Bldg26AsBuilts.pdf

INSULATION (LOOSE OR BATT)

BRICK

WOOD (BLOCKING)

WOOD (FINISH)

INSULATION (RIGID)

MORTAR - CEMENT - PLASTER - STUCCO

METAL (ELEVATION)

STEEL (CROSS-SECTION)

CONCRETE

EARTH (COMPACTED FILL)

GRAVEL

EARTH (ORIGINAL GRADE)

S T A N D A R D A B B R E V I A T I O N S

M A T E R I A L L E G E N D

DRAWING TITLE

CONCRETE MASONRY UNITS (SMALL SCALE)

CONCRETE MASONRY UNITS (LARGE SCALE)

CONCRETE MASONRY UNITS OR HOLLOW TILE

CENTER TO CENTER

CERAMIC TILE BASE

CONSTRUCTION JOINT

CONCRETE MASONRY UNIT

CONSTRUCTION

EMPTY CONDUIT

CONT.

BALANCEBAL.

CONTINUOUS

BRITISH THERMO UNIT/HOUR

CEILING DIFFUSER

CUBIC FEET/MINUTE

CIRCULATINGCIRC.

CK'D.

C.J.

CHECKERED

CONTROL JOINT

BLDG.

C.F.M.

B.T.U.H.

C.D.

CEM.

CER.

CAP.

CAB.

BM.

BOT.

BRG.

BLK.

BRD.

CEMENT

CAPACITY

CABINET

CERAMIC

BLANK

BEARING

BOTTOM

BEAM

BUILDING

BOARD

EACHEA.

E.F.

E.C.

EXHAUST FAN

C.T.B.

C. TO C.

DET.

DIM.

DWG.(S)

DISC.

DIFF.

DR.

D.S.

DN.

D.J.

DIA.

C.T.

DIMENSION

DRAIN

DOWN

DRAWING(S)

DOWNSPOUT

DUMMY JOINT

DISCONNECT

DETAIL

CERAMIC TILE

DIFFUSER

DIAMETER

AIR HANDLING UNIT

ACCESS OPENING

AIR CONDITIONED

ACOUSTIC CEILING TILE

ARCHITECTURAL

APPROXIMATELY

A.H.U.

ALUM.

AMP, A.

ARCH.

A.C.T.

APPROX.

A.T.

A.O.

A.C.

A.D.

ALT.

ALUMINUM

AMPERES

ASPHALT TILE

ALTERNATE

AREA DRAIN

CL.

CKT.

C.M.U.

CEIL.

COL.

CONN.

CONST. JT.

CONST.

COND.

CONC.

CL.

COLUMN

CONNECTION

CONDENSATE

CONCRETE

CIRCUIT

CLOSET

CEILING

CENTERLINE

OPEN SIGHT DRAIN

OPPOSITE

PERIMETER

PARTITION

POUNDS/SQUARE INCH

QUARTER

PAINTED

POUNDS/SQUARE FOOT

PRESSURE

PLYWOOD

PLUMBING

PLASTIC LAMINATE

REQUIRED

RECIRCULATING

REINFORCING

REGISTER

RECEPTACLE

RECEIVED

RETURN AIR

HOLLOW METAL

HOLLOW CORE

GYPSUM WALL BOARD

HORSE POWER

INSIDE DIAMETER

HEATING AND VENTILATING

JUNCTION BOX

INSULATION

KILOVOLT AMPERE

INCANDESCENT

H&V

F.D. FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

GALLONS/HOUR

GOVERNMENT

GALLONS/MINUTE

GOV'T FURNISHED EQUIPMENT

FIELD VERIFY

G.P.H.

GR.

G.P.M.

GRILLE

FIN.

FT.

FTG.

FL.

F.E.C.

F.E.

GAL.

GA.

GL.

G.F.E.

GALV.

GND.

GOV'T.

F.V.

GALVANIZED

GROUND

GLASS

GALLON

GAGE

FLOOR

FINISH

FOOT, FEET

FOOTING

KILOWATTKW.

LB. POUND

HYD.

IN.

I.D.

HW.

INT.

INSUL.

JCT.

J.B.

JT.

KVA.

INCAND.

JUNCTION

JOINT

INTERIOR

INCHES

HYDRANT

HARDWARE

ELECTRIC WATER COOLER

EXPANSION JOINT

FLEXIBLE CONNECTION

EL.

EQ.

EXH.

EXP. JT.

ELEC.

E.W.C.

EQUIP.

EXT.

F.C.

F.A.

EXIST.

EXHAUST

FIRE ALARM

EXISTING

EXTERIOR

ELECTRIC

EQUIPMENT

ELEVATION

EQUAL

GWB.

H.

GYP.

H.M.

H.C.

H.B.

HT.

HR.

H.P

HTR.

HTG.

HOSE BIBB

HOUR

HEATER

HEATING

HEIGHT

GYPSUM

HIGH

PSF.

MISCELLANEOUSMISC.

MOUNTING

MASONRY OPENING

MECHANICAL VENTILATION

METAL THRESHOLD

ON CENTER

OVERHEAD

OUTSIDE DIAMETER

OUTDOOR AIR

NOT IN CONTRACT

NOT APPLICABLE

OH.

OPNG. OPENING

N.A.

O.A.

O.D.

O.C.

OFF.

N.I.C.

NO.

OFFICE

NUMBER

MTG.

MTL.

M.V.

MTD.

M.O.

M.T.

METAL

MOUNTED

REINF.

REQ.

R. RISER

REC'D.

RECIRC.

RECP.

REG.

RAD.

R.A.

RD. ROUND

RADIUS

PTD.

QTR.

PSI.

PT. POINT

LIGHTING PANEL

MAINTENANCE

MAIN DISTRIBUTION PANEL

MATT GLAZE TILE

MECHANICAL

MOTORM.

M.D.P.

M.G.T.

MECH.

MIN.

MAINT.

MAX.

MINIMUM

MAXIMUM

LG.

LTG.

L.P.

LONG

LIGHTING

PART.

PLAS.LAM.

PLBG.

PLYWD.

PRESS.

PNL.

PER.

PL.

PANEL

PLATE

OPP.

O.S.D.

P. PAPER

TEMPERATURE

VOLT

THICKNESS

THRESHOLD

TYPICAL

TOILET

VERTICAL

VENTILATION

WATT

WATER GAGE

WIDE FLANGE

WOOD

WATER

VINYL COMPOSITION TILE

WEATHERPROOF

WINDOW DIMENSION

WELDED WIRE FABRIC

VENT THRU ROOF

WAINSCOATING

W.

SPECIFICATIONSSPEC.

STORAGE

SWITCH

STRUCTURAL

SUSPENDED

SQUARE FEET

TOILET

TELEPHONE

T.

TEL.

STRUCT.

SW.

SUSP.

STO.

STL.

SQ.FT.

STEEL

WTR.

W.W.F.

W.D.

W.F.

W.G.

WP.

WD.

WC.

W/ WITH

RETURN

SUPPLY

SUPPLY AIR

RETURN GRILLE

REVOLUTION/MINUTE

SERVICE

SECTION

SHEET

SLIP JOINT

SCHEDULE

SECT.

S.J.

SHT.

SERV.

S.

S.A.

SCH.

RET.

R.P.M.

RM.

R.G.

ROOM

TYP.

VENT.

VERT.

V.T.R.

V.

V.C.T.

TEMP.

THK.

TOIL.

THD.

SHEET No.

I N D E X O F D R A W I N G S

DRAWING TITLESHEET No.DOC No. DOC No.

INDEX OF DRAWINGS, SYMBOLS AND ABBREVIATIONS

DRAWING No. DRAWING No.

ELECTRICAL SYMBOL SCHEDULE

ELECTRICAL DETAILS

ELECTRICAL DETAILS

ELECTRICAL DETAILS

ELECTRICAL DETAILS

ELECTRICAL DEMOLITION PLANS

LIGHTING AND FIRE ALARM PLANS

POWER RISER AND PANEL SCHEDULES

POWER AND SIGNAL PLANS

US Army Corps of Engineers

Savannah District

CS

CA

D1

D2

A1

A2

A3

A4

A5

CODE ANALYSIS AND FINISH SCHEDULE

DEMOLITION EXTERIOR ELEVATIONS

REFLECTED CEILING PLAN AND CEILING DETAILS

ROOF PLAN AND ROOF DETAILS

A0 5

S1

S2

BUILDING PLANS AND DETAILS

GENERAL NOTES AND DETAILS

E1

E2

E3

E4

E5

E6

E7

E8

E9

CS

S Y

M B

O L

S

A B

B R

E V

IA

T

IO

N S

IN

D

E X

O F

D R

A W

IN

G S

M0.1

M0.2

MECHANICAL LEGENDS AND ABBREVIATIONS

FIRE PROTECTION DETAILS

M0.3 MECHANICAL SEISMIC DETAILS

M1 HVAC DEMOLITION PLAN

M2 PLUMBING PLANS, DETAILS AND SCHEDULES

M3 HVAC PLAN

M4

M5

HVAC SCHEDULES

HVAC DETAILS

FP1 FIRE PROTECTION PLAN

DEMOLITION FLOOR PLAN AND DEMOLITION ROOF PLAN

FLOOR PLAN AND TOILET ELEVATIONS

DOOR AND WINDOW TYPES AND DETAILS

EXTERIOR ELEVATIONS AND WALL SECTIONS

WALL TYPES, SIGNAGE, AND FEC DETAILS

M6 MECHANICAL SECTIONS

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US ARMY CORPS

OF ENGINEERS

SAVANNAH DISTRICT

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REFERENCE

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OF ENGINEERS

SAVANNAH DISTRICT

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FINISH SCHEDULE

S P A C E

No. NAME

F L O O R B A S E NORTH WALL EAST WALL SOUTH WALL WEST WALL

FINISH FINISH FINISH FINISH FINISH FINISHCOLOR COLOR COLOR COLOR COLOR COLOR HEIGHTFINISH COLOR

C E I L I N G R E M A R K S

100 OPERATIONS CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

100A OFFICE CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

100B SECURE OFFICE CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

101 CONFERENCE ROOM CARPET CPT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

101A CONTROL ROOM CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

102 COMMAND CARPET CPT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

102A OFFICE CARPET CPT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

102B OFFICE CARPET CPT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

102C OFFICE CARPET CPT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

102D OFFICE CARPET CPT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

102E COMMAND CONFERENCE ROOM CARPET CPT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

102F TOILET

CERAMIC

CT-1

CERAMIC

CT-2

CERAMIC/ CT-2/ CERAMIC/ CT-2/ CERAMIC/ CT-2/

GYP. BD. PNT-3 8'-6"

102G KITCHENETTE VCT VCT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

103 OPERATIONS CARPET CPT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

103A OFFICE CARPET CPT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

103B OFFICE CARPET CPT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

103C OFFICE CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

103D STORAGE VCT VCT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

104 KITCHEN VCT VCT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

104A LOUNGE VCT VCT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

105 MEN'S TOILET

CERAMIC

CT-1

CERAMIC

CT-2

CERAMIC/ CT-2/ CERAMIC/ CT-2/ CERAMIC/ CT-2/

GYP. BD. PNT-3 8'-6"

106 SAFETY OFFICE CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

106A SAFETY OFFICE CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

107 JANITOR

SEALED

---- ------ ---- PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 EXPOSED ---- ------

108 CPAC CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

108A OFFICE CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

108B OFFICE CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

109 WOMEN'S TOILET

CERAMIC

CT-1

CERAMIC

CT-2

CERAMIC/ CT-2/ CERAMIC/ CT-2/ CERAMIC/ CT-2/

GYP. BD. PNT-3 8'-6"

110 ADMIN. CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

110A OFFICE CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

110B NETWORK VCT VCT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

111 RESOURCE MANAGEMENT CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

111A OFFICE CARPET CPT-2 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

112 CORRIDOR VCT VCT-1 RUBBER RB-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 ACT ACT-1 8'-6"

113 MECHANICAL & ELECTRICAL

SEALED

---- ------ ---- PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 PAINT PNT-1 EXPOSED ---- ------

FINISH LEGEND

TILE

TILE

TILE

CONCRETE

CONCRETE

TILE

TILE

TILE PAINT PAINT PAINT PNT-1 PNT-1 PNT-1

E. PAINT E. PAINT E. PAINT

E. PAINT E. PAINT E. PAINT

E.PNT-1 E.PNT-1 E.PNT-1

E.PNT-1E.PNT-1E.PNT-1

CERAMIC TILE WAINSCOT @ 48"H ALL WALLS/

PAINT ABOVE CERAMIC TILE WAINSCOT

CER. TILE FULL HT. EAST (WET) WALL/ ALL OTHER

WALLS CER. TILE WAINSCOT 48"H W/ PAINT ABOVE

CER. TILE FULL HT. EAST (WET) WALL/ ALL OTHER

WALLS CER. TILE WAINSCOT 48"H W/ PAINT ABOVE

LOCATION: CEILINGS

COLOR: SW7005 PURE WHITE

PNT-3 MANUFACTURER: SHERWIN WILLIAMS

LOCATION: COUNTERTOPS

COLOR: MR-2-7T BRONZE MATRIX

PL-1 MANUFACTURER: NEVAMAR

PLASTIC LAMINATE

DEMOLITION NOTES

GENERAL FINISH NOTES

PROPERTY AND LEGALLY DISPOSE OF THEM.

DEMOLISHED MATERIALS OFF GOVERNMENT

BURN DEMOLISHED MATERIALS. TRANSPORT

MATERIALS TO ACCUMULATE ON-SITE. DO NOT

MATERIALS. DO NOT ALLOW DEMOLISHED

6. PROMPTLY DISPOSE OF ALL DEMOLISHED

PATCHING AND REFINISHING.

MANNER THAT ELIMINATES EVIDENCE OF

ADJOINING CONSTRUCTION TO REMAIN IN A

AND EXTEND FINISH RESTORATION INTO

5. RESTORE EXPOSED FINISHES OF PATCHED AREAS

CONSTRUCTION IN DEMOLITION OPERATIONS.

DAMAGED SURFACES CAUSED BY ADJACENT

4. PROMPTLY PATCH AND REPAIR HOLES AND

CONSTRUCTION AND AS INDICATED.

ONLY TO THE EXTENT REQUIRED BY NEW

3. DEMOLISH AND REMOVE EXISTING CONSTRUCTION

OFFICER.

SUBMIT WRITTEN REPORT TO THE CONTRACTING

NATURE AND EXTENT OF CONFLICT. PROMPTLY

ENCOUNTERED, INVESTIGATE AND MEASURE THE

THE INTENDED FUNCTION OR DESIGN ARE

OR STRUCTURAL ELEMENTS THAT CONFLICT WITH

2. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL

ITEMS TO BE REMOVED AND SALVAGED.

ITEMS TO BE REMOVED AND REINSTALLED AND

1. INVENTORY AND RECORD THE CONDITION OF

ONLY. *

ARE CALLED OUT FOR BASIS OF DESIGN

* MANUFACTURERS, COLORS AND PATTERNS

FOR CT-2, GROUT TO BE LATICRETE 23 ANTIQUE WHITE.

NOTE: FOR CT-1, GROUT TO BE LATICRETE 40 LATTE.

INSTALLED 36" ABOVE FINISHED FLOOR

11. WOOD CROWN MOULDING TO BE 6"H AND CONSTRUCTED IN TWO PIECES. WOOD BASE TO BE 6" HIGH AND CONSTRUCTED IN ONE PIECE. WOOD CHAIR RAIL TO BE

ELECTRICAL ENGINEER.

10. ELECTRICAL, TELEPHONE, COMPUTER OUTLETS, AND SWITCHES ARE TO BE ALIGNED WITH LOWER EDGES OF COVER PLATES ALIGNED AT HEIGHT AS SPECIFIED BY

9. HARDWARE AT DOORS SHALL BE COMPLETELY PROTECTED FROM PAINT. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE DONE TO HARDWARE.

MANUFACTURER'S SPECIFICATIONS.

8. WHERE WALLS HAVE BEEN REMOVED, PATCH AND REPAIR EXISTING WALLS TO RECEIVE NEW FINISH. ALL WALLS TO BE SIZED OR PRIMED AS RECOMMENDED BY

7. ABUTTING FLOOR MATERIALS AT DOORWAY SHALL ALIGN WITH CENTERLINE OF CLOSED DOOR.

MATERIALS TO GOVERNMENT.

6. AFTER RENOVATION IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY CLEAN THE PREMISES AND HAUL OFF TRASH. RETURN UNUSED

5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE SURE THAT THE SUB-FLOOR IS LEVEL TO ACCEPT NEW FLOORING.

3. CONTRACTOR TO SUBMIT SHOP DRAWINGS OR SAMPLES OF ALL EXACT FINISHES SPECIFIED FOR CONTRACTING OFFICER'S APPROVAL.

SEAMS SHALL BE SEALED TO PREVENT UNRAVELING.

2. CARPET SHALL BE INSTALLED BY DIRECT GLUE DOWN METHOD AS RECOMMENDED BY MANUFACTURER. SIDE SEAMS ONLY. NO CROSS SEAMS ALLOWED. ALL CARPET

1. ALL FINISHES SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.

WOOD BASE,CROWN MOLDING & CHAIR RAIL;

SEE GENERAL FINISH NOTE 11 THIS SHEET

LOCATION: WALL ACCENT TILE

SIZE: 3"X3"

COLOR: AV98 LAVA ROCK

CT-3 MANUFACTURER: CROSSVILLE CERAMIC

LOCATION: WALL TILE

SIZE: 3"x3"

COLOR: AV94 COBBLESTONE

CT-2 MANUFACTURER: CROSSVILLE CERAMIC

LOCATION: FLOOR TILE

SIZE: 12"x12"

COLOR: VS21 PIETRA ROSA

CT-1 MANUFACTURER: CROSSVILLE CERAMIC

CERAMIC TILE

LOCATION: BASE CABINETS

COLOR: S-2069 BETHANY BEIGE

PL-2 MANUFACTURER: NEVAMAR

COLOR: GRAY #327

PT-1 MANUFACTURER: CAPITOL PARTITIONS

TOILET PARTITIONS (SOLID PLASTIC)

EXPOSED TEE GRID

GRID SYSTEM: CHICAGO METALLIC •"

COLOR: WHITE

SIZE: 24"x24"x3/4" (w/ tegular edge)

PATTERN: GLACIER #707

ACT-1 MANUFACTURER: USG

ACOUSTICAL CEILING TILE

COLOR: #51804 EARTHSTONE GRIEGE

PATTERN: STANDARD EXCELON

VCT-1 MANUFACTURER: ARMSTRONG

VINYL COMPOSITION TILE

COLOR: P194 BURNT UMBER (4")

RB-1 MANUFACTURER: ROPPE

RUBBER BASE

LOCATION: GENERAL WALLS

COLOR: SW7029 AGREEABLE GRAY

PNT-1 MANUFACTURER: SHERWIN WILLIAMS

PAINT

LOCATION: DOOR FRAMES & TRIM

COLOR: SW7031 MEGA GREIGE

PNT-2 MANUFACTURER: SHERWIN WILLIAMS

COLOR: 72709 PACIFIC

PATTERN: MERIDIAN #50872

CPT-2 MANUFACTURER: SHAW

COLOR: 509 CURFUE

PATTERN: COLLEGIATE 28 OZ.

CPT-1 MANUFACTURER: MOHAWK

CARPET

CT-2 CERAMIC

CT-2 CERAMIC

CERAMIC/ CT-2/

PAINT PNT-1

PROJECT DATA

A. PROJECT DESIGNED IN ACCORDANCE WITH:

10. Americans with Disabilities Act (ADA)

Physically Handicapped People

9. ICC / ANSI-A117.1 - 1998, Providing Accessibility and Usability for

8. ASHRAE 15 - 1994 Edition

7. ANSI / ASHRAE 62 - 1989 Edition

6. ASHRAE / IESNA 90.1 - 1989 Edition

5. North Carolina Elevator Code - Latest Edition

4. International Plumbing Code - 2003 Edition

3. International Mechanical Code - 2003 Edition

2. National Electric Code - 2002 Edition

1. International Building Code - 2003 Edition

B. BASIC REVIEW INFORMATION:

FOR BUILDING ELEMENTS:

C. FIRE RESISTIVE RATING REQUIREMENT

D. OTHER FIRE PROTECTION:

11. Fire Alarms Required:

10. Standpipes Required:

9. Sprinklers Required:

8. Smoke Barrier Required:

7. Draftstopping Required:

6. Fireblocking Required:

5. Other Special Fire Protection:

4. Mechanical Room Separation:

3. Stairway Enclosures:

2. Shaft Enclosures:

1. Exit Access Corridors:

G. MECHANICAL / PLUMBING INFORMATION:

H. ELECTRICAL INFORMATION:

E. PROJECT IN FIRE DISTRICT: Yes X No

c. Heating Load: 21.5 BTU/S.F.

d. Outside Air CFM/Person: 20 CFM/Person

Service Line Size: 3"

h. Sanitary Sewer System: Loading: GPD

e. Insulation, R value: 12.3 Ext. Walls 14.7 Roof

f. Glass: U-Factor XX SC XX Window-to-Wall Ratio XX% Window

i. Minimum Number of Plumbing Fixtures Required:

5. Other (list)

4. Drinking Fountains:

3. Showers:

2. Lavatories:

1. Water closets:

Req'd:

Req'd:

Req'd:

Req'd:

Req'd:

Provided:

Provided:

Provided:

Male:

Male:

Female:

Female:

Provided - Male:

Provided - Male:

Female:

Female:

2. If by either Utility or Owner, provide the following service information:

d. Emergency Egress Illumination, Minimum Footcandles: 1 Min.

f. Lightning Protection Provided: Yes

F. STRUCTURAL INFORMATION

DS

D1

e. Is Project in Wetlands Area: Yes No

Flood Zone: BFE: Building Lowest Elev.:

Flood Map Information: Community No.: Panel No.:

d. Is Project in Flood Plain: Yes No

4. Zoning: Local Government

3. Sewer: Local Utility

2. Water: Local Utility

1. Site Work:

c. Jurisdiction for:

b. Municipality and/or County Where Project is Located: Sunny Point, NC

a. Area of Site Developed (in acres):

1. Site Development:

Secondary Occupancy Classification: NA

2. Primary Occupancy Classification: B Business

Sprinklered: Yes No X

1 Hour Protected: Yes No X

3. Type of Construction: Type III-B

CA

Total Building Floor Area with Allowable Area Increase: 19,000

Allowable Area Increase: NA

Actual Area: 10,000 s.f. Area Allowed: 19,000

4. Building Floor Area by Design:

Total Building Height with Allowable Increase: 14'-2"

Allowable Height Increase: NA

Number of Stories: 1 Maximum Number of Stories: 4

5. Building Height: 14'-2" Maximum Allowable Height: 55'-0" immediately below is not required) part of the roof construction is 20 feet or more above any floor

(Note: Fire protection of structural-framing and decking where every

6. Roof Construction (including supporting beams and joists): 0 hour

5. Floor Construction (including supporting beams and joists): 0 hours

4. Non-bearing Interior walls and partitions: Noncombustible

Greater than 30 feet: 0 hour

10 feet to less than 30 feet: 1 hour

5 feet to less than 10 feet: 1 hour

Less than 5 feet: 1 hour

3. Non-bearing Exterior walls (based on separation distance):

Interior: 0 hours

Exterior: 2 hours

2. Bearing Walls:

1. Structural Frame (including columns, girders, trusses): 0 hours

f. Interrupting Capacity of Service Overcurrent Device: 42K

a. Overall Thermal Transfer Value (OTTV): 0.184 BTU/ nr/ft2 x F

b. Cooling Load: 333 S.F./Ton

g. Water System: # Fixture Units 76 Peak GPM 35

Service Line Size: 4" Slope: 1/8" per/ft.

g. Analysis Procedure: Equivalent Lateral Force Method will include reinforced concrete shear wall in addition to existing masonry shear wall.

bearing reinforced masonry with reinforced masonry shear wall. Seismic upgrades

f. Basic structural system and siesmic resisting system: Existing structure is load

e. Seizmic Design Category: D

d. Seizmic Use Group: I

c. Site Class: D (Assumed in accordance with IBC 1615.1.1)

b. Design Spectral Response Acceleration (1-sec Period) S = 0.22g

a. Design Spectral Response Acceleration (Short Period) S = 0.355g

Seizmic Loads:

e. Internal Pressure Coefficient = +/- 0.18

d. Exposure Catagory = C

c. Building Category = I

b. Importance Factor = 1.0

a. Basic wind speed = 140 MPH

Wind Loads (Design Loads shall conform to ASCE 7-98)

e. Ground Snow Load, Pf=10 SF

Typical Live Load = 100 PSF

b. Ground Level Floor Load:

Live Load = 20 PSF

a. Roof Loads:

Design Loads (Design Loads shall conform to 2000-IBC, UNO.)

F

IN

IS

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IS

1. If by Owner: KVA: 300 Primary Voltage/Phase: Phase

a. Service Voltage/Phase: 208/3 Amperes: 800A

b. Service Entrance Conductors Size: 500 Quantity per Phase: 3

c. Total Connected Load KVA: 175 Estimated Demand Factor: 0.75

d. Estimated Maximum Demand KVA: 130

e. Available Fault Current in Symmetrical Amperes: Infinite

g. Type of Grounding Electrode System(s) per NEC 250-52: Cold Water Pipe, Ground Rod

Fuel: Diesel

b. Emergency Generator (if any existing): KVA: 250 Voltage/Phase: 208/3

c. Exit/Emergency Lights Backup Power: Integral Battery & Generator

Yes X No

Yes No X

Yes X No

Yes No X

Yes No X

Yes X No

NA

NA

NA

NA

1 hour

a. Service Transformer: By Utility? NO By Owner? Yes (Existing) required.)

installed by a NICET II or above. A UL Certification of completed fire alarm system is

e. Fire Alarm System: Automatic Class A; Addressable Alarm (Fire alarm system must be

BETWEEN DRAWINGS AND FIELD CONDITIONS.

DRAWINGS ARE BASED ON AS BUILT DRAWINGS PROVIDED BY THE BASE AND FIELD INVESTIGATION. NOTIFY ARCHITECT UPON DISCOVERY OF DISCREPANCIES

GENERAL NOTE (FOR ALL DRAWINGS):

DEMOLITION FLOOR PLAN

SCALE:„" = 1'-0"

E

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D1

02 4 6 8 8

SCALE: 1/8''=1'-0''

16FT

12 16

7 7

7 7

7 7

7 7

7 7

2 11

DEMOLITION ROOF PLAN

17 17 17

20 20

3 3

9 9

EXISTING ROOF HATCH TO REMAIN

10 15

10 17

1017 2010

17 2010 17 2010

17 2010

17 2010

17 2010

AND BE REUSED

EXISTING VTR TO REMAIN

AND BE REUSED

EXISTING VTR TO REMAIN

28 28

28 28

OPENING TO BE REUSED

REMOVE EXHAUST FAN;

REMOVE ELECTRICAL OUTLET

REMOVE ELECTRICAL OUTLET

OPENING TO BE REUSED

REMOVED COMPLETE;

BOILER FLUESTACK TO BE

OPENING TO BE REUSED

REMOVE EXHAUST FAN;

REMOVE ELECTRICAL OUTLET

OPENING TO BE REUSED

REMOVE EXHAUST FAN;

ON DEMOLITION.

FOR MORE INFORMATION

AND ELEC. DRAWINGS

THIS AREA. SEE MECH.

NO FINISH WORK IN

29 30

(TURN OVER TO MOTSU INFORMATION MANAGEMENT)

REMOVE SATELLITE COMPLETE

10 17

26 26

17 2010

TO BE REUSED.

COMPLETE. OPENINGS

REMOVE EXISTING RTU

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OF ENGINEERS

SAVANNAH DISTRICT

.7

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REMOVE EXISTING STOREFRONT COMPLETE.

DEMOLITION NOTES

DEMOLITION NOTES

25 REMOVE EXISTING METAL COPING COMPLETE.

GENERAL NOTES

DEMOLITION LEGEND

BE REMOVED

EXISTING CONSTRUCTION TO

EXISTING CONSTRUCTION TO REMAIN

# KEYED DEMOLITION NOTE

DEMOLISH EXISTING STUD WALL.

NEW FINISH.

REMAIN INTACT - PREPARE FRAME TO RECEIVE

REMOVE EXISTING DOOR & TRANSOM, FRAME TO

WINDOW, FRAME, AND PRECAST SILL.

COMPLETE. PREPARE OPENING TO RECEIVE NEW

REMOVE EXISTING WINDOW, FRAME, AND CMU SILL

HARDWARE COMPLETE.

REMOVE EXISTING EXTERIOR DOOR, FRAMING AND

PENETRATION.

REMOVE PORTION OF EXISTING CMU WALL FOR NEW

AND HARDWARE COMPLETE.

REMOVE EXISTING INTERIOR DOOR , FRAMING,

SURFACE TO RECEIVE SCHEDULED FLOORING.

REMOVE CARPET COMPLETE. PREPARE FLOOR

TO RECEIVE SCHEDULED FLOORING.

REMOVE VCT COMPLETE. PREPARE FLOOR SURFACE

SCHEDULED FINISHES.

TILE. PREPARE FLOOR AND WALLS TO RECEIVE

COMPLETE. REMOVE CERAMIC FLOOR AND WALL

PARTITIONS, COUNTERS, AND ACCESSORIES

REMOVE TOILETS, SINKS, URINALS, TOILET

REMOVE SINK COMPLETE.

REMOVE MOP SINK COMPLETE.

NEW FINISH.

REMAIN INTACT. PREPARE FRAME TO RECEIVE

REMOVE DOOR AND HARDWARE COMPLETE. FRAME TO

ON DEMOLITION AND REUSE OF ITEMS.

SEE ELECTRICAL DWGS. FOR MORE INFORMATION

ANY OTHER CEILING MOUNTED ITEMS COMPLETE.

COMPLETE. REMOVE LIGHTS, DIFFUSERS, AND

REMOVE GRID, HANGERS, TIES, & CEILING TILES

NEW DOOR.

REMOVE PORTION OF EXISTING STUD WALL FOR

THE FIXTURES AND UNITS.

REMOVE ALL WIRING AND CONDUITS LEADING TO

REMOVE EXISTING LIGHT FIXTURES COMPLETE.

WITH 8" CMU.

COMPLETE. PREPARE OPENING TO BE FILLED

REMOVE EXISTING WINDOW, FRAME AND CMU SILL

28 REMOVE INTERNAL ROOF DRAINS COMPLETE.

REMOVE EXISTING LADDER TO ROOF.

COMPLETE.

REMOVE EXISTING BUILT-UP ROOF TO METAL DECK

COMPLETE.

REMOVE BOOKCASE, SHELVING OR CASEWORK

AND PIPES COMPLETE.

REMOVE GYP. BD. CEILING, LIGHT FIXTURES,

REMOVE DRINKING FOUNTAIN.

DEMOLISH EXISTING CMU WALL.

INFORMATION MANAGEMENT.

ITEMS ARE TO BE TURNED OVER TO MOTSU

ASSOCIATED EQUIPMENT COMPLETE. THESE

REMOVE OVERHEAD PROJECTOR AND ALL

WIRING TO THE CONTROL ROOM.

IS TO REMAIN WITH EXISTING CONDUIT AND

CEILING MOUNTED REMOTE MOUSE EQUIPMENT

TO THE GOVERNMENT.

ARE TO BE REMOVED AND TURNED OVER

REMAINING ITEMS IN THE BUILDING WHICH

DEMOLITION BEGINS TO VERIFY ANY

BUILDING WITH THE GOVERNMENT BEFORE

6. CONTRACTOR IS TO WALK THROUGH THE

THE FINISHED SURFACE.

RECOMMENDATIONS FOR INSTALLATION TO

REINSTALLED PER THE MANUFACTURER'S

UPON COMPLETION, THE DEVICES ARE TO BE

APPLICATION OF SHOTCRETE AND STUCCO.

BE LOOSENED FROM THE WALL TO ALLOW FOR

TO REMAIN ON THE EXTERIOR FACADE IS TO

5. ANTENNA, ELECTRICAL DEVICE OR CONDIUT

INFORMATION MANAGEMENT.

AND TURNED OVER TO MOTSU

EQUIPMENT ARE TO BE REMOVED

4. ALL SATELLITES AND ASSOCIATED

DESIGN STANDARDS.

PROTECTION REQUIREMENTS AND BASE

GROUND COVER TO MATCH FORCE

BUILDING, INSTALL NEW 12" SHRUBS AND

DEMOLITION. UPON COMPLETION OF THE

BUILDING ARE TO BE REMOVED DURING

3. TREES AND SHRUBS SURROUNDING THE

DIMENSIONS.

VERIFYING ALL EXISTING CONDITIONS AND

CONTRACTOR IS RESPONSIBLE FOR FIELD

CONDITIONS SHOWN ON DRAWINGS.

THERE ARE ANY DEVIATIONS FROM EXISTING

2. NOTIFY GOVERNMENT IMMEDIATELY IF

ON EXTENT OF DEMOLITION AND RENOVATION.

ELECTRICAL PLANS FOR MORE INFORMATION

1. SEE STRUCTURAL, MECHANICAL AND

COUNTER TO FLOOR TO PREPARE FOR NEW DOOR.

AND HARDWARE COMPLETE. REMOVE CMU BELOW

REMOVE EXISTING COILING COUNTER SHUTTER

PAINT.

PREPARE DOOR AND FRAME TO RECEIVE NEW

INTACT. PREPARE DOOR FOR NEW HARDWARE.

EXISTING SECURE DOOR AND FRAME TO REMAIN

COMPLETE.

REMOVE MECHANICAL AND ELECTRICAL EQUIPMENT

DRAWINGS FOR MORE INFORMATION.

ELECTRICAL FLOOR BOXES. SEE ELECTRICAL

TRENCH FLOOR SLAB AS REQUIRED FOR NEW

DRAWINGS FOR MORE INFORMATION.

PLUMBING WASTE LINES. SEE MECHANICAL

TRENCH FLOOR SLAB AS REQUIRED FOR NEW

PANEL TO THE RECEPTACLE.

THROUGHOUT THE ENTIRE CIRCUIT FROM THE

CIRCUIT PANEL. NEW WIRING SHALL BE PROVIDED

CONDUIT ROUTED BACK TO THE NEW BRANCH

LOCATION ABOVE ACCESSIBLE CEILING AND NEW

INTERCEPTED AT THE NEAREST POSSIBLE

E-9. THE EXISTING CONDUIT SHALL BE

RECEPTACLE LOCATION AS SHOWN ON DRAWING

BE REUSED IF LOCATED WITHIN 12" OF THE NEW

AND OUTLET BOXES WITHIN EXISTING WALLS CAN

AND ASSOCIATED CONDUIT AND WIRING. CONDUIT

DEMO AND REMOVE ALL EXISTING RECEPTACLES

D2

SOUTH ELEVATION

DEMOLITION

SCALE:„" = 1'0"

EAST ELEVATION

NORTH ELEVATION

WEST ELEVATION

16FT

3 2

1 1

3 3

3 3

3 3

4 4 4 4

25 25

26 26

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OF ENGINEERS

SAVANNAH DISTRICT

.7

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+0'-0"

FINISH FLOOR

REMOVE EXISTING STOREFRONT COMPLETE.

DEMOLITION NOTES

DEMOLITION NOTES

25 REMOVE EXISTING METAL COPING COMPLETE.

GENERAL NOTES

DEMOLITION LEGEND

BE REMOVED

EXISTING CONSTRUCTION TO

EXISTING CONSTRUCTION TO REMAIN

# KEYED DEMOLITION NOTE

DEMOLISH EXISTING STUD WALL.

NEW FINISH.

REMAIN INTACT - PREPARE FRAME TO RECEIVE

REMOVE EXISTING DOOR & TRANSOM, FRAME TO

WINDOW, FRAME, AND PRECAST SILL.

COMPLETE. PREPARE OPENING TO RECEIVE NEW

REMOVE EXISTING WINDOW, FRAME, AND CMU SILL

HARDWARE COMPLETE.

REMOVE EXISTING EXTERIOR DOOR, FRAMING AND

PENETRATION.

REMOVE PORTION OF EXISTING CMU WALL FOR NEW

AND HARDWARE COMPLETE.

REMOVE EXISTING INTERIOR DOOR , FRAMING,

SURFACE TO RECEIVE SCHEDULED FLOORING.

REMOVE CARPET COMPLETE. PREPARE FLOOR

TO RECEIVE SCHEDULED FLOORING.

REMOVE VCT COMPLETE. PREPARE FLOOR SURFACE

SCHEDULED FINISHES.

TILE. PREPARE FLOOR AND WALLS TO RECEIVE

COMPLETE. REMOVE CERAMIC FLOOR AND WALL

PARTITIONS, COUNTERS, AND ACCESSORIES

REMOVE TOILETS, SINKS, URINALS, TOILET

REMOVE SINK COMPLETE.

REMOVE MOP SINK COMPLETE.

NEW FINISH.

REMAIN INTACT. PREPARE FRAME TO RECEIVE

REMOVE DOOR AND HARDWARE COMPLETE. FRAME TO

ON DEMOLITION AND REUSE OF ITEMS.

SEE ELECTRICAL DWGS. FOR MORE INFORMATION

ANY OTHER CEILING MOUNTED ITEMS COMPLETE.

COMPLETE. REMOVE LIGHTS, DIFFUSERS, AND

REMOVE GRID, HANGERS, TIES, & CEILING TILES

NEW DOOR.

REMOVE PORTION OF EXISTING STUD WALL FOR

THE FIXTURES AND UNITS.

REMOVE ALL WIRING AND CONDUITS LEADING TO

REMOVE EXISTING LIGHT FIXTURES COMPLETE.

WITH 8" CMU.

COMPLETE. PREPARE OPENING TO BE FILLED

REMOVE EXISTING WINDOW, FRAME AND CMU SILL

28 REMOVE INTERNAL ROOF DRAINS COMPLETE.

REMOVE EXISTING LADDER TO ROOF.

COMPLETE.

REMOVE EXISTING BUILT-UP ROOF TO METAL DECK

COMPLETE.

REMOVE BOOKCASE, SHELVING OR CASEWORK

AND PIPES COMPLETE.

REMOVE GYP. BD. CEILING, LIGHT FIXTURES,

REMOVE DRINKING FOUNTAIN.

DEMOLISH EXISTING CMU WALL.

INFORMATION MANAGEMENT.

ITEMS ARE TO BE TURNED OVER TO MOTSU

ASSOCIATED EQUIPMENT COMPLETE. THESE

REMOVE OVERHEAD PROJECTOR AND ALL

WIRING TO THE CONTROL ROOM.

IS TO REMAIN WITH EXISTING CONDUIT AND

CEILING MOUNTED REMOTE MOUSE EQUIPMENT

TO THE GOVERNMENT.

ARE TO BE REMOVED AND TURNED OVER

REMAINING ITEMS IN THE BUILDING WHICH

DEMOLITION BEGINS TO VERIFY ANY

BUILDING WITH THE GOVERNMENT BEFORE

6. CONTRACTOR IS TO WALK THROUGH THE

THE FINISHED SURFACE.

RECOMMENDATIONS FOR INSTALLATION TO

REINSTALLED PER THE MANUFACTURER'S

UPON COMPLETION, THE DEVICES ARE TO BE

APPLICATION OF SHOTCRETE AND STUCCO.

BE LOOSENED FROM THE WALL TO ALLOW FOR

TO REMAIN ON THE EXTERIOR FACADE IS TO

5. ANTENNA, ELECTRICAL DEVICE OR CONDIUT

INFORMATION MANAGEMENT.

AND TURNED OVER TO MOTSU

EQUIPMENT ARE TO BE REMOVED

4. ALL SATELLITES AND ASSOCIATED

DESIGN STANDARDS.

PROTECTION REQUIREMENTS AND BASE

GROUND COVER TO MATCH FORCE

BUILDING, INSTALL NEW 12" SHRUBS AND

DEMOLITION. UPON COMPLETION OF THE

BUILDING ARE TO BE REMOVED DURING

3. TREES AND SHRUBS SURROUNDING THE

DIMENSIONS.

VERIFYING ALL EXISTING CONDITIONS AND

CONTRACTOR IS RESPONSIBLE FOR FIELD

CONDITIONS SHOWN ON DRAWINGS.

THERE ARE ANY DEVIATIONS FROM EXISTING

2. NOTIFY GOVERNMENT IMMEDIATELY IF

ON EXTENT OF DEMOLITION AND RENOVATION.

ELECTRICAL PLANS FOR MORE INFORMATION

1. SEE STRUCTURAL, MECHANICAL AND

COUNTER TO FLOOR TO PREPARE FOR NEW DOOR.

AND HARDWARE COMPLETE. REMOVE CMU BELOW

REMOVE EXISTING COILING COUNTER SHUTTER

PAINT.

PREPARE DOOR AND FRAME TO RECEIVE NEW

INTACT. PREPARE DOOR FOR NEW HARDWARE.

EXISTING SECURE DOOR AND FRAME TO REMAIN

COMPLETE.

REMOVE MECHANICAL AND ELECTRICAL EQUIPMENT

DRAWINGS FOR MORE INFORMATION.

ELECTRICAL FLOOR BOXES. SEE ELECTRICAL

TRENCH FLOOR SLAB AS REQUIRED FOR NEW

DRAWINGS FOR MORE INFORMATION.

PLUMBING WASTE LINES. SEE MECHANICAL

TRENCH FLOOR SLAB AS REQUIRED FOR NEW

PANEL TO THE RECEPTACLE.

THROUGHOUT THE ENTIRE CIRCUIT FROM THE

CIRCUIT PANEL. NEW WIRING SHALL BE PROVIDED

CONDUIT ROUTED BACK TO THE NEW BRANCH

LOCATION ABOVE ACCESSIBLE CEILING AND NEW

INTERCEPTED AT THE NEAREST POSSIBLE

E-9. THE EXISTING CONDUIT SHALL BE

RECEPTACLE LOCATION AS SHOWN ON DRAWING

BE REUSED IF LOCATED WITHIN 12" OF THE NEW

AND OUTLET BOXES WITHIN EXISTING WALLS CAN

AND ASSOCIATED CONDUIT AND WIRING. CONDUIT

DEMO AND REMOVE ALL EXISTING RECEPTACLES

+0'-0"

FINISH FLOOR

+0'-0"

FINISH FLOOR

+0'-0"

FINISH FLOOR

ROOF PLAN

METAL COPING DETAIL

A3

SCALE:1•" = 1'-0"

3 ROOF DRAIN DETAIL

SCALE:3" = 1'-0"

T A

IL

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A3

FOR MORE INFORMATION

SEE DETAIL 2/A3 AND SHEET M2

ROOF DRAIN (TYP. AT 4 LOCATIONS)-

WALKWAY PADS

EXISTING ROOF HATCH

MORE INFORMATION

SEE MECH. DWGS. FOR

CONDENSER -

MORE INFORMATION

SEE MECH. DWGS. FOR

CONDENSER -

FOR MORE INFORMATION

OPENINGS; SEE SHEET M5

NEW RTU - REUSE EXISTING

FLUE STACK TO BE REUSED

EXISTING BOILER

RD

RD

OVERFLOW SCUPPER

SEE DETAIL 4/A3 (TYP. AT 4 LOCATIONS)

NEW 12" x 4" OVERFLOW SCUPPER -

VENT THRU ROOF

NEW ROOF SLOPE AT‚" PER FOOT.

CONTRACTOR TO FIELD VERIFY AND PROVIDE

NOTE: EXISTING ROOF STRUCTURE SLOPES.

RD

RD

VTR

(REUSE OPENING)

EXHAUST FAN

ROOF PENETRATION

LADDER IN ROOM 107

A1

16FT

MORE INFORMATION

SEE SHEET E9 FOR

TV SATELLITE-

MORE INFORMATION

SEE SHEET E9 FOR

TV ANTENNA-

ROOF DETAIL

A4

ROOF DETAIL

PH. # 1.866.766.3727)

ROOF SCREEN MANUFACTURING

(BASIS OF DESIGN -

8'-0" HIGH METAL SCREEN WALL

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OF ENGINEERS

SAVANNAH DISTRICT

.7

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4" CANT

FLASHING

METAL COUNTER

ƒ" ƒ"

6"

TO WOOD BLOCKING CONT

CONT. METAL CLEAT NAIL

WOOD BLOCKING

METAL CLEAT NAIL TO

METAL COPING

METAL DECK

EXISTING

EXISTIING 8" CMU

TO EXISTING 8" CMU

WOOD BLOCKING ANCHORED

3" SHOT-CRETE

+/- 1' -0"

PRESLOPED RIGID INSULATION

ATTACHED TO METAL DECK

PRESSURE TREATED WOOD BLOCKING

ALL SIDES TYPICAL

SEAL OR SOLDER

METAL FLASHING

SEAL ALL SIDES

4"

ALL SIDES

SEAL OR SOLDER

FLAT LOCK SEAM

EXISTING 8" CMU

EXISTING METAL DECK

METAL COPING

INSULATION

1•" RIGID

MEMBRANE ADHERED

SINGLE PLY

MEMBRANE

AND OVER SINGLE-PLY

COUNTER FLASHING

RUN UNDER METAL

BASE FLASHING TO

SINGLE-PLY MEMBRANE

FLASHING STRIP - HOT AIR WELD

STUCCO SKIMCOAT

UNDER FLASHING STRIP

METAL SCUPPER TO EXTEND

UNDER METAL COPING

SINGLE-PLY MEMBRANE TO RUN

SEE ELEV. FOR HEIGHT

METAL OVERFLOW SCUPPER

STUCCO SKIMCOAT

4"MIN

12" MIN

INSULATION

1•" RIGID

PLUMBING VENT

METAL DECK

SINGLE-PLY MEMBRANE

ADHERED

MEMBRANE FLASHING,

HOT-AIR WELD

PIPE SEAL

PRE-MOLDED

MASTIC SEALANT

WATER CUT-OFF

CLAMPING RING

STAINLESS STEEL

FLASHING

SEALANT UNDER MEMBRANE

MANUFACTURER'S RECOMMENDED

SET PIPE SEAL IN

DRAIN STRAINER

CLAMPING RING

HOT-AIR WELD

ADHERED

MEMBRANE FLASHING,

FASTENED AS REQUIRED

TAPERED EDGE SECURELY

1•" RIGID INSUL.

ADHERED

MEMBRANE

SINGLE-PLY

EXISTING METAL DECK

AT CLAMPING RING

SEALANT UNDER MEMBRANE

11" w/…" A.BOLTS

@ 5~0" O.C.MAX.

STL.BRACKET

4"x10"x…"x4"

STL.FLAT BAR

2"x…" CONT.

TO FLAT BAR

@ 12" O.C. - WELD

ƒ"o STL.BARS

LADDER PARTS

PAINT ALL STEEL

3/4" = 1'-0"

LADDER

EXISTING FINISHED FLOOR

EXISTING ROOF HATCH

8" CMU

EXISTING

8" CMU

EXISTING

F I

E

V

R I

F Y

SEALANT

SET IN NON-HARDENING

1"x‚" DRAW BAND

METAL HOOD

PIPE SIZE VARIES

METAL PITCH DAM

BLOCKING

TO TRT.WOOD

FASTEN FLANGE

ROOF INSULATION

1•" METAL DECK

ROOF PENETRATION

SAME WEIGHT AS FOR

HOOD & FLASHING TO BE

ADHERED

SINGLE-PLY MEMBRANE

ADHERED

MEMBRANE FLASHING,

HOT-AIR WELD

2"2"6"

RIGID INSULATION

STUCCO SKIMCOAT

(BEYOND)

PRECAST VENEER

SHEATHING

EXTERIOR PLYWOOD

@ 16" O.C.

6" METAL STUDS

SLOPE •" TO DRAIN

STUCCO SKIMCOAT

AS REQUIRED

WOOD BLOCKING

FOR MORE INFO.

SEE STRUCT. DWGS.

STEEL BEAM-

EXISTING PARAPET

3" SHOT-CRETE

STUCCO SKIMCOAT

FOR MORE INFO.

SEE STRUCT. DWGS.

STEEL BEAM-

MEMBRANE ADHERED

SINGLE PLY

STEEL TUBE

AND SIT FLUSH WITH

EXISTING PARAPET

CANT TO COVER

6" METAL STUDS

2"2"

(BEYOND)

PRECAST VENEER

"(HOT AIR WELD)

SINGLE-PLY MEMBRANE

PANELS AND OVER

RUN UNDER METAL

BASE FLASHING TO

STUCCO SKIMCOAT

SEALANT

A

4.1

8.1

7.1

8.1

8.0

4.0

8.1

C

A

A B

8.0 8.0

8.1

SOUTH ELEVATION

EAST ELEVATION

NORTH ELEVATION

WEST ELEVATION

16FT

3 2

A

A A A A A

A

9.2

9.2

9.2.1

9.2

9.2.1

9.2

9.2

9.2

112 112A

112C 112B

2"

ELEVATION DETAIL

SCALE:‚" = 1'-0"

9.2.1

5'-7" 5'-4" 2'-8" 5'-4" 2'-4"2'-4" 5'-4" 5'-4" 2'-4"2'-4" 5'-4" 3'-4" 5'-4" 2'-4"2'-4" 5'-4" 2'-8" 5'-4" 5'-7"

4.1 4.1 4.1

4'-3"7'-7"7'-6"7'-7"7'-7"7'-6"7'-7"7'-7"7'-6"7'-7"4'-3"

4.1 4.1 4.1

STUCCO SMOOTH FINISH

STUCCO FINE SAND FINISH

PRECAST SILL

4.1

4.1 4.1

METAL COPING

7.1

7.17.1

7.0

7.0

16.0

16.0

16.1

16.1

2.0

2.0

9.2.14.1

2.0

2.0

8.0

8.1 8.1 8.1 8.1 8.1 8.1

8.1 8.1

STUCCO FINE SAND FINISH

STUCCO SMOOTH FINISH

WALL SECTION

SCALE:•" = 1'-0"

19'-7"14'-3"2'-8"13'-7"4'-4"25'-8"4'-4"19'-7"2'-8"14'-3"19'-7"

19'-7"14'-3"2'-8"19'-7"4'-4"25'-8"4'-4"13'-7"2'-8"14'-3"19'-7"

WALL SECTION

SCALE:•" = 1'-0"

9.2.1

16.1

9.2.1

4.6

4.2

4.0

4.6 4.2

4.0

4.64.6

+14'-2"

TOP OF PARAPET

+16'-2"

TOP OF PARAPET

+22'-8"

TOP OF CORNICE

+14'-2"

TOP OF PARAPET

+16'-2"

TOP OF PARAPET

+22'-8"

TOP OF CORNICE

+14'-2"

TOP OF PARAPET

+14'-2"

TOP OF PARAPET

4.0

4.6 4.2

4.0

4.6 4.2

16.1

4.6

4.2

9.2.1

9.2.1

PRECAST CAP

4.0

4.6 4.2

4.0

4.6 4.2

4.6 4.2

7.0 7.0

7.0 7.0

4.2

4.3

5.0

3.0

4.2

4.3

3.0

4.6

9.2

TO REMAIN

STRUCTURE

EXTISTING

7.3.1

7.3.3

7.3.2

7.3

7.3.2

6.0

5.1

6.1

9.0 (6" @ 16" o.c.)

9.3

7.4

@ 16" o.c.)

9.0 (2 1/2"

9.1

9.44.2

4.3

4.5

4.0

3.0

H4

A5

S4

A5

9.3

7.4

@ 16" o.c.)

9.0 (2 1/2"

9.4

8.1

TO REMAIN

STRUCTURE

EXTISTING

7.3.1

7.3.3

7.3.2

7.3

7.3.2

5.1

6.1

9.0 (6" @ 16" o.c.)

6.0

A3

7"

W A

C T

IO

T E

R

E V

A T

IO

16.0 16.0 16.0 16.0

16.0 16.0 16.0 16.0

RECAULK FRAME/WALL JOINT.

REPAINT DOOR, FRAME AND LOUVER.

16.0

7.2 7.2

7.2 7.2

7.2

7.2

5.1 6

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REFERENCE

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A L

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OF ENGINEERS

SAVANNAH DISTRICT

.7

.0

C O

L U

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IA

S O

U

R O

L

IN

A

R E

E T

S O

U

R O

L

IN

A

IN

C

S T

E V

E

K

IN

S

IL

D

N O

V A

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N

NOT TO SCALE

T O

B

L

IC

IT

A T

S O

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A T

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H N

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N T

R A

M O

T S

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N O

R

R O

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IN

A

+0'-0"

FINISH FLOOR

Schedule on Sheet A5)

8.1 ALUMINUM WINDOW SYSTEM (see Window

(see Door Schedule and details on Sheet A5)

8.0 ALUMINUM ENTRANCE / STOREFRONT SYSTEM

16.1 ENTRY KEYPAD (see Electrical Drawings)

16.0 EXTERIOR LIGHT FIXTURE (see Electrical Drawings)

BUILDING

2.0 APPROXIMATE FINISH GRADE - SLOPE AWAY FROM

ELEVATION/SECTION KEY NOTES:

GENERAL NOTES:

AND DRAWINGS.

DISCREPANCIES BETWEEN EXISTING CONDITIONS

NOTIFY ARCHITECT IMMEDIATELY UPON

2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS.

GUIDELINES

EXISTING INSTALLATION'S BUILDING COLOR

1. COLOR OF STUCCO FINISHES TO MATCH

5.2 STRUCTURAL STEEL LINTEL

5.1 STRUCTURAL STEEL BEAM (see Structural Drawings)

5.0 STRUCTURAL STEEL COLUMN (see Structural Drawings)

6.1 EXTERIOR PLYWOOD SHEATHING

6.0 WOOD BLOCKING

3.0 SHOT-CRETE (See Structural Drawings for more information)

4.6 PRECAST CAP

@ 16" O.C. with CELLULAR VENT

4.5 THROUGH-WALL FLASHING with HEAD JOINT WEEPS

@ SPACING SPECIFIED IN SECTION

4.4 ADJUSTABLE MASONRY VENEER ANCHORS

4.3 HORIZONTAL JOINT REINFORCING @ 16" O.C.

4.2 SPLIT FACE CMU VENEER

4.1 CONTROL JOINT -(see sheet S1 for more information)

4.0 PRECAST SILL - (see details on sheet A5)

9.4 WALL BASE AS SCHEDULED

9.3 5/8" GYPSUM BOARD

9.2.1 SYNTHETIC STUCCO SCORELINE

9.2 SYNTHETIC STUCCO SKIMCOAT

9.1 CEILING SYSTEM AS SCHEDULED

9.0 METAL STUDS (size and spacing as indicated)

7.4 BATT INSULATION

7.3.3 FLASHING

7.3.2 CANT STRIP

7.3.1 RIGID INSULATION

7.3 SINGLE-PLY MEMBREANE ROOFING

ph. # 1.866.766.3727)

(Basis of Design - Roof Screen Manufacturing

7.2 METAL SCREEN WALL

7.1 4" x 12" OVERFLOW SCUPPER

7.0 METAL COPING (see details on Sheet A3)

+0'-0"

FINISH FLOOR

+0'-0"

FINISH FLOOR

+0'-0"

FINISH FLOOR

+10'-8"

+12'-8"

+14'-0"

+10'-8"

+12'-8"

+14'-0"

A5

01 2 3 4 4

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

A

T A

IL

S

D O

D

P E

S

3'-0"

1ƒ" THICK

FLUSH DOORS

WOOD DOOR, NO LABEL 2

3'-0"

1ƒ" THICK

FLUSH DOORS

WOOD DOOR, NO LABEL

4'-6"

2"3'-0"2"1'-0"2"

B

EXTERIOR

ALUM. FRAME

H3

J3

3 ALUM. DOORS, NO LABEL

6"2'-0"6"

3'-0"

A H.M. FRAME

2"DOOR WIDTH2"

D O

T

H E

D

AS SCHED.

INTERIOR

DOOR TYPES

H1 H2

J1

J2

H2 AND J2 ARE AT GYP. BD. OPENINGS.

NOTE: H1 AND J1 ARE AT MASONRY OPENINGS.

INSUL. & LAM. GLASS INSUL. & LAM. GLASS

6"2'-0"6"

3'-0"

TEMP. GLASS

WD. DOOR, NO LABEL 5

6'-0"

1…" THICK

BIFOLD DOORS

WOOD DOOR, NO LABEL

1'-6"1'-6"1'-6"1'-6"

S3

FRAME TYPES

2'-0"

1ƒ" THICK

FLUSH DOORS

WOOD DOOR, NO LABEL 7

3'-0"

1ƒ" THICK

FLUSH DOORS

METAL DOOR, NO LABEL 8

3'-0"

1ƒ" THICK

FLUSH DOORS

METAL DOOR, NO LABEL

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NUMBER:

REFERENCE

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OF ENGINEERS

SAVANNAH DISTRICT

.7

.0

C O

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A

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S O

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IN

A

IN

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IN

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M O

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IN

A

5'-4"

H4

S4

J4

A

ALUM. FRAME

EXTERIOR B

ALUM. FRAME

EXTERIOR C

ALUM. FRAME

EXTERIOR

30'-0"

2"2'-9"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-9"2"

NOTE: ALL EXTERIOR WINDOWS TO HAVE LAMINATED AND INSULATED GLAZING

WINDOW TYPES

48'-0"

2"2'-5"2"2'-5"2"

H4

J4

H4

J4

S4

D

H.M. FRAME

INTERIOR

VIEW GLASS

ONE-WAY

INSULATED GLAZING

LAMINATED &

INSULATED GLAZING

LAMINATED &

INSULATED GLAZING

LAMINATED &

H5

J5

S5

2"3'-8"2"

4'-0"

2"2'-9"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-10"2"2'-9"2"

S4

(EA. SIDE)

SEALANT

CHANNEL

MTL.RUNNER

H.M.FRAME

D O

I

G H

T

H E

D U

L E

D

†" GYP.BD.

WHERE REQUIRED

BATT INSULATION

8~0" A.F.F.

†" GYP. BD.

STUD @ 16" O.C.

1•" METAL

†" GYP. BD.

‡" HAT CHANNEL

CMU WALL

EXISTING 8"

TYP.

SEALANT EACH SIDE

8ƒ"

2•" 1•"

(EA. SIDE)

SEALANT

PER JAMB

3 ANCHOR CLIPS

H.M.FRAME

BACK TO BACK

DOUBLE STUDS

†" GYP.BD.

†" GYP. BD.

STUD @ 16" O.C.

1•" METAL

†" GYP. BD.

‡" HAT CHANNEL

CMU WALL

EXISTING 8"

2•" 1•"

H E

D

D O

I

D T

JAMB DETAIL

J1

TYP.

SEALANT EACH SIDE

HEAD DETAIL

H1

HEAD DETAIL

H2

JAMB DETAIL

J2

@ NEW FRAME

GROUT SOLID

NEW H.M.FRAME-

EXISTING OR

1•"4"6†"

AS SCHEDULED

ALUMINUM STOREFRONT

HGT. AS SCHED.

EXTERIOR DOORS

HEAD DETAIL @

H3

SCALE:1•" = 1'-0"

EXTERIOR STOREFRONT

SILL DETAIL @

S3

SCALE:1•" = 1'-0"

EXTERIOR DOORS

JAMB DETAIL @

J3

SCALE:1•" = 1'-0"

(TYP.)

CORNER BEAD

IN ALUMINUM FRAME

INSULATED GLASS

LAMINATED AND

CMU WALL

EXISTING 8"

†" GYP. BD.

‡" HAT CHANNEL

IN ALUMINUM FRAME

INSULATED GLASS

LAMINATED AND

CMU WALL

EXISTING 8"

†" GYP. BD.

H E

D

D O

D T

H

H E

D

D O

D T

H

IN ALUMINUM FRAME

INSULATED GLASS

LAMINATED AND

(EACH SIDE)

SEALANT

EACH SIDE TYP.

SEALANT & BACKER ROD

EACH SIDE TYP.

SEALANT & BACKER ROD

WINDOW

HEAD DETAIL @

H4

SCALE:1•" = 1'-0"

WINDOW

JAMB DETAIL @

J4

SCALE:1•" = 1'-0"

IN ALUMINUM FRAME

INSULATED GLASS

LAMINATED AND

CMU WALL

EXISTING 8"

IN ALUMINUM FRAME

INSULATED GLASS

LAMINATED AND

CMU WALL

EXISTING 8"

EACH SIDE TYP.

SEALANT & BACKER ROD

EACH SIDE TYP.

SEALANT & BACKER ROD

O

7'-4"

O

2'-8"

O

" (TYP.)

CORNER BEAD

IN ALUMINUM FRAME

INSULATED GLASS

LAMINATED AND

†" GYP. BD.

EACH SIDE TYP.

SEALANT & BACKER ROD

@ 16" O.C.

3†" METAL STUD

BATT INSULATION

1"

WINDOWS

SILL DETAIL @

S4

SCALE:1•" = 1'-0"

SHOT-CRETE

SHOT-CRETE

SHOT-CRETE

WALL BEYOND

SHOT-CRETE

PRECAST SILL

SKIMCOAT

STUCCO

SKIMCOAT

STUCCO

SKIMCOAT

STUCCO

SKIMCOAT

STUCCO

†" GYP. BD.

STUD @ 16" O.C.

1•" METAL

†" GYP. BD.

CMU WALL

EXISTING 8"

TYP.

SEALANT EACH SIDE

8ƒ"

2•" 2•"

NEW H.M.FRAME

EXISTING OR

5'-0" A.F.F.

H.M.FRAME

STUD @ 16" O.C.

3†" METAL

†" GYP. BD.

STUD @ 16" O.C.

1•" METAL

†" GYP. BD.

CMU WALL

EXISTING 8"

8ƒ"

2•" 2•"

GROUT SOLID

H.M.FRAME-

STUD @ 16" O.C.

1•" METAL

†" GYP. BD.

STUD @ 16" O.C.

1•" METAL

†" GYP. BD.

CMU WALL

EXISTING 8"

TYP.

SEALANT EACH SIDE

H.M.FRAME

O

E X I

S T I

N G

8ƒ"

VIEW WINDOW

SILL DETAIL @

S5

SCALE:1•" = 1'-0"

2'-8"

4"3"

CRETE

3" SHOT-

4"6†"

5‡"

5‡"

6…" @ W1

@ W2

CHANNEL AT W1)

(WITH RESILIENT

@ 16" O.C.

3†" MTL. STUDS

6…" @ W1

@ W2

CHANNEL AT W1)

(WITH RESILIENT

@ 16" O.C.

3†" MTL. STUDS

4"6‚"

FOR INSTALLATION OF WINDOWS

TO MATCH EXISTING CONDITIONS

PATCH AND REPAIR AS NECESSARY

EXISTING STUD WALL-

FOR INSTALLATION OF WINDOWS

TO MATCH EXISTING CONDITIONS

PATCH AND REPAIR AS NECESSARY

EXISTING STUD WALL-

VIEW WINDOW

HEAD DETAIL @

H5

SCALE:1•" = 1'-0"

VIEW WINDOW

JAMB DETAIL @

J5

SCALE:1•" = 1'-0"

†" GYP. BD.

STUD @ 16" O.C.

1•" METAL

†" GYP. BD.

‡" HAT CHANNEL

CMU WALL

EXISTING 8"

TYP.

SEALANT EACH SIDE

8ƒ"

2•" 1•"

†" GYP. BD.

STUD @ 16" O.C.

1•" METAL

†" GYP. BD.

‡" HAT CHANNEL

CMU WALL

EXISTING 8"

2•" 1•"

H E

D

D O

D T

H

SECURE DOORS

JAMB DETAIL @

J6

SCALE:1•" = 1'-0"

TYP.

SEALANT EACH SIDE

SECURE DOORS

HEAD DETAIL @

H6

SCALE:1•" = 1'-0"

8~0" A.F.F.

7'-2" OR

GLASS

ONE-WAY VIEW

GLASS

ONE-WAY VIEW

GLASS

ONE-WAY VIEW

SECURE DOORS

SILL DETAIL @

S6

SCALE:1•" = 1'-0"

WALL BEYOND

SECURE DOOR FRAMES)

(MATCH EXISTING

GROUT SOLID

METAL FRAME-

SECURE DOOR FRAMES)

(MATCH EXISTING

METAL FRAME-

SECURE DOOR FRAMES)

(MATCH EXISTING

GROUT SOLID

METAL FRAME-

(MATCH EXISTING PROFILE)

THRESHOLD

CERAMIC TILE

THRESHOLD

SYNTHETIC MARBLEAS SCHEDULED

DOOR & FRAME

AS SCHEDULED

DOOR & FRAME

CARPETVCT OR CARPET

TILE/FINISH AS SCHEDULED

SILL DETAIL @ CERAMIC

S1

SCALE:1•" = 1'-0"

VCT

CARPET & VCT

SILL DETAIL @

S2

SCALE:1•" = 1'-0"

STRIP

REDUCING

FOR MORE INFORMATION

METHOD) - SEE STRUCTURAL

MANUFACTURER'S APPROVED

METAL ANGLE (PER

ATTACH FRAME INTO

TO MATCH WALL

SMOOTH AND PAINT

RUB EXISTING CMU

SEALANT

FOR MORE INFORMATION

METHOD) - SEE STRUCTURAL

MANUFACTURER'S APPROVED

METAL ANGLE (PER

ATTACH FRAME INTO

INFORMATION

FOR MORE

STRUCTURAL

ANGLE - SEE

4"1'-1‚"

SEALANT

SIDE (TYP.)

SEALANT EACH

VENEER

SPLITFACE

EXISTNG 8" CMU

4"6‚"7"

(BELOW)

PRECAST SILL

RUNOFF

FOOT FOR WATER

SLOPE „" PER

280 CFM

TYPE A DIFFUSER-SEE SCHEDULE

SYMBOLS DESCRIPTION

FLEXIBLE DUCT CONNECTION

LOW PRESSURE FLEXIBLE DUCT

DUCT RISE IN DIRECTION OF AIR FLOW

DUCT DROP IN DIRECTION OF AIR FLOW

RECTANGULAR MAIN WITH ROUND BRANCH

90° MITERED ELBOW WITH TURNING VANES

CONCENTRIC DUCT TRANSITION

10" DIAMETER ZONE DAMPER

HUMIDISTAT

WALL SWITCH

MOTOR OPERATED DAMPER

ROUND TO SQUARE TRANSITION

ECCENTRIC DUCT TRANSITION

NEW EQUIPMENT, DUCT, ETC.

FLAT OVAL

ROUND

PRESSURE SWITCH

DUCT RISE

DUCT DROP

MANUAL DAMPER

MEDIUM PRESSURE FLEX DUCT

LINED DUCTWORK

HVAC Legend - Ductwork

A-10-280

SMOKE DAMPER

DUCT SPLIT (PROVIDE SPLITTER DAMPER)

BRANCH (PROVIDE WITH 45° ENTRY)

RECTANGULAR MAIN WITH RECTANGULAR

(SUPPLY, OUTSIDE AIR)

POSITIVE PRESSURE DUCT

(RETURN,EXHAUST)

NEGATIVE PRESSURE DUCT

TO REMAIN AS IS

EXISTING EQUIPMENT, DUCT, ETC.

TO BE REMOVED

EXISTING EQUIPMENT, DUCT, ETC.

MOD

OA

OBD

RA

RCF

MOTOR OPERATED DAMPER

OUTSIDE AIR

OPPOSED BLADE DAMPER

RETURN AIR

RECIRCULATING FAN

PSI

PD PRESSURE DROP

MBH 1000 BTUH

SA SUPPLY AIR

RPM REVOLUTIONS PER MINUTE

SP STATIC PRESSURE

KW KILOWATTS

TD

REF

ATD

ABOVE FINISHED FLOOR

TRANSFER DUCT

ROOF EXHAUST FAN

AIR TEMPERATURE DROP

AIR HANDLING UNIT

SEER

ITD

LAT LEAVING AIR TEMPERATURE

AHU

LWT LEAVING WATER TEMPERATURE

NIC NOT IN CONTRACT

RELATIVE HUMIDITY RH

SD SMOKE DAMPER OR STORM DRAIN

AFF

F

BTUH

CHWS

EWT

FT

ESP

CO

COP

CWP

CWR

CWS

D

DB

DN

EAT

FD

FSD

GPM GALLONS PER MINUTE

GPH GALLONS PER HOUR

EER ENERGY EFFICIENCY RATIO

COEFFICIENT OF PERFORMANCE

HORSEPOWER

FAHRENHEIT

CHILLED WATER SUPPLY

FEET

CONDENSER WATER PUMP

CLEANOUT

DRAIN

DRY BULB

DOWN

FIRE/SMOKE DAMPER

FIRE DAMPER OR FLOOR DRAIN

CUBIC FEET PER MINUTE

CHILLED WATER

CHILLED WATER PUMP

CHILLED WATER RETURN

CFM

CHW

CHWP

CHWR

CNTE CONNECT NEW TO EXISTING

CW CONDENSER WATER

HHWP

HEATING HOT WATER SUPPLY

HHWR

HHWS

HHW

HP

BRITISH THERMAL UNIT PER HR

CONDENSER WATER SUPPLY

ENTERING AIR TEMPERATURE

EXTERNAL STATIC PRESSURE

ATR AIR TEMPERATURE RISE

WTR WATER TEMPERATURE RISE

WTD WATER TEMPERATURE DROP

TYP

UNO

VAV VARIABLE AIR VOLUME VALVE

UNLESS NOTED OTHERWISE

TYPICAL

W WATTS

TG TRANSFER GRILLE

ABBREVIATION/DEFINITION

POUNDS PER SQ.IN. WG (GAUGE)

HEATING HOT WATER PUMP

HEATING HOT WATER

APD AIR PRESSURE DROP

AVG AVERAGE

BHP BRAKE HORSEPOWER

CV VALVE COEFFICIENT

FPM FEET PER MINUTE

FPS FEET PER SECOND

KWH KILOWATT HOUR

MOV MOTOR OPERATED VALVE

PRV PRESSURE REDUCING VALVE

PSIA

WPD WATER PRESSURE DROP

BFF BELOW FINISHED FLOOR

FCO FLOOR CLEAN OUT

ENTERING WATER TEMPERATURE

WCO WALL CLEAN OUT

ROUGH-IN AND FINAL CONNECT RI&FC

INVERT ELEVATION

T&P TEMPERATURE AND PRESSURE

NTS NOT TO SCALE

WC WATER COLUMN

POUNDS PER SQ.IN.WG (ABSOLUTE)

HEATING HOT WATER RETURN

INV.

Mechanical

Abbreviations

DUCT AIR EXTRACTOR

TEMPERATURE SENSOR

FOR RATING)

FIRE DAMPER (SEE ARCH.

(SEE ARCH. FOR RATING)

FIRE & SMOKE DAMPER

R

D

OR

10"

P

S

OR

OR

OR XXXXXX

AIR FLOW

T

H

SYMBOLS DESCRIPTION SYMBOLS DESCRIPTION

BUTTERFLY VALVE

THRUST BLOCK

PIPE ANCHOR

HVAC Legend - Piping

DRAIN LINE

FLOW CONTROL VALVE

SUPPY & RETURN

CONDENSER WATER

CONCENTRIC REDUCER

ECCENTRIC REDUCER

STEAM TRAP

FLOW SWITCH

BLIND FLANGE

UNION

MANUAL AIR VENT

VACUUM BREAKER

GAUGE COCK

RELIEF VALVE

NON-SLAM CHECK VALVE

BALANCING VALVE

BALL VALVE

GLOBE VALVE

TEMPERATURE SENSOR

PRESSURE SENSOR

THERMOMETER

FLOW METER

SEE SPECIFICATIONS

SHUTOFF VALVE

P

F

T

P

F

CW

CHW

HHW

CHWS

CHWR

HHWS

HHWR

CWS

CWR

PCR

GCR

HPS

MPS

LPS

X

D

R

CONNECT NEW TO EXISTING

CONDENSER WATER RETURN

AUTOMATIC AIR VENT

SUPPLY & RETURN

HEATING HOT WATER

RETURN

GRAVITY CONDENSATE

RETURN

PUMPED CONDENSATE

EXISTING TO REMAIN

REMOVED

EXISTING TO BE

OR X X X X X X X X X XX

ON THIS DRAWING

REFER TO HVAC NOTE

ON THIS DRAWING

REFER TO HVAC NOTE

INITIAL TEMP. DIFFERENCE

SEASONAL ENERGY EFF. RATIO

10" NECK (ROUND OR SQUARE)

TO EXISTING

CONNECT NEW

(HOT GAS & LIQUID)

REFRIGERANT LINES

PORT (PETE'S PLUG)

PRESSURE & TEMP.

GAUGE COCK

PRESSURE GAUGE W/

CONTROL VALVE

OPERATED

2-WAY MOTOR

CONTROL VALVE

OPERATED

3-WAY MOTOR

DRAIN VALVE

STRAINER W/

VALVE

PRESSURE REDUCING

PRESSURE SWITCH

DIFFERENTIAL

SUPPLY& RETURN

CHILLED WATER

SUPPLY

CHILLED WATER

RETURN

CHILLED WATER

SUPPLY

CONDENSER WATER

RETURN

CONDENSER WATER

STEAM SUPPLY

MEDIUM PRESSURE

STEAM SUPPLY

HIGH PRESSURE

CONNECTION

FLEXIBLE PIPE

JOINT

PIPE EXPANSION

STEAM SUPPLY

LOW PRESSURE

WATER RETURN

HEATING HOT

WATER SUPPLY

HEATING HOT

MECHANICAL GENERAL NOTES

HVAC

DEMOLITION GENERAL NOTES

OF TEMPORARY SERVICES.

EQUIPMENT OR INSTALLATION AND CONNECTION

ALL TESTING, SERVICE FEES, RENTAL OF TEMPORARY

BUILDING SERVICES DURING DEMOLITION INCLUDING

7. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

FOR RELOCATION.

AND MAKE OPERATIONAL EQUIPMENT INDICATED

6. REMOVE, STORE, CLEAN, REINSTALL, RECONNECT,

AS INDICATED.

OWNER OR REMOVE FROM THE PROJECT SITE

5. REMOVE INDICATED EQUIPMENT AND DELIVER TO THE

PATCH SURFACE TO MATCH EXISTING FINISH.

THE FACE OF ADJACENT CONSTRUCTION. CAP AND

DUCTWORK ABANDONED IN PLACE, 2 INCHES BEYOND

4. CUT AND REMOVE BURIED OR CONCEALED PIPE AND

AND DUCTWORK IN ITS ENTIRETY.

3. REMOVE INDICATED EXPOSED OR ACCESSIBLE PIPE

NEW PRODUCTS OF EQUAL CAPACITY AND QUALITY.

REMOVE DAMAGED PORTIONS AND INSTALL

EQUIPMENT TO REMAIN IS DAMAGED OR DISTURBED,

2. WHERE PIPE, DUCTWORK, INSULATION, OR

WORK INDICATED OR SPECIFIED.

1. DISCONNECT, DEMOLISH, AND REMOVE

M0.1

M E

C H

A N

IC

G E

N

B R

E V

IA

T

IO

N

CONTAMINANTS ARE TO BE INTRODUCED INTO THE SPACE.

IF UNUSUAL CONTAMINANTS OR UNUSUALLY STRONG SOURCES OF SPECIFIC

BE RE-EVALUATED, IF AT A LATER TIME, SPACE USE CHANGES OCCUR OR

ACCEPTABLE INDOOR AIR QUALITY PER ASHRAE 62-1989. THIS DESIGN SHOULD

20.THE VENTILATION RATE PROCEDURE HAS BEEN USED TO ASSURE

THE OVERALL MECHANICAL PRICE.

COORDINATE WITH HIS SUBCONTRACTORS TO ENSURE THAT THIS PRICE IS INCLUDED IN

INSTALL ALL ELECTRICAL POWER TO THE SYSTEMS. IT IS HIS RESPONSIBILITY TO

BY THE MECHANICAL CONTRACTOR. THE LICENSED ELECTRICAL CONTRACTOR SHALL

SWITCHES,TIME CLOCKS AND ALL OTHER CONTROL COMPONENTS IS TO BE PROVIDED

EQUIPMENT POWER AND CONTROL WIRING TO DAMPER MOTORS, VALVE MOTORS,

ELECTRICAL CONTRACTOR BEFORE SUBMITTING SHOP DRAWINGS OR ORDERING

19. COORDINATE VOLTAGE OF ALL MECHANICAL EQUIPMENT WITH

THE FIRE ALARM SYSTEM SHALL BE UL U.L. CERTIFIED

ELECTRICAL CONTRACTOR AND INSTALLED BY NICET LEVEL TWO, MINIMUM, PERSONNEL.

18. DUCT SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY

SERVICE, ETC.

BECAUSE OF UNIT SIZE, ROOF OPENING SIZE, WEIGHT, LOCATION, ELECTRICAL

RESPONSIBLE FOR COORDINATING WITH ALL DISCIPLINES ANY CHANGES NEEDED

THAT SPECIFIED IN PLANS OR SPECIFICATION, THE CONTRACTOR SHALL BE

17. IF EQUIPMENT TO BE SUPPLIED BY CONTRACTOR IS DIFFERENT THAN

AND REGISTERS (THIS IS IN ADDITION TO OBD AT DIFFUSER).

16. PROVIDE A MANUAL DAMPER IN ALL RUN OUTS TO DIFFUSERS. GRILLES,

RECTANGULAR DUCTWORK.

EXTRACTOR IN ALL ROUND DUCT TAKE-OFFS FROM

15. USE SPIN-IN AND TWIST LOCK FITTINGS WITH QUADRANT AND

TO CROSS.

14. RISE DUCTWORK UP BETWEEN JOISTS WHEN NECESSARY FOR TWO DUCTS

CONFIGURATION,DIMENSIONS, ETC.

13. REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL BUILDING

OTHERWISE.

12. ALL LOUVER HEIGHTS GIVEN ARE TO TOP OF LOUVER UNLESS NOTED

11. MOUNT ALL THERMOSTATS 5'-0" ABOVE FINISHED FLOOR.

OTHERWISE ON DRAWINGS.

DIFFUSERS TO HAVE 4-WAY AIR FLOW PATTERNS UNLESS INDICATED

10. ALL SLOT DIFFUSERS TO HAVE 2-WAY AIR FLOW PATTERNS & ALL 2X2

IN HORIZONTAL RUNS.

9. CONDENSATE LINES SHALL BE TRAPPED AND SLOPED„" PER FOOT

CONTRACTING OFFICER.

8. VERIFY ALL THERMOSTAT AND FAN SWITCH LOCATIONS WITH THE

7. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS.

OF CAPPED DUCTS ARE NOT ACCEPTABLE.

TAPERED SQUARE TO ROUND TRANSITIONS. SPIN-IN FITTINGS AT THE END

6. ALL DUCT TRANSITIONS FROM SQUARE TO ROUND SHALL BE SMOOTH AND

MAXIMUM LENGTH= 8 FEET.

SAGS AND KINKS AND SHALL BE THE SAME SIZE AS THE DIFFUSER INLET.

5. FLEXIBLE DUCT RUN OUTS TO CEILING DIFFUSERS SHALL BE FREE OF

TOP OF DUCTWORK LEVEL AND AS HIGH AS POSSIBLE.

4. TRANSITION RECTANGULAR DUCTWORK ON BOTTOM AND SIDES. MAINTAIN

(MAX.) ALL AROUND EXTERIOR PERIMETER OF DUCT.

X 1 / 8 GALVANIZED STEEL ANGLES BOLTED OR RIVETED 6" ON CENTER

3. ALL OPEN ENDED DUCTS SHALL BE REINFORCED WITH 1-1/2" X 1-1/2"

ENGINEER SHOWING HIS PROPOSED SOLUTION.

THE MECHANICAL CONTRACTOR SHALL SUBMIT A DRAWING TO THE

UNLESS NOTED ON THE STRUCTURAL PLANS. WHERE CONFLICTS ARISE

EQUIPMENT CURBS. AVOID PENETRATING ANY STRUCTURAL MEMBERS

ALL ROOF, WALL AND FLOOR PENETRATIONS AND ROOF MOUNTED

2. COORDINATE WITH STRUCTURAL CONTRACTOR THE EXACT LOCATION OF

COORDINATE ITS LOCATION WITH ALL DISCIPLINES.

PARTICULAR ITEM IS NOT SHOWN ON THE REFLECTED CEILING PLANS,

LOCATION OF ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES. IF A

1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT

D G

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NUMBER:

REFERENCE

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US ARMY CORPS

OF ENGINEERS

SAVANNAH DISTRICT

.7

.0

C O

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IA

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IN

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System No. C-AJ-5098

SECTION A-A

F RATING = 2-HR.

T RATING = 1-HR.

C

J

FIRESTOP SYSTEMS

A

5A

Reproduced by HILTI, Inc. Courtesy of

Underwriters Laboratories, Inc.

Revised 18, AUG. 1999

5B