B.08.02.07.01 01_General.pdf

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

CONTRACT NO.:

ISSUE DATE:

CONSTRUCTION

PACKAGE:

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EUROPE DISTRICT

W912GB-17-D-0001

SEPTEMBER 4, 2020

CÂMPIA TURZII AIR BASE, ROMANIA

CONSTRUCT EDI DABS/FEV STORAGE

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SEAL-STAMPILA

VICINITY MAP - HARTA ZONA LOCATION MAP - PLAN DE INCADRARE

AREA MAP - PLAN DE SITUATIE

CTAB-GEN / GENERAL

PROJECT SITE

PROJECT SITE

PROJECT SITE

CTAB BUILDING ID TABLE

BLDG ID BUILDING NAME

CTAB-GEN GENERAL - NOT A SPECIFIC BUILDING

CTAB-SITE SITE DESIGN

CTAB-A ROLLING A

CTAB-B ROLLING B

CTAB-C PALLET STORAGE

CTAB-D CONTAINER STORAGE

CTAB-E FUEL VEHICLE FACILITY

CTAB-G VEHICLE MAINTENANCE

CTAB-H CENTRAL PLANT

CTAB-K SECURE ENTRY

CTAB-L PUMP HOUSE

CTAB - TABEL COD CLADIRI

COD NUME CLADIRE

CTAB-GEN GENERAL-NU PENTRU O CLADIRE ANUME

CTAB-SITE FORMA TERENULUI

CTAB-A UMIDITATE CONTROLATA

CTAB-B DEPOZITARE CURENTA

CTAB-C DEPOZITARE PE PALETI

CTAB-D DEPOZITARE IN CONTAINERE

CTAB-E CLADIRE CAMIOANE COMBUSTIBIL

CTAB-G VEHICULE MENTENANTA

CTAB-H CENTRALA TERMICA

CTAB-K ACCES SECURIZAT

CTAB-L CASA POMPE

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INDEX OF DRAWINGS - LISTA DE PLANSE

BLDG ID -

COD CLADIRE

SHEET NUMBER -

NUMAR PLANSA SHEET TITLE - TITLU PLANSA

CTAB-GEN E-001 ELECTRICAL NOTES AND LEGENDS

CTAB-GEN E-002 ELECTRICAL NOTES AND LEGENDS

CTAB-GEN E-003 ELECTRICAL NOTES AND LEGENDS

CTAB-GEN E-004 ELECTRICAL NOTES AND LEGENDS

CTAB-GEN E-500 ELECTRICAL DETAILS

CTAB-GEN E-501 ELECTRICAL DETAILS

CTAB-GEN E-502 ELECTRICAL DETAILS

CTAB-GEN E-504 LIGHTING DETAILS

CTAB-GEN E-506 LIGHTING DETAILS

CTAB-GEN E-507 LIGHTING DETAILS

CTAB-GEN E-600 LIGHTING SCHEDULES

CTAB-GEN E-603 LIGHTING CONTROLS

CTAB-GEN EY001 ELECTRONIC SECURTIY NOTES AND LEGENDS

CTAB-GEN EY002 NOTE GENERALE SI LEGENDA PENTRU SECURITATE ELECTRONICA ROMANIA

CTAB-GEN EY501 ELECTRONIC SECURITY DETAILS

CTAB-GEN EY502 ELECTRONIC SECURITY DETAILS

CTAB-GEN T-001 TELECOMMUNICATION NOTES AND LEGENDS

CTAB-GEN T-002 TELECOMMUNICATION NOTES AND LEGENDS

CTAB-GEN T-003 NOTE GENERALE SI LEGENDA TELECOMUNICATII ROMANIA

CTAB-GEN T-004 NOTE GENERALE SI LEGENDA TELECOMUNICATII ROMANIA

CTAB-GEN T-501 TELECOMMUNICATIONS DETAILS

CTAB-GEN T-502 TELECOMMUNICATIONS DETAILS

CTAB-GEN T-503 TELECOMMUNICATIONS DETAILS

CTAB-GEN T-504 TELECOMMUNICATIONS DETAILS

CTAB-GEN T-505 TELECOMMUNICATIONS DETAILS

CTAB-GEN T-601 TELECOMMUNICATIONS FIBER RISER DIAGRAM

CTAB-GEN T-602 TELECOMMUNICATIONS SCHEDULES

CTAB-GEN T-701 TELECOMMUNICATIONS BUTTERFLY BOX DETAILS

CTAB-GEN T-702 TELECOMMUNICATIONS BUTTERFLY BOX DETAILS

CTAB-GEN T-703 TELECOMMUNICATIONS BUTTERFLY BOX DETAILS

CTAB-GEN TZ601 CYBERSECURITY NETWORK ARCHITECTURE DIAGRAM

CTAB-GEN TZ602 CYBERSECURITY BMS FUNCTIONAL DIAGRAM

CTAB-GEN TZ603 CYBERSECURITY ESS FUNCTIONAL DIAGRAM

CTAB-GEN TZ604 CYBERSECURITY LIFE SAFETY FUNCTIONAL DIAGRAM

CTAB-GEN TZ605 CYBERSECURITY THREAT MODEL

INDEX OF DRAWINGS - LISTA DE PLANSE

BLDG ID -

COD CLADIRE

SHEET NUMBER -

NUMAR PLANSA SHEET TITLE - TITLU PLANSA

CTAB-GEN G-001 COVER SHEET - COPERTA

CTAB-GEN G-002 GENERAL INDEX OF DRAWINGS - LISTA DE PLANSE GENERALA

CTAB-GEN G-003 GENERAL NOTES AND LEGENDS - NOTE GENERALE SI LEGENDA

CTAB-GEN G-004 NOTE GENERALE SI LEGENDA

CTAB-GEN S-001 STRUCTURAL GENERAL NOTES

CTAB-GEN S-002 STRUCTURAL GENERAL NOTES

CTAB-GEN S-003 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS

CTAB-GEN S-004 NOTE GENERALE STRUCTURA

CTAB-GEN S-005 NOTE GENERALE STRUCTURA

CTAB-GEN S-006 NOTE GENERALE STRUCTURA SI ABREVIERI

CTAB-GEN A-001 ARCHITECTURAL NOTES AND LEGENDS - NOTE SI LEGENDA DE ARHITECTURA

CTAB-GEN AE501 STANDARD ARCHITECTURAL DETAILS - DETALII STANDARD DE ARHITECTURA

CTAB-GEN AE502 STANDARD ARCHITECTURAL DETAILS - DETALII STANDARD DE ARHITECTURA

CTAB-GEN AE503 STANDARD ARCHITECTURAL DETAILS - DETALII STANDARD DE ARHITECTURA

CTAB-GEN AE601 STANDARD DOOR DETAILS - DETALII STANDARD DE USA

CTAB-GEN AE602 STANDARD DOOR DETAILS - DETALII STANDARD DE USA

CTAB-GEN AE603 STANDARD WINDOW DETAILS - DETALII STANDARD FERESTRE

CTAB-GEN FA001 FIRE ALARM COVER SHEET

CTAB-GEN FA002 COPERTA ALARMA DE INCENDIU

CTAB-GEN FA501 FIRE ALARM DETAILS

CTAB-GEN FX001 FIRE SUPPRESSION LEGEND AND NOTES

CTAB-GEN FX002 FIRE SUPPRESSION LEGEND AND NOTES

CTAB-GEN FX003 LEGENDE SI NOTE SISTEME STINGERE

CTAB-GEN FX004 LEGENDE SI NOTE SISTEME STINGERE

CTAB-GEN FX501 FIRE SUPPRESSION DETAILS

CTAB-GEN FX502 PLAN DETALII STINGERE INCENDIU

CTAB-GEN P-001 PLUMBING NOTES AND LEGENDS

CTAB-GEN P-002 NOTE INSTALATII SANITARE SI LEGENDE

CTAB-GEN P-501 PLUMBING DETAILS

CTAB-GEN P-502 PLUMBING DETAILS

CTAB-GEN P-601 PLUMBING SCHEDULES

CTAB-GEN P-602 PLUMBING SCHEDULES

CTAB-GEN P-603 PLUMBING SCHEDULES

CTAB-GEN M-001 GENERAL MECHANICAL AND HVAC NOTES

CTAB-GEN M-002 GENERAL MECHANICAL PIPING AND CONTROLS NOTES

CTAB-GEN M-003 MECHANICAL ABBREVIATIONS

CTAB-GEN M-004 MECHANICAL PIPING LEGEND

CTAB-GEN M-005 MECHANICAL DUCTWORK, CONTROLS AND MISCELLANEOUS LEGENDS

CTAB-GEN M-501 MECHANICAL DETAILS

CTAB-GEN M-502 MECHANICAL DETAILS

CTAB-GEN M-503 MECHANICAL DETAILS

CTAB-GEN M-504 MECHANICAL DETAILS

CTAB-GEN M-505 MECHANICAL DETAILS

CTAB-GEN M-506 MECHANICAL DETAILS

CTAB-GEN M-507 MECHANICAL DETAILS

CTAB-GEN M-508 MECHANICAL DETAILS

CTAB-GEN M-601 MECHANICAL SCHEDULES

CTAB-GEN M-602 MECHANICAL SCHEDULES

CTAB-GEN M-603 MECHANICAL SCHEDULES

CTAB-GEN M-604 MECHANICAL SCHEDULES

CTAB-GEN M-701 MECHANICAL CONTROLS

CTAB-GEN M-702 MECHANICAL CONTROLS

CTAB-GEN M-703 MECHANICAL CONTROLS

CTAB-GEN M-704 SCHEMA CONTROL CENTRALA TERMICA

CTAB-GEN M-901 MECHANICAL PIPING ONE LINE DIAGRAM

SEAL-STAMPILA

REFER TO EACH INDIVIDUAL

PACKAGE FOR AN INDEX OF

DRAWINGS OF THAT PACKAGE

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

T - TELECOMMUNICATION

DISCIPLINE MODIFIER

SYMBOLS LEGEND

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

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECTURAL

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

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

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BS BOTH SIDES

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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

C CONC CAST CONCRETE

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

REFER TO A/E/C CAD

STANDARD FOR SHEET

NUMBERING STANDARDS

SHEET NUMBER WITHIN SERIES

ABBREVIATIONS

DRAWING TITLEA1

A-101 SCALE

A-101

A1 A-101

A1 A-101

REFERENCE NUMBER

SHEETS WHERE REFERENCE IS CUT

PLAN

NORTH

PLAN NORTH

TRUE NORTH

ELEVATION NUMBER

ELEVATION DRAWN ON THIS SHEET

BUILDING ELEVATION REFERENCE

A1

A-101

A1 A-101

SECTION NUMBER

SECTION DRAWN ON THIS SHEET

BUILDING AND WALL SECTION REFERENCE

ELEVATION NUMBER

ELEVATION DRAWN ON THIS SHEET

INTERIOR ELEVATION REFERENCE

A1

B1D1

C1

DETAIL NUMBER

DETAIL DRAWN ON THIS SHEET

DETAIL REFERENCES

DETAIL NUMBER

DETAIL DRAWN ON THIS SHEET

ROOM

ROOM NAME AND

NUMBER REFERENCE

REFER TO A-601 FOR

ROOM NAME

TRANSLATIONS

1 WORK KEYNOTE

1 REVISION MARKER

INDEX OF DRAWINGS

A-101 ELEVATION NUMBER

ELEVATION DRAWN ON THIS SHEET

CASEWORK ELEVATION REFERENCE

A1

B1D1

C1

MATERIAL LEGEND

BATT INSULATION

BRICK

CONCRETE

CONCRETE

MASONRY UNITS

CONTINUOUS

BLOCKING

EARTH

FINISHED WOOD

GRAVEL

GYPUSM BOARD OR

SHEATHING

PLYWOOD

RIGID INSULATION

STEEL

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTAB CÂMPIA TURZII AIR BASE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

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

D DEPTH

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

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

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

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

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FLOOR

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRCS FACILITY RELATED CONTROL

SYSTEMS

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FTG FOOTING

FWC FABRIC WALLCOVERING

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

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR GRADE

GR FL GROUND FLOOR

GUT GUTTER

GYP GYPSUM

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

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HVLS HIGH-VOLUME, LOW-SPEED

HYDR HYDRAULIC

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

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

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

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

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

M METER

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MM MILLIMETER

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

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

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

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

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

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

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

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

QT QUARRY TILE

QTY QUANTITY

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

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

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

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEAL - STAMPILAANT

SM SQUARE METERS

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

STRL STRUCTURAL

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

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

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TELECOM TECOMMUNICATIONS

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TR TECOMMUNICATIONS ROOM

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TYP TYPICAL

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

UH UNIT HEATER

UHF ULTRA HIGH FREQUENCY

UL UNDERWRITERS' LABORATORY

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

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

V VOLTAGE, VENT, VALVE

VA VOLT-AMPERE

VAC VOLTS AC

VAR VOLT-AMPERE REACTIVE

VAV VARIABLE AIR VOLUME

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VD VOLUME DAMPER

VDC VOLTS DC

VEL VELOCITY

VEST. VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VHF VERY HIGH FREQUENCY

VIB VIBRATION

VIF VERIFY IN FIELD

VM VOLTMETER

VOL VOLUME

VR VAPOR RETARDER

VT VINYL TILE

VTR VENT THRU ROOF

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

W WEST, WATT

WA WAINSCOT

W.A.S. WASTE ACTIVATED SLUDGE

WB WIND BEAM

WC WATER CLOSET

WD WOOD

WDO WINDOW

WFD WATER FLOW DETECTOR

WG WATER GAGE

WH WALL HYDRANT

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

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

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EN

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R

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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N

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, 2

SEAL -

STAMPILA

XX100

DISCIPLINA:

C - CIVIL

L - PEISAGISTICA

A - ARHITECTURA

M - MECANICE

E - ELECTRICE

P - SANITARE

s - STRUCTURA

T - TELECOMUNICTII

MODIFICATOR DE

SPECIALITATE

SIMBOLURI LEGENDE

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

A/C AER CONDITIONAT

A/C UNIT UNITATE AER CONDITIONAT

A/E ARCHITECT / ENGINEER

AB SURUB DE ANCORARE

ACC ACCESIBIL

ACS SISTEMUL DE CONTROL AUTOMAT

ACS DR UȘĂ DE ACCES

ACS PNL PANOU DE ACCES

ACT TAVAN SUSPENDAT ACUSTIC

ADA AMERICANII CU DISABILITĂȚI ACT

ADMIN ADMINISTRARE

AFC DEASUPRA BLAT FINISAT

AFF DEASUPRA FINISAJ PARDOSEAL -

STAMPILAA

AFG DEASUPRA PANTEI FINISATE

AFS DEASUPRA PLANSEULUI FINISATE

AGGR AGREGAT

AHU UNITATEA DE MANIPULARE AIR

AIB BARIERA DE INFILTRARE A AERULUI

ALT ALTERNATIV

ALUM ALUMINIU

ANOD ANODIZAT

APC PLAFON SUSPENDAT ACUSTIC

APPROX APROXIMATIVE

AR ASA CERUT

ARCH ARHITECTURA

ASC DEASUPRA TAVANULUI SUSPENDAT

ASSY ASAMBLARE

ATC PLAFON CU PLĂCI ACUSTICE

AVG MEDIE

AW WWKK ARHITECTURAL LEMN

AWT TRATAMENTUL ACUSTIC DE

PERETE

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

BALC BALCON

BB PLACA DE BAZA

BC BIBLIOTECA

BD PLACA

BDRY LIMITA

BFF SUB PARDOSEAL - STAMPILAA

FINITA

BHMA ASOCIATIA PRODUCATORILOR DE

PRODUSE PT CONSTRUCTII

BLDG CLADIRE

BLKG ZIDARIE

BLT IN INCASTRAT

BN SOCLU

BOS BAZA DE OTEL

BOT PARTE INFERIOARA

BP HARTIE DE CONSTRUCTII

BRKT SCOABA

BS AMBELE FETE

BSMT SUBSOL

BTWN INTRE

BUR ACOPERIS PREFABRICAT

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

C CONC BETON TURNAT

CAB DULAP

CATW PODIUM

CAV CAVITATE

CBB PLACA PE BAZA DE CIMENT

CD DOCUMENTE CONSTRUCTIE

CDW APA RECE DE BAUT

CEM PLAS TENCUIALA DE CIMENT

CER CERAMIC

CF MOBILAT DE CONTRACTOR

CF/CI MOBILAT DE CONTRACTOR/

MONTAT DE CONTRACTOR

CFE ECHIPAMENT FURNIZAT DE

CONTRACTOR

CFLG PAZIE

CFM METRI CUBI PE MINUT

CFMF STRUCTURA METALICA FORMATA

LA RECE

CFS PICIOARE CUBICE PE SECUNDA

CG PROTECTIE DE COLT

CI FIER FORJAT

CIP TURNAT IN SITU

CJ ROST DE CONTROL

CL LINIE DE MIJLOC

CLG TAVAN

CLG DIFF GRILA TAVAN

CLG HT INALTIME PLAFON

CLL LINIE STALPI

CLO DEBARA

CLR CULOARE

CLRM SALA DE CLASA

CMU UNITATE DE ZIDARIE DIN BETON

CNDS CONDENSAT

CDR CITITOR DE CARDURI

CO CURATENIE

COL STALP

COMM COMUNICATII

CONC BETON

CONC FLR PLANSEU DE BETON

CONF CONFERINTA

CONSULTATI A/E/C CAD

STANDARD PENTRU

STANDARDUL DE

NUMEROTARE PLANSE

NUMAR DE PLANSA PE SERII

ABREVIERI

NUMELE PLANSEIA1

A-101 SCARA

A-101

A1 A-101

A1 A-101

NUMAR DE REFERINTA

PLANSA UNDE ESTE PREZENTATA

REFERINTA

PLAN

NORTH

NORDUL

PLANULUI

NORDUL

REAL

NUMAR ELEVATIE

ELEVATIE DESENATA PE ACEASTA PLANSA

REFERINTA ELEVATIE

A1

A-101

A1 A-101

NUMAR SECTIUNI

SECTIUNI DESENATE PE ACEASTA PLANSA

REFERINTA SECTIUNI

NUMAR ELEVATIE

ELEVATIE DESENATA PE ACEASTA PLANSA

REFERINTA ELEVATIE

A1

B1D1

C1

NUMAR DETALIU

DETALIU DESENAT PE ACEASTA PLANSA

DETALIU REFERINTA

NUMAR DETALIU

DETALIU DESENAT PE ACEASTA PLANSA

CAMERA

NUMAR CAMERA SI

NUMAR REFERINTA

REFERINTA LA PLANSA

A-601 PENTRU

TRADUCEREA TITLULUI

PLANSEI

1 NOTA DE LUCRU

1 MARKER REVIZIE

NUMAR PLANSA

A-101 NUMAR ELEVATIE

ELEVATIE DESENATA PE ACEASTA PLANSA

REFERINTA ELEVATIE

A1

B1D1

C1

LEGENDA MATERIALE

SALTEA IZOLATIE

CARAMIDA

BETON

CARAMIDA DE

BETON

BLOCARE CONTINUA

PAMANT

LEMN FINISAT

PIETRIS

PLACARE GIPS

CARTON

PLACAJ LEMN

IZOLARE RIGIDA

OTEL

CONT CONTINUU

COORD COORDONATE

CORR CORIDOR

CP CONDUCTA BETON

CPT COVOR

CR CAMERA CONTROL

CS PIATRA TURNATA

CSWK CARCASA

CT PLACA CERAMICA

CTAB CÂMPIA TURZII BAZA DE AER

CTB BAZA PLACA CERAMICA

CTF PARDOSEAL - STAMPILAA

CERAMICA

CTR CENTRU

CU FT PICIOR CUBIC

CW TAMPLARIE FEREASTRA

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

D ADANCIME

DBL DUBLU

DEMO DEMOLARE

DEPT DEPARTAMENT

DET DETALIU

DIA DIAMETRU

DIR DIRECTIE

DIST DISTANTA

DOC DOCUMENT

DR USA

DS BURLAN

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

EA FIECARE

EF EFIECARE FATA

EIFS TERMOSISTEM

EJ ROST DE DILATARE

ES FIECARE PARTE

EL ELEVATIE

ELEC ELECTRIC

ELEV LIFT

ENTR INTRARE

EPS PLACA POLISTIREN EXPANDAT

EQ EGAL

EWC RACITOR ELECTRIC PENTRU APA

EXP APARENT (EXPUS)

EXT EXTERIOR

EXT STINGATOR

EXT GR PANTA EXTERIOARA

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

FA ALARMA INCENDIU

FAAP PANOU ALARMARE INCENDIU

FAS BD PAZIE

FC BRK CARAMIDA APARENTA

FCO CURATARE PARDOSEAL -

STAMPILAA

FD SIFON DE PARDOSEAL - STAMPILAA

FDTN FOUNDATIE

FE STINGATOR DE INCENDIU

FEC DULAP STINGATOR DE INCENDIU

FED FEDERAL

FF PARDOSEAL - STAMPILAA FINISATA

FF INSUL TERMOIZOLATIE CASERATA

FGL FIBRA DE STICLA

FH FURTUN HIDRANT

FHP PARTITIE PANA IN TAVAN

FIN FINISAJ

FIXT ACCESORIU

FLDG PLIABIL

FLEX FLEXIBIL

FLG FINISAJ PARDOSEAL - STAMPILAA

FLMT MONTAT LA FATA

FLR PARDOSEAL - STAMPILAA

FM MUTUAL DIN FABRICA

FOC FATA BETON

FOM FATA ZIDARIE

FR REZISTENT LA FOC

FRCS SISTEME DE CONTROL LEGATE CU

INSTALATII

FRG GIPSCARTON RANFORSAT CU

FIBRA

FRMG STRUCTURA USOARA

FRP PLASTIC CU FIBRA DE STICLA

FRTW FIRE LEMN IGNIFUGAT

FS SPECIFICATIE FEDERALA

FSTNR ELEMENT DE FIXARE

FTG BAZA

FWC TAPET TEXTIL

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

G GAZE NATURALE

GALV GALVANIZAT

GB BARA DE SPRIJIN

GFCI FURNIZAT DE GUVERN

INSTALAT DE CONTRACTOR

GFGI FURNIZAT DE GUVERN

INSTALAT DE GUVERN

GFRG GIPS RANFORSAT CU FIBRA

DE STICLA

GLZ STICLA

GR PANTA

GR FL PARTER

GUT JGHEAB

GYP GIPS

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

HB FURTUN BIBB

HDPE POLIETILENA DENSITATE RIDICATA

HDW COMPONENTE

HDWD PLACAJ

HEPA FILTRU DE AER DE EFICIENTA

RIDICATA

HM PROFILE METALICE

HMD USA DIN PROFILE METALICE

HORIZ ORIZONTAL

HT INALTIME

HVLS VOLUM RIDICAT, VITEZA MICA

HYDR HIDRAULIC

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

IBC CODUL INTERNATIONAL PT

CONSTRUCTII

INSUL TERMOIZOLATIE

INT INTERIOR

ILO IN LOC DE

J ---------------------

JAN INGRIJITOR

K ---------------------

KPD TASTATURA

KIT BUCATARIE

KPL PLACA PROTECTIE USA

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

LAM LAMINAT

LAV LAVOAR

LBR CHERESTEA

LBS POUND

LDG PODEST

LF PICIOR LINIAR (FOOT)

LIB BIBLIOTECA

LIN LINEAR

LKR VESTIAR

LOC LOCATIE

LT LUMINA

LVDR USA JALUZELE

LVR JALUZELE

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

M METRU

MACH RM CAMERA TEHICA

MATL MATERIAL

MAX MAXIMUM

MC CONTINUT DE UMEZEALA

MD PARODEALA METALICA

MECH MECANICE

MEMB MEMBRANA

MF MILL FINISH

MFR PRODUCATOR

MID MIJLOC

MIL STD STANDARD MILITAR

MIN MINIMUM, MINUT

MIRR OGLINDA

MISC DIVERSE

MLDG MOLDING (MOULDING)

MM MILLIMETRU

MO GOL ZIDARIE

MOD MODIFICA

MB BARIERA ANTI UMEZEALA

MTG MONTAJ

MTL METAL

MVBL MOBIL

MWP MEMBRANA HIDROIZOLANTA

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

N NORD

NA NU SE APLICA

NFPA ASOCIATIA NATIONALA DE

PROTECTIE LA FOC

NIC NU E IN CONTRACT

NO NUMAR

NOM NOMINAL

NP NE VOPSIT

NRC ATENUANT FONIC

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

OA PER TOTAL

OC PE CENTRU

OD DIAMETRU EXTERIOR

OFD PREAPLIN

OFF BIROU

OGL STICLA OPACA

OPH MANA OPUSA

OPNG DESCHIDERE

OPP OPUS

OPQ OPAC

OWSJ OPEN GRINDA CU ZABRELE

OPR OPERABIL

ORD PREAPLIN DE ACOPERIS

ORIG ORIGINAL

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

PA ADRESARE PUBLICA

PAR PARAPET

PAT PATTERN

PB CAMIND DE TRAGERE

PBD PLACA AGLOMERATA

PCC BETON PREFABRICAT

PCF POUNDS PE PICIOR CUB

PCT PROCENT

PERF PERFORAT

PERIM PERIMETRU

PH FAZA

PIL PILASTRU

PL LIMITA DE PROPRIETATE

PL GL PLACA DE STICLA

PLAM LAMINAT PLASTIC

PLAS TENCUIALA

PLBG SANITARE

PLG PILING

PLYWD PLACAJ LEMN

PNL PANEL

PP PL PLACA DE IMPINGERE/TRAGERE

PR PERECHE

PRCST PRETURNAT

PRKG PARCARE

PS CONC BETON PRETENSIONAT

PSF POUNDS PE PICIOR PATRAT

PSI POUNDS INCH PATRAT

PT TRATAT PRIN PRESIUNE

PTD DISPENSER PROSOAPE

HARTIE

PTDR DISPENSER PROSOAPE

HARTIE SI RECEPTOR

PTN PARTITIE

PWR PUTERE

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

QT PLACA DIN CARIERA

QTY CANTITATE

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

RB BAZA RESILIENTĂ

RBM ZIDARIE ARMATA DE CARAMIDA

RBR CAUCIUC

RC BETON ARMAT

RCP PLAN PLAFOANE

RD RECEPTOR DE TERASA

RDG INS TERMOIZOLATIE RIGIDA

REC MONTAJ INGROPAT

REC ROOM CAMERA RELAXARE

REF REFERINTA

REM DETASABIL

REP REPARATIE

REPL INLOCUIRE

REQ NECESITA

REQD NECESAR

RESIL RESILIENT

REST TOALETA

RF PARDOSEAL - STAMPILAA

RESILIENTA

RFG ACOPERIS

RH HASURA ACOPERIS

RHR INTOARCERE LA DREAPTA

RL SCARA DE ACOPERIS

RLG BALUSTRADA

RM CAMERA

RO GOL LA ROSU

RSD USA TIP RULOU DIN OTEL

RV AERISIRE ACOPERIS

RVL DEZVALUIE

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

SB BLOC DE STROPI

SCHED PROGRAM

SD DETECTOR DE FUM

SF PICIOR PATRAT

SFTWD LEMN DE ESENTA MOALE

SGL SINGUR

SHT MTL FLASH CAPAC (PAZIE) METALIC

SHTHG TABLA

SHV RAFTURI

SIM SIMILAR

SJ ROST DESCHIS

SKLT LUMINATOR

SLNT SIGILANT

SM METRI PATRATI

SMK FUM

SMLS FARA ROST

SP EL ELEVATIE PUNCTUALA

SPEC SPECIFICATIE

SQ PATRAT

SQ IN INCH PATRAT

SQ YD CURTE PATRATA

SST OTEL INOXIDABIL

ST SCARI

STD STANDARD

STL JST BRAT DE OTEL

STL RF DK ACOPERIS METALIC

STOR DEPOZITARE

STR LONJEROANE

STRB/HRN COS

STRL STRUCTURAL

SUB FL SUBSTRAT PARDOSELA

SV FOAIE VINYL

SW TROTUAR

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

T TREAPTA

T/S CADA / DUS

TC TERRA COTTA

TD SANT DE SCURGERE

TEL TELEFON

TELECOM TECOMUNICATII

TEMP TEMPORAR

TER TERRAZZO

TFF PARTEA SUPERIOARA A

FINISAJULUI DE PARDOSELA

THK GROSIME

TK BD TACKBOARD

TMPD GL STICLA CALITA

TN NORD ADEVARAT

TOF PARTEA SUPERIOARA A BAZEI

TOM PARTEA SUPERIOARA A ZIDARIEI

TOP PARTEA SUPERIOARA PARAPET

TOPO TOPOGRAFIE

TOS PARTEA SUPERIOARA A PLACII

TR CAMERA TECOMUNICATII

TRANS RIGLA

TRTD TRATAT

TV TELEVIZIUNE

TYP TIPIC

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

UH UNITATE DE CLIMATIZARE

UHF FRECVENTA FOARTE RIDICATA

UL UNDERWRITERS' LABORATOR

UNO DACA NU E SPECIFICAT ALTFEL

UPS SURSA CURENT INTANGIBILA

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

V VOLTAJ, VENT, VALVA

VA VOLT-AMPERE

VAC VOLTI, AC

VAR VOLT-AMPERE REACTIV

VAV VOLUME VARIABL AER

VB BARIERA DE VAPORI

VCT PLACA VINIL

VD CLAPET DE VOLUM

VDC VOLTI DC

VEL VITEZA

VEST. VESTIBUL

VFD DRIVE DE FRECVENTA VARIABILA

VHF FRECVENTA FOARTE INALTA

VIB VIBRATIE

VIF VERIFICAT IN TEREN

VM CONTOAR DE VOLUM

VOL VOLUM

VR RETARDATOR DE VAPORI

VT PLACA VINYL

VTR VENTILATIE PRIN ACOPERIS

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

W VEST, WATT

WA WAINSCOT

W.A.S. DESEURI ACTIVATE

WB WIND BEAM

WC REZERVOR APA

WD LEMN

WDO FEREASTRA

WFD DETECTOR SCURGERI APA

WG APOMETRU

WH HIDRANT DE PERETE

WHA HAMMER ARRESTER APA

WHS MONTANT SUDAT

WI FIER FORJAT

WL INCARCARE DIN VANT, LINIA APEI

WM APOMETRU

WP REZISTENT LA APA

WPF IZOLARE LA APA

WS SUPRAFATA APA, WATERSTOP

WT GREUTATE (MASA)

WTS TIJA FILETATA SUDATA

WWF/WWR PLASA SUDATA/ARMATURA

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

XARM INCRUCISAT

XFMR TRANSFORMER

XFR TRANSFER

XMTR TRANSMITATOR

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

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R

S

D R

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N N

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N

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N O

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SHEET ID

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H

CODES AND STANDARDS

STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING:

1. U.S. STRUCTURAL CODES AND STANDARDS

A. UFC 1-202-01 – UNIFIED FACILITIES CRITERIA HOST NATION FACILITIES IN

SUPPORT OF MILITARY OPERATIONS

B. UFC 3-301-01 – UNIFIED FACILITIES CRITERIA STRUCTURAL ENGINEERING

C. IBC 2015 – INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING

CODE 2015

D. ASCE 7-10 - AMERICAN SOCIETY OF CIVIL ENGINEERS, 2010, MINIMUM

DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

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

STEEL CONSTRUCTION, FOURTEENTH EDITION

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

REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY

G. ACI 530-11, AMERICAN CONCRETE INSTITUTE, 2011, BUILDING CODE

REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES

H. ANSI/SDC RD-2010, STEEL DECK INSTITUTE, 2010, STANDARD FOR STEEL

ROOF DECK.

I. SJI-COSP-2010, STEEL JOIST INSTITUTE, 2010, CODE OF STANDARD

PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS

J. MNL-120-17, PRECAST CONCRETE INSTITUTE, DESIGN HANDBOOK, 8TH

EDITION.

2. EUROPEAN STRUCTURAL CODES AND STANDARDS

A. EUROCODE 0: BASIS OF STRUCTURAL DESIGN (SR EN 1990:2004 & SR EN

1990:2004/NA:2006)

B. EUROCODE 1: ACTIONS ON STRUCTURES (SR EN 1991-1-1:2004 – SR EN

1991-1-7:2007 & SR EN 1991-1-1:2004/NA:2006 – SR EN

1991-1-7:2007/NB:2011)

C. EUROCODE 2: DESIGN OF CONCRETE STRUCTURES (SR EN 1992-1-1:2004,

SR EN 1992-1-2:2006, SR EN 1992-3:2006 & SR EN 1992-1-1:2004/NB:2008, SR

EN 1992-1-2:2006/NA:2009, SR EN 1992-3:2006/NA:2008)

D. EUROCODE 3: DESIGN OF STEEL STRUCTURES (SR EN 1993-1-1:2006 – SR

EN 1993-1-12:2007 & SR EN 1993-1-1:2006/NA:2008 – SR EN

1993-1-12:2007/NA2012)

E. EUROCODE 4: DESIGN OF COMPOSITE STRUCTURES (SR EN 1994-1-1:2004,

SR EN 1994-1-2:2006 & SR EN 1994-1-1:2004/NB:2008, SR EN

1994-1-2:2006/NB:2008)

F. EUROCODE 7: GEOTECHNICAL DESIGN (SR EN 1997-1:2004 & SR EN

1994-1:2004/ NB:2007)

3. ROMANIAN STRUCTURAL STANDARDS:

A. P 100-1/2013 (ERRATA 2019): SEISMIC DESIGN;

B. CR 0/2012 DESIGN CODE. BASIS OF STRUCTURAL DESIGN;

C. CR 1-1-3/2012 DESIGN CODE: EVALUATION OF SNOW ACTION ON

STRUCTURES;

D. CR 1-1-4/2012 DESIGN CODE: EVALUATION OF WIND ACTION ON

STRUCTURES;

E. NP 112/2014 DESIGN OF SHALLOW FOUNDATIONS;

F. NE 012-1/2007 NORMATIVE FOR PRODUCTION AND EXECUTION OF

CONCRETE, REINFORCED CONCRETE AND POST-TENSIONED CONCRETE.

PART 1: CONCRETE PRODUCTION;

G. NE 012-2/2010 NORMATIVE FOR PRODUCTION AND EXECUTION OF

CONCRETE, REINFORCED CONCRETE AND POST-TENSIONED CONCRETE.

PART 2: EXECUTION OF CONCRETE WORKS;

H. NE 020/2003 DESIGN OF COMPOSITE SLABS;

I. SR EN 206+A1:2017 CONCRETE: SPECIFICATIONS, PERFORMANCE,

PRODUCTION AND CONFORMITY;

J. ST 009/2011 TECHNICAL SPECIFICATIONS FOR CONCRETE

REINFORCEMENT;

K. NP 042/2000 DESIGN OF STEEL STRUCTURAL ELEMENTS AND

CONNECTIONS;

L. C 169/1988 NORMATIVE FOR EXECUTION OF EXCAVATION WORKS FOR

FOUNDATIONS OF CIVIL AND INDUSTRIAL BUILDINGS.

4. ROMANIAN DESIGN LOADS

ROOF LOADS

ROOF LIVE LOAD 1.0 KN/M2

ROOF SUPERIMPOSED DEAD LOAD 0.05 KN/M2

SNOW LOAD

GROUND SNOW LOAD, SK 1.5 KN.M2

EXPOSURE FACTOR, CE 0.8 ROOF

THERMAL FACTOR, CT 1.0

WIND LOADS

WIND PRESSURE, WE 0.5 KN/M2

IMPORTANCE-EXPOSURE FACTOR, YLW 1.15

SEISMIC LOAD

GROUND ACCELERATION, AG 0.10G

IMPORTANCE CLASS, I 1.4

CONTROL PERIOD, TC 0.7

GENERAL

1. THESE DRAWINGS ARE INCOMPLETE UNLESS ACCOMPANIED BY THE

CONTRACT SPECIFICATIONS.

2. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL

OTHER DRAWINGS. CONTRACTOR SHALL COORDINATE THE WORK OF OTHER

TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES,

INSERTS, HOLES, HANGERS AND ANCHORS.

3. THE GENERAL SCOPE OF THE STRUCTURAL WORK INCLUDES THE

FOLLOWING:

WAREHOUSE A – 164 M LONG, 40 M WIDE, 4.8 M AT EAVE HEIGHT. IT IS A

SINGLE-STORY STEEL FRAMED ROOF SUPPORTED BY PRECAST CONCRETE

COLUMNS, ON SHALLOW FOUNDATION. THE GABLE ROOF STRUCTURE IS

STEEL DECK ON OPEN WEB STEEL JOISTS SUPPORTED BY OPEN WEB

STEEL GIRDERS THAT BEAR ON PRECAST COLUMNS. LATERAL LOAD

RESISTING SYSTEM IN BOTH TRANSLATIONAL AND LONGITUDINAL

DIRECTIONS ARE RELYING ON THE STIFFNESS OF FREE-STANDING

COLUMNS. GROUND FLOOR IS SLAB-ON-GRADE, 200 mm THICK CONCRETE.

WAREHOUSE B – 164 M LONG, 40 M WIDE, 4.8 M AT EAVE HEIGHT.

STRUCTURAL SYSTEM IS THE SAME AS BUILDING A.

WAREHOUSE C – 88.5 M LONG, 30 M WIDE, 4.8 M AT EAVE HEIGHT.

STRUCTURAL SYSTEM IS THE SAME AS BUILDING A.

WAREHOUSE D – 95.5 M LONG, 29 M WIDE, 14 M AT EAVE HEIGHT. THIS

BUILDING CONTAINS TWO ROWS OF BRIDGE CRANE, EACH RUNNING FULL

LENGTH OF THE BUILDING. THE CRANE GIRDER AND ITS LATERAL

SUPPORT RELY ON THE FREE-STANDING CONCRETE COLUMNS. THE

BUILDING LATERAL LOAD SYSTEM IS THE SAME AS BUILDING A. SO IS THE

FLOOR SYSTEM.

THE GABLE ROOF STRUCTURE IS STEEL DECK ON STEAL BEAMS

SUPPORTED BY STEEL TRUSS GIRDERS WHICH ARE CONNECTED TO WIDE

FLANGE STEEL COLUMNS STUB FROM TOP OF CONCRETE COLUMN AT

CRANE RAIL ELEVATION. IN THE SHORT DIRECTION, LATERAL LOAD

RESISTING SYSTEM AT THE UPPER PART IS MOMENT FRAMES BETWEEN

THE GIRDER TRUSSES AND COLUMNS; IN THE LONG DIRECTION IS

CONTINUOUS MOMENT FRAMED BEAMS WHICH ALSO RESIST THE

CLADDING WIND/SEISMIC FORCES.

WAREHOUSE E – 50.5 M LONG, 32 M WIDE, 6.3 M AT EAVE HEIGHT.

STRUCTURAL SYSTEM IS THE SAME AS BUILDING A.

WAREHOUSE G – 94 M LONG, 20 M WIDE, 3.4 M (LOW BAY), 6.5 M (HIGH BAY)

AT EAVE HEIGHT. STRUCTURAL SYSTEM IS THE SAME AS BUILDING A.

WAREHOUSE H – 26 M LONG, 8 M WIDE, 4.8 M AT EAVE HEIGHT. THE ROOF

STRUCTURE IS LOW SLOPED. THE FRAMING SYSTEM IS THE SAME AS

BUILDING A.

WAREHOUSE L – 13 M LONG, 13 M WIDE, 5.2 M AT EAVE HEIGHT. THE ROOF

STRUCTURE IS LOW SLOPED. THE FRAMING SYSTEM IS THE SAME AS

BUILDING A.

4. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO

THE OWNER OR THEIR REPRESENTATIVE PRIOR TO BEGINNING WORK IN

AREAS THAT WILL BE AFFECTED.

5. DETAILS ENTITLED OR NOTED AS 'TYPICAL' APPLY NOT ONLY WHERE

SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES

WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE.

6. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS xxxx (mm) IN REFERENCE TO DATUM ELEVATION 0 (mm). REFER TO CIVIL DRAWINGS FOR

SURVEY ELEVATION CORRESPONDING TO DATUM OF EACH BUILDING.

7. VERIFY AND COORDINATE ALL DIMENSIONS, ELEVATIONS, ETC. NECESSARY

FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE WORK. TAKE ALL

MEASUREMENTS NECESSARY FOR PROPER FABRICATION, ALIGNMENT, AND

INSTALLATION OF STRUCTURAL MEMBERS AND COMPONENTS.

8. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP

DRAWINGS UNDER ANY CIRCUMSTANCE.

9. ALL ITEMS SHOWN IN THESE DRAWINGS ARE NEW CONSTRUCTION UNLESS

SPECIFICALLY NOTED OTHERWISE.

LOAD CRITERIA PER ASCE 7-10

1. ROOF LOADS

A. ROOF LIVE LOAD 1.0 kN PSM (20 PSF) B. ROOF SUPERIMPOSED DEAD LOAD 0.5 kN PSM (10 PSF) AS ROOFING.

SUBJECT TO CHANGE BASED ON FINAL DESIGN OF ROOF

C. SNOW LOAD

• GROUND SNOW LOAD, PG 1.5 kN PSM (25 PSF)

• EXPOSURE FACTOR, CE 1.0

• ROOF THERMAL FACTOR, CT 1.0

• IMPORTANCE FACTOR, Is 1.0

• BALANCE DESIGN SNOW LOAD 1.0 kN (21 PSF) EFFECT OF SNOW

DRIFT IS ACCOUNTED FOR IN THE DESIGN PROCESS

D. UNDERHUNG LOAD 0.25 KPA (5 PSF) TO ROOF FRAMING BOTTOM CHORD

FOR MEP ELEMENTS; CONCENTRATED LOAD IS CONSIDERED IN DETAILED

DESIGN.

2. WIND LOADS

• BASIC WIND SPEED, V 35.8 m/s (80 MPH) (THREE SECOND GUST)

• EXPOSURE C

• RISK CATEGORY II

• INTERNAL PRESSURE COEFF: GCPI +/-0.18 (ENCLOSED BUILDING)

• WIND PRESSURES VARY PER SPECIFIC BUILDING SURFACES AND

PURPOSE OF DESIGN. DETAILS ARE REFLECTED IN DESIGN

CALCULATIONS.

3. SEISMIC LOAD PARAMETERS

• MAPPED SHORT PERIOD SPECTRAL RESPONSE ACCELERATION,

SS=110%G

• MAPPED 1-SEC PERIOD SPECTRAL RESPONSE ACCELERATION, S1=52%G

• SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION, SDS=0.777

• 1-SEC PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION, SD1=0.52

• RISK CATEGORY II

• SEISMIC DESIGN CATEGORY D

• SITE CLASS D

• BASIC STRUCTURAL SYSTEM IS CANTILEVERED COLUMN SYSTEM

• BASIC SEISMIC-FORCE-RESISTING SYSTEM IS SPECIAL REINFORCED

CONCRETE MOMENT FRAMES

• RESPONSE MODIFICATION FACTOR, R = 2.5

• DEFLECTION AMPLIFICATION FACTOR, CD = 2.5

• IMPORTANCE FACTOR IE = 1.0

• SEISMIC RESPONSE COEFFICIENT CS = 0.311

• ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

• DESIGN BASE SHEAR VS = CS X W (WEIGHT/MASS OF BUILDING)

FOUNDATION

1. SHALLOW FOUNDATION DESIGN IS BASED ON PRELIMINARY GEOTECHNICAL

REPORT BY WOOD E&IS GMBH IN FRANKFURT, GERMANY, FEB. 2020.

2. BOTTOM OF FOOTING MUST BE BELOW THE FROST PENETRATION LINE OF

1100 mm (3 FT-8 IN).

3. THE DESIGN ALLOWABLE NET SOIL PRESSURE IS 300 KPA (6200 PSF) UNDER

STATIC (DEAD AND SNOW) LOAD; 400 KPA (8200 PSF) UNDER TRANSIENT

(WIND AND SEISMIC) LOAD.

4. BOTTOM OF FOOTING REST ON VIRGIN GRAVEL OR COARSE SAND, OR

COMPACTED STRUCTURAL FILL. A COMPETENT SUBGRADE IS BUILT UP TO

BOTTOM OF FOOTING ELEVATION SHOWN ON DRAWING. BOTTOM OF

FOUNDATION IS NOT PERMITTED TO BE LOWERED FROM DESIGN ELEVATION

SHOWN ON DRAWING.

5. FOUNDATION CONSTRUCTION MUST NOT COMMENCE UNTIL GEOTECHNICAL

INVESTIGATION IS COMPLETE AND THE GEOTECHNICAL REPORT IS

OFFICIALLY SUBMITTED TO THE OWNER.

6. ALL COHESIVE OR UNSUITABLE SOIL MUST BE REMOVED, REPLACED WITH

WELL-COMPACTED STRUCTURAL FILL TO THE EXPOSED ROCK BED OR

GRANULAR SOIL.

7. IF UNSUITABLE MATERIAL IS ENCOUNTERED AT THE BASE OF FOUNDATION

ELEVATION, UNDERCUT THE UNSUITABLE SOIL TO A DEPTH APPROVED BY

THE GEOTECHNICAL ENGINEER, AND REPLACE WITH WELL-COMPACTED

STRUCTURAL FILL. COMPACTION DENSITY MUST REACH MINIMUM 95% SR-EN

13286-2.

8. SUBGRADE PREPARATION MUST BE INSPECTED AND APPROVED BY THE

GEOTECHNICAL ENGINEER.

9. NO FOUNDATION CONCRETE SHALL BE INSTALLED UNTIL ALL FOUNDATION

WORK HAS BEEN COORDINATED WITH UNDERGROUND UTILITIES. REPORT TO

OWNER FOR ANY CONFLICT BETWEEN FOUNDATION AND UTILITY LINES.

OBTAIN OWNER APPROVED SOLUTION BEFORE PROCEEDING.

10. TO MINIMIZE WEATHERING, THE LAST 150 MM OF EXCAVATION FOR ALL

FOOTINGS SHALL BE MADE IMMEDIATELY PRIOR TO PLACEMENT OF

FOOTINGS.

CONCRETE

1. ALL CONCRETE HEREIN IS NORMAL WEIGHT, CAST-IN-PLACE. CONCRETE WITH

COMPRESSIVE STRENGTH AS FOLLOWS:

A. FOUNDATION WALLS AND COLUMNS C25/30 Fck = 25 N/mm2 (f'c = 3,600 psi) B. SLAB-ON-GRADE C30/37 Fck = 30 N/mm2 (f'c = 4,300 psi) C. INSIDE BUILDING NOT SPECIFIED C25/20 Fck = 25 N/mm2 (f'c = 3,600 psi)

2. REINFORCING BARS:

BST500 (FY=72 ksi), DEFORMED SURFACE

3. REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH

SR EN 1992-1-1 AND NE 012-2.

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 SHALL

BE STAGGERED.

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

SHALL REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF SR EN

1992-1--1, U.N.O. IN DRAWINGS.

CONCRETE DEPOSITED AGAINST THE GROUND 75 mm (3") CONCRETE EXPOSED TO EARTH OR WEATHER 50 mm (2") SLABS AND WALLS 35 mm (1 ½”)

6. PROVIDE DOWELS TO MATCH REINFORCEMENT SIZE AND SPACING INDICATED FOR

ALL 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 EOR.

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 FOR OPENINGS IN SLABS

AND WALLS FOR ADDITIONAL REQUIREMENTS.

9. WALL FOUNDATIONS SHALL BE CAST IN PANELS NOT TO EXCEED 10 M (30 FT) LENGTH

IN ONE PLACEMENT.

10. PROVIDE WATERSTOPS IN ALL CONSTRUCTION JOINTS AT OR BELOW GRADE.

PROVIDE WATERSTOPS IN EXPANSION JOINTS AND CONSTRUCTION JOINTS OF

LIQUID-CONTAINING STRUCTURES AND WHERE REQUIRED TO PREVENT

INFILTRATION OF GROUND WATER.

11. DEPRESS FLOOR SLABS AS REQUIRED; SEE ARCHITECTURAL DRAWINGS FOR

LOCATION AND DEPTH OF DEPRESSED AREAS.

12. CHAMFER EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES 20 mm (3/4”), U.N.O.

13. EXTERIOR CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED.

14. REINFORCING STEEL SHOP DRAWING AND CONCRETE FORMWORK DESIGN ARE

PRODUCED BY THE CONSTRUCTION CONTRACTOR. REFER TO SPEC SECTION

03.30.00 FOR DETAILS REGARDING REBAR SHOP DRAWING PRODUCTION APPROVAL

15. THE ABOVE DOES NOT APPLY TO PRECAST CONCRETE PANELS.

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PRECAST CONCRETE

1. THE PRECAST CONCRETE SUPPLIER SHALL DESIGN THE PRECAST CONCRETE

MEMBERS AND THEIR CONNECTION IN ACCORDANCE WITH THE

INTERNATIONAL BUILDING CODE 2015, AND SR-EN 1992-1-3 THE LATEST

ADDITION OF THE PCI DESIGN HANDBOOK. THE PRECAST CONCRETE SUPPLIER

SHALL HAVE A LICENSED PROFESSIONAL ENGINEER SIGN AND DEAL THE

PRECAST CONCRETE CALCULATIONS AND SHOP DRAWINGS. THIS ENGINEER

SHALL ALSO PROVIDE A STATEMENT ON THE SHOP DRAWINGS STATING THAT

THE PRECAST MEMBERS AND CONNECTION ARE DESIGNED IN ACCORDANCE

WITH THE INTERNATIONAL BUILDING CODE 2015 AND SR-EN 1992-1-3.

2. COLUMN REINFORCEMENT SHALL BE DETAILED TO MEET THE SEISMIC

REQUIREMENTS FOR COLUMNS OF SPECIAL MOMENT FRAMES AS DEFINED IN

ACI 318-14 CHAPTER 17 AND P100-1/2013. MINIMUM REQUIRED REINFORCEMENT

SHOWN IN CONTRACT DRAWINGS, PRECAST CONCRETE SUPPLIER SHALL

SUBMIT SHOP DRAWINGS SHOWING REINFORCEMENT DETAILS.

3. PRECAST CONCRETE SUPPLIER SHALL COORDINATE WITH ARCHITECTURAL,

STRUCTURAL, MECHANICAL, ELECTRICAL AND CIVIL DRAWINGS FOR

LOCATIONS OF EMBEDS, OPENINGS AND PICKETS IN MEMBERS.

4. CONTRACTOR SHALL PROVIDE SLEEVES FOR MECHANICAL PIPES AND

ELECTRICAL CONDUITS THROUGH THE PRECAST MEMBERS. CONTRACTOR

SHALL VERIFY SIZE AND LOCATIONS OF ALL OPENINGS IN PRECAST MEMBERS

WITH THE TRADE REQUIRING THE SLEEVE.

5. ALL CONNECTION HARDWARE EXPOSED TO EXTERIOR CONDITIONS SHALL BE

GALVANIZED UNLESS OTHERWISE NOTED. GALVANIZED SURFACES THAT ARE

SUBSEQUENTLY FIELD WELDED SHALL BE TOUCHED-UP WITH ZINC-RICH

PAINT. CONNECTIONS BELOW GRADE SHALL NOT BE EXPOSED TO THE

SUBGRADE.

6. DETAILS AND NOTES SHOWN ON THESE DRAWINGS ARE TYPICAL. PRECAST

CONCRETE SUPPLIER SHALL BE RESPONSIBLE FOR VARIATIONS IN LENGTH,

SPECIAL DETAILS AND CONDITIONS, AND ALL REQUIRED EMBEDMENTS AS

DETAILED ON THESE DRAWINGS.

7. PRECAST CONCRETE SUPPLIER SHALL FURNISH ALL LOOSE CLIP ANGLES,

INSERTS, AND WELD PLATES NECESSARY FOR PROPER INSTALLATION.

8. PRECAST CONCRETE SUPPLIER SHALL 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 SHALL BE REPLACED OR

REPAIRED AS DIRECTED BY THE ARCHITECT/ENGINEER.

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

ADDITIONAL PRECAST STRUCTURAL MEMBER DEPTH REQUIRED TO

CONSTRUCT THE BUILDINGS SHALL BE PROVIDED WITHOUT ADDITIONAL COST.

HOWEVER, THE INCREASE OF MEMBER SIZE SHALL BE APPROVED BY THE

ARCHITECT OF RECORD.

11. SHOP DRAWINGS SHALL INDICATE THE DESIGN LOADS. SHOP DRAWINGS

SHALL NOT BE SUBMITTED TO THE CONTRACTING OFFICER UNTIL REVIEWED

AND APPROVED BY THE CONTRACTOR.

12. LOCAL SOURCED PRODUCT WITH SIMILAR PROPERTIES MAY BE USED.

CONTRACTOR WILL SUBMIT PRODUCT DATA TO CONTRACTING OFFICER FOR

REVIEW AND APPROVAL.

STEEL DECK

1. TYPICAL ROOF DECK IS NON-COMPOSITE CORRUGATED, GALVANIZED STEEL

CONFORMING TO SR EN 1090-4 WITH A MINIMUM YIELD STRENGTH OF 228

MPA (33 KSI). THE STEEL ROOF DECK SHALL BE 38 mm (1 ½ INCH) DEEP TYPE

B DECK WITH THE FOLLOWING MINIMUM SECTION PROPERTIES SHOWN IN

TABLE BELOW.

THE STEEL DECK IS PART OF THE LATERAL LOAD RESISTING SYSTEM.

2. BUILDING D STEEL ROOF DECK IS 76 mm (3 INCH) DEEP, TYPE N DECK WITH

THE FOLLOWING MINIMUM SECTION PROPERTIES SHOWN IN TABLE BELOW.

THE STEEL DECK IS PART OF THE LATERAL LOAD RESISTING SYSTEM

3. ROOF DECK SHALL BE FASTENED TO THE SUPPORTING STRUCTURE WITH

16MM (5/8 INCH) Ø PUDDLE WELDS AT 36/4 WELD PATTERN FOR INTERIOR

ZONE, 36/7 FOR BOUNDARY ZONE OF 3M (10 FT). SIDE LAP CONNECTIONS

SHASLL BE MADE WITH 5MM DIAMETER (Ø10) SELF TAPPING SCREWS AT

QUARTER POINTS BETWEEN SUPPORTS, NO FURTHER THAN 300MM (12 INCH)

OC. FASTEN DISCONTINUOUS SIDE OF ROOF DECK TO SUPPORTING

STRUCTURE WITH 16MM (5/8 INCH) Ø PUDDLE WELDS AT 300MM (12 INCH) OC,

U.N.O.

4. WHERE 4 OR MORE SUPPORTS ARE PROVIDED, STEEL DECK SHALL SPAN

CONTINUOUSLY OVER A MINIMUM OF 3 SUPPORTS (2-SPAN CONDITION), UNO.

5. ALL NON-COMPOSITE STEEL DECK IS DESIGNED AS UNSHORED

CONSTRUCTION, UNO.

6. CONSTRUCTION JOINTS RUNNING PARALLEL TO BEAMS OR GIRDERS SHALL

NOT COINCIDE WITH THE CENTERLINE OF THE BEAM OR GIRDER.

7. CONSTRUCTION JOINTS RUNNING PERPENDICULAR TO BEAMS OR GIRDERS

SHALL BE LOCATED AT APPROXIMATELY THE 1/3 POINT OF THE BEAM OR

GIRDER SPAN.

8. PERMANENT SUSPENDED LOADS ARE TYPICALLY NOT SUPPORTED BY STEEL

ROOF DECK. FOR POSSIBLE EXCEPTIONS, NOTIFY EOR FOR APPROVAL.

STRUCTURAL STEEL

1. MATERIAL STRENGTH

WIDE FLANGE SHAPES, HOLLOW SECTIONS, AND ANGLES - 355JR, Fy=350 MPA

(50 KSI)

ALL OTHER STRUCTURAL STEEL - S275JR - fy= 248 MPA (36 KSI)

WELDING ELECTRODES - SR-EN 1090-2, CHAPTER 2.3 AND TABLE 5, E70XX.

FILLET WELD SIZE TYPICAL 6 mm (1/4 INCH) OR THICKNESS OF THE THINNER

METAL TO BE WELDED, U.N.O.

2. ALL STRUCTURAL STEEL ELEMENTS EXPOSED TO WEATHER SHALL BE

GALVANIZED IN ACCORDANCE WITH SR-ISO 14713 OR SR-ISO 10684, AS

APPLICABLE.

3. THE CENTER LINES OF ALL COLUMNS AND BEAMS SHALL BE LOCATED ON COLUMN

LINES U.N.O.

4. BOLTS SHALL BE 20 mm (3/4" INCH) DIAMETER, TYPE ASTM A325M (F3125 Gr 325), OR

SR-EN ISO 4017, GRADE 8.8, U.N.O. PROVIDE "STANDARD" BOLT HOLES IN

ACCORDANCE WITH AISC SR-EN 1090-2.

5. BOLT HOLES IN STEEL FIXTURES ATTACHED BY POST-INSTALLED ANCHORS SHALL

ALSO USE "STANDARD" SIZE HOLES IN SR-EN 1090-2.

6. ANCHORS SHALL CONFORM TO ASTM F1554, GRADE 55, U.N.O. HEAVY HEX ANCHOR

BOLT END ANCHORAGE ARE NOT ALLOWED.

7. SHEAR CONNECTIONS NOT DETAILED ON DRAWINGS FOR SIMPLY SUPPORTED

BEAMS SHALL BE CONNECTED BY MAXIMUM NUMBER OF BOLTS THE BEAM CAN

RECEIVE.

8. BOLTED MOMENT CONNECTIONS SHALL BE SLIP-CRITICAL CONNECTIONS. OTHER

CONNECTIONS SHALL BE BEARING CONNECTIONS WITH THREADS INCLUDED IN

SHEAR PLANES. ALL SLIP-CRITICAL CONNECTIONS SHALL BE PRETENSIONED TO

0.70 TIMES THE MINIMUM TENSILE STRENGTH OF THE BOLTS, 125 KN FOR 20 mm;

227 KN FOR 25 mm BOLTS (28 KIPS FOR 3/4"Ø A325 AND 51 KIPS FOR 1"Ø A325).

9. WHERE THE WORK OF OTHER TRADES REQUIRES CUTS, HOLES, ETC., IN

STRUCTURAL STEEL MEMBERS, CUTS, HOLES, ETC., SHALL 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 CONTRACTING OFFICER.

10. THE LATERAL LOAD RESISTING SYSTEM INCLUDES STRUCTURAL STEEL AND THE

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 IS 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: PRECAST CONCRETE COLUMN CONNECTION TO

FOUNDATION: MOMENT CONNECTION.

B. ROOF STEEL DECK THAT IS PROPERLY ANCHORED PER THIS SET OF

DRAWINGS.

C. ROOF DECK MEETS ALL CODE REQUIREMENTS TO FUNCTION AS A DIAPHRAGM

FOR THE LATERAL LOAD RESISTING SYSTEM. DIAPHRAGM REINFORCEMENT

BEYOND WHAT IS REQUIRED BY CIDE CAN BE ADDED PER LOCAL JURISDICTION

REQUIREMENTS.

11. STEEL BRACING: THE STABILITY OF STRUCTURAL STEEL ELEMENTS INCLUDING

INDIVIDUAL HOT-ROLLED STEEL SHAPES AND FABRICATED TRUSSES IS PROVIDED

BY THE ELEMENTS INDICATED AND DETAILED IN THE STRUCTURAL CONTRACT

DOCUMENTS. THESE ELEMENTS MUST BE COMPLETE AS SHOWN IN THE

STRUCTURAL CONTRACT DOCUMENTS BEFORE ANY TEMPORARY MEANS AND

METHODS REQUIRED FOR ERECTION ARE REMOVED.

STEEL ROOF DECK THAT IS PROPERLY ANCHORED

ALL STRUCTURAL STEEL MOMENT CONNECTIONS AND SHEAR CONNECTIONS

STEEL BRACINGS AND KICKERS

12. NON-SHRINK GROUT TYPICAL FOR BASE PLATES TO COMPLY WITH SR-EN 1090-2

CHAPTER 5.9 WITH MINIMUM COMPRESSIVE STRENGTH 48 KPA (7000 PSI) AT 28

DAYS.

13. JOISTS AND JOIST GIRDERS WITH CONCENTRATED LOADS MORE THAN 25 KG (55

LBS) ON THE TOP OR BOTTOM CHORDS NOT LOCATED AT A PANEL POINT SHALL BE

REINFORCED WITH A FIELD INSTALLED MEMBER. THE FIELD INSTALLED MEMBER

SHALL BE LOCATED AT THE CONCENTRATED LOAD AND SHALL BRACE THE CHORD

BACK TO A PANEL POINT.

SLAB-ON-GRADE

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

STRUCTURAL CONCRETE SLAB ON EARTH FORM. BACKFILL MATERIAL SHALL

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

RELATIVELY FREE OF PLASTIC FINES.

2. PROVIDE MINIMUM 100 mm THICK POROUS FILL LAYER DIRECTLY UNDER

VAPOR BARRIER TO PREVENT WATER CAPILLARY ACTION.

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

USE 15 mm THICK PREMOLDED JOINTS FULL DEPTH OF SLAB.

4. TYPICAL FLOOR SLAB THICKNESS IS 200 mm IN ALL BUILDINGS, U.N.O. PROVIDE CONTINUOUS REINFORCING STEEL MAT Ø10 AT 250 mm EACH WAY WITH 100 mm CONCRETE COVER ON TOP.

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

PLAN. JOINTS SHALL BE SAWED WITHIN 24 HOURS AFTER CONCRETING.

CONTROL JOINT LOCATION IS SHOWN ON FLOOR SLAB FRAMING PLAN.

6. VAPOR BARRIER, OVERLAPPED 150 mm AT JOINTS, AND WITH A PERMEANCE

OF LESS THAN 0.3 PERMS IN ACCORDANCE WITH ASTM E-96M SHALL BE

PROVIDED UNDER INTERIOR SLAB. WHERE NO VAPOR BARRIER IS USED, THE

SUBGRADE MUST BE DAMPENED WITH WATER IN ADVANCE.

7. ANY STRUCTURAL MEMBER PENETRATING SLAB SHALL HAVE A 15MM JOINT

FILLER BETWEEN SLAB AND MEMBER COMPLYING WITH SR-EN 13670.

8. PREMATURE FINISHING IS NOT ALLOWED. IMMEDIATELY FOLLOWING

FLOATING, TROWELLING WITH STEEL TROWELS SHOULD COMMENCE IF

REQUIRED. BROOMING SHALL BE AFTER THE STEEL TROWELLING OPERATION.

9. SLAB FINISH TYPE: INSIDE BUILDING – STEEL TROWELED, U.N.O.

N O T F

N S

TR

U C

TIO

N

ROOF DECK PANEL SHAPE SECTION PROPERTY TABLE

W galvWTHICKNESS Ix Sp Sn

12.9612.480.91 122.38 2504.03 2758.93

38 10.239.760.91 26.91 1169.54 1234.52

Fy

227.59

227.59 mm kg/m2 kg/m2 mm 10 /m4 6 mm 10 /m3 3 mm 10 /m3 3 Mpa

S15014

CFS SECTION PROPERTY TABLE

D B t A kg/m Ix Sx rx Iy Sy ry

152.40 41.28 1.44 0.36 2.81 1.19 15.63 57.66 0.08 2.44 14.48 mm mm mm mm 10 kg/m mm mm2 3 mm 104 6 mm 103 3 mm 104 6 mm 103 3

T15014 157.43 38.10 1.44 0.33 2.57 1.09 13.81 57.66 0.04 1.21 10.72

S20014 203.20 41.28 1.44 0.43 3.39 2.39 23.43 74.42 0.08 2.49 13.69

S20018 203.20 50.80 1.81 0.59 4.58 3.39 33.43 76.20 0.18 4.72 17.58

T20014 208.23 38.10 1.44 0.40 3.14 2.17 20.81 73.66 0.04 1.24 9.98

76N1.0

38B1.0

DEPTH

mm

DECK TYPE

US Army Corps of Engineers ®

SHEET ID

U S

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CTAB-GEN

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STRUCTURAL ABBREVIATION LIST:

W/ WITH

± PLUS MINUS

Ø DIAMETER

AB ANCHOR BOLT

ACI AMERICAN CONCRETE

INSTITUTE

ADJ ADJACENT

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

ARCH ARCHITECT OR

ARCHITECTURAL

ASTM AMERICAN SOCIETY OF

TESTING AND MATERIALS

B BOTTOM

BD BAR DIAMETER

BL BASELINE

BLDG BUILDING

BM BEAM

BOS BOTTOM OF STEEL

BRG BEARING

BTWN BETWEEN

CIP CAST IN PLACE

CFS COLD FORMED STEEL

CIJB CAST IRON JUNCTION

BOX

CJ CONTRACTION 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

CSJ CONSTRUCTION

JOINT

CTJ CONTROL JOINT

D DEEP OR DEPTH

DEG DEGREE

DTL DETAIL

DIA DIAMETER

DWG DRAWING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EMB EMBED OR EMBEDMENT

ENG ENGINEER

EOR ENGINEER OF RECORD

ES EACH SIDE

EQ EQUAL

EW EACH WAY

EXP EXPANSION

EXT EXTERNAL

FIN FINISH OR…