17. B2400 Server Room Final Drawings.pdf

PDF 9 MB Posted Jul 21, 2022

Attached to: B2400 Server Room P209 Federal contract opportunity
Solicitation number: FA441822R0016
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · Dec 28, 2023

This federal solicitation seeks proposals for a construction project at Joint Base Charleston Naval Weapons Station in Goose Creek, South Carolina. The project scope includes moving an existing server room to a new location in building B2400, installing new server racks, cable management, UPS, and in-row cooling to handle the increased processing load. Additional requirements comprise installing new distribution breakers, running fiber optic cabling, and providing a separate HVAC system for the server room. A pre-proposal conference will be held on August 3rd, and the anticipated period of performance is 360 days. The procurement is set aside as a 100% HUBZone small business opportunity, with proposals due under solicitation FA441822R0016.

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Other files for this federal contract opportunity

Other files attached to B2400 Server Room P209, newest first.
File	Type	Posted
Revised B2400 Server Room Questions.pdf	PDF	Aug 22, 2022
Solicitation Amendment 04.pdf	PDF	Aug 22, 2022
B2400 Server Room Sign-in.jpg	JPG image	Aug 15, 2022
B2400 Server Room Questions.pdf	PDF	Aug 15, 2022
Solicitation Amendment 03.pdf	PDF	Aug 15, 2022
Davis Bacon Act WD SC20220022 Berkeley County Mod 2 22JUL22.pdf	PDF	Aug 11, 2022
Solicitation Amendment 02.pdf	PDF	Aug 11, 2022
Solicitation Amendment 01.pdf	PDF	Aug 11, 2022
Davis Bacon Act WD SC20220022 Berkeley County Mod 1 25FEB22.pdf	PDF	Jul 21, 2022
15. AF 66-SUB Register - DSN B2400 Server Room.xlsx	XLSX spreadsheet	Jul 21, 2022
Solicitation - FA441822R0016.pdf	PDF	Jul 21, 2022
17a. Server Room Final 01 General Requirements.pdf	PDF	Jul 21, 2022
17b. Server Room Final Specifications.pdf	PDF	Jul 21, 2022

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CHARLESTON AREA VICINITY MAP PROJECT LOCATION MAP

SITE LOCATION

BUILDING LOCATION

HAUL ROUTE

H CAROLINA

L No. 22384

PRO

FESS IONAL ENG

INEER

UGH C G IGGL

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|CONTRACT NO.:

ISSUE DATE.:

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

C H

O N

LIT

D C H

O N A

, S C

O F T

C R

O N

A/E SEAL

D R W N

C H K B

F O R

J O

B A S E

C H A R L E S T O N

04/28/2022

FINAL DESIGN SUBMITTAL

WEAPONS STATION, JOINT BASE CHARLESTON, SC

DSN B2400 SERVER ROOM

FA441821C0038

28-APR-2022

DKGV 1110361

-A

-2

28-APR-2022

G-001

FA441821C0038

N B2

0 S

-A

-2

-A

-2

FINAL DESIGN SUBMITTAL

Engineers Architects| LBE, Inc.

370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

PLAN DETAIL

CALLOUTA101

1 DASHED LINE

AROUND AREA

DETAILED

PLAN NORTH

NORTH ARROW

W/ TRUE NORTH

INDICATION

TRUE NORTH

VIEW TITLE

LEVEL NAME

0'-0" LEVEL INDICATOR

DRAWING SCALE

INDICATOR

SECTION DETAIL

INDICATOR

SHEET WHERE

CALLOUT IS

LOCATED

CALLOUT VIEW

NUMBER

DRAWING VIEW

TITLE

DRAWING VIEW

SCALE

DRAWING VIEW

NUMBER

ELEVATION HEIGHT

16'4' 8'2'6'8'

SCALE: 1/8" 1'-0"

GRAPHIC SCALE

1 VIEW NAME

SCALE: 1/8" 1'-0"

REFERENCING

SHEET

SHEET WHERE

SECTION IS

LOCATED

SECTION VIEW

NUMBER

A101

OUT OF SCOPE AREA

H CAROLINA

L No. 22384

PRO

FESS IONAL ENG

INEER

UGH C G IGGL

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

C H

O N

LIT

D C H

O N A

, S C

O F T

C R

O N

A/E SEAL

D R W N

C H K B

F O R

J O

B A S E

C H A R L E S T O N

04/28/2022

FINAL DESIGN SUBMITTAL

-A

-2

28-APR-2022

G-002

FA441821C0038

N B2

0 S

-A

-2

-A

-2

SYMBOLS LEGEND INDEX OF DRAWINGSINDEX OF DRAWINGS

NO. SHEET NO. SHEET TITLE

GENERAL

1 G-001 COVERSHEET

2 G-002 INDEX OF DRAWINGS AND LEGEND

3 G-101 BUILDING KEY PLANS

CIVIL

4 C-001 CIVIL GENERAL NOTES

5 C-101 OVERALL SITE PLAN

6 C-102 EXISTING CONDITIONS CIVIL SITE PLAN

7 C-103 CIVIL SITE PLAN

8 C-501 CIVIL DETAILS

STRUCTURAL

9 S-001 STRUCTURAL GENERAL SHEET

10 S-101 WALL FRAMING PLAN

11 S-102 SECOND FLOOR PLAN

12 S-501 STRUCTURAL DETAILS

13 S-502 STRUCTURAL DETAILS

LIFE SAFETY

14 LS001 BUILDING CODE SUMMARY

15 LS101 SECOND FLOOR LIFE SAFETY PLAN

16 LS401 ENLARGED LIFE SAFETY PLAN

ARCHITECTURAL

17 A-001 ARCHITECTURAL GENERAL SHEET

18 A-002 PROJECT AREA PLAN

19 AD101 FIRST FLOOR DEMOLITION PLAN

20 AD102 SECOND FLOOR DEMOLITION PLAN

21 AD103 SECOND FLOOR DEMOLITION RCP

22 AD401 ENLARGED DEMOLITION PLAN

23 AD402 ENLARGED DEMOLITION RCP

24 A-101 FIRST FLOOR PLAN

25 A-102 SECOND FLOOR PLAN

26 A-103 SECOND FLOOR RCP

27 A-201 ELEVATIONS

28 A-401 ENLARGED RENOVATION PLAN

29 A-402 ENLARGED REFLECTED CEILING PLAN

30 A-403 ENLARGED ELEVATION

31 A-404 ENLARGED SECTIONS

32 A-501 ARCHITECTURAL DETAILS

33 A-502 ARCHITECTURAL DETAILS

34 A-601 SCHEDULES AND DETAILS

35 A-602 SCHEDULES AND DETAILS

FIRE ALARM

36 FA001 FIRE ALARM GENERAL SHEET

37 FA101 SECOND FLOOR DEMOLITION PLAN

NO. SHEET NO. SHEET TITLE

38 FA102 SECOND FLOOR PLAN

39 FA401 ENLARGED FIRE ALARM PLANS

FIRE PROTECTION

40 FP001 FIRE PROTECTION GENERAL SHEET

41 FP101 SECOND FLOOR DEMOLITION PLAN

42 FP102 SECOND FLOOR PLAN

43 FP401 ENLARGED FIRE PROTECTION VIEWS

MECHANICAL

44 M-001 MECHANICAL GENERAL SHEET

45 MD101 FIRST FLOOR DEMOLITION PLAN

46 MD102 SECOND FLOOR DEMOLITION PLAN

47 MD401 ENLARGED DEMOLITION PLAN

48 M-101 FIRST FLOOR PLAN

49 M-102 SECOND FLOOR PLAN

50 M-401 ENLARGED PLAN

51 M-501 MECHANICAL DETAILS

52 M-601 MECHANICAL SCHEDULES

53 MI001 MECHANICAL CONTROLS LEGEND

54 MI101 SECOND FLOOR CONTROLS PLAN

55 MI401 ENLARGED CONTROLS PLAN

56 MI801 CRAC CONTROLS & OPERATION

57 MI802 VAV CONTROLS & OPERATION

ELECTRICAL

58 E-001 ELECTRICAL GENERAL SHEET

59 ED101 FIRST FLOOR DEMOLITION PLAN

60 ED102 SECOND FLOOR DEMOLITION PLAN

61 ED401 ENLARGED DEMOLTION PLAN

62 E-101 FIRST FLOOR POWER PLAN

63 E-102 SECOND FLOOR LIGHTING PLAN

64 E-103 SECOND FLOOR ELECTRICAL PLAN

65 E-104 SECOND FLOOR ELEC/TELECOM PLAN

66 E-401 ENLARGED PLANS

67 E-402 ENLARGED ELECTRICAL/TELECOM PLAN

68 E-403 ELECTRICAL SECTIONS AND ELEVATIONS

69 E-501 LIGHTING DETAILS

70 E-502 ELECTRICAL DETAILS

71 E-503 ELECTRICAL DETAILS

72 E-504 ELECTRICAL DETAILS

73 E-505 ELECTRICAL DETAILS

74 E-601 ELECTRICAL SCHEDULES AND DIAGRAMS

75 E-602 ELECTRICAL DIAGRAMS

76 E-603 PANEL SCHEDULES

PROJECT EXTENTS

GENERAL NOTES

1. ALL PLAN DATA BASED ON AS-BUILT

DRAWINGS AND FIELD

MEASUREMENTS. VERIFY AND

BECOME TOTALLY FAMILIAR WITH

ALL EXISTING CONDITIONS AND

DIMENSIONS.

PROJECT EXTENTS

H CAROLINA

L No. 22384

PRO

FESS IONAL ENG

INEER

UGH C G IGGL

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|

PLAN NORTH

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

C H

O N

LIT

D C H

O N A

, S C

O F T

C R

O N

A/E SEAL

D R W N

C H K B

F O R

J O

B A S E

C H A R L E S T O N

04/28/2022

FINAL DESIGN SUBMITTAL

-A

-2

ILD

28-APR-2022

G-101

FA441821C0038

N B2

0 S

-A

-2

-A

-2

SCALE: NOT TO SCALE1 FIRST FLOOR KEY PLAN

SCALE: NOT TO SCALE2 SECOND FLOOR KEY PLAN

EXISTING (TO REMAIN)

NEW WORK

CONCRETE

KEYNOTE

LIMITS OF DISTURBANCE

SITE DRAINAGE FLOW

CIVIL LEGEND

10.

11.

12.

13.

IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET MUST BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. PROVIDE TEMPORARY SLOPE DRAINS DURING CONSTRUCTION, WHERE NEEDED. PROVIDE TEMPORARY BERMS TO BRING SLOPE TO GRADE, WHERE

NEEDED.

STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN

FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW.

WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY ADVERSE CONDITIONS, STABILIZATION

MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE

WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH- DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO

NOT HAVE TO BE INITIATED ON THE PORTION OF THE SITE.

ALL SEDIMENT AND EROSION CONTROL DEVICES MUST BE INSPECTED ONCE EVERY CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP NEEDS TO BE REPLACED OR

MODIFIED, CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.

PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. CLEAN, GRADE, AND STABILIZE AREAS WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE

RECOMMENDED.

ALL EROSION CONTROL DEVICES MUST BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IS COMPLETE AND

THE SITE IS STABILIZED.

THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND GENERATION OF DUST. THE CONTRACTOR MUST REMOVE

MUD/SOIL FROM PAVEMENT DAILY, AS REQUIRED.

PROVIDE TEMPORARY DIVERSION BERMS AND/OR DITCHES AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS

OR STABLE OUTLETS.

LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN

STORM WATER DISCHARGES.

INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE LAND- DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR A

PERIOD OF 7 CALENDAR DAYS.

MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.

MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS.

MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS.

THESE DISCHARGES MUST BE ROUTED THROUGH APPROPRIATE BMPS.

THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:

WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL;

WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING

COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS;

FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE.

SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.

GRASS AREAS OF THE SITE WITHIN THE GRADING LIMITS AND NOT OCCUPIED BY PAVING, CRUSHED STONE

SURFACING, OR STRUCTURES.

GRASS SEED MUST CONSIST OF A SINGLE VARIETY OR BLEND. CONTRACTOR MUST COORDINATE WITH THE

CONTRACTING OFFICER.

ALL REQUIRED LIME AND FERTILIZER MUST BE THOROUGHLY AND EVENLY INCORPORATED WITH THE SOIL TO A MINIMUM DEPTH OF 4" BY DISCING OR OTHER APPROVED METHODS. IN AREAS INACCESSIBLE TO POWER EQUIPMENT, IT MUST BE INCORPORATED WITH THE SOILS BY USE OF HAND TOOLS AND ROLLED.

SOIL MUST BE LEVELED OFF, RAKED SMOOTH, AND ROLLED FOR RECEPTION OF SEED.

SEED MUST BE APPLIED BY AN ACCEPTED METHOD UTILIZING A MINIMUM OF 2 PASSES AT RIGHT ANGLES.

RAKE SEED LIGHTLY INTO THE TOP 1/8" OF SEED BED. PROTECT SEEDED AREAS AGAINST EROSION BY

SPREADING STRAW TO A UNIFORM LOOSE DEPTH OF 1-1/2".

MAINTAIN GRASSING AS REQUIRED TO ESTABLISH PERMANENT VEGETATION.

EROSION AND SEDIMENT CONTROL NOTES GRASSING - SEEDING NOTES

VEGETATION PROTECTION NOTES

1. PRESERVE LARGER TREE HEALTH DURING CONSTRUCTION. FOR EXAMPLE, LIMBS OF LARGER TREES WITHIN

CLEAR ZONES MUST BE CAREFULLY REMOVED AND NOT RIPPED OFF.

10.

11.

12.

13.

14.

IF ANY SUSPECTED ARTIFACTS OR ITEMS OF CULTURAL INTEREST ARE FOUND DURING GROUND DISTURBING

ACTIVITIES, STOP ALL WORK AND NOTIFY NREAO.

A SUBSURFACE EXPLORATION OF THE SITE HAS NOT BEEN PERFORMED.

PRIOR TO BEGINNING CONSTRUCTION, CONDUCT AN UNDERGROUND UTILITY LOCATION SURVEY, MARK UTILITY LOCATIONS, AND NOTIFY APPLICABLE PUBLIC UTILITIES. IF UNCHARTED OR INCORRECTLY SHOWN PIPES OR UTILITIES ARE FOUND, THE CONTRACTING OFFICER MUST BE NOTIFIED BEFORE STARTING CONSTRUCTION.

THE CREST AND TOE OF ALL SLOPES MUST BE ROUND AND SMOOTH TO PERMIT EASY OPERATION OF GRASS MOWING

MACHINES.

THE SLOPE RATIO OF FILL AND CUT SLOPES MUST BE 3:1 UNLESS NOTED OTHERWISE.

ALL EXISTING SLOPES STEEPER THAN 4:1 THAT WILL RECEIVE FILL MUST BE PLOWED AND SCARIFIED SO NEW FILL

BONDS WITH EXISTING SURFACE.

ON ALL AREAS WHERE GRADING, EXCAVATING, AND FILLING ARE TO BE DONE, AND ON ALL BORROW AREAS, REMOVE TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, AND UNSUITABLE MATERIAL. DISPOSE OF MATERIAL AT LOCATIONS APPROVED BY THE CONTRACTING OFFICER AND IN ACCORDANCE WITH LOCAL LAWS AND REGULATIONS. CLEARING AND GRUBBING LIMITS MUST BE 10 FEET BEYOND GRADING LIMITS. PROTECT TREES OUTSIDE OF THESE LIMITS

DURING GRADING OPERATIONS.

STRIP TOPSOIL FROM AREAS WHERE GRADING, EXCAVATING, AND FILLING ARE REQUIRED. STOCKPILE TOPSOIL AT

CONVENIENT LOCATIONS APPROVED BY THE CONTRACTING OFFICER.

AFTER STRIPPING AND ROUGH GRADING, INSPECT AREAS TO PROVIDE SUPPORT FOR FOUNDATIONS, FLOOR SLAB, STRUCTURAL FILL, AND PAVEMENTS FOR SOFT SURFICIAL SOILS AND PROOFROLL WITH A 25 TO 35 TON, FOUR- WHEELED, RUBBER-TIRED SCRAPER, TANDEM AXLE DUMP TRUCK, OR SIMILAR APPROVED EQUIPMENT. ANY AREAS WHICH RUT OR DEFLECT EXCESSIVELY AND CONTINUE TO DO SO AFTER SEVERAL PASSES OF THE PROOFROLLER MUST BE UNDERCUT TO FIRMER SOILS. BACKFILL UNDERCUT AREAS IN 8 INCH LOOSE LIFTS WITH SUITABLE COMPACTED FILL MATERIALS. AN APPROVED GEOTECHNICAL ENGINEERING FIRM MUST CAREFULLY MONITOR THE

PROOFROLLING AND UNDERCUTTING OPERATIONS.

FILL USED FOR RAISING THE SITE GRADE OR FOR REPLACEMENT OF MATERIAL THAT IS UNDERCUT MUST BE UNIFORMLY COMPACTED IN 8" LIFTS TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D1557), UNLESS OTHERWISE NOTED. COMPACT THE UPPER 18 INCHES OF SUBGRADE FILL BENEATH

PAVEMENTS AND FLOOR SLABS TO 98 PERCENT OF THE SAME SPECIFICATIONS.

FILL MATERIAL MUST BE FREE OF ROOTS AND ORGANICS AND APPROVED BY THE GEOTECHNICAL ENGINEER. ROCKS

LARGER THAT 6 INCHES IN DIAMETER MUST NOT BE PLACED IN THE UPPER PART OF FILL.

FILL MATERIAL MUST MEET THE REQUIREMENTS OF THE UNIFIED SOIL CLASSIFICATION SYSTEM FOR TYPES SW, GM, GC, CL, SC, SM, OR MC BEFORE FILLING OPERATIONS BEGIN. COLLECT REPRESENTATIVE SAMPLES FOR PROPOSED FILL MATERIALS TO TEST DENSITY AND DETERMINE OPTIMUM MOISTURE CONTENT. ONCE COMPACTION BEGINS, AN

ENGINEER MUST MEASURE THE DEGREE OF COMPACTION BEING OBTAINED.

CROWN AND SEAL FILL AREAS BY ROLLING IN ANTICIPATION OF WET WEATHER TO PREVENT WATER PENETRATION INTO THE FILL SECTION AT THE END OF EACH DAY. ANY FILL AREA SURFACE THAT BECOMES SATURATED DUE TO WET WEATHER MUST BE EITHER REMOVED OR REWORKED BY DISCING, BLADING, OR OTHER MEANS. ALLOW TO

THOROUGHLY DRY AND BE RE-COMPACTED PRIOR TO ADDITIONAL FILL LAYERS BEING PLACED.

ALL DIMENSIONS SHOWN ARE FROM FACE OF OBJECT CURB, EXCEPT AS NOTED.

SITE WORK NOTES

CONCRETE MUST BE 3,000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS.

ALL EMBEDDED STRUCTURAL STEEL, INCLUDING ANCHOR BOLTS, MUST COMPLY WITH ASTM A36, UNLESS

INDICATED DIFFERENTLY ON DRAWINGS.

BACKFILL BENEATH FOUNDATIONS, TRENCHES, AND SLABS MUST BE COMPACTED TO A MINIMUM OF 95 PERCENT OF STANDARD PROCTOR AND MUST BE COMPACTED AND TESTED IN LIFTS NOT TO EXCEED 8

INCHES.

SHOULD WATER INFILTRATION PREVENT COMPACTION OF SUBGRADE, CONTRACTOR MAY ELECT TO PROVIDE

A MODIFIED SUBGRADE OF 8" OF COMPACTED NO. 57 STONE.

THE SOIL MUST BE RELATIVELY FREE OF ORGANICS, DELETERIOUS MATTER, AND ELONGATED OR FLAT

PARTICLES SUSCEPTIBLE TO DEGRADATION.

WHENEVER FOOTINGS BEAR ON STRUCTURAL FILL, THE STRUCTURAL FILL MUST EXTEND LATERALLY BEYOND THE EDGES OF THE FOOTINGS FOR A MINIMUM DISTANCE EQUAL TO THE DEPTH OF THE STRUCTURAL FILL

BENEATH THE FOOTINGS.

FOUNDATION NOTES

H CAROLINA

L No. 32006IC

PRO

FESS IONAL ENG

INEER

CALEB P. RODG

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

C H

O N

LIT

D C H

O N A

, S C

O F T

C R

O N

A/E SEAL

D R W N

C H K B

F O R

J O

B A S E

C H A R L E S T O N

04/28/2022

FINAL DESIGN SUBMITTAL

-A

-2

L G

28-APR-2022

C-001

FA441821C0038

N B2

0 S

-A

-2

-A

-2

CIVIL ABBREVIATIONS

(E) EXISTING

BLDG BUILDING

CL CENTERLINE

CP CONTROL POINT

CU CONDENSING UNIT

DEMO DEMOLITION

DS DOWNSPOUT

SOW SCOPE OF WORK

TYP TYPICAL

W/ WITH

SERVICE DRIVE

BUILDING NO. 2

CENTRAL ENERGY PLANT

B2400

N G

PARKING

C-103

GENERAL NOTES

1. ALL PLAN DATA BASED ON AS-BUILT

DRAWINGS AND FIELD

MEASUREMENTS. VERIFY AND

BECOME TOTALLY FAMILIAR WITH

ALL EXISTING CONDITIONS AND

DIMENSIONS.

H CAROLINA

L No. 32006IC

PRO

FESS IONAL ENG

INEER

CALEB P. RODG

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|

GRAPHIC SCALE

0'15' 30' 60'30'

SCALE: 1" 30'

PLAN NORTH

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

C H

O N

LIT

D C H

O N A

, S C

O F T

C R

O N

A/E SEAL

D R W N

C H K B

F O R

J O

B A S E

C H A R L E S T O N

04/28/2022

FINAL DESIGN SUBMITTAL

-A

-2

L S

28-APR-2022

C-101

FA441821C0038

N B2

0 S

-A

-2

-A

-2

SCALE: 1" 30'-0"1 OVERALL SITE PLAN

(E)SLAB

15' - 0"

S O F D

N C E

MODEL ROOM

P107

PRINTING

P109

STAIR 5

P110

ADV A-2

P108

C O R R

O R

ADV A-1

P118

INSTR - PHYSICS

P115

INSTR - PHYSICS

P113

CLASSROOM A-1

P112

(E)DS

GAZEBO

SERVICE DRIVE

GRASS

GENERAL NOTES

1. ALL PLAN DATA BASED ON AS-BUILT

DRAWINGS AND FIELD

MEASUREMENTS. VERIFY AND

BECOME TOTALLY FAMILIAR WITH

ALL EXISTING CONDITIONS AND

DIMENSIONS.

H CAROLINA

L No. 32006IC

PRO

FESS IONAL ENG

INEER

CALEB P. RODG

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|

GRAPHIC SCALE

16'4' 8'2'6'8'

SCALE: 1/8" 1'-0"

PLAN NORTH

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

C H

O N

LIT

D C H

O N A

, S C

O F T

C R

O N

A/E SEAL

D R W N

C H K B

F O R

J O

B A S E

C H A R L E S T O N

04/28/2022

FINAL DESIGN SUBMITTAL

-A

-2

L S

28-APR-2022

C-102

FA441821C0038

N B2

0 S

-A

-2

-A

-2

SCALE: 1/8" 1'-0"1 EXISTING CONDITIONS CIVIL SITE PLAN

CONCRETE SLAB1

15' - 0"

S O F D

N C E

MODEL ROOM

P107

PRINTING

P109

STAIR 5

P110

ADV A-2

P108

C O R R

O R

ADV A-1

P118

INSTR - PHYSICS

P115

INSTR - PHYSICS

P113

CLASSROOM A-1

P112

(E)DS

(E)SLAB

GAZEBO

SERVICE DRIVE

GRASS

CU-4

CU-3

CU-2

CU-1

CONTROL JOINT (TYP.)

SEE CONTROL JOINT DETAIL

C-501

GENERAL NOTES

1. ALL PLAN DATA BASED ON AS-BUILT

DRAWINGS AND FIELD

MEASUREMENTS. VERIFY AND

BECOME TOTALLY FAMILIAR WITH

ALL EXISTING CONDITIONS AND

DIMENSIONS.

KEYNOTES#

H CAROLINA

L No. 32006IC

PRO

FESS IONAL ENG

INEER

CALEB P. RODG

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|

GRAPHIC SCALE

16'4' 8'2'6'8'

SCALE: 1/8" 1'-0"

PLAN NORTH

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

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FINAL DESIGN SUBMITTAL

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SCALE: 1/8" 1'-0"1 CIVIL SITE PLAN

1 FINISH ELEVATION OF CONCRETE

SLAB MUST BE MIN. 12" ABOVE

EXISTING SLAB. PROVIDE FILL AND

SUBGRADE AS REQUIRED.

CONCRETE MUST HAVE POSITIVE

DRAINAGE AWAY FROM BUILDING,

MINIMUM SLOPING OF 1/4" PER FT.

2 PERMANENTLY STABILIZE ALL

AREAS DISTURBED DURING

CONSTRUCTION.

3 MODIFY DOWNSPOUT.

4 FINISH GRADING MUST PROVIDE

POSITIVE DRAINAGE AWAY FROM

CONCRETE SLAB AND BUILDING .

24-FT MIN

6-INCH MIN

UNDERLINING NON-WOVEN

GEOTEXTILE FABRIC

AVERAGE STONE DIAMETER OF

2 TO 3-INCHES WITH A 6-INCH

MINIMUM DEPTH

EDGES MUST BE TAPERED OUT

TOWARDS ROAD TO PREVENT

TRACKING OF MUD

100-FT MIN

NOTES:

PROVIDE A CULVERT PIPE ACROSS THE ENTRANCE WHEN NEEDED TO

PROVIDE POSITIVE DRAINAGE.

DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A

SEDIMENT TRAP, BASIN, OR OTHER SEDIMENT TRAPPING STRUCTURE.

SLAB WIDTH

SLOPE

1/4" / 12"

1/2" EXPANSION JOINT AT

EXISTING STRUCTURE

PERIMETER TYPICAL WITH

WATERPROOF SEALANT

3,000 PSI CONCRETE PAD

1' - 0"

NO. 4 BARS 12" O.C. EACH WAY TOP AND BOTTOM

MAT (TYP ENTIRE LENGTH). MIN 3" CLEARANCE

ALL SIDES.

W + 5'

REMOVE ORGANICS AND TOPSOIL TO

SUITABLE SUBGRADE MATERIAL. FILL

WITH SELECT FILL MATERIAL TO

SUBGRADE PER SPECIFICATIONS.

1' - 0"

3,000 PSI CONCRETE PAD

NO. 4 BARS 12" O.C. EACH WAY TOP AND BOTTOM

MAT (TYP ENTIRE LENGTH). MIN 3" CLEARANCE

ALL SIDES.

EXISTING SLAB

L + 5'

REMOVE ORGANICS AND TOPSOIL TO

SUITABLE SUBGRADE MATERIAL. FILL

WITH SELECT FILL MATERIAL TO

SUBGRADE PER SPECIFICATIONS.

TOOLED EDGE

0' - 0 1/4"

0' 1"

1/4"R

H CAROLINA

L No. 32006IC

PRO

FESS IONAL ENG

INEER

CALEB P. RODG

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

C H

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LIT

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A/E SEAL

D R W N

C H K B

F O R

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C H A R L E S T O N

04/28/2022

FINAL DESIGN SUBMITTAL

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SCALE: NOT TO SCALE1 TYPICAL CONSTRUCTION ENTRANCE DETAIL

SCALE: NOT TO SCALE3 SLAB SECTION - WIDTH

SCALE: NOT TO SCALE4 SLAB SECTION - LENGTH

STABILIZED CONSTRUCTION ENTRANCE NOTES

WHEN AND WHERE TO USE IT:

STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL BE

LEAVING A CONSTRUCTION SITE AND MOVING DIRECTLY ONTO A PUBLIC ROAD.

IMPORTANT CONSIDERATIONS:

IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFFSITE. WASHDOWN FACILITIES MUST BE REQUIRED AS DIRECTED BY SC DHEC AS NEEDED. WASHDOWN AREAS IN GENERAL MUST BE ESTABLISHED WITH CRUSHED GRAVEL AND

DRAIN INTO A SEDIMENT TRAP OR SEDIMENT BASIN.

USE CONSTRUCTION ENTRANCES IN CONJUNCTION WITH THE STABILIZATION OF CONSTRUCTION ROADS TO

REDUCE THE AMOUNT OF MUD PICKED UP BY VEHICLES.

INSTALLATION:

REMOVE ALL VEGETATION AND ANY OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.

DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM STONES TO A SEDIMENT TRAP OR BASIN.

INSTALL A NON-WOVEN GEOTEXTILE FABRIC PRIOR TO PLACING ANY STONE.

INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHEN NEEDED TO PROVIDE POSITIVE DRAINAGE.

THE ENTRANCE MUST CONSIST OF 1-INCH TO 3-INCH D50 STONE PLACED AT A MINIMUM DEPTH OF 6-INCHES.

MINIMUM DIMENSIONS OF THE ENTRANCE MUST BE 24-FEET WIDE BY 100-FEET LONG, AND MAY BE MODIFIED

AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS.

THE EDGES OF THE ENTRANCE MUST BE TAPERED OUT TOWARDS THE ROAD TO PREVENT TRACKING OF

MUD AT THE EDGE OF THE ENTRANCE.

INSPECTION AND MAINTENANCE:

INSPECT CONSTRUCTION ENTRANCES EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24-HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES ½-INCHES OR MORE OF PRECIPITATION, OR AFTER HEAVY USE.

CHECK FOR MUD AND SEDIMENT BUILDUP AND PAD INTEGRITY. MAKE DAILY INSPECTIONS DURING PERIODS OF WET WEATHER. MAINTENANCE IS REQUIRED MORE FREQUENTLY IN WET WEATHER CONDITIONS.

RESHAPE THE STONE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.

WASH OR REPLACE STONES AS NEEDED AND AS DIRECTED BY THE INSPECTOR. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE MUD BEING

CARRIED OFF-SITE BY VEHICLES.

FREQUENT WASHING WILL EXTEND THE USEFUL LIFE OF STONE.

IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR

SWEEPING.

FLUSHING SHOULD ONLY BE USED WHEN THE WATER CAN BE DISCHARGED TO A SEDIMENT TRAP OR BASIN.

REPAIR ANY BROKEN PAVEMENT IMMEDIATELY.

SCALE: NOT TO SCALE2 TYPICAL CONTROL JOINT DETAIL

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

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STRUCTURAL DESIGN CRITERIA

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

DEAD LOADS:

ACTUAL MATERIAL WEIGHTS PER ASCE 7-16.

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

SS = 1.857

= 0.542

= 1.238

= 0.635

SITE BUILDING CLASS: "D" ASSUMED

BUILDING CATEGORY: III

IMPORTANCE FACTOR: 1.0

SEISMIC DESIGN CATEGORY: D

COLD FORMED STEEL NOTES

1. ALL STUDS, JOISTS, AND ACCESSORIES MUST BE MADE OF

THE TYPE, SIZE, GAUGE AND SPACING SHOWN ON THE

DRAWINGS.

2. ALL STRUCTURAL MEMBERS MUST BE DESIGNED IN

ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE

(AISI) "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED

STEEL STRUCTURAL ELEMENTS", LATEST EDITION.

3. ALL METAL STUDS MUST BE FORMED FROM CORROSION

RESISTANT STEEL, CORRESPONDING TO THE

REQUIREMENTS OF ASTM C955, WITH A MINIMUM YIELD

STRENGTH OF 33 KSI.

4. ALL METAL STUDS AND RUNNERS MUST BE ZINC COATED

MEETING ASTM A653, G-60, OR EQUIVALENT.

5. ALL FRAMING COMPONENTS MUST BE CUT SQUARE FOR

ATTACHMENT TO PERPENDICULAR MEMBERS OR, AS

REQUIRED, FOR AN ANGULAR FIT AGAINST ABUTTING

MEMBERS.

6. ALL FRAMING COMPONENTS MUST BE PLUMBED, ALIGNED

AND LEVELED.

7. FASTENING OF COMPONENTS MUST BE WITH SELF-DRILLING

SCREWS OR WELDING. SCREWS AND WELDS MUST BE OF

SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE

CONNECTION. WIRE TYING OF COMPONENTS SHALL NOT BE

PERMITTED. ALL WELDS MUST BE TOUCHED UP WITH

ZINC-RICH PAINT.

8. SPLICES IN FRAMING COMPONENTS, OTHER THAN RUNNER

TRACK, MUST NOT BE PERMITTED.

9. ABUTTING LENGTHS OF RUNNER MUST BE BUTT-WELDED,

SPLICED OR EACH LENGTH SECURELY ANCHORED TO A

COMMON STRUCTURAL ELEMENT. RUNNERS MUST BE

SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS

SHOWN ON THE DRAWING.

10. TEMPORARY BRACING, WHERE REQUIRED, MUST BE

PROVIDED UNTIL ERECTION IS COMPLETE.

11. AXIALLY LOADED STUDS MUST BE INSTALLED SO THAT THE

ENDS ARE POSITIONED AGAINST THE INSIDE OF THE

RUNNER TRACK WEB PRIOR TO FASTENING AND MUST BE

ATTACHED TO BOTH FLANGES OF THE UPPER AND LOWER

RUNNER TRACKS.

12. COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT MUST

BE PROVIDED FOR THE BOTTOM RUNNER.

13. RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR

AXIS SHALL BE PROVIDED BY HORIZONTAL STRAP AND

BLOCKING OR COLD-ROLLED CHANNEL BRACING.

14. SOLID BLOCKING, A FIELD-CUT RUNNER OR C JOIST

SECTION, IS WELDED OR SCREW-ATTACHED BETWEEN

OUTER FLOOR JOISTS, OVER ALL INTERIOR SUPPORTS AND

ADJACENT TO OPENINGS AT MAX. 10' O.C. COLD-ROLLED

CHANNELS OR STRAP BRACING OF 11/2" x 20-GAUGE

CORROSION STEEL IS SCREW TO BOTTOM JOIST FLANGE

BETWEEN SOLID BLOCKING.

COLD FORMED STEEL NOTES

(CONT.)

15. ALL CONNECTION HARDWARE TO BE SIMPSON OR

EQUIVALENT, INSTALLED PER MANUFACTURER'S

RECOMMENDATIONS.

16. ALL MEMBER SIZES ARE CALLED OUT PER THE SSMA (STEEL

STUD MANUFACTURERS ASSOCIATION) NOMENCLATURE

STANDARD:

600 S 162 - 54

MIL THICKNESS

1 MIL =

INCH

STYLE

S = STUD/JOIST

T = TRACK

U = CHANNEL

F = FURRING CHANNEL

FLANGE WIDTH

(Ex.162 =

INCH = 1

MEMBER WEB DEPTH

(Ex. 600 = 6 INCH )

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1. ALL CONCRETE MUST DEVELOP A MINIMUM COMPRESSIVE

STRENGTH OF 4000 PSI IN 28 DAYS.

2. UNLESS NOTED OTHERWISE, ALL CONCRETE FLAT WORK

MUST CONFORM TO THE FOLLOWING FINISHING TOLERANCES

MEASURED AS PER ASTM E1155:

OVERALL FLATNESS NUMBER, Ff>40

MINIMUM LOCAL FLATNESS NUMBER, Ff>28

OVERALL LEVELNESS NUMBER, Fl>30

MINIMUM LOCAL LEVELNESS NUMBER, Fl>20

3 ALL CONCRETE FLOORS AND WALLS MUST BE CURED WITH A

CURING AGENT THAT CONFORMS WITH ASTM C309, INSTALLED

PER MANUFACTURERS RECOMMENDATIONS PER THE

RECOMMENDATIONS OF ACI 302.

4. ALL REINFORCING STEEL BARS MUST BE GRADE 60

DEFORMED BARS COMPLYING WITH ASTM SECTION A615.

REINFORCING STEEL WHICH IS INDICATED ON THE PLANS AS

BEING WELDED SHALL COMPLY WITH ASTM A706, AND MUST

ALSO BE DEFORMED. WIRE FOR WWF SHALL COMPLY WITH

ASTM A185 FOR SMOOTH WIRE AND ASTM A497 FOR

DEFORMED WIRE, AND SHALL HAVE A MINIMUM YIELD

STRENGTH OF 60ksi.

5. ALL DETAILING, FABRICATION AND PLACEMENT OF

REINFORCING STEEL MUST COMPLY WITH THE

REQUIREMENTS OF THE ACI MANUAL OF STANDARD PRACTICE

FOR DETAILING REINFORCED CONCRETE STRUCTURES

(ACI-SP-66).

6. ALL REINFORCING BAR SPLICE LENGTHS AND LOCATIONS,

EMBEDMENTS, LENGTHS, HOOKS, ETC. MUST BE DONE AS

INDICATED ON THE DRAWINGS. NO VARIATION WILL BE

ACCEPTED WITHOUT PRIOR APPROVAL OF THE ENGINEER. IF

NO DIMENSION IS PROVIDED, THE SPLICE LENGTH SHALL BE

CLASS "B" LENGTH AS PER ACI 318, SECTION 12.15.

7. THE FOLLOWING MINIMUM CONCRETE COVER MUST BE

PROVIDED FOR REINFORCEMENT: (MIN. COVER LISTED)

CONCRETE CAST AGAINST AND PERMANENTLY

SLABS, WALLS, JOISTS

8. CONSTRUCT FORMS COMPLYING TO SHAPES, LINES, AND

DIMENSIONS SHOWN ON DRAWINGS TO OBTAIN AND HOLD

ACCURATE ALIGNMENT OF CONCRETE DURING PLACEMENT

AND CURING.

9. FABRICATE FORMS FOR EASY REMOVAL WITHOUT HAMMERING

OR PRYING AGAINST CONCRETE SURFACES.

10. THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO

RECEIVE CONCRETE. REMOVE CHIPS, WOOD, SAWDUST, DIRT,

OR ANY OTHER DEBRIS PRIOR TO CONCRETE PLACEMENT.

11. CLEAN REINFORCING OF LOOSE RUST, MILL SCALE, DIRT, OR

ANY OTHER FOREIGN MATERIAL. ACCURATELY POSITION,

SUPPORT AND SECURE REINFORCEMENT.

12. PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE

SLUMP AT POINT OF PLACEMENT NOT LESS THAN 4" AND NOT

MORE THAN 6". ADDITION OF WATER TO READY-MIX

CONCRETE IN THE FIELD SHALL NOT BE ALLOWED.

ADMIXTURES MAY BE USED TO INCREASE SLUMP.

13. DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE

PLACING OF CONCRETE IS COMPLETE. IF THE POUR IS TO BE

DISCONTINUOUS MORE THAN 30 MINUTES, CONTRACTOR

MUST USE CONSTRUCTION JOINTS, AS DETAILED ON THE

DRAWINGS OR APPROVED BY THE ENGINEER.

CONCRETE NOTES

FINAL DESIGN SUBMITTAL

28-APR-2022

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Engineers | Architects LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461 keane SC - K Steele

KEY PLAN

CMR

P214

CMR

P213

CLASSROOM C-1

P212

INSTRUCTORS -

RPT

P203

CORRIDOR

P205

BUILDING MGR

P206

ADV C-1

P204

STAIR 5

P210

BOOK VAULT

P207

SHREDDER

P208

A B C D E F

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

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

SECOND FLOOR PLAN

KEYNOTES

GENERAL NOTES

362S162-43 AT 24" O.C., TOP TRACK AT 25'-3"

1. ALL LIGHT GAUGE STEEL TO BE INSTALLED PER

SSMA STANDARDS. ALL TRACK TO MATCH STUD

GAUGE.

2. PROVIDE BRACING OF STUDS AT 4'-0" O.C. MIN.

WITH RIGID COLD ROLLED BRACING.

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GRAPHIC SCALE

16'4' 8'2'6'8'

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

PLAN NORTH

FINAL DESIGN SUBMITTAL

28-APR-2022

P R

Engineers | Architects LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

KEY PLAN

A B C D E F

E X

I S

T I N

E X

I S

T I N

3 3

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

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SECOND FLOOR PLAN

KEYNOTES

GENERAL NOTES

1000S162-54 AT 24" O.C., TOP OF JOIST AT ELEVATION

26'-1"

1. ALL LIGHT GAUGE STEEL TO BE INSTALLED PER

SSMA STANDARDS. ALL TRACK TO MATCH STUD

GAUGE.

2. PROVIDE FULL HEIGHT BRACING OF JOISTS AT

4'-0" O.C. MIN.

3. SEE EXISTING STEEL FRAMING ON AS-BUILT SHEET

TS-124.

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2 CEILING JOISTS TO BE CONTINUOUS ACROSS NEW

INTERIOR WALL.

3 CONNECT WEB OF JOISTS TO EXISTING W18 WITH

SIMPSON RCA227/54 USING 8 SCREWS AND SCREW

PATTERN 12. SEE DETAIL ON S-201.

GRAPHIC SCALE

16'4' 8'2'6'8'

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

PLAN NORTH

FINAL DESIGN SUBMITTAL

28-APR-2022

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Engineers | Architects LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

ATTACH TRACK TO SLAB

USING: (3)0.157"Ø HILTI X-P

P.D.F.'s w/ 3/4" MIN. EMBED.

LOCATED AS SHOWN ABOVE.

RUNNER TRACK

ATTACHE EACH STUD

TO BOTTOM TRACK WITH

2 #10-16x

" screws

CONCRETE SLAB

(BY OTHERS)

CLIP ANGLE

JAMB, SIZE AND

GAGE AS REQUIRED

FASTEN TO LINTEL W/ SCREWS

TO EACH SIDE & SCREWS TO

JAMB AS REQUIRED

HEADER, SIZE AND

GAGE AS REQUIRED

# OF KING

STUDS (EA. END)STUDS EA. END

# OF JACK

USE

INDUSTRY

DESIGNATION

QTY.

HEADER TABLE

2 1 1600S162-43

HEADER

DISIGNATION

H2 3070 MAN DOOR

HEADER TRACKS

HEADER MEMBERS

(AS REQUIRED)

INFILL STUD

CRIPPLE STUD

JACK STUDS (AS REQUIRED)

KING STUDS (AS REQUIRED)

CLIP ANGLE FROM JACK STUD

TO BOTTOM OF HEADER

RUNNER TRACK

SCREW ATTACH BOTH ENDS OF

RUNNER TRACKS TO SHORT SECTION

OF STUD w/(2)#10-16 SCREWS

ON BOTH SIDES.

12" SECTION OF STUD

SAME GAUGE AND SIZE

AS TRACK.

ATTACH TRACK END TO SLAB

USING: (4)0.145"Ø HILTI X-DNI

P.D.F.'s w/1-1/2" MIN. EMBED.

LOCATED AS SHOWN ABOVE.

JAMB STUDS ATTACHED w/TRACK.

ATTACH TRACK TO JAMB

w/(1)#10-16 SCREW @ 16"o.c.

ON EACH LEG, & (2)#10-16

SCREWS INTO WEBS @ 16"o.c.

(1)#10-16 SCREW

@ EACH FLANGE.

EXISTING MASONRY

PARAPET WALL

T.O.S. 26' -2

COLD FORMED JOIST

PER PLANS

SIMPSON RCA 227/54

8 #10 SCREWS IN PATTERN

12, BOTH LEGS.

TYPICAL JOIST TO EXISTING BEAM

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

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SCALE: N.T.S.

JOIST TO EXISTING BEAM CONNECTION

SCALE: N.T.S.

WALL TO SLAB DETAIL

SCALE: N.T.S.

DOOR JAMB ANCHORAGE DETAIL

SCALE: N.T.S.

TRACK SPLICE DETAIL

SCALE: N.T.S.

BRACING DETAIL

SCALE: N.T.S.

HEADER BOX BEAM DETAIL

FINAL DESIGN SUBMITTAL

28-APR-2022

P R

Engineers | Architects LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

AutoCAD SHX Text

%%UTOP VIEW

AutoCAD SHX Text

2" MIN.

AutoCAD SHX Text

3" MIN. SPACING

AutoCAD SHX Text

FROM EDGE

AutoCAD SHX Text

SEE LATERAL BRACING ATTACHMENT DETAIL FOR CHANNEL-TO-CHANNEL CONNECTION TYPE

AutoCAD SHX Text

1 1/2" COLD-ROLLED CHANNEL

AutoCAD SHX Text

CR RUNNER

AutoCAD SHX Text

OPENING

AutoCAD SHX Text

%%UTOP VIEW

AutoCAD SHX Text

2" MIN.

AutoCAD SHX Text

3" MIN. SPACING

AutoCAD SHX Text

FROM EDGE

4" THICK HOUSEKEEPING SLAB

#4 BARS AT 9" O.C. EACH WAY

6" LEG #4 L BARS EMBEDDED 4"

WITH EPOXY AT CORNERS AND 9"

O.C.

USE BONDING AGENT ON EXISTING SLAB

CHAMFER ALL EXPOSED CORNERS

DIMENSIONS AS REQUIRED

#4 BARS AT 9" O.C. EACH WAY

6" LEG #4 L BARS EMBEDDED 4"

WITH EPOXY AT CORNERS AND 9"

O.C.

BENT 12 GAUGE STEEL, USE

" TAPCONS

AT 6" O.C. AROUND PERIMETER IN

FLANGE.

1'-0"

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

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A/E SEAL

D S

D R

A P

P R

O V

D A

T E

D A

T E

D A

T E

D A

T E

R L

E S

T O

FINAL DESIGN SUBMITTAL

S T

R U

C T

U R

A I L

K L

S-502

FA441821C0038

D S

V E

O O

D K

K L

SCALE: N.T.S.

HOUSEKEEPING PAD STANDARD DETAIL

SCALE: N.T.S.

BRICK PENETRATION STANDARD DETAIL

28-APR-2022

P R

Engineers | Architects LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

C H

O N

LIT

D C H

O N A

, S C

O F T

C R

O N

A/E SEAL

D R W N

C H K B

F O R

J O

B A S E

C H A R L E S T O N

FINAL DESIGN SUBMITTAL

-A

-2

ILD

28-APR-2022

LS001

FA441821C0038

N B2

0 S

-A

-2

-A

-2

CODE SUMMARY

BUILDING DESCRIPTION

APPLICABLE CODES/REFERENCES

1. FIRE PROTECTION REGULATIONS/REFERENCES

2. OCCUPANCY USE GROUP

3. TYPE OF CONSTRUCTION

4. BUILDING SEPARATION

5. ALLOWABLE BUILDING HEIGHT AND AREA

6. FIRE RATING OF WALLS

3 STORIES AND ATTIC

FULLY SPRINKLERED

JOINT BASE CHARLESTON, SC

1) UFC 3-101-01 ARCHITECTURE CHANGE 1, 5 JAN 2021

2) INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION

3) NFPA 101, LIFE SAFETY CODE, 2021 EDITION

4) INTERNATIONAL FIRE CODE, 2018 EDITION

5) NFPA 13 (SPRINKLER), 2022 EDITION

6) NFPA 72 (FIRE ALARM), 2022 EDITION

7) NFPA 75 (FIRE PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT), 2020 EDITION

8) AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES, 2010

9) UFC 3-600-01, DESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST 2016 INCLUDING CHANGE

6, 6 MAY 2021

BUSINESS OCCUPANCY (NFPA 101 SECTION 6.1.11.1 & IBC 304.1)

EXISTING

7. OCCUPANT LOADS

8. OCCUPANCY SEPARATION

9. INTERIOR FINISH RATING

10.EGRESS TRAVEL DISTANCE

11.EGRESS PATH ARRANGEMENT

12.SPRINKLER SYSTEM

13. FIRE ALARM

14. EMERGENCY LIGHTING/MARKING MEANS OF EGRESS

IBC 2018, SECTION 504

GROUP B TYPE IIA CONSTRUCTION

THE BUILDING MUST COMPLY WITH THE REQUIREMENTS OUTLINED IN UFC-3-600-01 SECTION 34-1 AND 34-1.2.8

ACTUAL HEIGHT: 3 STORIES AND ATTIC, <75'

ACTUAL AREA: FIRST FLOOR: 81,099 SF

SECOND FLOOR: 85,640 SF

THIRD FLOOR: 61,385 SF

ATTIC SPACE: 23,610 SF

251,734 SF (TOTAL BUILDING AREA)

NFPA 101, TABLE 7.3.1.2:

BUSINESS 150(FT2/PERSON)

IT EQUIPMENT ROOMS 300(FT2/PERSON)

OCCUPANT LOAD: P209 - 4 PERSONS

P209A- 3 PERSONS

THE EXISTING SPACES ARE NOT INCLUDED IN THE SCOPE OF WORK AND NO

ADDITIONAL SEPARATION WILL BE PROVIDED.

LIMITS (BASED ON BUSINESS OCCUPANCY WITH PERMITTED REDUCTION FOR

SPRINKLERS - NFPA 101 39.3.3):

WITHIN ALL EXIT ENCLOSURES: EXISTING, NOT IN SCOPE.

WITHIN ALL CORRIDORS: EXISTING, NOT IN SCOPE.

WITHIN ALL OTHER SPACES: CLASS A, B, OR C

FLOORS: NO REQUIREMENTS FOR FLOORS

WALLS/CEILINGS: CLASS A

TRAVEL DISTANCE FROM ANY POINT IN A ROOM TO THE NEAREST EXIT, MEASURED

IN ACCORDANCE WITH NFPA 101 39.2.5 AND 39.2.6:

TRAVEL DISTANCE (BUSINESS): 300 FT

COMMON PATH OF TRAVEL (BUSINESS): 100 FT

DEAD-END CORRIDOR (BUSINESS): 50 FT

SEE LIFE SAFETY PLAN FOR ARRANGEMENT OF EGRESS PATH.

CAPACITY OF EXITS (NFPA 101 TABLE 7.3.3.1):

LEVEL COMPONENTS (WIDTH/PERSON): 0.2IN/PERSON

VERTICAL COMPONENTS (WIDTH/PERSON): 0.3/PERSON

NUMBER OF EXITS (NFPA 101 39.2.4)

2 FOR OCCUPANT LOAD <500 PERSONS

BUILDING IS FULLY SPRINKLERED.

FIRE EXTINGUISHER, CLEAN AGENT TYPE, REQUIRED IN THE SERVER ROOM. (NFPA 101 39.3.5, UFC 3-600-01, 9-17.2.2)

FIRE EXTINGUISHER, ABC TYPE, REQUIRED IN THE OFFICE.

IBC 2018, TABLE 601:

STRUCTURAL FRAME: EXISTING, NOT IN SCOPE.

BEARING WALLS, EXTERIOR: EXISTING, NOT IN SCOPE.

NON BEARING WALLS & PARTITIONS (TABLE 602): EXISTING, NOT IN SCOPE.

INTERIOR: 0HR

FLOOR CONSTRUCTION: 1 HR RATING REQUIRED.

SHAFT ENCLOSURES: EXISTING, NOT IN SCOPE.

STAIRWELL AND CORRIDORS: 1 HR, EXISTING.

TYPE IIA CONSTRUCTION (NONCOMBUSTIBLE, PROTECTED), IBC 2018, SECTION 602.2 WITH AUTOMATIC

SPRINKLER.

MEANS OF EGRESS ILLUMINATIONS REQUIRED (NFPA 101 39.2.8)

EMERGENCY LIGHTS REQUIRED (NFPA 101 39.2.9)

EXIT SIGNS REQUIRED (NFPA 101 39.2.10)

1 HR SEPARATION FROM STAIRWELL AND CORRIDORS, EXISTING.

1 HR SEPARATION FOR SERVER ROOM.

FIRE ALARM SYSTEM REQUIRED (NFPA 101 39.3.4.1)

LIFE SAFETY LEGEND

SYMBOL DESCRIPTION

SPACE OCCUPANT LOAD

EXIT OCCUPANT LOAD

EXIT SIGN

EXISTING FIRE EXTINGUISHER CABINET

EXIT 1

(E)FEC

ROOM AREA

O.L. FACTOR

O.L. OF ROOM

DOOR EGRESS WIDTH

ACTUAL EGRESS LOAD

AVAILABLE EGRESS LOAD

15036

FIRE EXTINGUISHER CABINETFEC

1 HR FIRE RATED WALL

COMMON PATH OF TRAVEL

EXIT TRAVEL DISTANCE

EXIT ARROW

EXIT ACCESS DOOR 101

EXCLUDED

OCCUPANT LOAD

AREAS

THESE AREAS ARE NOT

INCLUDED IN THE SCOPE OF

WORK. THE PURPOSE OF THIS

PLAN IS TO DOCUMENT THAT

THE EXISTING BUILDING EXITS

ARE SUFFICIENT FOR THE

EGRESS OF THE PERSONS

OCCUPYING THE RENOVATED

AREA. THE EXISTING EGRESS

FROM THE FLOOR IS NOT BEING

MODIFIED.

L D

L 7' 3.5

OVERALL DIAGONAL 585' 5.5"

LS401

GENERAL NOTES

1. ALL PLAN DATA BASED ON AS-BUILT

DRAWINGS AND FIELD

MEASUREMENTS. CONTRACTOR

MUST VERIFY AND BECOME

TOTALLY FAMILIAR WITH ALL

EXISTING CONDITIONS AND

DIMENSIONS.

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|

GRAPHIC SCALE

0'15' 30' 60'30'

SCALE: 1" 30'

PLAN NORTH

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

C H

O N

LIT

D C H

O N A

, S C

O F T

C R

O N

A/E SEAL

D R W N

C H K B

F O R

J O

B A S E

C H A R L E S T O N

FINAL DESIGN SUBMITTAL

-A

-2

28-APR-2022

LS101

FA441821C0038

N B2

0 S

-A

-2

-A

-2

SCALE: 1" 30'-0"1 SECOND FLOOR LIFE SAFETY PLAN

DN UP

D E G

H I J

CLASSROOM C-2

P211

CLASSROOM C-3

P215

ADV C-2

P218

CONFERENCE

P216

INSTRUCTORS -

CMR

P214

INSTRUCTORS-

CMR

P213

CLASSROOM C-1

P212

INSTRUCTORS -

RPT

P202

INSTRUCTORS -

RPT

P203

GROUP STUDY

P200

CORRIDOR

P203A

STAIR 4

P201

CORRIDOR

P205

BUILDING MGR

P206

ADV C-1

P204

STAIR 5

P210

BOOK VAULT

P207

SHREDDER

P208

MEN'S HEAD

P224

GEE DUNK

P223

WOMEN'S HEAD

P221

ELEC

P220

CLASSROOM C-10

P227

CORRIDOR

P222

INST-SI

P234

INST-SI

P236

STAIR 6

P225

CORRIDOR

P233B

OFFICE

D217

SERVER ROOM

D216

ADP

D215

1ST LT

D214

CORRIDOR

P241A

CLASSROOM C-4

P217

VEST

P221A

CER

P219

CPT

MAX 100'

CPT

MAX 100'

D : 7 3'

ETD: 136' 4"

D : 2

SERVER ROOM

P209A

OFFICE

P209

(E)FEC

(E)FEC (E)FEC (E)FEC

FEC

K L

C F

EXIT 1

209A

EXIT 3

C O R R

O R

P2 B

34548

KEY PLAN

LIFE SAFETY LEGEND

SYMBOL DESCRIPTION

SPACE OCCUPANT LOAD

EXIT OCCUPANT LOAD

EXIT SIGN

EXISTING FIRE EXTINGUISHER CABINET

EXIT 1

(E)FEC

ROOM AREA

O.L. FACTOR

O.L. OF ROOM

DOOR EGRESS WIDTH

ACTUAL EGRESS LOAD

AVAILABLE EGRESS LOAD

15036

FIRE EXTINGUISHER CABINETFEC

1 HR FIRE RATED WALL

COMMON PATH OF TRAVEL

EXIT TRAVEL DISTANCE

EXIT ARROW

EXIT ACCESS DOOR 101

EXCLUDED

OCCUPANT LOAD

AREAS

THESE AREAS ARE NOT

INCLUDED IN THE SCOPE OF

WORK. THE PURPOSE OF THIS

PLAN IS TO DOCUMENT THAT

THE EXISTING BUILDING EXITS

ARE SUFFICIENT FOR THE

EGRESS OF THE PERSONS

OCCUPYING THE RENOVATED

AREA. THE EXISTING EGRESS

FROM THE FLOOR IS NOT BEING

MODIFIED.

GENERAL NOTES

1. ALL PLAN DATA BASED ON AS-BUILT

DRAWINGS AND FIELD

MEASUREMENTS. CONTRACTOR

MUST VERIFY AND BECOME

TOTALLY FAMILIAR WITH ALL

EXISTING CONDITIONS AND

DIMENSIONS.

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|

GRAPHIC SCALE

16'4' 8'2'6'8'

SCALE: 1/8" 1'-0"

PLAN NORTH

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

C H

O N

LIT

D C H

O N A

, S C

O F T

C R

O N

A/E SEAL

D R W N

C H K B

F O R

J O

B A S E

C H A R L E S T O N

FINAL DESIGN SUBMITTAL

-A

-2

28-APR-2022

LS401

FA441821C0038

N B2

0 S

-A

-2

-A

-2

SCALE: 1/8" 1'-0"1 ENLARGED LIFE SAFETY PLAN

EXIT CAPACITY SCHEDULE

DOOR NUMBER DOOR WIDTH (IN) DOOR FACTOR ACTUAL EGRESS LOAD CAPACITY

209A 34 0.2 3 170 209 34 0.2 7 170

TOTAL 7 340

EGRESS OCCUPANT LOAD SCHEDULE

ROOM NUMBER ROOM SF OCCUPANT LOAD FACTOR TOTAL OCCUPANT LOAD

P209 548 150 4 P209A 676 300 3

TOTAL AREA 1224 TOTAL OCCUPANT LOAD 7

ARCHITECTURAL LEGEND

ROOM NAME

ARCHITECTURAL GENERAL NOTES:

1. ALL WORK MUST COMPLY WITH APPLICABLE CODES, RULES, AND REGULATION OF AGENCIES HAVING JURISDICTION AND

CONFORM TO ALL CITY, COUNTY, STATE, AND FEDERAL CONSTRUCTION, SAFETY, AND SANITARY LAWS, CODES, STATUTES, AND ORDINANCES.

2. ALL FEES, TAXES, PERMITS, APPLICATIONS, AND CERTIFICATES OF INSPECTION AND THE FILING OF ALL WORK WITH GOVERNMENT AGENCIES IS THE RESPONSIBILITY OF THE CONTRACTOR. OBTAIN ALL PERMITS AND APPROVALS

PRIOR TO COMMENCEMENT OF WORK.

3. DISTRIBUTE DRAWINGS TO ALL TRADES. ALL WORK MUST BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING REGULATIONS AND GOVERNMENT LAWS, STATUTES, OR ORDINANCES CONCERNING THE USE OF UNION LABOR. EACH TRADE IS

EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OTHER TRADES.

4. DESIGN INFORMATION SHOWN ON THE DRAWINGS PROVIDE OVERALL DIMENSIONAL PARAMETERS AND DESCRIBE ELEMENTS TO BE CONSTRUCTED. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERN OVER SMALLER SCALE DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DOCUMENTS AND MUST ADJUST DIMENSIONS AS REQUIRED TO FIT EXISTING CONDITIONS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE FOR GETTING CLARIFICATION FROM CONTRACTING OFFICER PRIOR TO

PROCEEDING WITH WORK.

5. DEMOLITION INCLUDES REMOVAL, TRANSPORT, AND DISPOSAL OF ALL WASTE MATERIAL RELATED TO THE

CONSTRUCTION OF THE PROJECT TO AN APPROVED DISPOSAL FACILITY.

6. OTHER THAN EXISTING MATERIALS SCHEDULED TO REMAIN OR BE REUSED, ALL MATERIALS MUST BE NEW, UNUSED, AND OF THE HIGHEST QUALITY UNLESS OTHERWISE NOTES. MANUFACTURED MATERIALS AND EQUIPMENT MUST BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND

INSTRUCTIONS.

7. WHERE A MANUFACTURER IS SPECIFIED AND "EQUAL TO" OR "APPROVED EQUAL" ARE USED, CONTRACTING OFFICER

MUST DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR.

8. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION OF SPECIFIED FINISHES. ALL FINISHES MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION METHOD SPECIFIED. FINISH COATS TO COMPLETELY COVER WITH NO STREAKING OR

BLEEDING OF UNDERCOATS.

9. PROVIDE ALL METAL CONNECTIONS. TYPE OF CONNECTIONS MUST BE SELECTED TO PREVENT ELECTROLYSIS.

CORROSION OF DISSIMILAR METALS. STAINLESS STEEL CONNECTIONS WITH METAL FILM DAMAGED DURING INSTALLATION SHOULD NOT BE USED TO PREVENT STAINLESS STEEL FROM BECOMING "ACTIVE". WHEN USING GALVANIZED CONNECTIONS, PROVIDE GALVANIZED TOUCH UP NECESSARY TO MAINTAIN METAL PERFORMANCE. AT ALL EXPOSED NUT TO BOLT CONNECTIONS PROVIDE A SYNTHETIC COATING AFTER FINAL TIGHTENING OF CONNECTIONS OR

PRIOR TO CONSTRUCTION COMPLETION UNLESS NOTED OTHERWISE.

ROOM NAME

101 ROOM NUMBER

EXISTING TO REMAIN (HALFTONE)

NEW WORK

DEMOLITION

KEYNOTE

DOOR TAG

WALL TAG

CEILING ASSEMBLY TAG

FLOOR FINISH TAG

WINDOW TAG

OUT OF SCOPE HATCH

STEEL HATCH

W-1

ACT-1

FLR

SDT

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

C H

O N

LIT

D C H

O N A

, S C

O F T

C R

O N

A/E SEAL

D R W N

C H K B

F O R

J O

B A S E

C H A R L E S T O N

FINAL DESIGN SUBMITTAL

-A

-2

L G

W W M

28-APR-2022

A-001

FA441821C0038

N B2

0 S

-A

-2

-A

-2

2ARCHITECTURAL ABBREVIATIONS

(E) EXISTING

ABA ARCHITECTURAL BARRIERS ACT

ACT ACOUSTICAL CEILING TILE

ADJ. ADJUSTABLE

AHU AIR HANDLING UNIT

ALUM ALUMINUM

BATT BATTERY

BLDG. BUILDING

BLK BLOCK

C.J. CONTROL JOINT

CAB CABINET

CL. CENTERLINE

CLG. CEILING

CMU CONCRETE MASONRY UNIT

CONC. CONCRETE

CONT. CONTINUOUS OR CONTACTOR

CPT CARPET

CRAC COMPUTER ROOM AIR CONDITIONING UNIT

CU CONDENSING UNIT

DIA. DIAMETER

DIST. DISTRIBUTION

DN DOWN

DS DOWNSPOUT

DWGS. DRAWINGS

EA. EACH

EPO EMERGENCY POWER OFF

EQ. EQUAL

EXT. EXTERIOR

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FIN. FINISH

FIN. CLG. FINISH CEILING

FL./FLR. FLOOR

FT. FEET

GA GUAGE

GALV. GALVANIZED

GWB GYPSUM WALL BOARD

HDW. HARDWARE

HGT. HEIGHT

HM HOLLOW METAL

HORZ. HORIZONTAL

HR HOUR

IAW IN ACCORDANCE WITH

INSUL. INSULATION

JAN JANITOR

LDS LOCAL DISCONNECT SWITCH

LLC LIMITED LIABILITY COMPANY

MAT. MATERIAL

MAX. MAXIMUM

MBC MAINTENANCE BYPASS CABINET

MFTR MANUFACTURER

MID MIDDLE

MIN. MINIMUM

MTL. METAL

NAVD NORTH AMERICA VERTICAL DATUM

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NO. NUMBER

O.C. ON CENTER

PNT PAINT

PR. PAIR

PT. PRESSURE TREATED

R.O. ROUGH OPENING

RAF RAISED ACCESS FLOOR SYSTEM

RCP REFLECTED CEILING PLAN

REINF. REINFORCE

REQD. REQUIRED

SF SQUARE FOOT

SHT. SHEET

SIM. SIMILAR

SL. SLOPE

SPD SURGE PROTECTIVE DEVICE

SPEC. SPECIFICATIONS

SS STAINLESS STEEL

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

UL UNDERWRITERS LABORATORIES

UPS UNINTERRUPTIBLE POWER SUPPLY

V.I.F. VERIFY IN FIELD

VCT VINYL COMPOSITION TILE

WWM WELDED WIRE MESH

Goose Creek, SC

SOUTH CAROLINA

EGISTERED ARCH

WILLIE W

MURPHY

04-28-22

A-201

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|

GRAPHIC SCALE

0'15' 30' 60'30'

SCALE: 1" 30'

PLAN NORTH

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

C H

O N

LIT

D C H

O N A

, S C

O F T

C R

O N

A/E SEAL

D R W N

C H K B

F O R

J O

B A S E

C H A R L E S T O N

FINAL DESIGN SUBMITTAL

-A

-2

28-APR-2022

A-002

FA441821C0038

N B2

0 S

-A

-2

-A

-2

SCALE: 1" 30'-0"1 PROJECT AREA PLAN

Goose Creek, SC

SOUTH CAROLINA

EGISTERED ARCH

WILLIE W

D E G

H I J

K L

C F

CLASSROOM A-2

P111

CLASSROOM A-3

P116

CLASSROOM A-4

P117

ADV A-1

P118

INSTR - PHYSICS

P115

INSTR - PHYSICS

P113

CLASSROOM A-1

P112

CLASS DIR

P114

CORRIDOR

P115A

GROUP STUDY

P100

STAIR 4

P101

PIPE ENTRY

P103A

SPACE

P103B

STAFF STOR

P104

STAFF STOR

P105

STAFF STOR

P106

PRINTING

P109

STAIR 5

P110

ADV A-2

P108

INSTRUCTOR -

HTFF

P136

CLASSROOM A-10

P127

MEN'S HEAD

P123

GEE DUNK

P122

WOMEN'S HEAD

P119

ELECT

P120

CORRIDOR

P143

C O R R

O R

C O R R

O R

P1 B

WAITING

D118A

CHAPLAIN

D118

STAIR 6

P125

JAN

P124

FOYER

D119

D117

CDO

D115

VESTIBULE

P119A

CER

P121

CDO HEAD

D116

C O R R

O R

MAIN ELEC ROOM

P103

MODEL ROOM

P107

KEY PLAN

GENERAL NOTES

ALL PLAN DATA BASED ON AS-BUILT

DRAWINGS AND FIELD

MEASUREMENTS. CONTRACTOR

MUST VERIFY AND BECOME

TOTALLY FAMILIAR WITH ALL

EXISTING CONDITIONS AND

DIMENSIONS.

FLOOR PLAN SHOWN FOR

REFERENCE ONLY. NO

ARCHITECTURAL DEMOLITION WORK

ON FIRST FLOOR.

WHERE ACOUSTICAL CEILING GRID

AND TILE REMOVAL IS NECESSARY

TO COMPLETE THE WORK

REQUIRED BY OTHER DISCIPLINES,

REMOVE AND STORE GRID

COMPONENTS AND TILES FOR

REINSTALLATION.

LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461

Engineers Architects|

GRAPHIC SCALE

16'4' 8'2'6'8'

SCALE: 1/8" 1'-0"

PLAN NORTH

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

SHEET OF

RECORD DRAWING DATE

CONTRACT NO.

DRAWING SIZE: ARCH D (24"x36")

C H

O N

LIT

D C H

O N A

, S C

O F T

C R

O N

A/E SEAL

D R W N

C H K B

F O R

J O

B A S E

C H A R L E S T O N

FINAL DESIGN SUBMITTAL

-A

-2

LIT

W W M

28-APR-2022

AD101

FA441821C0038

N B2

0 S

-A

-2

-A

-2

SCALE: 1/8" 1'-0"1 FIRST FLOOR DEMOLITION PLAN

Goose Creek, SC

SOUTH CAROLINA

EGISTERED ARCH

WILLIE W

KEY PLAN

D E G

H I J

AD401

CLASSROOM C-2

P211

CLASSROOM C-3

P215

CLASSROOM C-4

P217

ADV C-2

P218

CONFERENCE

P216

INSTRUCTORS -

CMR

P2…

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