AMD0001_PLANS_PN80773_V2.pdf

SHEET ID. TITLE

INDEX OF DRAWINGS - VOLUME

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FA111 FIRE ALARM AND MNS FLOOR PLAN - FIRST FLOOR - PART A

FA112 FIRE ALARM AND MNS FLOOR PLAN - FIRST FLOOR - PART B

FA113 FIRE ALARM AND MNS FLOOR PLAN - FIRST FLOOR - PART C

FA114 FIRE ALARM AND MNS FLOOR PLAN - FIRST FLOOR - PART D

FA115 FIRE ALARM AND MNS FLOOR PLAN - FIRST FLOOR - PART E

FA121 FIRE ALARM AND MNS FLOOR PLAN - SECOND FLOOR - PART A

FA122 FIRE ALARM AND MNS FLOOR PLAN - SECOND FLOOR - PART B

FA123 FIRE ALARM AND MNS FLOOR PLAN - SECOND FLOOR - PART C

FA124 FIRE ALARM AND MNS FLOOR PLAN - SECOND FLOOR - PART D

FA125 FIRE ALARM AND MNS FLOOR PLAN - SECOND FLOOR - PART E

FA601 FIRE ALARM AND MNS DIAGRAM

FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES

FX111 FIRE PROTECTION - 1ST FLOOR - PART A

FX112 FIRE PROTECTION - 1ST FLOOR - PART B

FX113 FIRE PROTECTION - 1ST FLOOR - PART C

FX114 FIRE PROTECTION - 1ST FLOOR - PART D

FX115 FIRE PROTECTION - 1ST FLOOR - PART E

FX121 FIRE PROTECTION - 2ND FLOOR - PART A

FX122 FIRE PROTECTION - 2ND FLOOR - PART B

FX123 FIRE PROTECTION - 2ND FLOOR - PART C

FX124 FIRE PROTECTION - 2ND FLOOR - PART D

FX125 FIRE PROTECTION - 2ND FLOOR - PART E

FX501 FIRE PROTECTION DETAILS I

FX502 FIRE PROTECTION DETAILS II

FX503 FIRE PROTECTION DETAILS III

P-001 PLUMBING LEGEND

PL111 PLUMBING FLOOR PLAN - DOMESTIC - 1ST FLOOR - PART A

PL112 PLUMBING FLOOR PLAN - DOMESTIC - 1ST FLOOR - PART B

PL113 PLUMBING FLOOR PLAN - DOMESTIC - 1ST FLOOR - PART C

PL114 PLUMBING FLOOR PLAN - DOMESTIC - 1ST FLOOR - PART D

PL115 PLUMBING FLOOR PLAN - DOMESTIC - 1ST FLOOR - PART E

PL121 PLUMBING FLOOR PLAN - DOMESTIC - 2ND FLOOR - PART A

PL122 PLUMBING FLOOR PLAN - DOMESTIC - 2ND FLOOR - PART B

PL123 PLUMBING FLOOR PLAN - DOMESTIC - 2ND FLOOR - PART C

PL124 PLUMBING FLOOR PLAN - DOMESTIC - 2ND FLOOR - PART D

PL125 PLUMBING FLOOR PLAN - DOMESTIC - 2ND FLOOR - PART E

PL131 PLUMBING FLOOR PLAN - SANITARY - 1ST FLOOR - PART A

PL132 PLUMBING FLOOR PLAN - SANITARY - 1ST FLOOR - PART B

PL133 PLUMBING FLOOR PLAN - SANITARY - 1ST FLOOR - PART C

PL134 PLUMBING FLOOR PLAN - SANITARY - 1ST FLOOR - PART D

PL135 PLUMBING FLOOR PLAN - SANITARY - 1ST FLOOR - PART E

PL141 PLUMBING FLOOR PLAN - SANITARY - 2ND FLOOR - PART A

PL142 PLUMBING FLOOR PLAN - SANITARY - 2ND FLOOR - PART B

PL143 PLUMBING FLOOR PLAN - SANITARY - 2ND FLOOR - PART C

PL144 PLUMBING FLOOR PLAN - SANITARY - 2ND FLOOR - PART D

PL145 PLUMBING FLOOR PLAN - SANITARY - 2ND FLOOR - PART E

PL401 PLUMBING ENLARGED PLANS

PL402 PLUMBING ENLARGED PLANS

PL403 PLUMBING ENLARGED PLANS

PL404 PLUMBING ENLARGED PLANS

PL501 PLUMBING DETAILS

PL502 PLUMBING DETAILS

PL503 PLUMBING DETAILS

PL504 PLUMBING DETAILS

PL601 PLUMBING SCHEDULES

PL701 PLUMBING RISER DIAGRAMS

PL702 PLUMBING RISER DIAGRAMS

PL703 PLUMBING RISER DIAGRAMS

PL704 PLUMBING RISER DIAGRAMS

PL705 PLUMBING RISER DIAGRAMS

A-410 ENLARGED PLANS & INTERIOR ELEVATIONS

A-411 ENLARGED PLANS & INTERIOR ELEVATIONS

A-412 ENLARGED PLANS & INTERIOR ELEVATIONS

A-420 ENLARGED PLANS & INTERIOR ELEVATIONS

A-421 ENLARGED PLANS & INTERIOR ELEVATIONS

A-422 INTERIOR ELEVATIONS

A-501 DETAILS I

A-502 DETAILS II

A-503 DETAILS III

A-504 DETAILS IV

A-505 DETAILS V

A-510 SECTION DETAILS

A-511 SECTION DETAILS

A-512 EXTERIOR DETAILS

A-520 EXTERIOR DETAILS

A-521 EXTERIOR DETAILS

A-522 EXTERIOR DETAILS

A-523 EXTERIOR DETAILS

A-530 STAIR DETAILS

A-531 COLUMN DETAIL SCHEDULE

A-532 COLUMN DETAILS

A-533 COLUMN DETAILS

A-534 COLUMN DETAILS

A-535 INTERIOR DETAILS

A-536 INTERIOR DETAILS

A-537 INTERIOR DETAILS

A-601 DOOR SCHEDULE AND DOOR & FRAME TYPES

A-602 DOOR SCHEDULE AND DOOR & FRAME TYPES

A-603 DOOR & WINDOW DETAILS

A-604 DOOR & WINDOW DETAILS

A-605 WINDOW DETAILS

A-606 WINDOW DETAILS

A-607 WINDOW & OPENING DETAILS

A-608 STOREFRONT & LOUVER DETAILS

A-611 FIRST FLOOR FINISH SCHEDULE

A-612 SECOND FLOOR FINISH SCHEDULE

A-701 LIFE SAFETY NOTES

A-702 LIFE SAFETY NOTES

A-710 FIRST FLOOR LIFE SAFETY PLAN

A-720 SECOND FLOOR LIFE SAFETY PLAN

A-801 FIRST FLOOR BUILDING AIR BARRIER PLAN

A-802 SECOND FLOOR AIR BARRIER PLAN

A-803 AIR BARRIER BOUNDARY SECTIONS

A-804 AIR BARRIER BOUNDARY SECTIONS

A-805 AIR BARRIER DETAILS

I-001 FURNITURE LEGEND

I-110 FURNITURE PLAN - FIRST FLOOR - COMPOSITE

I-111 FURNITURE PLAN - FIRST FLOOR - PART A

I-112 FURNITURE PLAN - FIRST FLOOR - PART B

I-113 FURNITURE PLAN - FIRST FLOOR - PART C

I-114 FURNITURE PLAN - FIRST FLOOR - PART D

I-115 FURNITURE PLAN - FIRST FLOOR - PART E

I-120 FURNITURE PLAN - SECOND FLOOR - COMPOSITE

I-121 FURNITURE PLAN - SECOND FLOOR - PART A

I-122 FURNITURE PLAN - SECOND FLOOR - PART B

I-123 FURNITURE PLAN - SECOND FLOOR - PART C

I-124 FURNITURE PLAN - SECOND FLOOR - PART D

I-125 FURNITURE PLAN - SECOND FLOOR - PART E

I-131 FINISH PLAN - FIRST FLOOR - PART A

I-132 FINISH PLAN - FIRST FLOOR - PART B

I-133 FINISH PLAN - FIRST FLOOR - PART C

I-134 FINISH PLAN - FIRST FLOOR - PART D

I-135 FINISH PLAN - FIRST FLOOR - PART E

I-141 FINISH PLAN - SECOND FLOOR - PART A

I-142 FINISH PLAN - SECOND FLOOR - PART B

I-143 FINISH PLAN - SECOND FLOOR - PART C

I-144 FINISH PLAN - SECOND FLOOR - PART D

I-145 FINISH PLAN - SECOND FLOOR - PART E

I-501 SIGNAGE SCHEDULE & DETAILS 1

I-502 SIGNAGE SCHEDULE & DETAILS 2

I-503 SIGNAGE SCHEDULE & DETAILS 3

I-504 SIGNAGE TYPICALS 1

I-505 SIGNAGE TYPICALS 2

I-506 SIGNAGE TYPICALS 3

I-507 SIGNAGE TYPICALS 4

I-601 FINISH LEGEND

I-602 ROOM FINISH SCHEDULE & DETAILS 1

I-603 ROOM FINISH SCHEDULE & DETAILS 2

I-604 ROOM FINISH SCHEDULE & DETAILS 3

I-605 ROOM FINISH SCHEDULE & DETAILS 4

I-606 ROOM FINISH SCHEDULE & DETAILS 5

FA001 FIRE ALARM LEGEND AND OPERATIONS MATRIX

G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI002 INDEX OF DRAWINGS

GI003 ABBREVIATIONS & PROJECT INFORMATION

S-001 GENERAL STRUCTURAL NOTES

S-002 DESIGN DATA

SB101 FOUNDATION PLAN - COMPOSITE

SB102 FOUNDATION PLAN - PART A

SB103 FOUNDATION PLAN - PART B

SB104 FOUNDATION PLAN - PART C

SB105 FOUNDATION PLAN - PART D

SB106 FOUNDATION PLAN - PART E

SB501 FOUNDATION DETAILS

SB502 FOUNDATION DETAILS

SB503 FOUNDATION DETAILS

SB601 FOUNDATION SCHEDULES

SB602 FOUNDATION SCHEDULES

SF101 SECOND FLOOR FRAMING PLAN - COMPOSITE

SF102 SECOND FLOOR FRAMING PLAN - PART A

SF103 SECOND FLOOR FRAMING PLAN - PART B

SF104 SECOND FLOOR FRAMING PLAN - PART C

SF105 SECOND FLOOR FRAMING PLAN - PART D

SF106 SECOND FLOOR FRAMING PLAN - PART E

SF107 ROOF FRAMING PLAN - COMPOSITE

SF108 ROOF FRAMING PLAN - PART A

SF109 ROOF FRAMING PLAN - PART B

SF110 ROOF FRAMING PLAN - PART C

SF111 ROOF FRAMING PLAN - PART D

SF112 ROOF FRAMING PLAN - PART E

SF201 FRAME ELEVATIONS

SF202 FRAME ELEVATIONS

SF203 FRAME ELEVATIONS

SF204 FRAME ELEVATIONS

SF205 FRAME ELEVATIONS

SF206 FRAME ELEVATIONS

SF301 BUILDING SECTIONS

SF302 BUILDING SECTIONS

SF501 FRAMING SECTIONS

SF502 FRAMING DETAILS

SF503 FRAMING DETAILS

SF504 FRAMING DETAILS

SF505 FRAMING DETAILS

SF506 FRAMING DETAILS

SF507 FRAMING DETAILS

SF508 TRUSS PROFILES

SF509 TRUSS PROFILES

SF601 SCHEDULES

A-110 FIRST FLOOR PLAN - OVERALL

A-111 FIRST FLOOR PLAN - PART A

A-112 FIRST FLOOR PLAN - PART B

A-113 FIRST FLOOR PLAN - PART C

A-114 FIRST FLOOR PLAN - PART D

A-115 FIRST FLOOR PLAN - PART E

A-120 SECOND FLOOR PLAN - OVERALL

A-121 SECOND FLOOR PLAN - PART A

A-122 SECOND FLOOR PLAN - PART B

A-123 SECOND FLOOR PLAN - PART C

A-124 SECOND FLOOR PLAN - PART D

A-125 SECOND FLOOR PLAN - PART E

A-130 ROOF PLAN - OVERALL

A-140 FIRST FLOOR REFLECTED CEILING PLAN - OVERALL

A-141 FIRST FLOOR REFLECTED CEILING PLAN - PART A

A-142 FIRST FLOOR REFLECTED CEILING PLAN - PART B

A-143 FIRST FLOOR REFLECTED CEILING PLAN - PART C

A-144 FIRST FLOOR REFLECTED CEILING PLAN - PART D

A-145 FIRST FLOOR REFLECTED CEILING PLAN - PART E

A-150 SECOND FLOOR REFLECTED CEILING PLAN - OVERALL

A-151 SECOND FLOOR REFLECTED CEILING PLAN - PART A

A-152 SECOND FLOOR REFLECTED CEILING PLAN - PART B

A-153 SECOND FLOOR REFLECTED CEILING PLAN - PART C

A-154 SECOND FLOOR REFLECTED CEILING PLAN - PART D

A-155 SECOND FLOOR REFLECTED CEILING PLAN - PART E

A-201 EXTERIOR ELEVATIONS

A-202 ENLARGED NORTH ELEVATION

A-203 ENLARGED EAST & WEST ELEVATIONS

A-204 ENLARGED SOUTH ELEVATION

A-301 BUILDING SECTIONS

A-303 WALL SECTIONS

A-304 WALL SECTIONS

A-401 ELEVATOR PLANS & ELEVATIONS

A-403 INTERIOR ELEVATIONS

A-404 STAIR SECTIONS

SHEET ID. TITLE

INDEX OF DRAWINGS - VOLUME

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EP124 RECEPTACLE PLAN - 2ND FLOOR - PART D

EP125 RECEPTACLE PLAN - 2ND FLOOR - PART E

EP131 EQUIPMENT AND PANELBOARD PLAN - 1ST FLOOR - PART A

EP132 EQUIPMENT AND PANELBOARD PLAN - 1ST FLOOR - PART B

EP133 EQUIPMENT AND PANELBOARD PLAN - 1ST FLOOR - PART C

EP134 EQUIPMENT AND PANELBOARD PLAN - 1ST FLOOR - PART D

EP135 EQUIPMENT AND PANELBOARD PLAN - 1ST FLOOR - PART E

EP141 EQUIPMENT AND PANELBOARD PLAN - 2ND FLOOR - PART A

EP142 EQUIPMENT AND PANELBOARD PLAN - 2ND FLOOR - PART B

EP143 EQUIPMENT AND PANELBOARD PLAN - 2ND FLOOR- PART C

EP144 EQUIPMENT AND PANELBOARD PLAN - 2ND FLOOR - PART D

EP145 EQUIPMENT AND PANELBOARD PLAN - 2ND FLOOR - PART E

EP401 POWER PLAN - ENLARGED

EP601 POWER SINGLE LINE DIAGRAM

EP602 PANEL SCHEDULES

EP603 PANEL SCHEDULES

EP604 PANEL SCHEDULES

EP605 PANEL SCHEDULES

EP606 PANEL SCHEDULES

EP607 PANEL SCHEDULES

EP608 PANEL SCHEDULES

EP609 PANEL SCHEDULES

EP610 PANEL SCHEDULES

EP611 PANEL SCHEDULES

EP612 PANEL SCHEDULES

EP613 PANEL AND FEEDER AND TRANSFORMER SCHEDULES

EP614 MECHANICAL EQUIPMENT FEEDER SCHEDULE

ESS111 FIRST FLOOR SECURITY PLAN - PART A

ESS112 FIRST FLOOR SECURITY PLAN - PART B

ESS113 FIRST FLOOR SECURITY PLAN - PART C

ESS114 FIRST FLOOR SECURITY PLAN - PART D

ESS115 FIRST FLOOR SECURITY PLAN - PART E

ESS121 SECOND FLOOR SECURITY PLAN - PART A

ESS122 SECOND FLOOR SECURITY PLAN - PART B

ESS123 SECOND FLOOR SECURITY PLAN - PART C

ESS124 SECOND FLOOR SECURITY PLAN - PART D

ESS125 SECOND FLOOR SECURITY PLAN - PART E

ESS501 SECURITY DETAILS

ESS502 SECURITY DETAILS

ESS503 SECURITY DETAILS

ESS601 ACCESS CONTROL RISER

ESS602 VIDEO SURVEILANCE RISER

ESS701 SECURITY ELEVATIONS

T-001 COMMUNICATIONS LEGEND AND GENERAL NOTES

T-111 COMMUNICATIONS PLAN - 1ST FLOOR - PART A

T-112 COMMUNICATIONS PLAN - 1ST FLOOR - PART B

T-113 COMMUNICATIONS PLAN - 1ST FLOOR - PART C

T-114 COMMUNICATIONS PLAN - 1ST FLOOR - PART D

T-115 COMMUNICATIONS PLAN - 1ST FLOOR - PART E

T-121 COMMUNICATIONS PLAN - 2ND FLOOR - PART A

T-122 COMMUNICATIONS PLAN - 2ND FLOOR - PART B

T-123 COMMUNICATIONS PLAN - 2ND FLOOR - PART C

T-124 COMMUNICATIONS PLAN - 2ND FLOOR - PART D

T-125 COMMUNICATIONS PLAN - 2ND FLOOR - PART E

T-401 COMMUNICATIONS PLAN - ENLARGED

T-501 COMMUNICATIONS DETAILS

T-502 COMMUNICATIONS DETAILS

T-503 COMMUNICATIONS DETAILS

T-601 COMMUNICATIONS RISER DIAGRAMS

T-602 COMMUNICATIONS RISER DIAGRAMS

T-603 COMMUNICATIONS WALL ELEVATIONS

T-604 COMMUNICATIONS WALL ELEVATIONS

AV114 FIRST FLOOR AUDIO VISUAL PLAN - PART D

AV115 FIRST FLOOR AUDIO VISUAL PLAN - PART E

AV121 SECOND FLOOR AUDIO VISUAL PLAN - PART A

AV122 SECOND FLOOR AUDIO VISUAL PLAN - PART B

AV123 SECOND FLOOR AUDIO VISUAL PLAN - PART C

AV124 SECOND FLOOR AUDIO VISUAL PLAN - PART D

AV125 SECOND FLOOR AUDIO VISUAL PLAN - PART E

AV501 AUDIO VISUAL DETAILS

AV502 AUDIO VISUAL DETAILS

AV601 AUDIO VISUAL RISER DIAGRAM

AV602 AUDIO VISUAL RISER DIAGRAM

AV603 AUDIO VISUAL RISER DIAGRAM

AV604 AUDIO VISUAL RISER DIAGRAM

AV701 AUDIO VISUAL ELEVATIONS

AV702 AUDIO VISUAL ELEVATIONS

AV703 AUDIO VISUAL ELEVATIONS

AV704 AUDIO VISUAL ELEVATIONS

AV710 AUDIO VISUAL ELEVATIONS - RACKS

M-001 HVAC LEGEND

MH111 HVAC PLAN - 1ST FLOOR - PART A

MH112 HVAC PLAN - 1ST FLOOR - PART B

MH113 HVAC PLAN - 1ST FLOOR - PART C

MH114 HVAC PLAN - 1ST FLOOR - PART D

MH115 HVAC PLAN - 1ST FLOOR - PART E

MH121 HVAC PLAN - 2ND FLOOR - PART A

MH122 HVAC PLAN - 2ND FLOOR - PART B

MH123 HVAC PLAN - 2ND FLOOR - PART C

MH124 HVAC PLAN - 2ND FLOOR - PART D

MH125 HVAC PLAN - 2ND FLOOR - PART E

MH301 HVAC SECTIONS

MH302 HVAC SECTIONS

MH303 HVAC SECTIONS

MH401 ENLARGED HVAC PLAN MECH RM G153

MH402 ENLARGED PIPING PLAN MECH RM G153

MH403 ENLARGED HVAC PLAN MECH RM G248

MH404 ENLARGED PIPING PLAN MECH RM G248

MH501 HVAC DETAILS

MH502 HVAC DETAILS

MH503 HVAC DETAILS

MH504 HVAC DETAILS

MH505 HVAC DETAILS

MH601 HVAC SCHEDULES

MH602 HVAC SCHEDULES

MH603 HVAC SCHEDULES

MI001 HVAC CONTROLS LEGEND

MI002 HVAC CONTROLS GENERAL NOTES

MI003 HVAC CONTROLS GENERAL NOTES

MI801 AHU CONTROL SCHEMATIC

MI802 AHU SEQUENCE OF OPERATION

MI803 AHU POINTS SCHEDULE

MI804 DOAS CONTROL SCHEMATIC

MI805 DOAS SEQUENCE OF OPERATION

MI806 DOAS POINTS SCHEDULE

MI807 FAN COIL UNIT CONTROL SCHEMATIC, SEQUENCE, AND POINTS SCHEDULE

MI808 HYDRONIC CONTROL SCHEMATICS

MI809 HYDRONIC SEQUENCE OF OPERATION

MI810 HYDRONIC POINTS SCHEDULES

MI811 MISC CONTROLS SCHEMATICS AND SEQUENCES OF OPERATION

MI812 MISC CONTROLS POINTS

MI813 MISC CONTROL POINTS

MI814 DOMESTIC HOT WATER CONTROL SCHEMATIC, SEQUENCE, AND POINTS SCHEDULE

MP111 HVAC HYDRONIC PIPING PLAN - 1ST FLOOR - PART A

MP112 HVAC HYDRONIC PIPING PLAN - 1ST FLOOR - PART B

MP113 HVAC HYDRONIC PIPING PLAN - 1ST FLOOR - PART C

MP114 HVAC HYDRONIC PIPING PLAN - 1ST FLOOR - PART D

MP115 HVAC HYDRONIC PIPING PLAN - 1ST FLOOR - PART E

MP121 HVAC HYDRONIC PIPING PLAN - 2ND FLOOR - PART A

MP122 HVAC HYDRONIC PIPING PLAN - 2ND FLOOR - PART B

MP123 HVAC HYDRONIC PIPING PLAN - 2ND FLOOR - PART C

MP124 HVAC HYDRONIC PIPING PLAN - 2ND FLOOR - PART D

MP125 HVAC HYDRONIC PIPING PLAN - 2ND FLOOR - PART E

E-001 LEGEND AND NOTES

EG111 LIGHTNING PROTECTION PLAN - WEST

EG112 LIGHTNING PROTECTION PLAN - EAST

EG501 LIGHTNING PROTECTION DETAILS

EG502 LIGHTNING PROTECTION AND GROUNDING DETAILS

EL111 LIGHTING PLAN - 1ST FLOOR - PART A

EL112 LIGHTING PLAN - 1ST FLOOR - PART B

EL113 LIGHTING PLAN - 1ST FLOOR - PART C

EL114 LIGHTING PLAN - 1ST FLOOR - PART D

EL115 LIGHTING PLAN - 1ST FLOOR - PART E

EL121 LIGHTING PLAN - 2ND FLOOR - PART A

EL122 LIGHTING PLAN - 2ND FLOOR - PART B

EL123 LIGHTING PLAN - 2ND FLOOR - PART C

EL124 LIGHTING PLAN - 2ND FLOOR - PART D

EL125 LIGHTING PLAN - 2ND FLOOR - PART E

EL501 LIGHT FIXTURE SCHEDULE AND DETAILS

EL502 LIGHT FIXTURE DETAILS

EL503 LIGHT FIXTURE DETAILS

EL601 LIGHTING CONTROL STRATEGIES

EL602 LIGHTING CONTROL DETAILS

EL603 LIGHTING CONTROL DETAILS

EP111 RECEPTACLE PLAN - 1ST FLOOR - PART A

EP112 RECEPTACLE PLAN - 1ST FLOOR - PART B

EP113 RECEPTACLE PLAN - 1ST FLOOR - PART C

EP114 RECEPTACLE PLAN - 1ST FLOOR - PART D

EP115 RECEPTACLE PLAN - 1ST FLOOR - PART E

EP121 RECEPTACLE PLAN - 2ND FLOOR - PART A

EP122 RECEPTACLE PLAN - 2ND FLOOR - PART B

EP123 RECEPTACLE PLAN - 2ND FLOOR - PART C

SHEET LOGICMATERIALS

EARTH

DRAWING ABBREVIATIONS GENERAL NOTES

C (cont) ---------------------

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE, CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

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

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

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

E LABEL CLASS E DOOR

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, EXPANSION

EXT EXTERIOR, EXTINGUISHER

EXT GR EXTERIOR GRADE

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

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

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

FRG FIBER REINFORCED

GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

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

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GEJ GUTTER EXPANSION JOINT

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-

REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GWB GYPSUM WALL BOARD

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

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

HB HOSE BIBB

HC HANDICAPPED

HDPE HIGH DENSITY

POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HYDR HYDRAULIC

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

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

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

JAN JANITOR

JT JOINT

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

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

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

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LG LIGHT GAUGE

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

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

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTD MOUNTED

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 REDUCTION

COEFFICIENT

NTS NOT TO SCALE

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

PREFIN PREFINISHED

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

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

R (cont) --------------------

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 SHEET METAL

FLASH (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS STAINLESS STEEL

SSMR STANDING SEAM METAL ROOF

ST STAIRS

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

STRUC STRUCTURAL

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SIDEWALK

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

T TREAD

T/S TUB/SHOWER

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

TH THICK

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

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TYP TYPICAL

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

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER

LABORATORIES

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER

SYSTEM

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

VAV VARIABLE AIR VOLUME/UNIT

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VTR VENT THRU ROOF

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

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

W/O WITHOUT

WWF WELDED WIRE FABRIC

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

XFMR TRANSFORMER

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

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL

SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH

DISABILITIES ACT

ADJ ADJACENT

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

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED

CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AWT ACOUSTICAL WALL

TREATMENT

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

B LABEL CLASS B DOOR

BALC BALCONY

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

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

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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

C LABEL CLASS C DOOR

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

CFCI CONTRACTOR

FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

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

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

0 GRID/COLUMN

LINE

DESIGNATOR

INTERIOR ELEVATION

SECTION

ROOM

NAME/NUMBER

REVISION

TAG

PLAN, BLOW-UP DETAIL

PLAN NORTH

NORTH ARROW

w/ TRUE NORTH

INDICATION

SPOT ELEVATION

Name Elevation

REFERENCE LEVEL

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

A-101

SIM

A-101

Ref

R ef

R ef

Ref

A101

Ref

R ef

Ref

R ef

EXTERIOR ELEVATION

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

A-101

SYMBOLS

INTERIOR ELEVATION SYMBOL

EXTERIOR ELEVATION SYMBOL

SECTION SYMBOL

CALLOUT SYMBOL

ELEVATION SYMBOL

LEVEL SYMBOL

GENERAL SYMBOLS

Room name

Room name

150 SF

ROOM

NAME/NUMBE

R W/ AREA

CENTERLINE

INDICATOR

1/2 1 21

SCALE: 1"=1'-0"

SCALE BAR

1 View Name 1/8" = 1'-0"R101

MATCHLINE INDICATOR

VIEW TITLE BAR

1 / A-101

1 / A-102

REFERENCE SHEETS

SAND

CONCRETE/ PRECAST

CONCRETE

STONE

BRICK

CMU

PLYWOOD

RIGID INSULATION

FIBERGLASS BATT

INSULATION

GYPSUM BOARD,

PLASTER

EIFS

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS

ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

AE201

DISCIPLINE*:

G - GENERAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

DISCIPLINE

DESIGNATOR

SHEET TYPE

DESIGNATOR

SHEET SEQUENCE

NUMBER (FLOOR*

FOR PLAN VIEWS)

SHEET SEQUENCE

NUMBER (KEY PLAN*

FOR PLAN VIEWS)

F- FIRE PROTECTION

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

T- TELECOMMUNICATIONS

*ADDITIONAL DISCIPLINES MAY BE USED IN

THIS DRAWING SET.

DRAWING NAMING CONVENTION

SHEET ID

KEY PLAN

PART A PART B PART C PART D

PART E

FLOORS:

0- UNDERSLAB

1- FIRST FLOOR

2- SECOND FLOOR

3-9- ADD'L PLANS AND/OR LEVELS AS NEEDED*

*SOME DISCIPLINES CONTAIN MULTIPLE PLAN

TYPES (e.g. PL111-115/PL121-125 IS DOMESTIC

PLUMBING AND PL131-135/PL141-145 IS

SANITARY PLUMBING)

KEY PLAN:

0- OVERALL (IF APPLICABLE)

1- PART A

2- PART B

3- PART C

4- PART D

5- PART E

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

S I

D

E

F

G

2 3 4 5 6 7 8 9 10

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GENERAL NOTES:

G-1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS. COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, HANGERS, AND ANCHORS.

G-2. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO CONTRACTING

OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.

G-3. DETAILS TITLED 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. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE

DETAIL IS SPECIFICALLY INDICATED OR REFERENCED.

G-4. PROVIDE TEMPORARY BRACING AND SHORING OF THE STRUCTURE AND COMPONENTS UNTIL ALL COMPONENTS ARE ERECTED AND ALL CONNECTIONS ARE FULLY MADE, AS NECESSARY, TO ENSURE

STABILITY DURING CONSTRUCTION. BRACE ALL WALLS DURING CONSTRUCTION AGAINST WIND

AND/OR CONSTRUCTION LOADS.

G-5. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [±X'-X"] REFERENCED TO THE FINISHED FIRST FLOOR ELEVATION DATUM [0'-0"]. SEE CIVIL DRAWINGS FOR ACTUAL DATUM

ELEVATION.

G-6. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY

CIRCUMSTANCE.

FOUNDATION AND SLAB NOTES:

F-1. FOUNDATIONS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH THE

RECOMMENDATIONS IN THE GEOTECHNICAL REPORT PREPARED BY THE SAVANNAH DISTRICT TITLED "SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, BATTALION OPERATIONS

FACILITY, FY 16, LI 80773,FT BRAGG, NC", DATED JANUARY 2016.

F-2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON SOIL CAPABLE OF SUPPORTING AN ALLOWABLE BEARING PRESSURE OF 2000 PSF AS STATED IN THE GEOTECHNICAL REPORT REFERENCED ABOVE.

F-3. THE CONTRACTOR SHALL HIRE AN INDEPENDENT TESTING LABORATORY AND GEOTECHNICAL ENGINEER, REGISTERED AND LICENSED IN THE STATE WHERETHE WORK WILL BE ACCOMPLISHED, TO VERIFY THAT ALL OF THE REQUIREMENTS CONTAINED IN SPECIFICATION 31 00 00, EARTHWORK, HAVE BEEN FOLLOWED AND ACCOMPLISHED.

F-4. ALL EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE CONTINUALLY AND

EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND DEWATERING AS

REQUIRED TO ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH THE SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND BACKFILLED. REMOVAL

OF SURFACE WATER, GROUNDWATER, AND ANY PERCHED WATER CONDITIONS WHICH MIGHT BE

ENCOUNTERED DURING EXCAVATIONS, SHALL BE ACCOMPLISHED BY APPROVED MEANS. REFER TO SPECIFICATION SECTION 31 00 00, EARTHWORK, AND TO SHEET B-301 FOR ADDITIONAL EXCAVATION

REQUIREMENTS.

F-5. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADES.

F-6. ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES, AND THICKNESSES INDICATED ON THE FOUNDATION PLAN, SECTIONS, AND FOOTING SCHEDULES. EXCAVATION WIDTHS

SHALL BE A MINIMUM OF 4" GREATER THAN DIMENSIONS INDICATED.

F-7. DO NOT INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED WITH

ADJACENT UNDERGROUND UTILITIES.

F-8. FOOTINGS SHALL BE LOWERED AS REQUIRED TO PASS UNDER UTILITY LINES. STEP CONTINUOUS FOOTINGS DOWN AS SHOWN IN THE "TYPICAL STEPPEDFOOTING DETAIL" ON SHEET SB502. IN LIEU

OF STEPPED FOOTINGS, PIPE SLEEVES THROUGH FOOTINGS MAY BE PROVIDED AS NECESSARY

ACCORDING TO TYPICAL DETAILS.

F-9. PLACE 10 MIL VAPOR RETARDER AND 4" CAPILLARY WATER BARRIER UNDER ALL INTERIOR SLABS-

ON-GRADE (TYPICAL).

CONCRETE CONSTRUCTION NOTES:

C-1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE "BUILDING CODE REQUIREMENTS FOR REINFORCEDCONCRETE" (ACI 318-11) AND THE SPECIFICATIONS FOR

STRUCTURAL CONCRETE (ACI 301-11) OF THE AMERICAN CONCRETE INSTITUTE (ACI).

C-2. ALL CAST-IN-PLACE CONCRETE SHALL ATTAIN MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c)

OF 4000 PSI.

C-3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT WITH A DENSITY OF 140 PCF TO 150 PCF UNLESS

NOTED OTHERWISE ON PLANS. CONCRETE NOTED TO BE LIGHTWEIGHT SHALL HAVE DENSITY OF

105 PCF TO 115 PCF.

C-4. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60 AND SHALL HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI 315. SHOP

FABRICATE REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR HOOKED.

C-5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. PROVIDE SHEET-TYPE WELDED

WIRE FABRIC. SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING PLUS 2".

C-6. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE INDICATED.

CONTINUOUS REINFORCING STEEL SHALL BE SPLICED AS SHOWN INSCHEDULE ON S-601 UNO ON PLANS. REINFORCING STEEL SHALL BE PLACED SO THAT SPACING IS GREATER THAN OR EQUAL TO 2X

BAR DIAMETER.

C-7. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS INDICATED. IN NO CASE SHALL

REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF ACI 301.

A. CONCRETE DEPOSITED AGAINST THE GROUND 3"

B. CONCRETE EXPOSED TO EARTH OR WEATHER 2"

C. SLABS AND WALLS 1"

C-8. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90° HOOK A MINIMUM OF 12 BAR DIAMETERS IN LENGTH, UNLESS OTHERWISE NOTED. STIRRUPS, TIES, AND 180° HOOKS SHALL

CONFORM TO THE REQUIREMENTS OF ACI 318.

C-9. PROVIDE 1/2" THICK PRE-MOLDED JOINT FILLER MATERIAL WHERE SLABS ON GRADE ABUT VERTICAL

SURFACES.

C-10. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED AND MAINTAINED

SECURELY IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

C-11. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, ANCHORS, RECESSES AND OTHER EMBEDDED

ITEMS UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL NOT BE CUT TO FACILITATE

PLACEMENT OF EMBEDDED ITEMS, UNLESS INDICATED.

C-12. NO CONCRETE SHALL BE PLACED UNTIL THE OWNER OR THE CONTRACTING OFFICER'S DESIGNATED

REPRESENTATIVE HAS INSPECTED ALL EMBEDDED WORK, INCLUDING REINFORCEMENT.

C-13. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED.

C-14. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS EFFECTIVELY

COATED OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION AND ELECTROLYTIC ACTION

BETWEEN ALUMINUM AND STEEL.

C-15. CONCRETE SLAB ON GRADE JOINTS INDICATED ARE DIAGRAMMATIC AND DO NOT REPRESENT ALL OF THE JOINTS REQUIRED FOR SLAB-ON-GRADE CONSTRUCTION. SLAB PANELS BETWEEN JOINTS SHALL BE SQUARE OR NEARLY SO AND SHALL NOT EXCEED AN ASPECT RATIO WITH PANEL LENGTH GREATER

THAN 1.5 TIMES THE PANEL WIDTH.

C-16. CONTRACTOR SHALL PROVIDE JOINTS AT ALL RE-ENTRANT CORNERS INCLUDING, BUT NOT LIMITED

TO, COLUMNS AND SLAB RECESSES.

C-17. IN ADDITION, CONTRACTOR SHALL COORDINATE SLAB ON GRADE JOINT REQUIREMENTS WITH SLAB-

ON-GRADE CONSTRUCTION SEQUENCING. CONTRACTOR SHALL SHOW JOINT LAYOUT ON

REINFORCING SHOP DRAWING SUBMITTAL FOR APPROVAL.

STEEL CONSTRUCTION NOTES:

S-1. FABRICATION AND ERECTION OF STRUCTURAL STEEL AND DESIGN OF CONNECTIONS SHALL BE IN ACCORDANCE WITH AISC 360-10, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" DATED JUNE 22, 2010 AND AISC 303-10, "CODE OF STANDARD PRACTICE FOR BUILDING AND BRIDGES" DATED

APRIL 14, 2010. THE STRUCTURAL STEEL MEMBERS SHOWN IN THESE DRAWINGS HAVE BEEN

ANALYZED AND DESIGNED USING AISC 360-10, LRFD METHOD.

S-2. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE ABOVE-LISTED

AISC SPECIFICATION AND THE FOLLOWING:

A. WIDE FLANGE SHAPES (50 KSI) ASTM A992, GRADE B

B. HSS HOLLOW SHAPES (46 KSI) ASTM A500, GRADE B

B. PLATES AND ANGLES ASTM A36

C. HIGH STRENGTH BOLTS ASTM A325

D. ANCHOR RODS W/ NUT AND WASHER ASTM F1554, GRADE 36

S-3. IT IS THE INTENTION OF THESE DESIGN DOCUMENTS TO DELEGATE THE DESIGN OF ALL STRUCTURAL STEEL CONNECTIONS TO A QUALIFIED REGISTERED ENGINEER. SIGNED AND SEALED CALCULATIONS

FOR CONNECTION DESIGNS SHALL BE SUBMITTED FOR SIMULTANEOUSLY WITH FABRICATION

DRAWINGS FOR REVIEW. UNLESS NOTED OTHERWISE ON PLANS, ALL SHEAR CONNECTIONS FOR

SIMPLY SUPPORTED BEAMS SHALL BE DESIGNED TO DEVELOP THE REACTION OF THE MAXIMUM

ALLOWABLE UNIFORM LOAD CAPACITY FOR THE BEAM SIZE AND SPAN SHOWN, ASSUMING FULL

LATERAL SUPPORT, AS TABULATED IN THE ALLOWABLE UNIFORM LOAD TABLES OF THE AISC MANUAL, 14TH EDITION.

S-4. "STEEL ORDINARY MOMENT FRAMES" ARE USED IN THE LATERAL FORCE RESISTING SYSTEM. THE

MOMENT CONNECTIONS FOR THE FRAMING MEMBERS SHALL BE DESIGNED BY THE FABRICATOR

BASED ON THE MOMENTS AND LOADS SHOWN ON THE DRAWINGS. THE CONNECTION DETAILS FOR

THE MOMENT FRAMES ARE FOR ILLUSTRATION ONLY. THE FABRICATOR MAY MODIFY THE

CONNECTIONS AS NEEDED CONTINGENT THAT THEY MEET THE CRITERIA SET IN THE CURRENT AISC

CODE FOR SEISMIC CONNECTIONS.

S-5. ALL SHEAR CONNECTIONS BETWEEN WIDE FLANGE BEAMS AND HSS HOLLOW COLUMNS SHALL UTILIZE WT SECTIONS OFFSET SUCH THAT THE CENTERLINE OF THE BEAM AND CENTERLINE OF THE

COLUMN ALIGN.

S-6. ALL SHOP AND FIELD WELDING SHALL BE BY CERTIFIED WELDERS AND SHALL CONFORM TO AWS

STANDARDS. USE E70XX ELECTRODES UNLESS OTHERWISE NOTED. MINIMUM WELD SIZE FOR

STRUCTURAL STEEL IS 3/16 IN FILLET, UNLESS OTHERWISE NOTED. CURRENT AWS CERTIFICATIONS

SHALL BE AVAILABLE AT THE JOB SITE FOR REVIEW BY THE OWNERS' REPRESENTATIVE.

S-7. ALL BOLTED CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL USE 3/4" DIAMETER HIGH STRENGTH

BOLTS WITH HARDENED CARBON STEEL WASHERS AS REQUIRED FOR THE CONNECTION LOADS.

BEAM CONNECTIONS SHALL CONSIST OF ALL-BOLTED DOUBLE-ANGLE CONNECTIONS UNLESS NOTED

OTHERWISE.

S-8. FIELD CUTTING OF STRUCTURAL STEEL MEMBERS BY ANY TRADE IS NOT PERMITTED. BOLT HOLES

SHALL NOT BE CUT OR ENLARGED BY FLAME CUTTING IN THE FIELD.

S-9. ALL FIELD-BOLTED SHEAR CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE.

S-10. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL DRAWINGS AND DESIGN CALCULATIONS FOR ANY

ALTERNATE DETAILS AND MEMBER SPLICES.

S-11. SHOP OR FIELD SPLICES OF STRUCTURAL STEEL MEMBERS ARE PROHIBITED EXCEPT AS DETAILED ON THE DRAWINGS, PERMITTED IN THE SPECIFICATIONS, AS INDICATED ON APPROVED SUBMITTALS, AND

AS SPECIFICALLY APPROVED ON SHOP DRAWINGS PRIOR TO FABRICATION.

S-12. PAINT ALL STEEL BELOW GRADE WITH BITUMINOUS COATING.

S-13. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 FOR MEMBERS AND ASTM A153 FOR CONNECTION ELEMENTS, EXCEPT THAT ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE BLAST CLEANED AND COATED IN ACCORDANCE WITH THE

STRUCTURAL STEEL AND PAINT SPECIFICATIONS. COORDINATE ALL STEEL FINISHES WITH

ARCHITECTURAL DRAWINGS AND SPECIFICATIONS

S-14. REFER TO SPECIFICATION 05 12 00 FOR ADDITIONAL INFORMATION.

LIGHT GAUGE STEEL NOTES:

LG-1. ROOF LAYOUT AND COMPONENTS SHOWN ON THE DRAWINGS ARE FOR GENERAL CONFIGURATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS, ELEVATIONS, CONNECTION DETAILS, QUANTITIES, ETC. NECESSARY FOR THE COMPLETE DESIGN, FABRICATION, AND ERECTION

OF THE METAL FRAMING SYSTEM. THE CONTRACTOR SHALL COORDINATE THE DESIGN WITH THE

ARCHITECTURAL PLANS, ELEVATIONS, AND DETAILS. TRUSS DESIGN SHALL BE COORDINATED WITH

THE MECHANICAL CONTRACTOR AND WEB MEMBERS SHALL BE COORDINATED TO ACCOMODATE

EQUIPMENT, DUCTS, AND PIPES, AS REQUIRED. COORDINATE MEP LAYOUTS WITH EQUIPMENT

SUPPLIERS.

LG-2. LIGHT GAUGE FRAMING MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL

MEMBERS.

LG-3. ALL CALCULATIONS AND DRAWINGS USED IN THIS DESIGN MUST BE SIGNED AND STAMPED BY A PROFESSIONAL ENGINEER AND SUBMITTED FOR APPROVAL. IN ADDITION TO THE CALCULATIONS, THE SUBMITTAL SHALL INCLUDE DETAILS OF THE CONNECTIONS, ERECTION PLAN, LAYOUT, OUTRIGGERS, HEADERS, BRIDGING, AND BOTH TEMPORARY AND PERMANENT BRACING.

LG-4. THE CONTRACTOR SHALL SUBMIT COMPLETE PRODUCT CATALOGS FROM THE MATERIAL

MANUFACTURER FOR REVIEW PRIOR TO FABRICATION. THE CATALOGS SHALL INDICATE

QUALIFICATION, MATERIAL SPECIFICATIONS, DESIGN REFERENCES, ETC.

LG-5. ALL COLD-FORMED STEEL MEMBERS, THEIR COMPONENTS, AND CONNECTION MATERIAL SHALL BE

GALVANIZED. PREPARE AND REPAIR DAMAGED GALVANIZED COATINGS ON FABRICATED AND

INSTALLED LIGHT GAUGE METAL FRAMING WITH GALVANIZING REPAIR PAINT ACCORDING TO ASTM

A780 AND/OR THE MANUFACTURER'S RECOMMENDATIONS.

LG-6. COLD-FORMED STEEL MEMBERS SHALL BE Fy=33KSI FOR MEMBERS 43 MILS (18 GA) AND Fy=50KSI FOR MEMBERS 54 MILS (16 GA) AND HEAVIER. USE MIN 6" WIDE STUDS AT TRUSSES AND EXTERIOR WALLS

UNO.

LG-7. ALL WELDING OF LIGHT GAUGE STEEL SHALL COMPLY WITH AWS D1.1 AND AWS D1.3 FOR WELDING

BASE MATERIAL LESS THAN 1/8" THICK.

LG-8. FALL PROTECTION ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. FALL

PROTECTION ANCHORS SHALL BE LOCATED PER THE MANUFACTURER'S RECOMMENDATIONS.

LOCATION OF FALL PROTECTION ANCHORS ON THE PLAN SHEETS ARE ILLUSTRATIVE ONLY. FALL

PROTECTION ANCHOR DESIGN LOAD IS 5000 LB (WORKING).

LG-9. TRUSS DEFLECTION LIMITS SHALL BE IN ACCORDANCE WITH IBC 2012; EXCEPT THAT MAXIMUM

DEFLECTION SHALL BE 1" FOR TRUSSES SUPPORTING OPERABLE PARTITION WALL.

LG-10. BRIDGING AND BRACING OF TRUSS COMPRESSION MEMBERS SHALL BE INSTALLED IN ACCORDANCE

WITH THE TRUSS MANUFACTURERS DESIGN AND DIRECTIONS. TRUSSES SHALL BE BRACED

SECURELY BOTH DURING ERECTION AND AFTER PERMANENT INSTALLATION BY THE CONTRACTOR.

ERECTION BRACING SHALL HOLD TRUSSES STRAIGHT AND PLUMB UNTIL DECKING AND PERMANENT TRUSS BRACING HAVE BEEN INSTALLED. ALL BRACING SHALL BE INSTALLED PRIOR TO THE LOADING OF THE TRUSSES. THE BOTTOM CHORD SHALL NOT BE ASSUMED TO BE LATERALLY SUPPORTED BY

THE CEILING CONSTRUCTION.

STEEL DECK NOTES:

SD-1. ROOF DECK SHALL BE GALVANIZED STEEL CONFORMING TO ASTM A653 WITH A MINIMUM YIELD

STRENGTH OF 33 KSI. STEEL ROOF DECK SHALL BE AS SHOWN ON DRAWINGS. FASTENERS FOR

ROOF DECK SHALL UTILIZE A MINIMUM OF #12 SELF TAPPING SCREWS AT A 36/7 PATTERN TO

SUPPORT STRUCTURE AND A MINIMUM OF (10) #10 SELF TAPPING SCREWS AT SIDE LAP

CONNECTIONS.

SD-2. COMPOSITE FLOOR DECK FOR SHALL BE GALVANIZED STEEL CONFORMING TO ASTM 653 WITH A MINIMUM YIELD STRENGTH OF 33 KSI. COMPOSITE STEEL FLOOR DECK SHALL BE AS SHOWN ON DRAWINGS. COMPOSITE FLOOR DECK SHALL BE FASTENED TO THE SUPPORTING STRUCTURE WITH 5/8" DIAMETER PUDDLE WELDS AT A 36/4 PATTERN AND WELDED SIDELAPS AT A MINIMUM OF 6 LOCATIONS. FASTEN DISCONTINUOUS SIDE OF FORM DECK TO SUPPORTING STRUCTURE WITH 5/8"

DIAMETER PUDDLE WELDS UNLESS OTHERWISE NOTED.

SD-3. PROVIDE ALL RIDGE PLATES, VALLEY PLATES, CLOSURE PLATES, POUR STOPS, AND ALL OTHER

ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION IN ACCORDANCE WITH THE DECK

MANUFACTURER'S RECOMMENDATIONS.

SD-4. CONTRACTOR SHALL COORDINATE OPENINGS IN STEEL DECK WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS PRIOR TO DECK PLACEMENT.

SD-5. HANGING LOADS DIRECTLY FROM ROOF DECK IS PROHIBITED.

SD-6. STEEL DECK SHALL SPAN CONTINUOUSLY OVER A MINIMUM OF 4 SUPPORTS (3 SPANS) UNO.

SHEAR STUD CONNECTOR NOTES:

SS-1. SHEAR STUD CONNECTORS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AWS D1.1

"STRUCTURAL WELDING CODE", SECTION 7 - STUD WELDING.

SS-2. ATTACHMENT OF STUDS SHALL BE SUFFICIENT TO DEVELOP THE FULL CAPACITY OF EACH INDIVIDUAL

STUD.

SS-3. STUDS SHALL BE TYPE 'B', HEADED STUDS HAVING A MINIMUM TENSILE STRENGTH OF 65,000 PSI AND

SHALL BE OF LENGTH AND DIAMETER SHOWN ON STRUCTURAL DRAWINGS.

SS-4. FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL WHICH INDICATES THE

SIZE, LENGTH, AND LOCATION OF SHEAR CONNECTOR STUDS.

STEEL JOIST NOTES:

SJ-1. DESIGN, FABRICATION AND ERECTION OF JOISTS, JOIST EXTENSIONS AND JOIST SUBSTITUTES SHALL

BE IN ACCORDANCE WITH SJI SPECIFICATIONS.

SJ-2. JOISTS, JOIST EXTENSIONS AND JOIST SUBSTITUTES SHALL BE DESIGNED TO THE SIZE, SPACING AND SLOPES INDICATED ON THE STRUCTURAL DRAWINGS. JOIST SIZES SHOWN ON PLANS ARE MINIMUM SIZES BASED ON SJI STANDARD UNIFORM GRAVITY LOAD TABLES. THE JOIST MANUFACTURER MAY INCREASE THE SIZE OF THE JOISTS, WITHIN THE SAME DEPTH CLASS, AS REQUIRED TO ACCOUNT FOR

UPLIFT LOADS OR OTHER NON-STANDARD LOADS.

SJ-3. ALL JOISTS, JOIST EXTENSIONS AND JOIST SUBSTITUTES SHALL BE DESIGNED BY THE STEEL JOIST

MANUFACTURER FOR THE DESIGN LOADS NOTED ON THE DRAWINGS INCLUDING:

1. ROOF DEAD LOAD OF 15 PSF

2. CONCENTRATED DEAD LOAD OF 500 LB PLACED AT TOP CHORD OF ANY PANEL POINT

ALONG THE LENGTH OF THE JOIST.

3. ROOF LIVE LOAD OF 20 PSF WITH LIVE LOAD DEFLECTION LESS THAN L/360

4. NET UPLIFT PRESSURES, GROSS UPLIFT PRESSURES INDICATED ON S-002.

5. POSITIVE WIND PRESSURES INDICATED ON S-002.

6. MECHANICAL AND ELECTRICAL EQUIPMENT, COORDINATE WITH MECHANICAL AND

ELECTRICAL DRAWINGS.

SJ-4. WHERE ROOF JOISTS ARE USED TO BRACE STEEL ROOF BEAMS (AS SHOWN IN DETAILS), DESIGN

JOISTS TO RESIST A 500 LB AXIAL BRACE LOAD AT EACH BRACE. THIS LOAD SHALL ACT

CONCURRENTLY WITH ALL WIND LOAD CASES AND COMBINATIONS.

SJ-5. WHERE JOIST SPANS EXCEED 30'-0", THE 3 JOISTS CLOSEST TO THE PERIMETER OF THE BUILDING

SHALL BE DESIGNED TO LIMIT LIVE LOAD DEFLECTION TO 1".

SJ-6. HANGERS FOR SUPPORT OF EQUIPMENT OR MEMBER SUPPORTING SUCH HANGERS, SHALL BE LOCATED AT PANEL POINTS OF JOISTS, AND SHALL BE HUNG FROM THE TOP CHORD OF JOISTS.

SJ-7. JOIST DESIGN SHALL INCLUDE ALL REQUIRED JOIST BRIDGING. BRIDGING SHALL BE SIZED, SPACED, AND INSTALLED IN ACCORDANCE WITH SJI SPECIFICATIONS.

SJ-8. JOISTS SHALL BE CONNECTED TO THE SUPPORTING STEEL IN ACCORDANCE WITH SJI

SPECIFICATIONS AND PROJECT CRITERIA NOTED ON DRAWINGS.

SJ-9. PROVIDE TOP AND BOTTOM CHORD EXTENSIONS WHERE NOTED ON DRAWINGS.

SJ-10. CALCULATIONS AND DRAWINGS PREPARED AND SIGNED BY A REGISTERED ENGINEER SHALL BE

SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO FABRICATION OF JOISTS.

STRUCTURAL ABBREVIATIONS

SYMBOL DESCRIPTION

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BOM BOTTOM OF MASONRY

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONN CONNECTION

CONC CONCRETE

CONT. CONTINUOUS

CONSTR CONSTRUCTION

DCJ DOWELED CONSTRUCTION JOINT

DEG DEGREE

DIA DIAMETER

DN DOWN

DWG(S) DRAWING(S)

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EOS EDGE OF SLAB

EQ EQUAL

ERV ENERGY RECOVERY VENTILATOR

E.W. EACH WAY

FF FINISHED FLOOR

FTG FOOTING

GA GAGE

GALV GALVANIZED

GFGI GOVT

HORIZ HORIZONTAL

KIP (k) 1000 POUNDS

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

NTS NOT TO SCALE

O.C. ON CENTER

OPP OPPOSITE

PEMB PRE-ENGINEERED METAL BUILDING

PJF PREMOLDED JOINT FILLER

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF REINFORCEMENT

REQD REQUIRED

SCHED SCHEDULE

SJ SAWED CONTRACTION JOINT

SJI STEEL JOIST INSTITUTE

SIM SIMILAR

SL SLOPE(D)

SOG SLAB ON GRADE

STD STANDARD

T&B TOP AND BOTTOM

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF SLAB

TS THICKENED SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VEF VEHICLE EXHAUST FAN

VERT VERTICAL

WP WORKING POINT

WWF WELDED WIRE FABRIC

SUPPORT FASTENERS

LAP FASTENERS

METAL DECK

METAL DECK

GAUGE

MOMENT OF INERTIA OF

STEEL SECTION, Ip (IN4)

SECTION MODULUS OF

STEEL SECTION

POSITIVE BENDING, Sp (IN3)

(ROOF DECK) - 1.5B18 (FLOOR DECK) - 1.5VL20

MINIMUM PROPERTIES OF METAL DECK

MOMENT OF INERTIA OF

STEEL SECTION, In (IN4)

SECTION MODULUS OF

STEEL SECTION

POSITIVE BENDING, Sn (IN3)

0.289

0.318

0.295

0.327

0.186

0.224

0.222

0.231

SHEET ID

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INDEX OF DRAWINGS - STRUCTURAL

SHEET NUMBER SHEET NAME

S-001 GENERAL STRUCTURAL NOTES

S-002 DESIGN DATA

SB101 FOUNDATION PLAN - COMPOSITE

SB102 FOUNDATION PLAN - PART A

SB103 FOUNDATION PLAN - PART B

SB104 FOUNDATION PLAN - PART C

SB105 FOUNDATION PLAN - PART D

SB106 FOUNDATION PLAN - PART E

SB501 FOUNDATION DETAILS

SB502 FOUNDATION DETAILS

SB503 FOUNDATION DETAILS

SB601 FOUNDATION SCHEDULES

SB602 FOUNDATION SCHEDULES

SF101 SECOND FLOOR FRAMING PLAN - COMPOSITE

SF102 SECOND FLOOR FRAMING PLAN - PART A

SF103 SECOND FLOOR FRAMING PLAN - PART B

SF104 SECOND FLOOR FRAMING PLAN - PART C

SF105 SECOND FLOOR FRAMING PLAN - PART D

SF106 SECOND FLOOR FRAMING PLAN - PART E

SF107 ROOF FRAMING PLAN - COMPOSITE

SF108 ROOF FRAMING PLAN - PART A

SF109 ROOF FRAMING PLAN - PART B

SF110 ROOF FRAMING PLAN - PART C

SF111 ROOF FRAMING PLAN - PART D

SF112 ROOF FRAMING PLAN - PART E

SF201 FRAME ELEVATIONS

SF202 FRAME ELEVATIONS

SF203 FRAME ELEVATIONS

SF204 FRAME ELEVATIONS

SF205 FRAME ELEVATIONS

SF206 FRAME ELEVATIONS

SF301 BUILDING SECTIONS

SF302 BUILDING SECTIONS

SF501 FRAMING SECTIONS

SF502 FRAMING DETAILS

SF503 FRAMING DETAILS

SF504 FRAMING DETAILS

SF505 FRAMING DETAILS

SF506 FRAMING DETAILS

SF507 FRAMING DETAILS

SF508 TRUSS PROFILES

SF509 TRUSS PROFILES

SF601 SCHEDULES

DESIGN CODE NOTES:

D-1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND

SPECIFICATIONS:

A. IBC 2012, INTERNATIONAL BUILDING CODE

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

C. ACI 318-11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

D. ACI 530-11, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

E. AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

F. AISI S100-07/S2-10, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD

FORMED STEEL STRUCTURAL MEMBERS, WITH SUPPLEMENT 2, DATED 2010.

G. SDI, STEEL DECK INSTITUTE: DESIGN MANUAL FOR COMPOSITE DECK,

FORM DECK, & ROOF DECK

H. UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, (1 JULY 2013)

I. UFC 3-301-01, STRUCTURAL ENGINEERING, (15 MAY 2014)

J. UFC 3-310-04, SEISMIC DESIGN OF BUILDINGS, (1 JUNE 2013)

K. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, (9

JANUARY 2015)

DESIGN LOAD CRITERIA:

D-2. FIRST FLOOR LIVE LOADS:

FIRST FLOOR SLAB ON GRADE U.N.O. 150 PSF

MECHANICAL/ELECTRICAL ROOMS 150 PSF

STORAGE ROOMS 125 PSF

CORRIDOR, STAIRS 100 PSF

D-3. SECOND FLOOR LIVE LOADS:

PARTITION LIVE LOAD 15 PSF

ELEVATED SLABS U.N.O. 80 PSF

LOBBY 100 PSF

CLASSROOMS 100 PSF

MECHANICAL ROOM 150 PSF

STORAGE ROOMS 125 PSF

CENTRAL FILES 250 PSF

D-4. ROOF LIVE LOAD: 20 PSF

D-5. SNOW LOADS:

RISK CATEGORY II

SNOW IMPORTANCE FACTOR, Is 1.0 MINIMUM GROUND SNOW LOAD, Pg 10 PSF SNOW EXPOSURE FACTOR, Ce 0.9 SNOW THERMAL FACTOR, Ct 1.0 ROOF SLOPE FACTOR, Cs 1.0 FLAT ROOF SNOW LOAD, Pf 10 PSF SLOPED ROOF SNOW LOAD, Ps 10 PSF

RAIN ON SNOW LOAD 5 PSF

D-6. WIND LOADS:

RISK CATEGORY II

WIND IMPORTANCE FACTOR, Iw 1.0

BASIC WIND SPEED, V 119 MPH

WIND EXPOSURE CATEGORY C

GUST EFFECT FACTOR, G 0.85

INTERNAL PRESSURE COEFFICIENTS, GCpi +/- 0.18

D-7. SEISMIC LOADS:

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR, Ie 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.21

MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.10

SITE CLASS D

DESIGN SPECTRAL RESPONSE ACCELERATION, Sds 0.224 DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 0.160

SEISMIC DESIGN CATEGORY C

SEISMIC-FORCE RESISTING SYSTEM STEEL ORDINARY CONCENTRICALLY BRACED FRAMES,

STEEL ORDINARY MOMENT FRAMES

SEISMIC ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

D-8. ANTI-TERRORISM/FORCE PROTECTION CRITERIA:

NEW BUILDING LOCATION PARKING AND ROADWAYS WITHIN

A CONTROLLED PERIMETER

BUILDING CATEGORY PRIMARY GATHERING BUILDING

DESIGN LEVEL OF THREAT LOW

DESIGN LEVEL OF PROTECTION (LOP) LOW (VLOP)

CONVENTIONAL CONSTR STANDOFF DISTANCE 82 FT

APPLICABLE EXPLOSIVE WEIGHT CLASS II

STEEL DOORS AND FRAMES SPEC 08 11 13

ALUMINUM DOORS AND FRAMES SPEC 08 11 16

ALUMINUM WINDOWS SPEC 08 51 13

GLAZING SPEC 08 81 00

PROGRESSIVE COLLAPSE CRITERIA APPLIES NO (<3 STORIES)

+22 / -35

ZONE

ROOF

BATTALION OPERATIONS FACILITY

COMPONENT AND CLADDING WIND PRESSURES (PSF)

10 SF

EFFECTIVE

WIND

AREA 1

WALLOVERHANG

1. GROSS WIND PRESSURES SHOWN ABOVE CORRESPOND TO WIND PRESSURE DIAGRAMS SHOWN

BELOW.

2. EDGE ZONES 'a' = 12'-0" 2-STORY 5-12 ; 'a' = 6'-0" 1-STORY 1/2-12

3. WIND PRESSURES SHOWN SHALL BE USED IN CONJUNCTION WITH LOAD COMBINATIONS

SPECIFIED IN SECTIONS 2.3 AND 2.4 OF ASCE 7-10.

4. NEGATIVE WIND PRESSURES REPRESENT GOVERNING WIND PRESSURES ACTING AWAY FROM

THE COMPONENT AND CLADDING SURFACES.

5. PARAPET WIND PRESSURES INDICATED ARE THE COMBINATION OF THE POSITIVE WALL

PRESSURE PLUS THE ADJACENT NEGATIVE ROOF PRESSURE.

20 SF

50 SF

100 SF

+20 / -34

+17 / -32

+15 / -31

+22 / -60

+20 / -55

+17 / -49

+15 / -44

+22 / -89

+20 / -83

+17 / -76

+15 / -70

+38 / -41

+36 / -39

+34 / -38

+31 / -34

+38 / -51

+36 / -47

+34 / -43

+31 / -41

-76

-76

-76

-76

-124

-113

-97

-86

ZONE 2 ZONE 3 ZONE 4 ZONE 5ZONE 2 ZONE 3

+13 / -31

ZONE

ROOF

LOW SLOPE - LEAN TO PORTION

COMPONENT AND CLADDING WIND PRESSURES (PSF)

10 SF

EFFECTIVE

WIND

AREA 1

WALL PARAPET

20 SF

50 SF

100 SF

+11 / -30

+10 / -29

+10 / -28

+13 / -52

+11 / -47

+10 / -39

+10 / -34

+13 / -78

+11 / -65

+10 / -47

+10 / -34

+31 / -34

+29 / -32

+28 / -31

+26 / -28

+31 / -41

+29 / -39

+28 / -35

+26 / -34

+/- 83

+/- 76

+/- 67

+/- 60

+/- 109

+/- 94

+/- 75

+/- 60

ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 4 ZONE 5

OVERHANG

-62

-62

-62

-62

-102

-93

-79

-70

ZONE 2 ZONE 3

'a'=12' (TYP)'a'=12'

(TYP)

'a'=6'

(TYP)

1 1

3 3 3

3 3 3