FAKZ182352 Type B3 Drawings Signed.pdf

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

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T1.0

TITLE SHEET

F3 5:

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18072/FAKZ182352

MARCH 2021

DCD/JBS

DCD, JGB

187th Fighter Wing Dannelly Field - AL ANG Montgomery, AL

FAKZ 182352

Approvals:

Title: Signature: Date:

Base Commander

Base Civil Engineer

Base Project Engineer

Bio Environmental Eng.

Safety

Security Police

Base Communications

Fire Chief

Architect:

Design Team:

Option #3

Schedule of Bid Options:

Acoustical Baffles

Option #2

Second Floor Door Replacement

Option #1

Metal Retrofit Roof System

Option #4

Second Floor Ceiling & Floor Upgrades

Second Floor Hallway Upgrades

Plumbing, Mechanical, & Fire Protection:

Consulting Engineers:

Electrical:

Structural:

F-35 Repair Hangar Building 1201

Option #5

Option #6

Multi-purpose Room Finish UpgradesOption #7

Additional Plumbing Piping Replacement

Rev. Description Date

Type B-3 (100%) Submittal

202A

A101

1Ref

Re f

1 Ref

Re f

A101

Ref

1Re f

1 Re f

Ref

ROOM NAME

150 SF

1t

1i

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.

4.

. 5

W

W W

.S

SL

A R

C H

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T2.0

GENERAL WORK

NOTES,

ABBREVIATIONS,

SYMBOLS &

DRAWING INDEX

F3 5:

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18072/FAKZ182352

MARCH 2021

DCD/JBS

DCD, JGB

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 ARCHITECT.

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 ARCHITECT 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 ARCHITECT 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

ARCHITECT 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 ARCHITECT.

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 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.

4. 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.

5. 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.

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 ARCHITECT 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.

DRAWING INDEX

SHEET NO. SHEET NAME

07 MECHANICAL

M0.1 MECHANICAL SCHEDULES, LEGEND, ABBREVIATIONS, AND

NOTES

M0.2 MECHANICAL SCHEDULES CONTINUED

M0.3 MECHANICAL DETAILS

M0.4 MECHANICAL DETAILS

M0.5 MECHANICAL DETAILS

M1.1 FIRST FLOOR NORTH - HVAC DEMOLITION PLAN

M1.2 FIRST FLOOR SOUTH - HVAC DEMOLITION PLAN

M1.3 SECOND FLOOR NORTH - HVAC DEMOLITION PLAN

M1.4 SECOND FLOOR SOUTH - HVAC DEMOLITION PLAN

M2.1 FIRST FLOOR NORTH - HVAC RENOVATION PLAN

M2.2 FIRST FLOOR SOUTH - HVAC RENOVATION PLAN

M2.3 SECOND FLOOR NORTH - HVAC RENOVATION PLAN

M2.4 SECOND FLOOR SOUTH - HVAC RENOVATION PLAN

M2.5 DEMOLITION ROOF PLAN NORTH

M2.6 DEMO ROOF PLAN SOUTH

M3.1 LARGE SCALE MECH. ROOM DEMOLITION - SECOND

FLOOR

M3.2 LARGE SCALE BOILER ROOM DEMO. AND RENOV. - FIRST

FLOOR - HVAC

M4.1 ELEVATION AT EF-2 AND EF-3

M7.0 CONTROL DIAGRAM - LEGEND

M7.1 CONTROL DIAGRAM

M7.2 AHU-6 CONTROL DIAGRAM

M7.3 MAINTENANCE HANGARD 100 HEATING AND VENTILATION

CONTROL DIAGRAM

08 PLUMBING

P0.1 PLUMBING LEGEND, ABBREVIATIONS, AND GENERAL NOTES

P0.2 PLUMBING DETAILS

P0.3 PLUMBING DETAILS

P1.1 FIRST FLOOR NORTH - PLUMBING DEMOLITION PLAN

P1.1A FIRST FLOOR NORTH - PLUMBING DEMOLITION PLAN -

ALTERNATE

P1.2 FIRST FLOOR SOUTH - PLUMBING DEMOLITION PLAN

P1.2A FIRST FLOOR SOUTH - PLUMBING DEMOLITION PLAN -

ALTERNATE

P1.3 SECOND FLOOR NORTH - PLUMBING DEMOLITION PLAN

P1.4 SECOND FLOOR SOUTH - PLUMBING DEMOLITION PLAN

P2.1 FIRST FLOOR NORTH - PLUMBING RENOVATION PLAN

P2.1A FIRST FLOOR NORTH - PLUMBING RENOVATION PLAN -

ALTERNATE

P2.2 FIRST FLOOR SOUTH - PLUMBING RENOVATION PLAN

P2.2A FIRST FLOOR SOUTH - PLUMBING RENOVATION PLAN -

ALTERNATE

P2.3 SECOND FLOOR NORTH - PLUMBING RENOVATION PLAN

P2.4 SECOND FLOOR SOUTH - PLUMBING RENOVATION PLAN

P3.0 ENLARGED PLUMBING DEMOLITION PLANS

P3.1 ENLARGED PLUMBING - PRESSURE

P3.2 LARGE SCALE BOILER ROOM DEMO. & RENOV. PLAN -

FIRST FLOOR - PLUMBING

P3.2A LARGE SCALE BOILER ROOM RENOV. PLAN - FIRST FLOOR

PLUMBING ALT.

P4.1 ENLARGED PLUMBING - NON PRESSURE

P6.1 NORTH WASTE AND VENT RISER

P6.2 SOUTH WASTE AND VENT RISER

P7.1 NORTH WATER RISER DIAGRAM - ALTERNATE

P7.2 NORTH WATER RISER DIAGRAM - BASE BID

P7.3 SOUTH WATER RISER DIAGRAM

P7.4 GAS RISER DIAGRAM

09 ELECTRICAL

E0.1 ELECTRICAL LEGEND AND NOTES

E0.2 FIRST FLOOR PLAN HAZARDOUS CLASSIFICATION AREAS

E0.3 OVERALL BUILDING PLAN - LIGHTING PROTECTION SYSTEM

MODIFICATIONS

E1.1 FIRST FLOOR NORTH ELECTRICAL DEMOLITION

E1.2 FIRST FLOOR SOUTH ELECTRICAL DEMOLITION

E1.3 SECOND FLOOR PLAN NORTH ELECTRICAL DEMOLITION

E1.4 SECOND FLOOR PLAN SOUTH ELECTRICAL DEMOLITION

E2.1 FIRST FLOOR PLAN NORTH LIGHTING

E2.2 FIRST FLOOR PLAN SOUTH LIGHTING

E2.3 SECOND FLOOR PLAN NORTH ALTERNATE LIGHTING PLAN

E2.4 SECOND FLOOR PLAN SOUTH ALTERNATE LIGHTING PLAN

E2.5 LIGHTING CONTROL DETAILS

E3.1 FIRST FLOOR NORTH POWER

E3.2 FIRST FLOOR PLAN SOUTH POWER

E3.3 SECOND FLOOR PLAN NORTH

E3.4 SECOND FLOOR PLAN SOUTH POWER

E3.5 FIRST FLOOR PLAN MECHANICAL POWER

E3.6 SECOND FLOOR PLAN MECHANICAL POWER

E3.7 FIRST FLOOR NORTH GROUNDING

E3.8 FIRST FLOOR PLAN SOUTH GROUNDING

E4.1 FIRST FLOOR PLAN NORTH AUXILIARY

E4.2 FIRST FLOOR SOUTH AUXILIARY

E4.3 SECOND FLOOR PLAN NORTH AUXILIARY

E4.4 SECOND FLOOR PLAN SOUTH AUXILIARY

E4.5 SECURE DOOR DETAILS

E5.1 LUMINAIRE SCHEDULE, DETAILS & NOTES

E5.2 PANELBOARD SCHEDULES

E6.1 FIRE ALARM/MASS NOTIFICATION RISER, DETAILS & NOTES

E6.2 COMMUNICATIONS DETAILS & NOTES

E7.1 SINGLE LINE DIAGRAM - POWER

E7.1A SINGLE LINE DIAGRAM - POWER - 208 VOLT SYSTEM

E7.2 ELECTRICAL GROUNDING DETAILS & NOTES

DRAWING INDEX

SHEET NO. SHEET NAME

00 TITLE

T1.0 TITLE SHEET

T2.0 GENERAL WORK NOTES, ABBREVIATIONS, SYMBOLS &

DRAWING INDEX

T3.0 TYPICAL MOUNTING HEIGHTS & CLEARANCES

01 LIFE SAFETY

LS1.0 LIFE SAFETY

LS2.0 FIRST FLOOR LIFE SAFETY PLAN

LS2.1 SECOND FLOOR LIFE SAFETY PLAN

04 ARCHITECTURAL

A0.1 SITE ACCESS / SECURITY PLAN & SITE DETAILS

A1.0 DEMOLITION NOTES

A1.1 FIRST FLOOR DEMO PLAN NORTH

A1.2 FIRST FLOOR DEMO PLAN SOUTH

A1.3 SECOND FLOOR DEMO PLAN NORTH

A1.4 SECOND FLOOR DEMO PLAN SOUTH

A1.5 DEMO ROOF PLAN NORTH

A1.6 DEMO ROOF PLAN SOUTH

A1.7 DEMO ELEVATIONS

A1.8 DEMO ELEVATIONS

A2.1 FIRST FLOOR PLAN NORTH

A2.2 FIRST FLOOR PLAN SOUTH

A2.3 SECOND FLOOR PLAN NORTH

A2.4 SECOND FLOOR PLAN SOUTH

A2.5 WALL TYPES

A2.6 ROOF DETAILS

A2.7 ROOF PLAN BASE BID

A2.7A ROOF PLAN ALTERNATE

A3.1 FIRST FLOOR FINISH SCHEDULE & LEGEND

A3.2 SECOND FLOOR FINISH SCHEDULE

A3.3 DOOR SCHEDULE FIRST FLOOR

A3.4 DOOR SCHEDULE SECOND FLOOR

A3.5 STOREFRONT SCHEDULE

A3.6 STOREFRONT DETAILS

A3.7 DOOR & WINDOW DETAILS

A3.8 DOOR AND WINDOW DETAILS

A4.1 BUILDING ELEVATIONS

A4.2 BUILDING ELEVATIONS

A5.1 DETAILS

A5.2 ENLARGED ELEVATOR PLANS, SECTIONS, & DETAILS

A5.3 DETAILS

A6.1 FIRST FLOOR RESTROOM ENLARGED FLOOR PLAN

A6.2 SECOND FLOOR RESTROOM ENLARGED FLOOR PLAN

A6.3 CASEWORK DETAILS

A7.1 CASEWORK ELEVATIONS

A7.2 CASEWORK ELEVATIONS 2

A8.1 FIRST FLOOR RCP NORTH

A8.2 FIRST FLOOR RCP SOUTH

A8.3 SECOND FLOOR RCP NORTH

A8.4 SECOND FLOOR RCP SOUTH

A9.1 FIRST FLOOR PATTERN PLAN NORTH

A9.2 FIRST FLOOR PATTERN PLAN SOUTH

A9.3 SECOND FLOOR PATTERN PLAN NORTH

A9.4 SECOND FLOOR PATTERN PLAN SOUTH

05 STRUCTURAL

S1.0 GENERAL STRUCTURAL NOTES

S2.0 FIRST FLOOR PLAN

S3.0 PLAN NOTES, LEGEND, SCHEDULES & SECTIONS

S4.0 STRUCTURAL DETAILS

06 FIRE PROTECTION

FP1.1 FIRST FLOOR NORTH - FIRE PROTECTION DEMOLITION

PLAN

FP1.2 FIRST FLOOR SOUTH - FIRE PROTECTION DEMOLITION

PLAN

FP1.3 SECOND FLOOR NORTH - FIRE PROTECTION DEMOLITION

PLAN

FP1.4 SECOND FLOOR SOUTH - FIRE PROTECTION DEMOLITION

PLAN

FP2.1 FIRST FLOOR NORTH - FIRE PROTECTION RENOVATION

PLAN

FP2.2 FIRST FLOOR SOUTH - FIRE PROTECTION RENOVATION

PLAN

FP2.3 SECOND FLOOR NORTH - FIRE PROTECTION RENOVATION

PLAN

FP2.4 SECOND FLOOR SOUTH - FIRE PROTECTION RENOVATION

PLAN

M A X

" M A X

" M

IN

PAPER TOWEL

DISPENSER

MIRROR

SOAP

DISPENSER

ROBE

HOOK

TO

T

O P

O F

H O

O K

" T

YP

LAVATORY. PROVIDE ADA

INSULATION KIT WHEN REQUIRED

URINAL

42" MIN

MAX

1' - 0"

" M

IN

" M

IN

" M

IN

" M

IN

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

FI

N

IS

H

ED

F

LO

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

TO

B

O

TT

O M

O F

RE

FL

EC

TI

V E

S U

RF

AC

E

" M A X

H A

FF

M

IN

M A X

H A

FF

M

IN

M

AX

ACAL

MAX.

15"

MAX.

15"

" M

IN

" 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

A X.

1 1/2" MAX.

22" - 23"

15" - 16"

" M

A X

O F

C O

M

PA

TM

EN

T

EN

TR

Y

AL-SHAPED

SHOWER

SEAT

16" - 18"

M

IN

M

AX

12 MIN

36 MIN.

HORIZONTAL

GRAB BAR

TYPICAL ADA MOUNTING HEIGHTS (UNLESS OTHERWISE NOTED)

TO

F

IR

E

EX

TI

N G

U

IS

H

ER

H A N D

LE

'-6

" M A X

A D

A M

AX

" M

AX

FIRE

EXTINGUISHER

CABINET

" M

AX

" M

IN

ADA ELECTRIC

WATER COOLER

DIRECTION INDICATOR

HALL CALL

CONTROLS

ELEVATOR DOOR

H A

FF

" M

IN

" M

A X.

M

IN

" M

IN

MIN.

8"

" M

AX

6" MAX.

11" MIN

CL

5" MAX. 15" MIN.

MIN. CLEAR DEPTH

48"

M

IN

C

LE

AR

W

ID

TH

ADA ELECTRIC

FOUNTAIN SKIRT

WHERE LOCATED IN

CIRCULATION PATH

2 1/2" MAX

" M

AX

/2 " M

A X

15-16"

60" MIN

" M

IN

" M

IN

3" MAX

" M

AX

M

IN

M

AX

" M A X

2' - 0"

27" MAX

" M

AX

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

" M

IN

18" MIN

(A)

FRONT APPROACH, PULL SIDE

" M

IN

(B)

FRONT APPROACH, PUSH

SIDE

" M

IN12" MIN

(C)

FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

36" MIN

" M

IN

(D)

HINGE APPROACH, PULL SIDE

42" MIN

" M

IN

(E)

HINGE APPROACH, PULL SIDE

" M

IN

22" MIN

(F)

HINGE APPROACH, PUSH SIDE

(G)

HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND

LATCH

" M

IN

22" MIN

24" MIN

" M

IN

(H)

LATCH APPROACH, PULL SIDE

(I)

LATCH APPROACH, PULL SIDE,

DOOR PROVIDED WITH CLOSER

" M

IN 24" MIN

24" MIN

" M

IN

(J)

LATCH APPROACH, PUSH SIDE

(K)

LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

24" MIN

" M

IN

" M

IN

12" MIN

(C)

PUSH SIDE, DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

X > 8"4

" M

IN

(B)

PUSH SIDE

" M

IN

18" MIN

X > 8"

(A)

PULL SIDE

24" MIN

" M

IN

(D)

STOP OR LATCH APPROACH

22 MIN

m in

(C)

POCKET OR HINGE APPROACH

(B)

SIDE APPROACH

M

IN

m in

(A)

FRONT APPROACH

AREA OF

REFUGE

AREA OF

REFUGE

" M

IN

" M A X

CL

18 MIN

M

IN

CENTERED ON RAISED CHARACTERS

HEIGHT OF RAISED CHARACTERS ABOVE FLOOR LOCATION OF SIGNS AT DOORS

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MOUNTING

HEIGHTS &

CLEARANCES

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18072/FAKZ182352

MARCH 2021

DCD/JBS

DCD, JGB

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:

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

5 ADA DOOR OPENING MANEUVERING CLEARANCES

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

1 TYPICAL SIGNAGE MOUNTING DIAGRAMS

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

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LIFE SAFETY

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DCD/JBS

DCD, JGB

Applicable Codes:

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

BUILDING CODE

Structural Code...........3-301-01 / IBC 2018 Plumbing Code............3-420-01 / IBC 2018 Mechanical Code.........3-401-01 / IBC 2018 Fire Code..................3-600-01 / NFPA 101 Electrical Code...........3-501-01 / IBC 2018 / NFPA 70 Energy Code..............1-200-02 Life Safety Code........3-600-01 /NFPA 101 Accessibility Code......ARCHITECTURAL BARRIERS ACT STANDARDS Anti-Terrorism / Force Protection....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:

• Building Gross Square Footage

• Ground Floor = 44,403 SF

• Second Floor = 19,834 SF

• Construction Type = II-B, FULLY SPRINKLED

• Allowable Building Height TABLE 504.3

75 FEET ABOVE GRADE PLANE

• Allowable Number of Stories Above Grade Plane (PER TABLE 504.4)

TYPE S-1 OCCUPANCY - 3 STORIES ABOVE GRADE PLANE

TYPE B OCCUPANCY - 4 STORIES ABOVE GRADE PLANE

• Tabular Building Area (PER TABLE 506.2)

GROUP S-1 - 52,500 SQUARE FEET

GROUP B - 69,000 SQUARE FEET

• 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) S-1 - 52,500 + (17,500*.75)=65,625 B - 69,000 + (23,000*.75)=86,250

• Fire Separation Requirements Per Table 508.4

OCCUPANCIES RATING (HR)

B | S-1 0

• Allowable Area Calculations (PER TABLE 508.4.2)

GROUND FLOOR - (34,773/65,625 + 9,630/86,250) = 0.64<1

SECOND FLOOR - (0/65,625 + 19,834/86,250) = 0.23<1

• Incidental Use Areas (PER TABLE 509) See occupancy table.

Boiler room contains equipment over 400,000 BTU, however fire rating is not required, as an automatic sprinkler system is provided

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

• UFC 4-211-01, 3-3.1.2, PROTECTION OF STRUCUTRAL MEMBERS

• Protection of structral members is not required in the hanger bay when protected by a UFC approved fire suppression system

• Required Fire Rating

• (Per Table 602) - NO FIRE SEPARATION REQUIRED, FIRE SEPARATION DISTANCE >

10 FEET

• UFC 4-211-01, 3-3.1.8 - Building Clear Space and Fire Spearation Distance Existing separation around the hanger is greater than 50'

UFC 3-600-01(replaces IBC Chapter 9) - Fire Protection Systems:

• SECTION 9-1 - EMERGENCY VEHICLE ACCESS

1. Facility REQUIRES two means of all-weather emergency vehicle ground access in accordance with 9-1.1 (UFC 4-211-01, 3-3.1.11)

2. Facility REQUIRES aerial apparatus access in accordance with 9-1.2

3. Existing Facility meets requirements.

• SECTION 9-2 - FIRE FLOW FOR FACILITIES

1. Existing Fire Flow will remain as it currently exists. Existing facility is served by two

2,000 gpm fire pumps served by a 12" main that feeds 75,000 gallons of on site water storage tanks. The fire supply will not be modified by this project. A future project, FAKZ 172201, will replace these pumps and upgrade the existing facility's HEF system.

• 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 B. Hydrant to be located within 150' of Fire Department Connection as part of

FAKZ172201

• UFC 4-211-01 (3-6.3.2)- FIRE HYDRANT SUPPLY

1. Hydrants are to be located with at least one within 100' of each corner of the building

2. Where aircraft parking apron abuts the building, located required hydrants protecting the building in these areas within 10 ft of the building A. Hydrants are to be low profile and no higher than 2.5' where within 25' of airfield pavement

3. Existing hydrants intended to remain. Existing configuration meets above listed requirements.

• SECTION 9-5 - FIRE PUMPS

1. Existing fire pumps (2-2,000 GPM pumps) and existing 75,000 gallon on site water storage will remain.

• SECTION 9-7 - AUTOMATIC SPRINKLER SYSTEMS

1. Existing wet pipe sprinkler system will be reconfigured as required to support new interior layout. No other changes to fire sprinkler system are contemplated as part of this project. Project FAKZ 172201 will provide new HEF system and provide compliance with applicable sections of UFC 3-600-01 for the facility water supply system.

• 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 NOT required

2. Fire extinguishers are provided, see plans for locations

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 UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT

• Fire Walls (PER IBC SECTION 706) No fire walls are present within the scope of the project

• Fire Barriers (IBC 707) 1 HR fire barrier is required for Fire Protection Equipment Rooms per UFC 4-211-01 1 HR fire barrier is required between hangar bay and support areas

NFPA Chapter 8 - Fire and Smoke Protection Features:

• Shaft Enclosure (PER SECTION 8.6.5)

1 HR SHAFT ENCLOSURE REQUIRED AT NEW SHAFTS

1/2 HOUR SHAFT ENCLOSURE REQUIRED AT EXISTING SHAFTS

• Opening Protectives (Per Section 8.3.3) Type of Assembly Assembly Rating Required Opening Protection (Door/Sidelite)

ELEVATOR HOISTWAY 1 HOUR 1 HOUR / 1 HOUR

VERTICAL SHAFTS 1 HOUR 1 HOUR / 1 HOUR

CORRIDORS 1 HOUR 1 HOUR

OTHER FIRE BARRIER 1 HOUR 1/3 HOUR/ 3/4 HOUR

• Concealed Spaces (Per Section 8.6.11) Not Applicable

• See Legend on Life Safety Plan for Applicable UL Assemblies to be provided.

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 (38.3.3.3.2)

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, (7.1.4) Interior Floor Finish - CLASS I OR CLASS II (42.3.3.3.1)

Areas other than Exits and Exit Access Corridors Interior Wall and Ceiling Class A,B, or C (42.3.3.2) in storage spaces 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, AS MODIFIED BY UFC 3-600-01):

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)

• 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 - 1 EXITS REQUIRED

• Minimum exit requirements (UFC 4-211-01, 3-3.1.9)

1. Exits required around perimeter of hangar at maximum interval of 150 FT.

2. Exits required within 20 FT of each end of the hangar door

3. Exiting from routinely occupied areas over 100 SF through the hangar bay not allowed

4. Each required exit to be provided with panic hardware and door shall swing in the direction of exit travel

• 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 & S-1) requires:

NO FIRE RATING REQUIRED FOR CORRIDOR WALLS

Minimum Corridor Width Business Occupancy (CHAPTER 38) 44 inches per 38.2.3.2 Storage Occupancy (CHAPTER 42) 36 inches per 42.2.3

Dead End Corridors Business Occupancy (CHAPTER 38)

Maximum of 50 feet per 38.2.5.2.1 Storage Occupancy (CHAPTER 42)

Maximum of 100 feet per TABLE 42.2.5

Special Hangar Requirements

• Minimum separation - 50 ft (NFPA 409, 5.3.1)

• Minimum separation between hangar and adjacent spaces - 1 HR (UFC 4-211-01, 3-3.1.3)

• Minimum separation of fire protection rooms = 1 HR (UFC 4-211-01, 3-6.7)

• Hazardous classification of adjacent spaces - Class I, Division 2 unless suitably cut off (UFC

4-211-01, 3-7.1)

• Maximum Hangar area per draft curtain - 7,500 SF (NFPA 409, 5.17.2)

• Hangar Wall Construction - CMU to 10' AFF (UFC 4-211-01, 3-3.2.3)

• Hangar Door operability - emergency door operation required (UFC 4-211-01, 3-3.1.12)

Ground Floor Plan Code Calculations

Name

Occupancy Calculations Egress Width Calculations

Area (Square Feet)

Occupancy Factor (SF per Occupant) Total Occupant

Load (Occupants) Factor Type

Calculated Stair Egress

Width (inches)

Required Stair Egress Width (inches) Per

Table7.2.2.2.1.1(b)

Calculated Width (Other Egress

Components (inches))

Required Egress Width - Other Egress

Components (Inches) B (CONCENTRATED) 2286 SF 50 SF 47.00 Gross 14.10 36 9.40 44 B (CONFERENCE) 1565 SF 15 SF 105.00 Net 31.50 36 21.00 44 B (IT) 94 SF 300 SF 1.00 Gross 0.30 36 0.20 44 B (LOCKER ROOMS) 606 SF 50 SF 13.00 Gross 3.90 36 2.60 44 B (MECH) 206 SF 500 SF 3.00 Gross 0.90 36 0.60 44 BUSINESS 4746 SF 150 SF 37.00 Gross 11.10 36 7.40 44 STORAGE (S-1) HANGAR 26192 SF 500 SF 53.00 Gross 15.90 36 10.60 44 STORAGE (S-1) INDUSTRIAL 6580 SF 100 SF 67.00 Gross 20.10 36 13.40 44 STORAGE (S-1) MECHANICAL 1584 SF 500 SF 4.00 Gross 1.20 36 0.80 44 STORAGE (S-1) STORAGE 544 SF 500 SF 2.00 Gross 0.60 36 0.40 44

44403 SF 332.00 99.60 66.40

Second Floor Plan Code Calculations

Name

Occupancy Calculations Egress Width Calculations

Area (Square Feet)

Occupancy Factor (SF per Occupant) Total Occupant

Load Factor Type

Calculated Stair Egress

Width (inches)

Required Stair Egress Width (inches) Per

Table 7.2.2.2.1.1(b)

Calculated Width Other Egress

Components (inches))

Required Egress Width - Other Egress Components

(inches) B (CONCENTRATED) 5606 SF 50 SF 116.00 Gross 34.80 36 23.20 44 B (CONFERENCE) 2834 SF 15 SF 190.00 Net 57.00 36 38.00 44 B (IT) 560 SF 300 SF 4.00 Gross 1.20 36 0.80 44 B (LOCKER ROOMS) 329 SF 50 SF 7.00 Gross 2.10 36 1.40 44 B (MECH) 1093 SF 500 SF 4.00 Gross 1.20 36 0.80 44 B (STORAGE) 49 SF 500 SF 1.00 Gross 0.30 36 0.20 44 BUSINESS 9364 SF 150 SF 69.00 Gross 20.70 36 13.80 44

19834 SF 391.00 117.30 78.20

PLUMBING SCHEDULE

Name Male Occupancy Female Occupancy Men's WCs Women WCs Male Lavs Req Female Lavs Req. Drinking Fountains Service Sink

BUSINESS 127 32 5.675 1.6 5.6 1.6 2.11 1

*FIXTURE COUNT BASED UPON UTA

OCCUPANCY (158) IN ACCORDANCE

WITH ANG ETL 15-01-00

REF

R

EF

REF

UP

UP

UP

DW

DW

207 SF

BUSINESS

1126 SF

B (CONCENTRATED)

94 SF

B (IT)

50 SF

BUSINESS

1044 SF

BUSINESS

138 SF

BUSINESS

468 SF

BUSINESS

254 SF

BUSINESS 281 SF

BUSINESS

300 SF

BUSINESS

138 SF

BUSINESS

31 SF

B (MECH)

146 SF

BUSINESS

371 SF

B (CONFERENCE)

266 SF

BUSINESS

221 SF

BUSINESS 1160 SF

B (CONCENTRATED)

76 SF

B (MECH)

COMMON PATH OF

EGRESS TRAVEL = 34'

606 SF

B (LOCKER ROOMS)

93 SF

BUSINESS

1194 SF

B (CONFERENCE)

100 SF

B (MECH)

52 SF

BUSINESS

A5.3

1087 SF

BUSINESS

26192 SF

STORAGE (S-1)

HANGAR

4803 SF

STORAGE (S-1)

INDUSTRIAL

678 SF

STORAGE (S-1)

INDUSTRIAL

1099 SF

STORAGE (S-1)

INDUSTRIAL

1163 SF

STORAGE (S-1)

MECHANICAL

544 SF

STORAGE (S-1)

STORAGE

421 SF

STORAGE (S-1)

MECHANICAL

2 OCCUPANTS

0.3 2

23 OCCUPANTS

3.45

13 OCCUPANTS

1.

5.7

80 OCCUPANTS

OCCUPANT

6.15

53 OCCUPANTS

1.

1.65

1.65

1.65

1.

OCCUPANTS

9.45

OCCUPANTS

1OCCUPANT

OCCUPANT

49 OCCUPANTS

1 OCCUPANT

2 OCCUPANTS

2 OCCUPANTS

1.05

7 OCCUPANTS

3.6

2.55

COMMON PATH OF EGRESS

TRAVEL = 82'

2.7

2.55 17

0.15

0.3

0.3

2.55

3.15

3 OCCUPANT

0.45

1 OCCUPANT

0.15

COMMON PATH OF EGRESS

TRAVEL = 53'

OCCUPANTS

OCCUPANTS

1.2 8

1 OCCUPANT 1 OCCUPANT

1.95

11 OCCUPANTS

1.8

1 OCCUPANT

1 OCCUPANT

1 OCCUPANT

24 OCCUPANTS

3.

7.95

25 OCCUPANTS

2 OCCUPANTS

3.75

1.95

22.65

151 FROM ABOVE (CONTROLS)

COMMON PATH

OF EGRESS

TRAVEL = 33'

COMMON PATH OF

EGRESS TRAVEL = 62'

COMMON PATH OF EGRESS

TRAVEL = 59'

1.

5.

FROM ABOVE

(CONTROLS)

3.15

17.7

FROM ABOVE

(CONTROLS)

9.

1.

FROM ABOVE

(CONTROLS)

HANDICAP ACCESSIBLE EXIT LOCATION

EXIT TRAVEL PATH

FIRE EXTINGUISHER CABINETFEC

ELECTRIC WATER COOLER - SEE PLUMBINGEWC

EMERGENCY EXIT SIGNAGE

SYMBOLS LEGEND

IBC OCCUPANCY TYPE (B) BUSINESS

150 SF PER OCCUPANT PER NFPA 101

LOW HAZARD PER NFPA 101

GROUP S-1 - STORAGE PER IBC CHAPTER 3

100 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD CLASSIFICATION PER NFPA 101

NEW ONE HOUR RATED WALL

CONSTRUCTION

UL U905

GROUP S-1 - STORAGE PER IBC CHAPTER 3

500 SF PER OCCUPANT PER UFC 3-600-01

HIGH HAZARD CLASSIFICATION PER NFPA 101

CLASS I, DIVISION 2 PER NFPA 70

GROUP S-1 - STORAGE PER IBC CHAPTER 3

100 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD CLASSIFICATION PER NFPA 101

CLASS I, DIVISION 2 UP TO 18" ABOVE HANGAR FLOOR

PER UFC 4-211-01 SECTION 3-7.1

DENOTES PROPOSED LOCATION OF

DRAFTSTOPPING REQUIRED BY NFPA 409

SECTION 5.17.2

DENOTES EXISTING WALLS REQUIRED TO

BE ONE HOUR RATED. CONTRACTOR TO

PATCH, SEAL, AND FIRESTOP ALL EXISTING

AND NEW PENETRATIONS IN EXISTING WALL

ASSEMBLY

DENOTES LOCATION OF EXISTING WALLS

REQUIRED TO BE 1/2 HOUR FIRE RATED

REQUIRED BY NFPA 101 SECTION

8.6.5.3

IBC OCCUPANCY TYPE (B) BUSINESS

50 SF PER OCCUPANT PER NFPA 101

LOW HAZARD PER NFPA 101

IBC OCCUPANCY TYPE (B) BUSINESS

50 SF PER OCCUPANT PER NFPA 101

LOW HAZARD PER NFPA 101

IBC OCCUPANCY TYPE (B) BUSINESS

15 SF PER OCCUPANT PER NFPA 101

LOW HAZARD CLASSIFICATION PER NFPA 101

IBC OCCUPANCY TYPE (B) BUSINESS

150 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD CLASSIFICATION PER NFPA 101

CLASS I, DIVISION 2 UP TO 18" ABOVE HANGAR FLOOR

PER UFC 4-211-01 SECTION 3-7.1

IBC OCCUPANCY TYPE (B) BUSINESS

500 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD CLASSIFICATION PER NFPA 101

IBC OCCUPANCY TYPE (B) BUSINESS

300 SF PER OCCUPANT PER NFPA 101

LOW HAZARD CLASSIFICATION PER NFPA 101

GROUP S-1 - STORAGE PER IBC CHAPTER 3

500 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD CLASSIFICATION PER NFPA 101

CLASS I, DIVISION 2 UP TO 18" ABOVE HANGAR FLOOR

PER UFC 4-211-01 SECTION 3-7.1

23.6 17.7

118118 OCCUPANT LOAD

EGRESS REQUIREMENTS:

REQUIRED EGRESS COMPONENT WIDTH

REQUIRED STAIR COMPONENT WIDTH (WHERE APPLICABLE)

IBC OCCUPANCY TYPE (B) BUSINESS

DENOTES EXISTING FLOOR AND CEILING REQUIRED TO BE

ONE HOUR RATED. CONTRACTOR TO PATCH, SEAL AND

FIRESTOP ALL EXISTING AND NEW PENETRATIONS IN

EXISTING ASSEMBLY

SPECIFIC NOTES:

1 MODIFY HANGAR DOOR POWER SUPPLY AS REQUIRED TO MEET UFC 4-211-01 SECTION 3-7.2

Sheet Number

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SAFETY PLAN

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DCD/JBS

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1/8" = 1'-0"LS2.0

1 FIRST FLOOR LIFE SAFETY PLAN

EF

UP

UP

UP

DW

D W

DW

1331 SF

B (CONCENTRATED)

180 SF

BUSINESS

210 SF

BUSINESS

134 SF

B (IT)

49 SF

B (STORAGE)

329 SF

BUSINESS

185 SF

B (MECH)

1135 SF

BUSINESS

1184 SF

BUSINESS

623 SF

B (CONCENTRATED)

569 SF

B (CONFERENCE)

329 SF

B (LOCKER ROOMS)

320 SF

B (IT)

336 SF

B (MECH)

1104 SF

B (CONCENTRATED)

1485 SF

B (CONFERENCE)

797 SF

BUSINESS

531 SF

B (CONCENTRATED)

106 SF

B (IT)

780 SF

B (CONFERENCE)

129 SF

BUSINESS

739 SF

BUSINESS

201 SF

BUSINESS

517 SF

BUSINESS

OPEN TO BELOW

A5.3

186 SF

BUSINESS

1154 SF

B (CONCENTRATED)

572 SF

B (MECH)

413 SF

B (CONCENTRATED)

449 SF

B (CONCENTRATED)

973 SF

BUSINESS

11 OCCUPANTS

2.55

2 OCCUPANTS

1 OCCUPANT 1 OCCUPANT

2 OCCUPANTS

.6

9.

456363

1 OCCUPANT

52 OCCUPANTS

3.9

3.9

1.2

2 OCCUPANTS

2 OCCUPANTS

2 OCCUPANTS

OCCUPANTS

OCCUPANT

OCCUPANT

OCCUPANTS

1 OCCUPANT

OCCUPANTS

1 OCCUPANT

9 OCCUPANTS

1.65

1.05

0.6

4 OCCUPANTS 99 OCCUPANTS7.

7.

23.6 17.7 118 118

23 OCCUPANTS

7 OCCUPANTS

OCCUPANT

3.

1.

4.65

4.95

.2

2 OCCUPANTS

38 OCCUPANTS640

1 OCCUPANT

1 OCCUPANT

9 OCCUPANTS

1.

13 OCCUPANTS

1 OCCUPANT

1 OCCUPANT

1 OCCUPANT

OCCUPANT

2 OCCUPANTS

1 OCCUPANT

1 OCCUPANT

3.

4 OCCUPANTS

1 OCCUPANT

1.5

10 4 OCCUPANTS

2 OCCUPANTS

2 OCCUPANTS

27 OCCUPANTS

2.55

1 OCCUPANT

2.

30.2 22.65 151151

24 OCCUPANTS

7.

5.

3.

HANDICAP ACCESSIBLE EXIT LOCATION

EXIT TRAVEL PATH

FIRE EXTINGUISHER CABINETFEC

ELECTRIC WATER COOLER - SEE PLUMBINGEWC

EMERGENCY EXIT SIGNAGE

SYMBOLS LEGEND

IBC OCCUPANCY TYPE (B) BUSINESS

150 SF PER OCCUPANT PER NFPA 101

LOW HAZARD PER NFPA 101

GROUP S-1 - STORAGE PER IBC CHAPTER 3

100 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD CLASSIFICATION PER NFPA 101

NEW ONE HOUR RATED WALL

CONSTRUCTION

UL U905

GROUP S-1 - STORAGE PER IBC CHAPTER 3

500 SF PER OCCUPANT PER UFC 3-600-01

HIGH HAZARD CLASSIFICATION PER NFPA 101

CLASS I, DIVISION 2 PER NFPA 70

GROUP S-1 - STORAGE PER IBC CHAPTER 3

100 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD CLASSIFICATION PER NFPA 101

CLASS I, DIVISION 2 UP TO 18" ABOVE HANGAR FLOOR

PER UFC 4-211-01 SECTION 3-7.1

DENOTES PROPOSED LOCATION OF

DRAFTSTOPPING REQUIRED BY NFPA 409

SECTION 5.17.2

DENOTES EXISTING WALLS REQUIRED TO

BE ONE HOUR RATED. CONTRACTOR TO

PATCH, SEAL, AND FIRESTOP ALL EXISTING

AND NEW PENETRATIONS IN EXISTING WALL

ASSEMBLY

DENOTES LOCATION OF EXISTING WALLS

REQUIRED TO BE 1/2 HOUR FIRE RATED

REQUIRED BY NFPA 101 SECTION

8.6.5.3

IBC OCCUPANCY TYPE (B) BUSINESS

50 SF PER OCCUPANT PER NFPA 101

LOW HAZARD PER NFPA 101

IBC OCCUPANCY TYPE (B) BUSINESS

50 SF PER OCCUPANT PER NFPA 101

LOW HAZARD PER NFPA 101

IBC OCCUPANCY TYPE (B) BUSINESS

15 SF PER OCCUPANT PER NFPA 101

LOW HAZARD CLASSIFICATION PER NFPA 101

IBC OCCUPANCY TYPE (B) BUSINESS

150 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD CLASSIFICATION PER NFPA 101

CLASS I, DIVISION 2 UP TO 18" ABOVE HANGAR FLOOR

PER UFC 4-211-01 SECTION 3-7.1

IBC OCCUPANCY TYPE (B) BUSINESS

500 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD CLASSIFICATION PER NFPA 101

IBC OCCUPANCY TYPE (B) BUSINESS

300 SF PER OCCUPANT PER NFPA 101

LOW HAZARD CLASSIFICATION PER NFPA 101

GROUP S-1 - STORAGE PER IBC CHAPTER 3

500 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD CLASSIFICATION PER NFPA 101

CLASS I, DIVISION 2 UP TO 18" ABOVE HANGAR FLOOR

PER UFC 4-211-01 SECTION 3-7.1

23.6 17.7

118118 OCCUPANT LOAD

EGRESS REQUIREMENTS:

REQUIRED EGRESS COMPONENT WIDTH

REQUIRED STAIR COMPONENT WIDTH (WHERE APPLICABLE)

IBC OCCUPANCY TYPE (B) BUSINESS

DENOTES EXISTING FLOOR AND CEILING REQUIRED TO BE

ONE HOUR RATED. CONTRACTOR TO PATCH, SEAL AND

FIRESTOP ALL EXISTING AND NEW PENETRATIONS IN

EXISTING ASSEMBLY

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LS2.1

SECOND FLOOR

LIFE SAFETY PLAN

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18072/FAKZ182352

MARCH 2021

DCD/JBS

DCD, JGB

1/8" = 1'-0"LS2.1

1 Second Floor Life Safety Plan

EXISTING BUILDING 1202

EXISTING BUILDING 1201

EXISTING BUILDING 1203

CANTONMENT STREET

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CONTRACTOR PARKING AND LAYDOWN AREA

TEMPORARY FENCE FOR HANGAR

FLOOR REPAIR

CONTRACTOR TO ERECT TEMPORARY FENCE ALONG FLIGHT LINE AT

THE BEGINNING OF WORK. SEE SPECIFICATION SECTION 01 5000.

FENCE TO BE +/- 15'-0" OFF OF BUILDING EXTERIOR. COORDINATE

EXACT PLACEMENT OF TEMPORARY FENCE WITH THE GOVERNMENT.

FENCE IS INTENDED TO PREVENT UNAUTHORIZED ACCESS TO THE

ACTIVE AIRCRAFT PARKING APRON.

RELOCATE / RECONFIGURE TEMPORARY FENCE AS REQUIRED TO

PROVIDE VEHICULAR ACCESS TO THE THE HANGAR DOOR TO

FACILITATE INSTALLATION OF NEW CONCRETE HANGAR FLOOR

SYSTEMS. COORDINATE WORK TO LIMIT TIME REQUIRED TO

COMPLETE HANGAR FLOOR WORK. REINSTALL TEMPORARY SECURITY

FENCE IMMEDIATELY UPON COMPLETION OF HANGAR FLOOR WORK.

COORDINATE EXACT PLACEMENT OF TEMPORARY FENCE WITH THE

GOVERNMENT.

GOVERNMENT ESCORT WILL BE REQUIRED WHILE TEMPORARY

FENCING IS BEING INSTALLED, RECONFIGURED, AND REMOVED.

REMOVE ALL TEMPORARY FENCING SYSTEMS UPON FINAL

COMPLETION OF THE WORK.

CONTRACTOR'S ACCESS ROUTE

FOR HANGAR FLOOR REPLACEMENT

ACTIVITIES

TEMPORARY FENCE. ERECT AT

BEGINNING OF WORK AND MAINTAIN

IN PLACE FOR DURATION OF THE

PROJECT. RECONFIGURE AS

REQUIRED FOR HANGAR FLOOR

REPAIR. REMOVE TEMPORARY FENCE

UPON COMPLETION OF THE PROJECT

EXISTING FLIGHT LINE

SECURITY FENCE TO REMAIN

+/- 15'-0"

+/- 35'-0" M

IN

SEE PLAN

VARIES / MATCH EXISTING

6" MINIMUM COMPACTED SUBGADE

NEW CONCRETE SIDEWALK - SEE

SPECIFICATIONS PROVIDE

CONTROL JOINTS AT INTERVALS

NOT TO EXCEED SIDEWALK WIDTH

OR 10' - WHICHEVER IS LESS

FINISHED GRADE

M

IN

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ER

IF

Y

V

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IF

Y

EXISTING SUBGRADE TO REMAIN

SELECT BACKFILL MATERIAL.

COMPACT TO 98% ASTM D 698

NEW AGGREGATE BASE COURSE -

MATCH EXISTING OR 12"

MINIMUM, WHICHEVER IS

GREATER. COMPACT TO 98%

ASTM D698

EXISTING BASE COURSE TO

REMAIN

EXISTING ASPHALT TO REMAIN

NEW ASPHALT PAVEMENT - SEE

SPECIFICATIONS. MATCH EXISTING

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SITE ACCESS /

SECURITY PLAN &

SITE DETAILS

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18072/FAKZ182352

MARCH 2021

DCD/JBS

DCD, JGB

Rev. Description Date

1" = 30'-0"A0.1

1 SITE ACCESS PLAN

3/4" = 1'-0"A0.1

2 SIDEWALK DETAIL

3/4" = 1'-0"A0.1

3 PAVEMENT PATCH DETAIL

SPECIFIC DEMOLITION NOTES:

REMOVE EXISTING COLUMN - REFER TO STRUCTURAL DETAILS

EXISTING FRAME TO REMAIN. (PAINT) REMOVE DOOR AND HARDWARE. PATCH, REPAIR,

AND PREP EXISTING DOOR FRAME AS REQUIRED TO RECEIVE SCHEDULED DOOR.

REMOVE EXISTING CMU WALL AS REQUIRED TO INSTALL SCHEDULED WINDOW - SEE A2.1.

SHORE AS REQUIRED

DEMOLISH EXISTING WALL/WINDOW ASSEMBLY AS REQUIRED TO INSTALL NEW DOOR

ASSEMBLY. SEE OPENING SCHEDULE

REMOVE EXISTING WALL AS REQUIRED TO PROVIDE NEW OPENING - SHORE AS REQUIRED

REMOVE EXISTING DOOR AND FRAME ASSEMBLY. PATCH AND REPAIR EXISTING CMU AND

BRICK AS REQUIRED - SEE A2.1.

REMOVE EXISTING OPENING AS REQUIRED TO RECEIVE NEW OPENING ASSEMBLY. PATCH

AND REPAIR BRICK AND CMU AS REQUIRED TO COORDINATE WITH NEW OPENING SIZE. -

SEE A2.1

REMOVE EXISTING LOUVER. PATCH AND REPAIR EXISTING CMU AND BRICK AS REQUIRED -

SEE A2.1

PATCH EXISTING ROOF DECK IN THESE AREAS AS REQUIRED DUE TO REMOVAL OF

EXISTING MECHANICAL EQUIPMENT

EXISTING FLOOR SLAB IN THIS AREA HAS BEEN EVALUATED AND SURVEYED. THE EXISTING

SLAB IS ANTICIPATED TO BE NOMINALLY 12" THICK AND DOES NOT CONTAIN ANY

REINFORCING STEEL.

REMOVE EXISTING OVERSIZED DOOR AND FRAME ASSEMBLY. PATCH AND REPAIR/INSTALL

NEW CMU AS REQURED TO MAINTAIN 1 HOUR RATING.

SAND/STRIP/CLEAN EXISTING CONCRETE IN THESE AREAS AS REQUIRED TO INSTALL NEW

SPECIFIED FLOOR COATING - SEE SPECIFICATION SECTION 09 90 30

REMOVE EXISTING RETROFIT ROOF SYSTEM DOWN TO ORIGINAL STRUCTURAL CONCRETE

ROOF DECK.

REMOVE EXISTING DOOR AND FRAME. SHORE EXISTING WALL AS REQUIRED. REMOVE

ADJACENT WALL AND INFILL ADJACENT WALL AS REQUIRED TO COORDINATE WITH NEW

OPENING SIZE/LOCATION.

REMOVE EXISTING BRICK VENEER FROM CONCRETE SOFFIT TO FOUNDATION AS

REQUIRED TO INSTALL NEW MOISTURE MANAGEMENT SYSTEMS. REMOVE EXISTING SOD

AREAS, CONCRETE PAVING, AND ASPHALT PAVING AROUND PERIMETER OF BUILDING AS

REQUIRED TO ACCOMPLISH WORK. SEE DETAILS. S.O.W. SHALL INCLUDE DISCONNECTION,

REMOVAL, REINSTALLATION AND RECONNECTION OF EXISTING PLUMBING, MECHANICAL &

ELECTRICAL EQUIPMENT AND COMPONENTS AS REQUIRED TO ACHIEVE THE SPECIFIED

WORK. PLUG/INFILL ALL ABANDONED UTILITY PENTRATIONS AND OPENINGS TO MATCH

ADJACENT CONDITIONS.

REMOVE EXISTING DOOR AND FRAME. INSTALL NEW OPENING AND NEW BRICK/CMU WALL -

SEE DETAILS.

CLEAN EXISTING BRICK SCHEDULED TO REMAIN.

REMOVE EXISTING LOUVER. ENLARGE OPENING AS REQUIRED TO INSTALL NEW DOOR.

REMOVE EXISTING CANOPY INCLUDING ROOF, COLUMNS & FOUNDATIONS AND BACKFILL

ALL EXCAVATIONS AND SOD DISTURBED AREAS.

EXISTING PAINTED LETTERING TO REMAIN AND BE REPAINTED. PREPARE EXISTING

SURFACES AS REQUIRED TO INSTALL NEW PAINTED LETTERING - PROTECT EXISTING

ADJACENT SURFACES SCHEDULED TO REMAIN.

BASE BID: EXISTING DOOR AND FRAME TO REMAIN. ALTERNATE: EXISTING FRAME TO

REMAIN. REMOVE AND REPLACE DOOR AS REQUIRED. PATCH REPAIR AND PAINT EXISTING

FRAME TO REMAIN.

REMOVE EXISTING METAL STAIR AND ALL MECHANICAL/ELECTRICAL EQUIPMENT IN THIS

SPACE.

EXISTING EMERGENCY EYE WASH/SHOWER TO REMAIN

EXISTING WALL MOUNTED SINK TO REMAIN

REMOVE EXISTING CASEWORK AND SEE PLUMBING FOR INSTRUCTION ON HOW TO

TERMINATE EXISTING UTILITIES.

REMOVE EXISTING AWNING AND ASSOCIATED FOOTINGS, DOOR AND FRAME ASSEMBLY,

AND PORTIONS OF EXISTING WALL ASSEMBLIES AS REQUIRED FOR NEW CONSTRUCTION.

REMOVE EXISTING DOOR AND FRAME ASSEMBLY, AND PORTIONS OF EXISTING WALL

ASSEMBLIES AS REQUIRED FOR NEW CONSTRUCTION.

CAREFULLY REMOVE EXISTING BRICK VENEER, PREP AND CLEAN FOR REUSE AT EXISTING

MASONRY VENEER LOCATIONS INDICATED TO BE PATCHED USING SALVAGED BRICK

MASONRY VENEER MATERIALS.

SAW-CUT AND REMOVE EXISTING CONCRETE SLAB IN THIS LOCATION TO MAKE WAY FOR

NEW RECESSED WALK-OFF MAT. SEE DETAIL 6/A5.1 FOR ADDITIONAL REQUIREMENTS

REMOVE EXISTING DOWNSPOUT

REMOVE EXISTING SINKS, URINALS, WATER CLOSETS, TOILET ACCESSORIES, TOILET

PARTITIONS, AND URINAL SCREENS.

REMOVE EXISTING SHOWER STALLS, WALLS, FLOORS, BASES, PLUMBING FIXTURES,

ACCESSORIES, ETC.

REMOVE WALL TILE AND BASE TO SUBSURFACE OF WALL FOR INSTALLATION OF NEW

SPECIFIED FINISHES.

REMOVE EXISTING GUTTERS AND DOWNSPOUTS.

REMOVE EXISTING COAL SHOOT.

REUSE EXISTING CONCRETE DOWNSPOUT BOOT

REMOVE PORTION OF EXISTING CHAIN LINK FENCE AND INSTALL NEW FENCE IN

LOCATIONS SHOWN ON A2.1

REMOVE EXISTING BOILER STACK IN ITS ENTIRETY INCLUDING SUB-GRADE FOUNDATION

SYSTEMS. BACKFILL AND COMPACT AREA TO BRING GRADE BACK UP TO EXISTING

ADJACENT GRADE. PROTECT EXISTING BUILDING ELEMENTS FROM DAMAGE DURING

DEMOLITION

REMOVE EXISTING FIRE RATED HOLLOW METAL WINDOWS. PATCH WALL AS REQUIRED TO

MAINTAIN REQUIRED 1 HOUR FIRE RATING AND AS REQUIRED SO THAT TRANSITION

BETWEEN NEW AND EXISTING MATERIALS IS NOT VISIBLE

REMOVE FLOOR SLAB FOR NEW ELEVATOR - SEE STRUCTURAL

REMOVE EXISTING CURTAIN WALL ASSEMBLY AS REQUIRED TO INSTALL NEW ELEVATOR

SHAFT. INSTALL NEW CURTAIN WALL ASSEMBLY AS INDICATED. SEE OPENING SCHEDULE.

REFER TO PLUMBING. INSTALL NEW SUMP PIT/PUMP AND INFILL EXISTING PIT.

EXISTING TELECOMMUNICATIONS ENTRANCE TO BE RECONFIGURED. PROTECT EXISTING

INCOMING FIBER/COPPER AND REINSTALL IN NEW CONDUIT. SEE ELECTRICAL.

CAREFULLY CUT AND SALVAGE EXISTING METAL WALL PANELS IN THIS AREA FOR

REINSTALLATION AT EXISTING TELECOMMUNICATIONS SERVICE ENTRANCE. SEE NEW

ELEVATIONS.

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A1.0

DEMOLITION

NOTES

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MARCH 2021

DCD/JBS

DCD, JGB

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 RESPONSIBILITY 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 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. COORDINATE ALL OUTAGES IN ADVANCE WITH THE

GOVERNMENT TO ENSURE ONGOING OPERATIONS ARE REASONABLY MAINTAINED.

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 RESPONSIBILITY 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…