FAKZ199055 TYPE B3 DRAWINGS SIGNED.pdf

PDF 20 MB Posted Jul 25, 2023

Attached to: F-35: Engine Shop Federal contract opportunity
Solicitation number: W50S6N-23-B-0006
Issued by: Department of the Army Alabama Army National Guard

About this file

Written by GovTribe AI · Dec 21, 2023

This file relates to a federal solicitation for engine shop services. The solicitation number is W50S6N-23-B-0006 and is being issued by the Department of the Army Alabama Army National Guard for F-35 engine shop services. Responses are due by the date specified in the solicitation. The solicitation seeks services for maintenance, repair, and overhaul of F-35 aircraft engines at the stated location.

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Other files for this federal contract opportunity

Other files attached to F-35: Engine Shop, newest first.
File	Type	Posted
OF 1419 Abstract.pdf	PDF	Aug 30, 2023
PreBid Engine Shop .pptx	PPTX presentation	Aug 3, 2023
Meeting Attendees.pdf	PDF	Aug 3, 2023
J and A for Brand Name-Sole Source Stanley Best _Redacted.pdf	PDF	Jul 25, 2023
EAL.pdf	PDF	Jul 25, 2023
J and A for Brand Name-Sole Source - Engine Shop - .pdf	PDF	Jul 25, 2023
FAKZ199055 TYPE B3 SPECIFICATIONS VOLUME 2 SIGNED.pdf	PDF	Jul 25, 2023
FAKZ199055 TYPE B3 SPECIFICATIONS VOLUME 1 SIGNED.pdf	PDF	Jul 25, 2023
W50S6N-23-B-0006.pdf	PDF	Jul 25, 2023
J and A for Brand Name-Sole Source - Engine Shop.pdf	PDF	Jul 25, 2023

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Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

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TITLE SHEET

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FAKZ199055 / 18071

JANUARY 2023

ME/JP/JLJ

DCD / FEL

F-35: Engine Shop

Montgomery, AL

FAKZ 199055

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

GRANT ENGINEERING, L.L.C

432 HERRON STREET

MONTGOMERY, AL 36104

334-265-4631

PETERSON ENGINEERING, INC.

75 SOUTH F STREET

PENSACOLA, FL 32502

850-434-0513

GARNER & ASSOCIATES, P.C.

903 SOUTH PERRY STREET

MONTGOMERY, AL 36104

334-647-1596

Approvals:

Title: Signature: Date:

Base Commander

Base Civil Engineer

Base Project Engineer

Bio Environmental Eng.

Safety

Security Police

Base Communications

Fire Chief

Option #3

Schedule of Bid Options:

Underslab Vapor Barrier

Option #2

Replace Existing Asphalt Paving with Concrete

Option #1

Epoxy Floor Systems

Option #4

Compressed Air Systems

No. Revision Date

Sheet Number

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FAKZ199055 / 18071

JANUARY 2023

ME/JP/JLJ

DCD / FEL

DRAWING INDEX

SHEET NO. SHEET NAME

07 MECHANICAL

M1.0 GENERAL MECHANICAL NOTES, LEGEND, AND ABBREVIATIONS

M1.1 MECHANICAL NEW WORK PLAN

M1.2 MECHANICAL NEW WORK SECTION

M2.1 MECHANICAL DETAILS

M3.1 MECHANICAL SCHEDULES

M4.1 MECHANICAL CONTROLS

08 PLUMBING

P1.1 PLUMBING PLAN - ENGINE SHOP - WASTE AND WATER, LEGEND AND DETAILS

P1.2 SCHEDULES, WASTE RISER DIAGRAM AND DETAILS

P1.3 WASTE AND VENT RISER DIAGRAM

09 ELECTRICAL

E0.1 ELECTRICAL SYMBOL LEGEND & NOTES

E0.2 LIGHTING FIXTURE SCHEDULE & DETAILS

E0.3 POWER RISER DIAGRAM & SCHEDULES

E0.4 PANELBOARD SCHEDULES

E0.5 ELECTRICAL DETAILS

E0.6 AUXILIARY RISER DIAGRAM, DETAILS & NOTES

E1.1 SITE ELECTRICAL PLAN

E2.1 LEVEL 1 LIGHTING PLAN

E3.1 LEVEL 1 POWER & AUXILIARY PLAN

E4.1 LIGHTNING PROTECTION PLAN

E4.2 LIGHTING PROTECTION DETAILS

10 FIRE ALARM

FA0.1 FIRE ALARM MATRIX AND GENERAL NOTES

FA0.2 FIRE ALARM RISER AND DETAILS

FA1.1 FIRE ALARM NEW WORK PLAN

DRAWING INDEX

SHEET NO. SHEET NAME

A3.1 FINISH SCHEDULES

A3.2 DOOR SCHEDULE

A3.3 DOOR DETAILS

A3.4 GLAZED OPENING SCHEDULE

A3.5 OPENING DETAILS

A4.1 ELEVATIONS

A5.1 BUILDING SECTION

A5.2 WALL SECTIONS

A5.3 WALL SECTIONS

A5.4 DETAILS

A6.1 RESTROOM PLANS, ELEVATIONS, AND DETAILS

A7.1 CASEWORK ELEVATIONS AND DETAILS

A8.1 REFLECTED CEILING PLAN AND DETAILS

05 STRUCTURAL

S1.0 GENERAL STRUCTURAL NOTES

S2.0 FOUNDATION PLAN

S3.0 LOW & HIGH ROOF FRAMING PLANS

S4.0 STRUCTURAL DETAILS

S5.0 STRUCTURAL DETAILS

S6.0 STRUCTURAL DETAILS

S7.0 STRUCTURAL DETAILS

06 FIRE PROTECTION

FX0.1 FIRE SPRINKLER GENERAL NOTES

FX1.1 FIRE SPRINKLER NEW WORK PLAN

FX1.2 FIRE SPRINKLER DETAILS / DIAGRAMS

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

02 LANDSCAPE

L1.0 LANDSCAPE SITE PLAN

03 CIVIL

C1.1 SITE DEMOLITION PLAN

C2.1 SITE LAYOUT PLAN

C3.1 SITE GRADING & DRAINAGE PLAN

C4.1 SITE UTILITIES PLAN

C5.1 SITE EROSION & SEDIMENT CONTROL PLAN

C6.1 SITE PAVEMENT PLAN (ALTERNATE)

C7.1 SITE DETAILS

C8.1 SITE DETAILS

C9.1 SITE DETAILS

C10.1 SITE DETAILS

04 ARCHITECTURAL

A0.1 BUILDING 1313 DEMOLITION

A2.1 FIRST FLOOR PLAN

A2.2 WALL TYPE PLAN AND DETAILS

A2.3 ROOF PLAN

A2.4 ROOF DETAILS

F-35: Engine Shop

Montgomery, AL

FAKZ 199055

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 CONTRACTING OFFICER 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 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.

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 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.

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.

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 GOVERNMENT 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 GOVERNMENTT 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.

202A

A101

1Ref

Re f

1 Ref

Re f

A101

Ref

1Re f

1 Re f

Ref

ROOM NAME

150 SF

A101

SIM

A101

SIM

A101

SIM

Building Elevation Tag

Interior Elevation Tag

Building Section Tag

Wall Section Tag

Detail Tag

General Symbol Legend

Room Tag

ADA Approved Turning Space

Spot Elevation

Door Tag (See Door Schedule)

Window Tag (See Window Schedule)

Wall/Storefront Tag (See Wall/Storefront Schedule)

Revision Tag (See Revision Schedule)

X Specific Note Tag

Electric Water Cooler (See Plumbing)

Fire Extinguisher

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GENERAL WORK

NOTES,

ABBREVIATIONS &

SYMBOLS

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FAKZ199055 / 18071

JANUARY 2023

ME/JP/JLJ

DCD / FEL

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.

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

M A X

" M

A X

" M

PAPER TOWEL

DISPENSER

MIRROR

SOAP

DISPENSER

ROBE

HOOK

O P

O F

H O

O K

" T

LAVATORY. PROVIDE ADA

INSULATION KIT WHEN REQUIRED

URINAL

42" MIN

MAX

1' - 0"

" M

WATER

CLOSET

TOILET

PAPER

DISPENSER

SANITARY

NAPKIN

DISPOSAL

HORIZONTAL

GRAB BAR

VERTICAL GRAB BAR

MIN

1' - 3"

39 MIN - 41 MAX

ALLOWABLE

MOUNTING

AREA

O M

O F

V E

S U

" M A X

H A

M A X

16" - 18"

12 MIN

36 MIN.

HORIZONTAL

GRAB BAR

TYPICAL ADA MOUNTING HEIGHTS (UNLESS OTHERWISE NOTED)

" M

18" MIN

(A)

FRONT APPROACH, PULL SIDE

" M

(B)

FRONT APPROACH, PUSH

SIDE

" M

IN12" MIN

(C)

FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

36" MIN

" M

(D)

HINGE APPROACH, PULL SIDE

42" MIN

" M

(E)

HINGE APPROACH, PULL SIDE

" M

22" MIN

(F)

HINGE APPROACH, PUSH SIDE

(G)

HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND

LATCH

" M

22" MIN

24" MIN

" M

(H)

LATCH APPROACH, PULL SIDE

(I)

LATCH APPROACH, PULL SIDE,

DOOR PROVIDED WITH CLOSER

" M

IN 24" MIN

24" MIN

" M

(J)

LATCH APPROACH, PUSH SIDE

(K)

LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

24" MIN

" M

12" MIN

(C)

PUSH SIDE, DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

X > 8"4

" M

(B)

PUSH SIDE

" M

18" MIN

X > 8"

(A)

PULL SIDE

24" MIN

" M

(D)

STOP OR LATCH APPROACH

22 MIN

m in

(C)

POCKET OR HINGE APPROACH

(B)

SIDE APPROACH

m in

(A)

FRONT APPROACH

N G

'-6

" M

A D

A M

" M

FIRE

EXTINGUISHER

CABINET

" M

AX6

" M

ADA ELECTRIC

WATER COOLER

DIRECTION INDICATOR

HALL CALL

CONTROLS

ELEVATOR DOOR

H A

" M

A X.

" M

MIN.

" M

6" MAX.

11" MIN

5" MAX. 15" MIN.

MIN. CLEAR DEPTH

48"

ADA ELECTRIC

FOUNTAIN SKIRT

WHERE LOCATED IN

CIRCULATION PATH

AREA

REFUG

AREA OF

REFUGE

" M

" M A X

18 MIN

CENTERED ON RAISED CHARACTERS

HEIGHT OF RAISED CHARACTERS ABOVE FLOOR LOCATION OF SIGNS AT DOORS

Sheet Number

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Date

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MOUNTING

HEIGHTS &

CLEARANCES

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

1 ADA DOOR OPENING MANEUVERING CLEARANCES

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

2 TYPICAL SIGNAGE MOUNTING DIAGRAMS

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

STANDARDS USED FOR SCOOPING PROVISIONS FOR ACCESSIBILITY. THE MORE STRINGENT

PROVISIONS OF THE TWO STANDARDS ARE INDICATED.

2. DIAGRAMS SHOWN ARE FOR MOUNTING HEIGHT INFORMATION ONLY. FIXTURES SHOWN ARE NOT

NECESSARILY INCLUDED IN THE PROJECT.

3. COORDINATE ADA REQUIREMENTS WITH ALL REQUIRED CONCEALED WOOD BLOCKING.

4. REFER TO MANUFACTURER'S LITERATURE REGARDING RECOMMENDATIONS FOR MOUNTING

PRODUCTS AND MATERIALS IN COMPLIANCE WITH ADA STANDARDS.

GENERAL NOTES:

1126 SF

SPARE PART

STORAGE

1913 SF

MAINTENANCE

BAY

67 SF

MECH

48 SF

ELEC

30 SF

COMM

164 SF

ADMIN

122 SF

BREAK ROOM

52 SF

WOMENS

51 SF

MENS

102 SF

CTK

26 SF

JAN

3494 SF

STORAGE

42 SF

BUSINESS (IT)

526 SF

BUSINESS

(CONCENTRATED)

96 SF

BUSINESS

(MECHANICAL)

70 SF

BUSINESS

(MECHANICAL)

0.45

1 OCCUPANT

7 OCCUPANTS

1 OCC.1 OCC.

1 OCC.

3 OCC.

4 OCC.

1 OCC.

1.8

FEB

COMMON PATH OF

EGRESS TRAVEL =

32'-0"

EGRESS ACCESS

TRAVEL DISTANCE =

48'-10"

FEB

EWC

EEW/S

LOCATION OF FIRE DEPARTMENT

CONNECTION - SEE FIRE

PROTECTION DRAWINGS

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 2021)

50 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2021)

300 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

STORAGE S-1OCCUPANCY GROUP (IBC 2021)

500 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

OCCUPANT LOAD

REQUIRED DOOR WIDTH

REQUIRED STAIR WIDTH

BUSINESS B OCCUPANCY GROUP (IBC 2021)

500 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

EMERGENCY EYEWASH/SHOWER -

SEE PLUMBING

EEW/S

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

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DCD / FEL

APPLICABLE CODES:

BUILDING CODE..............UFC 1-200-01 / 2021 INTERNATIONAL BUILDING CODE

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

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

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

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

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

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

ACCESSIBILITY CODE......2010 ADA STANDARDS

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

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

NFPA 101 CHAPTER 6:

• BOTH NFPA 101 AND IBC OCCUPANCY CLASSIFICATIONS ARE USED AS REQUIRED PER UFC

3-600-01.

• SEE LEGEND ON LIFE SAFETY PLAN FOR OCCUPANCY CLASSIFICATIONS.

• NOTE: THE OFFICE SPACE BUSINESS OCCUPANCY IS INCIDENTAL TO THE MAINTENANCE SHOP

STORAGE OCCUPANCY. PER NFPA 101 6.1.14.1.3, THE BUSINESS OCCUPANCY IS PERMITTED

TO BE CONSIDERED PART OF THE PREDOMINANT STORAGE OCCUPANCY AND SHALL BE SUBJECT

TO THE PROVISIONS OF THE CHAPTER 42 FOR STORAGE OCCUPANCIES.

IBC CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS:

• NOT APPLICABLE

IBC CHAPTER 5 - GENERAL BUILDING HEIGHTS & AREAS:

• CONSTRUCTION TYPE = II-B, SPRINKLED, GROUP B, NON-SEPARATED

• ALLOWABLE BUILDING HEIGHT (PER TABLE 504.3)

75 FEET ABOVE GRADE PLANE

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

4 STORIES ABOVE GRADE PLANE

• TABULAR BUILDING AREA (PER TABLE 506.2)

70,000 SQUARE FEET

• FRONTAGE INCREASE FORMULA PER 506.3

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

• ALLOWABLE BUILDING AREA (PER SECTION 506.2)

70,000 + (17,500*.75)=83,125

• FIRE SEPARATION REQUIREMENTS NONSEPARATED OCCUPANCIES

• INCIDENTAL USE AREAS (PER TABLE 509)

SEE OCCUPANCY TABLE.

IBC CHAPTER 6 TYPES OF CONSTRUCTION:

• CONSTRUCTION TYPE: II-B

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

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

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

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

FLOOR CONSTRUCTION AND SECONDARY MEMBERS...0 HOUR

ROOF CONSTRUCTION AND SECONDARY MEMBERS....0 HOUR

• REQUIRED FIRE RATING (PER TABLE 602)

OCCUPANCY FIRE SEPARATION REQ.

TYPE (ACTUAL) SEPARATION

B GREATER THAN 15'-0" 0 HR

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 29%

SOUTH ELEVATION UNPROTECTED, SPRINKLERED , (UP, S) 75% 21%

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

WEST ELEVATION UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT 29%

• FIRE WALLS (PER NFPA 8.3.2)

NO FIRE WALLS ARE PRESENT WITHIN THE SCOPE OF THE PROJECT

• SHAFT ENCLOSURE (PER NFPA 8.3.1 / 7.3.1.2)

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)

NOT APPLICABLE

• CONCEALED SPACES (PER SECTION 718)

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)

STORAGE (CHAPTER 42)

WALLS

EXITS AND EXIT ACCESS CORRIDORS

INTERIOR WALL AND CEILING FINISH - CLASS A OR B (7.1.4)

ALL OTHER AREAS

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

FLOORS

EXITS AND EXIT ACCESS CORRIDORS

INTERIOR FLOOR FINISH IN EXIT ENCLOSURES- CLASS I OR II (42.3.3.3.1)

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

• SECTION 9-1 - EMERGENCY VEHICLE ACCESS

1. FACILITY DOES NOT REQUIRE ALL-WEATHER EMERGENCY VEHICLE

GROUND ACCESS IN ACCORDANCE WITH 9-1.1 (FACILITY IS LESS

THAN 5000 SF), HOWEVER ALL-WEATHER EMERGENCY VEHICLE

GROUND ACCESS IS PROVIDED.

2. FACILITY DOES NOT REQUIRE AERIAL APPARATUS ACCESS IN

ACCORDANCE WITH 9-1.2

• SECTION 9-2 - FIRE FLOW FOR FACILITIES

1. FIRE FLOW FOR SPRINKLER SYSTEM IS PROVIDED IN ACCORDANCE

WITH 9-2.1

2. THE REQUIRED FIRE FLOW PER NFPA1 AND UFC 3-600-01 IS

1,000 GPM @ 20 PSI FOR 2 HOURS.

• 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.

• 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. NEW COMBINATION FIRE ALARM, DETECTION, AND MASS

NOTIFICATION SYSTEM COMPLYING WITH ANGETL15-01-03, NFPA 72,

UFC 3-600-01, AND UFC 4-021-01 WILL BE PROVIDED.

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

(CONCENTRATED)

526 SF 50 SF GROSS 11.00 0.2 2.20 44

BUSINESS (IT) 42 SF 300 SF GROSS 1.00 0.2 0.20 44

BUSINESS

(MECHANICAL)

96 SF 500 SF GROSS 1.00 0.2 0.20 44

BUSINESS

(MECHANICAL)

70 SF 500 SF GROSS 1.00 0.2 0.20 44

STORAGE 3494 SF 500 SF GROSS 7.00 0.2 1.40 44

4227 SF 21.00 4.20

PLUMBING FIXTURE CALCULATIONS

Name Male

Occupancy Female

Occupancy

Plumbing Fixtures Required Water Closets

Required Lavatories Required Drinking Fountains

Req.Men Women Men Women

BUSINESS 17 5 0.85 0.25 0.85 0.25 0.293333

17 5

No. Revision Date

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

• OCCUPANCY LOAD (PER TABLE 7.3.1.2):

SEE OCCUPANCY TABLE

• EGRESS CAPACITY SIZING (PER TABLE 7.3.3.1)

SEE CODE CALCULATIONS TABLE(S)

SEE LIFE SAFETY PLAN FOR INDIVIDUAL ROOM EGRESS

ANALYSIS

• MINIMUM STAIR WIDTH (PER SECTION 7.3.3.1)

SEE CODE CALCULATIONS TABLE(S)

• NUMBER OF MEANS OF EGRESS (PER SECTION 7.4.1)

TOTAL NUMBER OF EXITS REQUIRED

STORAGE OCCUPANCY (CHAPTER 42)

GROUND FLOOR - 1 EXIT REQUIRED

• COMMON PATH OF EGRESS TRAVEL DISTANCE

STORAGE OCCUPANCY (CHAPTER 42)

100 FT PER TABLE 42.2.5

• EXIT ACCESS TRAVEL DISTANCE

STORAGE OCCUPANCY (CHAPTER 42)

400 FEET PER TABLE 42.2.5

• CORRIDORS

OCCUPANCY TYPE (S-1) REQUIRES:

NO FIRE RATING REQUIRED FOR CORRIDOR WALLS WHEN

SERVING LESS THAN 30 OCCUPANTS

MINIMUM CORRIDOR WIDTH

STORAGE OCCUPANCY (CHAPTER 42)

36 INCHES PER 7.3.4.1

DEAD END CORRIDORS

MAXIMUM OF 100 FEET PER TABLE 42.2.5

BLDG. 1312

VEHICLE

MAINTENANCE

FACILITY

BLDG 1406

BLDG 1407

EXISTING CANOPY TO REMAIN - SEE CIVIL FOR PAVEMENT REQUIREMENTS

ENGINE SHOP

NEW CHAIN LINK FENCE

BOLLARDS

REFER TO BID OPTIONS AND CIVIL

DRAWINGS FOR PAVEMENT

REQUIREMENTS

MECHANICAL UNIT - SEE MECHANICAL

BOLLARDS

EXISTING CANOPY CONTRACTOR CLEAN, PAINT, AND

PREPARE EXISTING CANOPY COLUMNS, BEAMS,

SECONDARY ROOF FRAMING MEMBERS PER

SPECIFCATION 09 9113 EXTERIOR PAINTING

LEGEND

AREA TO RECEIVE

GRASS SOD

ASPHALT- SEE CIVIL AND

ALTERNATES

CONCRETE PAVING

- SEE CIVIL AND BID OPTIONS

NOT IN SCOPE-REFER

TO FAKZ169003

PLANTING - SEE

PLANTING SCHEDULE

DASHED LINE INDICATES

EXTENTS OF PROJECT SCOPE

Plan

Section

PAINT COLOR AS SELECTED BY GOVERNMENT

EQ EQ

1'-3"

0' -1

4' -0

0' -1

3' -6

0' -3

SOLID CONCRETE FILL.

PROVIDE STEEL CAP. WELD

ON TOP

6" DIAMETER STEEL

(GALVANIZED) POST SET

IN CONCRETE PAINT - PER

SECTION 09 9113

CONCRETE

COMPACTED

FILL

CONCRETE

SEE CIVIL

Sheet Number

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LANDSCAPE SITE

PLAN

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DCD / FEL

1" = 20'-0"L1.0

1 SITE PLAN Landscape

0' 20' 50' 100' 1" = 1'-0"L1.0

2 BOLLARD DETAIL

DEMOLISH BUILDING 1313 IN IT'S ENTIRETY INCLUDING

FOUNDATION SYSTEMS. SEE DEMOLITION NOTES.

DEMOLISH BUILDING

1313 IN IT'S ENTIRETY

INCLUDING FOUNDATION

SYSTEMS. SEE

DEMOLITION NOTES.

DEMOLISH BUILDING 1313 IN IT'S ENTIRETY INCLUDING

FOUNDATION SYSTEMS. SEE DEMOLITION NOTES.

DEMOLISH BUILDING 1313 IN IT'S ENTIRETY INCLUDING

FOUNDATION SYSTEMS. SEE DEMOLITION NOTES. Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

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BUILDING 1313

DEMOLITION

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No. Revision Date

1/8" = 1'-0"A0.1

1 B1313 FLOOR PLAN

1/8" = 1'-0"A0.1

2 B1313 EAST ELEVATION

1/8" = 1'-0"A0.1

3 B1313 NORTH ELEVATION

General Demolition Notes:

THE INTENT OF DEMOLITION IS TO ACCOMPLISH ALL WORK NECESSARY TO PROVIDE A FINISHED, COMPLETE BUILDING AS INDICATED IN THE PLANS AND SPECIFICATIONS. THE FOLLOWING GENERAL

NOTES ARE APPLICABLE TO ALL DEMOLITION ACTIVITIES REQUIRED BY THE SCOPE OF THE

CONTRACT DOCUMENTS.

CONTRACTOR'S RESPONSIBILTY TO VERIFY ACCURACY OF EXISTING CONDITIONS:

1. DOCUMENTATION CONTAINED IN THESE CONSTRUCTION DOCUMENTS OF EXISTING

CONDITIONS MAY NOT BE ENTIRELY ACCURATE. CONTRACTOR IS TO TAKE THE INITIATIVE TO

VISIT THE SITE PRIOR TO AND DURING THE PRE-BID MEETING TO VERIFY ACTUAL CONDITIONS, THEREFORE RENDERING THE CONTRACTOR RESPONSIBLE FOR AN ACCURATE

REPRESENTATION OF THE EXISTING CONDITIONS.

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

CONTRACTOR. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS.

3. THE PLAN OF BUILDING 1313 INCLUDED ON THIS SHEET A ROOF PLAN (INTERIOR WALL

LOCATIONS ARE NOT INDICATED) WHICH REPRESENTS THE EXTENTS OF THE OVERALL FACILITY

TO BE DEMOLISHED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH ALL INTERIOR

PARTITIONS, EQUIPMENT, ETC... 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 GOVERNMENT

PRIOR TO BEGINNING DEMOLITION. CHANGE ORDERS WILL NOT BE APPROVED PRIOR TO

WORK TAKING PLACE FOR EXISTING CONDITIONS READILY APPARENT BY A THOROUGH

OBSERVATION.

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 IMPLEMENT SAFEGAURDS AS

NEEDED FOR THE SAFE DEMOLITION OF THE STRUCTURE INDICATED TO BE DEMOLISHED.

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.

2. IF HAZARDOUS MATERIALS ARE ENCOUNTERED, NOTIFY THE GOVERNMENT PRIOR TO

PROCEEDING.

ADDITIONAL MISCELLANEOUS PROVISIONS

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

2. CONTRACTOR TO DEMOLISH BUIDING 1313 IN ITS ENTIRETY TO ALLOW FOR CONSTRUCTION

OF THE NEW ENGINE SHOP.

3. ORIGINAL CONSTRUCTION DRAWINGS ARE NOT AVILABLE FOR BUILDING 1313. HOWEVER, A

DRILLED PIER SYSTEM WITH GRADE BEAMS AND STRUCUTRAL FLOOR SLABS IS PRESENT.

4. A CONCEPTUAL LAYOUT OF DRILLED PIERS AND GRADE BEAMS IS OVERLAID ON THE ROOF

PLAN INCLUDED ABOVE. THE LAYOUT REPRESENTS THE GOVERNMENT'S BEST ASSUMPTIONS

OF THE NUMBER AND LOCATION OF PIERS BASED UPON DRAWINGS FROM A BUILDING

ADDITION CONSTRUCTED IN THE 1990S.

5. CONTRACTOR SHALL REMOVE ALL STRUCTURAL SLABS, ALL GRADE BEAMS, AND ALL DRILLED

PIERS AS REQUIRED TO ACCOMODATE THE PROPOSED NEW ENGINE SHOP AND ASSOCIATED

PAVINGS. CONTRACTOR SHALL ASSUME THE FOLLOWING IN REGARD TO FOUNDATION

DEMOLITION:

• ALL FLOOR SLABS SHALL BE ASSUMED TO BE 8" MINIMUM THICKNESS AND

REINFORCED WITH A DOUBLE MAT OF REBAR

• ALL GRADE BEAMS ARE A MINIMUM OF 24" WIDE BY 18" DEEP, REINFORCED WITH A

REBAR, AND SHALL BE REMOVED IN THIER ENTIRETY.

• ALL DRILLED PEIRS ARE 2'-0" MINIMUM DIAMETER AND REINFORCED WITH REBAR CAGES.

PIERS SHALL BE CUT OFF AND REMOVED AS REQUIRED TO ACCOMODATE NEW

BUILDING PAD AND SITE PAVING. REMOVE PIERS AS FOLLOWS:

• WHERE PIERS ARE LOCATED WITHIN THE PROPOSED ENGINEERED FILL PAD, THE

PIERS SHALL BE CUT OFF AT THE ELEVATION MATCHING THE BOTTOM OF THE

SCHEDULED BUILDING UNDERCUT ELEVATION.

• WHERE PIERS ARE LOCATED WITHIN AREAS SCHEDULED TO RECIVE NEW PAVING,

THE PIERS SHALL BE CUT OFF 2'-0" BELOW FINISHED SUBGRADE ELEVATION OF

THE SCHEDULED PAVING. CONTRACTOR SHALL BACKFILL AT REMOVED PIER

LOCATIONS WITH EITHER SECTION 230 IMPROVED ROADBED OR SECTION 825

CRUSHED AGGREGATE BASED UPON THE PROPOSED PAVEMENT BUILD UP

SELECTED BY THE CONTRACTOR (REFER TO CIVIL PAVING DETAILS). COMPACT THE

BACKFILL WHERE PIERS ARE REMOVED IN ACCORDANCE WITH THE APPLICABLE

REQUIREMENTS OF THE CIVIL PAVEMENT DETAILS FOR THE PAVEMENT BUILD UP

SELECTED.

M C J

MCJMCJ

1126 SF

SPARE PART

STORAGE

1913 SF

MAINTENANCE

BAY

67 SF

MECH

48 SF

ELEC

30 SF

COMM

164 SF

ADMIN

122 SF

BREAK ROOM

52 SF

WOMENS

52 SF

MENS

102 SF

CTK

CHAIN LINK FENCE

SEE 1/A2.2

26 SF

JAN

621 SF

TRAILER

STORAGE

DNS

A5.2

103102

A5.1

B B

C C

D D

E E

F F

G G

A5.1

___________2 A5.1

A5.2

STANLEY STAK SYSTEM TO BE PROVIDED BY THE

GOVERNMENT, INSTALLED BY THE CONTRACTOR

EYEWASH - SEE PLUMBING

A2.1

DS DS

WALK-OFF MAT

SEE 5/A2.1

A A

A5.3

94 SF

ENTRY

FEB

A7.1

1B1A

A5.4

LEGEND:

DOOR - SEE DOOR SCHEDULE

101 DOOR TAG - SEE DOOR SCHEDULE

ROOM NAME

101 ROOM TAG

A101

SIM

SECTION TAG

ROOF OVERHANG

SF1 GLAZED OPENING TAG

WALK-OFF MAT

DS DOWN SPOUT

xx SPECIFIC NOTE TAG xx PROVIDE RECYCLING CONTAINERS PER

SPECIFICATION SECTION 10 8500

SPECIFIC NOTES:

FIRE EXTINGUISHER

BOLLARD

MASONRY CONTROL JOINT

A2.1

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

EXPANSION BOLT TO FLOOR AND

MEZZANINE AS REQUIRED

PROVIDE REMOVABLE CHAIN

ACCROSS LADDER OPENING

ADJACENT REMOVABLE GUARDRAIL BEYOND

VERTICAL RAIL

SUPPORT BRACKET

FASTEN AS REQUIRED

11' - 10" A.F.F.

C A L

GUARDRAIL BRACKET (BEYOND)

2' - 0"

0' - 7"

SEE 1/A5.1 FOR ADDITIONAL REQUIREMENT

PROVIDE FULLY WELDED CONSTRUCTION

FILL JOIST SEAT SPACE WITH

SOLID CMU/GROUT

1 1/2" ⌀ METAL

PIPE GUARDRAIL

1 1/2" ⌀ METAL

GUARDRAIL

CONCRETE ON METAL

DECK - SEE STRUCTURAL

SEE STRUCTURAL FOR

STEEL ANGLE

" M

A X

" M

A X

GUARDRAIL SLEEVE

FULLY WELDED TO

STEEL ANGLE

TOE KICK - 4" TALL

WELD TO POST

REMOVEABLE 1 1/2"

⌀ VERTICAL METAL

POST 4'-0" MAX O.C.

NOTE: REMOVEABLE SECTIONS SHALL BE NO

LONGER THAN 8'-0" - SPACE BETWEEN

SECTIONS SHALL BE NOT GREATER THAN 4".

11' - 10" A.F.F.

BOND BEAM - SEE

STRUCTURAL

FILL JOIST SEAT

SPACE WITH SOLID

CMU/GROUT

WALK OFF MAT - SEE

FINISH SCHEDULE

CONCRETE SLAB - REFER

TO MANUFACTURER'S

REQUIREMENTS FOR

SLAB DEPRESSION. SEE

STRUCTURAL

M A T

M A N U

C O

O R D

H E

A N C

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

Te l.

. 5

W W

A R

C H

.C O

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A2.1

FIRST FLOOR PLAN

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FAKZ199055 / 18071

JANUARY 2023

ME/JP/JLJ

DCD / FEL

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

1 FIRST FLOOR PLAN

0' 4' 8' 16' 32'

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

2 MEZZANINE PLAN

0' 4' 8' 16' 32'

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

3 LADDER DETAIL

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

4 REMOVABLE RAILING DETAIL

3" = 1'-0"A2.1

5 WALKOFF MAT TRANSITION DETAIL (TYPICAL)

MCJMCJ

1 2

1. THE FIRST CHARACTER IN THE TAG REFERENCES THE PARTITION TYPE

2. THE SECOND CHARACTER IN THE TAG REFERENCES THE THICKNESS

OF THE STRUCTURE (CMU, METAL STUD, WOOD, ETC.)

REFER TO INTERIOR ELEVATIONS AND ASSOCIATED WALL SECTIONS

AND DETAILS FOR ADDITIONAL FURRING REQUIREMENTS AND

FINISHES NOT SHOWN ON WALL TYPE PLAN SCHEDULE.

**NOTE - REFER TO LIFE SAFETY PLAN FOR PARTITION RATINGS**

PARTITION TAG LEGEND

1. REFER TO FLOOR PLANS FOR ADDITIONAL FURRING REQUIREMENTS THAT MAY NOT BE

SHOWN ON THIS DRAWING.

2. REFER TO EXTERIOR WALL SECTIONS FOR EXTERIOR WALL ASSEMBLIES. THIS PLAN MAY

REQUIRE ADDITION FUR-OUT NOT SHOWN ON THIS DRAWING.

3. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL WALLS ( INCLUDING STRUCTURE, FINISH,

AND INSULATION) SHALL EXTEND TO UNDERSIDE OF ROOF DECK ABOVE.

4. ALL WALLS TO RUN FULL HEIGHT TO STRUCTURE ABOVE. COORDINATE OPENINGS TO

ACCOMODATE MECHANICAL. SEAL ALL PLUMBING, MECHANICAL, ELECTRICAL, AND FIRE

PROTECTION PENETRATIONS.

5. FOR EXTERIOR WALL EXPANSION JOINTS SEE EXTERIOR ELEVATIONS.

DIMENSION NOTES: ALL DIMENSIONS ARE MEASURED AS FOLLOWS:

- INTERIOR STUD WALLS ARE DIMENSIONED TO THE CENTER LINE OF THE WALL

- EXTERIOR WALLS ARE DIMENSIONED TO THE OUTSIDE FACE OF THE STUDS OR CMU.

WALL TYPE PLAN LEGEND

EXTEND PARTITION WALLS TO UNDERSIDE OF ROOF

DECK OR FLOOR. SEE A2.6 FOR PARTITION HEAD

DETAILS. PROVIDE CODE COMPLIANT SEAL

WALL TAG

# SPECIFIC NOTE TAG

GYPSUM CONTROL JOINT - REFER TO DETAIL 6/A2.4

WALL TYPE PLAN GENERAL NOTES

WALL TYPE PLAN SPECIFIC NOTES

1 WALLS IN THESE AREAS TO RECEIVE ADDITIONAL FINISHES.

WALL TAGS ARE INTENDED TO IDENTIFY GENERAL WALL

ASSEMBLY REQUIREMENTS. REFER TO INTERIOR

ELEVATIONS. SUBSTITUTION OF CEMENTITIOUS BOARD FOR

GYPSUM WALL BOARD IS REQUIRED WHERE WALL IS

SCHEDULED TO RECIEVE TILE.

B B

C C

D D

E E

F F

G G

ACCESS

N8 N8

49' - 4"

12' - 4"12' - 4"12' - 4"12' - 4"9' - 4"

" 1

7' - 4"

0' - 8"

1' - 6"

A A

CHAIN LINK CAGE ON (2) SIDES OF

STACKER SYSTEM - SEE SPECIFICATIONS

AND 1/A2.2. EXTEND TO WALLS.FEB

FEB

2' - 8 5/8" 1' - 8 5/8"

1' - 5 3/8"

0' - 6 1/8"

4' - 0 1/4"1' - 0"

5' - 4"

0' - 7 5/8" 0' - 8 1/2"

3' - 9 5/8" 2' - 2 7/8" 4' - 1 5/8"

1' - 2 7/8"

1' - 2 5/8" 1' - 2 5/8"

A5.4

SILL

PLAN

HEAD

CONFIRM 1 " REQUIRED CLEAR

SPACE FOR DEFLECTION

PROVIDE FLEXIBLE CLOSURE

STRIPS AS REQUIRED IN DECK

FLUTES

SEE STRUCTURAL FOR TOP OF

WALL BRACING

TAG INDICATES WALL TYPE

OVER CMU MASONRY

**NOTE: IF WALL IS SCHEDULED TO

RECEIVE TILE, PROVIDE

WATERPROOFING FOR TILE

INSTALLATION. REFER TO FINISH

SCHEDULE, INTERIOR ELEVATIONS,

SECTIONS, AND GYPSUM BOARD

ASSEMBLIES SPECIFICATIONS FOR

TYPES AND OTHER

SUBSTRATE/FURRING REQUIREMENTS**

TYPE N

REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS

EXTEND ALL WALLS TO UNDERSIDE OF ROOF DECK ABOVE AND

SEAL UNLESS OTHERWISE NOTED

SLIDE BOLT WITH

UPPER RECIEVER

CANE BOLT WITH

EPOXIED RECIEVER

2 EQUAL LEAVES

8' - 0"

PROVIDE PANEL

ABOVE DOORS

GATE - BRACE AS

REQUIRED

14 GAUGE SHEET

METAL, BOTH

SIDES. HEM EDGES

PEDESTRIAN GATE

KIT WITH PANIC BAR

AND STOREROOM

LOCKSET - SEE

HARDWARE

SCHEDULE

PANIC BAR

RECEIVER BRACKET

MOUNTED TO

OPPOSITE GATE

3" POSTS (TYPICAL)

EPOXY ANCHOR

POSTS TO FLOOR

AS REQUIRED

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

Te l.

. 5

W W

A R

C H

.C O

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D E

A2.2

WALL TYPE PLAN

AND DETAILS

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FAKZ199055 / 18071

JANUARY 2023

ME/JP/JLJ

DCD / FEL

N8 N/A 7 5/8"

TYPE STUD THICKNESS PARTITION THICKNESS

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

2 WALL TYPE PLAN

0' 4' 8' 16' 32'

1/4" = 1'-0"A2.2

1 CAGE DETAIL

ROOF PLAN LEGEND

STANDING SEAM METAL ROOF

(LINES FOR SEAMS ON METAL ROOF TYPES,

REFER TO SPECS FOR PANEL SIZES)

MEMBRANE ROOF

DOWNSPOUT + BOOTS (BOOTS NOT SHOWN)

(NOTE: REFER TO ELECTRICAL FOR LIGHTNING

PROTECTION - COORDINATE AS REQUIRED)

VTR VENT TO ROOF - SEE MECHANICAL/ PLUMBING AND DETAIL 1/A2.4

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

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

GENERAL NOTES

A5.2

A5.1

B C D E F G

1/2" / 1'-0"

A2.3

A5.1

A5.3

A5.2

A2.4

Sim

A5.3

GUTTER - SEE SPECIFICATION

SECTION 07 7100

CONDUCTOR HEAD AND

DOWN SPOUT

CONDUCTOR HEAD AND

DOWN SPOUT

VTR

A5.4

A5.2

A5.3

A5.2

A2.4

Sim

VTR

LINE OF HIGH ROOF ABOVE

1/ 4"

-0

1/ 4"

-0

1/4" / 1'-0"

CONDUCTOR HEAD AND

DOWN SPOUT

CONDUCTOR HEAD AND

DOWN SPOUT

A5.4

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

Te l.

. 5

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A R

C H

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A2.3

ROOF PLAN

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FAKZ199055 / 18071

JANUARY 2023

ME/JP/JLJ

DCD / FEL

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

2 ROOF PLAN

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

1 LOW ROOF PLAN

CONTINUOUS BEAD OF TPO SEALANT

STAINLESS STEEL CLAMPING RING

TPO ROOF MEMBRANE ADHESIVE

TPO ROOF MEMBRANE

TPO FLASHING

TPO FASTENER AND SEAM PLATE

TPO FLASHING WELDED TO ROOF MEMBRANE

TPO ROOF MEMBRANE

PLUMBING VENT (SEE PLUMBING)

ROOF INSULATION

ROOF DECK - SEE STRUCTURAL

" M

COVERBOARD

ES-1 RATED EDGE METAL

BOND BEAM - SEE STRUCTURAL

RIGID INSULATION

OPEN WEB JOIST - SEE STRUCTURAL

BOND BEAM - SEE STRUCTURAL

TPO ROOFING MEMBRANE

RIGID INSULATION

SEE STRUCTURAL

P.T. WOOD BLOCKING

P.T. WOOD

BLOCKING AS REQD.

TPO BASE FLASHING

COVER BOARD MECHANICALLY

ATTACHED TO CMU

TPO TERMINATION

1/2" STEEL PLATE WITH HEADED STUD

INTO BOND BEAM AT 24" O.C.

SEALANT

AIR SPACE

BRICK

AIR BARRIER

CMU - SEE STRUCTURAL

ROOF DECK - SEE STRUCTURAL

COVER BOARD

METAL CLOSURE TRIM

METAL SOFFIT PANELS

STEEL JOIST - SEE STRUCTURAL

STEEL ANGLE - SEE STRUCTURAL

ROOF DECK- SEE STRUCTURAL

STANDING SEAM METAL ROOF

RIGID INSULATION

METAL FLASHING

METAL DRIP EDGE

BACKER ROD W/ SEALANT

CONTINUOUS CLEAT

CONTINUOUS METAL CLEAT

FURRING CHANNEL

METAL WALL PANELS

CONTINUOUS INSULATION CHANNEL

RIGID INSULATION

BOND BEAM - SEE STRUCTURAL

OPEN WEB JOIST - SEE STRUCTURAL

TPO ROOFING MEMBRANE

TAPERED RIGID INSULATION

ROOF DECK- SEE STRUCTURAL

CMU

CLOSURE W / WEEPS

METAL COUNTER FLASHING

METAL FLASHING

SEALANT

TPO BASE FLASHING

COVER BOARD

'-0

" M

CONTINUOUS INSULATION CHANNEL

RIGID INSULATION

AIR BARRIER

P.T. WOOD BLOCKING AS REQUIRED

STEEL ANGLE - SEE STRUCTURAL

FURRING CHANNEL

METAL SOFFIT PANELS

C SHAPE - SEE STRUCTURAL

SELF ADHERED ROOF UNDERLAYMENT

CONTINUOUS METAL CLEAT

RIGID INSULATION

STANDING SEAM METAL ROOF

METAL SOFFIT PANELS

METAL CLOSURE TRIM

GUTTER STRAP

SELF ADHERED ROOF UNDERLAYMENT

SHEET METAL FASCIA

CONTINUOUS CLEAT

METAL CLOSURE TRIM

SEALANT & BACKER ROD

EDGE ANGLE - SEE STRUCTURAL

P.T. WOOD BLOCKING

METAL WALL PANEL

SEALANT & BACKER ROD

P.T. WOOD BLOCKING

SEALANT

GUTTER - SEE SPECS

SELF ADHERED ROOF UNDERLAYMENT (UNDER AND OVER FASTENERS)

METAL ROOF DECKING

RIGID INSULATION

SELF ADHERED ROOF UNDERLAYMENT

STANDING SEAM METAL ROOF

STRUCTURAL

SEE

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

Te l.

. 5

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C H

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A2.4

ROOF DETAILS

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FAKZ199055 / 18071

JANUARY 2023

ME/JP/JLJ

DCD / FEL

3" = 1'-0"A2.4

1 ROOF VENT DETAIL

3" = 1'-0"A2.4

2 PARAPET ROOF DETAIL

3" = 1'-0"A2.4

3 HIGH EAVE DETAIL

3" = 1'-0"A2.4

4 ROOF TO WALL TRANSITION DETAIL

3" = 1'-0"A2.4

7 RAKE DETAIL

3" = 1'-0"A2.4

5 LOW EAVE DETAIL

PNT1: WALL COLOR

Manufacturer: Sherwin Williams Color: Samovar Silver SW 6233

PNT2: DOOR & DOOR TRIM

Manufacturer: Benjamin Moore Color: Smoke Gray 2120-40

PNT3: CEILING / DRYFALL

Manufacturer: Sherwin Williams Color: Samovar Silver SW 6233

PNT4: WALLS IN SHOP

Manufacturer: Sherwin Williams Color: Samovar Silver SW 6233

PNT5: EXTERIOR DOOR & TRIM (EXTERIOR FACE

ONLY, INTERIOR TO MATCH PNT2)

Manufacturer: Sherwin Williams Color: Tudor House Brown SW 2077

QZ1: Manufacturer: Cambria Color: Brittanicca Edge Finish: Square

PL1: Manufacturer: Formica Color: Stainless 9319-HB Finish: Brushed

RB1: Manufacturer: Roppe Color: Steel Blue P177

COUNTERTOPS/WINDOW SILLS -- SEE SPEC

SECTION 12 3600

PLASTIC LAMINATE CASEWORK -- SEE SPEC

SECTION 06 4100

RUBBER BASE -- SEE SPEC SECTION 09 6500

FINISH SCHEDULE LEGEND

ACOUSTICAL CEILING - SEE SPEC SECTION 09 5100PAINT -- SEE SPEC SECTION 09 9123

WALK OFF MAT -- SEE SPEC SECTION 12 4813

WM1: Manufacturer: Pawling Corporation Style: EM-650 Aluminum Abrasive Insert: 1 Black Maxi Tuft Long Wear Insert: 536 Black Granite Rigid Corrugated Vinyl Insert: 1 Black Rigid Back Nylon Carpet Insert: 519 Near Black

SC: Sealed Concrete See Spec Section: 09 9123

STC: Stained Concrete - (Polished) Manufacturer: Scofield Stain: Soft Gray G388 See Spec Section: 03 3680

HPC: High Performance Floor Coating See Specification Section 09 9600 Color: as selected from manufacturer's full range

CONCRETE - SEE SPEC SECTION 03 3000

ACT1: Manufacturer: Armstrong Style: Ultima Texture: Fine Color: White Size: 24" x 24" x 7/8" thick Suspension System: Type 1 Edge: Square

ACT2: Manufacturer: Armstrong Style: Clean Room VL Size: 24" x 24" x 5/8" thick Suspension System: Type II

1. ALL WALL PAINT TO EXTEND TO DECK WHEN CEILING IS

EXPOSED. PAINT EVERYTHING EXPOSED TO VIEW INCLUDING

BUT NOT LIMITED TO FIRE PROTECTION, STRUCTURAL,

MECHANICAL, ELECTRICAL. REFER TO REFLECTED CEILING

PLANS.

2. PAINT TEST AREA OF ALL PAINT COLORS FOR ARCHITECTS

APPROVAL BEFORE PROCEEDING.

3. RUBBER BASE @ CASEWORK TO MATCH RUBBER BASE IN

ROOM, UNLESS NOTED OTHERWISE.

4. PROVIDE QUARTZ. WINDOW SILL AT ALL WINDOW SILLS 7'-0"

AFF OR BELOW.

GENERAL NOTES:

1. SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH

REQUIREMENTS.

2. PREPARE AND PAINT ALL EXPOSED DUCTWORK, STRUCTURAL

STEEL, CONDUIT, ETC IN THESE SPACES.

3. REFER TO BID OPTIONS FOR FLOOR FINISHES IN THIS AREA.

SPECIFIC NOTES:

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

Te l.

. 5

W W

A R

C H

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A3.1

FINISH

SCHEDULES

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JANUARY 2023

ME/JP/JLJ

DCD / FEL

FIRST FLOOR FINISH SCHEDULE

NO. ROOM NAME

FLOOR WALL

CEILING FINISH

DOORS MILLWORK

SPECIFIC NOTES

BASE BID

FINISH

ALTERNATE

FINISH

BASE

FINISH

CASING

& TRIM

CASEWORK

COUNTER

TOP

NORTH

W…

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

File details come from the government source that posted it. Updated Jul 25, 2023.