W912HN-21-B-3005_DRAWINGS_VOL2.pdf

BARBINA.SEAN.ERIC.1556536194 Digitally signed by BARBINA.SEAN.ERIC.1556536194 Date: 2021.06.29 14:20:57 -04'00'

FUNK.TROY.ALAN.1039429256 Digitally signed by FUNK.TROY.ALAN.1039429256 Date: 2021.06.29 14:23:58 -04'00'

BATH.STEVEN.M.1058162643 Digitally signed by BATH.STEVEN.M.1058162643 Date: 2021.06.29 15:25:31 -04'00'

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®of Engineers

US Army Corps

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$$SYSTIME$$

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GI001 INDEX OF DRAWINGS

GI002 INDEX OF DRAWINGS

GI003 GENERAL NOTES, ABBREVIATIONS

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 DESIGN DATA

SD101 FIRST FLOOR DEMOLITION PLAN

SD102 SECOND FLOOR DEMOLITION PLAN

SD103 THIRD FLOOR DEMOLITION PLAN

SD104 ROOF DEMOLITION PLAN

SD301 WALL DEMOLITION SECTIONS

SF101 FIRST FLOOR PLAN - WEST

SF102 FIRST FLOOR PLAN - EAST

SF103 SECOND FLOOR PLAN - WEST

SF104 SECOND FLOOR PLAN - EAST

SF105 THIRD FLOOR PLAN - WEST

SF106 THIRD FLOOR PLAN - EAST

SF107 ROOF PLAN - WEST

SF108 ROOF PLAN - EAST

SF401 ENLARGED PLANS

SF402 ENLARGED PLANS

SF403 ENLARGED PLANS

SF404 ENLARGED PLANS

SF405 ENLARGED PLANS

SF406 ENLARGED PLANS

SF501 FOUNDATION DETAILS

SF502 FRAMING DETAILS

SF503 FRAMING DETAILS

SF504 FRAMING DETAILS

SF505 FRAMING DETAILS

SF506 FRAMING DETAILS

SF507 FRAMING DETAILS

SF508 FRAMING DETAILS

SF509 FRAMING DETAILS

SF510 FRAMING DETAILS

SF511 FRAMING DETAILS

SF601 FRAMING SCHEDULES

A-001 BUILDING AND LIFE SAFETY CODE ANALYSIS ( FOR REFERENCE ONLY)

A-002 FIRE PROTECTION PLAN

A-003 BUILDING AND LIFE SAFETY FLOOR PLAN ( FOR REFERENCE ONLY)

A-004 BUILDING AND LIFE SAFETY FLOOR PLAN ( FOR REFERENCE ONLY)

A-005 BUILDING AND LIFE SAFETY FLOOR PLAN ( FOR REFERENCE ONLY)

A-006 BUILDING AND LIFE SAFETY FLOOR PLAN ( FOR REFERENCE ONLY)

A-007 BUILDING AND LIFE SAFETY FLOOR PLAN ( FOR REFERENCE ONLY)

A-008 BUILDING AND LIFE SAFETY FLOOR PLAN ( FOR REFERENCE ONLY)

A-011 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS

A-012 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS

A-013 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS

AE101 FIRST FLOOR EXISTING PLAN

AE102 SECOND FLOOR EXISTING PLAN

AE103 THIRD FLOOR EXISTING PLAN

AE104 ROOF EXISTING PLAN

AD101 FIRST FLOOR DEMOLITION PLAN

AD102 SECOND FLOOR DEMOLITION PLAN

AD103 THIRD FLOOR DEMOLITION PLAN

AD104 ROOF DEMOLITION PLAN

AD201 DEMOLITION BUILDING ELEVATIONS - NORTH AND SOUTH

AD202 DEMOLITION BUILDING ELEVATIONS - EAST AND WEST

AD301 DEMOLITION BUILDING SECTIONS

AD401 DEMOLITION PLAN - TYPICAL LIVING MODULE

AD402 DEMOLITION PLAN - SERVICE MODULE

A-101 FIRST FLOOR PLAN - WEST

A-102 FIRST FLOOR PLAN - EAST

A-103 SECOND FLOOR PLAN - WEST

A-104 SECOND FLOOR PLAN - EAST

A-105 THIRD FLOOR PLAN - WEST

A-106 THIRD FLOOR PLAN - EAST

A-107 ROOF PLAN - WEST

A-108 ROOF PLAN - EAST

A-111 FIRST FLOOR REFLECTED CEILING PLAN - WEST

A-112 FIRST FLOOR REFLECTED CEILING PLAN - EAST

A-113 SECOND FLOOR REFLECTED CEILING PLAN - WEST

A-114 SECOND FLOOR REFLECTED CEILING PLAN - EAST

A-115 THIRD FLOOR REFLECTED CEILING PLAN - WEST

A-116 THIRD FLOOR REFLECTED CEILING PLAN - EAST

A-201 NORTH ELEVATION

A-202 SOUTH ELEVATION

A-203 EAST AND WEST ELEVATIONS

A-204 EXTERIOR ELEVATIONS

A-205 ENLARGED EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-303 BUILDING SECTIONS - MECHANICAL ADDITION

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-401 ENLARGED FLOOR PLAN - TYPICAL LIVING UNIT

A-402 ENLARGED FLOOR PLAN - SERVICE MODULE

A-403 ENLARGED INTERIOR ELEVATION - LIVING UNIT

A-404 ENLARGED INTERIOR ELEVATIONS - SERVICE MODULE

A-405 ENLARGED FLOOR PLANS - MECHANICAL ADDITIONS

A-406 ENLARGED FLOOR PLANS

A-407 ENLARGED FLOOR PLANS

A-408 STAIR PLANS

A-409 STAIR SECTIONS AND DETAILS

A-410 STAIR DETAILS

A-501 ROOF DETAILS

A-502 MECHANICAL ADDITION ROOF DETAILS

A-511 EXTERIOR DETAILS

A-521 INTERIOR DETAILS

A-522 MISCELLANEOUS DETAILS

A-523 MISCELLANEOUS DETAILS

A-601 PARTITION TYPES

A-602 PARTITION TYPES

A-603 DOOR SCHEDULE AND TYPES

A-604 DOOR DETAILS

A-605 DOOR DETAILS

A-606 WINDOW TYPES

A-607 WINDOW & LOUVER DETAILS

A-610 ROOM FINISH SCHEDULE

A-701 AIR BARRIER BOUNDARY PLAN

A-702 AIR BARRIER BUILDING SECTIONS

A-703 AIR BARRIER BUILDING DETAILS

A-704 AIR BARRIER BUILDING DETAILS

A-901 PERSPECTIVE VIEWS

I-101 FIRST FLOOR FURNITURE PLAN - WEST

I-102 FIRST FLOOR FURNITURE PLAN - EAST

I-103 SECOND FLOOR FURNITURE PLAN - WEST

I-104 SECOND FLOOR FURNITURE PLAN - EAST

I-105 THIRD FLOOR FURNITURE PLAN - WEST

I-106 THIRD FLOOR FURNITURE PLAN - EAST

I-501 SIGNAGE TYPICALS 1

I-502 INTERIOR FINISH LEGEND AND FINISH DETAILS

I-601 INTERIOR UNIT AND ROOM FINISH SCHEDULES

I-602 SIGNAGE SCHEDULE & DETAILS

FA001 FIRE ALARM LEGEND AND OPERATIONS MATRIX

FA101 FIRE ALARM AND MNS FIRST FLOOR PLAN - WEST

FA102 FIRE ALARM AND MNS FIRST FLOOR PLAN - EAST

FA103 FIRE ALARM AND MNS SECOND FLOOR PLAN - WEST

FA104 FIRE ALARM AND MNS SECOND FLOOR PLAN - EAST

FA105 FIRE ALARM AND MNS THIRD FLOOR PLAN - WEST

FA106 FIRE ALARM AND MNS THIRD FLOOR PLAN - EAST

FA107 FIRE ALARM AND MNS ATTIC PLAN - WEST

FA108 FIRE ALARM AND MNS ATTIC PLAN - EAST

FA401 FIRE ALARM AND MNS ENLARGED PLAN - MODULES

FA501 FIRE ALARM AND MNS DETAILS

FA601 FIRE ALARM AND MNS DIAGRAM

FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES

FX101 FIRE PROTECTION FIRST FLOOR WEST PLAN

FX102 FIRE PROTECTION FIRST FLOOR EAST PLAN

FX103 FIRE PROTECTION SECOND FLOOR WEST PLAN

FX104 FIRE PROTECTION SECOND FLOOR EAST PLAN

FX105 FIRE PROTECTION THIRD FLOOR WEST PLAN

FX106 FIRE PROTECTION THIRD FLOOR EAST PLAN

FX107 FIRE PROTECTION ATTIC WEST PLAN

FX108 FIRE PROTECTION ATTIC EAST PLAN

FX401 TYPICAL UNIT FIRE PROTECTION PLAN

FX501 FIRE PROTECTIONS DETAILS

FX502 FIRE PROTECTION DETAILS

P-001 PLUMBING LEGEND

PD101 PLUMBING 1ST FLOOR DEMOLITION PLAN

PD102 PLUMBING 2ND FLOOR DEMOLITION PLAN

PD103 PLUMBING 3RD FLOOR DEMOLITION PLAN

PD104 PLUMBING ATTIC DEMOLITION PLAN

PL101 DOMESTIC PLUMBING 1ST FLOOR PLAN - OVERALL

PL102 DOMESTIC PLUMBING 1ST FLOOR PLAN - WEST

PL103 DOMESTIC PLUMBING 1ST FLOOR PLAN - EAST

PL104 DOMESTIC PLUMBING 2ND FLOOR PLAN - WEST

PL105 DOMESTIC PLUMBING 2ND FLOOR PLAN - EAST

PL106 DOMESTIC PLUMBING 3RD FLOOR PLAN - WEST

PL107 DOMESTIC PLUMBING 3RD FLOOR PLAN - EAST

PL108 DOMESTIC PLUMBING ATTIC FLOOR PLAN - WEST

PL109 DOMESTIC PLUMBING ATTIC FLOOR PLAN - EAST

PL110 SANITARY PLUMBING 1ST FLOOR PLAN - OVERALL

PL111 SANITARY PLUMBING 1ST FLOOR PLAN - WEST

PL112 SANITARY PLUMBING 1ST FLOOR PLAN - EAST

PL113 SANITARY PLUMBING 2ND FLOOR PLAN - WEST

PL114 SANITARY PLUMBING 2ND FLOOR PLAN - EAST

PL115 SANITARY PLUMBING 3RD FLOOR PLAN - WEST

PL116 SANITARY PLUMBING 3RD FLOOR PLAN - EAST

PL117 SANITARY PLUMBING ATTIC FLOOR PLAN - WEST

PL118 SANITARY PLUMBING ATTIC FLOOR PLAN - EAST

PL401 PLUMBING ENLARGED PLANS

PL402 PLUMBING ENLARGED PLANS

PL403 PLUMBING ENLARGED PLANS

PL501 PLUMBING DETAILS

PL502 PLUMBING DETAILS

PL503 PLUMBING DETAILS

PL504 PLUMBING DETAILS

PL601 PLUMBING SCHEDULES

PL901 DOMESTIC WATER PLUMBING ISOMETRIC- OVERALL

PL902 SANITARY SEWER PLUMBING ISOMETRIC- OVERALL

PL903 TYPICAL BEDROOM ISOMETRICS

M-001 HVAC LEGEND

MD101 HVAC DEMOLITION FLOOR PLAN

MD102 HVAC DEMOLITION FLOOR PLAN

MD103 HVAC DEMOLITION FLOOR PLAN

MD104 HVAC DEMOLITION FLOOR PLAN

MH101 HVAC FIRST FLOOR PLAN - WEST

MH102 HVAC FIRST FLOOR PLAN - EAST

MH103 HVAC SECOND FLOOR PLAN - WEST

MH104 HVAC SECOND FLOOR PLAN - EAST

MH105 HVAC THIRD FLOOR PLAN - WEST

MH106 HVAC THIRD FLOOR PLAN - EAST

MH107 HVAC ATTIC FLOOR PLAN - WEST

MH108 HVAC ATTIC FLOOR PLAN - EAST

MH301 HVAC SECTIONS

MH302 HVAC SECTIONS

MH303 HVAC SECTIONS

MH401 HVAC ENLARGED PLANS

MH402 HVAC ENLARGED PLANS

MH403 HVAC ENLARGED PLANS

MH501 HVAC DETAILS

MH502 HVAC DETAILS

MH503 HVAC DETAILS

MH504 HVAC DETAILS

MH505 HVAC DETAILS

MH506 HVAC DETAILS

MH507 HVAC DETAILS

MH508 HVAC DETAILS

MH601 HVAC SCHEDULES

MH602 HVAC SCHEDULES

MH603 HVAC SCHEDULES

MH604 HVAC SCHEDULES

MI001 HVAC CONTROLS LEGEND

MI002 HVAC CONTROL GENERAL NOTES AND CONTROL POINTS SCHEDULING

MI003 HVAC CONTROL SCHEDULING INSTRUCTIONS

MI801 DOAS CONTROL SCHEMATIC

MI802 DOAS CONTROL SEQUENCE

MI803 DOAS CONTROL POINTS SCHEDULE

MI804 FCU CONTROLS

MI805 CONTROL SCHEDULES

MI806 DSS CONTROLS

MI807 EXHAUST FAN CONTROLS

MI808 DRYER BOOSTER EXHAST FAN CONTROLS

MI809 MISC CONTROL SCHEMATICS, SEQUENCES OF OPERATION, AND POINTS SCHEDULES

MI810 UNIT HEATER CONTROLS

MI811 DOMESTIC HW GENERATOR CONTROL SCHEMATICS

MI812 HYDRONIC CONTROL SCHEMATICS

MI813 HYDRONIC CONTROL POINTS

MI814 HYDRONIC CONTROL POINTS

MI815 HYDRONIC SEQUENCE OF OPERATIONS

MP101 HVAC HYDRONIC PIPING FIRST FLOOR PLAN - WEST

MP102 HVAC HYDRONIC PIPING FIRST FLOOR PLAN - EAST

MP103 HVAC HYDRONIC PIPING SECOND FLOOR PLAN - WEST

MP104 HVAC HYDRONIC PIPING SECOND FLOOR PLAN - EAST

MP105 HVAC HYDRONIC PIPING THIRD FLOOR PLAN - WEST

MP106 HVAC HYDRONIC PIPING THIRD FLOOR PLAN - EAST

MP107 HVAC HYDRONIC PIPING ATTIC FLOOR PLAN - WEST

MP108 HVAC HYDRONIC PIPING ATTIC FLOOR PLAN - EAST

MP401 HVAC HYDRONIC ENLARGED PLANS

MP402 HVAC HYDRONIC ENLARGED PLANS

MP403 HVAC HYDRONIC ENLARGED PLANS

MP901 PIPING COORDINATION

E-001 ELECTRICAL LEGEND AND NOTES

ED101 ELECTRICAL DEMOLITION FIRST FLOOR PLAN

ED102 ELECTRICAL DEMOLITION SECOND FLOOR PLAN

ED103 ELECTRICAL DEMOLITION THIRD FLOOR PLAN

ED104 ELECTRICAL DEMOLITION ATTIC PLAN

EL101 LIGHTING FIRST FLOOR PLAN - WEST

EL102 LIGHTING FIRST FLOOR PLAN - EAST

EL103 LIGHTING SECOND FLOOR PLAN - WEST

EL104 LIGHTING SECOND FLOOR PLAN - EAST

EL105 LIGHTING THIRD FLOOR PLAN - WEST

EL106 LIGHTING THIRD FLOOR PLAN - EAST

EL107 LIGHTING ATTIC PLAN - WEST

EL108 LIGHTING ATTIC PLAN - EAST

EL401 ENLARGED LIGHTING PLANS

EL501 LUMINAIRE SCHEDULE

EL502 LUMINAIRE DETAILS

EL601 LIGHTING CONTROL SCHEDULES AND DETAILS

EP101 POWER FIRST FLOOR PLAN - WEST

EP102 POWER FIRST FLOOR PLAN - EAST

EP103 POWER SECOND FLOOR PLAN - WEST

EP104 POWER SECOND FLOOR PLAN - EAST

EP105 POWER THIRD FLOOR PLAN - WEST

EP106 POWER THIRD FLOOR PLAN - EAST

EP107 POWER ATTIC PLAN - WEST

EP108 POWER ATTIC PLAN - EAST

EP401 ENLARGED ELECTRICAL PLANS

EP402 ENLARGED ELECTRICAL PLANS

EP601 POWER RISER DIAGRAM

EP602 EQUIPMENT BRANCH CIRCUIT SCHEDULE

EP701 PANEL SCHEDULES

EP702 PANEL SCHEDULES

EP703 PANEL SCHEDULES

EP704 PANEL SCHEDULES

EP705 PANEL SCHEDULES

EP706 PANEL SCHEDULES

EP707 PANEL SCHEDULES

EP708 PANEL SCHEDULES

EP709 PANEL SCHEDULES

EG101A LIGHTNING PROTECTION PLAN - WEST

EG101B LIGHTNING PROTECTION PLAN - EAST

EG501 LIGHTNING PROTECTION DETAILS

EG502 GROUDNING DETAILS

TN001 TELECOMMUNICATIONS LEGEND AND NOTES

TN101 TELECOMMUNICATIONS FIRST FLOOR PLAN - WEST

TN102 TELECOMMUNICATIONS FIRST FLOOR PLAN - EAST

TN103 TELECOMMUNICATIONS SECOND FLOOR PLAN - WEST

TN104 TELECOMMUNICATIONS SECOND FLOOR PLAN - EAST

TN105 TELECOMMUNICATIONS THIRD FLOOR PLAN - WEST

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READY TO ADVERTISE (RTA)

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TN106 TELECOMMUNICATIONS THIRD FLOOR PLAN - EAST

TN401 ENLARGED TELECOMMUNICATIONS PLANS

TN501 TELECOMMUNICATIONS DETAILS

TN601 TELECOMMUNICATIONS RISER DIAGRAMS

TN602 TELECOMMUNICATIONS WALL DIAGARMS

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

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 SEQUENCE NUMBER

SHEET TYPE DESIGNATOR

DISCIPLINE DESIGNATOR

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US Army Corps of Engineers ®

D

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GENERAL NOTES:

G-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.

G-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, LOADINGS AND SAFETY.

G-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.

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

OFFICER PRIOR TO BEGINNING WORK IN IMPACTED AREAS.

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. 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-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.

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

CIRCUMSTANCE.

G-9. DO NOT SCALE DRAWINGS.

FOUNDATION AND SLAB NOTES (CONT):

F-2. FOUNDATIONS ARE DESIGNED TO BEAR ON SOIL CAPABLE OF SUPPORTING AN ALLOWABLE BEARING

PRESSURE OF 1500 PSF.

F-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.

F-4. ALL EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY S URROUNDING 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. CONTINOUS FOOTINGS SHALL BE LOWERED AS REQUIRED TO PASS UNDER UTILITY LINES. STEP CONTINUOUS FOOTINGS DOWN AS SHOWN IN THE "TYPICAL STEPPED FOOTING DETAIL" ON SB50X.

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

GRADE.

CONCRETE CONSTRUCTION NOTES:

C-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 301-14) 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 IN SCHEDULE ON SB601 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 EQUALLY SPACED OR NEARLY SO, WITH A MAXIMUM SPACING OF 15'-0". 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.

DESIGN CODE NOTES:

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

SPECIFICATIONS:

A. UFC 1-200-01, DOD BUILDING CODE, (01 OCT 2020)

B. UFC 3-301-01, STRUCTURAL ENGINEERING, (01 OCT 2019)

C. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, (19 AUG 2020)

D. IEBC 2018, INTERNATIONAL EXISTING BUILDING CODE

E. ICSSC RP8 / NIST GCR 11-917-12, STANDARDS OF SEISMIC SAFETY FOR EXISTING

FEDERALLY OWNED AND LEASED BUILDINGS

F. ASCE 41-17, SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS

G. IBC 2018, INTERNATIONAL BUILDING CODE

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

I. TMS 402/602-16, BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY

STRUCTURES

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

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

L. AISI S100-16, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED

STEEL STRUCTURAL MEMBERS.

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

ROOF DECK

N. STEEL JOIST INSTITUTE, HISTORIC SPECIFICATIONS, LOAD TABLES, AND WEIGHT

TABLES FOR STEEL JOIST AND JOIST GIRDERS

DESIGN LOAD CRITERIA:

D-2. SLAB-ON-GRADE LIVE LOADS:

SLAB-ON-GRADE 150 PSF

D-3. ELEVATED FLOOR LIVE LOADS:

EXISTING CONSTRUCTION (RECORD DRAWING S-1, FILE NO. GOR 21-03-13, DATED 23 FEB 1973)

ROOF (CONVERTED TO ATTIC) 20 PSF

LIVING ROOMS 40 PSF

BEDROOMS 40 PSF

TOILETS 40 PSF

DAY ROOMS 100 PSF

SERVICE MODULES 100 PSF

STAIRS AND LANDINGS 100 PSF

MECHANICAL ROOMS 125 PSF

NEW CONSTRUCTION

ELEVATED CORRIDORS UNO 80 PSF

STAIRS AND LANDINGS 100 PSF

STORAGE ROOMS 125 PSF

MECHANICAL, ELECTRICAL ROOMS 150 PSF

D-4. ATTIC LIVE LOAD: 20 PSF

D-5. ROOF LIVE LOAD: 20 PSF

D-6. SNOW LOADS:

RISK CATEGORY II

SNOW IMPORTANCE FACTOR, Is 1.0 MINIMUM GROUND SNOW LOAD, Pg 5 PSF

FROST PENETRATION DEPTH 0 IN

SNOW EXPOSURE FACTOR, Ce 0.9 SNOW THERMAL FACTOR, Ct 1.0

BALANCED SNOW LOADING:

SLOPED ROOF SNOW LOAD (4"/12" ROOF) 3 PSF

SNOW DRIFT LOADING: (HEADWALLS)

SEE S-003

D-7. WIND LOADS:

RISK CATEGORY II

BASIC WIND SPEED, V 112 MPH (ULTIMATE)

87 MPH (SERVICE)

WIND EXPOSURE CATEGORY C

GUST EFFECT FACTOR, G 0.85

INTERNAL PRESSURE COEFFICIENTS, GCpi +/- 0.18

D-8. SEISMIC LOADS:

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR, Ie 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.254

MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.094

SITE CLASS C

DESIGN SPECTRAL RESPONSE ACCELERATION, Sds 0.220 DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 0.094

SEISMIC DESIGN CATEGORY B

SEISMIC ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

DESIGN LOAD CRITERIA (CONT):

D-8. SEISMIC LOADS (CONT):

SEISMIC-FORCE RESISTING SYSTEM ORDINARY PLAIN MASONRY

SHEAR WALLS (EXISTING)

RESPONSE MODIFICATION FACTOR, R 1.5

SYSTEM OVERSTRENGTH FACTOR 2.5

DEFLECTION AMPLIFICATION FACTOR, Cd 1.25

SEISMIC-FORCE RESISTING SYSTEM ORDINARY REINFORCED CONCRETE

SHEAR WALLS (EXISTING)

RESPONSE MODIFICATION FACTOR, R 4.0

SYSTEM OVERSTRENGTH FACTOR 2.5

DEFLECTION AMPLIFICATION FACTOR, Cd 4.0

SEISMIC-FORCE RESISTING SYSTEM ORDINARY REINFORCED MASONRY

SHEAR WALLS (NEW CONSTRUCTION)

RESPONSE MODIFICATION FACTOR, R 2.0

SYSTEM OVERSTRENGTH FACTOR 2.5

DEFLECTION AMPLIFICATION FACTOR, Cd 1.75

SEISMIC-FORCE RESISTING SYSTEM STEEL ORDINARY MOMENT FRAMES

(NEW CONSTRUCTION)

RESPONSE MODIFICATION FACTOR, R 3.5

SYSTEM OVERSTRENGTH FACTOR 3.0

DEFLECTION AMPLIFICATION FACTOR, Cd 3.0

D-9. ANTI-TERRORISM/FORCE PROTECTION CRITERIA:

NEW BUILDING LOCATION WITHIN A CONTROLLED PERIMETER

BUILDING CATEGORY PRIMARY GATHERING BUILDING

DESIGN LEVEL OF PROTECTION (LOP) LOW (VLOP) BILLETING

PROGRESSIVE COLLAPSE CRITERIA APPLIES NO (EXEMPT, EXISTING BUILDING)

SPECIAL INSPECTION NOTES:

SI-1. INSPECTION OF FABRICATORS SHALL BE CONDUCTED IN ACCORDANCE WITH

IBC 2018, SECTION 1704.2.5.

SI-2. INSPECTION OF STEEL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE

WITH IBC 2018, SECTION 1705.2.

SI-3. INSPECTION OF CONCRETE CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE

WITH IBC 2018, SECTION 1705.3 AND TABLE 1705.3.

SI-4. INSPECTION OF MASONRY CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE

WITH IBC 2018, SECTION 1705.4.

SI-5. INCLUDE SPECIAL INSPECTIONS REQUIREMENTS IN CONTRACTOR'S QUALITY

CONTROL (CQC) PLAN.

SI-6. THE CONTRACTOR SHALL RETAIN THIRD PARTY QUALITY ASSURANCE AGENCIES

TO CONDUCT SPECIAL INSPECTIONS REQUIRED BY IBC. INSPECTING AGENCY

SHALL PROVIDE REPORTS OF SPECIAL INSPECTIONS DIRECTLY TO THE GOVERNMENT.

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, REPAIR BARRACK

BUILDING 315, FY 21, LI 95039, FT GORDON, GA", DATED APRIL 2021.

SHEET ID

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STRUCTURAL ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

BCX BOTTOM CHORD EXTENSION

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

CFS COLD-FORMED STEEL

CJ CONTRACTION JOINT

CL CENTER LINE

CLR CLEAR

COL COLUMN

CONN CONNECTION

CONC CONCRETE

CONT CONTINUOUS

CONSTR CONSTRUCTION

DEG DEGREE

DIA DIAMETER

DWG(S) DRAWING(S)

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EOC EDGE OF CONCRETE

EOD EDGE OF DECK

EOS EDGE OF SLAB

ES EACH SIDE

EQ EQUAL

EW EACH WAY

FF FINISHED FLOOR

FTG FOOTING

GA GAGE

GALV GALVANIZED

HGT HEIGHT

HORIZ HORIZONTAL

IJ ISOLATION JOINT

JS JOIST SEAT

KIP (k) 1000 POUNDS

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MNFR 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

SIM SIMILAR

SOG SLAB ON GRADE

SPCG SPACING

STD STANDARD

TCX TOP CHORD EXTENSION

T&B TOP AND BOTTOM

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

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

SLAB DEPRESSION

BRICK WALL

CONCRETE ELEMENT

EARTH FILL

GROUT

CONCRETE MASONRY UNIT (CMU)

POROUS FILL

WELDED WIRE FABRIC (WWF)

STEEL FRAMING REFERENCE

WXxXX [XX]

DN

X

[+/- X’-X”]

X

[+/- X’-X”]

AISC SHAPE

DESIGNATION

INDICATES # OF SHEAR STUDS

WELDED TO TOP FLANGE OF

BEAM PER GENERAL NOTES

HSSXxX

BPX

AISC COLUMN

DESIGNATION

BASE PLATE MARK,

STEEL COLUMN

BF#X

BRACED/MOMENT

FRAME NUMBER

BRACED FRAME

DESIGNATION

MOMENT FRAME

DESIGNATION

(X) (X)

BEAM END

REACTION

COLD-FORMED STEEL NOTES:

CF-1. THE ROOF LAYOUT AND COMPONENTS SHOWN ON THE DRAWINGS ARE FOR GENERAL

CONFIGURATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES,

DIMENSIONS, CONNECTION DETAILS, ETC. NECESSARY FOR THE COMPLETE DESIGN,

FABRICATION, AND ERECTION OF THE ROOF FRAMING SYSTEM. THE CONTRACTOR SHALL

COORDINATE THE DESIGN WITH THE ARCHITECTURAL PLANS, ELEVATIONS, AND DETAILS.

CF-2. COLD-FORMED TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON

AND STEEL INSTITUTE (AISI) SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS.

CF-3. ALL CALCULATIONS AND DRAWINGS USED IN THE DESIGN OF COLD-FORMED TRUSSES

SHALL BE SIGNED AND STAMPED BY A PROFESSIONAL ENGINEER AND SUBMITTED FOR

APPROVAL. IN ADDITION TO THE CALCULATIONS, THE SUBMITTAL SHALL INCLUDE DETAILS

OF THE LAYOUT, ERECTION PLAN, BOTH TEMPORARY AND PERMANENT BRACING, BRIDGING,

OUTRIGGERS, AND CONNECTIONS INCLUDING DIAPHRAGM FORCES.

CF-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.

CF-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.

CF-6. COLD-FORMED TRUSS TOP CHORDS SHALL HAVE A MINIMUM 54 MIL THICKNESS (16 GA).

CF-7. COLD-FORMED STEEL MEMBERS SHALL BE Fy=33KSI FOR MEMBERS 43 MILS (18 GA) AND LIGHTER AND Fy=50KSI FOR MEMBERS 54 MILS (16 GA) AND HEAVIER.

CF-8. ALL WELDING OF COLD-FORMED STEEL SHALL COMPLY WITH AWS D1.1 AND AWS D1.3 FOR

WELDING BASE MATERIAL LESS THAN 1/8" THICK.

CF-9. TRUSS DEFLECTION SHALL BE LIMITED TO:

LIVE LOAD - L/240

SNOW LOAD OR WIND LOAD - L/240

DEAD LOAD + LIVE LOAD - L/240

CF-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.

STEEL CONSTRUCTION NOTES:

S-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.

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

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

B. PLATES AND ANGLES ASTM A36

C. HIGH STRENGTH BOLTS ASTM F3125, GRADE A325

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

S-3. 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-4. 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.

S-5. ALL FIELD-BOLTED SHEAR CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE.

S-6. 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-7. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL DRAWINGS AND DESIGN CALCULATIONS FOR ANY

ALTERNATE DETAILS AND MEMBER SPLICES.

S-8. 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-9. PAINT ALL STEEL BELOW FINISH FLOOR WITH BITUMINOUS COATING.

S-10. 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.

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 #12 SELF TAPPING SCREWS AT A 36/4 PATTERN

TO SUPPORT STRUCTURE AND #12 SELF TAPPING SCREWS AT 12 OC AT SIDE LAP

CONNECTIONS. SEE ROOF EAVE/RAKE SECTIONS FOR PERIMETER FASTENING

REQUIREMENTS.

SD-2. COMPOSITE FLOOR DECK FOR SHALL BE GALVANIZED STEEL CONFORMING TO ASTM 653

WITH A MINIMUM YIELD STRENGTH OF 50 KSI. COMPOSITE STEEL FLOOR DECK SHALL BE AS

SHOWN ON DRAWINGS. COMPOSITE FLOOR DECK SHALL BE FASTENED TO THE SUPPORTING

STRUCTURE WITH #12 SELF TAPPING SCREWS AT A 36/4 PATTERN TO SUPPORT STRUCTURE

AND #12 SELF TAPPING SCREWS AT 12 OC AT SIDE LAP CONNECTIONS. FASTEN PERIMETER

AND DISCONTINUOUS SIDE OF FLOOR DECK TO SUPPORTING STRUCTURE WITH #12 SELF

TAPPING SCREWS AT 12 OC.

SD-3. NON-COMPOSITE FLOOR DECK FOR SHALL BE GALVANIZED STEEL CONFORMING TO ASTM 653

WITH A MINIMUM YIELD STRENGTH OF 60 KSI. NON-COMPOSITE STEEL FLOOR DECK SHALL BE

AS SHOWN ON DRAWINGS. COMPOSITE FLOOR DECK SHALL BE FASTENED TO THE

SUPPORTING STRUCTURE WITH #12 SELF TAPPING SCREWS AT A 36/4 PATTERN TO SUPPORT

STRUCTURE AND #12 SELF TAPPING SCREWS AT 12 OC AT SIDE LAP CONNECTIONS. FASTEN

PERIMETER AND DISCONTINUOUS SIDE OF FLOOR DECK TO SUPPORTING STRUCTURE WITH

#12 SELF TAPPING SCREWS AT 12 OC.

SD-4. 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-5. CONTRACTOR SHALL COORDINATE OPENINGS IN STEEL DECK WITH ARCHITECTURAL,

MECHANICAL, AND ELECTRICAL DRAWINGS PRIOR TO DECK PLACEMENT.

SD-6. HANGING LOADS DIRECTLY FROM ROOF DECK IS PROHIBITED.

SD-7. STEEL DECK SHALL SPAN CONTINUOUSLY OVER A MINIMUM OF 4 SUPPORTS (3 SPANS) UNO.

POST INSTALLED ANCHOR NOTES:

P-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.

P-2. 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. 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.

P-3. ALL ANCHORS INTO CONCRETE SHALL BE APPROVED FOR USE IN CRACKED CONCRETE AND SHALL BE DESIGNED

FOR CRACKED CONCRETE UNO.

P-4. SEE SECTIONS AND DETAILS WHERE ANCHORS SHALL SUPPORT COMBINED SHEAR AND TENSION LOADS.

P-5. FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION OF ALL POST INSTALLED ANCHORS.

P-6. CONTRACTOR SHALL LOCATE REBAR IN CONCRETE PRIOR TO DRILLING HOLES SO AS TO NOT DAMAGE THE

REINFORCING STEEL.

STEEL JOIST NOTES (CONT):

SJ-6. PROVIDE TOP CHORD EXTENSIONS WHERE NOTED ON DRAWINGS.

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, JOIST EXTENSIONS AND JOIST SUBSTITUTES SHALL BE DESIGNED TO THE

INDICATED SLOPES. ROOF JOISTS SIZES SHOWN ON DRAWINGS ARE PROVIDED FOR

ESTIMATING PURPOSES, HOWEVER SHALL BE MINIMUM REQUIRED AND ANY CHANGE

REQUIRED SHALL BE SUBJECT TO CONTRACTING OFFICER APPROVAL.

SJ-9. 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.

SJ-10.JOISTS SHALL BE CONNECTED TO THE SUPPORTING STEEL IN ACCORDANCE WITH SJI

SPECIFICATIONS AND PROJECT CRITERIA NOTED ON DRAWINGS.

SJ-11.SWAY (DIAGONAL) BRACING FOR SUSPENDED MECHANICAL EQUIPMENT SHALL BE

ATTACHED TO THE TOP CHORD OF THE JOISTS AND NOT THE BOTTOM CHORD.

MASONRY CONSTRUCTION NOTES:

M-1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (TMS 402-16) AND "SPECIFICATION FOR MASONRY STRUCTURES" (TMS 602-16).

M-2. DESIGN MASONRY ASSEMBLAGE STRENGTH, f'm = 2000 PSI.

M-3. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND BE MANUFACTURED WITH NORMAL WEIGHT AGGREGATE. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE

A MINIMUM OF 2650 PSI.

M-4. GROUT SHALL CONFORM TO ASTM C476 AND SHALL NOT CONTAIN ADMIXTURES. GROUT SHALL ATTAIN

A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2500 PSI.

M-5. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60 AND

SHALL HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI 315. SHOP FABRICATE

REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR HOOKED.

M-6. LOCATE JOINT REINFORCEMENT 16 INCHES ON CENTER VERTICALLY AND ADDITIONALLY AT THE TOP OF ALL FOUNDATIONS AND IN THE TWO JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS, EXTENDING A MINIMUM OF 24 INCHES BEYOND THE JAMB ON EACH SIDE.

M-7. PLACE PIPES AND CONDUITS PASSING HORIZONTALLY THROUGH MASONRY IN STEEL OR PVC SLEEVES

OR CORED HOLES UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

M-8. ALUMINUM CONDUITS, PIPES, AND ACCESSORIES SHALL NOT BE EMBEDDED IN MASONRY GROUT, OR

MORTAR, UNLESS EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-CEMENT CHEMICAL

REACTION OR ELECTROLYTIC REACTION BETWEEN ALUMINUM AND STEEL.

M-9. UNLESS OTHERWISE NOTED OR DETAILED, CENTER WALL REINFORCEMENT IN BLOCK CELLS. USE

NONMETALLIC BAR POSITIONERS.

M-10. PROVIDE DOWEL REINFORCEMENT FROM WALLS INTO FOUNDATION OF SAME SIZE AND SPACING AS VERTICAL WALL REINFORCEMENT. LAP WALL REINFORCEMENT AS INDICATED IN SCHEDULE ON SF601.

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

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

1. ROOF COLLATERAL DEAD LOAD OF 15 PSF

ROOF COLLATERAL DEAD LOAD OF 7 PSF FOR UPLIFT CALCULATIONS

2. ROOF LIVE LOAD OF 20 PSF

3. BALANCED SNOW AND SNOW DRIFT LOADS, SEE S-001 AND S-003

4. NET UPLIFT PRESSURES, GROSS UPLIFT PRESSURES INDICATED ON S-003

5. POSITIVE WIND PRESSURES INDICATED ON S-003

SJ-3. JOIST SEATS SHALL BE DESIGNED TO RESIST A LATERAL LOAD APPLIED AT THE TOP

CHORD AT THE JOIST SEAT, PERPENDICULAR TO THE JOIST SPAN (ROLLOVER). PROVIDE A

MINIMUM ROLLOVER CAPACITY OF 1,000 LBS. NON-STANDARD JOIST SEATS ABOVE

SPANDREL BEAM ARE EXCLUDED FROM ROLLOVER DESIGN, SEE DETAILS FOR LOCATIONS.

SJ-4. LIVE LOAD DEFLECTION OF JOISTS SHALL BE LIMITED TO L/240.

SJ-5. DO NOT CAMBER JOISTS.

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7' - 0"

3 PSF

26 PSF MAX INTENSITY OF SURCHARGE LOAD

MECHANICAL ADDITION ROOF

SNOW DRIFT LOADING

aa a a a

BARRACKS COMPONENT AND CLADDING WIND PRESSURES (PSF)

10 SF

EFFECTIVE

WIND

AREA

WALLOVERHANG ZONES

1. GROSS WIND PRESSURES SHOWN ABOVE ARE PREDICATED ON ULTIMATE WIND SPEED.

2. EDGE ZONES: 'a' = 10'-0"

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

SECTIONS 2.3 AND 2.4 OF ASCE 7-16.

4. POSITIVE WIND PRESSURES REPRESENT WIND PRESSURES ACTING TOWARDS THE COMPONENT AND

CLADDING SURFACES.

5. NEGATIVE WIND PRESSURES REPRESENT WIND PRESSURES ACTING AWAY FROM THE COMPONENT

AND CLADDING SURFACES.

20 SF

50 SF

100 SF

+20 / -88 +33 / -35

+32 / -34

+29 / -32

+27 / -30

-74

-74

-58

-46

200 SF +26 / -29-46

500 SF +26 / -29-46

2N, 2R, 3E

+18 / -76

+16 / -60

+13 / -48

+13 / -36

+33 / -44

+32 / -41

+29 / -37

+27 / -34

+26 / -31

+26 / -31

1, 2E 3E 4 5

ROOF ZONES

+13 / -32

-102

-93

-81

-74

-63

-60

2N, 2R

-118

-103

-81

-66

-51

-46

3R

-135

-118

-88

-68

-68

-68

+20 / -104

3R

+18 / -90

+16 / -70

+13 / -55

+13 / -55

+13 / -55

+20 / -60

1, 2E

+18 / -60

+16 / -35

+13 / -19

+13 / -19

+13 / -19

ZONE 2N, 2R, 3E

ZONE 3'

ZONE 1, 2E

ZONE 3R

WALLROOF

ZONE 5

ZONE 4

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SNOW DRIFT LOAD (SDL) DIAGRAMS1

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COMPONENTS AND CLADDING WIND PRESSURES2

(NTS)

(NTS)

2 21

4 4

4 4

4 4

4 4

4 4

4 4

3 3

6 6

6 6

6 6

2 2

2 2

2 2 2 2

2 2

SD301

SD301

SD301

SD301

SD301

SD301

1. SEE ARCHITECTURE, MECHANICAL, PLUMBING, AND

ELECTRIAL DRAWINGS FOR ADDITIONAL DEMOLITION

INFORMATION.

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GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

C:\Users\K6ENXCTA\Desktop\Tele-Work Revit Projects\Ft. Gordon\Bldg 315 Renovation\Drawings\FY21_PN95039_BLDG315_STRUCT_R18_TW Current.rvt

6/24/2021 6:30:45 PM

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FIRST FLOOR DEMOLITION PLAN1

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DEMOLITION KEY NOTES

NOTE # NOTE TEXT

1 REMOVE EXISTING STAIRS AND LANDINGS

2 REMOVE EXISTING CANTILEVERED WALL SECTION

3 REMOVE EXISTING SLAB ON GRADE

4 REMOVE EXISTING SITE WALL

5 REMOVE EXISTING CMU WALL AND FOUNDATION

6 REMOVE EXISTING FLUTED CMU VENEER

7 REMOVE EXISTING ROOF AND SUPPORTING STRUCTURE

8 6 2 0 8 164

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1. SEE ARCHITECTURE, MECHANICAL, PLUMBING, AND

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INFORMATION.

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