C19055066D.pdf

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U.S. COAST GUARD

CIVIL ENGINEERING UNIT

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CLEVELAND

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USCG BASE ELIZABETH CITY

ELIZABETH CITY, NC

REPAIR OF RSTF BUILDING #3

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CIVIL ENGINEERING

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WSP USA

277 BENDIX RD, STE 300

VIRGINIA BEACH, VA, 23452

PACE COLLABORATIVE

1277 PERIMETER PKWY

VIRGINIA BEACH, VA, 23454

AQUATIC DESIGN

33400 COLD WATER RD

LOUISBURG, KS, 66053

PRODIMS

520 KIRKLAND WAY #301

KIRKLAND, WA, 98033

1:

BRANCH CHIEF

TECHNICAL DIRECTOR

APPROVING OFFICIAL

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19055066

B. VRANKAR

G. P. LODGE

N. E. ARMSTRONG

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DRAWING INDEX

SHEET DISCIPLINE TITLE

A-203 ARCHITECTURAL PRECAST CONCRETE PANEL ELEVATIONS

A-204 ARCHITECTURAL INTERIOR ELEVATIONS

A-301 ARCHITECTURAL BUILDING SECTIONS

A-302 ARCHITECTURAL WALL SECTIONS

A-401 ARCHITECTURAL ENLARGED PLANS AREA G

A-501 ARCHITECTURAL ROOF DETAILS

A-502 ARCHITECTURAL ROOF DETAILS

A-503 ARCHITECTURAL MISCELLANEOUS DETAILS

A-504 ARCHITECTURAL MISCELLANEOUS DETAILS

A-601 ARCHITECTURAL DOOR SCHEDULE AND DETAILS

A-602 ARCHITECTURAL ROOM FINISH SCHEDULE

P-001 PLUMBING GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

P-002 PLUMBING DETAILS

PD100 PLUMBING DEMOLITION OVERALL DOMESTIC WATER AND

COMPRESSED AIR PLAN

PD101 PLUMBING DEMOLITION DOMESTIC WATER AND COMPRESSED AIR

PLAN AREA A

PD102 PLUMBING DEMOLITION DOMESTIC WATER AND COMPRESSED AIR

PLAN AREA B

PD110 PLUMBING DEMOLITION OVERALL SANITARY PLAN

PD111 PLUMBING DEMOLITION SANITARY PLAN AREA A

PD112 PLUMBING DEMOLITION SANITARY PLAN AREA B

PD120 PLUMBING DEMOLITION OVERALL ROOF PLAN

P-100 PLUMBING OVERALL DOMESTIC WATER AND COMPRESSED AIR PLAN

P-101 PLUMBING DOMESTIC WATER AND COMPRESSED AIR PLAN AREA A

P-102 PLUMBING DOMESTIC WATER PLAN AREA B

P-110 PLUMBING OVERALL SANITARY PLAN

P-111 PLUMBING SANITARY PLAN AREA A

P-112 PLUMBING SANITARY PLAN AREA B

P-120 PLUMBING OVERALL ROOF PLAN

P-601 PLUMBING RISER DIAGRAMS

P-602 PLUMBING RISER DIAGRAMS

P-603 PLUMBING RISER DIAGRAMS

M-001 MECHANICAL GENERAL NOTES, LEGEND, AND ABBREVIATIONS

MD100 MECHANICAL DEMOLITION OVERALL FLOOR PLAN

MD101 MECHANICAL DEMOLITION FLOOR PLAN AREA A

MD102 MECHANICAL DEMOLITION FLOOR PLAN AREA B

MD103 MECHANICAL DEMOLITION FLOOR PLAN AREA C AND F

MD104 MECHANICAL DEMOLITION FLOOR PLAN AREA D AND E

MD110 MECHANICAL OVERALL DEMOLITION ROOF PLAN

MD401 MECHANICAL DEMOLITION ENLARGED MEZZANINE PLAN

MH100 MECHANICAL OVERALL FIRST FLOOR PLAN

MH101 MECHANICAL FLOOR PLAN AREA A

MH102 MECHANICAL FLOOR PLAN AREA B

MH103 MECHANICAL FLOOR PLAN AREA C AND F

MH104 MECHANICAL FLOOR PLAN AREA D AND E

MH110 MECHANICAL OVERALL ROOF PLAN

MH401 MECHANICAL ENLARGED MEZZANINE PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-701 MECHANICAL CONTROLS

M-702 MECHANICAL CONTROLS

M-703 MECHANICAL CONTROLS

E-001 ELECTRICAL GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

ED100 ELECTRICAL DEMOLITION OVERALL LIGHTING AND POWER PLAN

ED101 ELECTRICAL DEMOLITION LIGHTING AND POWER PLANS AREAS A AND G

ED102 ELECTRICAL DEMOLITION LIGHTING AND POWER PLANS AREAS B AND G

ED110 ELECTRICAL DEMOLITION OVERALL POWER ROOF PLAN

ED401 ELECTRICAL DEMOLITION ENLARGED LIGHTING AND POWER PLANS

ED402 ELECTRICAL DEMOLITION ENLARGED POWER PLAN

EL100 ELECTRICAL OVERALL LIGHTING PLAN

EL101 ELECTRICAL LIGHTING PLAN AREAS A AND G

EL102 ELECTRICAL LIGHTING PLAN AREAS B AND G

EL501 ELECTRICAL LIGHTING DETAILS

EP100 ELECTRICAL OVERALL POWER PLAN

EP101 ELECTRICAL POWER PLAN AREAS A AND G

EP102 ELECTRICAL POWER PLAN AREAS B AND G

EP103 ELECTRICAL POWER PLAN AREA C

EP110 ELECTRICAL OVERALL ROOF POWER PLAN

E-401 ELECTRICAL ENLARGED PLANS

E-601 ELECTRICAL PANELBOARD AND CONNECTION SCHEDULES

E-602 ELECTRICAL PANELBOARD SCHEDULES

E-603 ELECTRICAL RISER DIAGRAM

DRAWING INDEX

SHEET DISCIPLINE TITLE

G-001 GENERAL COVER SHEET

G-002 GENERAL GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

G-100 GENERAL LIFE SAFETY PLAN

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS

SD101 STRUCTURAL DEMOLITION ROOF FRAMING PLAN AREA A

SD102 STRUCTURAL DEMOLITION ROOF FRAMING PLAN AREA B

SD103 STRUCTURAL DEMOLITION FRAMING AND FOUNDATION PLANS AREA G

SB101 STRUCTURAL POOL DECK PLAN AREA A

SB102 STRUCTURAL POOL DECK PLAN AREA B

SF101 STRUCTURAL BOTTOM CHORD FRAMING PLAN AREA A

SF102 STRUCTURAL BOTTOM CHORD FRAMING PLAN AREA B

SF103 STRUCTURAL ROOF FRAMING PLAN AREA A

SF104 STRUCTURAL ROOF FRAMING PLAN AREA B

SF105 STRUCTURAL FOUNDATION AND FRAMING PLANS AREA G

S-201 STRUCTURAL STEEL TRUSS ELEVATIONS

S-301 STRUCTURAL SECTIONS AND DETAILS

S-302 STRUCTURAL SECTIONS AND DETAILS

S-303 STRUCTURAL SECTIONS AND DETAILS

S-304 STRUCTURAL SECTIONS AND DETAILS

S-601 STRUCTURAL WIND CLADDING DIAGRAM

ND100 NATATORIUM DEMOLITION OVERALL POOL PLAN

ND101 NATATORIUM DEMOLITION MAIN DRAIN PIPING PLAN AREA A

ND102 NATATORIUM DEMOLITION MAIN DRAIN PIPING PLAN AREA B

ND103 NATATORIUM DEMOLITION RECIRCULATION PIPING PLAN AREA A

ND104 NATATORIUM DEMOLITION RECIRCULATION PIPING PLAN AREA B

ND110 NATATORIUM DEMOLITION FOG MACHINE PLAN AREA A

ND111 NATATORIUM DEMOLITION FOG MACHINE PLAN AREA B

ND112 NATATORIUM DEMOLITION POOL PLAN AREA C

ND401 NATATORIUM DEMOLITION ENLARGED FLOOR PLAN AREA G

ND402 NATATORIUM DEMOLITION ENLARGED FILTER ROOM AND SURGE TANK

PLAN

ND501 NATATORIUM DEMOLITION DETAILS

ND502 NATATORIUM DEMOLITION DETAILS

N-100 NATATORIUM OVERALL POOL PLAN

N-101 NATATORIUM MAIN DRAIN PIPING PLAN AREA A

N-102 NATATORIUM MAIN DRAIN PIPING PLAN AREA B

N-103 NATATORIUM RECIRCULATION PIPING PLAN AREA A

N-104 NATATORIUM RECIRCULATION PIPING PLAN AREA B

N-110 NATATORIUM POOL PLAN AREA C

N-401 NATATORIUM ENLARGED FLOOR PLAN AREA G

N-402 NATATORIUM ENLARGED FILTER ROOM AND SURGE TANK PLAN

N-501 NATATORIUM RENOVATION DETAILS

N-502 NATATORIUM RENOVATION DETAILS

N-503 NATATORIUM RENOVATION DETAILS

N-601 NATATORIUM POOL PLUMBING SCHEDULES

A-001 ARCHITECTURAL GENERAL NOTES AND LEGENDS

AD100 ARCHITECTURAL DEMOLITION OVERALL FLOOR PLAN

AD101 ARCHITECTURAL DEMOLITION FLOOR PLAN AREA A

AD102 ARCHITECTURAL DEMOLITION FLOOR PLAN AREA B

AD103 ARCHITECTURAL DEMOLITION FLOOR PLAN AREA C

AD104 ARCHITECTURAL DEMOLITION FLOOR PLAN AREAS D, E, AND F

AD110 ARCHITECTURAL DEMOLITION OVERALL REFLECTED CEILING PLAN

AD111 ARCHITECTURAL DEMOLITION REFLECTED CEILING PLAN AREA A

AD112 ARCHITECTURAL DEMOLITION REFLECTED CEILING PLAN AREA B

AD120 ARCHITECTURAL DEMOLITION OVERALL ROOF PLAN

AD201 ARCHITECTURAL DEMOLITION INTERIOR ELEVATIONS

AD401 ARCHITECTURAL DEMOLITION ENLARGED PLANS AREA G

AD402 ARCHITECTURAL DEMOLITION ENLARGED MEZZANINE FLOOR PLAN

A-100 ARCHITECTURAL OVERALL FLOOR PLAN

A-101 ARCHITECTURAL FLOOR PLAN AREA A

A-102 ARCHITECTURAL FLOOR PLAN AREA B

A-103 ARCHITECTURAL FLOOR PLAN AREA C

A-104 ARCHITECTURAL FLOOR PLAN AREAS D, E, AND F

A-110 ARCHITECTURAL OVERALL REFLECTED CEILING PLAN

A-111 ARCHITECTURAL REFLECTED CEILING PLAN AREA A

A-112 ARCHITECTURAL REFLECTED CEILING PLAN AREA B

A-120 ARCHITECTURAL OVERALL ROOF PLAN

A-121 ARCHITECTURAL ROOF PLAN AREA A

A-122 ARCHITECTURAL ROOF PLAN AREA B

A-123 ARCHITECTURAL ROOF PLAN AREAS C AND F

A-201 ARCHITECTURAL BUILDING ELEVATIONS

A-202 ARCHITECTURAL PRECAST CONCRETE PANEL ELEVATIONS

VICINITY MAP LOCATION MAP

PROJECT

LOCATION

PROJECT

LOCATION

SCALE: NONE

PLAN NORTHPLAN NORTH

SCALE: NONE

GENERAL NOTES

1. ALL CONSTRUCTION WORK MUST CONFORM WITH THE

APPLICABLE CODES AND ORDINANCES OF ELIZABETH CITY AND

THE STATE OF NORTH CAROLINA. THE CONTRACTOR(S) MUST

POST NOTICES AND COMPLY WITH THE GOVERNING LAWS OF

THE JURISDICTION.

APPLICABLE CODES INCLUDE:

A. NORTH CAROLINA STATE BUILDING CODE

B. INTERNATIONAL BUILDING CODE 2018

2. THE WORK MUST BE PROPERLY SUPERVISED BY THE

CONTRACTOR'S JOB SITE SUPERINTENDENT. SUFFICIENT

PERSONNEL MUST BE EMPLOYED TO COMPLETE THE WORK

WITHIN THE CONTRACTED TIME. PERSONNEL MUST BE SKILLED

IN THE TASKS ASSIGNED.

3. THE CONTRACTORS ARE RESPONSIBLE FOR VISITING THE JOB

SITE AND FAMILARIZING THEMSELVES WITH EXISTING

CONDITIONS.

4. THE CONTRACTOR MUST AT ALL TIMES MAINTAIN ADEQUATE

PROTECTION TO SAFEGUARD THE PUBLIC AND ALL PERSONS

ENGAGED IN THE PERFORMANCE OF WORK.

A. TEMPORARY PARTITION FOR SAFETY AND POLLUTION

CONTROL MUST BE SUBSTANTIAL. TEMPORARY PARTITIONS

MADE OF PLASTIC FILM ARE NOT ACCEPTABLE.

B. TEMPORARY BARRIERS TO KEEP UNAUTHORIZED PERSONS

OUT OF WORK AREAS MUST CONSIST OF PARTITIONS OR

FENCES OF ADEQUATE HEIGHT. BARRIERS CONSISTING OF TAPE

OR ROPE OR SAW HORSES ARE NOT ACCEPTABLE.

5. THE CONTRACTOR MUST VERIFY ALL GRADES, LINES, LEVELS,

EXISTING CONDITIONS AND DIMENSIONS INDICATED ON THE

DRAWINGS AND MUST REPORT ALL INCONSISTENCIES TO THE

ARCHITECT BEFORE STARTING WORK. THE CONTRACTOR MUST

RECHECK DIMENSIONS BEFORE ORDERING MANUFACTURED

AND/OR FABRICATED ITEMS.

6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND

INSTALLING ALL FIRESTOPPING MATERIALS AS REQUIRED FOR

THE CONSTRUCTION WORK IN ACCORDANCE WITH

SPECIFICATION SECTION - PENETRATION FIRESTOPPING.

7. REMOVE FROM BUILDING SITE AS IT ACCUMULATES, DEBRIS,

RUBBISH, AND OTHER MATERIALS RESULTING FROM

CONSTRUCTION OPERATIONS. TRANSPORT AND LEGALLY

DISPOSE OF THESE ITEMS OFF SITE. ALL DEMOLITION AND

CONSTRUCTION WASTE MUST BE SORTED AND SEPARATED AT

THE SITE BEFORE BEING REMOVED FROM THE SITE.

CONTRACTOR TO MAKE SPECIAL PROVISIONS FOR RUBBISH TO

AVOID FOD AT AIRFIELD. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

8. THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE

COMPLIMENTARY. ITEMS DESCRIBED OR REQUIREMENTS

SPECIFIED WITHIN THE DRAWINGS BUT NOT THE SPECIFICATIONS

(OR WITHIN THE SPECIFICATIONS AND NOT THE DRAWINGS)

MUST BE CONSTRUCTED TO APPLY AS IF DESCRIBED IN BOTH. IN

THE EVENT ON CONFLICTING INFORMATION BETWEEN THE

CONTRACT DRAWINGS AND SPECIFICATONS, THE MOST

STRINGENT REQUIREMENTS MUST BE USED.

SYMBOLS LEGEND

DEMOLITION

KEYNOTE TAG

A1

MATERIAL LEGEND

BATT INSULATION

BRICK

CONCRETE

CONCRETE

MASONRY UNITS

CONTINUOUS

BLOCKING

EARTH

FINISHED WOOD

GYPSUM BOARD OR

SHEATHING

PLYWOOD

RIGID INSULATION

STEEL

NORTH ARROW

TRUE NORTH INDICATION

LEVEL MARKER

SHEET NUMBER

SHEET NUMBER

PLAN

NORTH

A101

LEVEL NAME

ELEVATION

A101

NEW WORK

KEYNOTE TAG

A1

ELEVATION NUMBER

SECTION

SECTION NUMBER

A ---------------------

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

AR ANCHOR ROD

ACCU AIR COOLED CONDENSING UNIT

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECTURAL

ASSY ASSEMBLY

AVG AVERAGE

B ---------------------

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLKG BLOCKING

BLDG BUILDING

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BS BOTH SIDES

BTWN BETWEEN

C ---------------------

C CONC CAST CONCRETE

CAV CAVITY

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLR COLOR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COTR CONTRACTING OFFICER'S

TECHNICAL REPRESENTATIVE

CTR CENTER

D ---------------------

D DEPTH

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DN DOWN

DOC DOCUMENT

DOR DESIGNER OF RECORD

DR DOOR

DS DOWNSPOUT

E ---------------------

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEC ELECTRICAL

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

ETR EXISTING TO REMAIN

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

EXT GR EXTERIOR GRADE

F ---------------------

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FED FEDERAL

FF FINISH FLOOR

FIN FINISH

FIXT FIXTURE

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOD FOREIGN OBJECT DEBRIS

ABBREVIATIONS

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GEN GENERATION

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GLZ GLAZING

GPM GALLONS PER MINUTE

GR GRADE

GR FL GROUND FLOOR

GYP GYPSUM

H ---------------------

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HP HIGH POINT

HORIZ HORIZONTAL

HR HOUR

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVLS HIGH-VOLUME, LOW-SPEED

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

INV INVERT

L ---------------------

LAM LAMINATE

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LOC LOCATION

LT LIGHT

LVR LOUVER

M ---------------------

M METER

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OGL OBSCURE GLASS

OH OVERHEAD DOOR

OHD OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PAR PARAPET

PB PULL BOX

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PRCST PRECAST

PREFIN PREFINISHED

PRTU POOL DEHUMIDIFICATION

ROOFTOP UNIT

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAINTED

PWR POWER

Q --------------------

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

RECIRC RECIRCULATION

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RF RESILIENT FLOORING

RFG ROOFING

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RP ROOF PENETRATION

RS RESCUE SWIMMER

RSTF RESCUE SWIMMER TRAINING

FACILITY

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SBS STYRENE BUTADIENE STYRENE

SCHED SCHEDULE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SMF SHEET METAL (FLASHING)

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS STAINLESS STEEL

STD STANDARD

STL RF DK STEEL ROOF DECK

STR STRINGERS

STRL STRUCTURAL

T --------------------

T TREAD

TEMP TEMPORARY

TFF TOP OF FINISH FLOOR

THK THICKNESS

TN TRUE NORTH

TOF TOP OF FOOTING

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TRTD TREATED

TYP TYPICAL

U --------------------

UMET UNDERWATER MODULAR EGRESS

TRAINING

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

V --------------------

VAV VARIABLE AIR VOLUME

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VD VOLUME DAMPER

VDC VOLTS DC

VEL VELOCITY

VER VERIFY

VFD VARIABLE FREQUENCY DRIVE

VHF VERY HIGH FREQUENCY

VIB VIBRATION

VIF VERIFY IN FIELD

VM VOLTMETER

VOL VOLUME

VR VAPOR RETARDER

W --------------------

W WEST, WATT

WA WAINSCOT

WB WIND BEAM

WD WOOD

WFD WATER FLOW DETECTOR

WG WATER GAGE

WHA WATER HAMMER ARRESTER

WHS WELDED HEAD STUD

WI WROUGHT IRON

WL WIND LOAD, WATER LINE

WM WATER METER

WP WORKING POINT,

WEATHERPROOF

WPF WATERPROOFING

WS WATER SURFACE,

WATERSTOP

WT WEIGHT

WTS WELDED THREADED STUD

WWF/WWR WELDED WIRE FABRIC/

WELDED WIRE

REINFORCEMENT

X --------------------

XARM CROSS ARM

XFMR TRANSFORMER

XFR TRANSFER

XMTR TRANSMITTER

0 4' 8' 16'

1/8"=1'-0SCALE:

GRAPHIC SCALE

ELEVATION

DIRECTION OF ELEVATION

DIRECTION OF

SECTION CUT

PRECAST CONCRETE

MATCHLINE

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LOCATION: US COAST GUARD BASE ELIZABETH CITY, 1664 WEEKSVILLE RD,

ELIZABETH CITY, NORTH CAROLINA

OWNER: US COAST GUARD

BUILDING CODE: 2018 NORTH CAROLINA EXISTING BUILDING CODE

(ADOPTS WITH AMENDMENTS: INTERNATIONAL EXISTING BUILDING

CODE 2015)

NORTH CAROLINA PLUMBING CODE

NORTH CAROLINA ELECTRICAL CODE (NFPA 70)

NORTH CAROLINA FIRE PREVENTION CODE

NORTH CAROLINA OCCUPATIONAL SAFETY AND HEALTH STANDARDS

TABLE 601: STRUCTURAL FRAME: 2HRS

EXTERIOR BEARING WALLS: 2HRS

INTERIOR BEARING WALLS: 2HRS

NON-BEARING WALLS AND PARTITIONS: 0HRS

FLOOR CONSTRUCTION: 2HRS

EXISTING

CONSTRUCTION TYPE: TYPE IB

SPRINKLERED AREAS (B): AREA F, D & E.

NON-SPRINKLERE AREAS (A-3): AREA A & B

PROJECT DESCRIPTION: THE PROJECT IS DEMOLITION AND DECONSTRUCTION OF THE

ROOF, THE STRUCTURAL ELEMENT SUPPORTING THE ROOF

SYSTEMS OVER THE RESCUE SWIMMER (RS) POOL LOCATED IN THE

RESCUE SWIMMER TRAINING FACILITY (RTSF) INCLUDING

ASSOCIATED EXTERIOR WALLS, DOORS AND OTHER

ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS. THE

PROJECT ALSO INCLUDES REPAIR AND REPLACEMENT OF THE

EXISTING WAVE GENERATOR SUPPORT STRUCTURES TO PREVENT

TRANSFERENCE OF VIBRATION TO RTSF WALLS AND ROOF; REPAIR

AND REPLACEMENT OF SWIMMING POOL PIPING SYSTEMS AND

ASSOCIATED SWIMMING POOL EQUIPMENT AND ACCESSORIES.

BUILDING INFORMATION

MIXED OCUPANCY: A-3 & B

BUILDING OCCUPANCY

CLASSIFICATION:

LEGEND

2 HR (MIN.) EXISTING

FIRE RATED PARTITION/

WALL.

REF DETAILS FOR UL

DESIGN NOS. OF

EXTERIOR WALLS AND

JOINT SYSTEMS

EXISTING AREAS NOT IN

CONTRACT UNLESS

OTHERWISE INDICATED

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3/64" = 1'-0"D1 OVERALL FLOOR PLAN SHOWING FIRE RATED WALLS

3/64" = 1'-0"D7 MEZZANINE PLAN

0 10.5" 21" 42"

3/64"=1'-0"SCALE:

1. REFER TO SHEET G-002 FOR GENERAL NOTES,

ABBREVIATIONS, AND LEGENDS.

2. REFER TO SHEET A-001 FOR ARCHITECTURAL GENERAL

NOTES AND LEGENDS.

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1. THESE DRAWINGS ARE INCOMPLETE UNLESS ACCOMPANIED BY THE

CONTRACT SPECIFICATIONS.

2. THE STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH

OTHER DRAWINGS. CONTRACTOR MUST COORDINATE THE WORK OF

OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS

FOR SLEEVES, INSERTS, HOLES, HANGERS, AND ANCHORS.

3. BECOME THOROUGHLY FAMILIAR WITH THE EXISTING STRUCTURE,

INCLUDING THE VERIFICATION OF EXISTING DIMENSIONS, BEFORE

PROCEEDING WITH THE WORK. REPORT DISCREPANCIES IN

DIMENSIONS BETWEEN THE CONTRACT DRAWINGS AND THE EXISTING

CONDITIONS TO THE COR PRIOR TO BEGINNING WORK IN AREAS THAT

WILL BE AFFECTED.

4. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT

DRAWINGS TO THE COR PRIOR TO BEGINNING WORK IN AREA THAT

WILL BE AFFECTED.

5. VERIFY MEASUREMENTS IN FIELD, NOTIFY COR IF DIMENSIONS DIFFER

FROM DRAWINGS.

6. DETAILS ENTITLED OR NOTED AS “TYPICAL” APPLY NOT ONLY WHERE

SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN OTHER CASES

WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE.

DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE

TITLES FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO

ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED

OR REFERENCED.

7. IF, AS A RESULT OF CONTRACTOR'S OPERATION, THE EXISTING

STRUCTURE OR OTHER PROPERTY OF THE OWNER IS DAMAGED,

REPLACE WITH NEW OR REPAIR TO ITS ORIGINAL CONDITION.

ADDITIONAL COSTS SHALL BE THE BURDEN OF THE CONTRACTOR.

8. REPRODUCTION OF CONTRACT DRAWINGS MUST NOT BE USED AS

SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.

9. ITEMS SHOWN IN THESE DRAWINGS ARE NEW CONSTRUCTION UNLESS

SPECIFICALLY NOTED AS EXISTING.

10. INFORMATION ON THE EXISTING STRUCTURE WAS OBTAINED FROM

ORIGINAL DESIGN DRAWINGS PROVIDED BY OWNER, FIELD

MEASUREMENTS AND PHOTOGRAPHS. ORIGINAL AS BUILT DRAWINGS

ARE BY KIMBALL DATED 2012 AND PRECAST SHOP DRAWINGS BY

METROMONT DATED 2009.

11. THERE IS NO STRUCTURAL SCOPE IN AREAS C, D, E, AND F. LARGER

PLANS OF THOSE AREAS WILL NOT BE SHOWN.

STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING:

A. UFC 3-301-01 - UNIFIED FACILITIES CRITERIA STRUCTURAL

ENGINEERING

B. IBC 2018 – INTERNATIONAL CODE COUNCIL, INTERNATIONAL

EXISTING BUILDING CODE 2018

C. ASCE 7-16 - AMERICAN SOCIETY OF CIVIL ENGINEERS, 2016 MINIMUM

DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

D. ACI 318-14 - AMERICAN CONCRETE INSTITUTE, 2014 BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY

E. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION, MANUAL OF

STEEL CONSTRUCTION, FIFTEENTH EDITION

F. DESIGN MEETS THE REQUIERMENTS OF 2018 NORTH CAROLINA

EXISTING BUILDING CODE.

1. ROOF LOADS:

A. DESIGN DEAD LOAD:

a. SELF WEIGHT OF ELEMENTS

b. 13 PSF SUPERIMPOSED

B. DESIGN LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING

CODE):

a. ROOF, 20 PSF

b. ROOF TRUSS: 500 LB POINT LOAD APPLIED AT ANY LOCATION

c. POOL DECK SLAB: 100 PSF

d. STORAGE: 125 PSF

C. SNOW LOAD:

a. GROUND SNOW LOAD, PG 10 PSF

b. EXPOSURE FACTOR, CE 1.2

c. ROOF THERMAL FACTOR, CT 1.0

d. IMPORTANCE FACTOR, Is 1.0

2. DESIGN WIND LOADS:

A. ULTIMATE WIND SPEED, V=124 MPH (THREE SECOND GUST)

B. NOMINAL WIND SPEED, V ASD = 96 MPH

C. EXPOSURE, C

D. RISK CATEGORY, II

E. INTERNAL PRESSURE COEFF, GCPI = +/-0.18 (ENCLOSED BUILDING).

3. SEISMIC LOAD PARAMETERS:

A. MAPPED SHORT PERIOD SPECTRAL RESPONSE ACCELERATION,

SS = 7.60%G

B. MAPPED 1-SEC PERIOD SPECTRAL RESPONSE ACCELERATION,

S1 = 3.90%G

C. SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION,

SDS = 0.081

D. 1-SEC PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION,

SD1 = 0.062

RISK CATEGORY II

SEISMIC DESIGN CATEGORY A

SITE CLASS D

1. NEW FOUNDATION UNDER SOUTH WALL IS BEARING ON THE SAME ELEVATION AS

THE EXISTING FOUNDATION WITH BIGGER FOOTPRINT. THE REQUIRED

ALLOWABLE PRESSURE IS THE SAME AS ORIGINAL FOUNDATION DESIGN.

2. FOOTINGS MUST BE FOUNDED ON QUALIFIED VIRGIN SOIL OR AN ENGINEERED

FILL AT THE ELEVATIONS SHOWN ON PLAN. ALL UNSUITABLE FOUNDATION

MATERIAL MUST BE REMOVED AND REPLACED WITH STRUCTURAL FILL UP TO THE

DESIGNATED BOTTOM OF FOOTING ELEVATION, WITH A MINIMUM BEARING

CAPACITY OF 2000 PSF. SOIL BEARING CONDITION MUST BE INSPECTED BY A

GEOTECHNICAL ENGINEER PRIOR TO REBAR PLACEMENT.

3. NO FOUNDATION CONCRETE MUST BE INSTALLED UNTIL ALL FOUNDATION WORK

HAS BEEN COORDINATED WITH UNDERGROUND UTILITIES. REPORT TO

CONTRACTING OFFICER FOR ANY CONFLICT BETWEEN FOUNDATION AND UTILITY

LINES. OBTAIN CONTRACTING OFFICER APPROVED SOLUTIONS BEFORE

PROCEEDING.

4. TO MINIMIZE WEATHERING, THE LAST 6" OF EXCAVATION FOR FOOTINGS MUST BE

MADE IMMEDIATELY PRIOR TO PLACEMENT OF FOOTINGS. MINIMUM BOTTOM OF

FOOTING DEPTH MUST BE BELOW FROST PENETRATION LINE OF 9" FROM

FINISHED GRADE..

5. GROUND WATER TABLE IS EXPECTED 6 FEET BELOW POOL DECK. FROST LINE IS

8" BELOW FINISH GRADE.

6. REFER TO ORIGINAL GEOTECHNICAL REPORT BY GET, PROJECT NUMBER

EC09-278G, DEC. 16, 2009. ALSO REFER TO GEOTECHNICAL DATA BY TERRACON,

PROJECT NUMBER K5225006, AUG 29, 2022

1. CONCRETE FOR BUILDING CONSTRUCTION IS NORMAL WEIGHT, CAST-IN-PLACE

CONCRETE WITH COMPRESSIVE STRENGTH:

A. FOOTINGS F'C = 4000 PSI

B. KNEE WALLS AND PEDESTALS F'C = 4000 PSI

C. SLAB-ON-GRADE F'C = 4000 PSI

2. REINFORCING BARS:

A. ASTM A615 GRADE 60, DEFORMED FY = 60 KSI

B. WELDED WIRE REINFORCING MAT FY = 65 KSI

3. REINFORCEMENT MUST BE DETAILED AND PLACED IN ACCORDANCE WITH ACI

301. DEVELOPMENT AND SPLICE LENGTHS ARE IN TENSION, CLASS B, UNLESS

OTHERWISE INDICATED.

4. CONTINUOUS REINFORCING IN WALLS AND SLABS MAY BE SPLICED, AS

REQUIRED, PROVIDING BARS ARE OF THE LONGEST PRACTICABLE LENGTH AND

SPLICES ARE SHOWN ON REINFORCING SHOP DRAWINGS. WHEREVER POSSIBLE,

SPLICES MUST BE STAGGERED.

5. PROVIDE CONCRETE COVER FOR REINFORCING AS SPECIFIED BELOW. IN NO

CASE SHALL REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF ACI

301 UNO IN DRAWINGS.

CONCRETE DEPOSITED AGAINST THE GROUND 3"

CONCRETE EXPOSED TO EARTH OR WEATHER 2"

BEAMS AND COLUMNS 1 1/2"

SLABS AND WALLS (NOT EXPOSED TO WEATHER) 1"

6. PROVIDE DOWELS IN FOUNDATION THAT MATCH REINFORCEMENT SIZE

AND SPACING INDICATED FOR STRUCTURAL ELEMENTS, UNO.

7. MAJOR CONSTRUCTION JOINTS, IF ANY, ARE SHOWN ON THE

DRAWINGS. INTERMEDIATE JOINTS IN WALLS, SLABS, AND FLOOR

FRAMING ARE NOT SHOWN. CONSTRUCTION JOINTS MAY BE ADDED,

OMITTED OR RELOCATED IF PROPERLY DETAILED ON SHOP DRAWINGS

AND APPROVED BY THE COR.

8. SEE ARCHITECTURAL, MECHANICAL, AND OTHER DISCIPLINE DRAWINGS

FOR LOCATIONS OF OPENINGS AND SLEEVES IN CONCRETE WALLS AND

SUPPORTED FLOORS. SPREAD REINFORCEMENT AT OPENINGS AND

SLEEVES, UNO. DO NOT CUT REINFORCEMENT. SEE TYPICAL

REINFORCEMENT DETAILS ON S-301 FOR OPENINGS IN SLABS AND

WALLS FOR ADDITIONAL REQUIREMENTS.

9. CHAMFER EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES

3/4-INCH, UNO.

1. COMPACTED SOIL IS TO PROVIDE A SATISFACTORY SUBGRADE FOR THE

STRUCTURAL CONCRETE SLAB ON EARTH FORM. BACKFILL MATERIAL MUST BE

GRAVELLY SOILS, WELL-GRADED SANDS, AND SAND-GRAVEL MIXTURES

RELATIVELY FREE OF PLASTIC FINES.

2. PROVIDE MINIMUM 4” THICK POROUS FILL LAYER DIRECTLY UNDER VAPOR

BARRIER TO PREVENT WATER CAPILLARY ACTION.

3. ISOLATION JOINTS MUST BE USED AT JUNCTIONS WITH WALLS AND COLUMNS,

USE 1/2” THICK PREMOLDED JOINTS FULL DEPTH OF SLAB.

4. TYPICAL FLOOR SLAB THICKNESS IS 6 INCHES UNO. PROVIDE REINFORCING

STEEL MAT PER FLOOR PLAN NOTES.

5. PROVIDE CONTROL JOINT ON SLAB SURFACE. JOINT SPACING IS SPECIFIED ON

PLAN. JOINTS MUST BE SAWED WITHIN 24 HOURS AFTER CONCRETING. CONTROL

JOINT LOCATION IS SHOWN ON FLOOR SLAB FRAMING PLAN.

6. VAPOR BARRIER, OVERLAPPED 6" AT JOINTS, AND WITH A PERMEANCE OF LESS

THAN 0.3 PERMS IN ACCORDANCE WITH ASTM E-96 SHALL BE PROVIDED UNDER

INTERIOR SLABS. WHERE NO VAPOR BARRIER IS USED, THE SUBGRADE MUST BE

DAMPENED WITH WATER IN ADVANCE OF PLACING CONCRETE.

7. ANY STRUCTURAL MEMBER PENETRATING SLAB IS TO BE 1/2” PRE-MOLDED JOINT

FILLER COMPLYING WITH ASTM D-1752, TYPE I.

8. PREMATURE FINISHING IS NOT ALLOWED. IMMEDIATELY FOLLOWING FLOATING,

TROWELLING WITH STEEL TROWELS SHOULD COMMENCE IF REQUIRED.

9. SLAB FINISH TYPE: INSIDE BUILDING – STEEL TROWELED, UNLESS OTHERWISE

NOTED.

GENERAL NOTES LOAD CRITERIA CAST-IN-PLACE CONCRETE

CODES AND STANDARDS

FOUNDATION

SLAB-ON-GRADE

C S

.D

W G

1. SEE ARCH FOR LOCATION OF MASONRY WALLS.

2. DESIGN MASONRY ASSEMBLAGE STRENGTH, F'M = 1500 PSI. NET

AREACOMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS

SHALL BE A MINIMUM OF 1900 PSI.

3. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C129 AND BE

MANUFACTURED WITH LIGHTWEIGHT WEIGHT AGGREGATE.

4. MORTAR SHALL CONFORM TO ASTM C 270 TYPE 'S'. GROUT FOR FILLED

CELL SHALL CONFORM TO ASTM C476 AND SHALL NOT CONTAIN

ADMIXTURES.

5. GROUT SHALL ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF

3000 PSI, WITH A SLUMP OF 9 IN.

6. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM

A615 / A615M, GRADE 60 AND SHALL HAVE FABRICATION TOLERANCES

IN ACCORDANCE WITH ACI 315. SHOP FABRICATE REINFORCING BARS

WHICH ARE INDICATED TO BE BENT OR HOOKED.

7. PROVIDE 9 GAGE HORIZONTAL REINFORCEMENT AT 16 IN. SPACING.

USE LADDER TYPE REINFORCEMENT.

8. PROVIDE #5@48 “ VERTICAL REINFORCEMENT.

9. VERTICAL REINFORCEMENT MUST HAVE A MINIMUM 48 BAR DIAMETER

LAP SPLICE UNO. CENTER WALL REINFORCEMENT IN BLOCK CELLS

UNO. USE NONMETALLIC BAR POSITIONERS.

10. PROVIDE DOWEL REINFORCEMENT IN FOUNDATION OF SAME SIZE AND

SPACING AS VERTICAL WALL REINFORCEMENT, DOWELS SHALL BE

EPOXIED 6” INTO EXISTING WALL.

11. PROVIDE A CONTINUOUS BOND BEAM AT TOP OF WALL WITH 2 #5

BARS INSIDE. VERTICAL REBARS SHALL BE DEVELOPED INTO BOND

BEAM, UNO.

MASONRY

1. SUBMIT ANCHOR PRODUCT DATA TO THE COR FOR APPROVAL.

2. ANCHORS RODS SHALL BE STAINLESS STEEL.

3. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS.

4. BASE ANCHOR CAPACITY USED IN DESIGN ON THE TECHNICAL DATA

PUBLISHED BY THE MANUFACTURER IN ACCORDANCE WITH ACI

355.4-11 FOR POST INSTALLED ADHESIVE ANCHORS. UNLESS

OTHERWISE DIRECTED BY THE CONTRACTING OFFICER PROVIDE

ON OF THE FOLLOWING CERTIFICATIONS.

A. ACI 355.4 EVALUATION REPORT

B. ASTIM CERTIFICATION

C. ICC-ES EVALUATION REPORT INDICATING CONFORMANCE

WITH APPLICABLE ICC-ES AC308

5. ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO

PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR

ANCHORING PRODUCTIONS SPECIFIED. SUBMIT DOCUMENTATION

THAT ALL CONTRACTOR’S PERSONNEL WHO INSTALL ANCHORS ARE

TRAINED PRIOR TO COMMENCEMENT OF INSTALLING ANCHORS.

6. EXISTING REINFORCING BARS AND PRETENSION STRANDS IN THE

CONCRETE WALLS MAY CONFLICT WITH SPECIFIC ANCHOR

LOCATIONS. REVIEW THE EXISTING STRUCTURAL DRAWINGS AND

FIELD VERIFY THE POSITION OF THE REINFORCING AND

PRETENSION STRANDS AT THE LOCATION OF THE CONCRETE

ANCHORS BY GPR, X-RAY, CHIPPING OR OTHER MEANS.

7. COORDINATE HOLES IN EDGE ANLGES AND OTHER ANCHOR

LOCATIONS WITH EXISTING REBAR PRIOR TO FABRICATION.

POST INSTALLED ANCHORS

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S-002

BLDG #3

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A

.0

1. NON-COMPOSITE FLOOR DECK FOR CONCRETE ROOF MUST BE GALVANIZED STEEL

CONFORMING TO ASTM A1008 WITH A MINIMUM YIELD STRENGTH OF 50 KSI. NON-

COMPOSITE STEEL FORM DECK MUST BE 1 1/2" DEEP, TYPE 1.5C-36 DECK WITH THE

FOLLOWING MINIMUM SECTION PROPERTIES GALV MUST BE GALVANIZED AND RECEIVE

HIGH PERFORMANCE COATING, SEE SPECIFICATIONS:

A. T=0.0358 IN (20 GAGE)

B. IP=0.216 IN4/FT

C. SP=0.226 IN3/FT

D. SN=0.218 IN3/FT

2. THE STEEL DECK IS THE STRUCTURAL ELEMENT FOR GRAVITY SUPPORT AND

HORIZONTAL DIAPHRAGM. THE DECK IS DESIGNED AS 3 CONTINUAL SPANS MINIMUM.

3. NON-COMPOSITE FLOOR DECK AT EACH END OF MECHANICAL SHEAD (AFREA G) FLLOR

MUST BE GALVANIZED STEEL CONFORMING TO ASTM A1008 WITH A MINIMUM YIELD

STRENGTH OF 50 KSI. NON-COMPOSITE STEEL FLOOR DECK MUST BE 2" DEEP, TYPE

2C-36 DECK WITH THE FOLLOWING MINIMUM SECTION PROPERTIES:

A. T=0.0358 IN (20 GAGE)

B. IP=0.409 IN4/FT

C. SP=0.326 IN3/FT

D. SN=0.337 IN3/FT

4. NON-COMPOSITE DECKS MUST BE FASTENED TO THE SUPPORTING STRUCTURE WITH

5/8" Ø PUDDLE WELDS AT A 36/6 WELD PATTERN. SIDE LAP CONNECTIONS MUST BE MADE

WITH #10 SELF TAPPING SCREWS AT MIDSPAN BETWEEN SUPPORTS, NO FURTHER THAN

12" OC. FASTEN DISCONTINUOUS SIDE OF FLOOR DECK TO SUPPORTING STRUCTURE

WITH 5/8" Ø PUDDLE WELDS AT 12" ON CENTER UNO.

5. FOR THE NEW ROOF DECK AT EACH END OF MECHANICAL SHED (AREA G), NON

COMPOSITE ROOF DECK MUST BE CONFORMING TO ASTM A653-94 WITH A MINIMUM

YIELD STRENGTH OF 33 KSI. THESE STEEL ROOF DECKS MUST BE 3" DEEP TYPE N DECK

WITH THE FOLOWING MINIMUM SECTION PROPERTIES DECK MUST BE GALANIZED:

A. T=0.0358 IN (20 GAGE)

B. IP=0.848 IN4/FT

C. SP=0.501 IN3/FT

D. CN=0.552 IN3/FT

6. ROOF DECK MUST BE FASTENED TO THE SUPPORTING STRUCTURE WITH 5/8" Ø PUDDLE

WELDS AT A 24/4 WELD PATTERN. SIDE LAP CONNECTIONS MUST BE MADE WITH #10

SELF TAPPING SCREWS AT QUARTER POINTS BETWEEN SUPPORTS, NO FURTHER THAN

12" ON CENTER. FASTEN DISCONTINUOUS SIDE OF ROOF DECK TO SUPPORTING

STRUCTURE WITH 5/8" Ø PUDDLE WELDS AT 12" ON CENTER, UNO.

7. STEEL DECK SHALL BE GALVANIZED AND EPOXY COATED, SEE SPECIFICATIONS.

1. SPECIAL INSPECTIONS WILL BE PERFORMED PER REQUIREMENTS OF CHAPTER 17 OF

THE INTERNATIONAL BUILDING CODE (IBC) AND AS MODIFIED BY THE UFC.

2. THE GOVERNMENT WILL EMPLOY SPECIAL INSPECTOR AND MATERIAL TESTING AGENT

TO CONDUCT SPECIAL INSPECTION. INSPECTION REPORTS AND TEST RESULTS MUST BE

REVIEWED AND APPROVED BY THE COR.

3. THE FOLLOWING GENERAL TYPES OF WORK REQUIRE SPECIAL INSPECTION:

FOUNDATIONS

CONCRETE

REINFORCING STEEL

STRUCTURAL STEEL

STRUCTURAL WELDING

ROOF DECK ATTACHMENT

1. MATERIAL STRENGTH:

A. WIDE FLANGE SHAPES - ASTM A992, FY = 50 KSI

B. RECTANGULAR HOLLOW STRUCTURAL SECTIONS - ASTM A500 GRADE B, FY = 46 KSI

C. ROUND HOLLOW STRUCTURAL SECTIONS - ASTM A500 GRADE C, FY = 46 KSI

D. PLATES, BARS, AND ALL OTHER STRUCTURAL STEEL - A572 GR 50, FY = 50 KSI

E. WELDING ELECTRODES - AWS D1.1, E70XX. FILLET WELD SIZE TYPICAL 1/4", UNO

2. STRUCTURAL STEEL ELEMENTS EXPOSED TO WEATHER MUST BE GALVANIZED IN ACCORDANCE WITH

ASTM A123 OR ASTM A153, AS APPLICABLE.

3. THE CENTER LINES OF COLUMNS AND BEAMS MUST BE LOCATED ON COLUMN LINES UNO. IN

ACCORDENCE WITH AISC 360 DESIGN MANUAL.

4. HIGH STRENGTH BOLTS MUST BE 3/4" INCH DIAMETER, TYPE F3125 GRADE A325, UNO. PROVIDE

"STANDARD" BOLT HOLES IN ACCORDANCE WITH AISC MANUAL TABLE J3.3 UNO.

5. BOLT HOLES IN STEEL FIXTURES ATTACHED BY POST-INSTALLED ANCHORS MUST ALSO USE

"STANDARD" SIZE HOLES IN TABLE J3.3, IN AISC DESIGN MANUAL, UNO.

6. ANCHORS MUST CONFORM TO ASTM F1554, GRADE 55, UNO. HEAVY HEX ANCHORAGE IS NOT

ALLOWED.

7. WHERE THE WORK OF OTHER TRADES REQUIRES CUTS, HOLES, ETC., IN STRUCTURAL STEEL MEMBERS, CUTS, HOLES, ETC., MUST BE MADE IN THE SHOP AND SHOWN ON THE SHOP DRAWINGS.

MAKING HOLES OR CUTS IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED

WITHOUT SPECIFIC APPROVAL OF THE COR.

8. THE LATERAL LOAD RESISTING SYSTEM INCLUDES PRECAST CONCRETE SHEAR WALLS AND THE ROOF DIAPHRAGM AS INDICATED BELOW. ALL ELEMENTS OF THE LATERAL LOAD RESISTING SYSTEM

INCLUDING DIAPHRAGM ARE REQUIRED TO BE COMPLETE AS INDICATED AND DETAILED IN THE

STRUCTURAL CONTRACT DOCUMENTS TO PROVIDE THE LATERAL STRENGTH AND STABILITY OF THE STEEL STRUCTURE. THE STRUCTURE SHALL BE CONSIDERED UNSTABLE UNTIL THESE SYSTEMS AND

ELEMENTS ARE COMPLETE.

A. THE LATERAL LOAD RESISTING SYSTEM FOR THE STEEL STRUCTURE INCLUDES THE FOLLOWING ELEMENTS AS INDICATED AND DETAILED IN THE STRUCTURAL CONTRACT DOCUMENTS: EXISTING

PRECAST SHEAR WALLS AT NORTH, EAST AND WEST WALLS OF THE RS POOL, AND THE NEW

PRECAST SHEAR WALLS AT THE SOUTH WALLS.

B. THE LATERAL LOAD RESISTING DIAPHRAGM FOR THE RS POOL ROOM STRUCTURE INCLUDES THE

FOLLOWING ELEMENTS AS INDICATED AND DETAILED IN THE STRUCTURAL CONTRACT

DOCUMENTS: ROOF STEEL DECK WITH CONCRETE TOPPING THAT HAS BEEN PROPERLY

ANCHORED ACCORDING TO THIS SET OF DRAWINGS.

1. THE PRECAST CONCRETE SUPPLIER MUST DESIGN THE PRECAST CONCRETE MEMBERS AND THEIR

CONNECTIONS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2018, AND IN

ACCORDANCE WITH THE LATEST ADDITION OF THE PCI DESIGN HANDBOOK. THE PRECAST

CONCRETE SUPPLIER MUST HAVE A LICENSED PROFESSIONAL ENGINEER SIGN AND SEAL THE

PRECAST CONCRETE CALCULATIONS AND SHOP DRAWINGS. THIS ENGINEER MUST ALSO PROVIDE A

STATEMENT ON THE SHOP DRAWINGS STATING THAT THE PRECAST MEMBERS AND CONNECTION

ARE DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2018.

2. PRECAST LOAD BEARING WALLS MUST BE DESIGNED PER MEMBER FORCES OR LOADING GIVEN IN

THIS CONTRACT DOCUMENT.

3. PRECAST CONCRETE SUPPLIER MUST COORDINATE WITH ARCHITECTURAL, STRUCTURAL,

MECHANICAL, ELECTRICAL AND CIVIL DRAWINGS FOR LOCATIONS OF EMBEDS, OPENINGS AND

POCKETS IN MEMBERS.

4. CONTRACTOR MUST PROVIDE SLEEVES FOR MECHANICAL PIPES AND ELECTRICAL CONDUITS

THROUGH THE PRECAST MEMBERS. CONTRACTOR MUST VERIFY SIZE AND LOCATIONS OF OPENINGS

IN PRECAST MEMBERS WITH THE TRADE REQUIRING THE SLEEVE.

5. CONNECTION HARDWARE EXPOSED TO EXTERIOR CONDITIONS MUST BE GALVANIZED UNLESS

OTHERWISE NOTED. GALVANIZED SURFACES THAT ARE SUBSEQUENTLY FIELD WELDED MUST BE

TOUCHED-UP WITH ZINC-RICH PAINT. CONNECTIONS BELOW GRADE MUST NOT BE EXPOSED TO THE

SUBGRADE.

6. DETAILS AND NOTES SHOWN ON THESE DRAWINGS ARE TYPICAL. PRECAST CONCRETE SUPPLIER MUST BE RESPONSIBLE FOR VARIATIONS IN LENGTH, SPECIAL DETAILS AND CONDITIONS, AND

REQUIRED EMBEDMENTS AS DETAILED ON THESE DRAWINGS.

7. PRECAST CONCRETE SUPPLIER MUST FURNISH ALL LOOSE CLIP ANGLES, INSERTS, AND WELD

PLATES NECESSARY FOR PROPER INSTALLATION.

8. PRECAST CONCRETE SUPPLIER MUST LOCATE PICKUP POINTS, SELECT PICKUP HARDWARE, SELECT

TEMPORARY BRACING AND BE RESPONSIBLE FOR DESIGNING AND SUPPLYING ANY ADDITIONAL

REINFORCING, SHORING, ETC. AS REQUIRED FOR ERECTION PURPOSES.

9. MEMBERS DAMAGED OR CRACKED DURING ERECTION MUST BE REPLACED OR REPAIRED AS

DIRECTED BY THE COR.

10. MEMBER WIDTHS AND DEPTHS SHOWN ARE THE MINIMAL REQUIRED. ANY ADDITIONAL PRECAST

STRUCTURAL MEMBER DEPTH REQUIRED TO CONSTRUCT THE BUILDINGS MUST BE PROVIDED

WITHOUT ADDITIONAL COST. HOWEVER, THE INCREASE OF MEMBER SIZE MUST BE APPROVED BY

THE COR.

11. PRECAST CONCRETE STRENGTH F'C = 5000 PSI, MINIMUM.

12. SHOP DRAWINGS MUST INDICATE THE DESIGN LOADS. SHOP DRAWINGS MUST NOT BE SUBMITTED

TO THE ARCHITECT/ENGINEER UNTIL REVIEWED BY THE CONTRACTOR.

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

REF REFERENCE

REINF REINFORCED OR

REINFORCING

REQD REQUIRED

REV REVISION

SCHED SCHEDULE

SD SELF DRILLING

SDI STEEL DECK INSTITUTE

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SL SLOPE

SLC SLIP CRITICAL

CONNECTION

SOG SLAB-ON-GRADE

SP SPACING

SSH SHORT SLOTTED (BOLT)

HOLE

SSL SHORT SLOTTED (BOLT

HOLE)

STIF STIFFENER

STL STEEL

STRUCT STRUCTURAL

T TOP

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOF TOP OF FOUNDATION

TOS TOP OF STEEL

TOW TOP OF WALL

TEMP TEMPORARY

TYP TYPICAL

UNO UNLESS NOTED

OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

WF WALL FOOTING

WHS WELDED HEADED STUD

WP WORKING POINT

WWR WELDED WIRE

REINFORCING

EMB EMBED OR EMBEDMENT

ENG ENGINEER

EOR ENGINEER OF RECORD

ES EACH SIDE

EQ EQUAL

EW EACH WAY

EXP EXPANSION

FIN FINISH OR FINISHED

FLR FLOOR

FNDT FOUNDATION

FTG FOOTING

GALV GALVANIZED

GC GENERAL CONTRACTOR

GP GUSSET PLATE

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LRFD LOAD FACTORED

RESISTANCE DESIGN

LSL LONG SLOTTED (BOLT

HOLE)

MANUF MANUFACTURER

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

NTS NOT TO SCALE

NW NORMAL WEIGHT

OC ON CENTER

OPH OPPOSITE HAND

OPP OPPOSITE

PC PRECAST CONCRETE

PCI PRECAST CONCRETE

INSTITITUTE

PJP PARTIAL JOINT

PENETRATION

PL PLATE

PLF POUNDS PER LINEAR FOOT

W/ WITH

± PLUS MINUS

Ø DIAMETER

ACI AMERICAN CONCRETE

INSTITUTE

ADJ ADJACENT

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AR ANCHOR ROD

ARCH ARCHITECT OR

ARCHITECTURAL

ASTM AMERICAN SOCIETY OF

TESTING MATERIALS

B BOTTOM

BD BAR DIAMETER

BM BEAM

BTWN BETWEEN

CF COLUMN FOOTING

CFS COLD FORMED STEEL

CIP CAST IN PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT

PENETRATION

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECT OR CONNECTION

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER

REPRESENTATIVE

D DEEP OR DEPTH

DEG DEGREE

DT DOUBLE TEE (PRECAST)

DTL DETAIL

DIA DIAMETER

DWG DRAWING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

STRUCTURAL ABBREVIATION LIST

STRUCTURAL STEEL PRECAST CONCRETE

STEEL DECK

SPECIAL INSPECTIONS

C S

.D

W G

2 3 4

B

C

M A

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H L

IN

E

A

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D

73' - 11 1/2" 32' - 11"

SHEET ID

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GRAPHIC SCALES

PLAN NORTH

SHEET NOTES

KEY PLAN

A

D

B C

E

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G U.S. COAST GUARD

CIVIL ENGINEERING

P L O

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IN

G

S C

A L E

S

C A

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A /E

C O

M P

A N

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A /E

A /E

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4' 8' 16'

1/8"=1'-0SCALE:

F

/0

/2

G

FI

N

A L

C O

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TR

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B M

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L

SD101

BLDG #3

S T

R U

C T

U R

A L

S C

H

IA

N G

A C

A R

T E

R

A C

A R

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R M

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D

E

R E

P A

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F R

S T

F B

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IN

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D E

M O

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R O

O F

F R

A M

IN

G

P

LA

N A

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A A

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E N

A

M O

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IA

N

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A S

T

T H

S T

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C L E

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H -2

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A

.0

1/8" = 1'-0" A2

DEMOLITION ROOF FRAMING PLAN AREA A

SHEET KEYNOTES

MARK DESCRIPTION

1 DISCONNECT EXISTING DT FROM PRECAST WALLS, AND

CONNECTIONS BETWEEN DT PANELS, REMOVE THE DT

FROM ABOVE. THERE ARE A TOTAL OF 17 BEAMS.

2 ALONG GRID LINE C FROM GRID LINE 2 TO GRID LINE 6,

DISCONNECT BASE WELD AND INTER PANEL WELD OF

EXISTING PRECAST AND WALL REMOVE THESE PANELS.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING

BRACING NECESSARY TO SECURE AND STABILIZE THE

SOUTH WALL AFTER DT'S ARE DISCONNECTED FROM

THE WALL.

SEQUENCE OF STRUCTURAL DEMOLITION

1. SHORE WALL ALONG LINE C (KEYNOTE 2 SD101)

2. SHORE EXISTING LOW ROOF. (KEYNOTE 2 SD103)

3. DEMOLISH EXISTING DOUBLE T'S (KEYNOTE 1 SD101)

4. REMOVE SHORING TOWERS AROUND POOL DECK. REFER TO

SS101 AND SS201 FOR DETAILS. TOTAL 30 TOWERS

5. DEMOLISH EXISTING CMU WALL AND ROOF (KEYNOTE 1

SD103)

6. REMOVE HOIST TOWERS AND STAIR, SEE AD101 AND AD102

7. REMOVE FLOOR SLAB (KEYNOTE 3 SD103), AD101 AND AD102

8. REMOVE WALL ALONG LINE C (KEYNOTE 2 SD101)

9. DEMOLISH LOW WALL AND FOOTING (KEYNOTE 6 SD103)

10. DEMOLISH PART OF FOUNDATION ON LINE C (KEYNOTE 5

SD103)

1. FOR GENERAL NOTES AND ABBRIVIATIONS REFER TO S-001

AND S-002.

2. COORDINATE DEMOLITION WORK WITH ARCHITECTURE,

MECHANICAL, PLUMBING, ELECTRICAL, AND NATATORIUM.

C S

D .D

4 5 6

C

25' - 1 1/2" 63' - 6 1/2"

M A

T C

H L

IN

E

A

S

D

2'-6"x2'-6"

THICKENED SLAB

CONC SLAB-ON-GRADE

3" TYP

STAIR TOWER TO BE

REMOVED AND REINSTALLED

AFTER DECK IS RE-BUILT

3" RECESS INFILL

#5 @ 12" OC

EACH WAY BOTT

2 MIN

T/ SLAB

SEE PLAN

1' - 3" 1' - 3"UNO

3" CLR TYP

NOTE:

SEE ARCH FOR LOCATIONS OF STAIR TOWER

SHEET ID

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GRAPHIC SCALES

PLAN NORTH

SHEET NOTES

KEY PLAN

A

D

B C

E

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G U.S. COAST GUARD

CIVIL ENGINEERING

P L O

T T

IN

G

S C

A L E

S

C A

L E

A /E

C O

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A N

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C O

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IN

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A /E

A /E

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O F

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C G

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N U

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C G

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IL

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G

U N

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/0

/2

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A L

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TR

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D O

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M E

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TS

S U

B M

IT

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L

SD102

BLDG #3

S T

R U

C T

U R

A L

S C

H

IA

N G

A C

A R

T E

R

A C

A R

T E

R M

W

IL

D

E

R E

P A

IR

O

F R

S T

F B

U

IL

D

IN

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D E

M O

LI

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IO

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R O

O F

F R

A M

IN

G

P

LA

N A

R E

A B

-D

E N

A

M O

R G

IA

N

O S

E

A S

T

T H

S T

R E

E T

C L E

V E

L A

N D

O

H -2

U S

C G

E L

IZ

A B

E T

H C

IT

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E L

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A B

E T

H C

IT

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N C

W S

P U

S A

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E N

D

IX

R D

S

T E

V

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IN

IA

B

E A

C H

V

A

.0

1/8" = 1'-0" A1

DEMOLITION ROOF FRAMING PLAN AREA B

SHEET KEYNOTES

MARK DESCRIPTION

1 DISCONNECT EXISTING DT FROM PRECAST WALLS, AND

CONNECTIONS BETWEEN DT PANELS, REMOVE THE DT

FROM ABOVE. THERE ARE A TOTAL OF 17 BEAMS.

2 ALONG GRID LINE C FROM GRID LINE 2 TO GRID LINE 6,

DISCONNECT BASE WELD AND INTER PANEL WELD OF

EXISTING PRECAST AND WALL REMOVE THESE PANELS.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING

BRACING NECESSARY TO SECURE AND STABILIZE THE

SOUTH WALL AFTER DT'S ARE DISCONNECTED FROM

THE WALL.

1. FOR GENERAL NOTES AND ABBRIVIATIONS REFER TO S-001

AND S-002.

2. COORDINATE DEMOLITION WORK WITH ARCHITECTURE,

MECHANICAL, PLUMBING, ELECTRICAL, AND NATATORIUM.

C S

D .D

W G

SEQUENCE OF STRUCTURAL DEMOLITION

1. SHORE WALL ALONG LINE C (KEYNOTE 2 SD101)

2. SHORE EXISTING LOW ROOF. (KEYNOTE 2 SD103)

3. DEMOLISH EXISTING DOUBLE T'S (KEYNOTE 1 SD101)

4. REMOVE SHORING TOWERS AROUND POOL DECK. REFER TO

SS101 AND SS201 FOR DETAILS. TOTAL 30 TOWERS

5. DEMOLISH EXISTING CMU WALL AND ROOF (KEYNOTE 1

SD103)

6. REMOVE HOIST TOWERS AND STAIR, SEE AD101 AND AD102

7. REMOVE FLOOR SLAB (KEYNOTE 3 SD103)

8. REMOVE WALL ALONG LINE C (KEYNOTE 2 SD101)

9. DEMOLISH LOW WALL AND FOOTING (KEYNOTE 6 SD103)

10. DEMOLISH PART OF FOUNDATION ON LINE C (KEYNOTE 5

SD103)

3/4" = 1'-0" D6

THICKENED SLAB METAL STAIR POST DEMOLITION

0 4' 8' 16'

1/8"=1'-0SCALE:

0 0.5' 1' 2'

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

3 4 5

C

32' - 11" 25' - 1 1/2"

A4

SD103

13' - 3" 8' - 1"

A1

SD103

11 EXISTING STEEL ROOF FRAMING

EXISTING 3"

ROOF DECK

3' - 8"

POOL DECK

0"

WAVE GEN.

3' - 6"

POOL DECK

0"

C

LOW ROOF

17' - 0"

EXISTING SLAB AND

FOUNDATION TO REMAIN

EXISTING

GRADE BEAM

STEEL COLUMNS TO REMAIN

WAVE GEN.

3' - 6"

3 4 5

C

A4

SD103

A1

SD103

32' - 11" 25' - 1 1/2"

4 4

16' - 0" 16' - 0"

A4

SD103

SIM

EXISTING HSS6x6x1/4

COLUMNS, TYP

9' - 1"5' - 6"

2' - 6"

OPH

SOG NOT

CONNECTED TO WALL

EXISTING POOL WALL

TO REMAIN

SHEET ID

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GRAPHIC SCALES

PLAN NORTH

KEY PLAN

A

D

B C

E

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G U.S. COAST GUARD

CIVIL ENGINEERING

P L O

T T

IN

G

S C

A L E

S

C A

L E

A /E

C O

M P

A N

Y

C O

N S

U L T

IN

G

A /E

A /E

P R

O J E

C T

N U

M B

E R

S H

E E

T

O F

U S

C G

D R

A W

IN

G

N U

M B

E R

U S

C G

P R

O J E

C T

N U

M B

E R

U S

C G

F

IL

E N

A M

E

U S

C G

P R

O J E

C T

M A

N A

G E

R

:1

A S

S H

O W

N

C

IV

IL

E

N G

IN

N

E R

IN

G

U N

IT

F

/0

/2

G

FI

N

A L

C O

N S

TR

U

C

TI

O N

D O

C U

M E

N

TS

S U

B M

IT

TA

L

SD103

BLDG #3

S T

R U

C T

U R

A L

S C

H

IA

N G

A C

A R

T E

R

A C

A R

T E

R M

W

IL

D

E

R E

P A

IR

O

F R

S T

F B

U

IL

D

IN

G

D E

M O

LI

T

IO

N

F R

A M

IN

G

A N

D F

O U

N D

A T

IO

N

P

LA

N S

A R

E A

G

-D

E N

A

M O

R G

IA

N

O S

E

A S

T

T H

S T

R E

E T

C L E

V E

L A

N D

O

H -2

U S

C G

E L

IZ

A B

E T

H C

IT

Y

E L

IZ

A B

E T

H C

IT

Y

N C

W S

P U

S A

B

E N

D

IX

R D

S

T E

V

IR

G

IN

IA

B

E A

C H

V

A

.0

1/4" = 1'-0" E1

DEMOLITION ROOF FRAMING PLAN AREA G

1/4" = 1'-0"SD103

DEMOLITION WAVE GEN ENCLOSURE SECTIONA4

1/4" = 1'-0"SD103

DEMOLITION WAVE GEN ENCLOSURE SECTIONA1

SHEET KEYNOTES

MARK DESCRIPTION

1 DEMOLISH EXISTING CMU WALL WITH ROOF OVER IT.

2 CUT TUBE STEEL BEAM END FROM PRECAST CONCRETE

WALL. TOTAL (9). EXISTING TUBE STEEL BEAMS AND

COLUMNS TO REMAIN. PROVIDE SHORING TO STABILIZE

REMAINING STEEL MEMBERS UNTIL RECONNECTED TO

NEW WALLS.

3 CUT AND REMOVE EXISTING FLOOR SLAB WITHOUT

DAMAGING WAVE CHAMBER WALL.

4 WAVE CHAMBER WALL

5 DEMOLISH WALL FOOTING 16FT LONG FROM WAVE

CHAMBER WALL. FOOTING DEPTH 2'-0" TYPICAL FOR

BIDDING PURPOSE.

6 DEMOLISH LOW WALL AND FOOTING.

7 REMOVE EXISTING COLUMN

8 REMOVE EXISTING WALL PANELS

9 #5 @ 12", CUT EXISTING REBAR AT THE FACE OF THE

POOL WALL TO REMAIN

10 REMOVE POOL DESK SLAB-ON-GRADE ENTIRELY

1/4" = 1'-0" C1

DEMOLITION FOUNDATION PLAN AREA G

C S

D .D

W G

3/4" = 1'-0" A6

POOL DECK DEMOLITION DETAIL

0 2' 4' 8'

1/4"=1'-0SCALE:

0 0.5' 1' 2'

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

EXISTING HSS 6x6x1/4 BEAMS

C

W1

73' - 11 1/2" 32' - 11"

6 EQ SP

E

Q S

P

EXISTING POOL EDGE

CJ

CJ

TYP

-1' - 0"

C J

T Y

P

C J

T Y

P

M A

T C

H L

IN

E

A

S

B

0"

0"

-1 3/8"

-1 3/8"

0" 0"

POOL DECK

0"

0"

PRECAST CONCRETE

WALL PANELS

-1"

-1"

6" SOG

6" SOG

6" SOG

3' - 6"

B7

S-301

B7

S-301

A1

S-304 ________________________________________________ 1 2

A1

S-304

ISOLATION JOINT

SEE A1/S-304

14' - 4 1/2" 90' - 10"

8' - 5"

/2

SLOPE

DOWN

S L

O P

E D

O W

N

S L O

P E

O W

N

TYP

TYP

-1 3/8"

TYP

TYP

-1 3/8"

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

E D

IT

E

D B

Y

C H

E C

K E

D B

Y

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

GRAPHIC SCALES

PLAN NORTH

SHEET NOTES

KEY PLAN

A

D

B C

E

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G U.S. COAST GUARD

CIVIL ENGINEERING

P L O

T T

IN

G

S C

A L E

S

C A

L E

A /E

C O

M P

A N

Y

C O

N S

U L T

IN

G

A /E

A /E

P R

O J E

C T

N U

M B

E R

S H

E E

T

O F

U S

C G

D R

A W

IN

G

N U

M B

E R

U S

C G

P R

O J E

C T

N U

M B

E R

U S

C G

F

IL

E N

A M

E

U S

C G

P R

O J E

C T

M A

N A

G E

R

:1

A S

S H

O W

N

C

IV

IL

E

N G

IN

N

E R

IN

G

U N

IT

4' 8' 16'

1/8"=1'-0SCALE:

F

/0

/2

G

FI

N

A L

C O

N S

TR

U

C

TI

O N

D O

C U

M E

N

TS

S U

B M

IT

TA

L

SB101

BLDG #3

S T

R U

C T

U R

A L

S C

H

IA

N G

A C

A R

T E

R

A C

A R

T E

R M

W

IL

D

E

R E

P A

IR

O

F R

S T

F B

U

IL

D

IN

G

P O

O L

D E

C K

P

LA

N A

R E

A A

-D

E N

A

M O

R G

IA

N

O S

E

A S

T

T H

S T

R E

E T

C L E

V E

L A

N D

O

H -2

U S

C G

E L

IZ

A B

E T

H C

IT

Y

E L

IZ

A B

E T

H C

IT

Y

N C

W S

P U

S A

B

E N

D

IX

R D

S

T E

V

IR

G

IN

IA

B

E A

C H

V

A

.0

1/8" = 1'-0" A2

POOL DECK PLAN AREA A

1. POOL DECK ELEVATION, 0'-0", IS AT TOP OF POOL WALL. POOL

DECK SLAB SLOPES FROM 0’-0” DOWN TO TRENCH DRAIN.

REFER TO A-101 FOR DETAIL.

2. POOL DECK IS 6” THICK CONCRETE SLAB-ON-GRADE, OVER A

10 MIL VAPOR BARRIER ON 4" GRANULAR MATERIAL.

3. SLAB REINFORCING IS 6X6 - W2.0 X W2.0 WWR. PROVIDE 1 1/2"

CLEAR CONCRETE COVER ON TOP. PROVIDE CHAIRS TO

SUPPORT REINFORCING STEEL AS REQUIRED.

4. REFER TO S-301 FOR STANDARD DETAILS OF SLAB

REINFORCING AND JOINTING.

5. PROVIDE CONTROL JOINTS PER LAYOUT ON THIS PLAN. WHEN

FORMED JOINT IS USED, INSERT 1/8" PREMOLDED JOINT WHEN

CONCRETE IS PLACED.

6. COORDINATE FLOOR DEPRESSIONS, RAISED SLABS, SLOPES,

DRAINS, ETC. WITH THE ARCHITECTURAL AND PLUMBING

DRAWINGS.

7. SEE A-101 FOR TRENCH POSITION AND LENGTH. SEE P-111

FOR TRENCH DETAIL

8. FOR GENERAL NOTES REFER TO SHEETS S-001 AND S-002.

C S

B .D

W G

SHEET KEYNOTES

MARK DESCRIPTION

1 THICKENED SLAB, 1'-3" DEEP, 5'-0"x5'-0". SEE A4/S-304

FOR POST ANCHORAGE

2 THICKENED SLAB, 1'-3" DEEP, 2'-0"x2'-0". SEE A4/S-304

FOR POST ANCHORAGE.

3 SEE A-101 AND A-102 FOR LOCATION OF DIVING

PLATFORM AND POSITION OF ALL POST PER EXISTING

PLATFORM.

SEE B2/SF105 FOR

MORE DETAILS

USAC671134

SC SEAL STAMP

C

W2

25' - 1 1/2" 63' - 6 1/2"

C J

T Y

P

CJ

TYP

C J

T Y

P

M A

T C

H L

IN

E

A

S

B 1 3' - 6"

-1' - 0"

-1' - 0"

EXISTING STRUCTURAL

SLAB COVER OVERFLOW TANK,

NO WORK IN SHADED AREA

0"

0"

0"

-1 3/8"

0"

POOL DECK

-1 3/8"

0" 0"

E

Q S

P

T

O T

A L

EXISTING

POOL EDGE

-1"

-1/2"

-1/4"6" SOG

6" SOG

6" SOG

B7

S301

A1

S304

12' - 9"

B7

S301

SEE B2/SF105 FOR

MORE DETAILS

A1

S304

75' - 11"

/2

/2

7' - 9"

B8

SF105

S L

O P

E D

O W

N

S L

O P

E D

O W

N

SLOPE

DOWN

TYP

-1 3/8"

TYP

-1 3/8"

TYP

/2

TYP

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

E D

IT

E

D B

Y

C H

E C

K E

D B

Y

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

GRAPHIC SCALES

PLAN NORTH

SHEET NOTES

KEY PLAN

A

D

B C

E

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G U.S. COAST GUARD

CIVIL ENGINEERING

P L O

T T

IN

G

S C

A L E

S

C A

L E

A /E

C O

M P

A N

Y

C O

N S

U L T

IN

G

A /E

A /E

P R

O J E

C T

N U

M B

E R

S H

E E

T

O F

U S

C G

D R

A W

IN

G

N U

M B

E R

U S

C G

P R

O J E

C T

N U

M B

E R

U S

C G

F

IL

E N

A M

E

U S

C G

P R

O J E

C T

M A

N A

G E

R

:1

A S

S H

O W

N

C

IV

IL

E

N G

IN

N

E R

IN

G

U N

IT

4' 8' 16'

1/8"=1'-0SCALE:

F

/0

/2

G

FI

N

A L

C O

N S

TR

U

C

TI

O N

D O

C U

M E

N

TS

S U

B M

IT

TA

L

SB102

BLDG #3

S T

R U

C T

U R

A L

S C

H

IA

N G

A C

A R

T E

R

A C

A R

T E

R M

W

IL

D

E

R E

P A

IR

O

F R

S T

F B

U

IL

D

IN

G

P O

O L

D E

C K

P

LA

N A

R E

A B

-D

E N

A

M O

R G

IA

N

O S

E

A S

T

T H

S T

R E

E T

C L E

V E

L A

N D

O

H -2

U S

C G

E L

IZ

A B

E T

H C

IT

Y

E L

IZ

A B

E T

H C

IT

Y

N C

W S

P U

S A

B

E N

D

IX

R D

S

T E

V

IR

G

IN

IA

B

E A

C H

V

A

.0

1/8" = 1'-0" A2

POOL DECK PLAN AREA B

C S

B .D

W G

1. POOL DECK ELEVATION, 0'-0", IS AT TOP OF POOL WALL. POOL

DECK SLAB SLOPES FROM 0’-0” DOWN TO TRENCH DRAIN.

REFER TO A-101 FOR DETAIL.

2. POOL DECK IS 6” THICK CONCRETE SLAB-ON-GRADE, OVER A

10 MIL VAPOR BARRIER ON 4" GRANULAR MATERIAL.

3. SLAB REINFORCING IS 6X6…