FAKZ039172 - Type B3 Drawings SIGNED.pdf_safe.pdf

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

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TITLE SHEET

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FAKZ 039172 / 18138

MARCH 2023

ME

DCD

F-35: Weapons Load Crew Training Facility

Montgomery, AL

FAKZ 039172

187th Fighter Wing Dannelly Field -

AL ANG

ARCHITECTURALCIVIL STRUCTURAL MECHANICAL ELECTRICAL

SEAY SEAY & LITCHFIELD, P.C.

1115 SOUTH COURT STREET

MONTGOMERY, AL 36104

334-263-5162

PROFESSIONAL ENGINEERING CONSULTANTS

822 S MCDONGOUGH STREET

MONTGOMERY AL, 36104

334-262-7307

BLACKBURN DANIELS O'BARR

8805 COUNTY RD 40 E

LOWNDESBORO, AL 36752

334-265-0206

HHB ENGINEERS

104 JOSIE RUN

PRATTVILLE, AL 36066

334-358-2707

GUNN & ASSOCIATES, P.C.

3102 HIGHWAY 14

MILLBROOK, AL 36054

334-285-1273

Approvals:

Title: Signature: Date:

Base Commander

Base Civil Engineer

Base Project Engineer

Bio Environmental Eng.

Safety

Security Police

Base Communications

Fire Chief

Option #3

Schedule of Bid Options:

Security Barriers

Option #2

Aircraft Maintenance Compressed Air Systems

Option #1

Aircraft Maintenance Plane Power

Option #4

Demolish Building 1403

Landscape WallOption #5

Option #6 Bathroom Tile

Option #7 Underslab Vapor Barrier

No. Revision Date

David Donovan

Digitally signed by David Donovan DN: cn=David Donovan, o=SS&L, ou=SS&L, email=ddonovan@sslarch.com, c=US Date: 2023.04.28 11:45:56 -05'00'

Project Title

Job Number

Date

Drawn By

Checked By

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INDEX

W E

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FAKZ 039172 / 18138

MARCH 2023

ME

DCD

F-35: Weapons Load Crew Training Facility

Montgomery, AL

FAKZ 039172

187th Fighter Wing Dannelly Field - AL ANG

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

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

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

ENTIRE COURSE OF CONSTRUCTION.

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

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

DISCREPANCY OCCURS, NOTIFY ARCHITECT PRIOR TO FRAMING.

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

STRUCTURAL ELEMENTS.

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

ASSEMBLY.

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

UP TO STRUCTURE AS POSSIBLE.

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

BETWEEN COLUMN LINES AND BE CLEAN AND NEAT IN APPEARANCE.

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

GENERAL NOTES

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

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

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

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

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

WARNINGS, BARRICADES, ETC. AS REQUIRED PER CODES.

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

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

MAINTAINED.

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

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

10. REFER TO MECHANICAL FOR ADDITIONAL LOUVERS NOT TAGGED.

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

OF DISCIPLINES TO ACHIEVE.

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

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

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

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

ARCHITECT.

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

CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK.

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

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

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

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

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

DRAWING INDEX

SHEET NO. SHEET NAME

09 ELECTRICAL

E0.1 LEGEND & NOTES

E0.2 LEGEND & NOTES

E0.3 OVERALL BUILDING PLAN - LIGHTNING PROTECTION SYSTEM

E0.4 FIRST FLOOR PLAN HAZARDOUS CLASSIFICATION AREAS

E1.1 SITE PLAN

E2.1 FLOOR PLAN LIGHTING

E2.2 LIGHTING CONTROL DETAILS

E3.1 FIRST FLOOR PLAN POWER

E3.2 FIRST FLOOR PLAN MECHANICAL POWER

E3.3 FIRST FLOOR PLAN GROUNDING

E3.4 GROUNDING DETAILS

E3.5 EQUIPMENT SCHEDULE AND DETAILS

E4.1 FIRST FLOOR PLAN AUXILIARY

E5.1 LUMINAIRE SCHEDULE, DETAILS, & NOTES

E5.2 PANEL SCHEDULES & DETAILS 480/277V

E5.3 PANEL SCHEDULES - 208/120V

E6.1 SECURE DOOR DETAILS

E6.2 COMMUNICATIONS DETAILS & NOTES

E6.3 COMMUNICATIONS DETAILS & NOTES

E6.4 COMMUNICATIONS DETAILS & NOTES

E6.5 COMM ROOM DETAILS

E7.1 SINGLE LINE DIAGRAM - POWER

E7.2 ELECTRICAL GROUNDING DETAILS & NOTES

E7.3 PRIMARY SINGLE LINE

E7.4 TRANSFORMER DETAILS

10 FIRE ALARM

FA0.1 FIRE ALARM MATRIX AND GENERAL NOTES

FA0.2 FIRE ALARM RISER AND DETAILS

FA1.1 FIRE ALARM AND DETECTION NEW WORK PLAN

DRAWING INDEX

SHEET NO. SHEET NAME

07 MECHANICAL

M0.1 MECHANICAL LEGENDS AND GENERAL NOTES

M0.2 MECHANICAL SCHEDULES

M0.3 MECHANICAL SCHEDULES

M0.4 MECHANICAL DETAILS

M0.5 MECHANICAL DETAILS

M0.6 MECHANICAL DETAILS

M0.7 MECHANICAL DETAILS

M2.0 GEOTHERMAL SYSTEM SITE MAP

M2.1 FIRST FLOOR - MECHANICAL PLAN

M2.2 UPPER MECHANICAL PLAN - IR HEATING

M3.1 LARGE SCALE MECHANICAL PLANS - MEZZANINE

M3.2 LARGE SCALE MECHANICAL PLANS - MEZZANINE PIPING

M4.1 HVAC ELEVATIONS

M4.2 HVAC ELEVATIONS

M4.3 BUILDING SECTION

M4.4 BUILDING SECTION

M7.0 CONTROL DIAGRAM LEGEND AND GENERAL NOTES

M7.1 AHU-1 CONTROL DIAGRAM

M7.2 GEOTHERMAL PUMP CONTROL DIAGRAM

M7.3 COMPRESSED AIR SYSTEM CONTROL DIAGRAM

M7.4 TRAINING BAY HEATING AND VENTILATION CONTROL DIAGRAM

08 PLUMBING

P0.1 PLUMBING NOTES, LEGEND, AND SCHEDULES

P0.2 PLUMBING DETAILS

P0.3 PLUMBING DETAILS

P0.4 PLUMBING DETAILS

P2.1 FIRST FLOOR - PLUMBING PLAN

P3.1 LARGE SCALE PLUMBING PLANS - FIRST FLOOR

P3.2 LARGE SCALE PLUMBING PLANS - MEZZANINE

P4.1 GAS RISER DIAGRAM

P4.2 WASTE AND VENT RISER DIAGRAM

P4.3 WATER RISER DIAGRAM

DRAWING INDEX

SHEET NO. SHEET NAME

04 ARCHITECTURAL

A1.1 DEMOLITION FLOOR PLAN

A2.1 FIRST FLOOR PLAN

A2.2 ROOF PLAN

A2.3 WALL TYPE PLAN AND DETAILS

A2.4 ROOF DETAILS

A3.1 FINISH SCHEDULES

A3.2 DOOR SCHEDULE AND DETAILS

A3.3 DOOR DETAILS

A3.4 GLAZED OPENING SCHEDULE

A3.5 DOOR & WINDOW DETAILS

A3.6 GLAZED OPENING DETAILS

A3.7 LOUVER DETAILS

A4.1 ELEVATIONS

A4.2 ELEVATIONS

A5.1 BUILDING SECTION

A5.2 WALL SECTIONS

A5.3 SECTIONS

A5.4 SECTION CALLOUTS

A6.1 ENLARGED FLOOR PLANS, ELEVATIONS, AND DETAILS

A8.1 REFLECTED CEILING PLAN

05 STRUCTURAL

S0.1 GENERAL NOTES - SCHEDULES - TYPICAL DETAILS

S0.2 TYPICAL DETAILS

S1.1 FIRST FLOOR AND FOUNDATION PLAN

S1.2 MEZZANINE & ROOF FRAMING PLAN

S2.1 SECTIONS AND DETAILS

S2.2 SECTIONS AND DETAILS

S2.3 SECTIONS AND DETAILS

S2.4 SECTIONS AND DETAILS

06 FIRE PROTECTION

FX0.1 FIRE SPRINKLER GENERAL NOTES

FX1.1 FIRE SPRINKLER NEW WORK PLAN

FX1.2 FIRE SPRINKLER DETAILS

DRAWING INDEX

SHEET NO. SHEET NAME

00 TITLE

T1.0 TITLE SHEET

T1.1 INDEX

T2.0 GENERAL WORK NOTES, ABBREVIATIONS & SYMBOLS

T3.0 TYPICAL MOUNTING HEIGHTS & CLEARANCES

01 LIFE SAFETY

LS1.0 LIFE SAFETY

LS2.0 LIFE SAFETY EVALUATION

02 LANDSCAPE

L1.0 LANDSCAPE SITE PLAN

L2.0 ENLARGED LANDSCAPE SITE PLAN & DETAILS

03 CIVIL

C1.1 SITE DEMOLITION PLAN

C1.2 BUILDING 1403 SITE DEMOLITION PLAN

C2.1 SITE LAYOUT PLAN

C3.1 SITE GRADING & DRAINAGE PLAN

C3.2 BUILDING 1403 SITE GRADING & DRAINAGE PLAN & EROSION

CONTROL 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

C10.1 SITE DETAILS

C11.1 SITE DETAILS

No. Revision Date

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

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Project Title

Job Number

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GENERAL WORK

NOTES,

ABBREVIATIONS &

SYMBOLS

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FAKZ 039172 / 18138

MARCH 2023

ME

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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 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 FIRE WALLS 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

IN

PAPER TOWEL

DISPENSER

MIRROR

SOAP

DISPENSER

ROBE

HOOK

TO

TO

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

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

16" - 18"

M

IN

M

AX

12 MIN

36 MIN.

HORIZONTAL

GRAB BAR

TYPICAL ADA MOUNTING HEIGHTS (UNLESS OTHERWISE NOTED)

" 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

IN12" 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

TO

F

IR

E

EX

TI

N G

U

IS

H

ER

H

AN

D

LE

'-6

" M

AX

A D

A M

AX

" M

AX

FIRE

EXTINGUISHER

CABINET

ADA ELECTRIC

WATER COOLER

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

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

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

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T el . 3

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A R

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IT

E

C T

U R

E

I N

T E

R

IO

R D

E

SI

G N

T3.0

TYPICAL

MOUNTING

HEIGHTS &

CLEARANCES

W E

A P

O N

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O A

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IN

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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

2 ADA DOOR OPENING MANEUVERING CLEARANCES

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

5 TYPICAL SIGNAGE MOUNTING DIAGRAM

HANDICAP ACCESSIBLE EXIT LOCATION

EXIT TRAVEL PATH

ELECTRIC WATER COOLER - SEE PLUMBINGEWC

EMERGENCY EXIT SIGNAGE

LIFE SAFETY LEGEND

FIRE EXTINGUISHER ON BRACKET

(TYPE 4A:80B:C)

FEB

ROOM TAG

ROOM NAME

150 SF

BUSINESS B OCCUPANCY GROUP (IBC 2018)

50 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

500 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD (NFPA 101)

OCCUPANT LOAD

REQUIRED DOOR WIDTH

REQUIRED STAIR WIDTH

SMOKE PARTITION TO EXTEND FROM TRUE

FLOOR TO UNDERSIDE OF TRUE ROOF

ABOVE. SEE PLAN FOR LOCATION OF

SMOKE PARTITION VERSUS FIRE RATED WALL

CONSTRUCTION.

BUSINESS B OCCUPANCY GROUP (IBC 2018)

15 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

150 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD (NFPA 101)

1-HR RATED WALL ASSEMBLY

UL NO. U905

STORAGE S-1 OCCUPANCY GROUP (IBC 2018)

500 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD (NFPA 101)

FIRE EXTINGUISHER CABINET

(TYPE 2A:10B:C)

FEL

STORAGE S-1 OCCUPANCY GROUP (IBC 2018)

500 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD (NFPA 101)

6743 SF

S-1 (HANGAR)

584 SF

S-1 (STORAGE)

487 SF

BUSINESS

(MECHANICAL)

651 SF

BUSINESS

(COLLABORATION)

114 SF

BUSINESS

(UNCONCENTRATED) 432 SF

BUSINESS

(CONCENTRATED)

905 SF

BUSINESS

(UNCONCENTRATED)

2 OCCUPANTS

1 OCCUPANT

1 OCCUPANT

1 OCCUPANT

44 OCCUPANTS

4 OCCUPANTS

9 OCCUPANTS

1 OCCUPANT

14 OCCUPANTS

0.6 44

0.6

0.45

0.45

6.75

1.8

0.

4.35

4.2

0.3

1 OCCUPANT

FEB

FEB

FEB

EWC

FEC

FEC

FEB

FEB

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

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SL

A R

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A R

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IT

E

C T

U R

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I N

T E

R

IO

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LS1.0

LIFE SAFETY

W E

A P

O N

S L

O A

D C

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W T

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IN

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1/8" = 1'-0"LS1.0

1 LEVEL 1

FIRST FLOOR PLAN CODE CALCULATIONS

Name

Occupancy Calculations Egress Width Calculations

Area (SF)

Occupancy Factor (SF per Occupant)

Factor Type

Total Occupant

Load (Occupants)

Other Egress Component

Width

Calculated Width (Other

Egress Components)

(Inches)

Required Egress Width

(Inches)

BUSINESS (COLLABORATION) 651 SF 15 SF NET 44.00 0.2 8.80 44

BUSINESS (CONCENTRATED) 432 SF 50 SF NET 9.00 0.2 1.80 44

BUSINESS (MECHANICAL) 487 SF 500 SF NET 1.00 0.2 0.20 44

BUSINESS (UNCONCENTRATED) 114 SF 150 SF GROSS 1.00 0.2 0.20 44

BUSINESS (UNCONCENTRATED) 905 SF 150 SF GROSS 7.00 0.2 1.40 44

S-1 (HANGAR) 6743 SF 500 SF GROSS 14.00 0.2 2.80 44

S-1 (STORAGE) 584 SF 500 SF GROSS 2.00 0.2 0.40 44

9916 SF 78.00 15.60

PLUMBING FIXTURE CALCULATIONS

Name Male

Occupancy Female

Occupancy

MALE

WATER

CLOSETS

FEMALE

WATER

CLOSETS MALE LAV

FEMALE

LAV

DRINKING

FOUNTAINS

BUSINESS 4 1 0.16 0.04 0.1 0.025 0.05

4 1 0.16 0.04 0.1 0.025 0.05

1/8" = 1'-0"LS1.0

2 MECHANICAL MEZZANINE

PLUMBING FIXTURE CALCULATIONS ARE BASED UPON UTA OCCUPANCY OF 5 PERSONNEL

AND 80% MALE OCCUPANCY RATES IN ACCORDANCE WITH ANGETL 15-01-00

No. Revision Date

GENERAL NOTE

REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL HAZARD

CLASSIFICATIONS.

Project Title

Job Number

Date

Drawn By

Checked By

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E

C T

U R

E

I N

T E

R

IO

R D

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SI

G N

LS2.0

LIFE SAFETY

EVALUATION

W E

A P

O N

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O A

D C

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IN

IN

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APPLICABLE CODES:

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

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

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

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

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

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

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

ACCESSIBILITY CODE......2010 ADA STANDARDS

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

UFC 4-211-01, 13 APRIL 2017, AIRCRAFT MAINTENANCE HANGARS, WITH CHANGE 3

SUNDOWN POLICY FOR FOAM FIRE SUPPRESSION SYSTEMS, CHANGE 2,

29 DECEMBER-22

NFPA 409

NFPA 101

AIRCRAFT HANGAR NOTES:

PROVIDE HANGAR CONSTRUCTION, LIFE SAFETY, AND FIRE DEPARTMENT ACCESS IN ACCORDANCE WITH UFC 3-600-01 EXCEPT WHERE ADDITIONAL REQUIREMENTS ARE ADDED BY UFC 4-211-01.

USE NATIONAL FIRE PROTECTION AGENCY NFPA 409 ONLY WHERE EXPLICITLY NOTED.

IF THERE IS A CONFLICT, UFC 4-211-01 SUPERSEDES UFC 3-600-01 AND NFPA STANDARDS.

AIRCRAFT HANGAR CLASSIFICATION (NFPA 409): GROUP III

SUNDOWN POLICY CLASSIFICATION: TIER 2 FACILITY

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

NFPA 101 CHAPTER 6:

HANGAR BAY

IBC SECTION 311: STORAGE GROUP S-1

NFPA 101 CHAPTER 40: INDUSTRIAL

SUPPORT AREAS

IBC SECTION 304 & 311: BUSINESS GROUP B & STORAGE GROUP S-2

NFPA 101 CHAPTER 38 & 42: BUSINESS & STORAGE

IBC CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS:

� NOT APPLICABLE

IBC CHAPTER 5 - GENERAL BUILDING HEIGHTS & AREAS:

� CONSTRUCTION TYPE = II-B, SPRINKLED, GROUP S-1 B, SEPARATED

� ALLOWABLE BUILDING HEIGHT (PER TABLE 504.3)

GROUP S-1 - 75 FEET ABOVE GRADE PLANE

GROUP B - 75 FEET ABOVE GRADE PLANE

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

GROUP S-1 - 3 STORIES ABOVE GRADE PLANE

GROUP B - 4 STORIES ABOVE GRADE PLANE

� TABULAR BUILDING AREA (PER TABLE 506.2)

GROUP S-1 - 70,000 SQUARE FEET

ACTUAL GROUP S-1 AREA = 6,786 SQUARE FEET

GROUP B - 92,000 SQUARE FEET

ACTUAL GROUP B AREA = 3,183 SQUARE FEET

� ALLOWABLE BUILDING AREA (PER SECTION 506.2)

S-1 = 6,786/70,000 = .097 B = 3,183/92,000 = .035

.097+.035 = .132, SUM OF RATIOS IS LESS THAN 1

� FIRE SEPARATION REQUIREMENTS SEPARATED OCCUPANCIES

OCCUPANCIES RATING (HR)

B | S-1 0

� PROTECTION FROM HAZARDS PER NFPA 101

38.3.2-PROVIDE SMOKE PARTITIONS TO SEPARATE BUSINESS FROM STORAGE WHEN

FIRE SUPPRESSION IS PROVIDED. SEE PLAN FOR LOCATION OF SMOKE PARTITIONS.

IBC CHAPTER 6 TYPES OF CONSTRUCTION:

� CONSTRUCTION TYPE: II-B

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

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

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

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

FLOOR CONSTRUCTION AND SECONDARY MEMBERS...0 HOUR

ROOF CONSTRUCTION AND SECONDARY MEMBERS....0 HOUR

� REQUIRED FIRE RATING (PER TABLE 602)

OCCUPANCY FIRE SEPARATION REQ.

TYPE (ACTUAL) SEPARATION

B GREATER THAN 10'-0" 0 HR

S-1 GREATER THAN 10'-0" 0 HR

NFPA 409 8.2.1/UFC 4-211-01 3-3.1.8 REQUIRES MINIMUM SEPARATION OF 50'-0"

SEPARATION BETWEEN BUILDINGS IS A MINIMUM OF 52'-11".

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

� FINISH MATERIAL RATING REQUIREMENTS (PER NFPA 101)

INDUSTRIAL (CHAPTER 40)

WALLS & CEILINGS

EXITS AND EXIT ACCESS CORRIDORS - CLASS A OR B (40.3.3.2 / 7.1.4)

ALL OTHER AREAS - CLASS A, B, OR C (40.3.3.2)

FLOORS

EXITS AND EXIT ACCESS CORRIDORS - CLASS I OR II (40.3.3.3.1)

ALL OTHER AREAS - CLASS I OR II (40.3.3.3.1 / 10.2.7)

BUSINESS (CHAPTER 38)

WALLS & CEILINGS

EXITS AND EXIST ACCESS CORRIDORS - CLASS A OR B (38.3.3.2.1)

ALL OTHER AREAS - CLASS A, B, OR C (38.3.3.2.2)

FLOORS

EXITS AND EXIT ACCESS CORRIDORS - CLASS I OR II (38.3.3.3.2)

ALL OTHER AREAS - CLASS I OR II (38.3.3.3.3 / 10.2.7)

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

� SECTION 9-1 - EMERGENCY VEHICLE ACCESS

1. FACILITY DOES REQUIRE ALL-WEATHER EMERGENCY VEHICLE GROUND ACCESS IN

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

PROVIDED.

2. FACILITY DOES NOT REQUIRE AERIAL APPARATUS ACCESS IN ACCORDANCE WITH 9-1.2

� SECTION 9-2 - FIRE FLOW FOR FACILITIES

1. THE FIRE FLOW FOR THE FACILITY IS 1,000 GPM @ 20PSI FOR 2 HOURS IN ACCORDANCE

WITH UFC 3-600-01 9-2.1 AND NFPA 1.

� SECTION 9-3 - SERVICE MAINS AND LATERALS

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

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

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

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

B. SPACE BETWEEN FIRE HYDRANTS AT EXTERIOR STORAGE LOCATION DOES NOT EXCEED

300 FT.

3. UFC 4-211-01 3-6.3.2 ADDITIONAL REQURIEMENTS

A. HYDRANTS PROTECTING THE BUILDING ARE LOCATED AT MAXIMUM INTERVAL OF 300 FT

B. AT LEAST ONE HYDRANT IS LOCATED WITHIN 100 FT. OF EACH CORNER OF THE BUILDING.

� 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. FIRE EXTINGUISHERS ARE PROVIDED, SEE PLANS FOR LOCATIONS

� SECTION 9-18 FIRE ALARM SYSTEMS

1. PER 9-18.1 A FIRE ALARM SYSTEM IS REQUIRED. THE FACILITY WILL BE PROVIDED WITH

COMBINATION FIRE ALARM/MASS NOTIFICAITON SYSTEM.

NFPA CHAPTER 40 (REPLACES IBC CHAPTER 10) - MEANS OF EGRESS:

� OCCUPANCY LOAD (PER TABLE 7.3.1.2):

SEE OCCUPANCY TABLE

� EGRESS CAPACITY SIZING (PER TABLE 40.3.3.1)

SEE CODE CALCULATIONS TABLE(S)

SEE LIFE SAFETY PLAN FOR INDIVIDUAL ROOM EGRESS ANALYSIS

� MINIMUM STAIR WIDTH (PER SECTION 40.3.3.1)

SEE CODE CALCULATIONS TABLE(S)

� NUMBER OF MEANS OF EGRESS (PER UFC 4-211-01, 3-3.1.9)

TOTAL NUMBER OF EXITS REQUIRED FOR GROUP S-1 WITHIN HANGAR BAY

� PROVIDE EXITS AROUND ENTIRE PERIMETER OF HANGAR BAY AT MAX

SPACING OF 150'-0".

� PROVIDE EXIT DOORS WITHIN 20'-0" OF EACH END OF THE HANGAR BAY

DOOR OPENING IN LIEU OF 150'-0".

� SUPPORT AREAS MAY NOT EXIT THROUGH THE HANGAR BAY WITH THE

EXCEPTION OF NORMALLY UNOCCUPIED ROOMS LESS THAN 100 SF.

� PROVIDE EACH REQUIRED EXIT FROM THE HANGAR BAY WITH PANIC

HARDWARE AND SWING THE DOOR IN THE DIRECTION OF EGRESS TRAVEL

TOTAL NUMBER OF EXITS REQUIRED FOR GROUP B

BUSINESS OCCUPANCY (CHAPTER 38)

GROUND FLOOR - 1 EXIT REQUIRED, PROVIDED THAT EXIT CAN BE REACHED

WITHIN THE DISTANCE PERMITTED AS A COMMON PATH OF TRAVEL.

� COMMON PATH OF EGRESS TRAVEL DISTANCE

INDUSTRIAL OCCUPANCY (CHAPTER 40)

0 FT FOR HIGH HAZARD AREAS PER TABLE 40.2.5.1

100 FT FOR ORDINARY HAZARD AREAS PER TABLE 40.2.5.1

BUSINESS OCCUPANCY (CHAPTER 38)

100 FT (WHEN SERVING LESS THAN 50 OCCUPANTS) PER 38.2.5.2.1

� EXIT ACCESS TRAVEL DISTANCE

INDUSTRIAL OCCUPANCY (CHAPTER 40)

75 FT FOR HIGH HAZARD AREAS PER TABLE 40.2.6.1

250 FT FOR ORDINARY HAZARD AREAS PER TABLE 40.2.6.1

BUSINESS OCCUPANCY (CHAPTER 38)

300 FEET PER 38.2.6.3

� CORRIDORS

OCCUPANCY TYPE ( INDUSTRIAL AND BUSINESS) REQUIRES:

NO FIRE RATING REQUIRED FOR CORRIDOR WALLS

SEE LIFE SAFTEY PLAN FOR LOCATIONS OF RATED WALLS

MINIMUM CORRIDOR WIDTH

INDUSTRIAL OCCUPANCY (CHAPTER 40)

36 INCHES PER 40.2.3.2

MINIMUM CORRIDOR WIDTH

BUSINESS OCCUPANCY (CHAPTER 38)

44 INCHES PER 38.2.3.2

DEAD END CORRIDORS

INDUSTRIAL OCCUPANCY (CHAPTER 40)

MAXIMUM OF 50 FEET FOR ORDINARY HAZARD AREAS PER NFPA 101

40.6.4

NOT PERMITTED FOR HIGH HAZARD AREAS PER NFPA 101 42.6.3

BUSINESS OCCUPANCY (CHAPTER 38)

MAXIMUM OF 50 FEET PER 38.2.5.2.1

MISCELLANEOUS PROVISIONS

UFC 4-211-01, 3-3.1.10, PROVIDE DRAFT CURTAINS IN ACCORDANCE WITH NFPA 409

� NFPA 409 DOES NOT REQUIRE DRAFT CURTAINS IN GROUP III HANGARS .

UFC 4-211-01, 3-3.1.11, EXTERIOR FIREFIGTHING ACCESSIBLITY IS PROVIDED ON THE NORTH

AND SOUTH SIDE OF THE FACILITY

UFC 4-211-01, 3-3.2.3, EXTERIOR WALLS IN HANGAR BAY IS CONSTRUCTED WITH CMU UP TO

AT LEAST 10' AFF.

UFC 4-211-01, 3-3.1.12, HANGAR DOOR HAS ABILITY TO OPERATE UNDER EMERGENCY

CONDITIONS

No. Revision Date

IBC CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES:

� MAXIMUM EXTERIOR WALL OPENINGS (PER IBC SECTION 705)

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

NORTH ELEVATION UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT 39%

SOUTH ELEVATION UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT 50%

EAST ELEVATION UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT 36%

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

� FIRE BARRIERS (PER NFPA 8.3.2)

A 1-HOUR FIRE RATED WALL IS PROPOSED BETWEEN THE LOAD CERTIFICATION BAY AND ALL ADJACENT SPACES

PER UFC 4-211-01 3-3.1.3.

A 1-HOUR FIRE RATED WALL IS PROPOSED SURROUNDING THE FIRE PROTECTION ROOM PER UFC 4-211-01 3-6.7.

� SHAFT ENCLOSURE (PER NFPA 8.3.1 / 7.3.1.2)

NO SHAFTS ARE PRESENT WITHIN THE SCOPE OF THE PROJECT

� OPENING PROTECTIVES (PER NFPA 8.3.4)

TYPE OF ASSEMBLY ASSEMBLY RATING REQUIRED OPENING

PROTECTION (DOOR/SIDELITE)

FIRE BARRIER 1 HR 3/4 HR / 3/4 HR

� CONCEALED SPACES (PER SECTION 718)

NOT APPLICABLE

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

AMU

WEAPONS LOAD TRAINING

EXISTING FENCE TO REMAIN.

SEE CIVIL.

NEW SECTION OF FENCE.

CONNECT TO EXISTING FENCE LINE AND

NEW WALL.

L2.0

L2.0

L2.0

L2.0

1222 1 2 2 2 2 2 1

LEGEND

AREA TO RECEIVE

GRASS SOD

ASPHALT- SEE CIVIL

CONCRETE PAVERS

- SEE CIVIL

CONCRETE PAVING

- SEE CIVIL

NOT IN SCOPE

CONCRETE EDGE BAND

- SEE CIVIL

SITE FURNITURE

DASHED LINE

INDICATES EXTENTS

OF PROJECT SCOPE

1 SPECIFIC NOTE TAG

INDICATES FUTURE

CONSTRUCTION

(NOT IN SCOPE)

SPECIFIC NOTES:

1 2 3 4PROVIDE CAST STONE BENCH WITH WOOD

BACKLESS SEAT. SEE 4/L2.0

REFER TO SPECIFICATION SECTION 01 2300 BID OPTIONS.

IF BID OPTION IS NOT AWARDED, INSTALL CHAIN LINK

FENCING IN THIS LOCATION.

NEW REMOVABLE BOLLARDS AND BOLLARD HOLDER.

SEE DETAILS AND SPECIFICATIONS.

PROVIDE 48" LONG CAST STONE BENCH. SEE 4/L2.0

Sheet Number

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L1.0

LANDSCAPE SITE

PLAN

W E

A P

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FAKZ 039172 / 18138

MARCH 2023

ME

DCD

1" = 20'-0"L1.0

1 SITE PLAN

0' 20' 50' 100'

0' - 1"

EQ EQ

WRAP BRICK AROUND JAMBS (TYPICAL)

GATES - PROVIDE DIAGONAL BRACING AS REQUIRED

HEAVY DUTY HINGES BY GATE MANUFACTURER

SLIDE BOLT BY GATE MANUFACTURER

CANE BOLT BY GATE MANUFACTURER

RECESSED STRIKE EMBEDDED IN CONCRETE (TYPICAL)

0' - 5" 0' - 5"

L2.0

Sim

4" MAXIMUM

EDGE OF ADJACENT BUILDING

5"x5"x3/8" STEEL TUBE, FILL

WITH CONCRETE

1/2" PEJ, ALL SIDES

PAVING - SEE CIVIL

SLOPE TOP OF CONCRETE AWAY

FROM STEEL TUBE

STONE CAP INSTALL SEALANT AT ALL WALL

CAP JOINTS

WRAP BRICK AROUND JAMBS

0' - 4" 0' - 4"

CONCRETE FOOTING

4" FENCE SLAT

4"X4"X1/4" GATE FRAMING

EQUAL TO ROCKCAST SL200

STAINLESS STEEL PINS

GROUT-FILLED 8" CMU

WEEP

TERMINATION BAR AND SEALANT

MORTAR NET

METAL DRIP EDGE

12" GROUT-FILLED CMU

CAST STONE

WEEP

TERMINATION BAR AND SEALANT

MORTAR NET

METAL DRIP EDGE

GROUT FILL

FINISH GRADE - SEE CIVIL

PEJ

CONCRETE PAVING -

SEE CIVIL

2' - 6"

BRICK

EPOXY COATING

EPOXY PAINT

4" CMU

EQUAL TO ROCKCAST CO100

STAINLESS STEEL THROUGH WALL FLASHING WITH

3/4" HEMMED DRIP EDGE (BOTH SIDES) , SET IN

FULL BED OF SEALANT

0' - 0 7/8"

SLOPE

DAMP-PROOFING

DAMP-PROOFING

" A

B O

V E

FI

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IS

H F

LO

O

R

#5 @ EACH JAMB & @ 24" O.C. CENTERED.

FILL CELLS SOLID WITH CONCRETE FULL

HEIGHT OF WALL AT LOCATION OF #5 BARS

S

PL

IC

E

D

IA

S

PL

IC

E

(3) #5 CONTINUOUS

TOPE & BOTTOM WITH #

4 @ 18" O.C.

CONTINUOUS HORIZONTAL MASONRY JOINT

REINFORCEMENT @ 16" O.C. (TYPICAL)

CONTINUOUS U-BLOCK WITH #

5 TOP & BOTTOM

FILL ALL CELLS WITH

CONCRETE BELOW GRADE

V A R

IE

S

S

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C

IV

IL

EQUAL TO LANDSCAPE FORMS UNIVERSE

SYSTEM BACKLESS (25" AND 71" UNITS)

(SEE LANDSCAPE PLAN FOR LOCATIONS)

CASTSTONE BENCH EQUAL TO

SOCRATES BY LANDSCAPE FORMS

PAVERS - SEE SPECS

SAND LEVELING BED

CONCRETE PAVING

BASE - SEE CIVIL

LIME-STABILIZED SUBGRADE

PEJ

CURB AND GUTTER - SEE CIVIL

ASPHALT PAVING - SEE CIVIL

3/4" CHAMFER TYPICAL

0' - 2"

/4

CONCRETE ENCASEMENT

STEEL PIPE SLEEVE

TOP OF FINISH GRADE

OR SURFACE MATERIAL

1/2" DIA. STEEL ROD

6" SCH 40 STEEL PIPE

GRIND SMOOTH ALL

ROUGH AREAS AND EDGES

1' - 6" MIN DIA.

PERMANENTLY HINGED TOP

COVER PLATE

S

EE

C

IV

IL

CONCRETE RETAINING

WALL - SEE CIVIL

3/8" PEJ WITH SEALANT

S

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C

IV

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1-1/2" X 1 1/2" STEEL TUBE

1-1/2" X 1-1/2" STEEL TUBE, SPACE 4'-0"

O.C.

5/8" SOLID STEEL BALUSTRADE 4" O.C.

MAX

SOLID STEEL BAR

J.B. NO. 203 (STEEL)

CORE CONCRETE DIAMETER & DEPTH PER

DESIGN REQUIREMENTS, SECURE WITH

EPOXY GROUT

M

IN

IM

U M

M

IN

IM

U M

PAINTED STEEL GUARDAIL - SEE ELEVATION

CONCRETE PAVING - SEE

CIVIL

CONCRETE RETAINING

WALL - SEE CIVIL

3/8" PEJ WITH SEALANT

CORE CONCRETE DIAMETER & DEPTH PER

DESIGN REQUIREMENTS, SECURE WITH

EPOXY GROUT

PAINTED STEEL GUARDAIL - SEE ELEVATION

CONCRETE WALK - SEE CIVIL

SECTION ELEVATION

S

EE

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V A R

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S

CONCRETE WALK - SEE CIVIL

3/8" PEJ WITH SEALANT

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L2.0

ENLARGED

LANDSCAPE SITE

PLAN & DETAILS

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FAKZ 039172 / 18138

MARCH 2023

ME

DCD

1/2" = 1'-0"L2.0

2 DECORATIVE FENCE GATE

1" = 1'-0"L2.0

3 DECORATIVE FENCE SECTION

1" = 1'-0"L2.0

1 LANDSCAPE WALL

1" = 1'-0"L2.0

4 RAISED PLANTER SECTION - BID OPTION

1" = 1'-0"L2.0

5 Removable Bollard Detail

1" = 1'-0"L2.0

6 GUARDRAIL DETAIL

PROVIDE SECOND SLEEVE WITH

HINGED COVER PLATE AT

BOLLARD HOLDER - SEE CIVIL

A1.12

A1.1

A1.1

A1.1

DEMOLISH BUILDING 1403 IN ITS ENTIRETY - SEE BID OPTIONS

DEMOLISH BUILDING 1403 IN ITS ENTIRETY - SEE BID OPTIONS

DEMOLISH BUILDING 1403 IN ITS ENTIRETY - SEE BID OPTIONS

DEMOLISH BUILDING 1403 IN ITS ENTIRETY - SEE BID OPTIONS DEMOLISH BUILDING 1403 IN ITS ENTIRETY - SEE BID OPTIONS

LEGEND:

EXISTING TO BE DEMOLISHED -

REFER TO BID OPTIONS

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DEMOLITION

FLOOR PLAN

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MARCH 2023

ME

DCD

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

1 B1403 DEMOLITION PLAN

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

2 1403 EAST DEMOLITION ELEVATION

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

3 B1403 SOUTH DEMOLITION ELEVATION

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

4 WEST DEMO ELEVATION

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

5 B1403 NORTH DEMOLITION ELEVATION

General Demolition Notes:

THE INTENT OF DEMOLITION IS TO ACCOMPLISH ALL WORK

NECESSARY TO REMOVE EXISTING BUILDING 1403 IN ITS

ENTIRETY INCLUDING ALL FOOTINGS, FOUNDATIONS, ETC...

REFER TO CIVIL DRAWINGS TO FOR EXTENT OF SITE PAVING

AND SITE UTILITY DEMOLITION.

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 DISCREPANCIES 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. 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.

5. 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 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.

A5.1

A5.1

274 SF

ENTRY

VESTIBULE

4258 SF

LOAD

CERTIFICATION

BAY

582 SF

CLASSROOM

A4.1

A4.1 2

A4.2

A4.22

171 SF

VESTIBULE

56 SF

MENS

2267 SF

TRAILER

STORAGE

57 SF

WOMENS

HATCHED AREA INDICATES

LOCATION OF MECHANICAL

MEZZANINE ABOVE

1.36%

0.

1.37%

0.

A5.2

A5.2

1 1

108 107

2 2

3 3

4 4

5 5

61 SF

VEST.

51 SF

STORAGE

A H

0.1 0.1

C

K

A6.1 7

A6.1

A5.3

107 SF

COMM

107 SF

ELEC

107 SF

FIRE

PROTECTION

31 SF

JAN

454 SF

TOOL STORAGE

350 SF

OFFICE SUITE

154 SF

KITCHENETTE

88 SF

CHIEF OFFICE

A3.3

A5.3

B

E F

D G

10' 0" MAINTENANCE

CLEARANCE

MCJ MCJ

MCJ

MCJ

LEGEND:

DOOR - SEE DOOR SCHEDULE

101 DOOR TAG - SEE DOOR SCHEDULE

ROOM NAME

101 ROOM TAG

A101

SIM

SECTION TAG

DASHED LINE INDICATES ROOF ABOVE

X SPECIFIC NOTE TAG

WALK OFF MAT

OPENING TAG - SEE OPENING SCHEDULE

MASONRY CONTROL JOINT

- SEE ELEVATIONS FOR LOCATIONS OF

MCJ ON EXTERIOR WALL ASSEMBLIES

MCJ

X

TAG - SEE LOUVER SCHEDULEX

A5.1

A5.2

H

941 SF

MECHANICAL

MEZZANINE

A2.3

A5.2

Sim

SPECIFIC NOTES:

6" WIDE PAINTED RED STRIPE. COORDINATE EXACT

LOCATION WITH CONTRACTING OFFICER

REPRESENTATIVE ON SITE.

PAINTED YELLOW STOP BAR 36" X 12". COORDINATE

EXACT LOCATION WITH CONTRACTING OFFICER

REPRESENTATIVE ON SITE.

PAINTED GREEN STRIPING 48" X 48" SQUARE

CENTERED ON EMERGENCY FIXTURE.

HANGAR DOOR SAFETY STRIPING

6" YELLOW BORDER x LENGTH OF DOOR x 5'-0" WIDE.

PROVIDE 6" YELLOW DIAGONAL LINES AT 48" O.C.

PROVIDE TEXT "DANGER" IN 12" HIGH LETTER AT EACH CORNER.

VISUAL DISPLAY BOARD - SEE SPECS. PROVIDE

10' LONG BOARDS IN ROOMS 1110 AND 1140.

6' LONG BOARD (FIELD VERIFY) IN ROOM 1273.

6 6" PAINTED YELLOW LEAD IN LINE

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A2.1

FIRST FLOOR PLAN

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FAKZ 039172 / 18138

MARCH 2023

ME

DCD

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

1.1 FIRST FLOOR PLAN

0' 4' 8' 16' 32' 1/8" = 1'-0"A2.1

1 MEZZANINE PLAN

0' 4' 8' 16' 32'

MCJ

NOTES:

NO FIXED BUILDING ELEMENTS MAY BE LOCATED WITHIN THE INDICATED

10' - 0" MAINTENANCE CLEARANCE. GENERAL CONTRACTOR TO

COORDINATE MAINTENANCE CLEARANCE WITH ALL SUB CONTRACTORS.

A5.2

A5.2

DS

DS

DS

DS

DS

DS

DS

A2.2

3/4" / 1'-0"

1/2" / 1'-0"

1/2" / 1'-0"

A2.4

A2.4

A2.4

Sim

A2.4

Sim

VTR

A2.4

Sim

VTR

VTR

VTR

VTR

A2.4

Sim

A2.4

Sim

A2.4

VTR VTR

VTR VTR VTR

A2.4

ROOF PLAN LEGEND

STANDING SEAM METAL ROOF

(LINES FOR SEAMS ON METAL ROOF TYPES,

REFER TO SPECS FOR PANEL SIZES)

DOWNSPOUT + BOOTS (BOOTS NOT SHOWN)DS

VTR VENT THROUGH ROOF - SEE MECHANICAL/ PLUMBING

NOTE 1 - LOCATE ALL PENETRATIONS THROUGH METAL ROOF PANELS AT MIDPOINT IN ROOF PANEL

NOTE 2 - REFER TO ELECTRICAL FOR LIGHTNING PROTECTION - COORDINATE AS REQUIRED

GENERAL NOTES

17' - 4"

A5.4

A3.7

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ROOF PLAN

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FAKZ 039172 / 18138

MARCH 2023

ME

DCD

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

1 ROOF PLAN

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

2 PREFABRICATED ALUMINUM CANOPY

RC

RC

1 1

2 2

3 3

4 4

A

A

H

H

274 SF

ENTRY

VESTIBULE

4258 SF

LOAD

CERTIFICATION

BAY

171 SF

VESTIBULE

56 SF

MENS

2267 SF

TRAILER

STORAGE

57 SF

WOMENS

108 107

61 SF

VEST.

51 SF

STORAGE

0.1

C

N 12

N8

N8

N8

N8

N8

N8

N8N8

N8

N8

N8N8

N8 N8

N8 N8

N8

N 12

N 12

N8

N8

A3.3

B

B

E F

D G

1' - 2"

119' - 0"

1' - 2" 16' - 8" 24' - 0" 24' - 0" 24' - 0"

5' - 4" 3' - 5"

6' - 1" 2' - 9"

8' - 1"

0' - 9"

4' - 7"

0' - 11"0' - 7"

11' - 3"

3' - 0" 13' - 10" 3' - 9"

8' - 0"

2' - 0"

29' - 8" 12' - 3"

1' - 0"

2' - 0"

2' - 8"

118' - 9"

4' - 8"

1' - 6"

16' - 8" 6' - 4" 6' - 4" 56' - 6" 2' - 11"

8' - 0" 1' - 8"

1' - 5"

7' - 10" 7' - 9"

17' - 1"

8' - 4"

5' - 8"

28' - 3" 28' - 3"

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

XX

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

N 12

A2.3

A2.3

A3.7

1/2" x 3" RAILS SPACED TO ALLOW

24" CLEAR BETWEEN RAILS

3/4" MINIMUM DIAMETER 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

PROVIDE REMOVABLE CHAIN

ACCROSS LADDER OPENING

ADJACENT REMOVABLE

GUARDRAIL BEYOND

VERTICAL RAIL SUPPORT

BRACKET FASTEN AS REQUIRED

GUARDRAIL BRACKET, BEYOND

24"

10' - 6 1/2"

0' - 7"

EXPANSION BOLT TO FLOOR AND

MEZZANINE AS REQUIRED

TY

PI

C A L

CONTINUE STUDS AND GYPSUM BOARD

TO UNDERSIDE OF STRUCTURE ABOVE

BATT INSULATION

GYPSUM WALL BOARD

METAL STUD FRAMING

AS REQUIRED

BOND BEAM - SEE

STRUCTURAL

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A2.3

WALL TYPE PLAN

AND DETAILS

W E

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FAKZ 039172 / 18138

MARCH 2023

ME

DCD

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

1 WALL TYPE PLAN

N12 11 5/8" N8 7 5/8"

TYPE PARTITION THICKNESS

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

2 PARTITION TYPE N

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

3 MEZZANINE WALL TYPE PLAN

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

5 Ladder Detail 1 1/2" = 1'-0"A2.3

4 Detail 8

SILICONE SEALANT AROUND CUT OF BOOT

EPDM RUBBER PIPE FLASHING

BUTYL TAPE BENEATH BASE AND

POLYURETHANE FILLET

METAL ROOF PANEL

SELF ADHERED ROOF UNDERLAYMENT

RIGID INSULATION

METAL ROOF DECK

VENT - SEE PLUMBING

INSTALL PER MANUFACTURER'S

REQUIREMENTS AND WARRANTY

REQUIREMENTS FOR ROOF SYSTEM

INSTALL PIPE IN CENTER OF PANEL TO

ALLOW BASE OF…