17a - Drawings B578.pdf

PDF 12 MB Posted Feb 12, 2025

Attached to: Repair MX Dock B578 and IMC Pavements Area F
Solicitation number: FA441825R0002
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · Feb 12, 2025

This file contains architectural, mechanical, electrical, plumbing and fire protection drawings for repairs to Building 578 Maintenance Dock at Joint Base Charleston, South Carolina. The drawings show renovation work including demolition and new construction for various building systems.

The drawings detail modifications to HVAC systems including new air handlers, chillers, boilers, exhaust fans, and infrared heaters. Electrical work includes power and lighting modifications, new panels and circuits, and fire alarm system updates. Plumbing renovations involve new fixtures and water heater. Fire protection changes include removal of the high expansion foam system while maintaining the existing wet pipe sprinkler system. The drawings provide specific equipment schedules, system diagrams, floor plans, and installation details. The work area encompasses the hangar bay, mechanical rooms, restrooms, and office spaces within Building 578. Design criteria and general notes are included for each discipline. The drawings are stamped by professional engineers and dated June 8, 2023.

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JBC-AB Repair Maint.Dock Bldg 578 - A100 First Floor Plan Rev 1 352025.pdf	PDF	Mar 10, 2025
Solicitation Amendment - FA441825R00020001.pdf	PDF	Mar 6, 2025
Solicitation Amendment FA441825R00020001 SF 30.pdf	PDF	Mar 6, 2025
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Pre-Proposal Addendum 01 SOW (Paint Scope Reduction).pdf	PDF	Feb 25, 2025
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17a - Drawings IMC Pavements Area F.pdf	PDF	Feb 12, 2025

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PROJECT DURATION

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LEGEND & SYMBOLS

EXISTING WALL TO REMAIN

WALL / SOFFIT / ROOF OVERHEAD

EXISTING DOOR TO BE DEMOLISHED

REFER TO KEYNOTES

EXISTING WINDOW TO BE DEMOLISHED

REFER TO KEYNOTES

DEMOLITION KEYNOTE?

REMOVE EXISTING CONTROL JOINT MATERIAL

SEE 2/AD100C.J.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

F.4

2.1 2.6 2.8 3.9

A.8

B.6

B.7

C.4

D.7

E.8

5.3

D.2

AD200

AD200 3

AD2004

C.J.

D01

D02

D01

D02

AD120

C.J.

C.J.C.J. C.J.

D01

D01 D01

1 1 /2"

REMOVE EXISTING JOINT MATERIAL

EXISTING CONCRETE FLOOR

A D

M AN

COM

IT Y

B I L

GLICK/BOEHM

CHARLESTON

NO. B-80006 TCETIHCRADERETSIGE

TH CAROLINAST

E OF SOU

& ASSOCIATES, INC.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

GIN

RIN

R M

C E

C K, B

N D

O C

U M

E W

BAIR AS

I N62 8T H

C H

N A

, S

LIT

O F T

F T

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B I L

6 Y

N, SC

-56

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A/E SEALCOA SEAL

XXX

DKFX 1052062

D S G N

B Y

D A

D R W N

B Y

D A

C H K

B Y

D A

T B A S E

C H A R

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

LIT

F T

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

R E V

N S

R E V

D E S C R

O N

P R E P

B Y

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A P P R 'D

XXX

JD DR SM

6/8 /20

AD100

6/8 /20

6/8

/20

0 32 48 6416

GRAPHIC SCALE

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

D01 DEMOLISH DOOR & DOOR HARDWARE

D02 DEMOLISH RAISED CONCRETE PAD

PROJ. TRUE

GENERAL DEMOLITION NOTES

10 DEMOLITION PLANS AND ELEVATIONS SHOW THE INTENT OF DEMOLITION

TO BE PERFORMED. ALL DASHED ITEMS ARE TO BE DEMOLISHED

COMPLETE. CONTRACTOR SHALL INCLUDE ALL DEMOLITION, CUTTING AND

PATCHING REQUIRED FOR NEW CONSTRUCTION. REFER TO OTHER

DISCIPLINES (STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND

FIRE PROTECTION) DEMOLITION DRAWINGS FOR ADDITIONAL ITEMS TO BE

DEMOLISHED. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES

BETWEEN DISCIPLINES DEMOLITION AND NEW WORK TO THE ARCHITECT. IT

IS THE RESPONSIBILITY OF THE CONTRACTOR TO SHORE, BRACE AND/OR

SECURE MATERIALS AND STRUCTURE TO REMAIN.

11 WHERE EXISTING WALL, CEILING, ROOF OR FLOOR SYSTEMS ARE TO

REMAIN AND ARE DISTURBED BY DEMOLITION, THEY SHALL BE REPAIRED

AS REQUIRED TO MATCH ORIGINAL INTEGRITY AND ADJACENT

CONSTRUCTION.

GENERAL DEMOLITION NOTES

1 ELEMENTS OR PORTIONS OF ELEMENTS TO BE REMOVED ARE SHOWN

DASHED. REFER TO KEY NOTES FOR ADDITIONAL CLARIFICATION FOR

PARTIALLY REMOVED OR REUSED ELEMENTS. RETURN UN-USED DOORS,

HARDWARE, AND ACCESSORIES TO OWNER.

2 VERIFY EXISTING CONDITIONS OF SPACE PRIOR TO DEMOLITION WORK.

3 AREAS OF DEMOLITION ARE APPROXIMATE; GENERAL CONTRACTOR TO

COORDINATE TO COORDINATE DEMOLITION WITH EXISTING CONDITIONS,

NEW CONSTRUCTION, AND ADDITIONAL SCOPE OF WORK INCLUDED IN

MECHANICAL, PLUMBING, AND ELECTRICAL DOCUMENTS.

4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DOCUMENTS FOR

REMOVAL AND CAPPING OF SERVICES FOR ITEMS SHOWN TO BE

REMOVED.

5 CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT

EXISTING FLOORING AND FINISHES TO REMAIN.

6 CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF BUILDING

CONTENTS AS WELL AS BUILDING MATERIALS STORED ON SITE DURING

CONSTRUCTION.

7 REFER TO STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL FOR

OTHER DEMOLITION. CONTRACTOR TO COORDINATE DEMOLITION

REQUIRED BY OTHER DISCIPLINES AND COMPLETE PREPARATION FOR NEW

WORK.

8 EXISTING CONSTRUCTION TO REMAIN SHALL BE PROTECTED DURING

DEMOLITION AND NEW WORK CONSTRUCTION ACTIVITIES.

9 THE EXTENT OF DEMOLITION INDICATED IS BASED ON AS BUILT DRAWING

PROVIDED BY THE OWNER AND FIELD OBSERVATIONS. ANY

DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE INDICATED

ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AS SOON AS

DISCREPANCIES ARE DISCOVERED.

SCALE: 1/16" = 1'-0"AD100

1 DEMOLITION FIRST FLOOR

SCALE: 6" = 1'-0"AD100

2 DEMOLITION CONTROL JOINT DETAIL

DEMOLISH GYPSUM BOARD CEILING

DEMOLISH 2' x 4' LIGHT FIXTURE

REFER TO ELECTRICAL DRAWINGS

DEMOLISH EXHAUST GRILLE, REFER TO MECHANICAL

DWGS

DEMOLISH SUPPLY GRILLE, REFER TO MECHANICAL

DWGS

2 3

F.4

2.1 2.6 2.8

E.8

D06D06

D11D11

D10D10

D10

D06D06

2 3

F.4

2.1 2.6 2.8

E.8

D07

D01

D01D01

D03

D04

D03

D04D04

D03

D04

D03

D04D04

D05

D05 D01

WOMEN

MEN

CORRIDOR

OFFICE

D01D01

D12

A D

M AN

COM

IT Y

B I L

GLICK/BOEHM

CHARLESTON

NO. B-80006 TCETIHCRADERETSIGE

TH CAROLINAST

E OF SOU

& ASSOCIATES, INC.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

GIN

RIN

R M

C E

C K, B

N D

O C

U M

E W

BAIR AS

I N62 8T H

C H

N A

, S

LIT

O F T

F T

LIT

M AN

COM

IT Y

B I L

6 Y

N, SC

-56

6-0

INE

ING

.CO

A/E SEALCOA SEAL

XXX

DKFX 1052062

D S G N

B Y

D A

D R W N

B Y

D A

C H K

B Y

D A

T B A S E

C H A R

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

LIT

F T

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

R E V

N S

R E V

D E S C R

O N

P R E P

B Y

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A P P R 'D

XXX

JD DR SM

6/8 /20

D C

AD120

6/8 /20

6/8

/20

0 8 12 164

GRAPHIC SCALE

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

D01 DEMOLISH DOOR & DOOR HARDWARE

D03 DEMOLISH PLUMBING FIXTURES

D04 DEMOLISH TOILET PARTITIONS, GRAB BARS & ACCESSORIES

D05 DEMOLISH VINYL COMPOSITION TILE FLOORING AND BASE IN ENTIRE

ROOM

D06 DEMOLISH LIGHTS, REFER TO ELECTRICAL DRAWINGS

D07 DEMOLISH FIRE SHUTTER & TRACKS

D10 DEMOLISH GYPSUM BOARD CEILING

D11 DEMOLISH ACCESS PANEL

D12 DEMOLISH THRU WALL HVAC UNIT. REFER TO MECH. DWGS. INFILL

OPENING PER 1/A400.

PROJ. TRUE

SCALE: 1/4" = 1'-0"AD120

2 DEMOLITION FIRST FLOOR REFLECTED CEILING

SCALE: 1/4" = 1'-0"AD120

1 ENLARGED DEMOLITION PLAN

DEMOLISH ALL TRANSLUCENT PANELS

DEMOLITION KEYNOTE?

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

D13 D13 D13 D13

12345678910111213141516

D08D08D08

D13 D13

A B C D E F G HB.6

D08D08

ABCDEFGH B.6

D08D08

A D

M AN

COM

IT Y

B I L

GLICK/BOEHM

CHARLESTON

NO. B-80006 TCETIHCRADERETSIGE

TH CAROLINAST

E OF SOU

& ASSOCIATES, INC.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

GIN

RIN

R M

C E

C K, B

N D

O C

U M

E W

BAIR AS

I N62 8T H

C H

N A

, S

LIT

O F T

F T

LIT

M AN

COM

IT Y

B I L

6 Y

N, SC

-56

6-0

INE

ING

.CO

A/E SEALCOA SEAL

XXX

DKFX 1052062

D S G N

B Y

D A

D R W N

B Y

D A

C H K

B Y

D A

T B A S E

C H A R

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

LIT

F T

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

R E V

N S

R E V

D E S C R

O N

P R E P

B Y

D A

A P P R 'D

XXX

JD DR SM

6/8 /20

AD200

6/8 /20

6/8

/20

0 32 48 6416

GRAPHIC SCALE

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

D08 DEMOLISH ALL TRANSLUCENT PANELS

D13 DEMOLISH PORTION OF WALL FOR NEW LOUVER

DEMOLITION ELEVATION NOTES

1 NOT ALL KEYNOTES WILL BE USED ON ALL SHEET.

2 REFER TO SHEET AD100 FOR GENERAL DEMOLITION NOTES.

3 REFER TO DEMOLITION PLANS & SECTIONS FOR ADDITIONAL DEMOLITION

INFORMATION.

4 COORDINATE DEMOLITION AND NEW WORK WITH ELECTRICAL /

MECHANICAL / PLUMBING DRAWINGS.

SCALE: 1/16" = 1'-0"AD200

1 EXISTING SOUTH ELEVATION

SCALE: 1/16" = 1'-0"AD200

2 EXISTING NORTH ELEVATION

SCALE: 1/16" = 1'-0"AD200

3 EXISTING WEST ELEVATION

SCALE: 1/16" = 1'-0"AD200

4 EXISTING EAST ELEVATION

FD FD

EXISTING WALL

WALL / SOFFIT / ROOF OVERHEAD

DOOR MARK

REFER TO DOOR SCHEDULE

FIRE EXTINGUISHER CABINET

EXISTING NE

WINDOW / STOREFRONT MARK

REFER TO WINDOW SCHEDULE

1i WALL TYPE MARK

NEW CONSTRUCTION KEYNOTE?

FLOOR DRAIN

REFER TO PLUMBING DRAWINGS

INSTALL JOINT MATERIAL @ ALL EXISTING CONTROL

JOINTS, SEE 2/A100C.J.

1 1 /2"

JOINT SEALANT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

F.4

2.1 2.6 2.8 3.9

A.8

B.6

B.7

C.4

D.7

E.8

5.3

D.2

A200

A2004

A200

A200 3

A400

HANGAR

OFFICE

WOMEN

MEN

MECHANICAL

STORAGE

ELECTRICAL

FIRE RISER ROOM

C.J.

C.J.C.J. C.J.

101D 101C

101E

101B101A

REPAINT EXISTING SAFETY MARKINGS

3/A414

A4131

Si m

A413

2 Sim

A414

3 Sim

A414

Sim

A415 5

Si m

A415

6 Sim

A416

7 Sim

1.20

1.30

WIDTH

DOOR

FLUSH

NARROW

VISION A

2'- 1"

A D

M AN

COM

IT Y

B I L

GLICK/BOEHM

CHARLESTON

NO. B-80006 TCETIHCRADERETSIGE

TH CAROLINAST

E OF SOU

& ASSOCIATES, INC.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

GIN

RIN

R M

C E

C K, B

N D

O C

U M

E W

BAIR AS

I N62 8T H

C H

N A

, S

LIT

O F T

F T

LIT

M AN

COM

IT Y

B I L

6 Y

N, SC

-56

6-0

INE

ING

.CO

A/E SEALCOA SEAL

XXX

DKFX 1052062

D S G N

B Y

D A

D R W N

B Y

D A

C H K

B Y

D A

T B A S E

C H A R

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

LIT

F T

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

R E V

N S

R E V

D E S C R

O N

P R E P

B Y

D A

A P P R 'D

XXX

JD DR SM

6/8 /20

A100

6/8 /20

6/8

/20

0 32 48 6416

GRAPHIC SCALE

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

1.20 PREPARE AND INSTALL COATING ON ENTIRE HANGER FLOOR. SEE

SPEC. SECTION 09 67 23.16

1.30 PREPARE AND PAINT BOTH SIDES OF METAL ROLL UP DOOR

PROJ. TRUE

SCALE: 6" = 1'-0"A100

2 CONTROL JOINT DETAIL

SCALE: 1/16" = 1'-0"A100

1 FIRST FLOOR

FINISH SCHEDULE

ROOM

NO. ROOM NAME

FLOOR WALLS

CABINETRY

CEILING

NOTES

ROOM

NO.MTRL. FINISH BASE

NORTH EAST SOUTH WEST

MTRL. FINISHMTRL. FINISH MTRL. FINISH MTRL. FINISH MTRL. FINISH

102 OFFICE VCT RB EX. GYP. BD. PT EX. GYP. BD. PT EX. GYP. BD. PT EX. GYP. BD. PT -- EX. GYP. BD. PT 102 103 WOMEN EX. PFT EX. PBT EX. CWT -- EX. CWT -- EX. CWT -- EX. CWT -- -- EX. GYP. BD. PT REFER TO TILE CLEANING

NOTES

104 MEN EX. PFT EX. PBT EX. CWT -- EX. CWT -- EX. CWT -- EX. CWT -- -- EX. GYP. BD. PT REFER TO TILE CLEANING

NOTES

109 CORRIDOR VCT RB EX. GYP. BD. PT EX. GYP. BD. PT EX. GYP. BD. PT EX. GYP. BD. PT -- EX. GYP. BD. PT 109

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

TYPE ELEVATIONS - DOORS

DOOR & FRAME SCHEDULE

TAG Type Mark

DOOR FRAME

FIRE RATING HARDWARE SET

DETAILS

NOTESHEIGHT WIDTH THICKNESS MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL

101A D1 7' - 0" 3' - 0" 0' - 1 3/4" HM PNT EXIST HM PNT

101B D1 7' - 0" 3' - 0" 0' - 1 3/4" HM PNT EXIST HM PNT

101E D1 7' - 0" 3' - 0" 0' - 1 3/4" HM PNT EXIST HM PNT

102A D1 7' - 0" 3' - 0" 0' - 1 3/4" HM PNT EXIST HM PNT

102B D1 7' - 0" 3' - 0" 0' - 1 3/4" HM PNT EXIST HM PNT

103 D1 7' - 0" 3' - 0" 0' - 1 3/4" HM PNT EXIST HM PNT

104 D1 7' - 0" 3' - 0" 0' - 1 3/4" HM PNT EXIST HM PNT

105 D1 7' - 0" 8' - 0" 0' - 1 3/4" HM PNT EXIST HM PNT

106 D1 7' - 0" 3' - 0" 0' - 1 3/4" HM PNT EXIST HM PNT

107 D1 7' - 0" 6' - 0" 0' - 1 3/4" HM PNT EXIST HM PNT

109A D1 7' - 0" 3' - 0" 0' - 1 3/4" HM PNT EXIST HM PNT

109B D1 7' - 0" 3' - 0" 0' - 1 3/4" HM PNT EXIST HM PNTD2

101C 101D

D1 D1

7' - 0" 7' - 0" 3' - 0"

3' - 0" 0' - 1 3/4" 0' - 1 3/4"

HM PNT EXIST HM PNT

HM PNT HM PNTEXIST

(2) 3' - 0"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

F.4

2.1 2.6 2.8 3.9

A.8

B.6

B.7

C.4

D.7

E.8

5.3

D.2

A200

A2004

A200

A200 3

PTR

PTR PTR

PTR

EXISTING PIPE THROUGH ROOF

SEALANT BEAD BETWEEN PIPE & FLASHING

PREFORMED PENETRATION FLASHING

EXISTING OPENING IN ROOF DECK

WATER TIGHT SHEET METAL RAIN COLLAR

WITH STAINLESS STEEL DRAWBAND

GASKETED FASTENERS. SECURE

FLASHING COLLAR FLANGE TO ROOFING

PANEL AND NOT TO DECK SO AS NOT TO

FIX PANEL AT PENETRATION

EXISTING METAL

ROOFING PANEL

STAINLESS STEEL DRAWBAND

SET SECUREMENT RING IN

CONTINUOUS BEAD OF SEALANT

A D

M AN

COM

IT Y

B I L

GLICK/BOEHM

CHARLESTON

NO. B-80006 TCETIHCRADERETSIGE

TH CAROLINAST

E OF SOU

& ASSOCIATES, INC.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

GIN

RIN

R M

C E

C K, B

N D

O C

U M

E W

BAIR AS

I N62 8T H

C H

N A

, S

LIT

O F T

F T

LIT

M AN

COM

IT Y

B I L

6 Y

N, SC

-56

6-0

INE

ING

.CO

A/E SEALCOA SEAL

XXX

DKFX 1052062

D S G N

B Y

D A

D R W N

B Y

D A

C H K

B Y

D A

T B A S E

C H A R

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

LIT

F T

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

R E V

N S

R E V

D E S C R

O N

P R E P

B Y

D A

A P P R 'D

XXX

JD DR SM

6/8 /20

A130

6/8 /20

6/8

/20

0 32 48 6416

GRAPHIC SCALEPROJ. TRUE

SCALE: 1/16" = 1'-0"A130

1 ROOF PLAN

ROOFING NOTES

1 REPLACE NINE PIPE THRU ROOF (PTR) FLASHINGS. FIVE OVER MECHANICAL

ROOM, ONE OVER BATHROOM AND THREE OVER AIRCRAFT HANGER.

REFER TO 2/A130. LOCATIONS ON ROOF PLAN ARE APPROXIMATE.

SCALE: 3" = 1'-0"A130

2 PIPE THRU ROOF

NEW CONSTRUCTION KEYNOTE?

CONTROL JOINT

SLOPE ARROW / TRIANGLE (RISE / RUN)

12"

WINDOW MARK

DOOR MARK101

NEW TRANSLUCENT PANELS

NEW LOUVER, REFER TO MECHANICAL DWGS.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 162.1 2.6 2.8 3.9 5.3

8.198.198.198.19

12345678910111213141516 2.12.62.83.95.3

1.311.311.31

8.198.19

A B C D E F F.4 G HA.8 B.6 B.7 C.4 D.7 E.8D.2

1.311.31

ABCDEFF.4GH A.8B.6B.7C.4D.7E.8 D.2

1.311.31

8.19

A D

M AN

COM

IT Y

B I L

GLICK/BOEHM

CHARLESTON

NO. B-80006 TCETIHCRADERETSIGE

TH CAROLINAST

E OF SOU

& ASSOCIATES, INC.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

GIN

RIN

R M

C E

C K, B

N D

O C

U M

E W

BAIR AS

I N62 8T H

C H

N A

, S

LIT

O F T

F T

LIT

M AN

COM

IT Y

B I L

6 Y

N, SC

-56

6-0

INE

ING

.CO

A/E SEALCOA SEAL

XXX

DKFX 1052062

D S G N

B Y

D A

D R W N

B Y

D A

C H K

B Y

D A

T B A S E

C H A R

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

LIT

F T

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

R E V

N S

R E V

D E S C R

O N

P R E P

B Y

D A

A P P R 'D

XXX

JD DR SM

6/8 /20

A200

6/8 /20

6/8

/20

0 32 48 6416

GRAPHIC SCALE

SCALE: 1/16" = 1'-0"A200

1 SOUTH ELEVATION

SCALE: 1/16" = 1'-0"A200

2 NORTH ELEVATION

SCALE: 1/16" = 1'-0"A200

3 WEST ELEVATION

SCALE: 1/16" = 1'-0"A200

4 EAST ELEVATION

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

1.31 NEW TRANSLUCENT PANELS. SEE 1/A520.

8.19 LOUVER, SEE 2/A520, RE: MECHANICAL DRAWINGS AND STRUCTURAL

DWGS

GENERAL NOTES

1 PRESSURE WASH ALL EXTERIOR WALLS ENTIRE BUILDING. USE

PHOSPHATE FREE SOAPS AND DILUTE TO MANUFACTURER'S

SPECIFICATIONS. PAINT SOLIDS/LOOSE DEBRIS GENERATED FROM

PRESSURE WASHING, INCLUDING WASH WATER RUNOFF, SHOULD NOT

BE ALLOWED TO REACH NEARBY STORM WATER CONVEYANCE

STRUCTURES; DISPOSE OF COLLECTED DEBRIS AS SOLID WASTE.

DEBRIS AND WASH WATER RUNOFF CAN BE CONTROLLED USING ITEMS

SUCH AS TARPS AND STRAW WATTLES. CONTROL WASH WATER

RUNOFF AND COLLECT DEBRIS THAT MAY ACCUMULATE IN THE WASH

WATER. NO CHEMICALS SHALL BE USED IN THE WASH WATER.

COMPLETE A CLEANING TEST AREA FOR BRICK (100 S.F.) AND METAL

PANELS (100 S.F). LOCATION TO BE DIRECTED BY JBC.

IF CHEMICAL CLEANERS ARE USED IN THE WASH WATER, THEN ALL

WASH WATER RUNOFF WILL NEED TO BE COLLECTED AND DISPOSED IN

THE SANITARY SEWER. PROVIDE AN SDS OF ANY WASHING CHEMICALS

TO BE USED. APPROVAL FOR DISPOSAL WILL BE NEEDED PRIOR TO A

DISCHARGE INTO THE SANITARY SEWER SYSTEM (POC: EARLE FOLGER,

843-963-1439).

2 ALL EXTERIOR COLORS SHALL BE APPROVED BY THE BASE

ARCHITECTURAL REVIEW BOARD. ITEMS INCLUDE, OVERHEAD DOOR

PAINT, DOORS/FRAME PAINT, SEALANTS, FLASHINGS, ETC.

FD FD

2 3

F.4

2.1 2.6 2.8

E.8

OFFICE

WOMEN

MEN

A410 13

A410 46

CORRIDOR

109A

102A 102B

109B

103 104

A410

2.03 2.03

GB1

GB2 GB3

TTD

PTDSDW

GB1

GB2

TTDGB3SD

SND

SDW

PTD

8.18

10.03

10.0810.08

10.08

8.30

8.31

A410

LEGEND & SYMBOLS

NEW 5/8" GYPSUM BOARD CEILING

2' x 4' LIGHT FIXTURE

REFER TO ELECTRICAL DRAWINGS

RECESSED CAN LIGHT FIXTURE

REFER TO ELECTRICAL DRAWINGS

SUPPLY AIR TERMINAL

REFER TO MECHANICAL DRAWINGS

RETURN AIR TERMINAL

REFER TO MECHANICAL DRAWINGS

NEW CONSTRUCTION KEYNOTE?

A D

M AN

COM

IT Y

B I L

GLICK/BOEHM

CHARLESTON

NO. B-80006 TCETIHCRADERETSIGE

TH CAROLINAST

E OF SOU

& ASSOCIATES, INC.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

GIN

RIN

R M

C E

C K, B

N D

O C

U M

E W

BAIR AS

I N62 8T H

C H

N A

, S

LIT

O F T

F T

LIT

M AN

COM

IT Y

B I L

6 Y

N, SC

-56

6-0

INE

ING

.CO

A/E SEALCOA SEAL

XXX

DKFX 1052062

D S G N

B Y

D A

D R W N

B Y

D A

C H K

B Y

D A

T B A S E

C H A R

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

LIT

F T

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

R E V

N S

R E V

D E S C R

O N

P R E P

B Y

D A

A P P R 'D

XXX

JD DR SM

6/8 /20

A400

6/8 /20

6/8

/20

0 4 6 82

GRAPHIC SCALE

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

2.03 CLEAN FLOOR TILE IN ENTIRE ROOM. REFER TO TILE CLEANING NOTES

8.18 8" x 8" ACCESS PANEL

8.30 INFILL THRU WALL UNIT OPENING WITH CMU, METAL STUD FURRING &

5/8" GYPSUM BOARD AND EXTERIOR BRICK VENEER TO MATCH

EXISTING

8.31 NEW COILING COUNTER FIRE SHUTTER

10.03 METAL LOCKERS

10.08 TOILET PARTITION

PROJ. TRUE

SCALE: 1/2" = 1'-0"A400

1 ENLARGED PLAN - RESTROOMS & OFFICE

TILE CLEANING NOTES

GENERAL

1 CLEAN A TEST AREA PRIOR TO CLEANING THE ENTIRE AREA TO CONFIRM

COMPATABILITY OF SOLVANTS, CLEANERS AND THE EXISTING SURFACES

2 USE CLEANING PRODUCT FILA PS87 HEAVY DUTY CLEANER, OR EQUAL.

CLEANING PROCEEDURE

1 SWEEP OR VACUUM THE FLOOR OF DIRT AND OTHER FOREIGN MATERIAL

2 EMPLOY A HEAVY (75 TO 90 LB HEAD WEIGHT) SWING TYPE FLOOR

SCRUBBER.

3 EQUIP THE UNIT WITH A HEAVY DUTY NYLON PAD OR BRUSH

4 USE RECOMMENDED CLEANING SOLUTION IN CONJUNCTION WITH THE

FLOOR MACHINE.

5 MAKE NOTE OF AREAS WHERE SIGNIFICANT GROUT RESIDUE IS VISIBLE.

6 WORK THE FLOOR IN SMALLER MORE MANAGEABLE SECTIONS.

7 ALLOW THE CLEANING SOLUTION ADEQUATE DWELL (10-15 MINUTES) TIME

PRIOR TO FLOOR SCRUBBING ACTIVITY.

8 USING THE FLOOR CLEANING EQUIPMENT, THROUGHLY SCRUB THE

SECTION, REPEAT OF THIS PROCESS MAY BE NECESSARY

9 FOLLOW PROMPTLY WITH THE REMOVAL OF THE DIRTY SLURRY THROUGH

THE USE OF A WET VACCUM. DO NOT MOP AS THIS WILL ONLY SERVE TO

REDISTRIBUTE THE DIRTY SLURRY ON THE FLOOR.

10 THE CLEANED SECTION SHOULD NOW BE THOROUGHLY RINSED AND

REVACUUMED POSSIBLY TWICE TO INSURE ALL DIRTY SLURRY AND

CLEANING RESIDUE HAS BEEN REMOVED.

11 DRY BUFF THE FINISHED FLOOR TO A DRY UNIFORM FINISH. USING THE

FLOOR SCRUBBER WITH A SOFT WHITE PAD OR FLEECE PAD.

TOILET ACCESSORIES SCHEDULE

MARK DESCRIPTION ITEM NO. COMMENTS

GB1 42" STAINLESS STEEL GRAB BARS WITH

SNAP FLANGE (1 1/4" DIA.)

A5109

GB2 36" STAINLESS STEEL GRAB BARS WITH

SNAP FLANGE (1 1/4" DIA.)

A5109

GB3 18" STAINLESS STEEL GRAB BARS WITH

SNAP FLANGE (1 1/4" DIA.)

A5109

MG GLASS MIRROR WITH STAINLESS STEEL

FRAME

A5207

PTD SURFACE MOUNTED PAPER TOWEL

DISPENSER

A5080

SD SANITARY NAPKIN DISPENSER -- EXISTING TO REMAIN

SDW SURFACE MOUNTED SOAP DISPENSER A5175

SND SANITARY NAPKIN DISPOSAL A5090

TTD TOILET TISSUE DISPENSER A5200

SCALE: 1/4" = 1'-0"A400

2 ENLARGED RCP - RESTROOMS & OFFICE

1'- 0"

6'- 0"

10.08

10.03

3'- 4"

2'- 7"

6'- 0"

SDW

PTD

10.03

1'- 6"

3'- 0"

2'- 0"

3'-6"

1'- 0"

3'- 6"

1'- 5"

3'-6" 1'-6"

2'- 7"3'-

GB3

GB2

TTDGB1

PTD

SDW

1'- 0"2'-

1'- 4 1

/2"

3'- 0" 3'-

2'-4"

6'- 0"

1'-6" 3'-6" 1'-8"

3'-6"

2'- 7"

SDW

PTD

GB2

TTD

GB1

GB3

MG10.08

8.18

10.03

3'- 4"

PTD

4'-4 3/4" 8" 10'-2 1/2"

1'- 0"

10.08

SND

GB2

3'-3"

1'- 6"

4" 3'-

3'-0" 1'-0"

TTDSND

GB3

GB2

GB1

2'- 0"

3'-3"

3'-0"1'-0"

1'- 6"

4" 3'-

GB3

GB2

GB1

TTD

NEW COILING COUNTER

FIRE SHUTTER

NEW TRACK (BEYOND)

EXISTING WINDOW,

4' X 3' +/- FIELD

VERIFY

EXISTING SILL

EXISTING CMU WALL

A D

M AN

COM

IT Y

B I L

GLICK/BOEHM

CHARLESTON

NO. B-80006 TCETIHCRADERETSIGE

TH CAROLINAST

E OF SOU

& ASSOCIATES, INC.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

GIN

RIN

R M

C E

C K, B

N D

O C

U M

E W

BAIR AS

I N62 8T H

C H

N A

, S

LIT

O F T

F T

LIT

M AN

COM

IT Y

B I L

6 Y

N, SC

-56

6-0

INE

ING

.CO

A/E SEALCOA SEAL

XXX

DKFX 1052062

D S G N

B Y

D A

D R W N

B Y

D A

C H K

B Y

D A

T B A S E

C H A R

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

LIT

F T

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

R E V

N S

R E V

D E S C R

O N

P R E P

B Y

D A

A P P R 'D

XXX

JD DR SM

6/8 /20

A410

6/8 /20

6/8

/20

0 4 6 82

GRAPHIC SCALE

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

8.18 8" x 8" ACCESS PANEL

10.03 METAL LOCKERS

10.08 TOILET PARTITION

INTERIOR ELEVATION NOTES

1 ALL DIMENSIONS ON INTERIOR SHEETS ARE FROM FACE OF FINISH TO

FACE OF FINISH, U.O.N.

2 CONTRACTOR TO COORDINATE LOCATIONS OF ADDITIONAL PENETRATIONS

THROUGH WALLS AND FLOORS NOT INDICATED ON ARCHITECTURAL

DRAWINGS. RE: MECHANICAL, PLUMBING AND ELECTRICAL.

SCALE: 1/2" = 1'-0"A410

1 INT. ELEV. - MEN (104) EAST

SCALE: 1/2" = 1'-0"A410

2 INT. ELEV. - MEN (104) SOUTH

SCALE: 1/2" = 1'-0"A410

3 INT. ELEV. - MEN (104) WEST

SCALE: 1/2" = 1'-0"A410

4 INT. ELEV. - WOMEN (103) EAST

SCALE: 1/2" = 1'-0"A410

5 INT. ELEV. - WOMEN (103) SOUTH

SCALE: 1/2" = 1'-0"A410

6 INT. ELEV. - WOMEN (103) WEST

SCALE: 1/2" = 1'-0"A410

7 INT. ELEV. - WOMEN (103) NORTH

SCALE: 1/2" = 1'-0"A410

8 INT. ELEV. - MEN (104) NORTH

TOILET ACCESSORIES SCHEDULE

MARK DESCRIPTION ITEM NO. COMMENTS

GB1 42" STAINLESS STEEL GRAB BARS WITH

SNAP FLANGE (1 1/4" DIA.)

A5109

GB2 36" STAINLESS STEEL GRAB BARS WITH

SNAP FLANGE (1 1/4" DIA.)

A5109

GB3 18" STAINLESS STEEL GRAB BARS WITH

SNAP FLANGE (1 1/4" DIA.)

A5109

MG GLASS MIRROR WITH STAINLESS STEEL

FRAME

A5207

PTD SURFACE MOUNTED PAPER TOWEL

DISPENSER

A5080

SD SANITARY NAPKIN DISPENSER -- EXISTING TO REMAIN

SDW SURFACE MOUNTED SOAP DISPENSER A5175

SND SANITARY NAPKIN DISPOSAL A5090

TTD TOILET TISSUE DISPENSER A5200

SCALE: 3/4" = 1'-0"A410

9 FIRE SHUTTER

2 2

3 3 3

A D

M AN

COM

IT Y

B I L

GLICK/BOEHM

CHARLESTON

NO. B-80006 TCETIHCRADERETSIGE

TH CAROLINAST

E OF SOU

& ASSOCIATES, INC.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

GIN

RIN

R M

C E

C K, B

N D

O C

U M

E W

BAIR AS

I N62 8T H

C H

N A

, S

LIT

O F T

F T

LIT

M AN

COM

IT Y

B I L

6 Y

N, SC

-56

6-0

INE

ING

.CO

A/E SEALCOA SEAL

XXX

DKFX 1052062

D S G N

B Y

D A

D R W N

B Y

D A

C H K

B Y

D A

T B A S E

C H A R

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

LIT

F T

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

R E V

N S

R E V

D E S C R

O N

P R E P

B Y

D A

A P P R 'D

XXX

JD DR SM

6/8 /20

A413

6/8 /20

6/8

/20

SCALE: 3/8" = 1'-0"A413

1 INTERIOR VIEW 1

SCALE: 3/8" = 1'-0"A413

2 INTERIOR VIEW 2

KEYNOTES:

PREPARE EXISTING STRUCTURAL STEEL FOR NEW PAINT AND APPLY

NEW PAINT IN ENTIRE HANGAR AREA. SEE SPEC. SECTION 09 97 13.00 40

2 PREPARE EXISTING CMU WALL FOR NEW PAINT AND APPLY NEW PAINT

IN ENTIRE HANGAR AREA

3 CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER FOR

REMOVAL OF FLAGS & BANNERS BY GOVERNMENT

A D

M AN

COM

IT Y

B I L

GLICK/BOEHM

CHARLESTON

NO. B-80006 TCETIHCRADERETSIGE

TH CAROLINAST

E OF SOU

& ASSOCIATES, INC.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

GIN

RIN

R M

C E

C K, B

N D

O C

U M

E W

BAIR AS

I N62 8T H

C H

N A

, S

LIT

O F T

F T

LIT

M AN

COM

IT Y

B I L

6 Y

N, SC

-56

6-0

INE

ING

.CO

A/E SEALCOA SEAL

XXX

DKFX 1052062

D S G N

B Y

D A

D R W N

B Y

D A

C H K

B Y

D A

T B A S E

C H A R

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

LIT

F T

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

R E V

N S

R E V

D E S C R

O N

P R E P

B Y

D A

A P P R 'D

XXX

JD DR SM

6/8 /20

A414

6/8 /20

6/8

/20

SCALE: 3/8" = 1'-0"A414

3 INTERIOR VIEW 3

SCALE: 3/8" = 1'-0"A414

4 INTERIOR VIEW 4

KEYNOTES:

PREPARE EXISTING STRUCTURAL STEEL FOR NEW PAINT AND APPLY

NEW PAINT IN ENTIRE HANGAR AREA. SEE SPEC. SECTION 09 97 13.00 40.

2 PREPARE EXISTING CMU WALL FOR NEW PAINT AND APPLY NEW PAINT

IN ENTIRE HANGAR AREA

33 3

A D

M AN

COM

IT Y

B I L

GLICK/BOEHM

CHARLESTON

NO. B-80006 TCETIHCRADERETSIGE

TH CAROLINAST

E OF SOU

& ASSOCIATES, INC.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

GIN

RIN

R M

C E

C K, B

N D

O C

U M

E W

BAIR AS

I N62 8T H

C H

N A

, S

LIT

O F T

F T

LIT

M AN

COM

IT Y

B I L

6 Y

N, SC

-56

6-0

INE

ING

.CO

A/E SEALCOA SEAL

XXX

DKFX 1052062

D S G N

B Y

D A

D R W N

B Y

D A

C H K

B Y

D A

T B A S E

C H A R

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

LIT

F T

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

R E V

N S

R E V

D E S C R

O N

P R E P

B Y

D A

A P P R 'D

XXX

JD DR SM

6/8 /20

A415

6/8 /20

6/8

/20

SCALE: 3/8" = 1'-0"A415

5 INTERIOR VIEW 5

SCALE: 3/8" = 1'-0"A415

6 INTERIOR VIEW 6

KEYNOTES:

PREPARE EXISTING STRUCTURAL STEEL FOR NEW PAINT AND APPLY

NEW PAINT IN ENTIRE HANGAR AREA. SEE SPEC. SECTION 09 97 13.00 40.

2 PREPARE EXISTING CMU WALL FOR NEW PAINT AND APPLY NEW PAINT

IN ENTIRE HANGAR AREA

A D

M AN

COM

IT Y

B I L

GLICK/BOEHM

CHARLESTON

NO. B-80006 TCETIHCRADERETSIGE

TH CAROLINAST

E OF SOU

& ASSOCIATES, INC.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

GIN

RIN

R M

C E

C K, B

N D

O C

U M

E W

BAIR AS

I N62 8T H

C H

N A

, S

LIT

O F T

F T

LIT

M AN

COM

IT Y

B I L

6 Y

N, SC

-56

6-0

INE

ING

.CO

A/E SEALCOA SEAL

XXX

DKFX 1052062

D S G N

B Y

D A

D R W N

B Y

D A

C H K

B Y

D A

T B A S E

C H A R

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

LIT

F T

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

R E V

N S

R E V

D E S C R

O N

P R E P

B Y

D A

A P P R 'D

XXX

JD DR SM

6/8 /20

A416

6/8 /20

6/8

/20

SCALE: 3/8" = 1'-0"A416

7 INTERIOR VIEW 7

KEYNOTES:

PREPARE EXISTING STRUCTURAL STEEL FOR NEW PAINT AND APPLY

NEW PAINT IN ENTIRE HANGAR AREA. SEE SPEC. SECTION 09 97 13.00 40.

2 PREPARE EXISTING CMU WALL FOR NEW PAINT AND APPLY NEW PAINT

IN ENTIRE HANGAR AREA

EXIST. INSULATION

EXIST. PREFINISHED

METAL WALL PANEL

EXIST. PREFINISHED

WALL PANEL EDGE FORM

EXIST. PREFINISHED

SHEET METAL DRIP.

MATCH PANEL COLOR

SEALANT

EXIST. STEEL GIRT

INSULATED

TRANSLUCENT PANEL

EXIST. PREFINISHED METAL

LINER PANEL & TRIM

EXIST. PREFINISHED METAL

LINER PANEL & TRIM

INSULATED

TRANSLUCENT PANEL

SEALANT

PREFINISHED SHEET METAL

FLASHING. COLOR TO MATCH

WALL PANEL. TURN UP ENDS

@ JAMB 2"

EXIST. BATT INSULATION

EXIST. PREFINISHED

METAL WALL PANEL

EXIST. STEEL GIRT

6" 1"

METAL STUD BOX

BEAM; REFER TO

STRUCT. DWGS.

EXIST. PREFINISHED

METAL WALL PANEL

PREFINISHED WALL

PANEL EDGE FORM

PREFINISHED SHEET

METAL DRIP. MATCH

PANEL COLOR

SEALANT

LOUVER WITH BIRD

SCREEN - MATCH EXT.

PANEL COLOR

PREFINISHED METAL TRIM

AROUND OPENING

PREFINISHED METAL TRIM

AROUND OPENING

LOUVER WITH BIRD

SCREEN - MATCH EXT.

PANEL COLOR

SEALANT (CONT.)

PREFINISHED SHEET METAL

FLASHING. COLOR TO MATCH

WALL PANEL. TURN UP ENDS

@ JAMB 2"

EXIST. BATT INSULATION

EXIST. PREFINISHED

METAL WALL PANEL

CONT. ALUMN.

ANGLE

CONT. ALUMN.

ANGLE

EXISTING STEEL GIRT

A D

M AN

COM

IT Y

B I L

GLICK/BOEHM

CHARLESTON

NO. B-80006 TCETIHCRADERETSIGE

TH CAROLINAST

E OF SOU

& ASSOCIATES, INC.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

GIN

RIN

R M

C E

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N D

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BAIR AS

I N62 8T H

C H

N A

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LIT

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M AN

COM

IT Y

B I L

6 Y

N, SC

-56

6-0

INE

ING

.CO

A/E SEALCOA SEAL

XXX

DKFX 1052062

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RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

LIT

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RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

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XXX

JD DR SM

6/8 /20

A520

6/8 /20

6/8

/20

SCALE: 3" = 1'-0"A520

1 TRANSLUCENT PANEL

SCALE: 3" = 1'-0"A520

2 LOUVER

TCX TOP CHORD EXTENSION

EOR ENGINEER OF RECORD

OUT TO OUT

OUTSIDE DIAMETER

OUTSIDE FACE

ON CENTER

OPENING

PLATE

OPPOSITE

OPEN WEB

POWDER ACTUATED FASTENER

POUNDS PER LINEAL FOOT

RADIUS

REFERENCE

RIGHT

RADIUS POINT

ROOF TOP UNIT

REVISION

RETURN

REINFORCEMENT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PRESSURE TREATED

PROJECTION

O/O

OPNG

OPP

PLF

PAF

ADJ

AHU

AFF

ALUM

BUILDING

ARCH

APPD

BLDG

APPROX

ALT

APPROXIMATE

APPROVED

ALTERNATE

ALUMINUM

ADJACENT

BOTTOM OF

ARCHITECT

AIR HANDLING UNIT

ABOVE FINISHED FLOOR

ANCHOR BOLT

PSF

PSI

REF

RAD

REV

RET

RTU

BOTTOM

BEARING

BETWEEN

BLOCK

BRG

BOT

BRDG

BTWN

BLK

CLEAR

COLUMN

CHAM

CIRC

C/C

CLR

COL

CMU

CANT

BRIDGING

CANTILEVER

CONTROL JOINT

CIRCULAR

CHAMFER

CONCRETE MASONRY UNITS

CENTER TO CENTER

BEAMBM

PROJ

REINF

SLAB BOLSTER

STEP FOOTING

SPECIFICATIONS

SCHEDULE

SECTION

SIMILAR

SLEEVE ANCHOR

STEEL

STAINLESS STEEL

STANDARD

STIFFENERS

SPACING,ES

SQUARE

SHORT SLOTTED HOLES

TOP OF

SYMMETRICAL

TOP AND BOTTOM

TIE BEAM

TIE COLUMN

TYPICAL

TUBE STEEL

TRANSVERSE

TEMPORARY

UNLESS NOTED OTHERWISE

SIM

SPEC

SF-

SECT

SSL

STIFF

STL

STD

CONST

CONN

CONC

CTRD

COORD

CONTR

CONT

DOUBLE

DEPTH

DETAIL

DBL

DIA

DIM

DIAG

DET

CONSTRUCTION

COORDINATE

CONTINUOUS

CONTRACTOR

CENTERED

DIMENSION

DIAGONAL

DIAMETER

CONNECTION

CONCRETE

SYMM

T&B

TYP

TRAN

UNO

TEMP

EACH

EAST

DWGS

EQUAL

ELEV

EMBED

ENGR

EQUIP

DRAWINGS

EXPANSION BOLT

EACH FACE

EMBEDMENT

EQUIPMENT

ELEVATOR

ENGINEER

ELEVATION

EXPANSION JOINT

DEAD LOADDL

SCHED

WEST

WITH

WITHOUT

VERTICAL

WEIGHT

WORK POINT

WELDED WIRE MESH

VERT

W/O

WWM

EXISTING

EXP

EXT

EXIST

FINISH

FLOOR

FEET

FOOTING

FRAMING

FLR

FIN

FTG

FRMG

FDN

EXTERIOR

EXPANSION

FILLED CELL

EACH WAY

FOUNDATION

FINISHED FLOOR

EACH SIDE

GAUGE

GALV

HORIZ

HEIGHT

INCH

HSB

HSA

HORIZONTAL

GALVANIZED

INSIDE DIAMETER

INSIDE FACE

HIGH STRENGTH BOLT

HEADED STUD ANCHOR

FIELD VERIFY

EQUIVALENTEQUIV

SOUTHS

INTERIOR

LONG

POUND

INCL

INT

LIGHT

LLV

LLH

LONG

LTWT

LSL

LLBB

INCLUDE, ING

LIVE LOAD

LIGHTWEIGHT

LONGITUDINAL

LONG LEG BACK TO BACK

LONG SLOTTED HOLES

LONG LEG VERTICAL

LONG LEG HORIZONTAL

MINIMUM

MIDDLE

MAX

MAS

MECH

MID

MIN

MFR

MEZZ

NOMINAL

NUMBER

NORTH

MISC

NOM

NIC

MANUFACTURER

MEZZANINE

MECHANICAL

MAXIMUM

MASONRY

MASONRY JOINT

MISCELLANEOUS

NOT IN CONTRACT

MASONRY OPENING

NTS

NOT TO SCALE

NEAR SIDE

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

ABBREVIATIONS:

JOIST BEARING ELEVATIONJBE

DECK BEARING ELEVATIONDBE

GENERAL NOTES

1. STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ENTIRE SET OF PROJECT DRAWINGS, PROJECT MANUAL, AND ALL SHOP DRAWING SUBMITTALS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND COORDINATING DIMENSIONS, CLEARANCES AND

ALL OTHER COORDINATION ISSUES WITH OTHER TRADES.

3. IN CASE OF CONFLICT BETWEEN VARIOUS STRUCTURAL DRAWINGS, STRUCTURAL PLANS, OR STRUCTURAL

DETAILS THE MORE STRINGENT SHALL GOVERN AND SHALL BE INCORPORATED AT NO ADDITIONAL COST TO

THE GOVERNMENT.

4. IN CASE OF CONFLICT BETWEEN DRAWINGS, DRAWING NOTES, AND SPECIFICATIONS THE MORE STRINGENT

SHALL GOVERN AND SHALL BE INCORPORATED AT NO ADDITIONAL COST TO THE GOVERNMENT.

5. WORK NOT INDICATED ON THE DRAWINGS, BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT

CORRESPONDING PLACES SHALL BE REPEATED.

6. ALL NOTES, DETAILS AND SECTIONS ARE INTENDED TO BE TYPICAL FOR THE GENERAL CONDITIONS INDICATED OR REFERENCED. ALL NOTES, DETAILS AND SECTIONS SHALL APPLY TO ANY SIMILAR SITUATION THROUGHOUT THE ENTIRE PROJECT UNLESS A SEPARATE NOTE, DETAIL OR SECTION IS PROVIDED.

7. REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH WORK.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING AND IN PLACE WORK OR UTILITIES DURING

CONSTRUCTION

9. COORDINATE STRUCTURAL DRAWINGS WITH OTHER CONTRACT DRAWINGS, SPECIFICATIONS, OR SHOP

DRAWINGS WHICH MAY AFFECT THE STRUCTURAL WORK.

10. USE OF REPRODUCED CONTRACT DRAWINGS IN PART OR WHOLE FOR THE PURPOSE OF SHOP DRAWING PREPARATION SHALL NOT RELIEVE THE CONTRACTOR OR SUBCONTRACTOR FROM THE REQUIREMENT TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE.

11. ALL SUBMITTALS SHALL BE REVIEWED BY THE SUBCONTRACTOR AND CONTRACTOR FOR CONFORMANCE TO THE CONTRACT DOCUMENTS, FOR COMPLETENESS, AND TO RESPOND TO CONTRACTOR COORDINATION RELATED QUESTIONS PRIOR TO SUBMITTING FOR APPROVAL. ALL SHEETS SHALL BE STAMPED AND INITIALED BY THE CONTRACTOR INDICATING SUCH A REVIEW HAS BEEN COMPLETED PRIOR TO ISSUING

SUBMITTAL FOR APPROVAL.

12. CONTRACTOR SHALL MAKE NO DEVIATIONS FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN

APPROVAL.

13. ALL ELEVATIONS INDICATED IN STRUCTURAL DRAWINGS ARE IN REFERENCE TO A GROUND FLOOR FINISHED SLAB ELEVATION OF 0'-0" UNLESS NOTED OTHERWISE. SEE CIVIL FOR GROUND FLOOR FINISHED SLAB

ELEVATION.

CAST-IN-PLACE CONCRETE

1. ALL CAST-IN-PLACE CONCRETE SHALL CONFORM TO SPECIFICATION SECTION 030100-"REHABILITATION OF

CONCRETE"

2. LAP ALL WWM/WWR ONE MESH SPACING PLUS A 2" OFFSET AND SECURELY ANCHOR

3. ALL CONTINUOUS REINFORCEMENT SHALL BE LAPPED PER SCHEDULES AND DETAILS

4. REINFORCEMENT SHALL BE SECURELY ANCHORED IN POSITION. THE CONTRACTOR SHALL PROVIDE ADDITIONAL

BARS, STANDEES, OR STIRRUPS TO ANCHOR BARS IN THE PROPER POSITION

5. THE DESIGN AND CONSTRUCTION OF FORMS AND SHORES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

6. QUALIFIED WORKMEN SHALL CONSTANTLY OBSERVE AND ADJUST FORMS AND SHORES AS REQUIRED DURING

CONCRETE PLACEMENT.

7. ALL SHORING SHALL REMAIN IN PLACE UNTIL THE SUPPORTED CONCRETE HAS ATTAINED 75% OF THE REQUIRED

28 DAY COMPRESSIVE STRENGTH.

8. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC AS

REQUIRED FOR ALL TRADES BEFORE CONCRETE IS POURED. THESE ITEMS SHALL BE INSTALLED AND VERIFIED BY

THE CONTRACTOR.

9. SEE PLUMBING DRAWINGS FOR FLOOR DRAINS

10. FOR CONCRETE PADS SEE ARCHITECTURAL AND MECHANICAL DRAWINGS

11. FOR EXTERIOR SIDEWALKS AND CURBS SEE CIVIL DRAWINGS

12. FOR WATERPROOFING REQUIREMENTS SEE ARCHITECTURAL DRAWINGS

13. DOWELS SHALL MATCH WALL REINFORCING UNLESS NOTED OTHERWISE.

14. ALL INTERIOR SLABS SHALL HAVE A STEEL TROWELED FINISH UNLESS NOTED OTHERWISE. COORDINATE SLAB

FINISH FOR AREAS WITH SPECIALTY FLOOR COVERINGS WITH SPECIFICATIONS AND FINISH SCHEDULE.

15. ALL REINFORCING STEEL SHALL BE DETAILED FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318-14 AND

ACI SP-066 2004.

16. PROVIDE THE FOLLOWING CONCRETE CLEAR COVER OVER REINFORCING (UNO):

A. FOOTINGS, GRADE BEAMS, TIE BEAMS AND PILE CAPS: 3"

B. INTERIOR BEAMS AND COLUMNS: 1"

C. EXTERIOR BEAMS AND COLUMNS: 2"

D. PEDESTALS: 2"

E. STRUCTURAL SLABS ON GRADE:

a. 3" BOTTOM

b. 3/4" TOP @ INTERIOR SPACES

c. 1 1/2" TOP AT EXTERIOR SPACES

F. INTERIOR FORMED ELEVATED SLABS: 3/4" BOTTOM, 3/4" TOP

G. EXTERIOR FORMED ELEVATED SLABS: 1 1/2" BOTTOM, 1 1/2" TOP

H. SLABS ON DECK: WWM CENTERED IN COVER OVER DECK FLUTES

I. SLABS ON GRADE: WWM IN TOP 1/3, REINFORCING STEEL CENTERED

J. CONCRETE WALLS: 1 3/4" UNO

17. REINFORCEMENT SHALL NOT BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS EMBEDS OR OTHER

ITEMS.

18. AT CHANGES OF DIRECTION IN CONTINUOUS CONCRETE ELEMENTS PROVIDE CORNER BARS OF SAME SIZE AND

SPACING OF HORIZONTAL REINFORCING.

19. PLACE CONCRETE PER ACI 318-14. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM

FREE FALL HEIGHT TO 6'-0" AND TAKE PRECAUTIONS TO AVOID CONCRETE SEGREGATION.

20. FIELD TESTING AND INSPECTION OF CONCRETE MATERIALS AND CONCRETE INSTALLATION SHALL BE COMPLETED BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE CONTRACTOR, AND SHALL BE IN

ACCORDANCE WITH THE SCHEDULE OF SPECIAL INSPECTIONS.

COLD-FORMED STEEL FRAMING

1. ALL PRESCRIPTIVE BASED COLD-FORMED STEEL FRAMING SHALL CONFORM TO SPECIFICATION SECTION

054000-" COLD-FORMED STEEL FRAMING".

2. THE USE OF THE TERM LIGHT GAUGE SHALL BE EQUIVALENT TO COLD-FORMED

3. WHERE NOT SPECIFICALLY INDICATED ALL FASTENERS SHALL BE MINIMUM OF #10 SELF DRILLING SCREWS.

4. ALL FASTENERS UNDER SHEATHING SHALL HAVE LOW PROFILE HEADS

5. ALL MECHANICAL FASTENERS SHALL HAVE A MINIMUM SPACING AND EDGE DISTANCE OF THREE FASTENER

DIAMETERS

6. ALL MECHANICAL FASTENERS SHALL EXTEND THROUGH CONNECTED MEMBERS BY A MINIMUM OF THREE

THREADS

7. FRAMER SHALL ENSURE PUNCHOUT ALIGNMENT WHEN USING COLD ROLLED CHANNEL BRIDGING

8. FIELD TESTING AND INSPECTION OF COLD FORMED STEEL FRAMING AND ASSOCIATED INSTALLATION SHALL

BE COMPLETED BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE CONTRACTOR, AND SHALL

BE IN ACCORDANCE WITH THE SCHEDULE OF SPECIAL INSPECTIONS.

9. DESIGN PERFORMED IN GENERAL ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI)

SPECIFICATIONS

1. FOUNDATION DESIGN VALUES:

ALLOWABLE BEARING CAPACITY= NA

2. GRAVITY LOAD DESIGN VALUES: IBC-2018 / ASCE 7-16

FLOOR LIVE LOADS:

ROOF LIVE LOADS:

FLAT ROOF NA

GROUND SNOW LOADS:

SNOW NA

RAIN LOAD DESIGN VALUES: IBC 2018/ASCE 7-16

60 MIN. DURATION/100 YEAR MEAN RECURRANCE:

INTENSITY (i) =NA

DEAD LOADS:

ACTUAL MATERIAL WEIGHTS PER ASCE 7-16, SEE

ARCHITECTURAL DRAWINGS FOR ROOF, WALL, AND FLOOR

CONSTRUCTION

3. SEISMIC DESIGN VALUES: IBC-2018 / ASCE 7-16

Ss = 1.872 S1 =0.547 Sds =1.497g Sd1 =0.547g

SITE CLASS: "D" (DEFAULT)

BUILDING RISK CATEGORY: "II"

IMPORTANCE FACTOR: Ie = 1.0

SEISMIC DESIGN CATEGORY: "D"

ANALYSIS PROCEDURE: NA

SEISMIC FORCE RESISTING SYSTEM:

-EXISTING STRUCTURE

Cs = NA

BASE SHEAR = NA

ALLOWABLE INTERSTORY DRIFT: NA

4. WIND LOAD DESIGN VALUES: IBC-2018 / ASCE 7-16

V = 143 mph (3-sec gust)

BUILDING RISK CATEGORY: "II"

IMPORTANCE FACTOR: I = 1.0

EXPOSURE CATEGORY: "C"

ENCLOSURE CLASSIFICATION: ENCLOSED

WIND DIRECTIONALITY FACTOR: Kd = 0.85 TOPOGRAPHIC FACTOR: Kzt = 1.0 VELOCITY EXPOSURE COEFFICIENT: Kz = 1.04 VELOCITY PRESSURE: q = 46.3 psf

INTERNAL PRESSURE COEFFICIENT: GCpi = +/- 0.18

ALLOWABLE INTERSTORY DRIFT: NA

STRUCTURAL DESIGN CRITERIA

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ADC

NO. 00253

INC.

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DKFX 1052062

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DRAWING SIZE:

PROJECT NO.

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C O

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A N

D D

E P

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ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

D E

P A

E N

T O

E A

O R

C E

M O

C O

M M

A N

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

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SHEET OF XXX

S001

• PROVIDE CONCRETE SPALL REPAIR FOR APPROXIMATELY 60

LINEAR FEET OF SPALLING AT EXISTING CONTROL JOINT

LOCATIONS IN ACCORDANCE WITH SPEC 030100.

• PROVIDE CRACK REPAIR USING POURABLE EPOXY FILLER IN

APPROXIMATELY 320 LINEAR FEET OF CRACKING IN

ACCORDANCE WITH SPEC 030100.

• REMOVE EXISTING CONTROL JOINT SEALANT AND REPLACE IN

ALL FLOOR CONTROL JOINTS PER ARCHITCTURAL DETAILS.

REPAIR GENERAL NOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

F.4

2.1 2.6 2.8 3.9

A.8

B.6

B.7

C.4

D.7

E.8

5.3

D.2

C.J.

C .J

. C .J

C .J

.C .J

C .J

C .J.

C .J.C

C .J

SPALL 12x4

TYP

• NEW HEATERS TO BE SUSPENDED FROM ROOF JOISTS PANEL POINT; ATTACH

TO EACH JOIST.

• ALL CONNECTIONS TO JOIST CHORDS TO BE CONCENTRIC (CONNECTED TO

BOTH SIDES OF JOIST CHORD).

• EQUIPMENT LOADS LESS THAN OR EQUAL TO 100# MAY BE ATTACHED AT ANY

POINT OF JOIST TOP OR BOTTOM CHORD. LOADS GREATER THAN 100# NOT AT

PANEL POINTS REQUIRE JOIST STRUT PER TYPICAL DETAIL.

• ATTACHMENTS TO JOISTS TO BE SPACED MIN. (1) PANEL POINT APART.

• SEISMIC BRACING OF SUSPENDED MEP EQUIPMENT PER MANUF./DESIGNER.

• SEE MEP DWGS FOR FAN SUPPORT NOTES.

SUSPENDED EQUIPMENT GENERAL NOTES

• SEE TYPICAL DETAIL ON S701 FOR LINTEL DETAIL @ CMU

PENETRATIONS.

GENERAL NOTES

No. 11950J E

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NENGINEERING

ADC

NO. 00253

INC.

S O

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C A R O L

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P M

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DRAWING SIZE:

PROJECT NO.

M O

C O

M M

A N

D D

E P

A R

N T

O F

F O

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RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

D E

P A

E N

T O

E A

O R

C E

M O

C O

M M

A N

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

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SHEET OF XXX

S101

1/16" = 1'-0"1 FLOOR PLAN

KEYED NOTES (THIS SHEET ONLY)

101 4" CONCRETE PAD TO BE REMOVED; REMOVE EXISTING RAISED

CONCRETE PADS BY SAW CUTTING AND GRINDING TO SMOOTH

SURFACE, THEN APPLY EPOXY FLOOR FINISH. BASE BID ON (3)

PADS EACH 20 SF BY 4" THICK.

102 PROVIDE CONCRETE HOUSEKEEPING PAD AS REQUIRED AT

EQUIPMENT. MECHANICAL DESIGNER TO COORDINATE

EQUIPMENT SIZE W/ TYPICAL DETAIL REQUIREMENTS FOR PAD

SIZE. COORDINATE NUMBER OF PADS W/ MECHANICAL DWGS.

SEE ARCH. & MECH. DWGS FOR QUANTITY AND

LOCATION OF NEW LOUVERS TO BE INSTALLED

IN PERIMETER WALLS. LOUVER SUPPORT

FRAMING PER TYP. DETAIL ON S701.

LOUVERS MUST BE LOCATED IN BAYS WITHOUT

EXISTING STEEL BRACING; STEEL BRACING MAY

NOT BE ALTERED

EXIST. SLAB

COMPACTED SUBGRADE

MI. 4" THICK HOUSEKEEPING PAD

W/ #4 BARS @ 18" O.C. EACH WAY

#4 HOOKED DOWELS @ 18" O.C. MAX AROUND

PERIMETER OF HOUSEKEEPING PAD & 8'-0"

O.C. EACH WAY AT INT. OF PAD, DRILL &

EPOXY INTO SLAB BELOW AS SHOWN

NOTES:

1. PADS TO BE SIZED SUCH THAT EQUIPMENT

POST-INSTALLED ANCHORS ARE MIN. 4"

FROM EDGE OF CONCRETE.

2. EQUIPMENT ANCHORS TO HAVE NO MORE

THAN 2.5" EMBED INTO EXISTING SLAB.

NOTE:

1. LOUVER OPENINGS MUST BE LOCATED IN

LOCATIONS WITHOUT EXISTING STEEL BRACES;

STEEL BRACES *MAY NOT* BE CUT OR ALTERED

IN ANY WAY.

2. EXISTING CHANNEL GIRTS *MAY NOT* BE CUT.

3. INCREASE DEPTH OF FRAMING MEMBERS TO 10"

OR 12" IF REQUIRED TO MATCH GIRT DEPTH.

4. CONTRACTOR TO FIR OUT INSIDE OF FRAMING TO

MATCH GIRT DEPTHS AS REQUIRED.

5. CONTRACTOR TO REMOVE SUFFICIENT INTERIOR

PANEL TO COMPLETE INSTALLATION OF LOUVER

FRAMING & REPLACE W/ SAME OR SIMILAR PANEL

AFTER INSTALLATION.

6. EXTERIOR PANELS TO BE ATTACHED TO NEW

FRAMING W/ #12 SCREWS @ 6" O.C.

7. IF EXISTING SAG RODS INTERFERE WITH

OPENING, PROVIDE SAG RODS OF SAME SIZE AND

CONFIGURATION EACH SIDE OF OPENING W/IN 9"

OF VERTICAL FRAMING MEMBER.

8. FIELD VERIFY LOCATION, ELEVATION, SIZE, AND

ORIENTATION OF EXISTING GIRTS.

BOXED MEMBER

MIN. SIZE (2)- 800S162-54 W/

(2)-400T150-54 TRACKS; FASTEN TRACKS

TO STUDS W/ #10 @ 8" O.C. EACH SIDE;

MEMBERS MAY BE WIDER BUT OF SAME

GAUGE & CONFIGURATION TO MATCH

WALL THICKNESS; EXT. FACE OF

MEMBERS TO MATCH FACE OF GIRTS

EXIST. WIND GIRT

TSN AL800 W/ MIN. (4)- #12

SCREWS EACH LEG ON EACH

SIDE OF JAMB; TYP. ALL LIGHT

GAUGE TO STRUCTURAL STEEL

& LIGHT GAUGE TO LIGHT GAUGE

CONNECTIONS

OPENING FOR LOUVER

PER MECH. DWGS

TSN AL800 MAY BE REPLACED W/

AL600 / MIN. (4)- #12 SCREWS

EACH LEG IF REQUIRED TO FIT

WITHIN CHANNEL TOES

NEW OPENING

EXISTING

CMU WALL

REMOVE FACE SHELL AS

REQUIRED TO INSTALL

RETROFIT BAR AND GROUT

DEMO SUFFICIENT EXIST.

CMU TO INSTALL CMU

LINTEL

8" LINTEL W/ (2)- #5 HORIZ.; 8"

LINTEL BEARING; GROUT

LINTEL SOLID

3'-6" MAX

EXIST. SLAB

No. 11950J E

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NENGINEERING

ADC

NO. 00253

INC.

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A/E SEALCOA SEAL

P M

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DKFX 1052062

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DRAWING SIZE:

PROJECT NO.

M O

C O

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A N

D D

E P

A R

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O F

F O

R C

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

D E

P A

E N

T O

E A

O R

C E

M O

C O

M M

A N

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

R E V

N S

R E V

D E S C R

P R E P

B Y

D A T E

A P P R 'D

R A

M A

COM

IT Y

B I L

SHEET OF XXX

S701

1" = 1'-0"2 TYP. HOUSEKEEPING PAD

1" = 1'-0"1 TYP. LOUVER FRAMING

1" = 1'-0"3 TYP. OPENING IN EXIST. CMU

DESIGN CONDITIONS

INDOOR:

OUTDOOR:

SUMMER

OUTDOOR:

WINTER

INDOOR:

HANGAR:

UNOCCUPIED:

94F DB / 78F WB

76F DB / 50% RH

25F DB

68F DB / 50% RH

60F DB

40F DB

MANUAL DAMPER

FIRE DAMPER

FLEXIBLE DUCT CONNECTION

MOTORIZED DAMPER

CONNECTION TO EXISTING SYSTEM

THERMOSTAT

AIR TERMINAL DIFFUSER (CEILING MOUNTED)

AIR TERMINAL RETURN GRILLE (CEILING MOUNTED)

AIR TERMINAL TAG, X=TYPE MARK, Y=CFM

X"x Y"

SIDEWALL REGISTER / GRILLE

TURNING VANES

CONDENSING UNIT

DUCTWORK (X" = WIDTH, Y" = HEIGHT)

COMPONENT TO BE DEMOLISHED

PREINSULATED FLEXIBLE DUCT

DUCT MOUNTED SMOKE DETECTOR (BY E.C.)SD

EQUIPMENT CLEARANCE

HVAC SYMBOL LEGEND

DESCRIPTIONSYMBOL SYMBOL DESCRIPTION

WYE STRAINER W/BLOWDOWN BALL

VALVE WITH HOSE CONNECTION

AUTOMATIC BALANCING CONTROL VALVE

HOSE BIBB

DIRECTION OF PIPING FLOW

PIPING SLOPE

STORM

SANITARY SEWER

PIPE CAP

DRAIN VALVE W/ HOSE CONNECTION

AUTOMATIC AIR VENT

BASKET STRAINER

RELIEF VALVE

RINSE VALVE

FLANGE CONNECTION

STORM SEWER

SOLENOID VALVE

SWING CHECK VALVE

PLUG VALVE

CIRCUIT SENSOR

BACKFLOW PREVENTER

PRESSURE REDUCING VALVE

UNION

ECCENTRIC REDUCER/INCREASER

CONCENTRIC REDUCER/INCREASER

3-WAY CONTROL VALVE2-WAY CONTROL VALVE

WAFER CHECK VALVE

MOTORIZED BALL VALVE

MOTORIZED BUTTERFLY VALVE

END SUCTION PUMP

DOUBLE SUCTION PUMP

PUMP CONNECTOR/FLEX CONNECTOR

WYE STRAINER

GATE VALVE

PUMP SUCTION DIFFUSER

PSD

CIRCUIT SETTER

EARTHQUAKE VALVE

TRIPLE DUTY VALVE

BALL VALVE

HVAC PIPING SPECIALTIES SYMBOL LEGEND

DESCRIPTIONSYMBOL SYMBOL DESCRIPTION

No.

S A

36042

RCAH OL IN

H R

ERARD A NTH

N Y

G A

E T

N N

E I

A L

E N S

C E

OO ISSEF

E E

N C

E R

T I F

I C

AT E

O F A U T H O R

I Z A

UTH CAROLINA

CONSULTING

ENGINEERS

DWG, INC.

No.C03649

A/E SEALCOMPANY SEAL

R M

C E

C K B .5

DKFX 1052062

C H

A R

L E

S T

O N

A F

B S

C J O

B A S E

C H A R L E S T O N

OFSHEET

M O

C O

M M

A N

D D

E P

A R

N T

O F

F O

R C

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

D E

P A

E N

T O

E A

O R

C E

M O

C O

M M

A N

D I

R A

M A

COM

IT Y

B I L

E W

A IR AS

I N 62 8

T H

F O R

J O

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

R E V

D E S C R

D A T E

A P P R 'D

D S G N

B Y

D A T E

D R W N

B Y

D A T E

C H K

B Y

D A T E

D R A W

R E V

N S

R E V

D E S C R

P R E P

B Y

D A T E

A P P R 'D

R A

M A

COM

IT Y

B I L

A L D

E S

D O

C U

M E

N T

XXX

E N

E E

M A

R O

A D

N, S C

A D

.C O

6/8/2023

H V A C

N O T E S

L E G E N D S

C G

S J R

M001

MECHANICAL ABBREVIATIONS

ABBR DESCRIPTION

(E) EXISTING

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AH AIR HANDLER

AHU AIR HANDLING UNIT

APD AIR PRESSURE DROP

BHP BRAKE HORSE POWER

BMS BUILDING MANAGMENT SYSTEM

BOD BASIS OF DESIGN

BOP BOTTOM OF PIPE

BP BOILER PUMP

CFM CUBIC FEET PER MINUTE

CHF CHEMICAL FEED

CHWP CHILLED WATER PUMP

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CU CONDENSING UNIT

D CONDENSATE DRAIN PIPING

DB DECIBELS

DDC DIRECT DIGITAL CONTROLS

DIA DIAMETER

DRN DRAIN

EA EXHAUST AIR

EC ELECTRICAL CONTRACTOR

EF EXHAUST FAN

EFF EFFICIENCY

EH ELECTRIC HEATER

EMCS ENERGY MANAGEMENT CONTROL

SYSTEM

ESP EXTERNAL STATIC PRESSURE

FD FLOOR DRAIN

FD FIRE DAMPER

FPM FEET PER MINUTE

FRPM FAN ROTATIONS PER MINUTE

FT FEET

GPM GALLONS PER MINUTE

HD HUB DRAIN

HP HEAT PUMP

HP HORSEPOWER

HWP HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

IN INCHES

LAT LEAVING AIR TEMPERATURE

MBH THOUSANDS OF BTU'S PER HOUR

MC MECHANICAL CONTRACTOR

MD MANUAL DAMPER

NC NOISE CRITERIA

NG NATURAL GAS PIPING

NO NORMALLY OPEN

OA OUTSIDE AIR

PD PRESSURE DROP

PLEV PART LOAD EFFICIENCY VALUE

PS PIPE SUPPORT

RA RETURN AIR

REFR REFRIGERANT

RH RELATIVE HUMIDITY

RM REMOTE MONITOR

RPM ROTATIONS PER MINUTE

SA SUPPLY AIR

SF SUPPLY FAN

TYP TYPICAL

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

VFD VARIABLE FREQUENCY DRIVE

VNT VENT

W/ WITH

°F DEGREES FAHRENHEIT

MECHANICAL CODES AND STANDARDS

CODE DESCRIPTION

ASHRAE 62.1 (2019) VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY

ASHRAE 90.1 (2019) ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL

BUILDINGS

IBC (2021) INTERNATIONAL BUILDING CODE

IMC (2021) INTERNATIONAL MECHANICAL CODE

SMACNA…

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File details come from the government source that posted it. Updated Feb 12, 2025.