BRKR212008 Type B3 Drawings SIGNED.pdf

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DRAWING INDEX

SHEET NO. SHEET NAME

07 MECHANICAL

M0.1 GENERAL MECHANICAL NOTES, LEGEND, AND ABBREVIATIONS

M1.1 MECHANICAL DEMOLITION PLAN

M2.1 MECHANICAL NEW WORK PLAN AND SECTIONS

M5.1 MECHANICAL DETAILS

M5.2 MECHANICAL DETAILS

M6.1 MECHANICAL SCHEDULES

M7.1 MECHANICAL CONTROLS

08 MASS NOTIFICATION

MN1.1 MASS NOTIFICATION PLAN

09 ELECTRICAL

E0.1 ELECTRICAL LEGEND & NOTES

E0.2 ELECTRICAL LEGEND & NOTES

E1.1 ELECTRICAL RISER & NOTES

E1.2 ELECTRICAL GROUNDING DETAILS

E1.3 ELECTRICAL - GROUNDING DETAILS

E2.1 ELECTRICAL - LUMINAIRE SCHEDULE & DETAILS

E2.2 ELECTRICAL - LIGHTING DETAILS

E2.3 ELECTRICAL - PANEL SCHEDULES & DETAILS

E2.4 ELECTRICAL - EQUIPMENT SCHEDULES

E3.1 ELECTRICAL - SITE PLAN

E4.0 ELECTRICAL - FLOOR PLAN - DEMOLITION

E4.1 ELECTRICAL - FLOOR PLAN - LIGHTING

E5.1 ELECTRICAL - FLOOR PLAN - POWER

E5.2 ELECTRICAL - FLOOR PLAN - EQUIPMENT POWER

E6.1 ELECTRICAL - FLOOR PLAN - AUXILIARY

E6.2 ELECTRICAL - SECURITY AND ACCESS CONTROLS

E6.3 ELECTRICAL - COMMUNICATION DETAILS

E6.4 ELECTRICAL - COMMUNICATION DETAILS

DRAWING INDEX

SHEET NO. SHEET NAME

00 TITLE

T1.0 TITLE SHEET

T2.0 GENERAL WORK NOTES, ABBREVIATIONS & SYMBOLS

T3.0 TYPICAL MOUNTING HEIGHTS & CLEARANCES

01 LIFE SAFETY

LS1.0 LIFE SAFETY

03 CIVIL

C1.1 SITE PLAN

C2.1 SITE DETAILS

04 ARCHITECTURAL

A1.0 DEMOLITION NOTES

A2.1 FLOOR PLANS

A3.1 FINISH SCHEDULES

A3.2 DOOR SCHEDULE, SECTION, & DETAILS

A6.1 ENLARGED FLOOR PLANS

05 FIRE PROTECTION

FD1.1 FIRE PROTECTION DEMOLITION PLAN

06 PLUMBING

P1.1 PLUMBING PLAN - WASTE AND WATER

P6.1 SCHEDULES, LEGEND, AND RISER DIAGRAM

RENOVATE BUILDING 410

Sumpter Smith Joint National Guard Base

BRKR 212008

Birmingham IAP (ANG), AL

Architect:

Design Team: Consulting Engineers:

Approvals:

Title: Signature: Date:

Base Commander

Base Civil Engineer

Base Project Engineer

Bio Environmental Eng.

Safety

Security Police

Base Communications

Fire Chief

Using Agent

Mechanical:

Electrical: Civil:

Rev. Description 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

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) 3

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. 5

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Date

Drawn By

Checked By

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GENERAL WORK

NOTES,

ABBREVIATIONS &

SYMBOLS

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MAY 2023

NV/HK

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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 THE GOVERNMENT.

CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY CONDITIONS

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

WORK REQUIRED PRIOR TO BID.

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

DISCREPANCY OCCURS, NOTIFY THE GOVERNMENT PRIOR TO FRAMING.

3. CONTRACTOR TO VERIFY ALL FINISHED DIMENSIONS BEFORE INSTALLATION OF

CABINET WORK AND TRIMWORK.

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

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

AS SHOWN ON PLAN RELATIVE TO EXISTING CONDITIONS.

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

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

IMMEDIATELY TO THE GOVERNMENT ANY VARIANCES OR FIELD CONDITIONS THAT

MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK.

CONTRACTOR'S REPONSIBILITY TO COORDINATE THE WORK

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

FURNISH INFORMATION NECESSARY TO ADJUST, MOVE OR RELOCATE EXISTING

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

OR AFFECTED BY CONSTRUCTION. COORDINATE WITH LOCAL AUTHORITIES

HAVING JURISDICTION WITH CONSTRUCTION.

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

OF MECHANICAL ROOMS WITH EQUIPMENT. IF DISCREPANCY OCCURS, NOTIFY

THE GOVERNMENT PRIOR TO FRAMING.

3. CONTRACTOR TO COORDINATE PLUMBING AND MECHANICAL LINES WITH CEILING

HEIGHTS, ABOVE CEILING AREAS AND STRUCTURAL ELEMENTS.

4. CONTRACTOR TO VERIFY WITH STRUCTURAL, PLUMBING, MECHANICAL, AND

ELECTRICAL THE QUANTITY AND SIZES OF ALL SLEEVES REQUIRED. ALL SLEEVES

TO BE ONE HOUR RATED, PROVIDE GREATER RATING IF PENETRATING INTO HIGHER

RATED SPACE.

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

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

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

ELECTRICAL, AND LIGHTING WITH STRUCTURAL ELEMENTS WHERE THERE IS

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

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

7. COORDINATE LOCATION OF SWITCHES, OUTLETS, THERMOSTATS, LIGHTS, ETC. W/

SHELVING, TRIM, MARKER BOARDS, AND CABINETRY. MOVE AS REQUIRED TO

MISS SHELVING, STORAGE, CASEWORK, VISUAL DISPLAY BOARDS.

8. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT HEAD HEIGHT IS NOT

ENCUMBERED AND SERVICES ARE AS TIGHT UP TO STRUCTURE AS POSSIBLE,

THIS WILL INCLUDE JOGGING DUCTS, SPRINKLER LINES, PLUMBING LINES,

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

HEIGHTS AS INDICATED. COORDINATE INSTALLATION AND SEQUENCING OF

DISCIPLINES TO ACHIEVE.

9. THE GENERAL CONTRACTOR SHALL STAKE OUT ALL MAJOR FEATURES SHOWN ON

THE SITE PLAN TO VERIFY THE SITE LAYOUT RELATIVE TO THE PROPERTY LINES AND

SITE CONDITIONS PRIOR TO ANY UTILITIES OR FOOTINGS BEING INSTALLED.

10. 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.

11. 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.

12. 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

13. 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 OR SOUND-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 OR SOUND WALLS IN WORK AREAS ARE TO BE

CARRIED TO THE UNDERSIDE OF THE ROOF DECK AND SEALED AS REQUIRED

FOR NECESSARY 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.

M A X

" M

A X

" M

IN

PAPER TOWEL

DISPENSER

MIRROR

SOAP

DISPENSER

ROBE

HOOK

TO

T

O P

O F

H O

O K

" T

YP

LAVATORY. PROVIDE ADA

INSULATION KIT WHEN REQUIRED

URINAL

42" MIN

MAX

1' - 0"

" M

IN

" M

IN

" M

IN

" M

IN

WATER

CLOSET

TOILET

PAPER

DISPENSER

SANITARY

NAPKIN

DISPOSAL

HORIZONTAL

GRAB BAR

VERTICAL GRAB BAR

MIN

1' - 3"

39 MIN - 41 MAX

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 A X

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

SHERE LOCATED IN

CIRCULATION PATH

" 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

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TYPICAL

MOUNTING

HEIGHTS &

CLEARANCES

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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

5 ADA DOOR OPENING MANEUVERING CLEARANCES

1235 SF

B-CONCENTRATED

FE

C

EW

C

301 SF

B-MECH

365 SF

B-GENERAL

172 SF

B-CONFERENCE

81 SF

B-IT

FEB

HANDICAP ACCESSIBLE EXIT LOCATION

FIRE EXTINGUISHER CABINET (2A:10B:C)FEC

ELECTRIC WATER COOLER - SEE PLUMBINGEWC

SAPF PERIMETER MEETING ICD 705, STC 50

EMERGENCY EXIT SIGNAGE

IBC GROUP B (BUSINESS)

15 NET SF PER OCCUPANT PER UFC 3-600-01

ORDINARY HAZARD PER NFPA 101

SYMBOLS LEGEND

ROOM TAG

ROOM NAME

150 SF

EGRESS CALCULATION LEGEND:

IBC GROUP B (BUSINESS)

50 NET SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD PER NFPA 101

IBC GROUP B (BUSINESS)

150 NET SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD PER NFPA 101

IBC GROUP B (BUSINESS)

300 NET SF PER OCCUPANT PER UFC 3-600-01

ORDINARY HAZARD PER NFPA 101

IBC GROUP B (BUSINESS)

500 NET SF PER OCCUPANT PER UFC 3-600-01

ORDINARY HAZARD PER NFPA 101

FIRE EXTINGUISHER BRACKET (2A:10B:C)

FEB

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Sheet Title

Project Title

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(D

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Date

Drawn By

Checked By

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LS1.0

LIFE SAFETY

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MAY 2023

NV/HK

DCD

APPLICABLE CODES:

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

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

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

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

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

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

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

ACCESSIBILITY CODE......2010 ADA STANDARDS

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

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

NFPA 101 CHAPTER 6:

• SEE LEGEND ON LIFE SAFETY PLAN

IBC CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS:

• NOT APPLICABLE

IBC CHAPTER 5 - GENERAL BUILDING HEIGHTS & AREAS:

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

• ALLOWABLE BUILDING HEIGHT (PER TABLE 504.3)

55 FEET ABOVE GRADE PLANE

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

3 STORIES ABOVE GRADE PLANE

• ALLOWABLE TABULAR BUILDING AREA (PER TABLE 506.2)

23,000 SQUARE FEET

• FIRE SEPARATION REQUIREMENTS NONSEPARATED OCCUPANCIES

PROTECTION FROM HAZARDS PER NFPA 101 38.3.2

NO PROTECTION FROM HAZARDS REQUIRED

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 30'-0" 0 HR

IBC CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES:

• FIRE WALLS (PER NFPA 8.3.2)

NO FIRE WALLS ARE PRESENT WITHIN THE SCOPE OF THE PROJECT

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

• FINISH MATERIAL RATING REQUIREMENTS (PER NFPA 101)

BUSINESS (CHAPTER 38)

EXITS AND EXIT ACCESS CORRIDORS

INTERIOR FLOOR FINISH - NOT LESS THAN CLASS I OR II (38.3.3.1)

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

• SECTION 9-1 - EMERGENCY VEHICLE ACCESS

1. FACILITY DOES NOT REQUIRES ONE MEANS OF ALL-WEATHER EMERGENCY

VEHICLE GROUND ACCESS IN ACCORDANCE WITH 9-1.1

2. FACILITY DOES NOT REQUIRE AERIAL APPARATUS ACCESS IN ACCORDANCE

WITH 9-1.2

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

• OCCUPANCY LOAD (PER TABLE 7.3.1.2):

SEE OCCUPANCY TABLE

• EGRESS CAPACITY SIZING (PER TABLE 7.3.3.1)

SEE CODE CALCULATIONS TABLE(S)

SEE LIFE SAFETY PLAN FOR INDIVIDUAL ROOM EGRESS ANALYSIS

• MINIMUM STAIR WIDTH (PER SECTION 7.3.3.1)

SEE CODE CALCULATIONS TABLE(S)

• NUMBER OF MEANS OF EGRESS (PER SECTION 7.4.1)

TOTAL NUMBER OF EXITS REQUIRED

NEW BUSINESS OCCUPANCY (CHAPTER 38)

GROUND FLOOR - 1 EXIT REQUIRED

• COMMON PATH OF EGRESS TRAVEL DISTANCE

BUSINESS OCCUPANCY (CHAPTER 38)

75 FT PER 38.2.5.3.3

• EXIT ACCESS TRAVEL DISTANCE

BUSINESS OCCUPANCY (CHAPTER 38)

200 FEET PER 38.2.6.2

FIRST FLOOR PLAN CODE CALCULATIONS

Name

Occupancy Calculations Egress Width Calculations

Area (SF) Occupancy Factor (SF per Occupant)

Total Occupant Load (Occupants)

Other Egress Component Width

Calculated Width (Other Egress Components)

(Inches)

B-CONCENTRATED 1235 SF 50 SF 25.00 0.2 5.00

B-CONFERENCE 172 SF 15 SF 12.00 0.2 2.40

B-GENERAL 365 SF 150 SF 3.00 0.2 0.60

B-IT 81 SF 300 SF 1.00 0.2 0.20

B-MECH 301 SF 500 SF 1.00 0.2 0.20

Plumbing Fixture Calculations

Name Male

Occupancy Female

Occupancy

Plumbing fixture Calculations

Drinking Fountains Req.

Water Closets Required Lavatories Required Men Women Men Women

B-GENERAL 10 5 0.5 0.25 0.5 0.25 0.2

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

1 LIFE SAFETY PLAN

PLUMBING FIXTURES HAVE BEEN CALCULATED BASED UPON

UFC-3-420.01 USING THE MAXIMUM UTA OCCUPANCY RATE OF 15 IN

ACCORDANCE WITH ANGETL 15.01-00

CODE SUMMARY

TOTAL OCCUPANT LOAD = 42 OCCUPANTS

Rev. Description Date

SECTION 9-18 FIRE ALARM SYSTEMS

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

• 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 NOT 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

3. FIRE HYDRANTS ARE PROVIDED IN ACCORDANCE WITH 9-3.5.8.1.

A. THERE IS TWO EXISTING HYDRANTS IN THE PROXIMITY OF THE

BUILDING TO ALLOW THE FIRE FLOW TO BE MET WITHOUT EXCEEDING

1,250GPM PER HYDRANT.

SECTION 9-2 FIRE FLOW

THE CALCULATED FIRE FLOW FOR THE FACILITY IS 1,500GPM @ 20PSI FOR

2 HOURS PER 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 WITHINT 350 FT OF A

HYDRANT

2. FIRE HYDRANTS IN ACCORDANCE WITH 9-3.5.8.4 - NOT APPLICABLE

3. FIRE DEPARTMENT ACCESS COMPLIES WITH NFPA 1.

DEAD ENDS

BUSINESS (CHAPTER 38)

20 FEET PER 38.2.5.3.2

3-600-0

13' - 2" 10' - 7"

11' - 11 1/4"

2' - 10" 16' - 0" 30' - 0" 32' - 4" 16' - 0" 2' - 10"

100' - 0"

3' - 0"6' - 0"

2 2 21 1 8

3 38

2 2 2 21 1 1 8

3 3

LEGEND:

EXISTING TO BE DEMOLISHED, SHORE AS REQUIRED.

EXISTING TO REMAIN

DOTTED LINE GENERALLY INDICATES EXISTING AREAS TO BE REMOVED, INCLUDING BUT

NOT LIMITED TO WALLS, DOORS, FLOOR COVERING, CEILINGS, ETC... IN CASE OF

UNCERTAINTY PROVIDE WRITTEN REQUEST TO ARCHITECT.

# SEE SPECIFIC DEMOLITION NOTE (#) NUMBER FOR WORK

TO BE DONE

# REMOVE EXISTING DOOR (SEE SPECIFIC DEMOLITION

NOTE # NUMBER FOR SPECIFIC DETAILS).

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General Demolition Notes:

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

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

CONTRACTOR'S RESPONSIBILTY TO VERIFY ACCURACY OF EXISTING CONDITIONS:

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

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

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

CONTRACTOR RESPONSIBLE FOR AN ACCURATE REPRESENTATION OF THE EXISTING CONDITIONS.

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

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

THOROUGHLY RESEARCHED PRIOR TO CONSTRUCTION AND ANY DRAWINGS SHALL BE IMMEDIATELY DISCUSSED WITH THE GOVERNMENT PRIOR TO BEGINNING CONSTRUCTION IN THE AFFECTED AREA.

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

READILY APPARENT BY A THOROUGH OBSERVATION.

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

DISCREPANCIES WITH 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 RESPONSIBILTY TO REMOVE ALL ENCUMBRANCES REQUIRED FOR PROPER INSTALLATION OF

NEW SYSTEMS:

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

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

PLANS.

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

SHOWN ON DEMOLITION PLANS.

3. REMOVE ALL CEILINGS AND ITEMS ABOVE CEILINGS THAT ARE NOT REQUIRED IN THE RENOVATED BUILDING AND AS REQUIRED TO INSTALL NEW HVAC, PLUMBING, LIGHTING, ELECTRICAL, ETC. FOR FULLY

FUNCTIONING SYSTEMS.

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

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

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

RENOVATED PROJECT. PROVIDE PATCHING WITH MATERIALS CONSISTENT WITH ADJACENT MATERIALS

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

6. REMOVE EXISTING FLOORING AS REQUIRED TO INSTALL NEW FLOORING. PROVIDE MANUFACTURE’S REQUIRED LEVELING MATERIALS PRIOR TO INSTALLING NEW FLOORS. REFER TO SPECIFICATIONS OF FLOORING FOR ADDITIONAL REQUIREMENTS. FIELD TEST EXISTING FLOORING SUBSTRATE AS REQUIRED BY PROJECT SPECIFICATIONS AND/OR FLOORING MANUFACTURER TO ENSURE MOISTURE CONTENT, RELATIVE HUMIDITY, FLOOR FLATNESS, AND OTHER SUBSTRATE CONDITIONS ARE WITHIN ACCEPTABLE RANGES FOR INSTALLATION OF NEW SCHEDULED FLOOR MATERIALS INTENDED TO BE INSTALLED.

PROVIDE MANUFACTURER'S WRITTEN ACCEPTANCE OF SUBSTRATE CONDITIONS PRIOR TO PROCEEDING WITH INSTALLATION OF NEW FLOOR SYSTEMS. INSTALLATION OF NEW FLOORING SYSTEMS INDICATED

ACCEPTANCE OF THE SUBSTRATE BY THE CONTRACTOR AND INSTALLER.

7. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE REMOVAL OF DEMOLISHED MATERIALS: FOR THE PATCHING OF EXISTING SURFACES, INCLUDING OPENINGS IN FLOORS, WALLS, ETC. TO MATCH UNDISTURBED EXISTING SURFACES, AND FOR LEAVING THE AREA IN A CLEAN CONDITION. REFER TO

CONTRACT DOCUMENTS FOR SPECIFIC FLOOR RELATED DETAILS.

General Demolition Notes (Continued):

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

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

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

EXTERIOR FINISHES THAT WERE COMPROMISED DURING THE COURSE OF CONSTRUCTION.

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

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

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

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

THE GOVERNMENT ASSUMES NO LIABILITY FOR EXTRA WORK OR ADDITIONAL COMPENSATION DUE TO FAILURE OF THE TRADE CONTRACTOR OR SUBCONTRACTORS TO COMPLY WITH ANY AND ALL SUCH

REGULATIONS THAT APPLY.

ADDITIONAL MISCELLANEOUS PROVISIONS

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

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

ISOLATED WORK AREAS ARE NOT NOTED. SHOULD A CONDITION OCCUR THAT IS NOT SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL DEMOLITION NOTES OR A SPECIFIC WORK NOTE(S) USED IN OTHER SIMILAR CONDITIONS, WHICHEVER IS MORE STRINGENT, PER APPROVAL

OF THE GOVERNMENT.

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

REQUIRMENTS AND OTHER SPECIFICATION SECTIONS REQUIRED.

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

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

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

EXISTING SLABS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

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

FRAME TO BE PAINTED.

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

SPECIFIC DEMOLITION NOTES:

REMOVE EXISTING DOOR AND FRAME. SHORE EXISTING OPENING AND PREPARE FOR NEW CMU BLOCK,INFILL

REMOVE EXISTING LOUVER. SHORE EXISTING OPENING AND PREPARE FOR NEW CMU BLOCK, INFILL

CUT OPENING IN PREPARATION FOR INSTALLATION OF NEW DOOR. PROVIDE TEMPORARY SURPPORT UNTIL

NEW HEADED AN BE INSTALLED.

REMOVE PORTION OF INTERIOR WALL TO ADD NEW DOORS

REMOVE EXISTING FLOOR SLAB IN LOCATION MARKED IN PREPARATION FOR NEW WORK

REMOVE EXISTING INTERIOR WALLS, DOORS AND WALL HEATERS IN THEIR ENTIRETY

REMOVE EXISTING LOUVER. MODIFY OPENING AS REQUIRED TO INSTALL NEW LOUVER - SEE MECHANICAL

REMOVE EXISTING DOOR AND FRAME MODIFY OPENING AS REQUIRED TO ACCEPT NEW SCHEDULED OPENING

REMOVE EXISTING CURBS AS REQUIRED TO INSTALL GROUT LEVELING WITH MINIMUM 2" THICKNESS

THROUGHTOUT ENTIRE FLOOR AREA.

3/32" = 1'-0"A1.0

1 FIRST FLOOR DEMOLITION PLAN

3/32" = 1'-0"A1.0

2 NORTHEAST DEMOLITION ELEVATION

3/32" = 1'-0"A1.0

3 SOUTHEAST DEMOLITION ELEVATION

3/32" = 1'-0"A1.0

4 SOUTHWEST DEMOLITION ELEVATION

Rev. Description Date

GCJ

266 SF

HVAC

62 SF

SERVER

1200 SF

SCIF WORK

AREA

63 SF

MEN'S

63 SF

WOMEN'S

52 SF

MANLOCK

149 SF

CONFERENCE

EXISTING FIRE WATER RISER

NEW DOMESTIC WATER RISER

RELOCATED HVAC UNITS - SEE

MECHANICAL

A2.1

A2.1

A6.1

B3

B3

B3

C3

E3

C3

B3

B3

C3 B3

C3

A3

B3

B3

B3

A3

B3

B3

C3

/4

5' - 7 1/2"

A6

1025B

1025A

3,43,4

3,4

3,4

3,4

3,4

4' - 7 1/4" 11' - 10 3/4" 13' - 6 1/2"

/4

5' - 9 1/2"4' - 6"

3,4

3,4

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

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

DIMENSION NOTES: ALL DIMENSIONS ARE MEASURED AS FOLLOWS:

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

- CMU WALLS ARE DIMENSIONED TO THE FACE OF THE CMU.

- CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO LAYING OUT THE

WORK. NOTIFIY THE GOVERNMENT OF ANY DEVIATIONS THAT COULD IMPACT THE DESIGN.

LEGEND

WALL TAG

# SPECIFIC NOTE TAG

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

GENERAL NOTESSPECIFIC 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.

DOOR TAG202A

SECTION TAG ELEVATION TAG

2 EXTERIOR WALLS TO RECIEVE ALL NEW PAINT

A101

Ref

1Re f

1 Re f

Ref

A101

SIM

SAPF PERIMETER MEETING ICD 705, STC 50

NOTES: ALL FURNITURE SHOWN ON PLAN IS NOT INCLUDED IN CONTRACT AND IS PROVIDED FOR GENERAL INFORAMTION ONLY.

- FINISH AND PAINT SHEETROCK ALL THE WAY FROM

CONCRETE FLOOR SLAB TO UNDERSIDE OF ROOF DECK .

(INCLUDING AREAS CONCEALED ABOVE CEILINGS) ON BOTH

SIDES OF INTERIOR WALLS AND ON INTERIOR SIDE OF

EXTERIOR WALLS. CONTINUE ON UNDERSIDE OF ROOF

SYSTEMS - REFER TO SECTIONS

REFER TO 6/A2.1 AND 4/A3.2. PROVIDE MULTI-LAYER

GYPSUM EXTERIOR WALL AND CEILING ASSEMBLY IN THESE

SPACES AS REQUIRED BY ICD-705

4 REFER TO SPECIFICATION SECTION 03 5416 AND WALL

SECTIONS. PREPARE EXISTING CONCRETE SUBSTRATE AS

REQUIRED AND INSTALL HYRAULIC CEMENT LEVELING

UNDERLAYMENT (IN A TWO COATED APPLICATION) AS

REQUIRED TO LEVEL EXISTING FLOORS PRIOR TO

INSTALLATION OF NEW WALLS AND FLOOR COVERINGS.

SILL

PLAN

HEAD

5/8" GYPSUM WALL BOARD

ACOUSTICAL INSULATION

**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 A

SILL

PLAN

HEAD

2 LAYERS OF 5/8" GYPSUM WALL BOARD WITH JOINTS

STAGGERED. TAPE AND MUD FIRST LAYER. TAPE, MUD,

FINISH TO A LEVEL 4 FINISH, AND PAINT SECOND LAYER.

ACOUSTICAL INSULATION

**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 B

ACOUSTIC SEALANT

ACOUSTIC SEALANT

SILL

PLAN

HEAD

5/8" GYPSUM WALL BOARD

ACOUSTICAL INSULATION

**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 C

SILL

PLAN

HEAD

ACOUSTICAL INSULATION

**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 E

ACOUSTIC SEALANT

ACOUSTIC SEALANT

2 LAYERS OF 5/8" GYPSUM WALL BOARD ON BOTH SIDES.

STAGGER JOINTS (BOTH SIDES). TAPE AND MUD FIRST

LAYER (BOTH SIDES). TAPE, MUD, FINISH TO A LEVEL 4

FINISH, AND PAINT SECOND LAYER (BOTH SIDES)

PARTITION TAG LEGEND

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**

1 2

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3/16" = 1'-0"A2.1

2 FIRST FLOOR/WALL TYPE PLAN

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

1 PARTITION TYPE A

A6 6" 7 1/4" A3 3 5/8" 4 7/8"

TYPE STUD... PARTITION THICKNESS

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

3 PARTITION TYPE B

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

4 PARTITION TYPE C

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

5 PARTITION TYPE E

B3 3 5/8" 4 7/8"

TYPE STUD THICKNESS PARTITION THICKNESS

C3 3 5/8" 4 7/8"

TYPE STUD THICKNESS PARTITION THICKNESS

E3 3 5/8" 4 7/8"

TYPE STUD THICKNESS PARTITION THICKNESS

3/16" = 1'-0"A2.1

6 WALL SECTION DETAIL

PNT1: MAIN WALL COLOR

Manufacturer: Sherwin Williams Color: Requisite Gray SW7023

PNT 2: MAIN INTERIOR DOOR COLOR

Manufacturer: Sherwin Williams Color: Urbane Bronze SW7048

PNT 3: DRYWALL FOR CEILINGS

Manufacturer: Sherwin Williams Color: Snowbound SW7004

PNT 4: BATHROOM WALL PAINT COLOR

Manufacturer: Sherwin Williams Color: Foggy Day SW6235

PNT 5: EXTERIOR DOORS/ FRAMES

Manufacturer: Sherwin Williams Color: Urbane Bronze SW7048

CPT1: Manufacturer: Shaw Contract Style: Memory Tile Color: Nestle Size: 24" x 24" Install Method: Monolithic

RB1: RUBBER BASE

Manufacturer:Roppe Color: P178 Pewter

TB1: TILE BASE

Manufacturer: Daltile Style: Exquisite Color: Ivory EQ10 Size: Cove Base 6 x 12 Shape Number: P36C9

HT1: Manufacturer: Daltile Style: Exquisite Color: Ivory EQ10 Size: 12 x 24 Install Pattern: 1/3 Ashlar

CARPET TILE

RUBBER BASEFLOOR TILE PAINT

SC: Sealed Concrete See Spec Section: 09 9123

CONCRETE

FINISH SCHEDULE LEGEND

ACT1: Style: Mineral Fiber, Beveled Tegular Size: 24"x24" Color: White Suspension System: 15/16" Exposed Tee

ACT2: Style: Vinyl Coated, Square edge Size: 24"x24" Color: White Suspension System: 15/16" Exposed Tee

ACOUSTIC CEILING

STATIC DISSIPATIVE TILE

SDT: Manufacturer: Armstrong Type: Excelon SDT Tile Color: Armor Gray 51951

SOLID SURFACE (@ HAND DRYERS)

SS1: Manufacturer: Corian Color: Cameo White Edge Finish: Beveled

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.

2.) PAINT TEST AREA OF ALL PAINT COLORS FOR GOVERNMENT'S APPROVAL BEFORE

PROCEEDING.

GENERAL NOTES:

1.) SOLID SURFACE BEHIND THE HAND DRYER

2.) CEILINGS ARE TO BE CONSTRUCTED WITH TWO LAYERS OF 5/8" GYPSUM AT ROOF

LEVEL- SEE A3.2. TAPE AND MUD FIRST LAYER. TAPE, MUD, FINISH, AND PAINT SECOND

LAYER REGARDLESS OF IF SPACE IS SCHEDULED TO RECEIVE ACOUSTICAL TILE CEILING

CONCEALING GYPSUM CEILING.

3.) USE MOLD RESISTANT GYPSUM WALL BOARD IN ALL RESTROOMS.

4.) SEE ENLARGED PLANS AND ELEVATIONS.

5.) PAINT EXTERIOR PORTIONS OF DOOR/ FRAME PNT5.

SPECIFIC NOTES:

266 SF

HVAC

62 SF

SERVER

1200 SF

SCIF WORK

AREA

63 SF

MEN'S

63 SF

WOMEN'S

52 SF

MANLOCK

149 SF

CONFERENCE

TILE

LEGEND

CONC.

CARPET SDT

ACT1:

SEE FINISH SECHEDULE

SECTION 09 5100 -

ACOUSTICAL CEILINGS

SEE FINISH SCHEDULE

SECTION 09 5100 -

ACOUSTICAL CEILINGS

ACT2:

GWB:

SEE FINISH SECHEDULE

SECTION 09 2116 -

GYPSUM BOARD ASSEMBLIES

EXISTING CEILING

AND STRUCTURE

ETR:

LIGHT FIXTURE - SEE ELECTRICAL

EXISTING ROOF GIRTS

EXISTING STRUCTURAL FRAME

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

Sheet Number

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SCHEDULES

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MAY 2023

NV/HK

DCD

FIRST FLOOR FINISH SCHEDULE

NO. ROOM NAME

FLOOR WALL CEILING DOORS MILLWORK

NOTESFINISH BASE FINISH

FINISH

MATERIAL FINISH FINISH CASING & TRIM CASEWORK COUNTERTOPNORTH WALL EAST WALL SOUTH WALL WEST WALL

GROUND LEVEL

1020 HVAC CONCRETE RB1 PNT1 PNT1 PNT1 PNT1 EXISTING PNT3 PNT2 PNT2 5

1021 SERVER SDT RB 1 PNT1 PNT1 PNT1 PNT1 GWB (NOTE 2) ACT1 PNT2 PNT2 2

1023 MEN'S HT1 TB 1 PNT4 PNT4 PNT4 PNT4 GWB (NOTE 2) ACT2 PNT2 PNT2 1, 2, 3, 4

1024 WOMEN'S HT1 TB 1 PNT4 PNT4 PNT4 PNT4 GWB (NOTE 2) ACT2 PNT2 PNT2 1, 2, 3, 4

1025 MANLOCK CPT1 RB 1 PNT1 PNT1 PNT1 PNT1 GWB (NOTE 2) ACT1 PNT2 PNT2 1,2,5

1026 SCIF WORK AREA CPT1 RB 1 PNT1 PNT1 PNT1 PNT1 GWB (NOTE 2) PNT 3 PNT2 PNT2 1,2,5

1027 CONFERENCE CPT1 RB 1 PNT1 PNT1 PNT1 PNT1 GWB ACT1 PNT2 PNT2 1,2

1/8" = 1'-0"A3.1

1 FINISH FIRST FLOOR PLAN

NOTE: FLOOR PATTERNS ARE FOR DIAGRAMATIC PURPOSES ONLY. REFER TO ENLARGED

FLOOR PLANS, SPECIFICATIONS, AND FINISH LEGEND FOR ACTUAL INSTALLATION PATTERNS.

1/8" = 1'-0"A3.1

2 REFLECTED CEILING PLAN

PROVIDE HOLD OPEN CLIPS FOR ALL CEILING TILES IN VESTIBULE 1025.

WIDTH

SCHEDULED FRAME

2"2"

S C H

ED

U

LE

D H

EI

G

H T

SAPF- F3

EXTERIOR SECURE ACCESS

PROGRAM FACILITY

SAPF ENTRANCE

FRAME

HM F1

HOLLOW METAL

FRAME

WIDTH

SCHEDULED DOOR

2"2"

S C H

ED

U

LE

D H

EI

G

H T

HM F2

HOLLOW METAL

FRAME

WIDTH

SCHEDULED FRAME

2"2"

S C H

ED

U

LE

D H

EI

G

H T

"2

WIDTH

SCHEDULED DOOR

S C H

ED

U

LE

D H

EI

G

H T

SAPF-3

SECURE ACCESS

PROGRAM FACILITY

ENTRANCE DOOR

DOOR

SCHEDULED WIDTH

S C H

ED

U

LE

D H

EI

G

H T

F HM

FLUSH

HOLLOW METAL

DOOR

DOOR

SCHEDULED WIDTH

S C H

ED

U

LE

D H

EI

G

H T

F HM EXT

INSULATED FLUSH

HOLLOW METAL

EXTERIOR DOOR

INSULATION

MTL STUD FRAMING

CMU

CONT. BACKER ROD & SEALANT,

TYP. BOTH SIDES - 3/8" MIN.

FILL WITH GROUT IN

ACCORDANCE WITH ICD

705 REQUIREMENTS

STC 50 RATED DOOR -

SEE SCHEDULE

SILL DETAIL

STC 50 RATED DOOR -

SEE SCHEDULE

HOLLOW METAL FRAME BEYOND

ALUMINIUM THRESHOLD SET IN

FULL BED OF SEALANT - SEE

HARDWARE SCHEDULE

PEJ

MTL STUD FRAMING

GYMSUM WALLBOARD

INSULATION

CMU

STC 50 RATED DOOR -

SEE SCHEDULE

CONTINUOUS BACKER ROD &

SEALANT 3/8" MIN. (BOTH

SIDES)

MASONRY "T" ANCHOR, SEE

SPECIFICATIONS FOR SPACING

REQUIREMENTS

JAMB DETAIL

HEAD DETAIL

CMU BOND BEAM, (2) #5 AT

BOTTOM. 16" MIN. BEARING EACH

SIDE.

WALL FLASHING

GYPSUM WALLBOARD

CORNER BEAD

ACOUSTIC DOOR

FRAME - SEE DOOR

SCHEDULE

CORNER BEAD

FILL WITH GROUT IN

ACCORDANCE WITH ICD

705 REQUIREMENTS

ACOUSTIC DOOR

FRAME - SEE DOOR

SCHEDULE

EXISTING CMU TO REMAIN 6X6X3/8" ANGLE SHORING

BEAR 24" EACH SIDE OF

NEW OPENING AS REQUIRED

TO INSTALL NEW LINTEL

REMOVE AND PATCH

MASONRY MORTAR

FOLLOWING INSTALLATION

OF NEW LINTEL AND JAMB

BLOCKS

EXISTING CMU TO REMAIN

#5 BAR - DOWEL INTO EXISTING

FOUNDATION WALL WITH 8"

EMBEDMENT. LAP SPLICE AS

REQUIRED AND CONTINUE

JAMB REINFORCEMENT

THROUGH LINTEL ABOVE

GYPSUM WALLBOARD

BATT INSULATION

METAL STUD JAMB / HEAD FRAMING,

SEE STRUCTURAL

SEALANT, TYPICAL EACH SIDE

FRAME TYPE VARIES, SEE DOOR

SCHEDULE

SEE DOOR SCHEDULE

1/2" 1/2"

WALL TYPE PLAN

SEE

EXISTING ROOF

ACOUSTIC SEALANT

NEW GYPSUM WALLBOARD (2 LAYERS)

NEW INSULATION

NEW MTL STUD FRAMING

EXISTING CMU WALL (PAINT)

NEW CMU WALL (PAINT)

FINISH FLOOR

FLOOR LEVELER

NEW CONCRETE

EXISTING SLAB

A3.2

NOTE: ALL EXTERIOR WALLS AND ROOFS WITHIN SECURE AREAS TO

BE PROVIDED WITH METAL FRAMING, INSULATION, AND GYPSUM

WALLBOARD INDICATED ON THIS DRAWING. FIRST LAYER OF

GYPSUM BOARD TO BE TAPED AND MUDDED. SECOND LAYER OF

GYPSUM BOARD TO BE TAPED, MUDDED, FINISHED, AND PAINTED

WITH JOINTS STAGGERED FROM BASE LAYER. PAINT ENTIRE EXTENT

OF NEW GYPSUM WALL/ROOF ASSEMBLY.

NEW GYPSUM WALLBOARD (2 LAYERS)

NEW INSULATION

NEW MTL STUD FRAMING

A3.2

Sim

ACOUSTIC SEALANT

FRAMING

INSULATION

GYPSUM BOARD

CORNER BEAD

SIGN TYPE: A

6"

EXIT

SIGN TYPE: B

8"

NO

EXIT

SIGNAGE SCHEDULE

NOTE: ALL SIGNS SHALL

COMPLY WITH NFPA 101

AND ANSI A117.1

SIGN TYPE: C

8"

ROOM 100

ROOM NAME

CHANGABLE

WINDOW PLAQUE

SIGN TYPE: D

8"

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

R C

H .C

O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

RE

IN

TE

RI

O R

D E

SI

G

N

A3.2

DOOR SCHEDULE,

SECTION, &

DETAILS

RE

N

O V

A

TE

B

LD

G

Su m pt er

S m ith Jo in t N at io na l G ua rd

B as e Bi rm in gh am

, A L

19059 / BRKR212008

MAY 2023

NV/HK

DCD

DOOR, OPENING & FRAME SCHEDULE

DOOR

NO.

DOOR FRAME

GLAZING TYPE

DETAILS

SIGN TYPE COMMENTSWIDTH HEIGHT THICKNESS LEAVES TYPE WIDTH TYPE

HEAD

DETAIL JAMB DETAIL

SILL

DETAIL

GROUND LEVEL

1020 3' - 0" 7' - 0" 0' - 1 3/4" 2 F HM EXT 6' - 0" HM F2 2/A3.2 2/A3.2 2/A3.2 C

1021 3' - 0" 7' - 0" 0' - 1 3/4" 1 F HM 3' - 0" HM F1 3/A3.2 3/A3.2 SIM B

1023 3' - 0" 7' - 0" 0' - 1 3/4" 1 F HM 3' - 0" HM F1 3/A3.2 3/A3.2 SIM D

1024 3' - 0" 7' - 0" 0' - 1 3/4" 1 F HM 3' - 0" HM F1 3/A3.2 3/A3.2 SIM D

1025A 3' - 0" 7' - 0" 0' - 1 3/4" 1 SAPF-3 3' - 0" SAPF-F3 2/A3.2 2/A3.2 2/A3.2 A STC-50

1025B 3' - 0" 7' - 0" 0' - 1 3/4" 1 F HM 3' - 0" HM F1 3/A3.2 3/A3.2 SIM A, C

1026 3' - 0" 7' - 0" 0' - 1 3/4" 1 SAPF-3 3' - 0" SAPF-F3 2/A3.2 2/A3.2 2/A3.2 A STC-50

1027 3' - 0" 7' - 0" 0' - 1 3/4" 1 F HM 3' - 0" HM F1 3/A3.2 3/A3.2 SIM A, B, C

3" = 1'-0"A3.2

2 SAPCA ACOUSTICAL HOLLOW METAL EXTERIOR DETAIL - MASONRY ON CMU

3" = 1'-0"A3.2

3 TYP DOOR HEAD DETAIL (JAMB SIM)

1/2" = 1'-0"A3.2

4 WALL SECTION DETAIL - Callout 1

1 1/2" = 1'-0"A3.2

5 ROOF/WALL STRUCTURE WRAP DETAIL

A6.1 2

A6.1

SIM

1' - 8"

I

BF

E

G

F B E

I

C

C

A

A

J

J

3' - 6 7/8"

1' - 6"

3' - 6 7/8"

1' - 6"

63 SF

WOMEN'S

63 SF

MEN'S

K

G

K

L

L

PNT 4

I J

C

HT-1

M

L

A6

PNT 4

G

E

F

J

A

I

B

HT-1

M

PNT 4

F

E

B

G

HT1

PNT 4

C

1' - 9"

F

HT1

SS1

K

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

R C

H .C

O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

RE

IN

TE

RI

O R

D E

SI

G

N

A6.1

ENLARGED FLOOR

PLANS

RE

N

O V

A

TE

B

LD

G

Su m pt er

S m ith Jo in t N at io na l G ua rd

B as e Bi rm in gh am

, A L

19059 / BRKR212008

MAY 2023

NV/HK

DCD

3/8" = 1'-0"A6.1

1 ENLARGED RESTROOM PLAN

1/2" = 1'-0"A6.1

2 FIRST FLOOR RESTROOM ELEVATION A

1/2" = 1'-0"A6.1

3 FIRST FLOOR RESTROOM ELEVATION B

1/2" = 1'-0"A6.1

4 FIRST FLOOR RESTROOM ELEVATION C

1/2" = 1'-0"A6.1

5 FIRST FLOOR RESTROOM ELEVATION D

GENERAL NOTES:

1. REFER TO SPEC SECTION 10 2800 - TOILET, BATH, AND LAUNDRY ACCESSORIES

FOR TOILET AND BATH ACCESSORIES SCHEDULE.

2. PROVIDE AND INSTALL CONCEALED WOOD BLOCKING IN STUD FRAMING WALLS

FOR SECURING TOILET ACCESSORIES AND TOILET PARTITIONS PER

MANUFACTURERS RECOMMENDATION PRIOR TO INSTALLING SUBSTRATES AND

FINISH WALL MATERIALS.

3. LOCATE AND INSTALL TOILET ACCESSORIES AT HEIGHTS AND DISTANCES

COMPLYING WITH ICC A117.1 (LATEST EDITION), ABA (LATEST EDITION), AND

MANUFACTURERS INSTALLATION RECOMMENDATIONS FOR COMPLYING WITH

ABA.

4. REFER TO PLUMBING FOR ADDITIONAL REQUIREMENTS.

5. PROVIDE 3/4" THICK QUARTZ SS1 AS SHOWN BEHIND ELECTRIC HAND-DRYER AS

SHOWN IN ROOMS 1023 AND 1024. QUARTZ TO PROJECT OUT FROM GYPSUM

WALL BOARD 3/4". THE RUBBER BASE SHALL TERMINATE IN THE 1/4" QUARTZ

PROJECTION.

Project Title

M o n tg o m er y

D o th an

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

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

No. Revision Date

S S

L

MAY 2023

EK

EK

R E

N O

V A

T E

B L

D G

S u m p te r S m it h

J o in t

N at io n al G u ar d B as e

B ir m in gh am

A

L

19059 / BRKR212008

FD1.1

D P

R O

J E C

T

C o n v e r t

B u i l d i n g t

S C

I F D

W G

M e c h

F D d w g

P

M

AutoCAD SHX Text

AutoCAD SHX Text

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TYP.

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TYP.

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AutoCAD SHX Text

PETERSON ENGINEERING INC.

AutoCAD SHX Text

75 SOUTH "F" STREET

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PENSACOLA, FLORIDA 32502

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(850) 434-0513

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(PROF. ENG. #: 3600)

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PEI 21183

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AutoCAD SHX Text E

AutoCAD SHX Text No. 90730 9073090730

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text N

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%%UFIRE PROTECTION DEMO PLAN

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SCALE: 1/4" = 1'-0"

AutoCAD SHX Text 1/4"= 1'-0"

AutoCAD SHX Text 5'

AutoCAD SHX Text 5'

AutoCAD SHX Text

AutoCAD SHX Text

FIRE PROTECTION DEMOLITION PLAN

AutoCAD SHX Text

SHEET NOTES

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AutoCAD SHX Text CONTRACTOR SHALL DEMOLISH THE EXISTING PREACTION SPRINKLER SYSTEM COMPLETELY. LOCATION OF EXISTING FIRE RISER. CUT EXISTING FIRE SPRINKLER RISER FLUSH CUT EXISTING FIRE SPRINKLER RISER FLUSH WITH FLOOR AND FILL WITH CONCRETE TO MATCH EXISTING FLOOR FINISH. THE EXISTING FIRE ALARM SYSTEM IN THE BUILDING SHALL BE DEMOLISHED IN ITS ENTIRETY. DEMOLITION INCLUDES BUT IS NOT LIMITED TO THE FACP, TRANSMITTER, ALL ASSOCIATED DEVICES, CONDUITS, WIRING, AND COMPONENTS. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING FIRE ALARM COMPONENTS TO BE REMOVED. DEVICES ARE NOT SHOWN ON THIS PLAN. PIPING UNDER BUILDING SHALL BE ABANDONED IN PLACE. DEMOLISH FIRE WATER SUPPLY FROM EDGE OF BUILDING BACK TO EXISTING TEE FITTING FOR FIRE HYDRANT. CAP AND SEAL PIPING AT TEE FITTING. REMOVE EXISTING PIV. SEE CIVIL DRAWING C1.1 FOR ALL UNDERGROUND FIRE WATER SUPPLY DEMOLITION.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text NOTE: FIRE SUPPRESSION IS NOT REQUIRED IN THE RENOVATED FACILITY THIS FACILITY DOES NOT EXCEED THE THRESHOLD CRITERIA FOR FIRE SUPPRESSION IN UFC 3-600-01 OR NFPA 101. THE GOVERNMENT HAS DETERMINED AUTOMATIC SPRINKLER OR OTHER FIRE SUPPRESSION SYSTEM IS NOT REQUIRED FOR THE RENOVATED FACILITY PER UFC 3-600-01 1-12.8. NOTE: FIRE ALARM SYSTEM IS NOT REQUIRED IN THE RENOVATED FACILITY THIS FACILITY DOES NOT EXCEED THE THRESHOLD CRITERIA FOR FIRE SUPPRESSION IN UFC 3-600-01 OR NFPA 101 AND THEREFORE FIRE ALARM SYSTEM IS NOT REQUIRED FOR THE RENOVATED FACILITY. NOTE: MASS NOTIFICATION SYSTEM IS REQUIRED IN THE RENOVATED FACILITY MASS NOTIFICATION SYSTEM IS REQUIRED IN THE RENOVATED FACILITY THIS FACILITY IS CONSIDERED AN "INHABITED BUILDING" AS DEFINED IN IN UFC 4-010-01 AND THEREFORE A MASS NOTIFICATION SYSTEM IS REQUIRED IN THE BUILDING PER UFC 4-021-01. SEE DRAWING SHEET MN1.1 FOR MASS NOTIFICATION SYSTEM REQUIREMENTS

AutoCAD SHX Text

AutoCAD SHX Text

EXTERIOR

AutoCAD SHX Text

INTERIOR

AutoCAD SHX Text EXISTING LEAD IN TO BE CUT FLUSH WITH EXISTING FINISHED FLOOR. FILL WITH CONCRETE AND FINISH TO MATCH FLOOR.

AutoCAD SHX Text

NEW CONCRETE

AutoCAD SHX Text

EXISTING FIRE PROTECTION LEAD IN TO BE ABANDONED IN PLACE

AutoCAD SHX Text

PACKED EARTH TO CREATE BASE FOR NEW CONCRETE

AutoCAD SHX Text

EXISTING UNDERGROUND FIRE WATER SUPPLY SHALL BE DEMOLISHED TO EDGE OF BUILDING.

AutoCAD SHX Text %%uEXISTING RISER DEMOLITION DETAIL

AutoCAD SHX Text

SCALE: 1/8"= 1'-0

Project Title

M o n tg o m er y

D o th an W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

No. Revision Date

S S

L

MAY 2023

GDP

SCJ

R E

N O

V A

T E

B L

D G

S u m p te r S m it h

J o in t

N at io n al G u ar d B as e

B ir m in gh am

A

L

19059 / BRKR212008

No. 14380

PROFESSIONAL

P1.1

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WOMEN'S

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MEN'S

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MANLOCK

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AREA

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SCIF WORK

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SERVER

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CONFERENCE

AutoCAD SHX Text

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HVAC

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AutoCAD SHX Text

4" TWO-

AutoCAD SHX Text

WAY CO

AutoCAD SHX Text 3"

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text

3"VTR

AutoCAD SHX Text

3"FD

AutoCAD SHX Text

3"FD

AutoCAD SHX Text P-1

AutoCAD SHX Text P-1

AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

AutoCAD SHX Text P-3

AutoCAD SHX Text D

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CD

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BFP-1

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AHU-1B

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AHU-1A

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CD

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SPLASH

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BLOCK

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CD

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CD

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CD

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CD

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2"HUB DRAIN

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ABOVE CEILING

AutoCAD SHX Text 1"

AutoCAD SHX Text 1"

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CONDENSATE PIPING RUN

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ABOVE CEILING TO HUB DRAIN

AutoCAD SHX Text 1"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1"

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CONDENSATE PUMP

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SEE SHEET M2.1

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2"WCO

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WOMEN'S

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MEN'S

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MANLOCK

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AREA

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SCIF WORK

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SERVER

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CONFERENCE

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HVAC

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AutoCAD SHX Text P-1

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BFP-1

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HB

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2" UP

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text 2"

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IWH-1

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AHU-1B

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AHU-1A

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PDI"A"

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PDI"B"

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PDI"A"

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FULL PORT BALL

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VALVE IN RISER

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FULL PORT BALL

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VALVE (TYPICAL)

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WH

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PDI"A"

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PETERSON ENGINEERING INC.

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75 SOUTH "F" STREET

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PENSACOLA, FLORIDA 32502

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(850) 434-0513

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(PROF. ENG. #: 3600)

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PEI 21183

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PLUMBING PLAN - WASTE AND WATER

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%%UPLUMBING PLAN - WATER

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SCALE: 1/4" = 1'-0"

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%%UPLUMBING PLAN - WASTE

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SCALE: 1/4" = 1'-0"

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SCALE: 1/4"=…