Draft Drawings_VOLUME 6.pdf

PDF 35 MB Posted Jul 26, 2020

Attached to: Improve Military Family Housing, Stearley Heights, Kadena Air Base, Okinawa, Japan
Solicitation number: W912HV-20-Z-0037
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 27, 2023

This sources sought notice seeks information from local construction firms for a design-build-bid project to improve military family housing at Stearley Heights on Kadena Air Base in Okinawa, Japan. The project scope involves interior and exterior renovation of 130 single-family housing units and will be awarded as a firm-fixed-price contract between 2.5 and 10 billion yen. Interested parties are requested to provide company and bonding information as well as descriptions of relevant experience by August 27, 2020 to be considered for the anticipated fiscal year 2021 solicitation. The work is expected to have a 60-month period of performance and will be conducted in accordance with DoD facility criteria.

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Other files

File	Type	Posted
Draft Drawings_VOLUME 1 Part A.pdf	PDF	Jul 26, 2020
Draft Drawings_VOLUME 4.pdf	PDF	Jul 26, 2020
Draft Drawings_VOLUME 3.pdf	PDF	Jul 26, 2020
Sources Sought (Stearley Heights).pdf	PDF	Jul 26, 2020
Draft Specifications Part B.pdf	PDF	Jul 26, 2020
Draft Drawings_VOLUME 2.pdf	PDF	Jul 26, 2020
Draft Specifications Part A.pdf	PDF	Jul 26, 2020
Draft Specifications Part C.pdf	PDF	Jul 26, 2020
Draft Drawings_VOLUME 5.pdf	PDF	Jul 26, 2020
Market Survey - W912HV20Z0037.xlsx	XLSX spreadsheet	Jul 26, 2020
Draft Drawings_VOLUME 1 Part B.pdf	PDF	Jul 26, 2020

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DRAFT

U .S

. A R

M Y

C O

O F

R S

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

US Army Corps of Engineers ®

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

G-051 N3-53

C O

S H

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

M cL

G H

C .B

R O

W N

C .B

R O

W N

C O

65%

H O

N G

Y H

-F

H _N

JAPAN DISTRICT

IMPROVE FAMILY HOUSING STEARLEY HEIGHTS

KADENA AIR FORCE BASE, OKINAWA, JAPAN

SEE COVER PAGE

APRIL 2020

LXEZ194643

, A P

Y D

2T H

Y, M

VOLUME:

N3-53

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

G-052 N3-53

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

M cL

G H

C . B

R O

W N

C . B

R O

W N

C O

65%

H O

N G

Y H

-F

H _N

, A P

Y D

2T H

Y, M

ARCHITECTURAL

SHEET NUMBER SHEET NAME

AD100 OVERALL LOWER LEVEL DEMOLITION PLAN

AD110 OVERALL FIRST FLOOR DEMOLITION PLAN

AD111 PARTIAL FIRST FLOOR DEMOLITION PLAN

AD112 PARTIAL FIRST FLOOR DEMOLITION PLAN

AD120 LOWER LEVEL REFLECTED CEILING DEMOLITION PLAN

AD130 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN

AD150 ROOF DEMOLITION PLAN

AD200 DEMOLITION ELEVATIONS

AD201 DEMOLITION ELEVATIONS

A-100 OVERALL LOWER LEVEL PLAN

A-110 OVERALL FIRST FLOOR PLAN

A-111 PARTIAL FIRST FLOOR PLAN

A-112 PARTIAL FIRST FLOOR PLAN

A-120 LOWER LEVEL REFLECTED CEILING PLAN

A-130 FIRST FLOOR REFLECTED CEILING PLAN

A-150A ROOF PLAN

A-160 AIR BARRIER PLAN

A-200A BUILDING ELEVATIONS

A-201A BUILDING ELEVATIONS

A-300A BUILDING SECTIONS

A-310A AIR BARRIER SECTIONS

A-430A WALL SECTIONS

A-431A WALL SECTIONS

A-500 PARTITION TYPES

A-510 PLAN DETAILS

A-511 CEILING DETIALS

A-520A SECTION AND ROOF DETAILS

A-550 MISCELLANEOUS DETAILS

A-600 DOOR, DOOR HARDWARE, AND WINDOWS SCHEDULES

A-610 DOOR ELEVATIONS AND DETAILS

A-612 WINDOW ELEVATIONS AND DETAILS

GENERAL

SHEET NUMBER SHEET NAME

G-051 COVER SHEET

G-052 SHEET INDEX

G-053 GENERAL ABBREVIATIONS

G-054 GENERAL PROJECT SYMBOLS AND NOTES

ELECTRICAL

SHEET NUMBER SHEET NAME

E-001 ELECTRICAL LEGEND

ED100 SUB LEVEL ELECTRICAL DEMOLITION PLAN

ED110 OVERALL ELECTRICAL DEMOLITION PLAN

E-100 SUB LEVEL ELECTRICAL PLAN

E-110 OVERALL ELECTRICAL PLAN

E-130 SUB LEVEL LIGHTING AND ELECTRICAL CEILING PLAN

E-140 OVERALL LIGHTING AND ELECTRICAL CEILING PLAN

E-301 ELECTRICAL ELEVATIONS

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAM AND PANEL SCHEDULES

E-701 LIGHT FIXTURE SCHEDULE

INTERIORS

SHEET NUMBER SHEET NAME

IF100 OVERALL LOWER LEVEL FURNITURE PLAN

IF110 OVERALL FIRST FLOOR FURNITURE PLAN

IF111 PARTIAL FIRST FLOOR FURNITURE PLAN

IF112 PARTIAL FIRST FLOOR FURNITURE PLAN

IN100 OVERALL LOWER LEVEL ELEMENTS PLAN

IN110 OVERALL FIRST FLOOR ELEMENTS PLAN

IN111 PARTIAL FIRST FLOOR ELEMENTS PLAN

IN112 PARTIAL FIRST FLOOR ELEMENTS PLAN

IN201 INTERIOR ELEVATIONS

IN202 INTERIOR ELEVATIONS

IN203 INTERIOR ELEVATIONS

IN204 INTERIOR ELEVATIONS

IN205 INTERIOR ELEVATIONS

IN401 ENLARGED KITCHEN PLAN

IN402 ENLARGED BATHROOM PLANS

IN403 ENLARGED BATHROOM PLAN

IN500 INTERIOR DETAILS

IN511 CASEWORK DETAILS

IN512 CASEWORK DETAILS

IN513 CASEWORK DETAILS

IN514 CASEWORK DETAILS

IN600 INTERIOR FINISH SCHEDULE

IN700 OVERALL LOWER LEVEL FINISH PLAN

IN710 OVERALL FIRST FLOOR FINISH PLAN

IN711 PARTIAL FIRST FLOOR FINISH PLAN

IN712 PARTIAL FINISH FLOOR PLAN

MECHANICAL

SHEET NUMBER SHEET NAME

M-001 MECHANICAL ABBREVIATIONS, LEGENDS, AND NOTES

MD100 LOWER LEVEL HVAC DEMOLITION PLAN

MD110 FIRST FLOOR HVAC DEMOLITION PLAN

M-100 LOWER LEVEL HVAC FLOOR PLAN

M-110 OVERALL FIRST FLOOR HVAC PLAN

M-111 PARTIAL FIRST FLOOR HVAC PLAN

M-112 PARTIAL FIRST FLOOR HVAC PLAN

M-500 MECHANICAL DETAILS

M-501 MECHANICAL DETAILS

M-600 MECHANICAL SCHEDULES

PLUMBING

SHEET NUMBER SHEET NAME

P-001 PLUMBING NOTES, LEGEND AND ABBREVIATIONS

PD100 LOWER LEVEL PLUMBING DEMOLITION PLAN

PD110 PLUMBING DEMOLITION FLOOR PLAN

P-100 LOWER LEVEL PLUMBING FLOOR PLAN

P-101 LOWER LEVEL SANITARY FLOOR PLAN

P-102 LOWER LEVEL DOMESTIC FLOOR PLAN

P-110 OVERALL FIRST FLOOR PLUMBING FLOOR PLAN

P-111 PARTIAL FIRST FLOOR PLUMBING PLAN - SANITARY

P-112 PARTIAL FIRST FLOOR PLUMBING PLAN - SANITARY

P-113 PARTIAL FIRST FLOOR PLUMBING PLAN - DOMESTIC

P-114 PARTIAL FIRST FLOOR PLUMBING PLAN - DOMESTIC

P-500 PLUMBING DETAILS

P-501 PLUMBING DETAILS

P-600 PLUMBING SCHEDULES

P-900 SANITARY PLUMBING RISER DIAGRAM

P-901 DOMESTIC PLUMBING RISER DIAGRAM

STRUCTURAL

SHEET NUMBER SHEET NAME

S-001 GENERAL NOTES & ABBREVATIONS

SD100 BASEMENT PLAN DEMOLITION

SD110 FOUNDATION PLAN DEMOLITION

SD150A ROOF FRAMING PLAN DEMOLITION

S-100 BASEMENT FLOOR PLAN

S-110 FOUNDATION PLAN

S-150A ROOF FRAMING PLAN

S-200A ROOF TRUSS PROFILES

S-330A STRUCTURAL FRAMING SECTIONS

S-331A STRUCTURAL FRAMING SECTIONS

S-332A STRUCTURAL FRAMING DETAILS

S-510 TYPICAL CONCRETE DETAILS

S-511A TYPICAL ROOF TYPE A METAL DECK DETAILS

S-512 TYPICAL OPENING DETAILS

S-900A ROOF FRAMING ISOMETRIC

TELECOMMUNICATIONS

SHEET NUMBER SHEET NAME

T-001 TELECOMMUNICATIONS LEGEND

TD100 SUB LEVEL TELECOMMUNICATOINS DEMOLITION PLAN

TD110 OVERALL TELECOMMUNICATIONS DEMOLITION PLAN

T-100 SUB LEVEL TELECOMMUNICATIONS PLAN

T-110 TELECOMMUNICATIONS PLAN

FIRE PROTECTION

SHEET NUMBER SHEET NAME

F-110 LIFE SAFETY PLAN

FX100 LOWER LEVEL FIRE SUPPRESION PLAN

FX110 OVERALL FIRE SUPPRESSION FLOOR PLAN

FX111 PARTIAL FIRE SUPPRESSION FLOOR PLAN

FX112 PARTIAL FIRE SUPPRESSION FLOOR PLAN

FX900 FIRE SUPPRESSION RISER DIAGRAM

TERMS AND ABBREVIATIONS

ANGLE

AIR CONDITIONING

AIR CONDITIONING UNIT

ANCHOR BOLT

ABOVE

ALTERNATING CURRENT

ACCESSIBLE

AMERICAN CONCRETE INSTITUTE

ACRYLIC PLASTIC

ACCESS DOOR

ACCESS PANEL

ALUMINUM CABLE STEEL REINFORCED

ACOUSTIC

ACOUSTICAL CEILING TILE

ADDITIONAL

ADDENDUM

ADHESIVE

ADJACENT / ADJOINING / ADJUSTABLE

AUTOMATIC DOOR OPERATOR

ABOVE FINISHED FLOOR

AGGREGATE

ANCHOR

AIR HANDLING UNIT

AREA INLET

AMPERE INTERRUPTING CAPACITY

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AMERICAN IRON AND STEEL INSTITUTE

ACTIVE LEAF

ALTERNATE

ALUMINUM

AMBIENT

AMPERE

ANODIZE

AMERICAN NATIONAL STANDARDS INSTITUTE

APPROVED

APPROXIMATE

ARCHITECT / ARCHITECTURAL

AMERICAN REFRIGERATION INSTITUTE

ASBESTOS

ABOVE SUSPENDED CEILING

ASPHALT

AMERICAN SOCIETY FOR TESTING & MATERIALS

ACOUSTICAL TILE CEILING

AUTOMATIC

AVENUE

AVERAGE

AMERICAN WIRE GAUGE

ACOUSTICAL WALL TREATMENT

L A/C

A/C UNIT

ABV

ACC

ACI

ACR

ACS DR

ACS PNL

ACSR

ACST

ACT

ADD'L

ADDM

ADH

ADJ

ADO

AFF

AGGR

AHR

AHU

AIC

AISC

AISI

A.L.

ALT

ALUM

AMB

AMP

ANOD

ANSI

APPD

APPROX

ARCH

ARI

ASB

ASC

ASPH

ASTM

ATC

AUTO

AVE

AVG

AWG

AWT

BOTTOM OF

BALL AND BURLAP

BULLETIN BOARD

BOOKCASE

BOARD

BOUNDARY

BRICK EXPANSION JOINT

BEVEL

BITUMINOUS

BED JOINT

BUILDING LINE

BUILDING

BELOW

BENCHMARK

BOTTOM OF

BOTTOM OF DUCT

BOTTOM OF LOUVER

BOTTOM OF REGISTER

BOTTOM OF STEEL

BOTTOM

BOTTOM OF UNIT

BACK PLASTER(ED)

BRACING

BRIDGING

BEARING

BEARING PLATE

BRICK

BRACKET

BRONZE

BOTH SIDES

BASEMENT

BOTTOM

BRITISH THERMAL UNIT

BTU PER HOUR

BETWEEN

BUILT-UP ROOFING

BOTH WAYS

B/ B&B

BDRY

BEJ

BEV

BITUM

BJT

BLDG

BLW

BOD

BOL

BOR

BOS

BOT

BOU

BRCG

BRDG

BRG

BRG PL

BRK

BRKT

BRZ

BSMT

BTM

Btu

BtuH

BTWN

BUR

CABINET

CAPACITY

CATCH BASIN

CUBICLE CURTAIN TRACK

CLOSED CIRCUIT TELEVISION

COVER ELEVATION

CEMENT

CEMENT PLASTER

CERAMIC

CONDUCTIVE FLOORING

COUNTERFLASHING

CUBIC FEET PER MINUTE

COLD FORMED METAL FRAMING

CUBIC FEET PER SECOND

CORNER GUARD

CHALKBOARD

CHAMFER

CHIMNEY

CHECK

CHROME PLATED

CAST IRON / CURB INLET

CAST-IN-PLACE

CIRCULAR

CONTROL JOINT / CONSTRUCTION JOINT

CIRCUIT

CIRCUIT BREAKER

CENTER LINE

CHAIN LINK FENCE

CEILING

CEILING HEIGHT

CLEAR GLASS

CONTRACT LIMIT LINE

CLOSET / CLEANOUT

CLOSURE

CLEAR(ANCE)

CLEAR WIRED GLASS

CENTIMETER(S)

CORRUGATED METAL PIPE

COMPOSITE

CONCRETE MASONRY UNIT

CONDUIT

CONDUCTIVE NEOPRENE LATEX

CORNER

COUNTER

CLEANOUT

CARBON DIOXIDE

CORPS OF ENGINEERS

COEFFICIENT

CAB

CAP

CCT

CCTV

CEM

CEM PLAS

CER

CFI

CFLG

CFM

CFMF

CFS

CH BD

CHFR

CHIM

CHK

CHR PL

CIP

CIRC

CKT

CKT BRKR

CLF

CLG

CLG HT

CLGL

CLL

CLO

CLOS

CLR

CLWG

CMP

CMPST

CMU

CND

CNL

CNR

CNTR

CO2

C.O.E.

COEFF

C (CONTINUED)

CONTRACTING OFFICER REPRESENTATIVE

COLUMN

COMMON

COMBUSTION

COMMUNICATION

COMPARTMENT

CONCRETE

CONNECT

CONSTRUCTION

CONTINUE / CONTINUOUS

CONTRACTOR

COORDINATE

CORRIDOR

COVER

CONTROL POINT

COMPRESSIBLE

CARPET

CIRCUMFERENCE

CORROSIVE RESISTANT STEEL

CROSS GRAIN

COURSE(S)

CONCRETE REINFORCING STEEL INSTITUTE

CAST STONE

COUNTERSUNK

CASEMENT

CERAMIC TILE / CURRENT TRANSFORMER

CENTER TO CENTER

CENTER

CONDENSING UNIT

COPPER

CUBIC FEET

CABINET UNIT HEATER

CUBIC YARDS

CEILING VENT

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)

COLD WATER

CYLINDER

C.O.R.

COL

COM

COMB

COMM

COMPT

CONC

CONN

CONSTR

CONT

CONTR

COORD

CORR

COV

CPRS

CPT

CRCMF

CRES

CRG

CRS

CRSI

CSK

CSMT

C TO C

CTR

CU FT

CUH

CU YD

CVH

CYL

D PENNY (AS IN NAIL - 10d)

DATUM

DRY BULB

DOUBLE

DOUBLE ACTING DOOR

DOWELED CONTROL JOINT

DUMMY CONTROL JOINT

DEGREE

DEMOLITION

DEPRESSION

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DOUBLE HUNG / DUCT HEATER

DIAMETER

DIAGONAL

DIMENSION

DISCONNECT

DISPENSER

DISTRIBUTION PANEL

DIVISION

DEAD LOAD

DAMPPROOFING

DAMPER

DEMOUNTABLE

DOWN

DOOR / DRAIN

DRAINBOARD

DOOR CLOSER

DOUBLE STRENGTH (GLASS) / DOWNSPOUT

DRAIN TILE

DOVETAIL

DRAWING

DOWEL

DRAWER

DUMBWAITER

DIRECT EXPANSION

DAT

DBL

DBL ACT DR

DCJ

DCJT

DEG

DEMO

DEPR

DEPT

DET

DIA

DIAG

DIM

DISC

DISP

DISTR PNL

DIV

DMPF

DMPR

DMT

DRB

DR CL

DVTL

DWG

DWL

DWR

DWTR

EAST

EACH

ENTERING AIR TEMPERATURE

ELECTRICAL CONTRACTOR

EACH FACE

EXPANSION JOINT

ELEVATION - GRADE OR BUILDING

ELECTRIC / ELECTRICAL

ELEVATION

EXPANDED METAL

EMBEDMENT

ESTIMATED MAXIMUM DEMAND

EMERGENCY

ENCLOSE(URE)

ENTRANCE, ENTERING

ELECTRICAL PANELBOARD

EXPLOSION PROOF

EPOXY COATING

EQUAL

EQUIPMENT

EQUIVALENT

ESCALATOR

ESTIMATE(D)

EACH WAY

ELECTRIC WATER COOLER

ENTERING WATER TEMPERATURE

EXCAVATE

EXHAUST

EXHAUST AIR

EXISTING

EXPANSION/ EXPOSED

EXPANSION BOLT

EXTERIOR

EAT

ELEC

ELEV

EMBED

EMD

EMER

ENCL

ENTR

EPRF

EPY

EQUIP

EQUIV

ESCAL

EST

EWC

EWT

EXC

EXH

EXH A

EXIST

EXST

EXP

EXP BT

EXT

FIRE HOSE CABINET

FLAT HEAD MACHINE SCREW

FIRE HOSE RACK

FIRE HOSE STATION

FLAT HEAD WOOD SCREW

FIGURE

FINISH

FINISH FLOOR

FIXTURE

FLUSH JOINT

FLOW LINE

FLASHING

FLOOR

FLEXIBLE

FLOORING

FLOOR PLATE

FLUORESCENT

FORCE MAIN

FENCE

FOUNDATION

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STUD

FIRE PARTITION / FIREPROOF

FEET PER MINUTE

FIRE RESISTANT / FRAME

FORGED

FRAMING

FIRE-RETARDANT

FULL SIZE

FASTEN(ER)

FEET

FOOTING

FURRING

FUTURE

FIRE WATER

FABRIC WALL COVERING

FHC

FHMS

FHR

FHS

FHWS

FIG

FIN

FIN FLR

FIXT

FJT

FLASH

FLR

FLEX

FLG

FLR PL

FLUOR

FND

FOC

FOF

FOM

FOS

FPM

FRG

FRMG

FRT

FSTNR

FTG

FURG

FUT

FWC

NATURAL GAS

GAGE / GAUGE

GALLON(S)

GALVANIZED

GALVANIZED STEEL

GRAB BAR / GRADE BEAM

GENERAL CONTRACTOR

GENERAL

GROUND FACE

GROUND FAULT CIRCUIT INTERRUPTER

GOVT-FURNISHED EQUIPMENT

GOVT-FURNISHED EQUIPMENT /

CONTRACTOR INSTALLED

GALVANIZED IRON

GALVANIZED IRON PIPE

GASKET(ED)

GLASS

GLASS BLOCK

GLASS FIBER

GLAZING

GLAZED CONCRETE MASONRY UNITS

GROUND

GOVERNMENT

GALLONS PER MINUTE

GYPSUM TILE

GROUND

GRANITE

GRADE LINE

GRATING

GLAZED STRUCTURAL TILE

GLAZED STRUCTURAL UNITS

GROUT

GLAZED WALL TILE

GATE VALVE

GYPSUM

GYPSUM BOARD

GYPSUM PLASTER

GAL

GALV

GALV STL

GEN

GFCI

GFE

GFE/CI

GIP

GKT

GL BLK

GLF

GLZ

GLZ CMU

GOVT

GPM

GPT

GRND

GRAN

GR LN

GRTG

GST

GSU

GWT

GYP

GYP BD

GYP PLAS

HOUR

HOSE BIBB

HOLLOW CORE

HALON CONTAINMENT DAMPER

HANDICAPPED

HEAD / HEAVY DUTY

HARDBOARD

HEAD JOINT

HEADER

HARDWARE

HARDWOOD

HIGH EARLY-STRENGTH CEMENT

HEXAGON

HANDHOLE

HOOK(S)

HOLLOW METAL

HANDRAIL

HORIZONTAL

HIGH PRESSURE / HORSEPOWER

HIGH POINT

HOUR

HIGH STRENGTH

HIGH-STRENGTH GYPSUM PLASTER

HOUSEKEEPING

HEIGHT

HEATING

HEATER

HEATING, VENTILATING & AIR CONDITIONING

HYDRAULIC

HERTZ

HCD

HCP

HDBD

HD JT

HDR

HDW

HDWD

HES

HEX

HNDRL

HORIZ

HPT

HSGYP

HSKPG

HTG

HTR

HVAC

HYDR

KILOGRAM

KILOPOUND (1000 POUNDS)

KITCHEN

KNOCKOUT PANEL

KILOPASCAL

KICKPLATE

KILOMETER

KILOVOLTS

KILOVOLT AMPERES

KILOVOLT AMPERES REACTIVE

KILOWATT

KEYWAY

ANGLE (# INDICATES SIZE)

LENGTH OF DEVELOPMENT

LABORATORY

LADDER

LAMINATE

LEAVING AIR TEMPERATURE

LAUNDRY

LAVATORY

LAG BOLT / POUND

POUNDS

LABEL

LUMBER

LIGHT CONTROL

LOAD

LENGTH

LEFT HAND(ED)

LINEAR

LOCKER

LIVE LOAD

LEAD-LINED DOOR

LONG LEG VERTICAL

LUMEN

LIMESTONE

LINTEL

LONGITUDINAL

LIGHTPROOF

LIGHTPROOF DOOR

LIGHTPROOF LOUVER

LOW POINT

LIVING ROOM

LAWN SPRINKLER / LOW STEEL

LIGHT

LIGHTWEIGHT

LIGHTING

LIGHTNING

LOUVER

LIGHTWEIGHT CONCRETE

LEAVING WATER TEMPERATURE

KIP

KIT

KOP

kPa

KPL

km kV kVA kVAR kW

KWY

L# Ld

LAB

LAD

LAM

LAT

LAU

LAV

LBS

LBL

LBR

LDG

LGTH

LIN

LKR

LLD

LLV

LMST

LNTL

LONG

LPD

LPL

LPT

LT WT

LTG

LTNG

LVR

LWC

LWT

M - O

METER(S)

MATCHED AND BEADED

MACHINE

MASONRY

MATERIAL(S)

MAXIMUM

MACHINE BOLTS

MEMBER

MEDICINE CABINET

MASONRY CONTROL JOINT

METAL-CASED OPENING

METAL DIVIDER STRIP

MECHANICAL

MECHANICAL ROOM

MEDIUM

MEMBRANE

METAL EDGE STRIP

METAL FLOOR DECKING

MANUFACTURING

MANUFACTURER

MOTOR GENERATOR

MATTE-GLAZED TILE

MANHOLE

MALLEABLE IRON

MINIMUM

MIRROR

MISCELLANEOUS

METAL LATH / MONOLITHIC

MOULDING

MILLWORK

MILLIMETER(S)

MATERIAL NOT IN CONTRACT

(INSTALLATION BY CONTRACTOR)

MASONRY OPENING

MODULAR

MODIFIED

MOTOR

MANUFACTURER

MOVABLE PARTITION

MEGAPASCAL

MOP RECEPTOR

MARBLE BASE

METAL ROOF DECKING

MACHINE SCREWS

METAL THRESHOLD / MOUNT

MOUNTED

METAL FURRING

METAL

MOVABLE

MULLION

MONITORING WELL

NUMBER SYMBOL FOR REBAR SIZE

NOT APPLICABLE

NORTH

NATURAL

NORMALLY CLOSED

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NATIONAL FIRE PROTECTION ASSOCIATION

NICKEL

NOT IN CONTRACT

NAILABLE

NEOPRENE LATEX

NONMETALLIC

NORMALLY OPEN / NUMBER

NOMINAL

NOISE REDUCTION

NOISE REDUCTION COEFFICIENT

NOT REQUIRED

NOT TO SCALE

OUTSIDE AIR

OBSCURE

OBSERVATION WINDOW

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER

OFFICE

OBSCURE GLASS

OVERHEAD

m M&B

MACH

MAS

MATL

MAX

MBR

MCJ

MCO

MDS

MECH

MECH RM

MED

MEMB

MES

MFD

MFG

MFR

MGT

MIN

MIRR

MISC

MLDG

MLWK

MNIC

MOD

MOD.

MOT

MNFR

MPa

MRB

MRD

MTD

MTFR

MTL

MVBL

MULL

N/A N

NAT

NEC

NEMA

NFPA

NIC

N.L.

NOM

NRC

N'REQD

NTS

OBSC

OBW

OCEW

OFC

OGL

OVERHEAD ELECTRIC

OVALHEAD MACHINE SCREW

OVALHEAD WOOD SCREW

OPPOSITE HAND

OPENING

OPPOSITE

OPAQUE

OPERATIONS

OUTSIDE SCREW AND YOKE

OBSCURE WIRED GLASS

OHE

OHMS

OHWS

OPNG

OPP

OPQ

OPS

OS & Y

OWGL

P - Q

POLE

PUBLIC ADDRESS

PARALLEL

PANIC BAR

PARTICLE BOARD

PUSH BUTTON STATION

PIECE

PRECAST CONCRETE

POUNDS PER CUBIC FOOT

CEMENT PLASTER (PORTLAND)

PAVEMENT DRAIN

PEDESTAL

PERFORATE(D)

PERIMETER

PHASE

PHARMACY

POINT OF INTERSECTION

PREFAB ISOLATION POWER UNIT

POST INDICATING VALVE

PLATE / POWER LINE / PROPERTY LINE

PLASTIC LAMINATE

PLASTER

PLATFORM

PLUMBING

POUNDS PER LINEAR FOOT

PILING

PLATE GLASS

PLYWOOD

PANEL

POLISHED

PORCELAIN

PORTABLE

POWER POLE

POLISHED PLATE GLASS

PARTS PER MILLION

PAIR

PREFABRICATE(D)

PREFINISHED

PREFORMED

PARKING

PROJECT

PROPOSED

PRESSURE-REGULATING VALVE

PIPE SPACE

PRESSED STEEL

PRESTRESSED CONCRETE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PNEUMATIC TUBE / POINT / PAINT(ED)

POST-TENSIONED CONCRETE

PAPER TOWEL DISPENSER

PARTITION

PAPER TOWEL RECEPTACLE

PAVED

POLYVINYL CHLORIDE

PAVING

PASS WINDOW

QUARRY TILE

QUART

QUARTER

QUARTER ROUND

QUANTITY

PAR

PBD

PBS

PCC

PCF

PCP

PED

PERF

PERIM

PHAR

PIPU

PIV

PLAM

PLAS

PLAT

PLBG

PLF

PLG

PL GL

PLYWD

PNL

POL

PORC

PORT

PPGL

PPM

PREFAB

PREFIN

PREFMD

PRPK

PROJ

PROP

PRV

P.S.

PS CONC

PSF

PSI

PT CONC

PTD

PTN

PTR

PVC

PVG

QT.

QTR

1/4 RND

QTY

S - T

STRUCTURAL FACING TILE UNIT

SHEET GLASS

SHOULDER

SHEET

SHEATHING

SHELVING

SIMILAR

STEEL JOIST INSTITUTE

SKYLIGHT

SEALANT

SLEEVE

SHEET METAL

SHEET METAL SCREWS

SLAB-ON-GRADE

SHUT OFF VALVE

SPACING

SPACER

SPECIAL

SOUNDPROOF DOOR

SPECIFICATION

SOUNDPROOF

SPECIAL FINISH

SPACE HEATER

SPEAKER

SQUARE

SQUARE HEAD

SHELF AND ROD

SERVICE SINK / SANITARY SEWER /

STANDING SEAM (ROOF)

SANITARY SEWER MANHOLE

STAINLESS STEEL

STATION

STANDARD

SEATING

STEEL

STORAGE

STATIC PRESSURE

STRINGER

STRUCTURAL

STAIRWAY

SUBFLOOR

SUSPENDED

SHEET VINYL

SWITCH / SIDEWALK / SHEAR WALL

SWITCHBOARD

SYMMETRICAL

SYNTHETIC

SYSTEM

TREAD

TOP OF

TOP AND BOTTOM

TEST AND BALANCE

TONGUE AND GROOVE

TANGENT

TOWEL BAR

TERRA COTTA

TELEPHONE

SFTU

SHLDR

SHT

SHTHG

SHV

SIM

SJI

SKLT

SLNT

SLV

SMS

SOG

SOV

SPC

SPCL

SPD

SPEC(S)

SPF

SP FIN

SPH

SPKR

SQHD

S&R

SS MH

SST

STA

STD

STG

STL

STOR

ST PR

STR

STRUCT

STWY

SUB FL

SUSP

SWBD

SYMM

SYNTH

SYS

T T/

T&B T&G

TAB

TAN

TEL

U - Z

UNITED STATES

UNIT COOLER

UNIFIED FACILITIES CRITERIA

UNDERGROUND

UNDERGROUND ELECTRIC

UNDERGROUND

UNDERGROUND TELEPHONE

UNIT HEATER

UNKNOWN

UNDERWRITERS LABORATORIES

UNEXCAVATED

UNFINISHED

UNLESS NOTED OTHERWISE

UNINTERRUPTABLE POWER SUPPLY

URINAL

UTILITY

UNIT VENTILATOR

VOLT

VARNISH

VINYL BASE

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE / VITRIFIED CLAY TILE

VAULT DOOR

VENTILATOR(TION)

VERTICAL

VESTIBULE

VINYL FABRIC

VERTICAL GRAIN

VINYL HOMOGENEOUS

V-JOINT(ED)

VENEER

VOLUME

VAPOR RETARDER

VERMICULITE

VENT STACK

VOLTAGE TRANSFORMER

VENT THRU ROOF

VINYL WALL COVERING

WEST

WITH

WITHOUT

WET BULB

WOOD BLOCKING

WATER CLOSET

WOOD-CASED OPENING

WOOD / WOOD DOOR / WINDOW

WASTE DISPOSER

WIDE FLANGE

WIRED GLASS

WALL HUNG / WATER HEATER

WHEEL BUMPER

WATT-HOUR METER

WROUGHT IRON

WORK SHOP

WATER LINE

WIRE MESH

WATER MANHOLE

WITHOUT

WATERPROOF(ING) / WORKING POINT

WASTE RECEPTACLE

WARDROBE

WATERSTOP

WASTE STACK

WAINSCOT

WEIGHT

WIDTH

WATER VALVE

WALL TO WALL

WELDED WIRE FABRIC

WELDED WIRE MESH

WELDED WIRE REINFORCEMENT

TRANSFORMER

YARD

YARD DRAIN

U.S.

UFC

UGE

UGND

UGT

UKN

UNEX

UNFIN

UNO

UPSUR

UTIL

UTY

VAR

VCP

VCT

VENT

VERT

VEST

VNR

VOL

VRM

V.T.

VTR

VWC

W W/

W/OUT

WBL

WCO

WDSP

WWF

WGL

WHB

WHM

WKSH

WMH

W/O

WRB

W.S.

WSCT

WTH

W/W

WWF

WWM

WWR

XFMR

M - O

FAHRENHEIT

FIRE ALARM / FRESH AIR

FIRE APPARATUS CLOSET

FRESH AIR INTAKE

FLOOR BEAM

FIRE BRICK

FOOT CANDLE

FACE BRICK

FACING

FLOOR CONSTRUCTION JOINT

FLOOR CLEANOUT

FAN COIL UNIT

FLOOR DRAIN

FIRE DAMPER

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FACTORY FINISH

FINISHED FLOOR ELEVATION

FIBERGLASS

FIRE HYDRANT / FLAT HEAD

FAC

FAI

F BRK

FC BRK

FCG

FCJ

FCO

FCU

FDMPR

FDTN

FEB

FEC

FFE

FGL

(CONTINUED)

I - J

INTERNATIONAL BUILDING CODE

INTERCOM

INSIDE DIAMETER

ILLUMINATING ENGINEERING SOCIETY

OF NORTH AMERICA

INTERLOCK

INCH

INCINERATOR

INCLUDED

INFORMATION

INSULATING FILL

INSULATION

INTERIOR

INTERMEDIATE

INVERT

IRON PIPE

IRON PIPE SIZE

INSIDE PIPE SIZE

INDUSTRIAL SEWER

JANITOR’S CLOSET

JUNCTION BOX

JUNCTION

JOIST

JOINT

IBC

IESNA

ILK

INCIN

INCL

INFO

INSF

INSUL

INT

INTM

INV

IPS

I.P.S.

JAN CLO

J-BOX

JCT

JST

RADIUS / RANGE / RISER

RETURN AIR

RABBETED

RETURN AIR GRILLE

RETURN AIR REGISTER

RUBBER BASE / RESILIENT BASE / ROOF BEAM

RUBBLE STONE

RUBBER

REMOTE CONTROL

REINFORCED CONCRETE BOX

REINFORCED CONCRETE PIPE

RECEIVER

ROOF DRAIN / ROAD

RIGID INSULATION

RECEPTACLE

RECREATION ROOM

RECTIFIER

REFERENCE

REFLECT

REFRIGERATION

REINFORCE / REINFORCEMENT

REMOVE(ABLE)

REQUIRED

RESILIENT

RETURN

REVISION

ROOFING

RELATIVE HUMIDITY / RIGHT HAND / ROOF HATCH

RACK

RAILING

ROOM

ROUND

ROUGH OPENING

RIGHT OF WAY

RETRACTABLE PARTITION

REVOLUTIONS PER MINUTE

RAISED PATTERN RUBBER TILE

RUBBER TILE FLOOR

REVERSE

RIVET

RAINWATER CONDUCTOR

RAB

RA GR

RAR

RBL

RBR

RCB

RCP

RCVR

RDG INS

RECPT

REC ROOM

RECT

REF

REFL

REFR

REG

REINF

REM

REQ'D

RESIL

RET

REV

RFG

RLG

RND

ROW

RPM

RPRT

RTF

RVS

RVT

RWC

K - L (CONTINUED)

S - T

SOUTH

SUPPLY AIR

SPLASH BLOCK

SECURITY BARS

SOLID CORE

SCHEDULE

SAWED CONTRACTION JOINT

SCREEN

STRUCTURAL CLAY TILE

STORM DRAIN

STEEL DOOR INSTITUTE

STORM DRAIN MANHOLE

SECTION

SEQUENCE

SAFETY GLASS

S.B.

SCHED

SCJ

SCRN

SCT

SDI

SD MH

SECT

SEQ

SFGL

(CONTINUED)

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

G-053 N3-53

O N

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

M cL

G H

M cL

G H

C .B

R O

W N

C O

65%

H O

N G

Y H

-F

H _N

, A P

Y D

2T H

Y, M

GENERAL

G- GENERAL

SURVEY/MAPPING

V- SURVEY/MAPPING

GEOTECHNICAL

B- GEOTECHNICAL

CIVIL

V- EXISTING CONDITIONS

C- CIVIL

CD CIVIL DEMOLITION

CS CIVIL SITE

CG CIVIL GRADING

CP CIVIL PAVING

CU CIVIL SITE UTILITY

LANDSCAPE

LD LANDSCAPE DEMOLITION

LS LANDSCAPE SITE

STRUCTURAL

S- STRUCTURAL GENERAL

SE STRUCTURAL ELEMENTS

ARCHITECTURAL

AD ARCHITECTURAL DEMOLITION

A- ARCHITECTURAL GENERAL

AE ARCHITECTURAL ELEMENTS

INTERIORS

ID INTERIOR DEMOLITION

I- INTERIOR GENERAL

IN INTERIOR ELEMENTS

IF INTERIOR ELEMENTS - FURNITURE

IG INTERIOR GRAPHICS

FIRE PROTECTION

FD FIRE PROTECTION DEMOLITION

F- FIRE PROTECTION GENERAL

FA FIRE ALARM

FX FIRE SPRINKLER

PLUMBING

PD PLUMBING DEMOLITION

P- PLUMBING GENERAL

PP PLUMBING PIPING

MECHANICAL

ELECTRICAL

TELECOMMUNICATIONS

TD TELECOMMUNICATIONS DEMOLITION

T- TELECOMMUNICATIONS GENERAL

TS TELECOMMUNICATIONS SITE

MD MECHANICAL DEMOLITION

M- MECHANICAL GENERAL

MH MECHANICAL HVAC

MI MECHANICAL INSTRUMENTATION / CONTROLS

MP MECHANICAL PIPING

ED ELECTRICAL DEMOLITION

E- ELECTRICAL GENERAL

ES ELECTRICAL SITE

EL ELECTRICAL INTERIOR LIGHTING

EP ELECTRICAL INTERIOR POWER

EY ELECTRICAL INTERIOR AUXILIARY SYSTEMS

EG ELECTRICAL GROUNDING

SHEET DISCIPLINE DESIGNATION

SHEET TYPE DESIGNATOR

0 GENERAL (SYMBOLS LEGENDS, GENERAL NOTES, ETC.)

PLANS

ELEVATIONS

SECTIONS

LARGE-SCALE VIEWS

DETAILS

SCHEDULES AND DIAGRAMS

USER DEFINED

3D REPRESENTATIONS

(HORIZONTAL VIEWS)

(VERTICAL VIEWS)

(SECTIONAL VIEWS, WALL SECTIONS)

(PLANS, ELEVATIONS, STAIR SECTIONS, OR SECTIONS THAT ARE NOT DETAILS)

(FOR TYPES THAT DO NOT FALL IN OTHER CATEGORIES,

INCLUDING TYPICAL DETAIL SHEETS)

(FOR TYPES THAT DO NOT FALL IN OTHER CATEGORIES)

(ISOMETRICS, PERSPECTIVES, PHOTOGRAPHS)

HORIZONTAL CONTROL POINT

VERTICAL CONTROL POINT

HORIZONTAL / VERTICAL CONTROL POINT

BORING DRILLED

BORING UNDRILLED

PIEZOMETER

MONITORING WELL

COMMUNICATION VAULT

ELECTRICAL VAULT

NATURAL GAS VAULT

TELEPHONE VAULT

STORM DRAINAGE MANHOLE

NATURAL GAS SHUT-OFF

NATURAL GAS MANHOLE

NATURAL GAS METER

ELECTRICAL HANHOLE

ELECTRICAL MANHOLE

COMMUNICATION MANHOLE

TELEPHONE MANHOLE

FIRE HYDRANT

UTILITY POLE

GUY WIRE

TRANSFORMER (POLE MOUNTED)

WATER HANDHOLE

WATER MANHOLE

WATER METER

SANITARY MANHOLE

SANITARY METER

SEPTIC TANK

SANITARY CLEANOUT

SYMBOL LEGEND - SITE PLAN

EARTH, COMPACTED

ROCK

GROUT

MATERIAL SYMBOL LEGEND

CONCRETE

FILTRATION BED

ASPHALT

SAND

STEEL

EARTH, UNDISTURBED

GENERAL NOTES, SYMBOLS AND LEGENDS

INTERDISCIPLINARY NOTES AND LEGENDSSHEET REFERENCE SYMBOLS LEGEND LINE STYLE LEGEND - SITE PLANS

EXTERIOR ELEVATION

IDENTIFICATION LETTER

SHEET NUMBER WHERE

EXTERIOR ELEVATION

DRAWING IS SHOWN

EXTERIOR ELEVATION SYMBOL

VIEWING

DIRECTION

A-200

SHEET NUMBER WHERE

DETAIL DRAWING IS SHOWN

DETAIL BOUNDARY

DETAIL IDENTIFICATION LABEL

DETAIL INDICATOR SYMBOL

A-410

A-310

SECTION

IDENTIFICATION LABEL

SHEET NUMBER

WHERE SECTION

DRAWING IS SHOWN

FULL ELEMENT

SECTION SYMBOL

VIEWING

DIRECTION

A-510

SECTION

IDENTIFICATION LABEL

SHEET NUMBER

WHERE SECTION

DRAWING IS SHOWN

CUT LINE

PARTIAL ELEMENT

SECTION SYMBOL

VIEWING

DIRECTION

CUT LINE

A-550 3

INDICATES VIEWING

DIRECTION

INTERIOR ELEVATION

IDENTIFICATION LABEL

SHEET NUMBER WHERE

INTERIOR ELEVATION

DRAWING IS SHOWN

INTERIOR ELEVATION

SYMBOL - SINGLE VIEW

A-250 G3

INTERIOR ELEVATION

IDENTIFICATION LABEL (TYP.)

SHEET NUMBER WHERE

INTERIOR ELEVATION

DRAWING IS SHOWN

INTERIOR ELEVATION

SYMBOL - MULTIPLE VIEWS

INDICATES VIEWING

DIRECTION (TYP.)

PLAN NORTH

TRUE NORTH

GRAPHIC SCALE

DRAWING SCALE TEXT

2m10

DRAWING/DETAIL/SECTION TITLE

DRAWING AREA TITLE SYMBOL

DRAWING LOCATION IDENTIFICATION LETTER

FLOOR PLANC2 SCALE: 1:50

CULVERT - DRAINAGE PIPE

ELECTRICAL, PRIMARY

ELECTRICAL, SECONDARY

FENCE

TREE LINE

GUARDRAIL

COMMUNICATIONS

FIBER OPTICS

TELEPHONE

WATER LINE

SANITARY SEWER - FORCED

DITCH

PROPERTY LINE

DEMOLITION UTILITY LINE

SANITARY WASTE

STORM DRAIN

GAS (HIGH PRESSURE)

GAS (LOW PRESSURE)

RIGHT OF WAY

CONSTRUCTION CONTRACT LIMIT

CONSTRUCTION EASEMENT

R/W

C/E

SSX

COMM

R/W

C/E

SSX

COMM

SHEET ID

DT4

SE100

FACILITY / WORK TYPE DESIGNATOR (SEE BELOW)

2-DIGIT DISIPLINE DESIGNATOR (SEE LIST BELOW)

1-DIGIT SHEET TYPE DESIGNATOR (0-9)

2-DIGIT SHEET SEQUENCE (00-99)

SAMPLE SHEET NAME:

SHEET NAMING LEGEND

STRUCTURAL

SEE S-000 SERIES DRAWINGS FOR DESIGN CRITERIA AND NOTES

FIRE PROTECTION

SEE SHEET F-001 FOR LIFE SAFETY DESIGN NOTES AND SYMBOL LEGENDS

SEE SHEET FA001 FOR FIRE ALARM DESIGN NOTES AND SYMBOL LEGENDS

SEE SHEET FX001 FOR FIRE PROTECTION DESIGN

PLUMBING/MECHANICAL

SEE SHEET M-001 FOR DESIGN NOTES AND SYMBOL LEGENDS

ELECTRICAL

SEE SHEET E-001 FOR DESIGN NOTES AND SYMBOL LEGENDS

TELECOMMUNICATIONS

SEE SHEET T-001 FOR DESIGN NOTES AND SYMBOL LEGENDS

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS

AND THEY ARE PERTINENT TO THE CONDITIONS ON THIS

SET OF DRAWINGS.

2. ADDITIONAL LEGEND AND/OR LEGEND SHEETS MAY APPEAR

IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY

USE OF SYMBOLS AND HATCHED THUSLY OR

NOTED "TO BE REMOVED" (TBR).

4688211_CU101.dgn

PROJECT P2 CODE

2-DIGIT DISIPLINE DESIGNATOR (SEE BELOW)

1-DIGIT SHEET TYPE DESIGNATOR (0-9)

2-DIGIT SHEET SEQUENCE (00-99)

FILE TYPE (DGN - MICROSTATION, DWG - AUTOCAD)

NEIGHBORHOOD

REVIT VERSION USED

FAMILY TYPE

FACILITY CODE

FILE TYPE

CADD FILE NAMING LEGEND

SAMPLE CADD FILE NAMES:

468821_SEB-FH_DT4-64_RVT18_AI.rvt

N /A

DICIPLINE TYPE

PROJECT P2 CODE

GENERAL NOTES

CLEANOUT

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

G-054 N3-53

P R

C T

A N

D N

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

M cL

G H

M cL

G H

C .B

R O

W N

C O

65%

H O

N G

Y H

-F

H _N

, A P

Y D

2T H

Y, M

GENERAL STRUCTURAL NOTES

I. APPLICABLE CODES:

A. ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.

B. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

C. ICC, INTERNATIONAL BUILDING CODE, IBC 2015.

D. IEBC, INTERNATIONAL EXISTING BUILDING CODE, IEBC 2015.

E. IRC, INTERNATIONAL RESIDENTIAL CODE, IRC 2015.

F. SP-66 (2004), ACI DETAILING; MANUAL.

G. ACI 318/318R-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.

H. AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION.

I. UFC 1-200-01, 20 JUNE 2016, GENERAL BUILDING REQUIREMENTS.

J. UFC 3-301-01, WITH CHANGE 4, 01 NOVEMBER 2018, STRUCTURAL ENGINEERING.

K. UFC 3-310-04, WITH CHANGE 1, 20 JUNE 2016, SEISMIC DESIGN OF BUILDINGS.

L. UFC 4-010-01, WITH CHANGE 1, 01 OCTOBER 2013, DOD MINIMUM ANTI-TERRORISM

STANDARDS FOR BUILDINGS.

M. ASCE 41-13 SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS.

N. ICSSC RECOMMENDED PRACTICE (RP8), STANDARDS OF SEISMIC SAFETY FOR EXISTING

FEDERALLY OWNED AND LEASED BUILDINGS (2011).

II. DESIGN LOADS

A. RISK CATEGORY = II

B. DEAD LOAD

1. ROOF DEAD LOAD = 3.5 kPa (72 PSF)

C. LIVE LOAD

1. ROOF LIVE LOAD = 1 kPa (20 PSF) REDUCIBLE

2. SLAB-ON-GRADE LIVE LOAD = 4.8 kPa (100 PSF)

D. SNOW LOAD

1. GROUND SNOW = 0 kPa (0 PSF)

E. WIND LOAD

1. ULTIMATE WIND SPEED = 366 KM/H (227 MPH) - 3 SECOND GUST

2. EXPOSURE CATEGORY = C

3. INTERNAL PRESSURE COEFFICIENT= ENCLOSED GCpi=+/- 0.18

4. Kzt = 1.0

5. Kd = 0.85

6. IMPACT RESISTANT WINDOWS:

a. SHALL BE IN ACCORDANCE WITH ASTM E1886 AND ASTM E 1996 OR ISO

16932 OR JIS R 3109

F. SEISMIC LOAD

1. SEISMIC EVALUATION AND RETROFIT WAS REQUIRED TO BE PERFORMED BY THE

DOR PER ASCE 41-13 SINCE THE RENOVATION COST OF THE PROJECT IS

GREATER THAN 30% OF THE PLANT REPLACEMENT VALUE.

2. IMPORTANCE FACTOR = 1.0

3. Ss = 1.73

4. S1 = 0.93

5. SITE CLASS D

6. Sds = 1.153

7. Sd1= 0.93

8. SEISMIC DESIGN CATEGORY E

9. BASIC SEISMIC FORCE RESISTING SYSTEM: EXISTING - REINFORCED MASONRY

SHEAR WALLS

10. BASE SHEAR: V= TBD

11. SEISMIC RESPONSE COEFFICIENT: 0.23

12. RESPONSE MODIFICATION FACTOR USED: 5

13. ANALYSIS PROCEDURE: ELFP

G. ANTI-TERRORISM

1. EVALUATION AND RETROFIT OF THE BUILDING PER ALL REQUIREMENTS OF UFC

4-101-01 IS EXEMPT SINCE ALL UNITS ARE CONSIDERED TO BE LOW OCCUPANCY

FAMILY HOUSING.

III. GENERAL NOTES

A. DESIGN DRAWINGS SHOW INTENT OF REQUIRED CONSTRUCTION AND SPECIFIC

CONSTRUCTION AS NEEDED TO FACILITATE CLEAR DETAILING. FOR SPECIFIC

CONDITIONS NOT SHOWN, THE CONTRACTOR SHALL PROVIDE DETAILS OF

CONSTRUCTION SIMILAR TO THOSE SHOWN. VERIFY ALL EXISTING CONDITIONS,

DIMENSIONS, AND ELEVATIONS PRIOR TO COMMENCING WORK. IF DISCREPANCIES

EXIST, NOTIFY THE CONTRACTING OFFICER IN WRITING PRIOR TO COMMENCING WORK.

CONTRACTOR SHALL MAKE NO DEVIATION FROM THE CONTRACT DOCUMENTS WITHOUT

WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

B. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT

INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL

PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING

CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO,

TEMPORARY BRACING AND/OR SHORING FOR LOADS AND STRUCTURE. TEMPORARY

CONSTRUCTION LOADING MAY INCLUDE AND ARE NOT LIMITED TO LATERAL LOADS,

LOADS DUE TO STOCKPILES OF MATERIAL, AND LOADS DUE TO CONSTRUCTION

EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR

SAFETY AND UNTIL ALL FRAMING INCLUDING ROOF DECK IS IN PLACE.

C. RELATIVE DATUM UTILIZED ON THE STRUCTURAL SHEETS: 10000 mm = FINISHED FLOOR

ELEVATIONS SHOWN ON THE CIVIL SHEETS ARE BASED ON MEAN SEA LEVEL

ELEVATION. COORDINATE THE FINISHED FLOOR ELEVATION SHOWN ON THE

STRUCTURAL SHEETS WITH THE ELEVATION SHOWN ON THE CIVIL SHEETS.

D. THE CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES, STRUCTURES, AND

UTILITY LINES FROM ALL DAMAGE . DAMAGE TO ALL WORK SHALL BE REPAIRED TO THE

SATISFACTION OF THE CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE.

E. THE CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR

ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER APPROPRIATE

TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.

F. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

G. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

IV. FOUNDATION & SOIL DATA

A. EXISTING FOUNDATIONS ARE UNKNOWN AND ARE TO REMAIN UNALTERED UNLESS

NOTED OTHERWISE ON THE DRAWINGS. ALTERATIONS TO EXISTING STRUCTURAL

ELEMENTS ARE IN COMPLIANCE WITH IEBC 807.4.

B. FOUNDATION AND SUBGRADE ALTERATIONS DESIGNED IN ACCORDANCE WITH

REQUIREMENTS SET FORTH IN THE FINAL GEOTECHNICAL INVESTIGATION REPORT

DATED 27 JANUARY 2020.

C. REFER TO THE EARTHWORK SPECIFICATION 31 00 00 FOR DESCRIPTION AND

REQUIREMENTS FOR BEARING MATERIALS.

D. ALL COMPACTED FILL INSTALLATION SHALL BE INSPECTED AND APPROVED BY A

REGISTERED GEOTECHNICAL ENGINEER OBTAINED BY THE CONTRACTOR. THE

REGISTERED GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE BEARING

MATERIALS PRIOR TO THE PLACEMENT OF CONCRETE.

E. BACKFILL AROUND FOUNDATION WALLS SHALL BE PLACED ON EACH SIDE OF THE WALL

IN EQUAL LIFTS.

V. REINFORCED CONCRETE:

A. MATERIAL STRENGTHS:

1. CONCRETE COMPRESSIVE STRENGTH (fc) AT 28 DAYS AND EXPOSURE CLASSES

ACI 318-14 TABLE 19.3.1.1:

2. REINFORCING STEEL:

D16 AND SMALLER JIS G3112 SD295A (ASTM A615 OR ASTM

A706), 295 MPa

WELDED WIRE REINFORCEMENT JIS G3551 (ASTM A1064)

D19 AND LARGER JIS G3112 SD345A (ASTM A706), 345 MPa

B. NOTES:

1. ALL CONCRETE OPERATIONS AND REINFORCEMENT SHALL BE IN ACCORDANCE

WITH THE LATEST ACI AND CRSI STANDARDS AND THE FOLLOWING JAPANESE

STANDARDS:

a. JSCE GUIDELINES FOR CONCRETE No. 16: STANDARD SPECIFICATION FOR

CONCRETE STRUCTURES - MATERIALS & CONSTRUCTION, 2007.

b. JASS 5 "JAPANESE ARCHITECTURAL STANDARD SPECIFICATION, REINFORCED CONCRETE WORKS FOR BUILDING CONSTRUCTION

2. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR

ADDITIONAL EMBEDDED ITEMS AND ACCESSORIES. NO CALCIUM CHLORIDE OR

OTHER DELETERIOUS SALTS ARE PERMITTED IN CONCRETE. NO ALUMINUM

EMBEDMENTS ARE PERMITTED. PROVIDE 200mm CHAMFER AT ALL EXPOSED

CORNERS.

3. FURNISH THE FOLLOWING SPECIFIED CONCRETE COVER ON REINFORCING BARS

UNO:

SLAB-ON-GRADE SEE E7/S-510

FOOTINGS 75 mm COVER ON BOTTOM AND

SIDES

FOUNDATION WALLS AND RETAINING WALLS 40 mm UNO CAST-IN-PLACE CONCRETE BEAMS 50mm COVER ON ALL SIDES ELEVATED SLABS 25mm COVER TOP AND BOTTOM

4. REFER TO THE SPECIFICATIONS FOR THE FINISH REQUIREMENTS FOR ALL CAST-

IN-PLACE CONCRETE ELEMENTS.

5. LONGITUDINAL REINFORCING IN THE FOUNDATION WALLS AND STRIP FOOTINGS

SHALL BE PLACED CONTINUOUS AT CORNERS AND INTERSECTIONS. MATCHING

CORNER BARS SHALL BE USED PER THE TYPICAL CONCRETE REINFORCEMENT

DETAILS ON THE CONTRACT DRAWINGS.

6. WHERE INDICATED ON THE DRAWINGS, PROVIDE AN INTENTIONALLY ROUGHENED

CONSTRUCTION JOINT BETWEEN CONCRETE SURFACES. PROVIDE 6mm MINIMUM

AMPLITUDE AT EXISTING CONCRETE SURFACE AND APPLY SURFACE WITH 50/50

SAND CEMENT SLURRY PRIOR TO PLACING NEW CONCRETE.

7. ALL CONCRETE IS REINFORCED UNLESS SPECIFICALLY CALLED OUT AS

UNREINFORCED. REINFORCE ALL CONCRETE NOT OTHERWISE SHOWN WITH THE

SAME STEEL AS IN SIMILAR SECTIONS AND AREAS.

8. CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL FLOOR DRAINS, FLOOR

FINISHES, CURBS, CONCRETE PADS, AND SLAB DEPRESSIONS WITH

ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS.

9. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND LOCATIONS OF ALL

OPENINGS, PIPE SLEEVES, CURBS, ETC., AS REQUIRED WITH OTHER TRADES

PRIOR TO PLACING CONCRETE.

10. CONTRACTOR SHALL COORDINATE LOCATIONS OF INSERTS, WELDED PLATES,

AND OTHER ITEMS EMBEDDED IN CONCRETE WITH ARCHITECTURAL DRAWINGS,

MECHANICAL DRAWINGS, AND ELECTRICAL DRAWINGS AND OTHER TRADES.

11. ALL SLABS SHALL BE FLAT AND LEVEL PER SPECIFICATIONS.

12. ALL REINFORCING BARS SHALL BE LAPPED AS SPECIFICALLY DETAILED ON THE

DRAWINGS. REFERENCE SPLICE AND EMBEDMENT SCHEDULE PER THE TYPICAL

CONCRETE DETAILS WHERE NOT SPECIFICALLY DETAILED ON THE DRAWINGS.

VI. POST INSTALLED REINFORCING BARS AND ANCHORS

A. REINFORCING BARS WITH HILTI ADHESIVE WERE USED AS THE BASIS FOR THE DESIGN.

SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING

BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL

PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS

CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT.

SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR OR JCAA (JAPAN

CONSTRUCTION ANCHOR ASSOCIATION) REPORT SHOWING COMPLIANCE WITH THE

RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION

CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS.

ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE

TEMPERATURE AND INSTALLATION TEMPERATURE.

B. ALL DRILL- IN REINFORCING BARS SHALL BE INSTALLED PER THE MANUFACTURER'S

RECOMMENDATIONS.

C. HOLES SHALL BE DRILLED WITH THE RECOMMENDED BIT SIZE. MINIMUM EMBEDMENT

LENGTH SPECIFIED AND SHALL BE THOROUGHLY CLEANED OUT WITH A BRUSH AND

COMPRESSED AIR PRIOR TO INSTALLING THE ANCHOR.

D. THE CONTRACTOR SHALL PERFORM A QUALITY CONTROL PROGRAM DURING THE

INSTALLATION OF ALL POST - INSTALLED REINFORCING BARS AND POST INSTALLED

ANCHORS, THE CONTRACTOR SHALL ASSIGN A QUALIFIED SUPERVISORY PERSON OR

RETAIN A QUALIFIED TESTING AND INSPECTION AGENCY TO MONITOR AND APPROVE

THE INSTALLATION AND CLEANING OF THE HOLES, THE INSTALLATION OF THE ADHESIVE,

AND THE INSTALLATION OF THE REINFORCING BAR AND ANCHORS. DOCUMENTATION OF

THE IMPLEMENTATION OF THE QUALITY CONTROL PROGRAM AND APPROVAL OF THE

INSTALLATION SHALL BE SUBMITTED TO THE CONTRACTING OFFICER. ARCHITECT, AND

ENGINEER. THE INSTALLATION OF ALL POST INSTALLED REINFORCING BARS AND

ANCHORS SHALL BE REVIEWED AND ACCEPTED BY THE FIELD INSPECTION AND TESTING

AGENCY.

1. THE SCHEDULE SHOWN ON THIS SHEET APPLIES TO REGULAR WEIGHT

CONCRETE AT 2325 KG/M3 TO 2400 KG/M3 (145 TO 150 PFC), AND TO GRADE

295MPa (43 KSI) BARS TYPICAL.

2. ALL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE THAN 50% OF THE

REINFORCING IS LAP SPLICED WITHIN THE REQUIRED LAP SPLICE LENGTH, THE

LAP SPLICE LENGTH SHALL BE INCREASED 33%.

3. THE SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZE

BARS.

4. ALL DETAILING AND PLACING OF REINFORCING SHALL COMPLY WITH THE LAP

SPLICES SCHEDULE AND DETAILS, UNLESS SPECIFICALLY DETAILED OTHERWISE

ON THE DRAWING. LAP LENGTHS DETAILED OTHERWISE ON THE DRAWING SHALL

GOVERN.

5. SPLICED BARS SHALL BE WIRED IN CONTACT TYPICAL.

6. FOR LIGHTWEIGHT AGGREGATE CONCRETE INCREASE LAP SPLICE BY 30%.

7. ALL EXTERIOR CMU SHALL BE OPEN ENDED BLOCKS.

8. SEE S-510 AND S-511 FOR REINFORCEMENT REQUIREMENTS AT WALL OPENINGS.

A. LAP LENGTH

NOTES:

VII. MISCELLANEOUS LAP LENGTH SCHEDULE AND NOTES:

VIII. NEW STRUCTURAL STEEL

A. DESIGN CODE: SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF

STRUCTURAL STEEL FOR BUILDINGS (AISC).

B. MATERIAL STRENGTHS:

CHANNELS, ANGLES, AND OTHER HOT ROLLED SHAPES JIS G3101 SS400 (ASTM 36)

HOLLOW STRUCTURAL SECTIONS JIS G3466 STKR400 (ASTM

A500, GRADE B)

BASE PLATES AND ALL OTHER MISC. PLATES & BARS JIS G3101 SS400 (ASTM 36)

WELDING ELECTRODES JIS Z 3211 E49XX, Fu = 490

MPa (71 ksi)

C. NOTES:

1. ALL STRUCTURAL STEEL AND CONNECTIONS SHALL BE DETAILED, FABRICATED,

AND ERECTED ACCORDING TO THE LATEST VERSION OF THE AMERICAN

INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL

CONSTRUCTION.

2. STRUCTURAL STEEL SHALL BE PAINTED OR GALVANIZED PER SPECIFICATIONS.

3. WELDERS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS OR "WES 8107 -

STANDARD FOR CERTIFICATION OF WELDING PRACTITIONERS" BY JAPAN

WELDING ENGINEERING SOCIETY PER JIS Z3801.

4. WELDS NOT INDICATED SHALL BE 5mm MINIMUM FILLETS. BASE METAL

PREHEATING SHALL FOLLOW THE REQUIREMENTS OF JASS 6 OR AWS D1.1.

WELDS SYMBOLS SHOWN ARE PER JIS Z 3021 (EQUIVALENT TO AWS).

5. PORTIONS OF THE STRUCTURE ARE NOT SELF SUPPORTING DURING ERECTION:

FOR GRAVITY AS WELL AS LATERAL LOADS, PROVIDE ANY TEMPORARY

BRACING OR GUYS TO PROVIDE LATERAL SUPPORT OF THE STRUCTURAL

ELEMENTS AS NEEDED.

X. ABBREVIATIONS:

ATFP ANTI-TERRORISM FORCE PROTECTION

BOT BOTTOM

BRG BEARING

CFMF COLD FORMED METAL FRAMING

CJ CONSTRUCTION JOINT

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

COE CORPS OF ENGINEERS

COL COLUMN

CONN CONNECTION

CONT CONTINUOUS

CONT PLCONTINUOUS PLATE

DIA DIAMETER

DBA DEFORMED BAR ANCHOR (WELDABLE)

DWLS DOWELS

E EXISTING

EA EACH

EF EACH FACE

EW EACH WAY

ELEV ELEVATION

E/O EDGE OF

EOR ENGINEER OF RECORD

EQ EQUAL

EXP EXPANSION

EXT EXTERIOR

FF FINISHED FLOOR

FS FAR SIDE

FTG FOOTING

GA GAUGE

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

INT INTERIOR

JBE JOIST BEARING ELEVATION

JST JOIST

LB LOAD BEARING

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSL LONG SLOTTED

LTS STRAIGHT EMBEDMENT LENGTH

MAX MAXIMUM

MB MACHINE BOLT

MBS METAL BUILDING SYSTEM

MC MOMENT CONNECTION

MIN MINIMUM

MPW MASONRY PARTITION WALL

NS NEAR SIDE

NTS NOT TO SCALE

NLB NON LOAD BEARING

OC ON CENTER

OH OPPOSITE HAND

OPP OPPOSITE

OVS OVERSIZED

PAF POWDER ACTUATED FASTENERS

PCC PORTLAND CEMENT CONCRETE

PCI POUNDS PER SQUARE INCH PER INCH

PDF POWER DRIVEN FASTENER

PEMB PRE-ENGINEERED METAL BUILDINGS

RE REGARDING

REINF REINFORCING

SCJ SAWED CONTRACTION JOINT

SIM SIMILAR

SOG SLAB-ON-GRADE

SMS SHEET METAL SCREW

SSL SHORT SLOTTED

SSMR STANDING SEAM METAL ROOF

SQ SQUARE

STD STANDARD

STIFF STIFFENER

STS SELF TAPPING SCREW

SW SHEAR WALL

TBE TOP OF BEAM ELEVATION

TFE TOP OF FOOTING ELEVATION

T.O. TOP OF

TOS TOP OF STEEL

TSE TOP OF SLAB ELEVATION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

WS WEB STIFFENER

WP WORK POINT

IX. COMPOSITE METAL DECKING

A. METAL DECKING SHALL BE OF THE TYPE AND GAUGE AS INDICATED ON THE DRAWINGS

AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

B. METAL DECK ACCESSORIES SHALL BE FORMED FROM STEEL SHEETS CONFORMING JIS

G3352 (ASTM A-446 GRADE A OR E). THE METAL DECK SHALL BE G90 GALVANIZED AND

PRIMED WITH CLASS TYPE B - JASS 18M-109 RESIN PRIMER.

C. CONCRETE ADMIXTURES CONTAINING CHLORIDE OR CHLORIDE SALTS SHALL NOT BE

USED.

D. METAL DECK SHOP DRAWINGS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER

FOR REVIEW PRIOR TO FABRICATION.

E. CONTRACTOR SHALL CUT DECK PER STRUCTURAL DETAILS AT REQUIRED

PENETRATIONS, AND SHALL SUPPLY ALL NECESSARY ACCESSORY ITEMS SUCH AS

CLOSURES, INSULATION CLIPS, AND ROOF SUMP RECESSES. ALL ACCESSORIES SHALL

BE GALVANIZED, FURNISHED AND INSTALLED AS REQUIRED.

F. HANGERS SUPPORTED BY METAL DECKING ONLY, OR METAL DECKING WITH INSULATING

FILL, SHALL BE ATTACHED TO STEEL BARS 10mm ROUND X 305mm OR 4mm X 305mm

FLAT. BARS SHALL BE PLACED PERPENDICULAR TO FLUTES. ONLY LIGHTWEIGHT ITEMS

(DUCTWORK 305mmx410mm MAX, PIPING 40mm DIA MAX, OR CEILING) WEIGHING 0.2kN OR

LESS MAY BE HUNG IN THIS MANNER. HANGERS MUST BE TWO FLUTES APART ON THE

SAME SPAN.

G. HANGERS SUPPORTED BY METAL DECK WITH STRUCTURAL CONCRETE FILL SHALL BE

INSTALLED USING ICBO APPROVED ANCHORAGE SYSTEMS. SUCH HANGERS SHALL BE

USED TO SUPPORT DUCT WORK (380mmx410mm MAX.) PIPING 100mm ROUND MAX., OR

CEILINGS. HANGERS MUST BE AT LEAST TWO FLUTES APART ON THE SAME DECK SPAN.

LARGER DUCTWORK AND PIPING SHALL BE SUPPORTED BY STRUCTURAL BEAMS

SPANNING BETWEEN JOISTS OR COLUMNS.

X. SPECIAL INSPECTIONS

A. THE CONTRACTOR SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM

SPECIAL INSPECTIONS DURING CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION

SECTION 01 45 35 "SPECIAL INSPECTIONS" AND CHAPTER 17 OF IBC 2015. IN ADDITION,

ALL POST-INSTALLED ADHESIVE ANCHORS INSTALLED IN CONCRETE MASONRY IN THE

HORIZONTAL POSITION SHALL HAVE "CONTINUOUS" SPECIAL INSPECTION AND SHALL BE

DOCUMENTED. INSPECT AS REQUIRED PER THE APPROVED ICC-ES REPORT. VERIFY

THAT THE INSTALLER IS QUALIFIED FOR INSTALLATION OF HORIZONTAL APPLICATIONS.

THE INSPECTING AGENCY SHALL PROVIDE REPORTS OF THE SPECIAL INSPECTION

DIRECTLY TO THE GOVERNMENT.

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

S-001 N3-53

N O

N S

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

U M

M . O

C O

65%

H O

N G

Y H

-F

H _N

, A P

Y D

2T H

Y, M

ITEM Fc

SULFATE

EXPOSURE CLASS PERMEABILITY

CORROSION

PROTECTION

ALL CONCRETE 30 MPa S0 W0 C1

30 MPa MISCELLANEOUS LAP LENGTH SCHEDULE (mm)

Bar Size

CLASS B LAP

SPLICE, L

EMBEDMENT,

HOOK DEVELOPMENT

LENGTH (LDH)

D10 440 340 155 D13 585 450 205 D16 730 565 220 D19 880 675 260 D22 1280 985 305 D25 1460 1125 350 D29 1645 1265 390 D32 1825 1405 435 D35 2010 1545 475

0m m M

ADJACENT BARS IN A LAYER

L 305mm MIN

12d OR

GENERAL SHEET NOTES

1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

2. CONTRACTOR SHALL FIELD VERIFY EXISTING FOUNDATION

CONDITIONS PRIOR TO ANY UTILITY INSTALLATION. ASSUMPTION

WAS THAT EXISTING FOUNDATIONS ARE SHALLOW FOUNDATIONS.

EXISTING CONDITIONS THAT VARY FROM WHAT IS SHOWN ON

THESE DRAWINGS SHALL BE REPORTED TO COR.

3. SEE SHEET S-512 FOR TYPICAL DEMOLITION DETAILS

4. REFER TO ARCH DRAWINGS FOR WALL OPENING DIMENSIONS. ALL

NEW WALL OPENING DIMENSIONS ARE ROUGH OPENING SIZES.

REFER TO S-512 FOR OVERCUTTING AND REINFORCING REQUIRED.

5. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE

DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.

6. INTERIOR WALLS NOT SHOWN FOR CLARITY. REFER TO

ARCHITECTURAL DRAWINGS.

7. PROVIDE APPROXIMATELY 2 SQUARE METERS (+/-) OF CONCRETE

SLAB ON GRADE DEMOLITION TO INSTALL NEW ELECTRICAL AND

PLUMBING ELEMENTS, ACTUAL QUANTITY OF DEMOLITION

DEMOLITION IS THE RESPONSIBILITY OF THE CONTRACTOR AND

SHOULD NOT EXCEED WHAT IS NEEDED FOR INSTALLATION OF

PLUMBING AND ELECTRICAL. REFER TO PLAN KEYNOTE FOR

EXISTING CONCRETE THICKNESS.

1. (E) 150 mm SLAB ON GRADE AND PORTION OF FOOTING TO BE

REMOVED AS REQUIRED FOR UNDERGROUND PLUMBING AND

ELECTRICAL INSTALLATION. AREA SHOWN IS APPROXIMATE. REFER

TO PLUMBING AND ELECTRICAL DRAWINGS. SAW CUT (E) SLAB

WITH NEAT STRAIGHT LINES. REMOVE DEMOLISHED PIECES IN

SUCH A WAY TO NOT DAMAGE (E) STRUCTURE.

2. (E) FOUNDATION TO REMAIN.

3. (E) CONCRETE COLUMN TO REMAIN.

SHEET KEY NOTES

SHEET LEGEND

GENERAL DEMOLITION OF WALLS AND

CONCRETE SLABS

EXISTING TO REMAIN

3440 +/- 4300 +/-

TYP.

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

KEY PLAN SD100

N3-53

O N

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

U M

M . O

C O

65%

H O

N G

Y H

-F

H _N

, A P

Y D

2T H

Y, M

1 : 50A1 BASEMENT FLOOR PLAN - DEMOLITION

PLAN NORTH

0 1 2M

1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

2. CONTRACTOR SHALL FIELD VERIFY EXISTING FOUNDATION

CONDITIONS PRIOR TO ANY UTILITY INSTALLATION. ASSUMPTION

WAS THAT EXISTING FOUNDATIONS ARE SHALLOW FOUNDATIONS.

EXISTING CONDITIONS THAT VARY FROM WHAT IS SHOWN ON

THESE DRAWINGS SHALL BE REPORTED TO COR.

3. SEE SHEET S-512 FOR TYPICAL DEMOLITION DETAILS

4. REFER TO ARCH DRAWINGS FOR WALL OPENING DIMENSIONS. ALL

NEW WALL OPENING DIMENSIONS ARE ROUGH OPENING SIZES.

REFER TO S-512 FOR OVERCUTTING AND REINFORCING REQUIRED.

5. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE

DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.

6. INTERIOR WALLS NOT SHOWN FOR CLARITY. REFER TO

ARCHITECTURAL DRAWINGS.

7. PROVIDE APPROXIMATELY 5 SQUARE METERS (+/-) OF CONCRETE

SLAB ON GRADE DEMOLITION TO INSTALL NEW ELECTRICAL AND

PLUMBING ELEMENTS, ACTUAL QUANTITY OF DEMOLITION

DEMOLITION IS THE RESPONSIBILITY OF THE CONTRACTOR AND

SHOULD NOT EXCEED WHAT IS NEEDED FOR INSTALLATION OF

PLUMBING AND ELECTRICAL. REFER TO PLAN KEYNOTE FOR

EXISTING CONCRETE THICKNESS.

8. INTERIOR WALL DEMOLITION NOT SHOWN FOR CLARITY. REFER TO

ARCH DRAWINGS FOR EXTENT OF WALL DEMOLITION.

SHEET KEY NOTES

SHEET LEGEND

GENERAL DEMOLITION OF WALLS AND

CONCRETE SLABS

EXISTING TO REMAIN

1. (E) WINDOW DEMOLITION PER ARCHITECTURAL DRAWINGS.

2. (E) 150 mm SLAB ON GRADE AND PORTION OF FOOTING TO BE

REMOVED AS REQUIRED FOR UNDERGROUND PLUMBING AND

ELECTRICAL INSTALLATION. AREA SHOWN IS APPROXIMATE. REFER

TO PLUMBING AND ELECTRICAL DRAWINGS. SAW CUT (E) SLAB

WITH NEAT STRAIGHT LINES. REMOVE DEMOLISHED PIECES IN

SUCH A WAY TO NOT DAMAGE (E) STRUCTURE.

3. (E) FOUNDATION TO REMAIN.

4. (E) CONCRETE COLUMN TO REMAIN.

5. (E) ELEVATED SLAB TO REMAIN.

1 2

11010 +/- 3440 +/- 4300 +/- 1250 +/-

TYP.

4 4 4

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

KEY PLAN SD110

N3-53

N D

N P

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

U M

M . O

C O

65%

H O

N G

Y H

-F

H _N

, A P

Y D

2T H

Y, M

1 : 50A1 FOUNDATION PLAN - DEMOLITION

1. DEMOLISH (E) CONC BEAM TO SAME EXTENT AS (E) CMU WALL.

REFER TO ARCH DRAWINGS FOR EXTENT OF (E) CMU WALL

DEMOLITION.

2. (E) CONC BEAM TO REMAIN.

3. DEMOLISH (E) ROOF STRUCTURE ABOVE (E) CONC BEAM. SEE

ATTACHMENT TO DEMOLITION SPECIFICATION 02 41 00 TYPE 4B

FOR EXISTING CONDITIONS OF N3-53 ROOF STRUCTURE TO BE

DEMOLISHED. EXISTING CONDITIONS ARE FOR INFORMATION ONLY

AND SHALL BE VERIFIED BY THE CONTRACTOR. ROOF STRUCTURE

VARIES BETWEEN UNITS. (E) ANCHOR BOLTS AND MISCALLANEOUS

HARDWARE TO BE GROUNDED FLUSH WITH (E) CONCRETE

SURFACE BELOW.

SHEET KEY NOTES

1. REFER TO GENERAL STRUCTURAL NOTES ON S-001.

2. REFER TO S-512 FOR TYPICAL DEMOLITION DETAILS.

3. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE

DRWINGS SHALL BE VERIFIED BY THE CONTRACTOR.

4. (E) ROOF STRUCTURE IS TO BE DEMOLISHED IN ITS ENTIRETY

ABOVE ELEV = 15210.

SHEET LEGEND

EXISTING ROOF STRUCTURE TO BE DEMOLISHED

EXISTING TO REMAIN

1 2

11010 +/- 3440 +/- 4300 +/-

18750 +/-

2150 +/- 2150 +/-

RIDGE

SLOPE SLOPE

TYP.

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

KEY PLAN SD150A

N3-53

R O

O F

N D

O N

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

U M

M . O

C O

65%

H O

N G

Y H

-F

H _N

, A P

Y D

2T H

Y, M

1 : 50A1 ROOF PLAN - DEMOLITION

3440 +/- 4300 +/-

TYP.

GENERAL SHEET NOTES

1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

2. SEE SHEET S-512 FOR TYPICAL DEMOLITION DETAILS.

3. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE

DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.

1. (E) 200mm LOAD BEARING CMU WALL. THICKNESS OF

INTERIOR AND EXTERIOR WALL FINISH SHOWN.

2. NEW 100mm SLAB ON GRADE W/D13 BARS AT 400mm O.C.

EACH WAY AT MID-DEPTH. DOWEL INTO (E) CONCRETE

SLAB ON GRADE PER TYPICAL DETAIL C4/S-510. DOWELING

INTO (E) MASONRY WALL IS NOT PERMITTED. SEE TYPICAL

DETAIL E1/S-510 FOR BURIED PIPE BELOW THE FOUNDATION

OR SLAB-ON-GRADE.

3. (E) FOUNDATIONS ARE DRAWN CONCEPTUALLY FOR

GRAPHICAL PURPOSE ONLY BASED ON AS-BUILT

DRAWINGS. AS-BUILT DRAWINGS ARE PROVIDED FOR

INFORMATION ONLY. EXISTING CONDITIONS MAY DIFFER.

4. (E) CONCRETE COLUMN.

5. (E) CONCRETE SLAB ON GRADE. LAYOUT VARIES BETWEEN

UNITS AND IS DRAWN CONCEPTUALLY FOR GRAPHICAL

PURPOSES ONLY.

SHEET KEY NOTES

SHEET LEGEND

NEW MISC. CONSTRUCTION

EXISTING FOUNDATIONS

EXISTING

NEW WALL AND INFILL CONSTRUCTION

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

KEY PLAN S-100

N3-53

O O

R P

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

U M

M . O

C O

65%

H O

N G

Y H

-F

H _N

, A P

Y D

2T H

Y, M

1 : 50A1 BASEMENT FLOOR PLAN

1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

2. SEE SHEET S-512 FOR TYPICAL DEMOLITION DETAILS.

3. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE

DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.

1. NEW 100mm SLAB ON GRADE W/D13 BARS AT 400mm O.C.

EACH WAY AT MID-DEPTH. DOWEL INTO (E) CONCRETE

SLAB ON GRADE PER TYPICAL DETAIL C4/S-510. DOWELING

INTO (E) MASONRY WALL IS NOT PERMITTED. SEE TYPICAL

DETAIL E1/S-510 FOR BURIED PIPE BELOW THE FOUNDATION

OR SLAB-ON-GRADE.

2. (E) CMU WALL BRACED PER C8/S-330A.

3. (E) DOOR OPENING TO BE INFILLED WITH CONCRETE. SEE

TYPICAL DETAIL A5/S-512 FOR REINFORCING.

4. (E) FOUNDATIONS ARE DRAWN CONCEPTUALLY FOR

GRAPHICAL PURPOSE ONLY BASED ON AS-BUILT

DRAWINGS. AS-BUILT DRAWINGS ARE PROVIDED FOR

INFORMATION ONLY. EXISTING CONDITIONS MAY DIFFER.

5. (E) 200mm LOAD BEARING CMU WALL. THICKNESS OF

INTERIOR AND EXTERIOR WALL FINISH SHOWN.

6. (E) DOOR STOOP. LAYOUT VARIES BETWEEN UNITS AND IS

SHOWN FOR GRAPHICAL PURPOSES ONLY.

7. (E) CONCRETE COLUMN.

8. (E) BEAM BELOW.

9. (E) WINDOW OPENING TO BE PARTIALLY INFILLED WITH

CONCRETE. SIMILAR TO A5/S-512 FOR REINFORCING. REFER

TO ARCH FOR EXTENT OF INFILL.

10. (E) ELEVATED CONCRETE SLAB.

SHEET KEY NOTES

SHEET LEGEND

NEW MISC. CONSTRUCTION

EXISTING FOUNDATIONS

EXISTING

NEW WALL AND INFILL CONSTRUCTION

1 2

11010 +/- 3440 +/- 4300 +/-

18750 +/-

2 2

TYP.

BETWEEN

GRIDS…

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