SAME LOCATION. MODIFY/EXTEND EXISTING ROOF CURB AS REQUIRED.

A2.6

Sim

SPECIFIC NOTE LEGEND

BID OPTION ROOF PLAN LEGEND

STANDING SEAM METAL ROOF (EXISTING TO REMAIN)

NEW TPO ROOF MEMBRANE

VTR VENT THROUGH ROOF - SEE PLUMBING

A2.7

Sim

A2.7

Sim

A2.7

Sim

A2.7

Sim

A2.7

Sim

A2.7

Sim

A2.7

Sim

A2.7

Sim

EOD EOD

DS DS

VTR

VTRVTR

EOD EOD EOD EOD EOD EOD EOD

DS DS DS DS DS DS DS DS

DS NEW SCUPPER / LEADER HEAD / DOWNSPOUT SEE DETAIL 5/A2.7

EOD

EXISTING EMERGENCY THROUGH WALL OVERFLOW DRAIN TO REMAIN.

IF BID OPTION FOR TPO ROOF MEMBRANE IS ACCEPTED, TERMINATE NEW

MEMBRANE TO EXISTING METAL THROUGH WALL OVERFLOW DRAIN AS

RECOMMENDED BY TPO MANUFACTURER

XX SPECIFIC NOTE TAG

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

O R

D E

A2.5

ROOF PLAN - BID

OPTION

F-

: C O

N V

O R

A G

D A

N N

Y F

A N

FAKZ182353 / 18074

FEB 2023

ME, JJ, DD

1/8" = 1'-0"A2.5

1 ROOF PLAN OPTION

EXISTING EQUIPMENT

TO BE DEMOLISHED

DEMOLITION

NEW FIRE RETARDANT PLYWOOD - PROVIDE

SUPPLEMENTAL METAL STUD FRAMING WHERE

SPAN EXCEEDS 32" O.C.

EXISTING BUILT UP ROOF TO REMAIN

VARIES - FIELD VERIFY

V A R

1/4" / 12"

EXISTING ROOF SLOPE

NEW

1/4" / 12"

CURB PLAN DETAIL (BASE BID)

NEW TPO MEMBRANE (ONE PIECE)

TPO COATED METAL EDGE

FLASHING

PT WOOD BLOCKING AS REQ.

METAL COUNTER FLASHING

CONTINUOUS CLEAT

EXISTING ROOF FLASHING

TO REMIAN

EXISTING ROOF CURB TO REMAIN

NEW RIGID INSULATION AS REQUIRED

NEW FIRE RETARDANT PLYWOOD - PROVIDE

SUPPLEMENTAL METAL STUD FRAMING WHERE

SPAN EXCEEDS 32" O.C.

NEW TPO ROOF MEMBRANE

NEW RECOVERY BOARD

NEW METAL STUD

FRAMING AS REQUIRED

LINE OF EXISTING (DEMOLISHED)

ROOF CURB

NEW TPO MEMBRANE (ONE PIECE)EXISTING CURB FRAMING

TO BE DEMOLISHED

EXISTING CURB TO

REMAIN

BASE BID BID OPTION

SEALANT

NEW…

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File details come from the government source that posted it. Updated Jul 6, 2023.