Attachment G - Drawings Repair Buillding 1103.pdf

PROJECT SITE

BUILDING 1103

(BE2054M)

INBOUND

OUTBOUND

CONSTRUCTION

ENTRANCE

BASE PMO OFFICE

PWE

BUILDING

HAUL ROUTE

CONTRACTOR STAGING AREA AND

TEMPORARY CONSTRUCTION FENCE.

CONTRACTOR TO COORDINATE EXACT

LOCATION AND LIMITS OF

CONSTRUCTION FENCE AND OTHER

WORK ON OR NEAR THE

CONSTRUCTION SITE WITH BASE PM.

PROJECT SITE: REPAIR

BUILDING 1103 (BE2054M)

H A

R N

IS

C

H F

E G

E R

D R

C A P E R S S

T

MARINE CORPS

AIR STATION

GARDENS

CORNER

U.S. HWY. 17

BEAUFORT

B R

O A

D R

IV

E

R

U.S. HWY. 21

HWY.

PARRIS

ISLAND

PROJECT

Walhalla

Pickens

Bamberg

St. Matthews

Walterboro

Saluda

Edgefield

McCormick

Abbeville

Anderson

Greenwood

Laurens

Greenville

Hampton

Ridgeland

Allendale

Lexington

Barnwell

Aiken

Newberry

Union

Winnsboro

Columbia

Chester

Johnsonville

Darlington

Bennettsville

Moncks Corner

Kingstree

Florence

Charleston

St. George

Beaufort

Hartsville

Timmonsville

Bishopville

Chesterfield

Manning

Sumter

Orangeburg

Camden

Lancaster

Marion

Georgetown

Dillon

Conway

Spartanburg

Gaffney

York

Goose Creek www.cems-ae.com | PM: Jason Brawley | Project: 18154L | 843.875.3637

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SEAL

HERE

SHEET

SIZE

ISSUE DATE:

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REVISIONS

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS AIR STATION

BEAUFORT, S.C.

T.O. #

CONSTR. CONTR. NO.:

MACC.

CODE IDENT. NO. N A V F A C DRAWING NO.

IF SHEET IS LESS THAN (30"x42") IT IS A

REDUCED PRINT; SCALE ACCORDINGLY

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

PUBLIC WORKS OFFICER

NATURAL RESOURCES & ENVIRONMENTAL AFFAIRS

SAFETY DEPARTMENT

FIRE DEPARTMENT

PHYSICAL SECURITY

PUBLIC WORKS SUPERVISOR

HQMC PROJ. NO.:

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

NOT FOR CONSTRUCTION

YOUR SIGNATURE ON THIS

COVER SHEET APPROVES ALL

SHEETS ASSOCIATED WITH

THIS SET OF DRAWINGS.

NOT TO SCALE

STATE LOCATION MAP

NOT TO SCALE

VICINITY MAP

As indicated

04 MARCH 2024

M. JOHANNES

D. VON TERSCH

G-001

D. VON TERSCH

COVER SHEET

REPAIR BUILDING 1103 (BE2054M)

28675

FINAL SUBMITTAL

MCAS BEAUFORT

REPAIR BUILDING 1103

(BE2054M)

MARINE CORPS AIR STATION

BEAUFORT, SOUTH CAROLINA

FINAL SUBMITTAL

04 MARCH 2024

SCALE: NOT TO SCALE

BASE LOCATION MAP

SCALE: NOT TO SCALE

LOCATION MAP

PLAN NORTH

INDEX OF DRAWINGS

# OF

TOTAL P.W.#

SHEET

NO. SHEET TITLE

GENERAL

1 28675 G-001 COVER SHEET

STRUCTURAL

2 28676 S-001 GENERAL NOTES AND DESIGN LOADS

3 28677 S-101 DEMOLITION AND NEW WORK PLANS

4 28678 S-301 SECTIONS

5 28679 S-501 SECTIONS AND TYPICAL DETAILS

ARCHITECTURAL

6 28680 A-001 ABBREVIATIONS, SYMBOLS AND LEGENDS

7 28681 A-002 GENERAL ARCHITECTURAL NOTES

8 28682 AD101 DEMOLITION FLOOR AND ROOF PLAN

9 28683 AD201 DEMOLITION EXTERIOR ELEVATIONS

10 28684 AD901 DEMOLITION PHOTOS

11 28685 A-101 FLOOR PLAN, REFLECTED CEILING AND ROOF

PLAN

12 28686 A-201 EXTERIOR ELEVATIONS AND BUILDING

SECTIONS

13 28687 A-301 SECTIONS AND DETAILS

14 28688 A-601 SCHEDULES AND DETAILS

MECHANICAL

15 28689 M-001 LEGEND, ABBREVIATIONS, AND GENERAL

NOTES

16 28690 M-101 DEMOLITION AND NEW WORK PLANS

ELECTRICAL

17 28691 E-001 GENERAL NOTES, LEGENDS AND DETAILS

18 28692 E-101 FLOOR PLANS

19 28693 E-501 LIGHTNING PROTECTION DETAILS

TOTAL: 19

PLAN NORTH

PLAN NORTH

PLAN NORTH

SYM. DESCRIPTION DATE APP.

VAIGNEUR.CHRISTO

PHER.L.1264998332

Digitally signed by

VAIGNEUR.CHRISTOPHER.L.1264998332

Date: 2024.03.06 08:44:35 -05'00'

KOVACS.CRAIG.M.103

1393260

Digitally signed by

KOVACS.CRAIG.M.1031393260

Date: 2024.03.06 08:56:52 -05'00'

CRAFT.RICHARD.S.10

58599340

Digitally signed by

CRAFT.RICHARD.S.1058599340

Date: 2024.03.06 11:04:31 -05'00'

VIDETTO.RONALD.J.1

142994530

Digitally signed by

VIDETTO.RONALD.J.1142994530

Date: 2024.03.13 08:21:11 -04'00'

WEBB.OWEN.H.12298

42990

Digitally signed by

WEBB.OWEN.H.1229842990

Date: 2024.03.13 08:57:19 -04'00'

HOFMANN.LOTHA

R.JR.1366877076

Digitally signed by

HOFMANN.LOTHAR.JR.1366877076

Date: 2024.03.13 09:06:05 -04'00'

BEAUFORT, SOUTH CAROLINA

04 MARCH 2024

ISSUE DATE:04 MARCH 2024

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

CONSIN

A R

C H I T E C

T

-M

AR-2

www.cems-ae.com | PM: Jason Brawley | Project: 18154L | 843.875.3637

PLACE

SEAL

HERE

SHEET

SIZE

ISSUE DATE:

F

SCALE: OF

REVISIONS

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS AIR STATION

BEAUFORT, S.C.

T.O. #

CONSTR. CONTR. NO.:

MACC.

CODE IDENT. NO. N A V F A C DRAWING NO.

IF SHEET IS LESS THAN (30"x42") IT IS A

REDUCED PRINT; SCALE ACCORDINGLY

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

PUBLIC WORKS OFFICER

NATURAL RESOURCES & ENVIRONMENTAL AFFAIRS

SAFETY DEPARTMENT

FIRE DEPARTMENT

PHYSICAL SECURITY

PUBLIC WORKS SUPERVISOR

HQMC PROJ. NO.:

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

NOT FOR CONSTRUCTION

04 MARCH 2024

C. STOCKMAN

B. MINOR

S-001

E. SHIPMAN

GENERAL NOTES AND DESIGN LOADS

REPAIR BUILDING 1103 (BE2054M)

28676

FINAL SUBMITTAL

GENERAL NOTES:

1. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENT

PARTS ARE IN PLACE. THEREFORE, THE CONTRACTOR/ERECTOR SHALL

PROVIDE ALL NECESSARY SHORING AND BRACING AS REQUIRED TO ENSURE

STABILITY DURING ERECTION.

2. WHEN A DETAIL IS SHOWN ON THE STRUCTURAL DRAWINGS FOR ONE

CONDITION, IT SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS, UNLESS

NOTED OR SHOWN OTHERWISE ON THE DRAWINGS.

3. CONTRACTOR SHALL FULLY COORDINATE ALL DISCIPLINES' DRAWINGS

(INCLUDING DIMENSIONS AND ELEVATIONS) AND SHALL FULLY RESOLVE ANY

CONFLICTS PRIOR TO COMMENCING WORK.

4. FABRICATION DRAWINGS SHALL NOT BE A REPRODUCTION OF STRUCTURAL

CONTRACT DRAWINGS.

5. MISCELLANEOUS STRUCTURAL ITEMS, CONDITIONS AND/OR PIECES OF STEEL

MAY BE SHOWN ON OTHER DISCIPLINES' DRAWINGS.

6. CONTRACTOR SHALL CONSULT GOVERNMENT FOR DIRECTION SHOULD

UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE

ENCOUNTERED DURING SITE CLEARING, GRADING AND EXCAVATION.

7. DESIGN CRITERIA:

A: ROOF LIVE LOAD:

B: ATTIC LIVE LOAD (INACCESSIBLE):

C: GROUND SNOW LOAD, Pg:

D: WIND LOADS

a. ULTIMATE WIND SPEED, Vult:

b NOMINAL WIND SPEED, Vasd:

c. RISK CATEGORY:

d. WIND EXPOSURE:

e. INTERNAL PRESSURE COEFFICIENT:

f. PRESSURE COEFFICIENT ZONE WIDTH, a:

g. COMPONENTS AND CLADDING WIND PRESSURE:

E: SEISMIC LOADS

a. RISK CATEGORY:

b. SEISMIC IMPORTANCE FACTOR, Ie:

c. MAPPED SPECTRAL RESPONSE,

d. SITE CLASS:

e. DESIGN SPECTRAL RESPONSE,

f. SEISMIC DESIGN CATEGORY:

g. BASIC SEISMIC FORCE RESISTING SYSTEM:

ORDINARY REINFORCED

MASONRY SHEAR WALLS

h. RESPONSE MODIFICATION COEFFICIENT,

i. SEISMIC RESPONSE COEFFICIENT, Cs:

j. DESIGN BASE SHEAR:

k. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

20 PSF

0 PSF

5 PSF

139 MPH

108 MPH

II

C ±0.18

3.27 FT

II

1.0

SS = 0.632

S1 = 0.200 D

SDS = 0.545

SD1 = 0.293

D

R = 2 0.273

28,000 LBS

HIP ROOF WIND ZONES (7° < Θ < 45°)

2e

2r

2e

2r2r

2e 2e1 a a a a a

2r a a

-84 -130 -105 -130

-54 -67

EFFECTIVE AREA (SF)

2r 2e

ROOF

WALL

WIND ZONES

(SEE

DIAGRAMS

BELOW)

10020

-92 -111 -98 -88

-84 -124 -103 -117

-47 -52

-52 -62 a a a a

HIP ROOF WALL WIND ZONES

FOUNDATION NOTES:

1. STRUCTURAL FOUNDATION DESIGN IS BASED UPON AN ASSUMED

ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF.

2. ALL FOUNDATIONS ARE TO BEAR ON UNDISTURBED IN-SITU SOIL OR ON

TESTED STRUCTURAL BACKFILL. FILL SHALL BE PLACED IN UNIFORM LIFTS

OF NO MORE THAN 8 INCHES THICK AND COMPACTED TO 95% MODIFIED

PROCTOR VALUE FOR BACKFILL IN ACCORDANCE WITH ASTM D-1557 (THIS

INCLUDES THE LAYER OF CLEAN WASHED SAND OR STONE FOR SLABS ON

GRADE). THE MAXIMUM PARTICLE SIZE FOR FILL PLACEMENT SHALL NOT

EXCEED 2/3 OF THE LIFT THICKNESS.

3. MAINTAIN POSITIVE SURFACE DRAINAGE TO PREVENT THE ACCUMULATION

OF WATER IN EXCAVATED AREAS.

4. MATERIAL TO BE USED AS FILL SHALL BE TESTED BY AN APPROVED

TESTING LABORATORY TO DETERMINE SUITABILITY PRIOR TO BEING

PLACED.

5. REMOVE ALL ORGANIC AND DELETERIOUS MATERIAL.

6. SURFACE AREAS AT GRADE AND AREAS TO RECEIVE FILL SOILS SHALL BE

DETERMINED WITHIN ±2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE

CONTENT DETERMINED FROM THE MODIFIED PROCTOR TEST.

1. FOOTINGS:

A. EXPOSURE CLASSES:

B. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:

C. AIR CONTENT:

D. MAXIMUM WATER/CEMENTITIOUS RATIO (w/cm):

2. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

3. PROPORTION AND DESIGN CONCRETE MIXES TO RESULT IN CONCRETE

SLUMP AT POINT OF PLACEMENT NOT LESS THAN 3" AND NOT MORE THAN 5".

4. ADDITION OF WATER TO READY-MIX IN THE FIELD SHALL NOT BE ALLOWED.

5. DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF

CONCRETE IS COMPLETE. IF POUR IS TO BE DISCONTINUOUS, CONTRACTOR

SHALL USE CONSTRUCTION JOINTS.

6. CONCRETE MUST BE CURED FOR A MINIMUM 21 DAYS PRIOR TO ANY

ADHESIVE ANCHOR INSTALLATION.

7. SEE SECTION 20.5 OF ACI 318 FOR MINIMUM REINFORCEMENT PROTECTION

REQUIREMENTS.

8. SEE SPECIFICATION SECTION 03 30 00 FOR ADDITIONAL INFORMATION.

9. WHERE SPECIFIED, GROUT SHALL BE NONSHRINK, ASTM C1107 WITH

MINIMUM 4,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. PROVIDE GROUT

FLOWABILITY AS REQUIRED TO ENSURE FULL CONSOLIDATION.

10. TYPICAL CLASS B, NON-TOP BAR, REINFORCEMENT SPLICES SHALL BE AS

FOLLOWS UNLESS OTHERWISE NOTED:

CONCRETE NOTES:

LAP DISTANCE BY BAR SIZE

19"

#6

27"

#7

45"

#8

59"

MASONRY NOTES:

1. TYPICAL UNITS SHALL BE TWO-CELL TYPE UNITS AND LINTELS SHALL BE

U-SHAPED UNITS. BOND BEAM UNITS MAY BE U-SHAPED OR TWO-CELL

KNOCK-OUT BLOCKS.

2. MORTAR SHALL BE TYPE S WITH AN AVERAGE COMPRESSIVE

STRENGTH OF 1,800 PSI AT 28 DAYS CONFORMING TO ASTM C270.

3. CONCRETE MASONRY SHALL BE GRADE AS SPECIFIED BY ASTM C90.

NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNIT

SHALL BE A MIN. 2,000 PSI. MINIMUM SPECIFIED COMPRESSIVE

STRENGTH (f'm) SHALL BE 2,000 PSI PER TABLE 2 OF TMS 602-16

SPECIFICATIONS.

4. GROUT FOR USE IN MASONRY SHALL CONFORM TO ASTM C476 WITH A

MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS.

5. ALL MASONRY SHALL BE LAID IN A RUNNING BOND U.N.O.

6. SEE SPECIFICATION SECTION 04 20 00 FOR ADDITIONAL INFORMATION.

COLD-FORMED METAL TRUSS NOTES:

1. COLD-FORMED METAL TRUSSES SHALL BE DESIGNED, FABRICATED AND

INSTALLED AS INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE

AMERICAN IRON AND STEEL INSTITUTE, NORTH AMERICAN SPECIFICATION

FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS (2016

EDITION) AND AMERICAN IRON AND STEEL INSTITUTE STANDARD FOR COLD-

FORMED STEEL FRAMING - TRUSS DESIGN 2012.

2. SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A

REGISTERED ENGINEER.

3. PROVIDE HORIZONTAL BRIDGING (PERMANENT AND TEMPORARY) AS

RECOMMENDED BY THE TRUSS MANUFACTURER.

4. THE TRUSS FRAMING SHOWN IS FOR INTENT OF DESIGN PURPOSES ONLY.

FINAL FRAMING LAYOUT MAY VARY BASED UPON TRUSS MANUFACTURER'S

DESIGN.

5. COORDINATE TRUSS GIRDER BEARING POINTS WITH CMU LAYOUT.

6. ROOF TRUSSES TO BE SPACED AT 48" O.C. MAXIMUM UNLESS SHOWN

OTHERWISE.

7. TRUSS TOP CHORD MEMBERS SHALL BE 16 GA. MINIMUM.

8. MAXIMUM LIVE LOAD DEFLECTION SHALL BE SPAN/240 FOR ROOF TRUSSES.

9. TOP CORD DEAD LOAD SHOWN BELOW INCLUDES 5 PSF FOR TRUSS SELF-

WEIGHT.

10. ROOF TRUSSES SHALL BE DESIGNED FOR APPLICABLE WIND LOADS AS

INDICATED IN GENERAL NOTES, IN COMBINATION WITH LOADS SHOWN BELOW.

11. TRUSS TO TRUSS AND TRUSS TO BEARING CONNECTIONS SHALL BE

DESIGNED BY TRUSS MANUFACTURER.

12. CONTRACTOR SHALL COORDINATE WITH APPLICABLE MECHANICAL LOADS

AND CLEARANCES PRIOR TO ORDERING TRUSSES.

13. TRUSS FRAMING SHALL BE GALVANIZED IN ACCORDANCE WITH A653, G60.

14. SEE SPECIFICATION SECTION 05 40 00 FOR ADDITIONAL INFORMATION.

15. ROOF TRUSS DESIGN LOADS TO BE AS FOLLOWS:

TOP CHORD LIVE LOAD 20 PSF

TOP CHORD DEAD LOAD 10 PSF

BOTTOM CHORD DEAD LOAD 5 PSF

1. STEEL DECK SHALL BE MINIMUM 3 SPAN CONDITION WITH THE FOLLOWING

MINIMUM PROPERTIES.

ROOF:

TYPE 1.5B-36

Id+ = 0.155 in4/ft. Id- = 0.178 in4/ft. 22GA Se+ = 0.169 in3/ft. Se- = 0.179 in3/ft. Fy = 50 ksi ΦMn+ = 634 lb-ft/ft ΦMn- = 671 lb-ft/ft

2. SEE SPECIFICATION SECTION 05 30 00 FOR ADDITIONAL INFORMATION.

STEEL DECK NOTES:

DESIGN REFERENCES:

REFERENCE STANDARDS:

ACI 301-16 SPECIFICATIONS FOR STRUCTURAL CONCRETE

ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE

AISC 325-17 STEEL CONSTRUCTION MANUAL, 15TH EDITION

AISI S100-16 SPECIFICATION FOR THE DESIGN OF COLD-FORMED

STEEL STRUCTURAL MEMBERS

ASCE/SEI 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA

FOR BUILDINGS AND OTHER STRUCTURES

IBC 2021 INTERNATIONAL BUILDING CODE, 2021 EDITION

IEBC 2021 INTERNATIONAL EXISTING BUILDING CODE, 2021 EDITION

TMS 402/602-16 BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES

UFC 1-200-01 DoD BUILDING CODE, CHANGE 2, 12 JUNE 2023

UFC 3-301-01 STRUCTURAL ENGINEERING, CHANGE 1, 02 OCT 2023

UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR

BULDINGS, CHANGE 2, 30 JULY 2022

RECORD DRAWINGS:

1. RUNWAY APPROACH LIGHTING RUNWAY 04, DATED FEB 28, 1989

A

A.F.F. ABOVE FINISHED FLOOR

A.B. ANCHOR BOLT

& AND

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

@ AT

B

BM. BEAM

BLKG. BLOCKING

BOT. BOTTOM

B.O. BOTTOM OF

BRDG. BRIDGING

BLDG. BUILDING

C

CLG. CEILING

CL. CENTERLINE

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

CONN. CONNECTION

CONT. CONTINUOUS

C.J. CONTROL JOINT

COORD. COORDINATE

D

° DEGREE

DEMO. DEMOLITION

DET. DETAIL

Ø DIAMETER

DIM. DIMENSION

E

EA. EACH

E.F. EACH FACE

E.W. EACH WAY

ELEC. ELECTRICAL OR ELECTRIC

EL. ELEVATION

E.O.R. ENGINEER OF RECORD

EQ. EQUAL

EX. EXISTING

E.J. (EXP. JT.) EXPANSION JOINT

EXP. EXPANSION/EXPOSED

EXT. EXTERIOR

F

F.S. FAR SIDE

FT. FEET

FRP FIBER REINFORCED POLYMER

FIN. FINISH

F.F. FINISHED FLOOR

FLR. FLOOR

FTG. FOOTING

G

GA. GAGE OR GAUGE

GALV. GALVANIZED

Gr. GRADE

H

HORIZ. HORIZONTAL

I

IN. INCH

I.D. INSIDE DIAMETER

INT. INTERIOR

J

JT. JOINT

JST. JOIST

STRUCTURAL ABBREVIATIONS:

K

KSI KIPS/SQUARE INCH

L

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

M

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MTL METAL

MPH MILE PER HOUR

MIN. MINIMUM

MISC. MISCELLANEOUS

N

N.S. NEAR SIDE

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

NO. (#) NUMBER

O

O.C. ON CENTER

O.H. OPPOSITE HAND

O.D. OUTSIDE DIAMETER

P

PL PLATE

LBS. POUNDS

PCF POUNDS/CUBIC FOOT

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

PEMB PRE-ENGINEERED METAL

BUILDING

PT PRESSURE TREATED

PROJ. PROJECTION

R

REF. REFERENCE

RC. REINFORCED CONCRETE

REINF. REINFORCEMENT

REQ'D REQUIRED

REV. REVISIONS / REVISED

S

SECT. SECTION

SIM. SIMILAR

S.O.G. SLAB ON GRADE

SL. SLOPE

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STRUC. STRUCTURAL

T

T&B TOP & BOTTOM

T.O. TOP OF

TRANS. TRANSVERSE

TYP. TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

V

V.I.F. VERIFY IN FIELD

VERT. VERTICAL

W

WWR WELDED WIRE

REINFORCEMENT

W/ WITH

W/O WITHOUT

WP WORKING POINT

STRUCTURAL STEEL:

1. 3/4" DIAMETER BOLTS SHALL BE USED IN ALL STRUCTURAL STEEL BOLTED CONNECTIONS

UNLESS NOTED OTHERWISE. TIGHTEN BOLTS TO TENSION REQUIRED BY AISC.

2. ANCHOR RODS SHALL BE ASTM F1554 Gr. 36, THREADED ON EACH END, WITH HEAVY HEX

NUT AND WASHER AT EACH END UNLESS OTHERWISE NOTED. MINIMUM ANCHOR ROD

LENGTH AND DIAMETER SHALL BE SPECIFIED ON SHEET S-501.

3. ALL WELDED CONSTRUCTION SHALL BE IN ACCORDANCE WITH AWS D1.1 AND AISC.

4. WELDING SHALL BE PERFORMED ONLY BY OPERATORS QUALIFIED BY THE AWS

STANDARD QUALIFICATION PROCEDURE TO PERFORM THE PARTICULAR TYPE OF WORK

REQUIRED.

5. MEMBERS IN FINISHED STRUCTURE, INCLUDING LINTELS AND MECHANICAL EQUIPMENT

SUPPORT FRAMES SHALL BE GALVANIZED AFTER FABRICATION.

6. STEEL BELOW GRADE SHALL BE PROTECTED BY A MINIMUM OF 3" OF CONCRETE OR 4" OF

MASONRY.

7. GROUT UNDER BEARING PLATES SHALL BE OF NON-SHRINK, NON-METALLIC COMPOSITION.

8. NO SPLICES IN STRUCTURAL FRAMING MEMBERS ARE PERMITTED EXCEPT AS INDICATED

OR APPROVED.

9. STRUCTURAL STEEL SHALL BE AS FOLLOWS:

A. W-SHAPES ASTM A992

B. PLATES, ANGLES, CHANNELS, MISC. STEEL ASTM A36

C. HSS ASTM A1085

D. BOLTS, TENSION CONTROL ASTM F3125, Gr. F1852-X

E. WELDING ELECTRODE E70XX

F2,S0,W1,C1 f'c = 4,500 psi

(SEE SPECS)

0.45

BAR

#3

LAP DISTANCE BY BAR SIZE

CMU

12.0"

#4

12.2"

#5

19.5"

#6

28.5"8" CMU

12.0" 12.0" 12.4" 18.0"12" CMU

4,500f'c (PSI)

#5#4

16"

SYM. DESCRIPTION DATE APP.

ISSUE DATE:04 MARCH 2024

No. 29581

S

O

UT

H CAROL IN

A

B

R A D L E Y W. M I N

O

R

L I C E N S E D

P

RO

FESS I ONA L

E N G I N E E R

-M

AR-2

NEW CMU WALL

EXISTING CMU WALL

EXISTING FOOTING

HSS 8x4x1/4

13'-8 1/8"

INDICATES TOP OF HSS8x4x1/4

ELEVATION IS 13'-8 1/8" AFF

S-501

21'-8" 17'-4" ±

39'-4" ±

S3

S2

S4

S1

S4

S17

3'-0"

DS1

S4

39'-4" ±

7'-4" ±

DS2

S12

S13

S15 S4

3'-0"

39'-4"

21'-8"

S-301

S-301

S-301

S5 S5

S6

S7

S7S7

S10

S10

S10

S10

S2

S14

S16 S16

S6

S6

S5

S-501

S18

S-301

S-301

S-301

S-301

H

IP

T R U S S

H

IP

TR

U S S

H

IP

T R U S S

H

IP

TR

U S S

G

IR

D E

R T

R U

S S

G

IR

D E

R T

R U

S S

S-301

21'-8"

S-301

S2

S8

HSS8x4x1/4

13' - 8 1/8"

S6

S8

S11

S14

S11

(BELOW)

S9 S9

S9S9

S9

H S

S x x /4

/8

S9

S9

S9

S9

2'-8" 2'-8" 2'-8" 3'-4" 3'-4" 2'-8" 2'-8" 2'-8"

1.5B-36 ROOF DECK

www.cems-ae.com | PM: Jason Brawley | Project: 18154L | 843.875.3637

GRAPHIC SCALE

0 2' 4' 8'12"

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

LEGEND

GENERAL NOTES

SHEET KEYNOTES

PLACE

SEAL

HERE

SHEET

SIZE

ISSUE DATE:

F

SCALE: OF

REVISIONS

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS AIR STATION

BEAUFORT, S.C.

T.O. #

CONSTR. CONTR. NO.:

MACC.

CODE IDENT. NO. N A V F A C DRAWING NO.

IF SHEET IS LESS THAN (30"x42") IT IS A

REDUCED PRINT; SCALE ACCORDINGLY

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

PUBLIC WORKS OFFICER

NATURAL RESOURCES & ENVIRONMENTAL AFFAIRS

SAFETY DEPARTMENT

FIRE DEPARTMENT

PHYSICAL SECURITY

PUBLIC WORKS SUPERVISOR

HQMC PROJ. NO.:

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

NOT FOR CONSTRUCTION

PLAN NORTH

1/4" = 1'-0"

04 MARCH 2024

C. STOCKMAN

B. MINOR

S-101

E. SHIPMAN

DEMOLITION AND NEW WORK PLANS

REPAIR BUILDING 1103 (BE2054M)

28677

FINAL SUBMITTAL

DS1 EXISTING 18"+/- THICK CONCRETE SLAB MAY BE

LOCATED ELSEWHERE ON SITE.

DEMOLISH/REMOVE FROM SITE. COORDINATE

WITH ARCHITECTURAL DEMOLITION SHEETS.

DS2 DEMOLISH EXISTING SLAB AS REQUIRED FOR

NEW COLUMN FOUNDATION.

S1 24" DIA. x 5'-4" CONCRETE PEDESTAL.

S2 HSS6x6x3/8 STEEL COLUMN.

S3 8" CMU WALL INFILL AT EXISTING LOUVER (SEE

S-501).

S4 EXISTING 4" SLAB ON GRADE WITH 12"

THICKENED SLAB EDGE.

S5 24" x 24" OPENINGS IN EXISTING CMU WALLS

FOR MECHANICAL EXHAUST. ADJUST OPENING

AS REQUIRED TO INSTALL THROUGH

UNGROUTED CELLS (SEE NOTES ON SECTION

5/S-301).

S6 EXISTING 8" CMU WALL.

S7 EXISTING STEEL JOISTS.

S8 PRE-ENGINEERED COLD-FORMED METAL

TRUSSES AT 48" O.C. MAX U.N.O. TRUSS TO

SUPPORTING STRUCTURE CONNECTIONS SHALL

BE DESIGNED BY TRUSS MANUFACTURER.

S9 COLD-FORMED METAL EAVE, HIP, AND RIDGE

MEMBERS. MEMBERS AND CONNECTIONS TO

TRUSSES BY MANUFACTURER.

S10 PROVIDE SHEET METAL CAP ATOP CURB OF

EXISTING EXHAUST FAN OPENING. COORDINATE

WITH ARCH.

S11 BEAM CONNECTION TO EXISTING CMU WALL.

REFER TO SECTIONS ON S-301.

S12 EXISTING GENERATOR PAD TO REMAIN.

S13 EXISTING SUMP TO REMAIN.

S14 NEW 8" CMU WALL. REFER TO SECTIONS.

S15 EXISTING LOUVER OPENING TO REMAIN.

S16 SEE S-501 FOR TYPICAL CMU REINFORCEMENT

AND NEW TO EXISTING PARAPET CONNECTION.

S17 INFILL WITH 12" CONCRETE SLAB ON GRADE.

REFER TO SECTION ON S-501.

S18 NEW ANTENNA MOUNTING BRACKET. SEE

ARCHITECTURAL AND ELECTRICAL FOR

ADDITIONAL INFORMATION.

1. ALL EXISTING CONDITIONS PER ORIGINAL

DOCUMENTS AND NON-DESTRUCTIVE

OBSERVATION.

2. COORDINATE DEMOLITION WITH

ARCHITECTURAL DRAWINGS.

3. DO NOT CUT ANY EXISTING STRUCTURAL

MEMBERS UNLESS DIRECTLY AUTHORIZED BY

ENGINEER OF RECORD.

4. PROVIDE INTERMEDIATE COLD-FORMED

MEMBERS SUCH THAT THE NEW DECK SPANS 48"

MAX.

SCALE: 1/4" = 1'-0"2

NEW WORK FOUNDATION PLAN

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

ATTIC FRAMING PLAN

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

ROOF FRAMING PLAN

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

DEMOLITION FOUNDATION PLAN

SYM. DESCRIPTION DATE APP.

ISSUE DATE:04 MARCH 2024

No. 29581

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EXISTING 8" CMU WALL

EXISTING STEEL JOIST

EXISTING STEEL DECK

EXISTING 8" CMU BOND

BEAM (FIELD VERIFY)

CONT. 2"x6"±x4"x54 MIL COLD-

FORMED EAVE BENT PLATE

PER TRUSS MANUFACTURER

STANDING SEAM METAL ROOF.

REFER TO ARCH. DRAWINGS

1 -1/2" STEEL DECK FASTENED

TO TRUSSES PER S-501

8" CMU WALL WITH #5 @ 24" O.C.

VERT. FILL REINF. CELLS WITH

GROUT AND HORIZ. W1.7 LADDER

REINF. @ 16" O.C.

8" DEEP CMU BOND

BEAM WITH (2) #5 CONT.

DRILL AND ADHESIVE 5" INTO

EXISTING CMU BOND BEAM

WITH SIMPSON SET-3G

BEARING PLATE (SEE S-501)

TRUSS TO STEEL

CONNECTIONS (NOT SHOWN)

BY TRUSS MANUFACTURER

TRUSS BEARING

13' - 8 1/8"

6"x14"±x3"x54 MIL BENT PLATE

BETWEEN ALL TRUSSES (VERT.

LEG LENGTH DEPENDENT ON

FINAL TRUSS PROFILE)

#12 SCREWS AT 6" O.C.

1/16 1-1/2

1/16 1-1/2 BENT PL,

EA END

2'-0"

EXISTING 8" CMU WALL

VERTICALLY REINFORCED

AND GROUTED AT 32" O.C.

EXISTING 8" BOND BEAM

CONT. 2"x6"±x4"x54 MIL COLD-

FORMED EAVE BENT PLATE

PER TRUSS MANUFACTURER

STANDING SEAM METAL ROOF. REFER

TO ARCHITECTURAL DRAWINGS

1-1/2" STEEL DECK FASTENED TO

TRUSSES PER S-501

EXISTING STEEL JOIST

TRUSS TO STEEL CONNECTIONS

BY TRUSS MANUFACTURER

FULLY GROUTED

EXISTING PARAPET WALL

TRUSS BEARING

13' - 8 1/8"

SEE S-501 FOR PLATE TO

CMU CONNECTION

EXISTING WALL BEYOND

MECHANICAL EQUIPMENT

NOT SHOWN

SEE SECTION 2 THIS SHEET FOR

BENT PLATE AND ATTACHMENT

EXISTING STEEL JOIST

EXISTING STEEL DECK

EXISTING 8" CMU WALL

VERTICALLY REINFORCED

AND GROUTED AT 32" O.C.

EXISTING 8" BOND BEAM

STANDING SEAM METAL ROOF.

REFER TO ARCH. DRAWINGS

1-1/2" STEEL DECK FASTENED TO

TRUSSES PER S-501

TRUSS TO STEEL CONNECTIONS

BY TRUSS MANUFACTURER

FULLY GROUTED

EXISTING PARAPET WALL

CONT. 2"x6"±x4"x54 MIL COLD-

FORMED EAVE BENT PLATE

PER TRUSS MANUFACTURER 6

M

IN

TRUSS BEARING

13' - 8 1/8"

TOP OF EX. BOND BEAM

11' - 4"

SEE S-501 FOR PLATE TO

CMU CONNECTION

SEE SECTION 2 THIS SHEET FOR

BENT PLATE AND ATTACHMENT

SEE ARCH. FOR SOFFIT

CONSTRUCTION (NOT SHOWN), TYP.

EXISTING STEEL JOIST

EXISTING STEEL DECK

EXISTING 8" BOND BEAM

STEEL BEAM. REFER TO PLAN

CONT. 2"x6"±x4"x54 MIL

COLD-FORMED EAVE

BENT PLATE PER TRUSS

MANUFACTURER

STANDING SEAM METAL ROOF.

REFER TO ARCH. DRAWINGS

1-1/2" STEEL DECK FASTENED TO

TRUSSES PER S-501

SEE S-501 FOR PLATE TO

CMU CONNECTION

TRUSS TO STEEL CONNECTIONS

BY TRUSS MANUFACTURER

FULLY GROUTED

EXISTING PARAPET WALL

TRUSS BEARING

13' - 8 1/8"

TOP OF EX. BOND BEAM

11' - 4"

SEE SECTION 2 THIS SHEET FOR

BENT PLATE AND ATTACHMENT

COLD-FORMED METAL

TRUSSES, SEE PLAN (TYP.)

SEE ARCH. FOR SOFFIT

CONSTRUCTION (NOT

SHOWN), TYP.

EXISTING 8" CMU WALL

VERTICALLY REINFORCED AND

GROUTED AT 32" O.C. EXISTING STEEL JOIST

EXISTING STEEL DECK

EXISTING 8" BOND BEAM

EXISTING ROOFING TO

REMAIN. REFER TO ARCH.

DRAWINGS.

SELECTIVELY REMOVE

EXISTING ROOFING AND DECK

FOR NEW CMU WALL. REFER TO

ARCH. DRAWINGS

DEMOLISH EXISTING PRESSURE

TREATED LUMBER AT TOP OF

EXISTING CMU WALL. REFER TO

ARCH. DRAWINGS

8" +/-

TOP OF EX. BOND BEAM

11' - 4"

EXISTING STEEL JOIST

EXISTING STEEL DECK

EXISTING 8" CMU WALL

VERTICALLY REINFORCED

AND GROUTED AT 32" O.C.

EXISTING 8" BOND BEAM

DEMOLISH EXISTING PRESSURE

TREATED LUMBER AT TOP OF

EXISTING CMU WALL. REFER TO

ARCH. DRAWINGS

EXISTING ROOFING TO

REMAIN. REFER TO ARCH.

DRAWINGS.

FULLY GROUTED EXISTING

PARAPET WALL

TOP OF EX. BOND BEAM

11' - 4"

SELECTIVELY DEMOLISH 24"x24"

OPENING IN EXISTING UNGROUTED

CMU CELLS FOR NEW FAN. CUT

OPENING IN COURSE DIRECTLY

BELOW EXISTING BOND BEAM. DO

NOT CUT EXISTING VERTICAL

REINFORCEMENT OR GROUTED CELL. EXISTING 8" BOND BEAM

DEMOLISH EXISTING PRESSURE

TREATED LUMBER AT TOP OF

EXISTING CMU WALL. REFER TO

ARCH. DRAWINGS

EXISTING STEEL JOIST

EXISTING STEEL DECK

EXISTING ROOFING TO

REMAIN. REFER TO

ARCHITECTURAL DRAWINGS.

FULLY GROUTED EXISTING

PARAPET WALL

EXISTING 8" CMU WALL

VERTICALLY REINFORCED AND

GROUTED AT 32" O.C.

TOP OF EX. BOND BEAM

11' - 4"

EXISTING STEEL JOIST

EXISTING STEEL DECK

EXISTING 8" BOND BEAM

1/4

1/4

CONT.STEEL BEAM.

REFER TO PLAN

STEEL COLUMN.

REFER TO PLAN

PL3/8x5x1'-8" WITH (2) 5/8Ø

THREADED ROD WITH

SET-3G ADHESIVE WITH 5"

MINIMUM EMBEDMENT

STANDING SEAM METAL ROOF. REFER

TO ARCHITECTURAL DRAWINGS

PROVIDE 1/4" CAP

PLATE CONT. WELDED

TO TOP OF COLUMN

TOP OF EX. BOND BEAM

11' - 4"

TRUSS TO STEEL CONNECTIONS (NOT

SHOWN) BY TRUSS MANUFACTURER (TYP.)

3/8" STIFFENER PLATE

EACH HSS TUBE WALL

www.cems-ae.com | PM: Jason Brawley | Project: 18154L | 843.875.3637

GRAPHIC SCALE

1' 2'12"

SCALE: 1"=1'-0"

PLACE

SEAL

HERE

SHEET

SIZE

ISSUE DATE:

F

SCALE: OF

REVISIONS

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS AIR STATION

BEAUFORT, S.C.

T.O. #

CONSTR. CONTR. NO.:

MACC.

CODE IDENT. NO. N A V F A C DRAWING NO.

IF SHEET IS LESS THAN (30"x42") IT IS A

REDUCED PRINT; SCALE ACCORDINGLY

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

PUBLIC WORKS OFFICER

NATURAL RESOURCES & ENVIRONMENTAL AFFAIRS

SAFETY DEPARTMENT

FIRE DEPARTMENT

PHYSICAL SECURITY

PUBLIC WORKS SUPERVISOR

HQMC PROJ. NO.:

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

NOT FOR CONSTRUCTION

1" = 1'-0"

04 MARCH 2024

C. STOCKMAN

B. MINOR

S-301

E. SHIPMAN

SECTIONS

REPAIR BUILDING 1103 (BE2054M)

28678

FINAL SUBMITTAL

SCALE: 1" = 1'-0"

S-101 2

NEW WORK SECTION

SCALE: 1" = 1'-0"

S-101 6

NEW WORK SECTION

SCALE: 1" = 1'-0"

S-101 4

NEW WORK SECTION

SCALE: 1" = 1'-0"

S-101 7

SECTION

1" = 1'-0"

DEMOLITION SECTION

1" = 1'-0"

DEMOLITION SECTION

1" = 1'-0"

DEMOLITION SECTION

SCALE: 1" = 1'-0"

S-101 8

SECTION

SYM. DESCRIPTION DATE APP.

ISSUE DATE:04 MARCH 2024

No. 29581

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36/7 PATTERN W/ #12 SCREWS

INTO SUPPORT MEMBERS

SECTION VIEW

EDGE/EAVE

SUPPORT

MEMBER BELOW

SUPPORT

MEMBER

BELOW, TYP.

1.5B-36 STEEL

DECK

SIDELAP

CONNECTION

W/ (2) #10

SCREWS

SUPPORT

MEMBER

GENERAL NOTES:

1. STEEL ROOF DECK SHALL BE

GALVANIZED 1.5B-36, 22 GA. DECKING.

ROOF DECK SHALL BE CONTINUOUS

OVER 3 OR MORE SPANS.

2. ATTACH DECK TO SUPPORT MEMBERS

AS SHOWN USING 36/7 PATTERN W/ #12

SCREWS IN SUPPORT & #10 SCREWS

FOR SIDELAP.

3. DECKING PROPERTIES ARE SPECIFIED

ON THE STRUCTURAL GENERAL NOTES

SHEET S-001.

4. FIELD VERIFY ALL DIMENSIONS PRIOR

TO FABRICATION.

5. SCREWS SHALL BE SELF-DRILLING,

SELF-TAPPING.

PLAN VIEW

TRUSS

BLOCKING

BELOW

#12 SCREWS AT

6" O.C. INTO

EDGE MEMBERS

HOLE FOR

3/4"Ø ROD

5/8" BASE PLATE 1 1/2" 1 1/2"

/2

/2

1'-0"

1/4

HSS 6x6

M

IN

M

IN

HEAVY HEX-NUT & WASHER

HEAVY HEX LEVELING NUT

BASE PLATE

1 1/2"± NON-METALLIC,

NON-SHRINK GROUT

3/4"Ø ASTM F1554

THREADED ANCHOR ROD

HEAVY HEX NUT & WASHER

TACK

WELD 2

PLACES

HSS COLUMN. REFER TO PLAN

BASE PLATE

NON-SHRINK GROUT LEVELING BED

(3) - #3 CIRCULAR TIES WITHIN TOP 5" OF

CONC. WITH 8" MIN. OVERLAPS

(STAGGER LAPS 180 DEGREE OPPOSITE

ALTERNATING)

CIRCULAR #3 TIES @12" OC WITH 8" MIN. OVERLAP

(STAGGER LAPS 180 DEGREE ALTERNATING

18" CIRCULAR REINFORCING CAGE

GRADE

HORIZ. ANCHOR ROD

SUPPORT TOP AND BOTTOM

(SECURE WITH TIES)

3/4" CHAMFER

M

IN

2'-0" Ø

(8) #6 VERT. EVENLY SPACED

EXISTING TURNDOWN

SLAB EDGE

2' - 4"

TOP OF PIER

12" CONCRETE SLAB WITH #3 @ 12" O.C. AND

#3 x 12" LONG DOWELS AT 12" O.C.

1/2" EXPANSION MATERIAL

4"

ADD SECOND DOWEL AT

EXISTING TURNDOWN

Level 1 0' - 0"

8" CMU WALL WITH #5 @ 24" O.C.

VERTICAL. FILL REINF. CELLS

WITH GROUT AND HORIZ. W1.7

LADDER REINF. @ 16" O.C.

REINFORCE 2 CELLS OF CMU AT END OF

WALL. FILL CELLS WITH GROUT

EXISTING GROUTED PARAPET WALL

NEW #3 WITH 180° HOOK (2 PER END).

PROVIDE 5" EMBED INTO EXISTING GROUTED

CELL WITH SIMPSON SET 3G ADHESIVE

EXISTING CMU WALL

8" CMU INFILL

4'-0" +/-

/- CMU BOND BEAM WITH (2) #5

ADHESIVE BARS INTO EXISTING CMU

6" MIN.

EXISTING LINTEL

EXISTING CONCRETE FOUNDATION

ANCHOR BARS 5" MIN. INTO

EXISTING LINTEL WITH ADHESIVE

PROVIDE DOWELS AS REQUIRED

AND LAP PER S-001

#5 VERT. FROM TOP OF NEW

FOOTING TO EXISTING LINTEL. FILL

CELLS WITH GROUT

GROUT EXISTING CELLS

BELOW OPENING

1 1/2" 10" 6" 1 1/2"

SECTION VIEWPLAN VIEW

TRUSS ABOVE.

TRUSS TO STEEL CONNECTION (NOT

SHOWN) BY TRUSS MANUFACTURER

EXISTING GROUTED

8" CMU PARAPET

(3) 5/8Ø THREADED ROD WITH

SET-3G ADHESIVE WITH 5"

MINIMUM EMBEDMENT. INSTALL (1)

INTO TOP OF EXISTING CMU WALL

AND (2) INTO FACE OF CMU WALL.

M

IN

BENT PL3/8x14x1'-7"

" 8

CMU BOND BEAM

3/8" THICK STEEL BEARING

PLATE W/ 1/2"Ø x 6" HEADED

ANCHOR STUDS

COLD-FORMED METAL

TRUSS, SEE PLAN

5"

5" 5"

/2

/2

2 1/2"

4" 1 1/2"

TYP. TRUSS BEARING

1. SEE DETAILS BELOW FOR PLATE DIMENSIONS AND NUMBER OF ANCHORS

2. ENSURE FULL BEARING ON GROUT FILL

NOTES:

TRUSS,

SEE PLAN

CORNER TRUSS BEARING

8"

TRUSS,

SEE PLAN

TRUSS TO PLATE CONNECTION

BY TRUSS SUPPLIER. DESIGN

FOR CALCULATED TRUSS UPLIFT

AND 500 LB WIND FORCE

NORMAL TO WALL

PL3/8"x0'-6"x6" WITH (4) 1/4"Ø

THRU BOLTS, TYP

HSS3x3x1/4, TYP

RELOCATED ANTENNA.

REFER TO ELEC DRAWINGS

EXISTING 8" CMU WALL

VERTICALLY REINFORCED

AND GROUTED AT 32" O.C.

EXISTING STEEL JOIST

ANTENNA, PIPE AND

ATTACHMENT TO

PLATE BY OTHERS

3/16

TYP

PL3/8"x0'-6"x6", TYP

FULLY GROUTED EXISTING

PARAPET WALL

M

IN

EAVE AND ROOF NOT SHOWN

COORD. WITH ARCH. AND ELEC. DWGS

3'-0" ± www.cems-ae.com | PM: Jason Brawley | Project: 18154L | 843.875.3637

GRAPHIC SCALES

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

1'12" 6"

1' 2'12"

SCALE: 1"=1'-0"

PLACE

SEAL

HERE

SHEET

SIZE

ISSUE DATE:

F

SCALE: OF

REVISIONS

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS AIR STATION

BEAUFORT, S.C.

T.O. #

CONSTR. CONTR. NO.:

MACC.

CODE IDENT. NO. N A V F A C DRAWING NO.

IF SHEET IS LESS THAN (30"x42") IT IS A

REDUCED PRINT; SCALE ACCORDINGLY

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

PUBLIC WORKS OFFICER

NATURAL RESOURCES & ENVIRONMENTAL AFFAIRS

SAFETY DEPARTMENT

FIRE DEPARTMENT

PHYSICAL SECURITY

PUBLIC WORKS SUPERVISOR

HQMC PROJ. NO.:

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

NOT FOR CONSTRUCTION

As indicated

04 MARCH 2024

C. STOCKMAN

B. MINOR

S-501

E. SHIPMAN

SECTIONS AND TYPICAL DETAILS

REPAIR BUILDING 1103 (BE2054M)

28679

FINAL SUBMITTAL

SCALE: NOT TO SCALE1

STEEL DECK FASTENING DETAIL

SCALE: NOT TO SCALE4

BASE PLATE DETAIL

SCALE: NOT TO SCALE3

ANCHOR ROD DETAIL (LEVELING NUT)

SCALE: 1" = 1'-0"

S-101 8

SECTION

1" = 1'-0"

TYPICAL CMU REINFORCEMENT

SCALE: 1" = 1'-0"2

CMU INFILL AT EXISTING LOUVER

SCALE: 1 1/2" = 1'-0"7

PLATE TO EXISTING CMU CONNECTION

SCALE: 1 1/2" = 1'-0"6

TRUSS BEARING PLATE DETAIL

SCALE: 1" = 1'-0"

S-101 9

ANTENNA MOUNTING BRACKET

SYM. DESCRIPTION DATE APP.

ISSUE DATE:04 MARCH 2024

No. 29581

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GRAPHIC SYMBOLS LEGEND:

REVISION NUMBER

LIMIT OF REVISION AREA

REVISION CLOUD AND NUMBER

INDICATOR

DRAWING VIEW TITLE

DRAWING VIEW SCALE

DRAWING VIEW NUMBER

DRAWING TITLE INDICATOR

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

LIMIT OF ENLARGED AREA

ENLARGED DETAIL/AREA INDICATOR

DIRECTION OF CUTTING PLANE

DETAIL NUMBER

LINE OF CUTTING PLANE

WALL/BUILDING SECTION INDICATOR

SHEET DETAIL IS LOCATED ON

LIMIT OF CUTTING PLANE

DETAIL NUMBER

DIRECTION OF ELEVATION

EXTERIOR ELEVATION INDICATOR

SHEET DETAIL IS LOCATED ON

DETAIL NUMBER

DIRECTION OF ELEVATION

INTERIOR ELEVATION INDICATOR

SHEET DETAIL IS LOCATED ON

DRAWING SCALE INDICATOR

164 8268

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

GRAPHIC SCALE

NORTH ARROW

A101

A1

A101

A1

A101

A1

PLAN NORTH

KEYNOTE INDICATORS

SHEET KEYNOTEDA1

PLAN NORTH ARROW

TRUE NORTH ARROW

LEVEL NAME

LEVEL INDICATOR

LEVEL NAME

0'-0" ELEVATION HEIGHT

A101

SIM

ELEMENT INDICATORS

DOOR IDENTIFICATION TAG

WINDOW IDENTIFICATION TAG

PARTITION TYPE TAG

M8A.1sa

A1 View Name

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

A-101

MATCHLINE INDICATOR

MATCH LINE

SEE 1/ A101 VIEW NUMBER AND SHEET

OTHER PART OF PLAN IS ON

MATCHLINE STYLE

SIGNAGE TAG1i

ROOM TAG

ROOM NAME

ROOM NUMBER

ROOM SQUARE FOOTAGE

FURNITURE TAG

FURNITURE IDENTIFICATION TAG

Room name

150 SF

1i

FINISH TAG

FINISH IDENTIFICATION TAG1i

NEW CONSTRUCTION (BLACK SOLID, DASHED,

AND CENTERLINE LINEWORK

EXISTING CONSTRUCTION TO REMAIN (GRAY

SHADED SOLID, DASHED, AND CENTERLINE

LINEWORK)

LINEWORK LEGEND:

AS INDICATED ON NEW WORK DRAWINGS:

EXISTING CONSTRUCTION TO REMAIN (GRAY

SHADED SOLID, DASHED AND CENTERLINE

LINEWORK)

DEMOLITION WORK (BLACK DASHED LINEWORK)

AS INDICATED ON DEMOLITION DRAWINGS:

FIRE RATED LEGEND:

30 MINUTE FIRE RATED PATTERN AND

LINEWORK APPLIED TO ALL APPLICABLE WALLS

1 HOUR FIRE RATED PATTERN AND LINEWORK

APPLIED TO ALL APPLICABLE WALLS

2 HOUR FIRE RATED PATTERN AND LINEWORK

APPLIED TO ALL APPLICABLE WALLS

NEW

IN SECTION IN SECTION

MATERIALS LEGEND:

EXISTING TO REMAIN

ACT CEILING

METAL PANEL

CEILING

EARTH

CONCRETE/GROUT

MASONRY

FACE BRICK

WOOD

RIGID INSULATION

BATT INSULATION

SAND / E.I.F.S. /

PLASTER / STUCCO /

GYPSUM BOARD

STEEL

PLYWOOD

IN ELEVATION IN ELEVATION

GRAVEL / STONE

FILL

DEMOLITIONMATERIALS

www.cems-ae.com | PM: Jason Brawley | Project: 18154L | 843.875.3637

GENERAL NOTES

PLACE

SEAL

HERE

SHEET

SIZE

ISSUE DATE:

F

SCALE: OF

REVISIONS

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS AIR STATION

BEAUFORT, S.C.

T.O. #

CONSTR. CONTR. NO.:

MACC.

CODE IDENT. NO. N A V F A C DRAWING NO.

IF SHEET IS LESS THAN (30"x42") IT IS A

REDUCED PRINT; SCALE ACCORDINGLY

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

PUBLIC WORKS OFFICER

NATURAL RESOURCES & ENVIRONMENTAL AFFAIRS

SAFETY DEPARTMENT

FIRE DEPARTMENT

PHYSICAL SECURITY

PUBLIC WORKS SUPERVISOR

HQMC PROJ. NO.:

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

NOT FOR CONSTRUCTION

As indicated

04 MARCH 2024

M. JOHANNES

D. VON TERSCH

A-001

D. VON TERSCH

ABBREVIATIONS, SYMBOLS AND LEGENDS

REPAIR BUILDING 1103 (BE2054M)

28680

FINAL SUBMITTAL

A

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

ACC ACCESSIBLE

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADMIN ADMINISTRATION

ADS AUTOMATIC DOOR SEAL

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ALUM ALUMINUM

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWI ARCHITECTURAL WOODWORKING

INSTITUTE

AWT ACOUSTICAL WALL TREATMENT

B

BD BOARD

BF BOTH FACES

BFF BELOW FINISH FLOOR

BHMA BUILDERS HARDWARE

MANUFACTURERS ASSOCIATION

BITUM BITUMINOUS

BKG BACKING

BLDG BUILDING

BLKHD BULKHEAD

BLKT BLANKET

BLW

CLG

BELOW CEILING

BM BEAM

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BS BOTH SIDES

BU BUILT-UP

BUR BUILT-UP ROOFING

C

C CHANNEL

C TO C CENTER TO CENTER

C&P CARPET AND PAD

CAB CABINET

CB CERAMIC BASE

CD CONSTRUCTION DOCUMENTS

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR

INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER

INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CG CORNER GUARD

CH BD CHALKBOARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CM CENTER MATCHED

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

D

D-B DESIGN-BUILD

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG (DOOR, WINDOW)

DHW DOUBLE HUNG WINDOWS

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFERENCE

DIM DIMENSION

DISP DISPENSER

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR

OPNG

DOOR OPENING

DRH DOOR HOLDER

DRLV DOOR LOUVER

DRST DOOR STOP

DS DOWNSPOUT

DT DR DUTCH DOOR

DW DISHWASHER

DWG DRAWING

ARCHITECTURAL ABBREVIATIONS:

E

E EAST

EA EACH

EE EACH END

EF EACH FACE

EGSB EXTERIOR GYPSUM SHEATHING

BOARD

EHD ELECTRIC HAND DRYER

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEV ELEVATOR

EM EXPANDED METAL

ENGR ENGINEER

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESCAL ESCALATOR

ETC ET CETERA

ETR EXISTING TO REMAIN

EVAC EVACUATE

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXH FN EXHAUST FAN

EXH HD EXHAUST HOOD

EXHV EXHAUST VENT

EXP EXPANSION

EXST EXISTING

EXT EXTERIOR

EXT GR EXTERIOR GRADE

F

F FEMALE

FA FIRE ALARM

FAB FABRIC

FAS FASCIA

FAS BD FASCIA BOARD

FC FILE CABINET

FC BRK FACE BRICK

FCTY FACTORY

FD FLOOR DRAIN

FDR FIRE DOOR

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF&E FURNITURE, FIXTURE, AND

EQUIPMENT

FFA FROM FLOOR ABOVE

FFB FROM FLOOR BELOW

FGL FIBERGLASS

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FLASH FLASHING

FLDG FOLDING

FLG FLOORING

FLMT FLUSH MOUNT

FLOUR FLOURESCENT

FO FINISHED OPENING

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FR FIRE RESISTANT

FRA FIRE RATED ASSEMBLY

FRP FIBERGLASS REINFORCED PLASTIC

FT FEET

FTD FACIAL TISSUE DISPENSER

FTG FOOTING

FURN FURNITURE

G

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GDR GUARD RAIL

GF/CI GOVERNMENT

FURNISHED/CONTRACTOR

INSTALLED

GF/GI GOVERNMENT

FURNISHED/GOVERNMENT

INSTALLED

GL GRIDLINE

GL BLK GLASS BLOCK

GLZ GLAZING

GOVT GOVERNMENT

GP GROUP

GPC GYPSUM PLASTER CEILING

GPM GALLONS PER MINUTE

GR FL GROUND FLOOR

GRAN GRANITE

GSB GYPSUM SHEATHING BOARD

GT GROUT

GUT GUTTER

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP

PLAS

GYPSUM PLASTER

H

H HATCH (ROOF)

H HIGH

HB HOSE BIBB

HC HANDICAP

HC HOLLOW CORE

HCP HANDICAPPED

HCWD HOLLOW CORE WOOD DOOR

HD HAND DRYER

HDW HARDWARE

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HS HAND SINK

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

I

ID INSIDE DIAMETER

IF INISIDE FACE

IFS INISDE FACE OF STUD

ILTG INSULATED LAMINATED TEMPERED

GLASS

IMP INSULATED METAL PANEL

INS INSURANCE

INSUL INSULATION

INT INTERIOR

J

JAN JANITOR

JAN CLO JANITOR CLOSET

JS JANITOR'S SINK

K

KD KNOCKED DOWN

KO KNOCKOUT

KOP KNOCK OUT PANEL

KPL KICKPLATE

L

L ANGLE

LAB LABORATORY

LAM LAMINATE

LAM GL LAMINATED GLASS

LAT LATITUDE

LAU LAUNDRY

LAV LAVATORY

LB POUND

LBR LUMBER

LC LAUNDRY CHUTE

LD BRG LOAD-BEARING

LDG LANDING

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE

LIN LINEAR

LKR LOCKER

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M

MATL MATERIAL

MAX MAXIMUM

MD METAL DECK

ME MATCH EXISTING

MEL MELAMINE

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MGT MANAGEMENT

MICRO MICROWAVE OVEN

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MKR MARKER

MLWK MILLWORK

MO MASONRY OPENING

MOPR MOP RACK

MR MOISTURE RESISTANT

MRB MARBLE BASE

MRF MARBLE FLOOR

MRT MARBLE FHRESHOLD

MS MOP SINK

MSB MOB SERVICE BASIN

MT METAL THRESHOLD

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MTL METAL

MTLD METAL DOOR

MTLF METAL FLASHING

MTLP METAL PARTITION

MTLR METAL ROOF

MULL MULLION

MULT MULTIPLE

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OF/CI OWNER FURNISHED/CONTRACTOR

INSTALLED

OF/OI OWNER FURNISHED/OWNER

INSTALLED

OFD OVERFLOW DRAIN

OFS OUTSIDE FACE OF STUDS

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OVFL OVERFLOW

P

PAR PARAPET

PAT PATTERN

PCC PRECAST CONCRETE

PEJ PREMOLDED EXPANSION JOINT

PH PHASE

PHOTO PHOTOGRAPH

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PORC PORCELAIN

PR PAIR

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREV PREVIOUS

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

Q

QT QUARRY TILE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTY QUANTITY

R

R RADIUS

RB RUBBER BASE

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING STEEL BARS

REC RECESSED

REF REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

REV REVISION

RF RESILIENT FLOORING

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RLG RAILING

RM ROOM

RO ROUGH OPENING

RTF RUBBER TILE FLOOR

RV ROOF VENT

S

S SOUTH

SA SINGLE ACTING (DOOR)

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE

CEILING

SC SOLID CORE

SCHED SCHEDULE

SCWD SOLID CORE WOOD DOOR

SD SOAP DISPENSER

SH SINGLE HUNG (WINDOW)

SIM SIMILAR

SLNT SEALANT

SM SHEET METAL

SND SANITARY NAPKIN DISPENSER

SPEC SPECIFICATION

SQ SQUARE

SS SERVICE SINK

SSSMR STRUCTURAL STANDING SEAM

METAL ROOM

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

SYM SYMBOL

SYS SYSTEM

T

TB TOWEL BAR

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

THK THICKNESS

TK BD TACKBOARD

TMPD

GL

TEMPERED GLASS

TO TOP OF

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOC TABLE OF CONTENT

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS TRANSPARENT

TSH TOWEL SHELF

TV TELEVISION

TYP TYPICAL

U

UCD UNDERCUT DOOR

UL UNDERWRITERS LABORATORIES

UNFIN UNFINISH

UNO UNLESS NOTED OTHERWISE

UR URINAL

V

VAN VANITY

VAR VARIES

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

W

W/ WITH

W/O WITHOUT

1. ABBREVIATIONS, GRAPHIC SYMBOLS LEGEND,

LINEWORK LEGEND, FIRE RATED LEGEND AND

MATERIALS LEGEND ON THIS SHEET APPLY TO ALL

ARCHITECTURAL AND INTERIOR SHEETS.

2. SEE OTHER DISCIPLINES FOR NON-ARCHITECTURAL

ABBREVIATIONS. NOTE, OTHER DISCIPLINES MAY

HAVE THE SAME ABBREVIATION BUT WITH

DIFFERENT REPRESENTATIONS.

WC WATER CLOSET

WD WOOD DOOR

WH WALL HUNG

WM WIRE MESH

WS WEATHERSTRIP

WSCT WAINSCOT

WSL WEATHER SEAL

Y

YD YARD

SYM. DESCRIPTION DATE APP.

ISSUE DATE:04 MARCH 2024

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

CONSIN

A R

C H I T E C

T

-M

AR-2

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF THE WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE DRAWINGS INDICATE THE GENERAL INTENT OF THE WORK REQUIRED.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE

CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE

LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO

THE CONTRACTING OFFICER'S ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE, AND NEW WORK.

6. ALL WORK NOTED "N.I.C." OR "G.F.G.I." IS MEANT TO EXCLUDE THIS SCOPE OF WORK FROM THE CONSTRUCTION CONTRACT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE COLLECTION, SEPARATION, RECYCLE, REMOVAL AND LEGAL

DISPOSAL OF MATERIALS AND RUBBISH.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND EXISTING CONDITIONS SHOWN. THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE ACCEPTANCE OF ALL NEW AND EXISTING

CONDITIONS.

9. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE

COMMENCEMENT OF WORK.

10. UNLESS NOTED OTHERWISE, ALL NEW GYPSUM BOARD SURFACES ARE TO RECEIVE ONE PRIMER COAT AND TWO COATS OF

PAINT.

11. ALL DIMENSIONS INDICATED ARE NOT TO VARY BY MORE THAN 1/8".

12. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS SHALL BE APPLIED.

13. DIMENSIONS SHOWN TO STRUCTURAL BEAMS AND COLUMNS ARE TO THE CENTERLINE OF THE MEMBER UNLESS

SPECIFICALLY NOTED OTHERWISE.

14. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT MANUFACTURER'S WRITTEN

RECOMMENDATIONS.

15. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND

REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION

NECESSARY TO EXECUTE THEIR WORK.

16. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.

17. NOTES ON ANY ONE SHEET ARE TO BE APPLIED TO RELATED DRAWINGS AND DETAILS ON OTHER SHEETS.

18. ALL FINISH REQUIREMENTS INDICATED SHALL APPLY TO THE ENTIRE LENGTH AND WIDTH OF THE FLOOR AND CEILING

INDICATED, AND THE ENTIRE LENGTH AND HEIGHT OF THE WALL INDICATED.

19. DETAILS INDICATED FOR CONSTRUCTION ARE TO BE USED FOR ALL LOCATIONS OF SIMILAR CONSTRUCTION. WHERE

SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE CONTRACTING OFFICER

BEFORE PROCEEDING WITH THE WORK.

20. THE CONTRACTOR SHALL COORDINATE ALL PENETRATIONS WITH ALL TRADES.

21. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE ASSEMBLIES SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE

THE MOISTURE RESISTANCE, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE ASSEMBLY.

22. CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES

AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY.

23. CONTRACTOR SHALL CONTINUOUSLY COORDINATE PHASING AND CONSTRUCTION WITH THE CONTRACTING OFFICER.

24. EXISTING CONDITIONS AND DIMENSIONS ARE SHOWN PER ORIGINAL DESIGN DRAWINGS AND NON DESTRUCTIVE SITE

INVESTIGATIONS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF DEMOLITION/CONSTRUCTION

AND NOTIFY GOVERNMENT PROMPTLY IF ANY DISCREPANCIES EXIST.

25. CONTRACTOR SHALL PROTECT EXISTING TO REMAIN CONSTRUCTION, FINISHES, FIXTURES, FURNITURE, EQUIPMENT, AND SO FORTH FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGED AREAS OR ITEMS ARE TO BE REPAIRED OR REPLACED BY THE CONTRACTOR TO EQUAL OR BETTER CONDITION PRIOR TO BEING DAMAGED. ALL WALLS SCUFFED, MARRED, OR DAMAGED ARE TO BE REPAIRED, AND AT A MINIMUM, REPAINTED CORNER TO CORNER, FLOOR TO CEILING - TOUCH UP

PAINTING IS NOT PERMITTED.

26. ALL INCIDENTAL DEMOLITION PERFORMED IN PURSUIT OF EXECUTING THE WORK SHALL BE RECONSTRUCTED TO RETURN THE DEMOLISHED WORK TO PRE-DEMOLITION CONDITION. ONLY WORK INDICATED TO BE LEFT IN A PERMANENTLY DEMOLISHED CONDITION SHALL BE LEFT IN A PERMANENTLY DEMOLISHED CONDITION. ALL OTHER DEMOLISHED WORK

SHALL BE RETURNED TO A PREDEMOLISHED CONDITION.

GENERAL NOTES:

1. HANDLING OF ASBESTOS CONTAINING MATERIALS (ACM) AND ABATEMENT OF ACM IS NOT REQUIRED ON THIS PROJECT. ACM HAVE NOT BEEN IDENTIFIED TO BE PRESENT WITHIN THE BUILDING PER AN ASBESTOS SURVEY REPORT BY TERRACON CONSULTANTS, INC. DATED NOVEMBER 30, 2023. HOWEVER IF SUSPECT ACM IS FOUND DURING RENOVATION, STOP ALL WORK AND CONTACT FEAD AND THE MCAS BEAUFORT ASBESTOS PROGRAM MANAGER. ALL SUSPECT ACM SHALL BE ABATED IN STRICT ACCORDANCE WITH STATE AND FEDERAL GUIDELINES BY

CERTIFIED ENTITIES.

2. HANDLING OF LEAD BASED PAINT (LBP) AND ABATEMENT OF LBP IS NOT REQUIRED ON THIS PROJECT. LBP COATINGS HAVE BEEN IDENTIFIED TO NOT BE PRESENT WITHIN THE BUILDING PER A LIMITED PAINT SAMPLING FOR LEAD-CONTENT ANALYSIS BY TERRACON CONSULTANTS, INC. DATED NOVEMBER 30, 2023. HOWEVER, IF SUSPECT LBP IS FOUND DURING RENOVATION, STOP ALL WORK AND CONTACT FEAD AND THE MCAS BEAUFORT HAZARDOUS MATERIALS PROGRAM MANAGER. ALL SUSPECT LBP SHALL BE ABATED IN STRICT ACCORDANCE WITH STATE AND

FEDERAL GUIDELINES BY CERTIFIED ENTITIES.

HAZARDOUS MATERIALS GENERAL NOTES:

GENERAL DEMOLITION NOTES:

1. THE SCOPE OF DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION WORK SHOWN ON THE

DRAWINGS. CONTRACTOR SHALL PERFORM ALL DEMOLITION AS REQUIRED TO COMPLETE THE WORK, INCLUDING

DEMOLITION THAT IS IMPLIED BUT NOT SPECIFICALLY CALLED OUT ON THE DRAWINGS.

2. DEMOLITION SHOWN ON DRAWINGS MAY NOT REPRESENT THE FULL EXTENT OF REQUIRED DEMOLITION OR DEMOLITION PERFORMED BY OTHER TRADES. CONTRACTOR SHALL REVIEW ALL OTHER TRADES FOR FULL EXTENT OF DEMOLITION REQUIREMENTS PERTAINING TO EACH TRADE. ITEMS INCLUDED, BUT NOT LIMITED TO, ARE: PLUMBING

FIXTURES, MECHANICAL EQUIPMENT, LIGHT FIXTURES, ETC.

3. REMOVE EXISTING MATERIALS COMPLETE DOWN TO ORIGINAL SUBSTRATES. CLEAN AND PREP SUBSTRATES AS

REQUIRED FOR NEW CONSTRUCTION.

4. ADDITIONAL DEMOLITION MAY BE REQUIRED BEYOND THAT INDICATED ON THE DEMOLITION DRAWINGS TO ACHIEVE THE FINAL NEW WORK INDICATED ON THE NEW WORK DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE FINAL EXTENT OF DEMOLITION REQUIRED TO ACHIEVE THE NEW WORK SCOPE AS INDICATED ON

THE NEW WORK DRAWINGS.

5. WHERE DEMOLITION WORK IS REQUIRED TO COMPLETE THE NEW WORK INDICATED, THE CONTRACTOR SHALL REMOVE SUFFICIENT EXISTING CONSTRUCTION TO COMPLETE THE NEW WORK. IF NEW REPLACEMENT CONSTRUCTION AT THE LOCATION OF DEMOLITION IS NOT INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL REPLACE THE DEMOLISHED CONSTRUCTION WITH NEW CONSTRUCTION THAT MATCHES THE CONSTRUCTION DEMOLISHED. THE CONTRACTOR WILL NOT BE AWARDED ADDITIONAL COMPENSATION TO DEMOLISH EXISTING CONSTRUCTION TO INCORPORATE NEW WORK INDICATED ON THE DRAWINGS. FURTHERMORE, THE CONTRACTOR WILL NOT BE AWARDED ADDITIONAL COMPENSATION TO REPLACE DEMOLISHED CONSTRUCTION WITH NEW CONSTRUCTION MATCHING EXISTING AT THE

REQUIRED DEMOLITION LOCATIONS.

METAL ROOF PANEL AND ASSOCIATED TRIM GENERAL NOTES:

1. THE ROOF PANELS SHALL BE STRUCTURAL STANDING SEAM PREFINISHED ALUMINUM WITH A MINIMUM 2 1/2" HIGH ROLL

FORMED RIB WITH 180 DEGREE DOUBLE FOLD MECHANICAL CRIMPING SEAMS WITH CONCEALED CLIPS AND FASTENERS. ROOF PANEL THICKNESS SHALL BE NOT LESS THAN THE GREATER OF 0.032 INCH THICKNESS OR THAT DETERMINED FROM CALCULATIONS BASED ON PANEL PROFILE, LOCAL WIND LOADS, AND PANEL ATTACHMENTS. WIND LOAD PRESSURES SHALL BE IN ACCORDANCE WITH ASCE-7, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES AND AS DETERMINED BASED ON BUILDING LOCATIONS AND CONFIGURATION.

ALUMINUM SHEET SHALL CONFORM TO ASTM B209, AA ADM AND AA ASD1. ROOF PANELS TO BE SMOOTH NON-

EMBOSSED.

2. ROOF PANEL AND FLASHING DETAILS ON THE DRAWINGS ARE GENERAL IN NATURE TO AVOID PROPRIETARY CONFLICTS. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE SPECIFIC DETAILS UNIQUE TO THE SELECTED ROOF PANEL MANUFACTURER THAT MEET THAT ROOF MANUFACTURER'S REQUIREMENTS WHILE ALSO MEETING THE OVERALL INTENT AS INDICATED ON THE DRAWINGS. THE DRAWINGS INDICATE THE OVERALL DESIGN INTENT AND DELIBERATELY AVOID INDICATING SPECIFIC INFORMATION OF ANY ONE ROOF PANEL MANUFACTURER TO ENCOURAGE ROOF PANEL MANUFACTURERS TO PROVIDE THEIR FINAL DESIGN THAT MEETS THE OVERALL INTENT INDICATED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ADDITIONAL REQUIRED DETAILS AND DESIGN INFORMATION, AS WELL AS ALL THE ROOFING COMPONENTS THAT SUPPORT THEIR DETAILS AND DESIGN INFORMATION, THAT COMPLETES THE OVERALL DESIGN INTENT AS INDICATED ON THE DRAWINGS.

3. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY DURING THE BIDDING PROCESS TO SECURE ANY ADDITIONAL INFORMATION THEY DEEM NECESSARY TO COMPLETE THE DESIGN INTENT AS INDICATED ON THE DRAWINGS. THE CONTRACTOR WILL NOT BE AWARDED ANY ADDITIONAL COMPENSATION AFTER BIDDING IN THEIR PURSUIT TO

COMPLETE THE DESIGN OF THE ROOF SYSTEM.

4. ALL FLASHING AND TRIM SHALL BE PREFINISHED ALUMINUM. ROOF PANELS ARE TO RECEIVE A FACTORY-APPLIED POLYVINYLIDENE FLUORIDE OF KYNAR 500/HYLAR 5000 FINISH CONSISTING OF A BAKED-ON TOP-COAT WITH A MANUFACTURER'S RECOMMENDED PRIME COAT. PROVIDE COMPATIBLE FASTENERS TO AVOID GALVANIC ACTION AND CORROSION OF DISSIMILAR MATERIALS. COLORS OF PREFINISHED STANDING SEAM ROOF PANELS AND ALL EXPOSED TO VIEW ROOFING RELATED COMPONENTS ARE TO BE PER THE BEAUFORT, SC MARINE CORPS AIR STATION (MCAS) COLOR STANDARDS AND APPROVED BY MCAS PUBLIC WORKS (PW) DEPARTMENT. EXPOSED FASTENERS FOR TRIM AND ALL ASSOCIATED ROOFING ACCESSORIES SHALL BE PREFINISHED. NO ADDITIONAL COMPENSATION WILL BE AWARDED TO THE CONTRACTOR FOR CUSTOM COLORS IN PURSUIT OF MATCHING THE MCAS COLOR STANDARD. FIELD PAINTING OF COMPONENTS INDICATED TO BE PREFINISHED IS NOT ALLOWED. WHERE COLORS ARE NOT SPECIFICALLY INDICATED, THE CONTRACTOR SHALL MAKE AVAILABLE FOR FINAL SELECTION COLORS FROM THE MANUFACTURERS

FULL LINE OF STANDARD AND CUSTOM COLORS.

5. PREFINISHED ALUMINUM GUTTER AND DOWNSPOUT MINIMUM SIZES ARE INDICATED ON THE DRAWINGS. FINAL GUTTER AND DOWNSPOUT PROFILES AND ROUTING ARE TO BE DETERMINED BY THE ROOF PANEL MANUFACTURER AND PROVIDE NOT LESS THAN THE WATER FLOW AS PROVIDED BY THE GUTTER AND DOWNSPOUT SIZES INDICATED.

LOCATIONS OF THE DOWNSPOUTS TO BE AS…