W912HN-18-B-3001_VOL2.pdf

SHEET ID. TITLE

INDEX OF DRAWINGS - VOLUME 2

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US Army Corps of Engineers ®

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ISSUED FOR CONSTRUCTION

MI002 HVAC CONTROLS POINTS - SCHEDULING INSTRUCTIONS

MI801 AHU-1 CONTROL SCHEMATIC AND LADDER DIAGRAM

MI802 AHU-2 & 3 CONTROL SCHEMATIC AND LADDER DIAGRAM

MI803 AHU-4 CONTROL SCHEMATIC AND LADDER DIAGRAM

MI804 DOAS-1 CONTROL SCHEMATIC AND LADDER DIAGRAM

MI805 AHU-1 SEQUENCE-OF-OPERATION

MI806 AHU-2 & 3 SEQUENCE-OF-OPERATION

MI807 AHU-4 SEQUENCE-OF-OPERATION

MI808 DOAS-1 SEQUENCE-OF-OPERATION

MI809 CONTROL VALVE & CONTROL DAMPER SCHEDULES

MI810 AHU-1 CONTROL POINTS SCHEDULE

MI811 AHU-2 & 3 CONTROL POINTS SCHEDULE

MI812 AHU-4 CONTROL POINTS SCHEDULE

MI813 DOAS-1 CONTROL POINTS SCHEDULE

MI814 MISC CONTROL SCHEMATICS

MI815 MISC CONTROLS AND SEQUENCE-OF-OPERATION

MI816 VAV TERMINAL UNIT & UNIT HEATER CONTROL POINTS SCHEDULE

MI817 MISC CONTROL POINTS SCHEDULES

MI818 FCU-1 & 2 CONTROL POINTS SCHEDULE

MI819 HYDRONIC HEATING HOT WATER SYSTEM CONTROL SCHEMATIC AND SEQUENCE-OF-OPERATION

MI820 HYDRONIC CHILLED WATER SYSTEM CONTROL SCHEMATIC AND SEQUENCE-OF-OPERATION

MI821 HYDRONIC CHILLED WATER SYSTEM CONTROL POINTS SCHEDULE

MI822 HYDRONIC HEATING HOT WATER SYSTEM CONTROL POINTS SCHEDULE

MI823 DOMESTIC HOT WATER CTRL SCHEMATIC, SEQUENCE OF OP, AND CTRL POINTS SCHED

MP101 HVAC HYDRONIC PIPING PLAN

MP102 HVAC HYDRONIC PIPING PLAN - PARTS A & C

MP103 HVAC HYDRONIC PIPING PLAN - PARTS B & D

E-001 ELECTRICAL LEGEND & GENERAL NOTES

E-002 ELECTRICAL ABBREVIATIONS & MOUNTING DIAGRAM

EG101 LIGHTNING PROTECTION PLAN - PARTS A & C

EG102 LIGHTNING PROTECTION PLAN - PARTS B & D

EG103 GROUNDING PLAN - PARTS A & C

EG104 GROUNDING PLAN - PARTS B & D

EG501 LIGHTNING PROTECTION SYSTEM DETAILS

EG502 MISCELLANEOUS GROUNDING DETAILS

EL101 LIGHTING PLAN - PARTS A & C

EL102 LIGHTING PLAN - PARTS B & D

EL401 LIGHTING PLAN - ENLARGED MECHANICAL EQUIPMENT PLATFORM

EL501 LIGHT FIXTURE SCHEDULE AND DETAILS

EL502 LIGHT FIXTURE DETAILS

EL503 LIGHT FIXTURE DETAILS

EL504 LIGHTING CONTROL STRATEGY SCHEDULE

EP101 POWER PLAN - PARTS A & C

EP102 POWER PLAN - PARTS B & D

EP103 EQUIPMENT POWER PLAN - PARTS A & C

EP104 EQUIPMENT POWER PLAN - PARTS B & D

EP105 ROOF POWER PLAN - PARTS A & C

EP106 ROOF POWER PLAN - PARTS B & D

EP401 ENLARGED POWER PLANS

EP501 ELECTRICAL DETAILS

EP601 POWER ONE-LINE DIAGRAM

EP602 FEEDER & TRANSFORMER SCHEDULES

EP603 PANEL SCHEDULES

EP604 PANEL SCHEDULES

EP605 PANEL SCHEDULES

EP606 PANEL SCHEDULES

EP607 PANEL SCHEDULES

EY001 AUXILIARY SYSTEMS LEGEND & GENERAL NOTES

EY101 AUXILIARY SYSTEMS PLAN - PARTS A & C

EY102 AUXILIARY SYSTEMS PLAN - PARTS B & D

EY601 AUXILIARY SYSTEMS DIAGRAMS

T-001 TELECOMMUNICATIONS LEGEND & GENERAL NOTES

T-101 TELECOMMUNICATION PLAN - PARTS A & C

T-102 TELECOMMUNICATION PLAN - PARTS B & D

T-103 TELECOMMUNICATION NON-SECURE PATHWAY PLAN - PARTS A & C

T-104 TELECOMMUNICATION NON-SECURE PATHWAY PLAN - PARTS B & D

T-105 SIPRNET PATHWAY PLAN - PARTS A & C

T-106 SIPRNET PATHWAY PLAN - PARTS B & D

T-401 ENLARGED TELECOMMUNICATION PLANS

T-501 TELECOMMUNICATION DETAILS - CABLE TRAYS

T-502 TELECOMMUNICATION DETAILS - OUTLETS & LABELING

T-601 TELECOMMUNICATION ONE-LINE DIAGRAMS

T-602 TELECOMMUNICATION ELEVATION DIAGRAM - T.E.R. B103

T-603 TELECOMMUNICATION ELEVATION DIAGRAM - T.R. B116

T-604 TELECOMMUNICATION ELEVATION DIAGRAM - NERD SERVER C102

A-601A PARTITION TYPES

A-602 PARTITION TYPES

A-603 DOOR SCHEDULE AND DETAILS 1

A-604 DOOR SCHEDULE AND DETAILS 2

A-604A ESS DOOR DETAILS 1

A-604B ESS DOOR DETAILS 2

A-604C ESS DOOR DETAILS 3

A-605 DOOR DETAILS

A-606 DOOR DETAILS

A-607 DOOR DETAILS

A-608 WINDOW TYPES

A-609 WINDOW DETAILS 1

A-609A WINDOW DETAILS 2

A-610 LOUVER SCHEDULE AND LOUVER DETAILS

A-620 FINISH SCHEDULE

A-701 LIFE SAFETY PLAN

A-702 LIFE SAFETY ANALYSIS

A-800 AIR BARRIER BOUNDARY PLAN

A-801 AIR BARRIER SECTIONS

I-101A FURNITURE PLAN - AREA A

I-101B FURNITURE PLAN - AREA B

I-101C FURNITURE PLAN - AREA C

I-101D FURNITURE PLAN - AREA D

I-111A FINISH PLAN - AREA A

I-111B FINISH PLAN - AREA B

I-111C FINISH PLAN - AREA C

I-111D FINISH PLAN - AREA D

I-501 SIGNAGE SCHEDULE & DETAILS

I-511 SIGNAGE TYPICALS 1

I-512 SIGNAGE TYPICALS 2

I-601 ROOM FINISH SCHEDULE

I-611 FINISH LEGEND

I-612 FINISH DETAILS

FA001 FIRE ALARM LEGEND AND OPERATIONS MATRIX

FA101 FIRE ALARM & MASS NOTIFICATION SYSTEMS PLAN - PARTS A & C

FA102 FIRE ALARM & MASS NOTIFICATION SYSTEMS PLAN - PARTS B & D

FA601 FIRE ALARM & MNS ONE-LINE DIAGRAM

FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES

FX101 FIRE PROTECTION FLOOR PLAN - OVERALL

FX102 FIRE PROTECTION FLOOR PLAN - AREA A

FX103 FIRE PROTECTION FLOOR PLAN - AREA B

FX104 FIRE PROTECTION FLOOR PLAN - AREA C

FX105 FIRE PROTECTION FLOOR PLAN - AREA D

FX501 FIRE PROTECTION DETAILS I

FX502 FIRE PROTECTION DETAILS II

FX503 FIRE PROTECTION DETAILS III

P-001 PLUMBING LEGEND

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-504 PLUMBING DETAILS

PL101 PLUMBING FLOOR PLAN - SANITARY SEWER

PL102 PLUMBING FLOOR PLAN - DOMESTIC WATER

PL103 PLUMBING FLOOR PLAN - ROOF DRAINAGE

PL601 PLUMBING SCHEDULES

M-001 HVAC LEGEND

MH101 HVAC FLOOR PLAN - OVERALL

MH102 HVAC FLOOR PLAN - PARTS A & C

MH103 HVAC FLOOR PLAN - PARTS B & D

MH104 HVAC FLOOR PLAN - PARTS A & C (AIRFLOWS & DEVICES)

MH105 HVAC FLOOR PLAN - PARTS B & D (AIRFLOWS & DEVICES)

MH106 HVAC ROOF PLAN

MH107 HVAC THERMOSTAT & SENSOR PLAN

MH301 HVAC SECTIONS

MH302 HVAC SECTIONS

MH303 HVAC SECTIONS

MH304 HVAC SECTIONS

MH305 HVAC SECTIONS

MH401 HVAC ENLARGED PLANS

MH501 HVAC DETAILS

MH502 HVAC DETAILS

MH503 HVAC DETAILS

MH504 HVAC DETAILS

MH505 HVAC DETAILS

MH506 HVAC BRACING DETAILS

MH507 HVAC DETAILS

MH601 MECHANICAL SCHEDULES

MH602 MECHANICAL SCHEDULES

MH603 MECHANICAL SCHEDULES

MH701 HOT AND CHILLED WATER PIPING SCHEMATIC

MI001 HVAC CONTROLS LEGEND

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003 GENERAL NOTES, ABBREVIATIONS

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL STRUCTURAL NOTES

SB101 COMPOSITE FOUNDATION PLAN

SB101A FOUNDATION PLAN - AREA A

SB101B FOUNDATION PLAN - AREA B

SB101C FOUNDATION PLAN - AREA C

SB101D FOUNDATION PLAN - AREA D

SB102 LOADING DOCK PLAN

SB103 PEDESTRIAN BRIDGE PLAN

SB301 FOUNDATION SECTIONS

SB302 FOUNDATION SECTIONS

SB303 FOUNDATION SECTIONS

SB501 FOUNDATION DETAILS

SB601 FOUNDATION SCHEDULES

SF101 COMPOSITE ROOF PLAN

SF101A ROOF PLAN - AREA A AND C

SF101B ROOF PLAN - AREA B AND D

SF201 FRAMING ELEVATIONS

SF202 FRAMING ELEVATIONS

SF203 FRAMING ELEVATIONS

SF204 FRAMING ELEVATIONS

SF205 FRAMING ELEVATIONS

SF206 FRAMING ELEVATIONS

SF207 FRAMING ELEVATIONS

SF208 FRAMING ELEVATIONS

SF301 FRAMING SECTIONS

SF302 FRAMING SECTIONS

SF303 FRAMING SECTIONS

SF304 FRAMING SECTIONS

SF305 FRAMING SECTIONS

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

SF601 COLUMN SCHEDULES

A-101 COMPOSITE FLOOR PLAN

A-101A FLOOR PLAN -AREA A

A-101B FLOOR PLAN -AREA B

A-101C FLOOR PLAN -AREA C

A-101D FLOOR PLAN -AREA D

A-101E FLOOR PLAN - MECHANICAL EQUIPMENT PLATFORMS AREA C & D

A-101F CLERESTORY PLAN

A-102 DIMENSION PLAN

A-102A DIMENSION PLAN- LATRINES/BREAKROOM

A-103 SECRET OPEN STORAGE AREA FLOOR PLAN

A-104 ROOF PLAN

A-105 REFLECTED CEILING PLAN -PART A

A-106 REFLECTED CEILING PLAN -PART B

A-107 REFLECTED CEILING PLAN -PART C

A-108 REFLECTED CEILING PLAN -PART D

A-109 REFLECTED CEILING PLAN - MECH. EQUIPMENT PLATFORM AREAS C & D

A-201 NORTH ELEVATIONS PART A AND B

A-202 SOUTH ELEVATIONS PART C AND D

A-203 EAST AND WEST ELEVATIONS

A-301 BUILDING CROSS SECTION

A-302 BUILDING LONGITUDINAL SECTION

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-313 WALL SECTIONS

A-314 WALL SECTIONS

A-315 WALL SECTIONS

A-316 WALL SECTIONS

A-317 WALL SECTIONS

A-400 ENLARGED PLANS & INTERIOR ELEVATIONS

A-401 ENLARGED PLANS & INTERIOR ELEVATIONS

A-500 ROOF DETAILS 1

A-501 ROOF DETAILS 2

A-502 ROOF DETAILS 3

A-503 ROOF DETAILS 4

A-504 ROOF DETAILS 5

A-520 CEILING DETAILS

A-521 INTERIOR DETAILS I

A-522 INTERIOR DETAILS 2

A-523 INTERIOR DETAILS 3

A-530 EXTERIOR DETAILS

A-531 EXTERIOR DETAILS 2

A-540 MISCELLANEOUS DETAILS

A-601 PARTITION TYPES

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 GLPLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PLPUSH/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 --------------------

XFMRTRANSFORMER

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

BSMTBASEMENT

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/COLUM

N LINE

DESIGNATOR

INTERIOR ELEVATION

SECTION

ROOM

NAME/NUMBE

R

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

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

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GENERAL NOTES:

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

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

PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.

G-3. DETAILS TITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE

SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE DETAIL IS

SPECIFICALLY INDICATED OR REFERENCED.

G-4. PROVIDE TEMPORARY BRACING AND SHORING OF THE STRUCTURE AND COMPONENTS UNTIL ALL COMPONENTS ARE ERECTED AND ALL CONNECTIONS ARE FULLY MADE, AS NECESSARY, TO ENSURE STABILITY DURING CONSTRUCTION. BRACE ALL WALLS DURING CONSTRUCTION AGAINST WIND AND/OR

CONSTRUCTION LOADS.

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

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

CIRCUMSTANCE.

FOUNDATION AND SLAB NOTES:

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

RECOMMENDATIONS IN THE GEOTECHNICAL REPORT PREPARED BY THE SAVANNAH DISTRICT TITLED

"SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, ARCYBER COMPANY

OPERATIONS FACILITY, FY 17, LI 85794, FT GORDON, GA", DATED NOVEMBER 2017.

F-2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON SOIL CAPABLE OF SUPPORTING AN ALLOWABLE BEARING PRESSURE OF 2500 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 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 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-001 FOR ADDITIONAL EXCAVATION

REQUIREMENTS.

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

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

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

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

UNDERGROUND UTILITIES.

F-8. FOOTINGS SHALL BE LOWERED AS REQUIRED TO PASS UNDER UTILITY LINES. STEP CONTINUOUS FOOTINGS DOWN AS SHOWN IN THE "TYPICAL STEPPED FOOTING DETAIL" ON SHEET SB301. SEE

"TYPICAL CONDUIT OPENING" DETAIL ON SHEET SB301.

F-9. PLACE 10 MIL VAPOR RETARDER AND 4" CAPILLARY WATER BARRIER UNDER ALL INTERIOR SLABS-ON- GRADE (TYPICAL). COORDINATE INSULATION SIZE AND TYPE WITH ARCHITECTURAL DRAWINGS AND

SPECIFICATIONS.

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.

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 SQUARE OR NEARLY SO AND SHALL NOT EXCEED AN ASPECT RATIO WITH PANEL LENGTH GREATER

THAN 1.5 TIMES THE PANEL WIDTH. SPACING SHALL NOT EXCEED 15 FEET O.C.

C-16. CONTRACTOR SHALL PROVIDE JOINTS AT ALL RE-ENTRANT CORNERS INCLUDING, BUT NOT LIMITED TO, COLUMNS AND SLAB RECESSES.

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

GRADE CONSTRUCTION SEQUENCING. CONTRACTOR SHALL SHOW JOINT LAYOUT ON REINFORCING

SHOP DRAWING SUBMITTAL FOR APPROVAL.

STEEL CONSTRUCTION NOTES:

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

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

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

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

LISTED AISC SPECIFICATION AND THE FOLLOWING:

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

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

B. PLATES AND ANGLES ASTM A36

C. HIGH STRENGTH BOLTS ASTM A325

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

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

STEEL CONNECTIONS TO A QUALIFIED REGISTERED ENGINEER U.N.O. SIGNED AND SEALED

CALCULATIONS FOR CONNECTION DESIGNS SHALL BE SUBMITTED SIMULTANEOUSLY WITH

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

CONNECTIONS FOR SIMPLY SUPPORTED BEAMS SHALL BE DESIGNED TO DEVELOP THE REACTION OF

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

ASSUMING FULL LATERAL SUPPORT, AS TABULATED IN THE ALLOWABLE UNIFORM LOAD TABLES OF

THE AISC MANUAL, 14TH EDITION.

S-4. 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 1/8 IN FILLET, UNLESS OTHERWISE NOTED. CURRENT AWS CERTIFICATIONS

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

S-5. 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-6. ALL FIELD-BOLTED SHEAR CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE.

S-7. 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-8. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL DRAWINGS AND DESIGN CALCULATIONS FOR ANY

ALTERNATE DETAILS AND MEMBER SPLICES.

S-9. 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-10. PAINT ALL STEEL BELOW GRADE WITH BITUMINOUS COATING.

S-11. 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.

MASONRY CONSTRUCTION NOTES:

M-1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530-13/ASCE 5-13/TMS 402-13) AND "SPECIFICATION FOR MASONRY

STRUCTURES" (ACI 530.1-13/ASCE 6-13/TMS 602-13).

M-2. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE A MINIMUM OF 2000 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. LAP WALL REINFORCEMENT AS INDICATED IN SCHEDULE ON SB601.

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. ROOF DECK SHALL BE

FASTENED AS SHOWN SF501.

SD-2. 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-3. CONTRACTOR SHALL COORDINATE OPENINGS IN STEEL DECK WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS PRIOR TO DECK PLACEMENT.

SD-4. HANGING LOADS DIRECTLY FROM ROOF DECK IS PROHIBITED.

SD-5. STEEL DECK SHALL SPAN CONTINUOUSLY OVER A MINIMUM OF 4 SUPPORTS (3 SPANS) UNO.

STEEL JOIST NOTES:

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

BE IN ACCORDANCE WITH SJI SPECIFICATIONS.

SJ-2. JOISTS, JOIST EXTENSIONS AND JOIST SUBSTITUTES SHALL BE DESIGNED TO THE INDICATED SLOPES

AND FOLLOWING CRITERIA. 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-3. 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. COLLATERAL ROOF DEAD LOAD OF 15 PSF W/ 10 PSF TOP CHORD, 5 PSF BOTTOM CHORD

2. ROOF SNOW LOADS, INCLUDING DRIFT SURCHARGE AT ALL HEADWALLS

3. ROOF LIVE LOAD OF 20 PSF WITH LIVE LOAD DEFLECTION LESS THAN L/240

4. ROOF MOUNTED MECHANICAL EQUIPMENT, SEE SF502

5. ROOF MOUNTED SCREEN WALL, WITH DEAD LOAD OF 20 PLF

6. GROSS UPLIFT PRESSURES ARE INDICATED ON S-003, FOR NET UPLIFT

UTILIZE COLLATERAL ROOF DEAD OF 10 PSF PLUS SELF WEIGHT OF JOIST

SJ-4. JOISTS SHALL NOT SUPPORT GREATER THAN A 50 LB CONCENTRATED VERTICAL LOAD ON THE

BOTTOM CHORD BETWEEN PANEL POINTS WITHOUT ADEQUATE REINFORCING OF JOISTS. NO

VERTICAL LOAD SHALL BE IMPOSED ON BRIDGING. SEE SF502 FOR JOIST REINFORCING DETAIL.

SJ-5. PROVIDE TOP AND BOTTOM CHORD EXTENSIONS WHERE NOTED ON DRAWINGS.

SJ-6. JOIST DESIGN SHALL INCLUDE ALL REQUIRED JOIST BRIDGING. BRIDGING SHALL BE SIZED, SPACED, AND INSTALLED IN ACCORDANCE WITH SJI SPECIFICATIONS.

SJ-7. JOISTS SHALL BE CONNECTED TO THE SUPPORTING STEEL IN ACCORDANCE WITH SJI SPECIFICATIONS

AND PROJECT CRITERIA NOTED ON DRAWINGS.

SJ-8. 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.

FORCE PROTECTION NOTES:

FP-1. WINDOW AND DOOR FRAME CONNECTIONS TO STRUCTURAL ELEMENTS SHALL MEET UFC 4-010-01

AND UFC 4-010-02 REQUIREMENTS.

SHEET ID

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M-11. BOND BEAMS AT ROOF AND FLOOR LEVELS SHALL BE CONTINUOUS FOR LENGTH OF BOND BEAM, INCLUDING WALL INTERSECTIONS, AROUND CORNERS, AND THROUGH MASONRY CONTROLS JOINTS.

M-12. MASONRY WALLS NOT SPECIFICALLY DETAILED SHALL HAVE MINIMUM VERTICAL REINFORCING OF #5 BARS LOCATED 48" OC, INTERMEDIATE BOND BEAM LOCATED 6' - 8" AFF AND BOND BEAM AT TOP OF

WALL WITH (2) #5 BARS. HORIZONTAL JOINT REINFORCEMENT SHALL BE 16 INCHES OC.

STRUCTURAL ABBREVIATIONS

SYMBOL DESCRIPTION

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BOM BOTTOM OF MASONRY

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONN CONNECTION

CONC CONCRETE

CONT. CONTINUOUS

CONSTR CONSTRUCTION

DCJ DOWELED CONSTRUCTION JOINT

DEG DEGREE

DIA DIAMETER

DN DOWN

DWG(S) DRAWING(S)

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EOS EDGE OF SLAB

EQ EQUAL

ERV ENERGY RECOVERY VENTILATOR

EW EACH WAY

FF FINISHED FLOOR

FTG FOOTING

GA GAGE

GALV GALVANIZED

GFGI GOVT

HORIZ HORIZONTAL

KIP (k) 1000 POUNDS

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

NTS NOT TO SCALE

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

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)

STEEL FRAMING REFERENCE

(XXK) WXxXX [XX] (XXK)

DN

X

[+/- X’-X”]

X

[+/- X’-X”]

BEAM

REACTION

AISC SHAPE

DESIGNATION

INDICATES # OF SHEAR STUDS

WELDED TO TOP FLANGE OF

BEAM PER GENERAL NOTES

HSSXxX

BPX

COLUMN SIZE

BASE PLATE SIZE

STEEL COLUMN

SPECIAL INSPECTION NOTES:

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

IBC 2015, SECTION 1704.2.5.

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

WITH IBC 2015, SECTION 1705.2.

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 CONDUCTED IN ACCORDANCE

WITH 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.

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

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

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

FORMED STEEL STRUCTURAL MEMBERS.

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

FORM DECK, & ROOF DECK

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

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

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

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

(1 OCT 2013)

DESIGN LOAD CRITERIA:

D-2. FIRST FLOOR LIVE LOADS:

MECHANICAL/ELECTRICAL ROOMS 150 PSF

STORAGE ROOMS 125 PSF

RESTROOMS 60 PSF

OFFICES 50 PSF

AREAS NOT OTHERWISE SPECIFIED 100 PSF

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

D-4. SNOW LOADS:

RISK CATEGORY II

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

BALANCED SNOW LOADING:

MINIMUM LOW SLOPE ROOF SNOW LOAD, Pm 10 PSF SLOPED ROOF SNOW LOAD, Ps 6.3 PSF

RAIN ON SNOW LOAD 5 PSF

UNBALANCED SNOW LOADING:

DRIFT SURCHARGE LOAD (MAX INTENSITY) 30 PSF

DRIFT WIDTH (ABUTTING ALL HEADWALLS) 10 FT

D-5. WIND LOADS:

RISK CATEGORY II

WIND IMPORTANCE FACTOR, Iw 1.0

BASIC WIND SPEED, V 115 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 0.27

MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.11

SITE CLASS D

DESIGN SPECTRAL RESPONSE ACCELERATION, Sds 0.285 DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 0.173

SEISMIC DESIGN CATEGORY C

SEISMIC ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

SEISMIC-FORCE RESISTING SYSTEM ORDINARY REINFORCED MASONRY

SHEAR WALLS

RESPONSE MODIFICATION FACTOR, R 2

SYSTEM OVERSTRENGTH FACTOR 2.5

DEFLECTION AMPLIFICATION FACTOR, Cd 2 SEISMIC RESPONSE COEFFICIENT, Cs 0.143

SEISMIC DESIGN BASE SHEAR 199.6 KIPS (LONGITUDINAL)

323.3 KIPS (TRANSVERSE)

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

NEW BUILDING LOCATION PARKING AND ROADWAYS WITHIN

A CONTROLLED PERIMETER

BUILDING CATEGORY PRIMARY GATHERING BUILDING

DESIGN LEVEL OF THREAT LOW

DESIGN LEVEL OF PROTECTION (LOP) LOW (VLOP)

CONVENTIONAL CONSTR STANDOFF DISTANCE 30 FT

APPLICABLE EXPLOSIVE WEIGHT CLASS II

STEEL DOORS AND FRAMES SPEC 08 11 13

ALUMINUM DOORS AND FRAMES SPEC 08 11 16

ALUMINUM WINDOWS SPEC 08 51 13

GLAZING SPEC 08 81 00

PROGRESSIVE COLLAPSE CRITERIA APPLIES NO (<3 STORIES)

SHEET ID

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ISSUED FOR CONSTRUCTION

M

AR

K D

ES

C

R

IP

TI

O

N D a = 11' - 8"

3'

3 2

3' 3'2'

2' 2'

4a 4a

2a

2a

3 32

HIGH MONOSLOPE ROOF AREA

HIGH MONOSLOPE ROOF AREA

DENOTES

LOW GABLE

ROOF

RIDGELINE

2a

2a 2a

OVERHANG AREA

3 2 2a

"a"

"a

LOW MONOSLOPE ROOF AREA

TRIBUTARY

AREA (SF)

TRIBUTARY

AREA (SF)

ZONE 1

MIDDLE

ZONE 2

EDGE/RIDGE

ZONE 3

CORNERS

ZONE 2

OVERHANG

ZONE 3

OVERHANG

-33.2

-32.6

-31.7

-30.3

-52.8

-55.6

-49.7

-41.9

-36.0

-83.7

-66.9

-44.4

-27.5

-83.7

-69.1

-50.0

-36.0

GABLE ROOF COMPONENT/CLADDING PRESSURES (PSF)

ROOF PRESSURES

TRIBUTARY

AREA (SF)

ZONE 4 ZONE 5

-36.0 -44.4

-41.3

-37.4

-34.6

-34.6

-32.6

-30.9

WALL COMPONENT/CLADDING PRESSURES (PSF)

500 -27.5-27.5

-52.0

-50.3

-50.0

TRIBUTARY

AREA (SF)

ZONE 1

MIDDLE

ZONE 2

EDGE/RIDGE

ZONE 3

CORNERS

-36.0 -41.6

-40.7

-39.3

-38.8

-55.6

-50.6

-43.8

-38.8

MONOSLOPE ROOF COMPONENT/CLADDING PRESSURES (PSF)

ROOF PRESSURES

ZONE 2'

EDGE/RIDGE

ZONE 3'

CORNERS

-50.0

-49.4

-47.8

-47.2

-78.1

-69.7

-58.4

-50.0

-36.0

-36.0

-36.0

5 4 5

"a" a = 11' - 8"

"a"

SHEET ID

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ISSUED FOR CONSTRUCTION

COMPONENT & CLADDING ROOF PLAN1

COMPONENT & CLADDING WIND PRESSURES3

COMPONENT & CLADDING WALL ELEVATION2 NO SCALENO SCALE

NO SCALE

M

AR

K D

ES

C

R

IP

TI

O

N D

MASONRY OUT-TO-OUT

341' - 8 3/4"

" C

M U

SH

EA

R W

AL

L

J

SH

EA

R W

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L

G

SH

EA

R W

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L

G

SH

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R W

AL

L

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R W

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L

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SH

EA

R

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AL

L C

SH

EA

R W

AL

L

B

SH

EA

R W

AL

L

A

SHEARWALL 2

SHEARWALL 1A

SHEARWALL 1B

SHEARWALL 1

M

AS

O N

R Y

O U

T-

TO

-O U

T

5'

3/ 4"

SHEARWALL 3

SH

EA

R W

AL

L

H A

BO

VE

SHEET ID

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D

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W

C

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C O

D E

SB101

C O

M

PO

SI

TE

F O

U N

D

AT

IO

N

P

LA

N

SA

VA

N N

AH

D

IS

TR

IC

T

SA

VA

N N

AH

, G

EO

R

G

IA

FO

R

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D O

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AR

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N Y

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N

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C

IL

IT

Y

PN

ISSUED FOR CONSTRUCTION

COMPOSITE FOUNDATION PLAN1

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

8 16 3241216

SCALE: 1/16"=1'-0"

PLAN NORTH TRUE NORTH

NORTH ARROW

PART A PART B

PART

C

PART D

KEY PLAN

W F2

.5

WF3.0 WF3.0

WF2.5

B

A

2 86

C

D

SF201

SF201

SF205

SF206

CF4.0

CF6.0X10.0

SHEARWALL 2

SHEARWALL 3

SH

EA

R W

AL

L

J

SH

EA

R W

AL

L

G

C.J.

C .J

C .J

SB302

W F2

.0

C.J.

DEPRESSED SLAB

SEE ARCH FOR EXTENTS *

WF2.5

W F2

.0

WF2.0

C .J

C .J

C .J

W F2

.0

1 1

SB301

1 1 1

5' - 0 1/2"

TO FACE BRG WALL

10' - 0" 15' - 0"

TO FACE BRG WALL

10' - 0"

SB301

CF4.0

SB301

SB301

SB301

SB301

/4

15' - 4 7/8" *

* VERIFY DEPRESSD SLAB DIMENISONS

WITH ARCH DRAWINGS.

C .J

C .J

C .J

C .J

C .J

C.J.

C.J.

3' - 0"

CC18x18

HSS5X5X1/2

CC18x18

HSS5X5X1/2

HSS8X8X1/2

HSS8X8X1/2

CC21x37

CC18x184

SB303

(-6") (-6")(-6") (-6")

TYP @

MASONRY

PILASTERS

37' - 6"

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SEE SF201 AND FOLLOWING FOR FRAMING ELEVATIONS.

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. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS

AND WALLS, UNO.

6. CF-X INDICATES COLUMN FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

7. WF-X INDICATES WALL FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

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

9. ALL INTERIOR MASONRY WALLS EXTEND TO THE

UNDERSIDE OF STRUCTURE ABOVE UNO.

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

PLACED 10 MIL VAPOR RETARDER ON A 4" LAYER OF

COMPACTED GRANULAR FILL.

11. PROVIDE (2) #4 X 4'-0" LONG AT CENTER OF

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

WHERE A CONTRACTION JOINT TERMINATES AT A

CONTRACTION JOINT.

12. JOINT LOCATIONS DENOTED BY CJ 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.

13. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

SLAB-ON-GRADE SHALL CONSIST OF 4" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 6" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 8" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 9" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 12" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

6 8" THICK CONCRETE CAP OVERHEAD REINFORCED

WITH #5 BARS @ 12" OC EW, CENTERED IN CAP.

BOTTOM OF CAP AT 10' - 0" AFF.

SHEET ID

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SB101A

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LA

N

AR

EA

A

SA

VA

N N

AH

D

IS

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IC

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D O

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IT

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ISSUED FOR CONSTRUCTION

FOUNDATION PLAN - AREA A1 164 8268

SCALE: 1/8"=1'-0"

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

PLAN NORTH TRUE NORTH

NORTH ARROW

PART A PART B

PART

C

KEY PLANPLAN NOTES PLAN NOTES PLAN LEGEND PLAN LEGEND

WF3.0

F2

.5

WF2.5 WF2.5

WF3.0

B

A

128 96 10

C

SF208

SF202

SF202

SF205

SF206

CF4.0CF4.0

CF6.0X10.0 CF6.0X10.0

W F2

.0

SH

EA

R W

AL

L

D

SHEARWALL 3

SHEARWALL 2

SH

EA

R W

AL

L

A

C.J.

C .J

C.J.

C .J

C.J.

C.J. C.J.

DEPRESSED SLAB

SEE ARCH FOR EXTENTS *

SB302

SF207

SF207

DEPRESS SLAB 3/4" FOR

WALK OFF MAT, SEE ARCH

WF2.0

W F2

.0

1 1 1 1 1

TO FACE BRG WALL

15' - 0" 20' - 0"

TO FACE BRG WALL

15' - 0"

5' - 0 1/2" 19' - 11" 5' - 0 1/2"

/8

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C .J

HAIRPIN H-2

HAIRPIN H-1

SB301

SB301

SB301

SB301

SB301

38' - 0"

SB301

6 6 6

1 1 1

/4

15' - 4 7/8" *

* VERIFY DEPRESSED SLAB DIMENSIONS

WITH ARCH DRAWINGS.

3' - 0" 3' - 0"

CF6.0 CF6.0

CC18x18

HSS8X8X1/2

CC18x18

HSS8X8X1/2

HSS8X8X1/2 HSS8X8X1/2

HSS8X8X1/2HSS8X8X1/2

CC21x37

CC18x18

CC21x37

CC18x18

CC18x18 CC18x18

HSS5X5X1/2 HSS5X5X1/2

(-6") (-6")

(-4") (-4")

(-4") (-4")

9'

0"

SB302

SB303

TYP @

MASONRY

PILASTERS

56' - 5 1/4"

C .J

C .J

C .J

C.J.C.J.

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SEE SF201 AND FOLLOWING FOR FRAMING ELEVATIONS.

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. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS

AND WALLS, UNO.

6. CF-X INDICATES COLUMN FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

7. WF-X INDICATES WALL FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

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

9. ALL INTERIOR MASONRY WALLS EXTEND TO THE

UNDERSIDE OF STRUCTURE ABOVE UNO.

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

PLACED 10 MIL VAPOR RETARDER ON A 4" LAYER OF

COMPACTED GRANULAR FILL.

11. PROVIDE (2) #4 X 4'-0" LONG AT CENTER OF

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

WHERE A CONTRACTION JOINT TERMINATES AT A

CONTRACTION JOINT.

12. JOINT LOCATIONS DENOTED BY CJ 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.

13. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

SLAB-ON-GRADE SHALL CONSIST OF 4" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 6" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 8" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 9" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 12" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

6 8" THICK CONCRETE CAP OVERHEAD REINFORCED

WITH #5 BARS @ 12" OC EW, CENTERED IN CAP.

BOTTOM OF CAP AT 10' - 0" AFF.

SHEET ID

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US Army Corps of Engineers ®

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SCALE: 1/8"=1'-0"

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PLAN NOTES PLAN NOTES PLAN LEGEND PLAN LEGEND

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C.J.

C.J.

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SEE SF201 AND FOLLOWING FOR FRAMING ELEVATIONS.

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. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS

AND WALLS, UNO.

6. CF-X INDICATES COLUMN FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

7. WF-X INDICATES WALL FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

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

9. ALL INTERIOR MASONRY WALLS EXTEND TO THE

UNDERSIDE OF STRUCTURE ABOVE UNO.

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

PLACED 10 MIL VAPOR RETARDER ON A 4" LAYER OF

COMPACTED GRANULAR FILL.

11. PROVIDE (2) #4 X 4'-0" LONG AT CENTER OF

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

WHERE A CONTRACTION JOINT TERMINATES AT A

CONTRACTION JOINT.

12. JOINT LOCATIONS DENOTED BY CJ 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.

13. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

SLAB-ON-GRADE SHALL CONSIST OF 4" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 6" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 8" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

SLAB-ON…