W912HN-18-B-3003_VOL2.pdf

SHEET ID. TITLE

INDEX OF DRAWINGS - VOLUME

TITLE TITLESHEET ID. SHEET ID.

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

S I

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6ENDKRW\Documents\FY18PN80855_PROJ_R15_K6ENDKRW.rvt

3/1/2018 7:14:42 AM

M

AR

C H

W

2H N

-1 8-

R -3

XX

X

YY

Y

Au th or

XX

X

YY

Y

C

AT

C O

D E

G-002

IN

D

EX

O

F D

R A W

IN

G

S

SA

VA

N N

AH

D

IS

TR

IC

T

Sa va nn ah

, G e o rg ia

F O R

T

BE

N N

IN

G

, G

EO

R G

I A

TR

A I N

IN

G

S U

PP

O

R T

FA

C

IL

IT

Y P N

5 5

XX

X

YY

Y

ISSUED FOR CONSTRUCTION

E-001 LEGEND AND NOTES

E-002 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

EG101 LIGHTNING PROTECTION PLAN

EG102 LIGHTNING PROTECTION PLAN

EG501 LIGHTNING PROTECTION DETAILS

EG502 GROUNDING DETAILS

EL101 LIGHTING PLAN AREA A

EL102 LIGHTING PLAN AREA B

EL103 LIGHTING PLAN AREA C

EL104 LIGHTING PLAN AREA D

EL105 LIGHTING PLAN AREA E

EL501 LIGHT FIXTURE SCHEDULE AND DETAILS

EL601 LIGHTING CONTROL STRATEGY SCHEDULE AND DIAGRAMS

EL602 EMERGENCY LIGHTING INVERTER SCHEDULE(NO USED)

EP101 POWER PLAN AREA A

EP102 POWER PLAN AREA B

EP103 POWER PLAN AREA C

EP104 POWER PLAN AREA D

EP105 POWER PLAN AREA E

EP106 EQUIPMENT POWER PLAN AREA A

EP107 EQUIPMENT POWER PLAN AREA B

EP108 EQUIPMENT POWER PLAN AREA C

EP109 EQUIPMENT POWER PLAN AREA D

EP110 EQUIPMENT POWER PLAN AREA E

EP601 POWER RISER DIAGRAM

EP602 PANEL SCHEDULES

EP603 PANEL SCHEDULES

EP604 PANEL SCHEDULES

EP605 ELECTRICAL METERING DETAILS

EP606 MOTOR FEEDER SCHEDULE

EY101 SPECIAL SYSTEMS PLAN A

EY102 SPECIAL SYSTEMS PLAN B

EY103 SPECIAL SYSTEMS PLAN C

EY104 SPECIAL SYSTEMS PLAN D

EY105 SPECIAL SYSTEMS PLAN E

EY601 SPECIAL SYSTEMS RISER DIAGRAMS

EY602 SPECIAL SYSTEM SINGLE-LINE

T-001 COMMUNICATIONS LEGEND AND GENERAL NOTES

TN101 COMMUNICATIONS PLAN AREA E

TN501 COMMUNICATIONS DETAILS

TN601 COMMUNICATIONS DIAGRAMS

FA103 FIRE ALARM AND MNS FLOOR PLAN AREA C

FA104 FIRE ALARM AND MNS FLOOR PLAN AREA D

FA105 FIRE ALARM AND MNS FLOOR PLAN AREA E

FA601 FIRE ALARM AND MNS DIAGRAM

FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES

FX100 FIRE PROTECTION FLOOR PLAN - COMPOSITE

FX101 FIRE PROTECTION FLOOR PLAN - PART A

FX102 FIRE PROTECTION FLOOR PLAN - PART B & C

FX103 FIRE PROTECTION FLOOR PLAN - PARTS D & E

FX501 FIRE PROTECTION DETAILS I

FX502 FIRE PROTECTION DETAILS II

FX503 FIRE PROTECTION DETAILS III

P-001 PLUMBING LEGEND

PL101 PLUMBING DOMESTIC WATER PLAN - PART A

PL102 PLUMBING DOMESTIC WATER PLAN - PART B

PL103 PLUMBING DOMESTIC WATER PLAN - PART C

PL104 PLUMBING DOMESTIC WATER PLAN - PART D

PL105 PLUMBING DOMESTIC WATER PLAN - PART E

PL111 PLUMBING SANITARY SEWER PLAN - PART E

PL121 PLUMBING NATURAL GAS PLAN - PART E

PL301 PLUMBING SECTIONS

PL401 PLUMBING ENLARGED PLANS I

PL402 PLUMBING ENLARGED PLANS II

PL501 PLUMBING DETAILS I

PL502 PLUMBING DETAILS II

PL503 PLUMBING DETAILS III

PL601 PLUMBING SCHEDULES

PL901 PLUMBING DOMESTIC WATER ISOMETRICS

PL902 PLUMBING SANITARY SEWER ISOMETRICS

M-001 HVAC LEGEND

MH101 HVAC DUCTWORK PLAN - PART A

MH102 HVAC DUCTWORK PLAN - PART B

MH103 HVAC DUCTWORK PLAN - PART C

MH104 HVAC DUCTWORK PLAN - PART D

MH105 HVAC DUCTWORK PLAN - PART E

MH111 HVAC THERMOSTAT, HUMIDISTAT & SENSOR PLAN - PART A

MH112 HVAC THERMOSTAT, HUMIDISTAT & SENSOR PLAN - PART B

MH113 HVAC THERMOSTAT, HUMIDISTAT & SENSOR PLAN - PART C

MH114 HVAC THERMOSTAT, HUMIDISTAT & SENSOR PLAN - PART D

MH115 HVAC THERMOSTAT, HUMIDISTAT & SENSOR PLAN - PART E

MH301 HVAC SECTIONS I

MH302 HVAC SECTIONS II

MH303 HVAC SECTIONS III

MH304 HVAC SECTIONS IV

MH305 HVAC SECTIONS V

MH401 HVAC ENLARGED DUCTWORK PLANS

MH402 HVAC ENLARGED HYDRONIC PIPING PLANS

MH403 HVAC ENLARGED MECH ROOM ROOF PLAN

MH501 HVAC DETAILS I

MH502 HVAC DETAILS II

MH503 HVAC DETAILS III

MH504 HVAC DETAILS IV

MH505 HVAC DETAILS V

MH506 HVAC DETAILS VI

MH601 HVAC SCHEDULES I

MH602 HVAC SCHEDULES II

MH701 HYDRONIC CHILLED WATER PIPING SCHEMATIC

MH702 HYDRONIC HOT WATER PIPING SCHEMATIC

MI001 HVAC CONTROLS LEGEND

MI002 HVAC CONTROLS GENERAL NOTES

MI003 HVAC CONTROLS SCHEDULING INSTRUCTIONS

MI801 AHU-01 & AHU-02 CONTROL SCHEMATIC

MI802 AHU-01 & AHU-02 CONTROL SEQUENCE OF OPERATION

MI803 AHU-01 & AHU-02 CONTROL SCHEDULES

MI804 AHU-01 & AHU-02 CONTROL POINTS SCHEDULE

MI805 DOAS-01 CONTROL SCHEMATIC

MI806 DOAS-01 CONTROL SEQUENCE OF OPERATION

MI807 DOAS-01 CONTROL SCHEDULES

MI808 DOAS-01 CONTROL POINTS SCHEDULE

MI809 MISCELLANEOUS CONTROL SCHEMATICS

MI810 MISCELLANEOUS SEQUENCES OF OPERATION

MI811 MISCELLANEOUS CONTROL POINTS SCHEDULES

MI812 MISCELLANEOUS CONTROL POINTS SCHEDULES

MI813 MISCELLANEOUS CONTROL POINTS SCHEDULES

MI814 MISCELLANEOUS CONTROL POINTS SCHEDULES

MI815 BOILER CONTROL SCHEMATIC AND SEQUENCE OF OPERATION

MI816 BOILER CONTROL POINTS SCHEDULE

MI817 CHILLER CONTROL SCHEMATIC AND SEQUENCE OF OPERATION

MI818 CHILLER CONTROL POINTS SCHEDULE

MI819 DOM. HOT WATER CONTROL SCHEMATIC, SEQUENCE OF OPERATION, & POINTS SCHEDULE

MI820 HUMIDIFIER CONTROL SCHEMATIC, SEQUENCE OF OPERATION & POINTS SCHEDULE

MP101 HVAC HYDRONIC PIPING PLAN - PART E

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003 GENERAL NOTES, ABBREVIATIONS

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

SB101 FLOOR PLAN - COMPOSITE

SB102 FLOOR PLAN - PART A

SB103 FLOOR PLAN - PART B

SB104 FLOOR PLAN - PART C

SB105 FLOOR PLAN - PART D

SB106 FLOOR PLAN - PART E

SB501 FOUNDATION DETAILS

SB502 FOUNDATION DETAILS

SB601 FOUNDATION SCHEDULES

SF101 ROOF FRAMING PLAN - COMPOSITE

SF102 ROOF FRAMING PLAN - PART A

SF103 ROOF FRAMING PLAN - PART B

SF104 ROOF FRAMING PLAN - PART C

SF105 ROOF FRAMING PLAN - PART D

SF106 ROOF FRAMING PLAN - PART E

SF301 FRAMING SECTIONS

SF302 FRAMING SECTIONS

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

SF503 STRUCTURAL DETAILS

SF504 TYPICAL STRUCTURAL DETAILS

SF601 WALL SCHEDULES

A-101 COMPOSITE PLAN

A-101A DIMENSION PLAN

A-102 FLOOR PLAN - PART A

A-103 FLOOR PLAN - PART B

A-104 FLOOR PLAN - PART C

A-105 FLOOR PLAN - PART D

A-106 FLOOR PLAN - PART E

A-107 ROOF PLAN

A-108 REFLECTED CEILING PLAN

A-109 FLOOR FINISH PLAN

A-201 COMPOSITE ELEVATIONS

A-202 ENLARGED EXTERIOR ELEVATION - NORTH

A-203 ENLARGED EXTERIOR ELEVATION - SOUTH

A-301 BUILDING CROSS SECTION

A-302 BUILDING LONGITUDINAL SECTION

A-310 WALL SECTIONS

A-320 WALL DETAILS

A-321 WALL DETAILS

A-401 ENLARGED PLANS & INTERIOR ELEVATIONS

A-402 INTERIOR ELEVATIONS

A-500 ROOF DETAILS

A-501 ROOF DETAILS - SKYLIGHT

A-510 WALL / PARTITION TYPES

A-511 PARTITION TYPE NOTES / DETAILS

A-520 INTERIOR DETAILS

A-521 PLAN DETAILS

A-529 CEILING DETAILS SEISMIC

A-530 MISC. DETAILS

A-600 ROOM FINISH SCHEDULE

A-601 DOOR SCHEDULE AND LEGEND

A-602 DOOR DETAILS - EXTERIOR I

A-603 DOOR DETAILS - EXTERIOR II

A-604 DOOR DETAILS - INTERIOR I

A-605 DOOR DETAILS - INTERIOR II

A-606 WINDOW & LOUVER TYPES

A-607 WINDOW & LOUVER DETAILS

A-701 LIFE SAFETY PLAN

A-702 LIFE SAFETY DETAILS I

A-703 LIFE SAFETY DETAILS II

A-704 LIFE SAFETY DETAILS III

A-705 LIFE SAFETY DETAILS IV

A-706 LIFE SAFETY DETAILS V

A-800 AIR BARRIER PLAN AND NOTES

A-801 AIR BARRIER BLDG SECTIONS

A-802 AIR BARRIER BLDG SECTIONS II

A-803 AIR BARRIER SECTIONS

A-804 AIR BARRIER DETAILS I

A-810 AIR BARRIER SF CALCS

I-111 FURNITURE PLAN

I-501 SIGNAGE TYPICALS

I-611 ROOM FINISH SCHEDULE, FINISH LEGEND, & DETAILS

I-621 SIGNAGE SCHEDULE & DETAILS

FA001 FIRE ALARM LEGEND AND OPERATIONS MATRIX

FA101 FIRE ALARM AND MNS FLOOR PLAN AREA A

FA102 FIRE ALARM AND MNS FLOOR PLAN AREA B

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

SHEET LOGICMATERIALS

EARTH

DRAWING ABBREVIATIONS GENERAL NOTES

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

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE, CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

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

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

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

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

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

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-

REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GWB GYPSUM WALL BOARD

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

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

HB HOSE BIBB

HC HANDICAPPED

HDPE HIGH DENSITY

POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HYDR HYDRAULIC

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

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

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

JAN JANITOR

JT JOINT

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

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

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

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LG LIGHT GAUGE

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

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

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTD MOUNTED

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE

WATERPROOFING

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

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE

PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

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

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

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

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PREFIN PREFINISHED

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PWR POWER

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

QT QUARRY TILE

QTY QUANTITY

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

RB RESILIENT BASE

RBM REINFORCED BRICK

MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

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

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

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

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL SHEET METAL

FLASH (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS STAINLESS STEEL

SSMR STANDING SEAM METAL ROOF

ST STAIRS

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

STRUC STRUCTURAL

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SIDEWALK

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

T TREAD

T/S TUB/SHOWER

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

TH THICK

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TYP TYPICAL

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

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER

LABORATORIES

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER

SYSTEM

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

VAV VARIABLE AIR VOLUME/UNIT

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VTR VENT THRU ROOF

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

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

W/O WITHOUT

WWF WELDED WIRE FABRIC

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

XFMR TRANSFORMER

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

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL

SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH

DISABILITIES ACT

ADJ ADJACENT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED

CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AWT ACOUSTICAL WALL

TREATMENT

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

B LABEL CLASS B DOOR

BALC BALCONY

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER)

BOARD

CD CONSTRUCTION

DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CFCI CONTRACTOR

FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL

FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

0 GRID/COLUMN

LINE

DESIGNATOR

INTERIOR ELEVATION

SECTION

ROOM

NAME/NUMBER

REVISION

TAG

PLAN, BLOW-UP DETAIL

PLAN NORTH

NORTH ARROW

w/ TRUE NORTH

INDICATION

SPOT ELEVATION

Name Elevation REFERENCE LEVEL

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

A-101

SIM

A-101

Ref

R ef

R ef

Ref

A101

Ref

R ef

Ref

R ef

EXTERIOR ELEVATION

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

A-101

SYMBOLS

INTERIOR ELEVATION SYMBOL

EXTERIOR ELEVATION SYMBOL

SECTION SYMBOL

CALLOUT SYMBOL

ELEVATION SYMBOL

LEVEL SYMBOL

GENERAL SYMBOLS

Room name

Room name

150 SF

ROOM

NAME/NUMBER

W/ AREA

CENTERLINE

INDICATOR

1/2 1 21

SCALE: 1"=1'-0"

SCALE BAR

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

MATCHLINE INDICATOR

VIEW TITLE BAR

1 / A-101

1 / A-102

REFERENCE SHEETS

SAND

CONCRETE/ PRECAST

CONCRETE

STONE

BRICK

CMU

PLYWOOD

RIGID INSULATION

BATT INSULATION

GYPSUM BOARD,

PLASTER

EIFS

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

ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

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

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

AE201

DISCIPLINE*:

G - GENERAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

DISCIPLINE DESIGNATOR

SHEET TYPE DESIGNATOR

SHEET SEQUENCE

NUMBER

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

B M

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

S I

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6ENDKRW\Documents\FY18PN80855_PROJ_R15_K6ENDKRW.rvt

3/1/2018 7:14:48 AM

M

AR

C H

W

2H N

-1 8-

R -3

XX

X

YY

Y

Au th or

XX

X

YY

Y

C

AT

C O

D E

G-003

G

EN

ER

AL

N O

T E S, A B B

R

EV

IA

TI

O N

S

SA

VA

N N

AH

D

IS

TR

IC

T

Sa va nn ah

, G e o rg ia

F O R

T

BE

N N

IN

G

, G

EO

R G

I A

TR

A I N

IN

G

S U

PP

O

R T

FA

C

IL

IT

Y P N

5 5

XX

X

YY

Y

ISSUED FOR CONSTRUCTION

M

AR

K D

ES

C

R

IP

TI

O

N D

GENERAL NOTES:

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

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

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

G-3. DETAILS TITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR

REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION

REQUIRES THEIR USE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE

DETAIL IS SPECIFICALLY INDICATED OR REFERENCED.

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

STABILITY DURING CONSTRUCTION. BRACE ALL WALLS DURING CONSTRUCTION AGAINST WIND

AND/OR CONSTRUCTION LOADS.

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

ELEVATION.

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

CIRCUMSTANCE.

FOUNDATION AND SLAB NOTES:

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

RECOMMENDATIONS IN THE GEOTECHNICAL REPORT PREPARED BY THE SAVANNAH DISTRICT TITLED "SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, TRAINING SUPPORT FACILITY, FY 18, LI 80885, FT BENNING, GA", DATED *JUNE* 2017.

F-2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON SOIL CAPABLE OF SUPPORTING AN ALLOWABLE BEARING PRESSURE OF 3000 PSF AS STATED IN THE GEOTECHNICAL REPORT REFERENCED ABOVE.

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

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

EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND DEWATERING AS

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

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

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

REQUIREMENTS.

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

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

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

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

STALLATION OF ADJACENT UNDERGROUND UTILITIES.

F-8. PLACE 10 MIL VAPOR RETARDER ON 4" CAPILLARY WATER BARRIER UNDER ALL INTERIOR

SLABS-ON-GRADE (TYPICAL).

CONCRETE CONSTRUCTION NOTES:

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

STRUCTURAL CONCRETE (ACI 301-16) 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 AND UTILIZE MAXIMUM WATER-CEMENTITIOUS MATERIAL RATIO (w/cm) OF 0.50.

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

OTHERWISE ON PLANS.

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. REINFORCING STEEL

SHALL BE PLACED SO THAT SPACING IS GREATER THAN OR EQUAL TO 2X BAR DIAMETER.

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

REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF ACI 301.

A. CONCRETE DEPOSITED AGAINST THE GROUND 3"

B. CONCRETE EXPOSED TO EARTH OR WEATHER 2"

C. SLABS AND WALLS 1"

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

CONFORM TO THE REQUIREMENTS OF ACI 318.

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

SURFACES.

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

IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

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

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

PLACEMENT OF EMBEDDED ITEMS, UNLESS INDICATED.

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

REPRESENTATIVE HAS INSPECTED ALL EMBEDDED WORK, INCLUDING REINFORCEMENT.

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

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

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

ALUMINUM AND STEEL.

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

THAN 1.5 TIMES THE PANEL WIDTH.

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

TO, COLUMNS AND SLAB RECESSES.

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

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

REINFORCING SHOP DRAWING SUBMITTAL FOR APPROVAL.

C-18 CONTRACTOR SHALL APPLY CHEMICAL HARDENER TO CONCRETE TO INCREASE ITS DURIBILITY. SEE SPEC

SECTION 03 30 00 FOR HARDENER REQUIRMENTS.

DESIGN CODE NOTES:

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

SPECIFICATIONS:

A. IBC 2015, INTERNATIONAL BUILDING CODE

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

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

D. AISI S100-12, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD

FORMED STEEL STRUCTURAL MEMBERS

E. UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, (20 JUNE 2016)

F. UFC 3-301-01, STRUCTURAL ENGINEERING, (12 SEPTEMBER 2016)

G. UFC 3-310-04, SEISMIC DESIGN OF BUILDINGS, (20 JUNE 2016)

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

(1 OCTOBER 2013)

DESIGN LOAD CRITERIA:

D-2. FIRST FLOOR LIVE LOADS:

FIRST FLOOR SLAB ON GRADE U.N.O. ACTUAL VEH. WEIGHT

MECHANICAL/ELECTRICAL ROOMS 150 PSF

STORAGE ROOMS 125 PSF

D-3. ROOF LIVE LOAD: 20 PSF (REDUCIBLE)

D-4. SNOW LOADS:

RISK CATEGORY II

SNOW IMPORTANCE FACTOR, Is 1.0 MINIMUM GROUND SNOW LOAD, Pg 5 PSF SNOW EXPOSURE FACTOR, Ce 0.9 SNOW THERMAL FACTOR, Ct 1.0 ROOF SLOPE FACTOR, Cs 1.0 FLAT ROOF SNOW LOAD, Pf=Pm 5 PSF SLOPED ROOF SNOW LOAD, Ps 5 PSF

D-5. WIND LOADS:

RISK CATEGORY II

WIND IMPORTANCE FACTOR, Iw 1.0

BASIC WIND SPEED, V 119 MPH

WIND EXPOSURE CATEGORY C

GUST EFFECT FACTOR, G 0.85

INTERNAL PRESSURE COEFFICIENTS, GCpi +/- 0.18

D-6. SEISMIC LOADS:

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR, Ie 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.12

MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.07

SITE CLASS D

DESIGN SPECTRAL RESPONSE ACCELERATION, Sds 0.13 DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 0.114

SEISMIC DESIGN CATEGORY B

SEISMIC ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

SEISMIC-FORCE RESISTING SYSTEM MOMENT FRAME (MOM-FRAME)

ECCENTRICALLY BRACED FRAME

(BR-FRAME)

RESPONSE MODIFICATION FACTOR, R

- MOM-FRAME 3 1/2

- BR-FRAME 3 1/4

SYSTEM OVERSTRENGTH FACTOR

- MOM-FRAME 3

- BR-FRAME 2

DEFLECTION AMPLIFICATION FACTOR, Cd

- MOM-FRAME 3

- BR-FRAME 3 1/4

SEISMIC RESPONSE COEFFICIENT, Cs

- MOM-FRAME 0.037

- BR-FRAME 0.04

D-7. ANTI-TERRORISM/FORCE PROTECTION CRITERIA:

NEW BUILDING LOCATION PARKING AND ROADWAYS WITHIN

A CONTROLLED PERIMETER

BUILDING CATEGORY LOW OCCUPANCY BUILDING

DESIGN LEVEL OF THREAT LOW

DESIGN LEVEL OF PROTECTION (LOP) EXEMPT

PRE-ENGINEERED METAL BUILDING:

MB-1. THE PRE-ENGINEERED METAL BUILDING (PEMB) SYSTEM HAS BEEN PLANNED TO CONSIST OF

A RIGID FRAME STRUCTURE RESISTING GRAVITY AND LATERAL LOADS IN THE SHORT

DIRECTION AND X-BRACING RESISTING LATERAL LOADS IN THE LONG DIRECTION. THE

LATERAL FORCE RESISTING SYSTEM AND ALL LATERAL BRACING SHALL BE DESIGNED BY

THE PEMB MANUFACTURER. DESIGN BUILDING SYSTEM(S) IN ACCORDANCE WITH LATEST

EDITIONS OF IBC, ASCE, AISC, AND THE MBMA METAL BUILDING SYSTEMS MANUAL AND

SPECIFICATION SECTION 13 34 19.

MB-2. DESIGN BUILDING SYSTEM FOR LIVE LOADS INDICATED AND A COLLATERAL DEAD LOAD OF

7 PSF IN ADDITION TO BUILDING DEAD LOADS, WIND LOADS AND SEISMIC LOADS.

PARAMETERS FOR DEVELOPMENT OF WIND AND SEISMIC LOADS ARE LISTED IN THE

GENERAL NOTES. INCLUDE THE EFFECTS OF WINDWARD AND LEEWARD WIND PRESSURE

AND SUCTION LOADS.

MB-3. LOAD COMBINATIONS SHALL BE IN ACCORDANCE WITH LATEST EDITION OF IBC UNLESS THE

MBMA METAL BUILDING SYSTEMS MANUAL (LATEST EDITION) LOAD COMBINATIONS ARE MORE

STRINGENT.

MB-4. LIMIT THE STORY DRIFT OF THE STRUCTURE IN BOTH DIRECTIONS TO H/400.

MB-5. THE METAL ROOF DECK SHALL BE UTILIZED TO ACT AS A DIAPHRAGM TO TRANSFER THE

LATERAL LOADS. ROOF DIAGONAL BRACING SHALL BE PROVIDED IF THE METAL ROOF DECK

TO RESIST THE ROOF DIAPHRAGM SHEAR IS OMITTED OR ROOF PURLINS ARE INSUFFICIENT

TO TRANSFER DIAPHRAGM FORCES FROM THE METAL ROOF DECK TO THE PEMB FRAMES.

MB-6. REDUNDANCY SHALL BE PROVIDED TO THE VERTICAL AND HORIZONTAL BRACING SYSTEMS

BY USING MULTIPLE BAYS OF LATERAL MEMBERS.

MB-7. PIERS AND FOUNDATIONS SHOWN FOR THE BUILDING ARE FOR PRICING ESTIMATES ONLY.

THE CONTRACTOR SHALL HIRE A PROFESSIONAL ENGINEER TO REDESIGN THE METAL

BUILDING FOUNDATIONS FOR ACTUAL BUILDING LOADS PROVIDED BY THE METAL BUILDING

MANUFACTURER WHEN THE MAXIMUM REACTIONS DIFFER FROM THE ASSUMED COLUMN

REACTIONS SHOWN ON SHEET SB601. THE DESIGN SHALL BE BASED ON THE SOIL

PARAMETERS SPECIFIED IN NOTE F-1 ON THIS SHEET AND THE FINAL COLUMN REACTIONS

REPORTED BY THE PEMB MANUFACTURER. THE FINAL FOUNDATION DESIGN SHALL BE

SIGNED AND SEALED BY A PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER FOR APPROVAL. FOUNDATIONS FOR ELEMENTS OTHER THAN PEMB

COLUMN FOUNDATIONS WILL BE CONSTRUCTED AS SHOWN. SEE PLAN FOR LOCATIONS.

MB-8. THE CONTRACTOR SHALL COORDINATE THE COLUMN ANCHOR BOLT LAYOUT WITH THE PEMB

MANUFACTURER. AT LEAST FOUR (4) ANCHOR BOLTS ARE REQUIRED FOR COLUMN BASE

PLATES UNO. ANCHOR BOLTS SHALL NOT BE LESS THAN 3/4" NOMINAL SIZE. ANCHOR BOLTS

SHALL BE DESIGNED BY THE PEMB SUPPLIER. COLUMN ANCHOR BOLTS SHALL BE

POSITIVELY LOCATED USING 1/8" SHEET METAL TEMPLATES FOR ALL COLUMN BASE PLATES.

BASE PLATE TEMPLATE ANCHOR BOLT HOLES SHALL NOT EXCEED BOLT DIA. +/- 1/6”.

PROVISION SHALL BE MADE FOR ALL ANCHOR BOLTS TO BE RIGIDLY HELD IN POSITION TO

PREVENT MOVEMENT DURING CONCRETE PLACEMENT. ANCHOR BOLTS SHALL NOT BE

TIGHTENED PRIOR TO 14 DAYS FOLLOWING CONCRETE PLACEMENT.

MB-9. THE CONTRACTOR SHALL DESIGN, PROVIDE, AND COORDINATE STRUCTURAL FRAMING

MEMBERS FOR THE SUPPORT OF ALL HVAC UNITS, DUCTS, FANS, PIPING, ELECTRICAL

COMPONENTS, OPERABLE PARTITIONS, ETC.

MB-10. THE PEMB MANUFACTURER IS RESPONSIBILE FOR PROVIDING ADDITIONAL STRUCTURAL

MEMBERS AND CONNECTIONS TO BUILDING SUB-FRAMING AS NECESSARY AROUND

WINDOW AND SKYLIGHT OPENINGS SUCH THAT FRAME ATTACHMENTS MEET

ANTITERRORISM/FORCE PROTECTION CRITERIA PER UFC 4-010-01.

DOOR/WINDOW/SKYLIGHT CONNECTIONS TO SUPPORT STRUCTURE, AND SUPPORTING

FRAMING MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ATFP CRITERIA FOR A 3

SECOND EQUIVALENT LOAD OF 160 PSF APPLIED UNIFORMLY TO DOOR, WINDOW, AND

SKYLIGHT AREAS.

CRANE DESIGN NOTES:

CR-1. OVERHEAD BRIDGE CRANE SHALL BE TOP RUNNING WITH CAPACITY OF 35 TONS.

CR-2. THE LOWEST PORTION OF THE CRANE SUPPORT STRUCTURE SHALL HAVE CLEARANCE HEIGHT OF 22’-0” MINIMUM AFF. THE OVERHEAD BRIDGE CRAN SHALL HAVE A MINIMUM HOOK HEIGHT OF

26'-0" AFF.

CR-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).

CR-4. STRUCTURE SUPPORTING THE BRIDGE CRANE 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

7-10, SECTION 4.10 FOR DETAILS.

VERTICAL IMPACT FORCE 110%

LATERAL FORCE 20%

LONGITUDINAL FORCE 10%

CR-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 PEMB SUPPLIER AND CRANE PROVIDER.

CR-6. CRANE SUPPORT STRUCTURE SHALL BE DELEGATED AND DESIGNED BY CRANE SUPPLIER TO SUPPORT A 35 TON CAPACITY BRIDGE CRANE AS SPECIFIED IN THE MECHANICAL DRAWINGS AND

SPECIFICATIONS. PIERS AND FOUNDATIONS SHOWN FOR THE CRANE STRUCTURE ON SHEET

SF-502 ARE FOR PRICING ESTIMATES ONLY AND SHALL BE REDESIGNED BY THE CONTRATOR UPON

FINAL LOAD DETERMINATION. REFER TO SPECIFICATION SECTION 13 34 19 FOR ADDTIONAL

CRITERA.

STEEL CONSTRUCTION NOTES:

S-1. FABRICATION AND ERECTION OF STRUCTURAL STEEL AND DESIGN OF CONNECTIONS SHALL BE IN ACCORDANCE WITH AISC 360-10, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" DATED JUNE 22, 2010 AND AISC 303-10, "CODE OF STANDARD PRACTICE FOR BUILDING AND BRIDGES" DATED APRIL 14, 2010.

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

ABOVE-LISTED AISC SPECIFICATION AND THE FOLLOWING:

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

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

B. PLATES AND ANGLES ASTM A36

C. HIGH STRENGTH BOLTS ASTM A325

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

S-3. ALL SHOP AND FIELD WELDING SHALL BE 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.

STEEL CONSTRUCTION NOTES CONTINUED:

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. IF LOADS ARE NOT INDICATED ON THE DRAWINGS, STEEL FABRICATOR

SHALL SIZE CONNECTIONS FOR A MINIMUM OF ONE HALF OF THE UNIFORM LOAD CAPACITY

OF THE BEAM AS INDICATED IN THE AISC MANUAL.

S-5. 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.

S-6. ALL FIELD-BOLTED SHEAR CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE.

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 GRADE 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.

S-11. REFER TO SPECIFICATION 05 12 00 FOR ADDITIONAL INFORMATION.

MASONRY CONSTRUCTION NOTES:

M-1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH "BUILDING

CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530-13/ASCE 5-11/

TMS 402-11) AND "SPECIFICATION FOR MASONRY STRUCTURES" (ACI 530.1-13/

ASCE 6-11/TMS 602-11).

M-2. DESIGN MASONRY ASSEMBLAGE STRENGTH, f'm = 1500 PSI. NET AREA

COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE A

MINIMUM OF 1900 PSI.

M-3. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND BE

MANUFACTURED WITH NORMAL WEIGHT AGGREGATE.

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

GROUT SHALL ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 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. WHERE VERTICAL

REINFORCEMENT IS NON-CONTINUOUS, PROVIDE SPLICE LENGTH AS SHOWN

IN SCHEDULE ON S-601 U.N.O. ON PLANS.

SPECIAL INSPECTION NOTES:

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

IBC 2015, SECTION 1704.2.

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

WITH IBC 2015, SECTION 1705.2 AND TABLE 1705.2.3

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

WITH IBC 2015, SECTION 1705.3 AND TABLE 1705.3.

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

WITH IBC 2015, SECTION 1705.4.

SI-5. INSPECTIONS FOR SEISMIC RESISTANCE SHALL BE AS PER IBC 2015, SECTION 1705.12.

SI-6. INCLUDE SPECIAL INSPECTIONS REQUIREMENTS IN CONTRACTOR'S QUALITY

CONTROL (CQC) PLAN.

SI-7. 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.

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

S I

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6ENDKRW\Documents\FY18PN80855_STRUC_R15_K6ENDKRW.rvt

3/1/2018 7:08:33 AM

M

AR

C H

W

2H N

-1 8-

R -3

P.

H ag er

P.

H ag er

C . M ck en zi e

C

AT

C O

D E

S-001

G

EN

ER

AL

S T R

U C

T U R

AL

N

O

TE

S

SA

VA

N N

AH

D

IS

TR

IC

T

Sa va nn ah

, G e o rg ia

F O R

T

BE

N N

IN

G

, G

EO

R G

I A

TR

A I N

IN

G

S U

PP

O

R T

FA

C

IL

IT

Y P N

5 5

J.

W hi tta ke r

ISSUED FOR CONSTRUCTION

M

AR

K D

ES

C

R

IP

TI

O

N D

STRUCTURAL ABBREVIATIONS

SYMBOL DESCRIPTION

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BOM BOTTOM OF MASONRY

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONN CONNECTION

CONC CONCRETE

CONT. CONTINUOUS

CONSTR CONSTRUCTION

DCJ DOWELED CONSTRUCTION JOINT

DEG DEGREE

DIA DIAMETER

DN DOWN

DWG(S) DRAWING(S)

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EOF EDGE OF FOUNDATION

EQ EQUAL

ERV ENERGY RECOVERY VENTILATOR

EW EACH WAY

FF FINISHED FLOOR

FDN FOUNDATION

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GFGI GOVT

HORIZ HORIZONTAL

KIP (k) 1000 POUNDS

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

PEMB PRE-ENGINEERED METAL BUILDING

PJF PREMOLDED JOINT FILLER

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF REINFORCEMENT

REQD REQUIRED

SCHED SCHEDULE

SE SLAB EDGE

SJ SAWED CONTRACTION JOINT

SJI STEEL JOIST INSTITUTE

SIM SIMILAR

SL SLOPE(D)

SOG SLAB ON GRADE

STD STANDARD

T&B TOP AND BOTTOM

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF SLAB

TS THICKENED SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VEF VEHICLE EXHAUST FAN

VERT VERTICAL

WP WORKING POINT

WWF WELDED WIRE FABRIC

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)

DN

X

[+/- X’-X”]

X

[+/- X’-X”]

+22/ -36

ZONE

ROOF

TRAINING SUPPORT FACILITY

COMPONENT AND CLADDING WIND PRESSURES (PSF)

10 SF

EFFECTIVE

WIND

AREA 1

WALLOVERHANG

1. WIND PRESSURES SHOWN ABOVE CORRESPOND TO WIND

PRESSURE DIAGRAMS.

2. EDGE ZONES 'a' = 16'-0"

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

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

4. NEGATIVE WIND PRESSURES REPRESENT WIND PRESSURES ACTING

AWAY FROM THE COMPONENT AND CLADDING SURFACES.

20 SF

50 SF

100 SF

+21 / -35

+18 / -34

+16 / -33

+23 / -63

+21 / -58

+17 / -51

+16 / -46

+22 / -93

+21 / -86

+18 / -78

+16/ -73

+39 / -43

+38/ -50

+34 / -49

+34 / -49

+33 / -56

+32 / -52

+30 / -45

+28 / -41

-80

-93

-93

-93

-162

-146

-124

-117

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

'a' = 16'

(TYP)

'a' = 16'

(TYP)

WALL ZONES

11 1 1

222 2 2

3 3

2 2

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

S I

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6ENDKRW\Documents\FY18PN80855_STRUC_R15_K6ENDKRW.rvt

3/1/2018 7:08:35 AM

M

AR

C H

W

2H N

-1 8-

R -3

P.

H ag er

P.

H ag er

C . M ck en zi e

C

AT

C O

D E

S-002

G

EN

ER

AL

S T R

U C

T U R

AL

N

O

TE

S

SA

VA

N N

AH

D

IS

TR

IC

T

Sa va nn ah

, G e o rg ia

F O R

T

BE

N N

IN

G

, G

EO

R G

I A

TR

A I N

IN

G

S U

PP

O

R T

FA

C

IL

IT

Y P N

5 5

J.

W hi tta ke r

ISSUED FOR CONSTRUCTION

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

ROOF ZONES

B

1 2 3 4 5 6 7 8 9 10 11A 12 13 14 15 16 17 18 19 20 22

631' - 0"

A.2

A.5

A.8

B.2

B.5

B.8

A.3

A.6

B.3

B.6

C

A

11B

EXPANSION

JOINT LOCATION

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

S I

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6ENDKRW\Documents\FY18PN80855_STRUC_R15_K6ENDKRW.rvt

3/1/2018 7:08:39 AM

M

AR

C H

W

2H N

-1 8-

R -3

P.

H ag er

P.

H ag er

C . M ck en zi e

C

AT

C O

D E

SB101

FL

O

O R

P

LA

N

C O

M

PO

SI

TE

SA

VA

N N

AH

D

IS

TR

IC

T

Sa va nn ah

, G e o rg ia

F O R

T

BE

N N

IN

G

, G

EO

R G

I A

TR

A I N

IN

G

S U

PP

O

R T

FA

C

IL

IT

Y P N

5 5

J.

W hi tta ke r

ISSUED FOR CONSTRUCTION

TRUE NORTHPLAN NORTH

KEY PLAN

PART A PART B PART C PART D PART E

FLOOR PLAN - COMPOSITE1 16 32 6482432

SCALE: 1/32"=1'-0"

M

AR

K D

ES

C

R

IP

TI

O

N D

1 2 3 4 5 6 7

30' - 6" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0"

A.3

A.6

B.3

B.6

C

A

CF10.0

CF8.0

CF10.0 CF10.0 CF10.0 CF10.0

CF10.0

CF8.0

CF6.0

CF6.0

CF6.0

CF6.0

CF6.0

SF302

SB502

M

AT

C H

LI

N

E M

AT

C

H

LI

N E

SB

SB

CF8.0 CF8.0 CF8.0 CF8.0 CF8.0

CF8.0 CF8.0 CF8.0 CF8.0

HAIR PIN

(TYP.)

CF8.0

CF8.0

11" SLAB ON GRADE

(SEE NOTES)

SB502

Sim 4

SB502

Sim

BRACED FRAME

BRACED FRAME

P1P1

P3

P3

P3

P1

P3

P3

P1P1P1 P1

P1 P1 P1 P1 P1 P1

P1 P1 P1 P1 P1 P1

P3

CF8.0

1' - 4"

1'

4" 1'

4"

SEE NOTE 17

1'

4" 1'

4"

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001.

2. SEE SF301-SF303 AND FOLLOWING FOR FRAME SECTIONS.

3. SEE SB501 AND FOLLOWING FOR FOUNDATION SECTIONS

AND DETAILS.

4. TOP OF CONCRETE SLAB-ON-GRADE ELEVATION = 0'-0".

ALL ELEVATIONS INDICATED FROM THIS DATUM. SEE CIVIL

FOR EXACT ELEVATION.

5. P-X INDICATES CONCRETE PIER. SEE PIER SCHEDULE ON

SB601 FOR SIZE AND REINFORCEMENT.

6. CF-X INDICATES FOOTING FOUNDED IN SOIL WITH AN

ALLOWABLE BEARING CAPACITY OF 3,000 PSF AS DEFINED IN

THE FOUNDATION NOTES ON S-001. SEE FOOTING

SCHEDULE ON SB601

7. ALL FOOTINGS SHALL BE CENTERED UNDER PIERS UNO.

8. TOP OF FTG. = (-) 2'- 0" UNO.

9. PIERS AND FOUNDATIONS SUPPORTING PEMB COLUMNS

ARE PRELIMINARY FOR ESTIMATING PURPOSES ONLY AND

ARE NOT FINAL. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR FINAL DESIGN OF PEMB PIERS AND FOUNDATIONS

BASED ON FINAL PEMB REACTIONS WHEN FINAL MAXIMUM

REACTIONS ARE DIFFERENT FROM THE REACTIONS SHOWN

ON SB601. SEE GENERAL NOTES FOR ADDITIONAL

INFORMATION.

10. SLAB-ON-GRADE BETWEEN COLUMN LINES 1 THRU 20 SHALL

CONSIST OF 11" THICK CONCRETE SLAB REINFORCED WITH #

4 BAR @ 12" O.C. EACH WAY LOCATED AT TOP AND BOTTOM

OF SLAB.

11. 5" SLAB-ON-GRADE BETWEEM COLUMN LINES 20 THRU 22

SHALL BE WITH (1) LAYER OF 6X6 W4.0XW4.0 WWF LOCATED

CENTER OF SLAB.

12. SLAB-ON-GRADE AT ALL INTERIOR CONDITIONS SHALL BE

PLACED ON 10 MIL VAPOR RETARDER ON A 4" LAYER OF

COMPACTED GRANULAR FILL.

13. PROVIDE (1) #5 X 4'-0" LONG AT CENTER OF

SLAB-ON-GRADE AT ALL RE-ENTRANT CORNERS AND

WHERE A CONTROL JOINT TERMINATES AT A CONTROL

JOINT.

14. JOINT LOCATIONS DENOTED BY S.J. ARE DIAGRAMMATIC

ONLY AND DO NOT REPRESENT ALL JOINTS REQUIRED

FOR SLAB CONSTRUCTION. CONTRACTOR SHALL

COORDINATE SLAB-ON-GRADE REQUIREMENTS WITH SLAB-

ON-GRADE CONSTRUCTION SEQUENCING AND SLAB DETAILS

ON SB501. JOINT SPACING SHALL NOT EXCEED MAXIMUM

JOINT SPACING PER ACI REQUIREMENTS.

15. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

16. SLOPE CONCRETE TO DRAINS AS SHOWN AT 1/8" PER FOOT.

17. FOR FOOTINGS AT BALLARD LOCATIONS SEE DETAIL 6/SB502.

NUMBER OF LOCATIONS THAT REQUIRE FOOTING DETAIL

6/SB502 WILL MAY VARY BASED ON THE CONTRACTORS

FINAL FOUNDATION DESIGN.

18. CW-X DENOTES CMU WALLS. SEE SCHEDULE ON SB601

19. WX DENOTES WALL FOOTING. SEE SCHEDULE ON SB601

FLOOR DRAIN

RE-ENTRANT CORNER BARS

12 INCH CMUFD

8" DIAMETER BOLLARD MECH EQUIP PAD

5" SLAB ON GRADE

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

S I

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6ENDKRW\Documents\FY18PN80855_STRUC_R15_K6ENDKRW.rvt

3/1/2018 7:08:42 AM

M

AR

C H

W

2H N

-1 8-

R -3

P.

H ag er

P.

H ag er

C . M ck en zi e

C

AT

C O

D E

SB102

FL

O

O R

P

LA

N

PA

R

T A

SA

VA

N N

AH

D

IS

TR

IC

T

Sa va nn ah

, G e o rg ia

F O R

T

BE

N N

IN

G

, G

EO

R G

I A

TR

A I N

IN

G

S U

PP

O

R T

FA

C

IL

IT

Y P N

5 5

J.

W hi tta ke r

ISSUED FOR CONSTRUCTION

TRUE NORTHPLAN NORTH

KEY PLAN

PART A PART B PART C PART D PART E

FLOOR PLAN - PART A1 0

SCALE: 3/32"=1'-0"

816 16

FLOOR PLAN NOTES

PLAN LEGEND

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

SJ

BB

6 7 8 9 10 11A

A.2

A.5

A.8

B.2

B.5

B.8

30' - 0" 30' - 0" 30' - 0" 30' - 0" 28' - 11"

A.3

A.6

B.3

B.6

C

A

SJ

SJ

CF10.0 CF10.0 CF10.0 CF10.0CF10.0

CF10.0

M

AT

C H

LI

N

E M

AT

C

H

LI

N E

M

AT

C H

IN

E

M

AT

C H

IN

E

SB

SB

SB

SB

CF8.0 CF8.0

CF8.0 CF8.0 CF8.0 CF10.0

CF8.0

CF8.0 CF8.0 CF8.0 CF8.0 CF10.0

HAIRPIN

(TYP.)

11" SLAB ON GRADE

(SEE NOTES)

P1 P1

P1 P1

P1 P1

P1 P1 P2P1

P1 P1 P1 P2

P1 P1 P1 P2

BRACED FRAME

BRACED FRAME

11B

BOLLARD

SB502

Sim

SB502

Sim

SB502

Sim

SLAB EXPANSION JOINT

BETWEEN GRID LINES 11A

& 11B. (SEE DETAIL 3/SB501)

2' - 2"

WALK OFF MATT RECESS

SEE DETAIL 6/SB501 AND

COORDINATE WITH

ARCHITECTURAL DRAWINGS.

1'

4" 1'

4"

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001.

2. SEE SF301-SF303 AND FOLLOWING FOR FRAME SECTIONS.

3. SEE SB501 AND FOLLOWING FOR FOUNDATION SECTIONS

AND DETAILS.

4. TOP OF CONCRETE SLAB-ON-GRADE ELEVATION = 0'-0".

ALL ELEVATIONS INDICATED FROM THIS DATUM. SEE CIVIL

FOR EXACT ELEVATION.

5. P-X INDICATES CONCRETE PIER. SEE PIER SCHEDULE ON

SB601 FOR SIZE AND REINFORCEMENT.

6. CF-X INDICATES FOOTING FOUNDED IN SOIL WITH AN

ALLOWABLE BEARING CAPACITY OF 3,000 PSF AS DEFINED IN

THE FOUNDATION NOTES ON S-001. SEE FOOTING

SCHEDULE ON SB601

7. ALL FOOTINGS SHALL BE CENTERED UNDER PIERS UNO.

8. TOP OF FTG. = (-) 2'- 0" UNO.

9. PIERS AND FOUNDATIONS SUPPORTING PEMB COLUMNS

ARE PRELIMINARY FOR ESTIMATING PURPOSES ONLY AND

ARE NOT FINAL. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR FINAL DESIGN OF PEMB PIERS AND FOUNDATIONS

BASED ON FINAL PEMB REACTIONS WHEN FINAL MAXIMUM

REACTIONS ARE DIFFERENT FROM THE REACTIONS SHOWN

ON SB601. SEE GENERAL NOTES FOR ADDITIONAL

INFORMATION.

10. SLAB-ON-GRADE BETWEEN COLUMN LINES 1 THRU 20 SHALL

CONSIST OF 11" THICK CONCRETE SLAB REINFORCED WITH #

4 BAR @ 12" O.C. EACH WAY LOCATED AT TOP AND BOTTOM

OF SLAB.

11. 5" SLAB-ON-GRADE BETWEEM COLUMN LINES 20 THRU 22

SHALL BE WITH (1) LAYER OF 6X6 W4.0XW4.0 WWF LOCATED

CENTER OF SLAB.

12. SLAB-ON-GRADE AT ALL INTERIOR CONDITIONS SHALL BE

PLACED ON 10 MIL VAPOR RETARDER ON A 4" LAYER OF

COMPACTED GRANULAR FILL.

13. PROVIDE (1) #5 X 4'-0" LONG AT CENTER OF

SLAB-ON-GRADE AT ALL RE-ENTRANT CORNERS AND

WHERE A CONTROL JOINT TERMINATES AT A CONTROL

JOINT.

14. JOINT LOCATIONS DENOTED BY S.J. ARE DIAGRAMMATIC

ONLY AND DO NOT REPRESENT ALL JOINTS REQUIRED

FOR SLAB CONSTRUCTION. CONTRACTOR SHALL

COORDINATE SLAB-ON-GRADE REQUIREMENTS WITH SLAB-

ON-GRADE CONSTRUCTION SEQUENCING AND SLAB DETAILS

ON SB501. JOINT SPACING SHALL NOT EXCEED MAXIMUM

JOINT SPACING PER ACI REQUIREMENTS.

15. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

16. SLOPE CONCRETE TO DRAINS AS SHOWN AT 1/8" PER FOOT.

17. FOR FOOTINGS AT BALLARD LOCATIONS SEE DETAIL 6/SB502.

NUMBER OF LOCATIONS THAT REQUIRE FOOTING DETAIL

6/SB502 WILL MAY VARY BASED ON THE CONTRACTORS

FINAL FOUNDATION DESIGN.

18. CW-X DENOTES CMU WALLS. SEE SCHEDULE ON SB601

19. WX DENOTES WALL FOOTING. SEE SCHEDULE ON SB601

FLOOR DRAIN

RE-ENTRANT CORNER BARS

12 INCH CMUFD

8" DIAMETER BOLLARD MECH EQUIP PAD

5" SLAB ON GRADE

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

S I

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6ENDKRW\Documents\FY18PN80855_STRUC_R15_K6ENDKRW.rvt

3/1/2018 7:08:46 AM

M

AR

C H

W

2H N

-1 8-

R -3

P.

H ag er

P.

H ag er

C . M ck en zi e

C

AT

C O

D E

SB103

FL

O

O R

P

LA

N

PA

R

T B

SA

VA

N N

AH

D

IS

TR

IC

T

Sa va nn ah

, G e o rg ia

F O R

T

BE

N N

IN

G

, G

EO

R G

I A

TR

A I N

IN

G

S U

PP

O

R T

FA

C

IL

IT

Y P N

5 5

J.

W hi tta ke r

ISSUED FOR CONSTRUCTION

FLOOR PLAN - PART B1 0

SCALE: 3/32"=1'-0"

816 16

FLOOR PLAN NOTES

TRUE NORTHPLAN NORTH

KEY PLAN

PART A PART B PART C PART D PART E

PLAN LEGEND

M

AR

K D

ES

C

R

IP

TI

O

N D

10 11A 12 13 14 15

A.2

A.5

A.8

B.2

B.5

B.8

28' - 11" 31' - 1" 30' - 0" 30' - 0" 30' - 0"

A.3

A.6

B.3

B.6

C

A

CF10.0

CF10.0CF10.0CF10.0CF10.0 CF10.0

M

AT

C H

IN

E

M

AT

C H

IN

E

M

AT

C H

IN

E

M

AT

C H

IN

E

SB

SB

SB

SB

CF8.0

CF8.0 CF8.0

CF8.0 CF10.0

CF8.0 CF10.0

CF8.0 CF8.0

CF8.0

CF8.0 CF8.0

HAIRPIN

(TYP.)

11" SLAB ON GRADE

(SEE NOTES)

SLAB EXPANSION JOINT

BETWEEN GRID LINES

11A & 11B (SEE DETAIL SB501)

P1 P2

P1 P2

P1 P2

P1 P1 P1P1

P1 P1 P1 P1

P1 P1 P1 P1

BRACED FRAME

BRACED FRAME

11B

BOLLARDBOLLARD

SB502

Sim

SB502

Sim

SB502

Sim

2' - 2"

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001.

2. SEE SF301-SF303 AND FOLLOWING FOR FRAME SECTIONS.

3. SEE SB501 AND FOLLOWING FOR FOUNDATION SECTIONS

AND DETAILS.

4. TOP OF CONCRETE SLAB-ON-GRADE ELEVATION = 0'-0".

ALL ELEVATIONS INDICATED FROM THIS DATUM. SEE CIVIL

FOR EXACT ELEVATION.

5. P-X INDICATES CONCRETE PIER. SEE PIER SCHEDULE ON

SB601 FOR SIZE AND REINFORCEMENT.

6. CF-X INDICATES FOOTING FOUNDED IN SOIL WITH AN

ALLOWABLE BEARING CAPACITY OF 3,000 PSF AS DEFINED IN

THE FOUNDATION NOTES ON S-001. SEE FOOTING

SCHEDULE ON SB601

7. ALL FOOTINGS SHALL BE CENTERED UNDER PIERS UNO.

8. TOP OF FTG. = (-) 2'- 0" UNO.

9. PIERS AND FOUNDATIONS SUPPORTING PEMB COLUMNS

ARE PRELIMINARY FOR ESTIMATING PURPOSES ONLY AND

ARE NOT FINAL. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR FINAL DESIGN OF PEMB PIERS AND FOUNDATIONS

BASED ON FINAL PEMB REACTIONS WHEN FINAL MAXIMUM

REACTIONS ARE DIFFERENT FROM THE REACTIONS SHOWN

ON SB601. SEE GENERAL NOTES FOR ADDITIONAL

INFORMATION.

10. SLAB-ON-GRADE BETWEEN COLUMN LINES 1 THRU 20 SHALL

CONSIST OF 11" THICK CONCRETE SLAB REINFORCED WITH #

4 BAR @ 12" O.C. EACH WAY LOCATED AT TOP AND BOTTOM

OF SLAB.

11. 5" SLAB-ON-GRADE BETWEEM COLUMN LINES 20 THRU 22

SHALL BE WITH (1) LAYER OF 6X6 W4.0XW4.0 WWF LOCATED

CENTER OF SLAB.

12. SLAB-ON-GRADE AT ALL INTERIOR CONDITIONS SHALL BE

PLACED ON 10 MIL VAPOR RETARDER ON A 4" LAYER OF

COMPACTED GRANULAR FILL.

13. PROVIDE (1) #5 X 4'-0" LONG AT CENTER OF

SLAB-ON-GRADE AT ALL RE-ENTRANT CORNERS AND

WHERE A CONTROL JOINT TERMINATES AT A CONTROL

JOINT.

14. JOINT LOCATIONS DENOTED BY S.J. ARE DIAGRAMMATIC

ONLY AND DO NOT REPRESENT ALL JOINTS REQUIRED

FOR SLAB CONSTRUCTION. CONTRACTOR SHALL

COORDINATE SLAB-ON-GRADE REQUIREMENTS WITH SLAB-

ON-GRADE CONSTRUCTION SEQUENCING AND SLAB DETAILS

ON SB501. JOINT SPACING SHALL NOT EXCEED MAXIMUM

JOINT SPACING PER ACI REQUIREMENTS.

15. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

16. SLOPE CONCRETE TO DRAINS AS SHOWN AT 1/8" PER FOOT.

17. FOR FOOTINGS AT BALLARD LOCATIONS SEE DETAIL 6/SB502.

NUMBER OF LOCATIONS THAT REQUIRE FOOTING DETAIL

6/SB502 WILL MAY VARY BASED ON THE CONTRACTORS

FINAL FOUNDATION DESIGN.

18. CW-X DENOTES CMU WALLS. SEE SCHEDULE ON SB601

19. WX DENOTES WALL FOOTING. SEE SCHEDULE ON SB601

FLOOR DRAIN

RE-ENTRANT CORNER BARS

12 INCH CMUFD

8" DIAMETER BOLLARD MECH EQUIP PAD

5" SLAB ON GRADE

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

S I

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6E…