W912HN-20-R-3009_VOL2 Revision 1.pdf

7/27/20

FUNK.TROY.ALAN.1039

429256

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FUNK.TROY.ALAN.1039429256

Date: 2020.07.28 14:59:01 -04'00'

HENDREN.TRACY.LEE.1229932868

2020.07.29 08:13:06 -04'00'

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®of Engineers

US Army Corps k6enxjlh

04-SEP-2020 09:14

C:\Users\k6enxjlh\Desktop\Projects\ProjectWise_Projects\Hun0400\05_W912HN-20-B-3009\PDF\Volume 2\hzpgi001v2ix.dgn

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INDEX OF DRAWINGS

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TITLETITLE

G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI002 GENERAL NOTES, ABBREVIATIONS

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL STRUCTURAL NOTES

SB101 FOUNDATION COMPOSITE PLAN

SB102 FOUNDATION PLAN - AREA A

SB103 FOUNDATION PLAN - AREA B

SB104 FOUNDATION PLAN - AREA C

SB105 FOUNDATION PLAN - AREA D

SB106 FOUNDATION PLAN - AREA E

SB107 FOUNDATION PLAN - AREA F

SB108 SLAB COMPOSITE PLAN

SB109 SLAB PLAN - AREA A

SB110 SLAB PLAN - AREA B

SB111 SLAB PLAN - AREA C

SB112 SLAB PLAN - AREA D

SB113 SLAB PLAN - AREA E

SB114 SLAB PLAN - AREA F

SB301 FOUNDATION SECTIONS

SB302 FOUNDATION SECTIONS

SB303 FOUNDATION SECTIONS

SB501 FOUNDATION DETAILS

SB502 FOUNDATION & SLAB DETAILS

SB503 SLAB DETAILS

SB504 FOUNDATION AND SLAB DETAILS

SB505 BASE PLATE DETAILS AND SCHEDULE

SB510 MASONRY DETAILS

SB511 MASONRY DETAILS

SB512 MISC DETAILS AND SECTIONS

SB601 FOUNDATION SCHEDULES

SF101 SECOND FLOOR/LOW ROOF FRAMING COMPOSITE PLAN

SF102 2ND FLOOR/LOW ROOF FRAMING PLAN - AREA A

SF103 2ND FLOOR/LOW ROOF FRAMING PLAN - AREA B

SF104 2ND FLOOR/LOW ROOF FRAMING PLAN - AREA C

SF105 2ND FLOOR/LOW ROOF FRAMING PLAN - AREA D

SF106 2ND FLOOR/LOW ROOF FRAMING PLAN - AREA E

SF107 2ND FLOOR/LOW ROOF FRAMING PLAN - AREA F

SF108 DOOR SUPPORT FRAMING COMPOSITE PLAN

SF109 DOOR SUPPORT FRAMING & RUNWAY BEAM PLAN - AREA A

SF110 DOOR SUPPORT FRAMING & RUNWAY BEAM PLAN - AREA B

SF111 DOOR SUPPORT FRAMING & RUNWAY BEAM PLAN - AREA C

SF112 TRUSS BOTTOM CHORD FRAMING COMPOSITE PLAN

SF113 TRUSS BOTTOM CHORD FRAMING PLAN - AREA A

SF114 TRUSS BOTTOM CHORD FRAMING PLAN - AREA B

SF115 TRUSS BOTTOM CHORD FRAMING PLAN - AREA C

SF116 PLATFORM FRAMING COMPOSITE PLAN

SF117 HIGH ROOF FRAMING COMPOSITE PLAN

SF118 HIGH ROOF FRAMING PLAN - AREA A

SF119 HIGH ROOF FRAMING PLAN - AREA B

SF120 HIGH ROOF FRAMING PLAN - AREA C

SF121 HIGH ROOF FRAMING PLAN - AREA D

SF122 HIGH ROOF FRAMING PLAN - AREA E

SF123 HIGH ROOF FRAMING PLAN - AREA F

SF201 FRAMING ELEVATIONS

SF202 FRAMING ELEVATIONS

SF203 FRAMING ELEVATIONS

SF204 FRAMING ELEVATIONS

SF205 FRAMING ELEVATIONS

SF206 FRAMING ELEVATIONS

SF207 FRAMING ELEVATIONS

SF301 FRAMING SECTIONS

SF302 FRAMING SECTIONS

SF303 FRAMING SECTIONS

SF304 FRAMING SECTIONS

SF305 FRAMING SECTIONS

SF311 TRUSS ELEVATIONS

SF312 TRUSS ELEVATIONS

SF313 SWAY BRACING

SF401 ENLARGED PLANS

SF402 ENLARGED PLANS

SF403 ENLARGED PLANS

SF404 ENLARGED PLANS

SF405 ENLARGED PLANS

SF406 ENLARGED PLANS

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

SF503 FRAMING DETAILS

SF504 FRAMING DETAILS

SF505 FRAMING DETAILS

SF506 FRAMING DETAILS

SF510 BRACING DETAILS

SF511 ROOF FRAMING DETAILS

SF512 TRUSS DETAILS

SF513 TRUSS DETAILS

A-001 ARCHITECTURAL LEGEND & GENERAL NOTES

A-002 LIFE SAFETY CRITERIA

A-003 COMPOSITE FIRST FLOOR EGRESS PLAN

A-004 COMPOSITE SECOND FLOOR EGRESS PLAN

A-005 FIRST FLOOR EGRESS PLAN - AREA A

A-006 FIRST FLOOR EGRESS PLAN - AREA B

A-007 FIRST FLOOR EGRESS PLAN - AREA C

A-008 FIRST FLOOR EGRESS PLAN - AREA D

A-009 FIRST FLOOR EGRESS PLAN - AREA E

A-010 FIRST FLOOR EGRESS PLAN - AREA F

A-011 SECOND FLOOR EGRESS PLAN - AREA A

A-012 SECOND FLOOR EGRESS PLAN - AREA B

A-013 SECOND FLOOR EGRESS PLAN - AREA C

A-014 SECOND FLOOR EGRESS PLAN - AREA D

A-015 SECOND FLOOR EGRESS PLAN - AREA E

A-016 SECOND FLOOR EGRESS PLAN - AREA F

A-101 FIRST FLOOR COMPOSITE PLAN

A-102 SECOND FLOOR COMPOSITE PLAN

A-103 FIRST FLOOR PLAN - AREA A

A-104 FIRST FLOOR PLAN - AREA B

A-105 FIRST FLOOR PLAN - AREA C

A-106 FIRST FLOOR PLAN - AREA D

A-107 FIRST FLOOR PLAN - AREA E

A-108 FIRST FLOOR PLAN - AREA F

A-109 SECOND FLOOR PLAN - AREA A

A-110 SECOND FLOOR PLAN - AREA B

A-111 SECOND FLOOR PLAN - AREA C

A-112 SECOND FLOOR PLAN - AREA D

A-113 SECOND FLOOR PLAN - AREA E

A-114 SECOND FLOOR PLAN - AREA F

A-115 FIRST FLOOR DIMENSION PLAN - AREA A

A-116 FIRST FLOOR DIMENSION PLAN - AREA B

A-117 FIRST FLOOR DIMENSION PLAN - AREA C

A-118 FIRST FLOOR DIMENSION PLAN - AREA D

A-119 FIRST FLOOR DIMENSION PLAN - AREA E

A-120 FIRST FLOOR DIMENSION PLAN - AREA F

A-121 SECOND FLOOR DIMENSION PLAN - AREA A

A-122 SECOND FLOOR DIMENSION PLAN - AREA B

A-123 SECOND FLOOR DIMENSION PLAN - AREA C

A-124 SECOND FLOOR DIMENSION PLAN - AREA D

A-125 SECOND FLOOR DIMENSION PLAN - AREA E

A-126 SECOND FLOOR DIMENSION PLAN - AREA F

A-127 FIRST FLOOR COMPOSITE REFLECTED CEILING PLAN

A-128 SECOND FLOOR COMPOSITE REFLECTED CEILING PLAN

A-129 FIRST FLOOR REFLECTED CEILING PLAN - AREA A

A-130 FIRST FLOOR REFLECTED CEILING PLAN - AREA B

A-131 FIRST FLOOR REFLECTED CEILING PLAN - AREA C

A-132 FIRST FLOOR REFLECTED CEILING PLAN - AREA D

A-133 FIRST FLOOR REFLECTED CEILING PLAN - AREA E

A-134 FIRST FLOOR REFLECTED CEILING PLAN - AREA F

A-135 SECOND FLOOR REFLECTED CEILING PLAN - AREA A

A-136 SECOND FLOOR REFLECTED CEILING PLAN - AREA B

A-137 SECOND FLOOR REFLECTED CEILING PLAN - AREA C

A-138 SECOND FLOOR REFLECTED CEILING PLAN - AREA D

A-139 SECOND FLOOR REFLECTED CEILING PLAN - AREA E

A-140 SECOND FLOOR REFLECTED CEILING PLAN - AREA F

A-141 COMPOSITE ROOF PLAN

A-201 NORTH ELEVATION

A-202 EAST ELEVATION

A-203 SOUTH ELEVATION

A-204 WEST ELEVATION

A-301 BUILDING CROSS SECTION

A-302 BUILDING LONGITUDINAL SECTION I

A-303 BUILDING LONGITUDINAL SECTION II

A-304 BUILDING SECTIONS I

A-305 BUILDING SECTIONS II

A-310 WALL SECTIONS I

A-311 WALL SECTIONS II

A-312 WALL SECTIONS III

A-313 WALL SECTIONS IV

A-320 WALL DETAILS I

A-321 WALL DETAILS II

A-322 WALL DETAILS III

A-401 ENLARGED STAIR PLANS I

A-402 ENLARGED STAIR PLANS II

A-403 ENLARGED TOILET PLANS I

A-404 ENLARGED TOILET PLANS II

A-405 ENLARGED TOILET PLANS III

A-406 ENLARGED ENTRY PLAN

A-407 ENLARGED HANGAR DOOR PLANS

A-408 ENLARGED HANGAR DOOR REFLECTED CEILING PLAN

A-409 ENLARGED HANGAR DOOR REFLECTED CEILING PLAN

A-410 ENLARGED INTERIOR ELEVATIONS (MEN'S TOILET-SHOWERS)

A-411 ENLARGED INTERIOR ELEVATIONS (WOMEN'S TOILET/SHOWERS)

A-412 ENLARGED INTERIOR ELEVATIONS (MEN'S & WOMEN'S TOILETS)

A-413 ENLARGED INTERIOR ELEVATIONS (BREAK/CONFERENCE ROOMS)

A-414 ENLARGED INTERIOR ELEVATIONS (CONFERENCE & DT/CBT)

A-415 ENLARGED INTERIOR ELEVATIONS

A-416 ENLARGED INTERIOR ELEVATIONS

A-417 ENLARGED INTERIOR ELEVATIONS

A-418 TOILET & ACCESSORIES LEGEND AND MOUNTING HEIGHTS

A-420 INTERIOR STAIR ELEVATIONS I

A-421 INTERIOR STAIR ELEVATIONS II

A-422 ENLARGED CATWALK PLAN - AREA A

A-423 ENLARGED CATWALK PLAN - AREA B

A-424 ENLARGED CATWALK PLANS I

A-425 ENLARGED CATWALK PLANS II

A-426 CATWALK EAST ELEVATION

A-427 CATWALK DETAILS I

A-428 CATWALK DETAILS II

A-429 BIRD NETTING ACCESSORIES

A-430 ENLARGED PLANS - ELEVATOR

A-501 STAIR DETAILS I

A-502 EXTERIOR WALL PENETRATION DETAILS

A-503 INTERIOR WALL PENETRATION DETAILS

A-504 PLAN DETAILS I

A-505 PLAN DETAILS II

A-506 PLAN DETAILS III

A-507 CASEWORK DETAILS

A-510 ROOF DETAILS I

A-511 ROOF DETAILS II

A-512 ROOF DETAILS III

A-520 CEILING DETAILS

A-521 CEILING DETAILS - SEISMIC

A-601 PARTITION TYPES I

A-602 PARTITION TYPES II

A-603 PARTITION TYPES III

A-610 ROOM FINISH SCHEDULE I

A-611 ROOM FINISH SCHEDULE II

A-612 DOOR AND FRAME SCHEDULE I

A-613 DOOR AND FRAME SCHEDULE II

A-614 DOOR DETAILS I

A-615 DOOR DETAILS II

A-616 DOOR DETAILS III

A-617 DOOR DETAILS IV

A-620 WINDOW AND LOUVER SCHEDULE

A-621 WINDOW DETAILS I

A-622 WINDOW DETAILS II

A-901 FIRST FLOOR AIR BARRIER PLAN

A-902 SECOND FLOOR AIR BARRIER PLAN

A-903 AIR BARRIER SECTIONS

A-904 AIR BARRIER DETAILS I

A-905 AIR BARRIER DETAILS II

A-906 AIR BARRIER DETAILS III

A-907 AIR BARRIER DETAILS IV

A-908 AIR BARRIER DETAILS V

I-100 FURNITURE LEGEND

I-101 FIRST FLOOR COMPOSITE FURNITURE PLAN

I-102 FIRST FLOOR FURNITURE PLAN - AREA A

I-103 FIRST FLOOR FURNITURE PLAN - AREA B

I-104 FIRST FLOOR FURNITURE PLAN - AREA C

I-105 FIRST FLOOR FURNITURE PLAN - AREA D

I-106 FIRST FLOOR FURNITURE PLAN - AREA E

I-107 FIRST FLOOR FURNITURE PLAN - AREA F

I-108 SECOND FLOOR COMPOSITE FURNITURE PLAN

I-109 SECOND FLOOR FURNITURE PLAN - AREA D

I-110 SECOND FLOOR FURNITURE PLAN - AREA E

I-111 SECOND FLOOR FURNITURE PLAN - AREA F

I-501 SIGNAGE TYPICALS 1

I-502 SIGNAGE TYPICALS 2

I-503 FINISH LEGEND & DETAILS

I-601 ROOM FINISH SCHEDULE 1

I-602 ROOM FINISH SCHEDULE 2

I-603 SIGNAGE SCHEDULE & DETAILS

FA001 FA & MNS LEGEND AND OPERATIONS MATRIX

FA002 HIGH-EXPANSION FOAM SYSTEM CONTROL PANEL MATRIX

FA100 FA & MNS FLOOR PLAN - 1ST FLOOR - OVERALL

FA101 FA & MNS FLOOR PLAN - 1ST FLOOR - PART A

FA102 FA & MNS FLOOR PLAN - 1ST FLOOR - PART B

FA103 FA & MNS FLOOR PLAN - 1ST FLOOR - PART C

FA104 FA & MNS FLOOR PLAN - 1ST FLOOR - PART D

FA105 FA & MNS FLOOR PLAN - 1ST FLOOR - PART E

FA106 FA & MNS FLOOR PLAN - 1ST FLOOR - PART F

FA107 FA & MNS FLOOR PLAN - 2ND FLOOR - OVERALL

FA108 FA & MNS FLOOR PLAN - 2ND FLOOR - PART D

FA109 FA & MNS FLOOR PLAN - 2ND FLOOR - PART E

FA110 FA & MNS FLOOR PLAN - 2ND FLOOR - PART F

FA501 FIRE ALARM & MASS NOTIFICATION DETAILS

FA502 FIRE ALARM & MASS NOTIFICATION DETAILS

FA601 FIRE ALARM AND MNS DIAGRAM

FA602 FOAM SYSTEM CONTROL PANEL, CONTAINMENT SYSTEM, & DIVERTER VALVE RISER DIAGRAMS

FX001 FIRE PROTECTION LEGEND, PRELIMINARY FLOW TEST DATA, AND APPLICABLE CRITERIA

FX002 HANGAR BUILDING FIRE SUPPRESSION SYSTEM NOTES

FX003 MAINTENANCE BAY FIRE PROTECTION AND WATER SUPPLY CALCULATIONS

FX004 FOAM SYSTEM FLOW RATE AND PRESSURE LOSS AT STEADY STATE

FX100 FIRE PROTECTION FLOOR PLAN - 1ST FLOOR OVERALL

FX101 FIRE PROTECTION FLOOR PLAN - 1ST FLOOR - PART A

FX102 FIRE PROTECTION FLOOR PLAN - 1ST FLOOR - PART B

FX103 FIRE PROTECTION FLOOR PLAN - 1ST FLOOR - PART C

FX104 FIRE PROTECTION FLOOR PLAN - 1ST FLOOR - PART D

FX105 FIRE PROTECTION FLOOR PLAN - 1ST FLOOR - PART E

FX106 FIRE PROTECTION FLOOR PLAN - 1ST FLOOR - PART F

FX107 FIRE PROTECTION FLOOR PLAN - 2ND FLOOR - OVERALL

FX108 FIRE PROTECTION FLOOR PLAN - 2ND FLOOR - PART D

FX109 FIRE PROTECTION FLOOR PLAN - 2ND FLOOR - PART E

FX110 FIRE PROTECTION FLOOR PLAN - 2ND FLOOR - PART F

FX140 FOAM GENERATION PLAN

FX201 MAINTENANCE BAY DRAFT CURTAINS

FX401 ENLARGED FIRE SUPPRESSION ROOM

FX501 FIRE PROTECTIONS DETAILS

FX502 FIRE PROTECTION DETAILS II

FX503 FIRE PROTECTION DETAILS III

FX504 FIRE PROTECTION DETAILS IV

FX505 FIRE WATER STORAGE TANK DETAILS

FX506 FOAM MIXING ROOM AND FOAM PROPORTIONER PROPORTIONER DETAILS (TYPICAL)

FX507 FIRE SUPPRESSION ROOM RISER DETAIL

FX601 MAINTENANCE BAY FOAM SUPPRESSION SYSTEM DIAGRAM

FX602 FIRE WATER SUPPLY DIAGRAM - PUMP HOUSE AND TANK

FX603 FOAM CONCENTRATE PUMP AND TANK DETAIL

FX604 FIRE PROTECTION SCHEDULES

SHEET LOGICMATERIALS

EARTH

DRAWING ABBREVIATIONS GENERAL NOTES

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

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

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 FLOOR

FFE 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

G (cont) ---------------------

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

N (cont) ---------------------

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

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

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

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

S (cont) --------------------

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

DIDISABILITIES 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

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE, CONTINUOUS

COORD COORDINATE

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

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/NUMBER

W/ AREA

CENTERLINE

INDICATOR

1/2 1 21

SCALE: 1"=1'-0"

SCALE BAR

View Name1

MATCHLINE INDICATOR

VIEW TITLE BAR

1 / A-101

1 / A-102

REFERENCE

SHEETS

SAND

CONCRETE/ PRECAST

CONCRETE

STONE

BRICK

CMU

PLYWOOD

RIGID INSULATION

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.

A-101

SIM

A101

Ref

R ef

Ref

R ef

AE201

DISCIPLINE*:

G - GENERAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

DISCIPLINE DESIGNATOR

SHEET TYPE

DESIGNATOR

SHEET SEQUENCE

NUMBER

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

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

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SI

ZE

FI

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N

AM

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IS

SU

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E:

U .S

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M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

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GENERAL NOTES:

1. THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER ALL BUILDING CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE-DOWNS.

2. THE CONTRACT DOCUMENTS DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK DURING ERECTION AND CONSTRUCTION AND

SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES,

TECHNIQUES, SEQUENCES, AND SAFETY.

3. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS.

COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS

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

4. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE CONTRACTING

OFFICER PRIOR TO BEGINNING WORK IN IMPACTED AREAS.

5. 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.

6. 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.

7. WHERE A DETAIL OR SECTION IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL LIKE OR

SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED ON THE PLANS.

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

CIRCUMSTANCE.

9. DO NOT SCALE DRAWINGS.

DESIGN CODE NOTES:

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND SPECIFICATIONS:

A. IBC 2015, INTERNATIONAL BUILDING CODE

B. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND STRUCTURES

C. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

D. ACI 360R-10, DESIGN OF SLABS ON GRADE

E. ACI 530-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

F. AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

G. AISI S100-12, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL

STRUCTURAL MEMBERS

H. SDI, STEEL DECK INSTITUTE: DESIGN MANUAL FOR COMPOSITE DECK, FORM DECK,

& ROOF DECK

I. UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, (1 FEB 2018)

J. UFC 3-301-01, STRUCTURAL ENGINEERING, (12 SEP 2016)

K. UFC 3-310-04, SEISMIC DESIGN OF BUILDINGS, (20 JUN 2016)

L. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS,

(12 DEC 2018)

M. UFC 4-211-01, AIRCRAFT MAINTENANCE HANGARS (13 APR 2017)

DESIGN LOAD CRITERIA:

1. LIVE LOADS:

UNO, SLAB ON GRADE 150 PSF

UNO, ELEVATED SLABS 80 PSF

PARTITIONS 15 PSF (INC. IN ABOVE LOAD)

CORRIDORS/STAIRS/CONFERENCE AREAS 100 PSF

LOCKER ROOMS 100 PSF

MECHANICAL 125 PSF

ELEC/TELE. 150 PSF

AIRCRAFT UTILITY (SECOND FLOOR) 200 PSF

SHOP 250 PSF

CATWALK/ELEVATED MECH PLATFORM 40 PSF

HANGAR FLOOR: UH-60 AIRCRAFT - 40,000 PASSES

CH-47 AIRCRAFT - 20,000 PASSES

10K ATLAS FORKLIFT - 10,000 PASSES

P15 CRASH/FIRE TRUCK - 1,200 PASSES

TRANSPORT TRUCK WITH TRAILER - 1,000 PASSES

2. ROOF LIVE LOAD: 20 PSF (REDUCIBLE)

3. SNOW LOADS:

MINIMUM GROUND SNOW LOAD, Pg 0 PSF

FROST PENETRATION DEPTH 0 IN

SNOW IMPORTANCE FACTOR, Is 1.1

4. WIND LOADS:

RISK CATEGORY III

BASIC WIND SPEED, V (ULTIMATE) 148 MPH (60 MPH WITH DOORS OPEN)

WIND EXPOSURE CATEGORY C

GUST EFFECT FACTOR, G 0.85

INTERNAL PRESSURE COEFFICIENTS, GCpi +/- 0.55 FOR HANGAR (PARTIALLY ENCLOSED)

+/- 0.18 FOR ADMIN/OPERATIONS BLDG

(ENCLOSED)

5. COMPONENTS AND CLADDING WIND PRESSURES: SEE S-003

6. SEISMIC LOADS:

HANGAR PORTION:

RISK CATEGORY III

SEISMIC IMPORTANCE FACTOR, Ie 1.25 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.295

MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.109

SITE CLASS D

DESIGN SPECTRAL RESPONSE ACCELERATION, Sds 0.31 DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 0.17

SEISMIC DESIGN CATEGORY C

SEISMIC ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

SEISMIC-FORCE RESISTING SYSTEM STEEL NOT SPECIFICALLY DETAILED FOR SEISMIC

RESPONSE MODIFICATION FACTOR, R 3

SYSTEM OVERSTRENGTH FACTOR 3

DEFLECTION AMPLIFICATION FACTOR, Cd 3 SEISMIC RESPONSE COEFFICIENT, Cs 0.128

SEISMIC DESIGN BASE SHEAR, V 0.128W

ADMINISTRATION AND OPERATIONS PORTION:

RISK CATEGORY III

SEISMIC IMPORTANCE FACTOR, Ie 1.25 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.295

MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.109

SITE CLASS D

DESIGN SPECTRAL RESPONSE ACCELERATION, Sds 0.31 DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 0.17

SEISMIC DESIGN CATEGORY C

SEISMIC ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

SEISMIC-FORCE RESISTING SYSTEM INTERMEDIATE REINF. MASONRY SHEAR WALLS

RESPONSE MODIFICATION FACTOR, R 3.5

SYSTEM OVERSTRENGTH FACTOR 2.5

DEFLECTION AMPLIFICATION FACTOR, Cd 2.25 SEISMIC RESPONSE COEFFICIENT, Cs 0.11

SEISMIC DESIGN BASE SHEAR, V 0.11W

7. ANTI-TERRORISM/FORCE PROTECTION CRITERIA:

NEW BUILDING LOCATION MORE THAN 50 FEET FROM

INSTALLATION PERIMETER

BUILDING CATEGORY HANGAR - LOW OCCUPANCY

REMAINDER - INHABITED BUILDING

CONVENTIONAL CONSTR STANDOFF DISTANCE TBD

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 N/A (<3 STORIES)

FOUNDATION AND SLAB NOTES:

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

RECOMMENDATIONS IN THE GEOTECHNICAL REPORT PREPARED BY THE SOILS SECTION OF THE

SAVANNAH DISTRICT TITLED "AIRCRAFT MAINTENANCE HANGAR, P.N. 88410, FY-20, HUNTER ARMY

AIRFIELD, GA" DATED NOVEMBER 2019.

2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON SOIL CAPABLE OF SUPPORTING AN ALLOWABLE BEARING PRESSURE OF 2,000 PSF AS STATED IN THE GEOTECHNICAL REPORT REFERENCED ABOVE.

3. THE CONTRACTOR SHALL HIRE AN INDEPENDENT TESTING LABORATORY AND GEOTECHNICAL

ENGINEER, REGISTERED AND LICENSED IN THE STATE WHERE THE WORK WILL BE ACCOMPLISHED, TO VERIFY THAT ALL OF THE REQUIREMENTS CONTAINED IN SPECIFICATION 31 00 00, EARTHWORK, HAVE

BEEN FOLLOWED AND ACCOMPLISHED.

4. CONTRACTOR SHALL BE PREPARED FOR AND SHALL INCLUDE COST OF FORMING FOUNDATIONS

SHOULD THE EARTH NOT PROVIDE ADEQUATE BANK STABILITY.

5. 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 FOR ADDITIONAL EXCAVATION REQUIREMENTS.

6. PLACE FOUNDATION CONCRETE THE SAME DAY EXCAVATIONS ARE MADE OR AS SOON AS PRACTICAL

THEREAFTER.

7. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADES.

8. DO NOT BEGIN EXCAVATION OPERATIONS OR INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS

BEEN COORDINATED WITH ADJACENT UNDERGROUND UTILITIES OR OTHER SUBSURFACE

STRUCTURES WITHIN THE AREA TO BE EXCAVATED.

9. 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.

10. PLACE 15 MIL VAPOR RETARDER ON 4" COMPACTED CAPILLARY WATER BARRIER UNDER ALL INTERIOR

SLABS-ON-GRADE (TYPICAL).

11. ALL SURFACES TO RECEIVE EPOXY/RESINOUS COATINGS SHALL BE MOISTURE CURED. DO NOT USE ANY MEMBRANE CURING OR SEALER ON CONCRETE TO RECEIVE EPOXY. TEST AREAS TO RECEIVE COATINGS NO LESS THGAN 60 DAYS AFTER PLACEMENT OF CONCRETE. TEST PER ASTM F1869 TO VERIFY THAT MOISTURE VAPOR EMISSION IS NO MORE THAN 3.0 LBS MOISTURE PER 24 HOURS, 100 SQ FT. CONTRACTOR SHALL PROVIDE ADEQUATE TIME IN THE SCHEDULE TO ALLOW FOR THE CONCRETE

TO DRY TO MEET COATING REQUIREMENTS.

12. FOOTINGS SHALL BE LOWERED AS REQUIRED TO PASS UNDER UTILITY LINES. STEP CONTINUOUS

FOOTINGS DOWN AS SHOWN IN THE "TYPICAL STEPPED FOOTING DETAIL" ON SHEET SB501.

13. A POSITIVE FOUNDATION DRAINAGE SYSTEM SHALL BE PROVIDED AROUND THE PERIMETER OF THE BUILDING. THE DRAINAGE SYSTEM SHALL CONSIST OF A MINIMUM 4-INCH FLEXIBLE OR RIGID PERFORATED DRAIN PIPE CONNECTED EITHER TO CLEAN, FREE DRAINING, COURSE GRANULAR FILL

WRAPPED IN A NON-WOVEN GEOTEXTILE FABRIC OR TO A PREFABRICATED WALL DRAINAGE

GEOCOMPOSITE. THE FOUNDATION DRAINAGE SYSTEM SHALL BE TIED TO THE STORM DRAINAGE

SYSTEM.

TRENCH DRAIN NOTES:

1. TRENCH DRAIN AT HANGAR SHALL BE PREFABRICATED INCLUDING EMBEDS, ANGLES, GRATING & TRENCH, ETC AND DESIGNED BY THE TRENCH DRAIN VENDOR. TRENCH DRAIN GRATING SHALL BE

DUCTILE IRON AND SHALL BE DESIGNED BY THE TRENCH DRAIN VENDOR, MANUFACTURERED TO

WITHSTAND A MINIMUM PROOF-LOAD OF 100,000 POUNDS FROM A TIRE WITH 250 PSI PRESSURE.

COORDINATE DIMENSIONS, SLOPES, ETC WITH MECHANICAL AND PLUMBING DRAWINGS AND TRENCH DRAIN SPECIFICATION. VENDOR SHALL SUPPLY ALL ITEMS NECESSSARY FOR CONSTRUCTION OF

TRENCH DRAIN.

CONCRETE CONSTRUCTION NOTES:

1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-14) AND THE SPECIFICATIONS FOR

STRUCTURAL CONCRETE (ACI 301-16) OF THE AMERICAN CONCRETE INSTITUTE (ACI).

2. ALL CAST-IN-PLACE CONCRETE SHALL ATTAIN MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4000 PSI AND UTILIZE MAXIMUM WATER-CEMENTITIOUS MATERIAL RATIO (w/cm) OF 0.45. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. SEE SPECIFICATIONS FOR AIR ENTRAINMENT REQUIREMENTS. MINIMUM FLEXURAL STRENGTH OF SLAB ON GRADE CONCRETE IN HANGAR IS 650

PSI AT 90 DAYS. FIBERS SHALL NOT BE USED IN SLAB ON GRADE IN THE HANGAR.

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

NOTED OTHERWISE ON PLANS.

4. ALL CONCRETE FOR SECOND FLOOR SLABS (ON COMPOSITE DECK) SHALL BE LIGHTWEIGHT

CONCRETE WITH A DENSITY OF 105 PCF TO 115 PCF. ALL OTHER CONCRETE SHALL BE NORMAL

WEIGHT WITH A DENSITY OF 140 PCF TO 150 PCF.

5. CONCRETE SLAB ON GRADE JOINTS INDICATED ARE DIAGRAMMATIC AND DO NOT REPRESENT ALL OF

THE JOINTS REQUIRED FOR SLAB-ON-GRADE CONSTRUCTION.

6. CONTRACTOR SHALL PROVIDE JOINTS AT ALL RE-ENTRANT CORNERS INCLUDING, BUT NOT LIMITED TO, PIERS AND COLUMNS (AS SHOWN IN TYPICAL COLUMN ISOLATION JOINT), SLAB RECESSES, AND

CORNERS AND ENDS OF WALLS.

7. 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.

8. 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".

9. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE INDICATED.

CONTINUOUS REINFORCING STEEL SHALL BE LAPPED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318. REINFORCING STEEL SHALL BE PLACED SO THAT SPACING IS GREATER THAN OR EQUAL TO 2X

BAR DIAMETER.

10. 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. BEAM AND COLUMNS 1.5"

D. SLABS AND WALLS (NOT EXPOSED TO EARTH OR WEATHER) 1"

11. 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.

12. PROVIDE 1/2" THICK PRE-MOLDED JOINT FILLER MATERIAL WHERE SOG ABUT VERTICAL SURFACES.

13. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED AND MAINTAINED

SECURELY IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

14. 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.

15. NO CONCRETE SHALL BE PLACED UNTIL THE OWNER OR THE CONTRACTING OFFICER'S DESIGNATED

REPRESENTATIVE HAS INSPECTED ALL EMBEDDED WORK, INCLUDING REINFORCEMENT.

16. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED.

17. 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.

18. CONCRETE SLAB ON GRADE JOINTS INDICATED ARE DIAGRAMMATIC AND DO NOT REPRESENT ALL OF

THE JOINTS REQUIRED FOR SLAB-ON-GRADE CONSTRUCTION. LOCATION OF THE CONSTRUCTION

JOINTS (IN LIEU OF SJ JOINTS) ARE AT THE CONTRACTOR'S OPTION PROVIDED THAT THE MAXIMUM

SLAB PLACEMENT AREA INDICATED IN THE SPECIFICATIONS IS NOT EXCEEDED. 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. MAXIMUM JOINT SPACING SHALL BE 15 FT IN THE HANGAR. MAXIMUM JOINT SPACING IN SUPPORT/ADMIN PORTION OF BUILDING SHALL BE 16

FT. ALL CONSTRUCTION JOINTS IN HANGAR ARE DOWELED, SEE DETAIL 7/SB503.

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

TO, COLUMNS AND SLAB RECESSES.

20. 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.

21. REFER TO CONCRETE SPECIFICATIONS FOR HOT OR COLD WEATHER CONSTRUCTION PROCEDURES.

POST INSTALLED ANCHOR NOTES:

1. CONTRACTOR SHALL PROVIDE ANCHOR OF THE SIZE AND TYPE INDICATED IN THE DRAWINGS THAT MEET OR EXCEED THE INDICATED LOADS. THE CAPACITY OF THE ANCHOR SHALL BE MODIFIED BASED ON EMBEDMENT, EDGE DISTANCE AND SPACING OF THE ANCHOR. PRODUCT DATA AND CALULATIONS FOR THE PROPOSED ANCHOR SHALL BE SUBMITTED AT LEAST 30 DAYS PRIOR TO INSTALLATION OF THE POST INSTALLED ANCHOR. SUBMIT ANCHOR DESIGN CALCULATIONS SEALED BY A PROFESSIONAL

ENGINEER.

2. CONTRACTOR SHALL LOCATE REBAR IN CONCRETE OR CMU PRIOR TO DRILLING HOLES SO AS TO NOT

DAMAGE THE REINFORCING STEEL.

3. ALL MECHANICAL ANCHORS ANCHORED INTO CONCRETE SHALL HAVE BEEN TESTED IN ACCORDANCE

WITH ACI355.2 AND/OR ICC-ES AC193 FOR CRACKED OR UNCRACKED CONCRETE AND SESMIC

APPLICATIONS. MECHANICAL ANCHORS IN CONCRETE SHALL BE DESIGNED FOR AN ULTIMATE SHEAR

LOAD OF 3,000 LBS OR AN ULTIMATE TENSION LOAD OF 2,000 LBS UNO.

4. ALL MECHANICAL ANCHORS ANCHORED INTO GROUT-FILLED CMU SHALL HAVE BEEN TESTED IN

ACCORDANCE WITH ICC-ES AC01 (EXPANSION ANCHORS) OR ICC ES AC106 (SCREW ANCHORS).

MECHANICAL ANCHORS IN GROUT-FILLED CMU SHALL BE DESIGNED FOR AN ALLOWABLE SHEAR LOAD

OF 2,000 LBS OR AN ALLOWABLE TENSION LOAD OF 1,500 LBS UNO.

5. SEE SECTIONS AND DETAILS WHERE ANCHORS SHALL SUPPORT COMBINED SHEAR AND TENSION

LOADS.

6. POST INSTALLED ANCHORS SHALL NOT BE INSTALLED IN HEAD JOINTS OF CMU.

7. POST INSTALLED ANCHORS SHALL NOT BE INSTALLED IN UNGROUTED CMU.

8. FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION OF ALL POST INSTALLED

ANCHORS.

9. ALL ANCHORS INTO CONCRETE SHALL BE APPROVED FOR USE IN CRACKED CONCRETE AND SHALL BE

DESIGNED FOR CRACKED CONCRETE UNO.

10. A MANUFACTURER'S REPRESENTATIVE SHALL BE ONSITE TO PROVIDE ONSITE TRAINING FOR ALL OF THE ANCHORING PRODUCTS TO BE USED ON THE PROJECT. ALL PERSONNEL WHO INSTALL ANCHORS SHALL BE TRAINED A MINIMUM OF 1 WEEK PRIOR TO COMMENCEMENT OF ANCHOR INSTALLATION.

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SPECIAL INSPECTION NOTES:

1. INSPECTION OF FABRICATORS SHALL BE CONDUCTED IN ACCORDANCE WITH IBC 2015,

SECTION 1704.2.5.

2. INSPECTION OF STEEL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH IBC 2015, SECTION 1705.2.

3. INSPECTION OF CONCRETE CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH IBC 2015, SECTION 1705.3 AND TABLE 1705.3.

4. INSPECTION OF MASONRY CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH IBC 2015, SECTION 1705.4.

5. INSPECTIONS FOR WIND AND SEISMIC RESISTANCE SHALL BE AS PER IBC 2015, SECTION 1705.11

AND 1705.12.

6. INCLUDE SPECIAL INSPECTIONS REQUIREMENTS IN CONTRACTOR'S QUALITY CONTROL (CQC)PLAN.

7. THE CONTRACTOR SHALL RETAIN THIRD PARTY QUALITY CONTROL AGENCIES TO CONDUCT SPECIAL

INSPECTIONS REQUIRED BY IBC. INSPECTING AGENCY SHALL PROVIDE REPORTS OF SPECIAL

INSPECTIONS DIRECTLY TO THE GOVERNMENT.

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

BTWN BETWEEN

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

EOF EDGE OF FOUNDATION

EOS EDGE OF SLAB

EQ EQUAL

ERV ENERGY RECOVERY VENTILATOR

EW EACH WAY

FF FINISHED FLOOR

FDN FOUNDATION

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GFGI GOVT

HORIZ HORIZONTAL

IJ ISOLATION JOINT

SYMBOL DESCRIPTION

KIP (k) 1000 POUNDS

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MBM METAL BUILDING MANUFACTURER

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

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

SE SLAB EDGE

SJ SAWED CONTRACTION JOINT

SJI STEEL JOIST INSTITUTE

SIM SIMILAR

SL SLOPE(D)

SOG SLAB ON GRADE

SPCG SPACING

SPCS SPACES

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

T/STEEL TOP OF STEEL

TS THICKENED SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VEF VEHICLE EXHAUST FAN

VERT VERTICAL

WP WORKING POINT

WWF WELDED WIRE FABRIC

STRUCTURAL LEGEND

SLOPE DIRECTION

INDICATES ELEVATION

REFERENCED

TO FINISHED FLOOR

KEYED PLAN NOTE

COLUMN REFERENCE LINE

(CENTER LINE OF COLUMN)

SPOT ELEVATION

DECK SPAN DIRECTION

DN

X

[+/- X’-X”]

X

[+/- X’-X”]

SLAB DEPRESSION

BRICK WALL

CONCRETE ELEMENT

COMPACTED EARTH FILL

GROUT

CONCRETE MASONRY UNIT

(CMU)

POROUS FILL

WELDED WIRE FABRIC (WWF)

AISC SHAPE DESIGNATION

INDICATES # OF SHEAR STUDS WELDED

TO TOP FLANGE OF BEAM PER

GENERAL NOTES

HSSXxX

AISC COLUMN

DESIGNATION

STEEL COLUMN

BRACED FRAME LOCATION

BRACED/MOMENT

FRAME

STEEL FRAMING REFERENCE

WXxXX [XX]

(B/M)F

[X]

BEAM END REACTION

[X]

MOMENT CONNECTION

DESIGNATION

CRANE DESIGN NOTES:

1. TWO BRIDGE CRANES IN HANGAR SHALL BE UNDERHUNG WITH CAPACITY OF 10 TONS (IMPERIAL).

BRIDGE CRANE IN POWER PLANT/POWER TRAIN SHOP SHALL BE TOP RUNNING WITH A CAPACITY OF 2

TONS (IMPERIAL).

2. CRANES IN HANGAR SHALL HAVE MINIMUM CLEARANCE HEIGHT OF 28’-0” AFF. THE OVERHEAD BRIDGE

CRANE IN THE SHOP SHALL HAVE A MINIMUM HOOK HEIGHT OF 12'-0" AFF.

3. CRANE SHALL BE DESIGNED FOR A CRANE SERVICE DUTY CLASSIFICATION OF CLASS C (MODERATE

SERVICE) AS DEFINED BY THE CRANE MANUFACTURER’S ASSOCIATION OF AMERICA (CMAA).

4. THE BRIDGE CRANE, RUNWAY BEAMS AND THE RUNWAY BEAM TO TRUSS CONNECTIONS SHALL BE DESIGNED BY THE BRIDGE CRANE VENDOR. THE NOTED ITEMS SHALL BE DESIGNED FOR THE TOTAL VERTICAL LOAD FROM THE WEIGHT OF THE BRIDGE, TROLLEY HOIST, AND RATED CAPACITY OF THE CRANE. TOTAL VERTICAL LOAD SHALL BE ADJUSTED FOR THE FOLLOWING IMPACT LOAD FACTOR EXPRESSED AS A PERCENTAGE OF THE TOTAL VERTICAL LOAD. CRANE RUNWAY BEAMS AND RAILS

SHALL ALSO BE DESIGNED FOR A LATERAL AND LONGITUDINAL FORCE EQUIVALENT TO A

PERCENTAGE OF THE TOTAL VERTICAL LOAD AS SHOWN BELOW. SEE ASCE 7-16, SECTION 4.9 FOR

DETAILS.

VERTICAL IMPACT FORCE 125%

LATERAL FORCE 20%

LONGITUDINAL FORCE 10%

5. PROVIDE END STOPS AT EACH END OF CRANE RAIL. END STOPS SHALL BE DESIGNED FOR LOADS

REQUIRED FOR THE CRANE PROVIDED. CONTRACTOR SHALL COORDINATE LOCATIONS OF CRANE

STOPS WITH CRANE PROVIDER.

6. CRANE RUNWAY BEAMS SHALL BE INSTALLED LEVEL AFTER ALL ROOF DEAD IS IN PLACE.

LIGHT GAUGE STEEL NOTES:

1. WALL 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 FRAMING SYSTEM. THE CONTRACTOR SHALL COORDINATE THE DESIGN WITH THE

ARCHITECTURAL PLANS, ELEVATIONS, AND DETAILS. 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.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXTERIOR STUD WALL FRAMING TO INCLUDE ALL ELEVATIONS, QUANTITIES, DIMENSIONS, CONNECTION DETAILS, ETC. NECESSARY FOR THE COMPLETE DESIGN, FABRICATION, AND ERECTION OF THE EXTERIOR STUD WALL FRAMING. THE CONTRACTOR SHALL COORDINATE THE DESIGN WITH THE ARCHITECTURAL PLANS, ELEVATIONS, AND DETAILS.

3. COLD-FORMED EXTERIOR STUD WALLS SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS.

4. 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.

5. 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, BRIDGING, AND BOTH TEMPORARY AND PERMANENT BRACING INCLUDING DIAPHRAGM FORCES, HEADERS, SILLS, AND JAMBS.

6. 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.

7. 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.

8. 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 8" WIDE STUDS AT EXTERIOR WALLS UNO.

9. COLD-FORMED STEEL STUD MEMBERS SHALL BE DESIGNED TO ACCOMODATE VERTICAL AND

HORIZONTAL LOADS DUE TO METAL WALL PANELS AND ARCHITECTURAL FEATURES. COORDINATE

DESIGN CRITERIA WITH ARCHITECTURAL DRAWINGS AND DETAILS. OUT OF PLANE DEFELCTION FOR STUDS BACKING BRICK SHALL NOT EXCEED L/600. OUT OF PLANE DEFELCTION FOR STUDS BACKING

METAL PANELS SHALL NOT EXCEED L/240.

10. 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.

11. THE CONTRACTOR SHALL COORDINATE THE DESIGN WITH ARCHITECTURAL, MECHANICAL AND

ELECTRICAL FOR WALL LAYOUT.

12. LIGHT GAUGE STEEL STUD MEMBERS SHALL BE DESIGNED TO ACCOMODATE VERTICAL AND

HORIZONTAL LOADS DUE TO METAL WALL PANELS AND ARCHITECTURAL FEATURES. COORDINATE

DESIGN CRITERIA WITH ARCHITECTURAL DRAWINGS AND DETAILS. REFER TO UFC 4-010-01 FOR

ADDITIONAL OUT OF PLANE DEFLECTION CRITERIA.

STEEL CONSTRUCTION NOTES:

1. FABRICATION AND ERECTION OF STRUCTURAL STEEL AND DESIGN OF CONNECTIONS SHALL BE IN ACCORDANCE WITH AISC 360-16, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND AISC 303-16, "CODE OF STANDARD PRACTICE FOR BUILDING AND BRIDGES". THE STRUCTURAL STEEL MEMBERS SHOWN IN THESE DRAWINGS HAVE BEEN ANALYZED AND DESIGNED USING AISC 360-16

LRFD METHOD.

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

B. HSS HOLLOW SHAPES (50 KSI) ASTM A500, GR C

C. PLATES AND ANGLES ASTM A36

D. HIGH STRENGTH BOLTS ASTM F3125

E. ANCHOR RODS W/ NUT AND WASHER ASTM F1554, GRADE 55

3. IT IS THE INTENTION OF THESE DESIGN DOCUMENTS TO DELEGATE THE DESIGN OF ALL STRUCTURAL

STEEL CONNECTIONS TO A QUALIFIED REGISTERED ENGINEER RETAINED BY THE CONTRACTOR

AND/OR FABRICATOR. SIGNED AND SEALED CALCULATIONS FOR CONNECTION DESIGNS SHALL BE

SUBMITTED SIMULTANEOUSLY WITH FABRICATION DRAWINGS FOR REVIEW. UNLESS NOTED

OTHERWISE ON PLANS, ALL SHEAR CONNECTIONS FOR SIMPLY SUPPORTED BEAMS SHALL BE

DESIGNED TO DEVELOP THREE QUARTERS (3/4) 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, 15TH EDITION. ALL STEEL

CONNECTIONS SHOWN ON THE DRAWINGS ARE CONCEPTUAL IN NATURE AND DO NOT DICTATE

DESIGN INTENT IN TERMS OF NUMBER OF BOLTS, WELD SIZES, ANGLE SIZE, ETC. THE DELGATED ENGINEER IS SOLELY RESPONSIBLE FOR THE DESIGN OF THE CONNECTIONS FOR THE CRITERIA

INDICATED ON THE DRAWINGS. CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS IN THE

CONNECTION.

4. THE FABRICATORS CONNECTION ENGINEER SHALL REVIEW AND CONFIRM IN WRITING THAT THE SHOP

DRAWINGS PROPERLY AND COMPLETELY INCORPORATE THE CONNECTION DESIGNS.

5. 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" FILLET, UNLESS OTHERWISE NOTED ON PLANS. CURRENT AWS

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

REPRESENTATIVE.

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

BOLTS WITH HARDENED CARBON STEEL WASHERS AS REQUIRED. BEAM CONNECTIONS SHALL

CONSIST OF ALL-BOLTED DOUBLE-ANGLE CONNECTIONS UNLESS NOTED OTHERWISE. SHEAR

CONNECTIONS BETWEEN BEAMS AND HSS HOLLOW COLUMNS SHALL UTILIZE WT SECTIONS OFFSET

SUCH THAT THE CENTERLINE OF THE BEAM AND CENTERLINE OF THE COLUMN ALIGN.

7. FIELD CUTTING OF STRUCTURAL STEEL MEMBERS BY ANY TRADE SHALL NOT BE PERMITTED. BOLT

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

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

9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL DRAWINGS AND DESIGN CALCULATIONS FOR ANY ALTERNATE DETAILS AND MEMBER SPLICES. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN

ENGINEER LICENSED IN THE STATE OF THE PROJECT.

10. 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.

11. PAINT ALL STEEL BELOW GRADE WITH BITUMINOUS COATING.

12. 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.

13. ALL BEAMS TO RECEIVE STUDS ON THEM (COMPOSITE BEAMS) SHALL NOT BE PAINTED ON THEIR TOP FLANGE. ALL STEEL MEMBERS TO RECEIVE FIRE PROOFING SHALL NOT BE PAINTED. COORDINATE

MEMBERS REQUIRING FIRE PROOFING WITH THE ARCHITECTURAL DRAWINGS.

14. ALL ANGLES AND BENT PLATES INDICATED TO BE CONTINUOUS SHALL HAVE SPLICES FULLY WELDED.

15. REFER TO SPECIFICATION 05 12 00 FOR ADDITIONAL INFORMATION.

16. ENDS OF ALL HSS MEMBERS IN THE HANGAR SHALL BE SEALED WITH 3/16" CAP PLATES.

17. ALL DOUBLE ANGLES SHALL HAVE BOLTED (PRETENSIONED) STITCH PLATES BETWEEN THEM THE SAME THICKNESS AS THE GUSSET PLATES AT THE CONNECTIONS. USE A MINIMUM OF 2 STITCH

PLATES AT ONE THIRD POINTS UNLESS NOTED OTHERWISE.

18. COLUMNS ALONG COLUMN LINE F SHALL NOT HAVE COLUMN SPLICES.

SHEAR STUD CONNECTOR NOTES:

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

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

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

STUD.

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.

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

SIZE, LENGTH, AND LOCATION OF SHEAR CONNECTOR STUDS.

STEEL JOIST NOTES:

1. DESIGN, FABRICATION, AND ERECTION OF JOISTS SHALL BE IN ACCORDANCE WITH SJI

SPECIFICATIONS.

2. ALL ROOF JOISTS, JOIST EXTENSIONS AND JOIST SUBSTITUTES SHALL BE DESIGNED BY THE STEEL

JOIST FABRICATOR FOR THE DESIGN LOADS NOTED ON THE DRAWINGS UNO INCLUDING:

1. ROOF COLLATERAL DEAD LOAD OF 20 PSF (10 PSF TOP CHORD/10 PSF BOTTOM

CHORD). AT MECH/ELEC AND COM ROOMS INCLUDE ADDITIONAL 25 PSF. INCLUDE

POINT LOADS FROM HANGING ITEMS (FIRE LINE, CABLE TRAYS, MECH UNITS, ETC)

CONTRACTOR COORD WITH VENDORS.

ROOF COLLATERAL DEAD LOAD OF 7 PSF FOR UPLIFT CALCULATIONS

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

DEFLECTION FOR D+L = L/360. MAX DEFLECITION FOR JOISTS NEAR PARALLEL WALLS

SHALL BE L/480.

3. NET UPLIFT PRESSURES, GROSS UPLIFT PRESSURES INDICATED ON…