W912HN-18-R-3013_VOL2.pdf

SHEET ID. TITLE

INDEX OF DRAWINGS - VOLUME 2

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IS

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C O

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U .S

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US Army Corps of Engineers ®

D

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AN

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X

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Au th or

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C

AT

C O

D E

G-002

IN

D

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SA

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Sa va nn ah

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FO

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BE

N N

IN

G

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FL

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ISSUED FOR CONSTRUCTION

MI808 ERV-01 CONTROL POINTS SCHEDULE

MI809 COMPUTER ROOM AIR CONDITIONER (CRAC) CONTROLS

MI810 MISCELLANEOUS CONTROL SCHEMATICS

MI811 MISCELLANEOUS SEQUENCES OF OPERATION

MI812 MISCELLANEOUS CONTROL POINTS SCHEDULES

MI813 MISCELLANEOUS CONTROL POINTS SCHEDULES

MI814 MISCELLANEOUS CONTROL POINTS SCHEDULES

MI815 MISCELLANEOUS CONTROL POINTS SCHEDULES

MI816 BOILER CONTROL SCHEMATIC AND SEQUENCE OF OPERATION

MI817 BOILER CONTROL POINTS SCHEDULE

MI818 CHILLER CONTROL SCHEMATIC

MI819 CHILLER CONTROL SEQUENCE OF OPERATION

MI820 CHILLER CONTROL POINTS SCHEDULE

MI821 DOM. WATER CONTROL SCHEMATIC, SEQUENCE OF OPERATION, & CONTROL POINTS SCHEDULE

MP101 HVAC HYDR. PIPING FIRST FLOOR & MECHANICAL EQUIPMENT PLATFORM FLOOR PLANS

MP102 HVAC HYDRONIC PIPING SECOND, THIRD, FOURTH AND FIFTH FLOOR PLANS

MP103 HVAC HYDRONIC PIPING SIXTH, SEVENTH, EIGHTH AND NINTH FLOOR PLANS

MP104 HVAC HYDRONIC PIPING TENTH FLOOR PLAN

E-001 ELECTRICAL LEGEND

EG101 LIGHTNING PROTECTION PLAN

EG102 GROUNDING PLANS

EG103 SIGNAL REFERENCE GROUND - CAB RAISED ACCESS FLOOR

EG501 LIGHTNING PROTECTION DETAIL

EG502 LIGHTNING PROTECTION AND GROUNDING DETAILS

EG503 GROUNDING DETAILS

EG504 GROUNDING DETAILS

EL101 LIGHTING PLANS

EL102 LIGHTING PLANS

EL103 LIGHTING PLANS

EL104 LIGHTING PLANS

EL401 CAB STAIRWELL LIGHT DETAILS

EL501 LIGHT FIXTURE SCHEDULE AND DETAILS

EL502 LIGHT FIXTURE DETAILS

EL601 LIGHTING CONTROL STRATEGIES AND DETAILS

EP101 POWER PLANS

EP102 POWER PLANS

EP103 POWER PLANS

EP104 POWER PLANS

EP105 POWER PLANS

EP106 POWER PLANS

EP107 POWER PLANS

EP501 ELECTRICAL DETAILS

EP601 POWER RISER DIAGRAM

EP602 FEEDER & TRANSFORMER SCHEDULES

EP603 PANEL SCHEDULES

EP604 PANEL SCHEDULES

EP605 PANEL SCHEDULES

EP606 PANEL SCHEDULES

EY101 SPECIAL SYSTEMS PLANS

EY102 SPECIAL SYSTEMS PLANS

EY103 SPECIAL SYSTEMS PLANS

EY501 SPECIAL SYSTEMS DETAILS

EY601 SPECIAL SYSTEMS RISER DIAGRAMS

T-001 COMMUNICATIONS LEGEND AND GENERAL NOTES

T-101 COMMUNICATIONS PLANS

T-102 COMMUNICATIONS PLANS

T-103 COMMUNICATIONS PLANS

T-401 ENLARGED COMMUNICATIONS PLANS

T-501 COMMUNICATIONS DETAILS - CABLE TRAYS

T-502 COMMUNICATIONS DETAILS

T-601 COMMUNICATIONS RISER DIAGRAMS

T-602 COMMUNICATIONS ROOM RISER DIAGRAM

I-111 FURNITURE PLAN

I-121 SIGNAGE PLAN & DETAILS

I-511 SIGNAGE TYPICALS

I-611 ROOM FINISH SCHEDULE

I-621 FINISH LEGEND

FA001 FIRE ALARM LEGEND AND OPERATIONS MATRIX

FA101 FIRE ALARM AND MNS FLOOR PLANS

FA102 FIRE ALARM AND MNS FLOOR PLANS

FA103 FIRE ALARM AND MNS FLOOR PLANS

FA104 FIRE ALARM AND MNS FLOOR PLANS

FA601 FIRE ALARM AND MNS DIAGRAM

FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES

FX101 FIRE PROTECTION 1ST AND SECOND FLOOR PLANS

FX102 FIRE PROTECTION - TOWER FLOORS 3 THRU 7

FX103 FIRE PROTECTION - TOWER FLOORS 8 THRU 12

FX301 STANDPIPE/SPRINKLER RISER SECTIONS

FX501 FIRE PROTECTION DETAILS I

FX502 FIRE PROTECTION DETAILS II

FX503 FIRE PROTECTION DETAILS III

P-001 PLUMBING LEGEND

PL101 PLUMBING FLOOR PLAN -1ST AND MECHANICAL EQUIPMENT PLATFORM FLOOR

PL102 PLUMBING FLOOR PLAN - 2ND AND 3RD FLOOR

PL103 PLUMBING FLOOR PLAN - 4TH AND 5TH FLOOR

PL104 PLUMBING FLOOR PLAN - 6TH AND 7TH FLOOR

PL105 PLUMBING FLOOR PLAN - 8TH AND 9TH FLOOR

PL106 PLUMBING FLOOR PLAN - 10TH FOOR AND CATWALK

PL301 PLUMBING BUILDING SECTION

PL401 PLUMBING ENLARGED PLANS

PL501 PLUMBING DETAILS

PL502 PLUMBING DETAILS

PL503 PLUMBING DETAILS

PL504 PLUMBING DETAILS

PL505 PLUMBING DETAILS

PL601 PLUMBING SCHEDULES

PL901 RISER DIAGRAMS

M-001 HVAC LEGEND

MH101 HVAC DUCTWORK FIRST FLOOR & MECHANICAL EQUIPMENT PLATFORM FLOOR PLANS

MH102 HVAC DUCTWORK SECOND, THIRD, FOURTH AND FIFTH FLOOR PLANS

MH103 HVAC DUCTWORK SIXTH, SEVENTH, EIGHTH AND NINTH FLOOR PLANS

MH104 HVAC DUCTWORK TENTH AND ELEVENTH FLOOR PLANS

MH111 HVAC THERMOSTAT, HUMIDISTAT & SENSOR FIRST & MECH EQ PLATFORM FLOOR PLANS

MH112 HVAC THERMOSTAT, HUMIDISTAT & SENSOR SECOND, THIRD, FOURTH & FIFTH FLOOR PLANS MH113 HVAC THERMOSTAT, HUMIDISTAT & SENSOR SIXTH, SEVENTH, EIGHTH & NINTH FLOOR PLANS

MH114 HVAC THERMOSTAT, HUMIDISTAT & SENSOR TENTH & ELEVENTH FLOOR PLANS

MH301 HVAC SECTIONS I

MH302 HVAC SECTIONS II

MH303 HVAC SECTIONS III

MH401 HVAC ENLARGED PLANS

MH402 HVAC ENLARGED PLANS

MH403 HVAC ENLARGED PIPING PLANS

MH501 HVAC DETAILS I

MH502 HVAC DETAILS II

MH503 HVAC DETAILS III

MH504 HVAC DETAILS IV

MH505 HVAC DETAILS V

MH506 HVAC DETAILS VI

MH507 HVAC DETAILS VII

MH508 HVAC DETAILS VIII

MH509 HVAC DETAILS IX

MH601 HVAC SCHEDULES I

MH602 HVAC SCHEDULES II

MH603 HVAC SCHEDULES III

MH701 HYDRONIC CHILLED WATER PIPING SCHEMATIC I

MH702 HYDRONIC CHILLED WATER PIPING SCHEMATIC II

MH703 HYDRONIC HOT WATER PIPING SCHEMATIC I

MH704 HYDRONIC HOT WATER PIPING SCHEMATIC II

MI001 HVAC CONTROLS LEGEND

MI002 HVAC CONTROLS GENERAL NOTES

MI003 HVAC CONTROLS SCHEDULING INSTRUCTIONS

MI801 FCU-01 THRU FCU-07 CONTROLS

MI802 FCU-08 AND FCU-09 CONTROLS

MI803 FCU-08 AND FCU-09 CONTROL POINTS SCHEDULE

MI804 ERV-01 CONTROL SCHEMATIC

MI805 ERV-01 CONTROL LADDER DIAGRAM

MI806 ERV-01 CONTROL LOGIC DIAGRAMS

MI807 ERV-01 CONTROL SEQUENCE OF OPERATION AND CONTROL SCHEDULE

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 FOUNDATION PLAN & GROUND FLOOR PLAN

SB501 FOUNDATION DETAILS

SB502 FOUNDATION DETAILS

SB503 FOUNDATION DETAILS

SB601 FOUNDATION SCHEDULES

SF101 MECH_EQUIPMENT_PLATFORM & 2nd FLOOR FRAMING PLAN

SF106 3RD THRU 10TH FLOOR AND CAT WALK FRAMING

SF107 11TH FLOOR AND ROOF FRAMING PLAN

SF201 FRAMING ELEVATIONS

SF301 FRAMING SECTIONS

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

SF503 FRAMING DETAILS

SF504 FRAMING DETAILS

SF505 FRAMING DETAILS

SF506 FRAMING DETAILS

SF511 ROOF FRAMING DETAILS

SF512 ROOF FRAMING DETAILS

A-001 ARCHITECTURAL LEGEND & GENERAL NOTES

A-002 LIFE SAFETY CRITERIA

A-003 LIFE SAFETY PLANS (FLOORS 1-6)

A-004 LIFE SAFETY PLANS (FLOORS 7-11)

A-101 FIRST AND MECHANICAL EQUIPMENT PLATFORM FLOOR PLANS

A-102 SECOND AND THIRD FLOOR PLANS

A-103 FOURTH AND FIFTH FLOOR PLANS

A-104 SIXTH AND SEVENTH FLOOR PLANS

A-105 EIGHTH AND NINTH FLOOR PLANS

A-106 TENTH AND CATWALK FLOOR PLANS

A-107 ELEVENTH (CAB) FLOOR PLAN

A-108 REFLECTED CEILING PLAN - FIRST FLOOR AND MECHANICAL EQUIPMENT PLATFORM

A-109 REFLECTED CEILING PLAN - SECOND AND THIRD FLOORS

A-110 REFLECTED CEILING PLAN - FOURTH AND FIFTH FLOORS

A-111 REFLECTED CEILING PLAN - SIXTH AND SEVENTH FLOORS

A-112 REFLECTED CEILING PLAN - EIGHTH AND NINTH FLOORS

A-113 REFLECTED CEILING PLAN - TENTH AND CAB FLOORS

A-114 ENLARGED CONTROL TOWER CAB PLAN

A-115 CAB CABINETRY DETAILS I

A-120 ROOF PLAN

A-201 EAST AND WEST ELEVATIONS

A-202 NORTH AND SOUTH ELEVATIONS

A-301 BUILDING CROSS SECTIONS

A-310 WALL SECTIONS

A-311 ENLARGED SECTIONS

A-312 CAB ENLARGED SECTION

A-320 WALL DETAILS I

A-321 WALL DETAILS II

A-401 ENLARGED UNIT PLANS

A-402 CASEWORK DETAILS

A-403 ENLARGED FLOOR PLANS II

A-404 ENLARGED FLOOR PLANS III

A-405 ENLARGED FLOOR PLANS IV

A-406 ENLARGED FLOOR PLANS V

A-410 STAIR PLANS AND ENLARGED SECTION

A-411 STAIR DETAILS I

A-412 STAIR DETAILS II

A-420 ENLARGED ELEVATOR PLANS AND SECTIONS

A-501 PLAN DETAILS I

A-502 PLAN DETAILS II

A-510 ROOF DETAILS

A-520 CEILING DETAILS

A-521 SECTION DETAILS

A-530 INTERIOR WALL PENETRATION DETAILS

A-531 EXTERIOR WALL PENETRATION DETAILS

A-601 PARTITION TYPES

A-602 DOOR SCHEDULE AND DETAILS

A-603 DOOR DETAILS

A-604 WINDOW DETAILS

A-605 LOUVER SCHEDULE

A-620 FINISH SCHEDULE

A-701 AIR BARRIER PLANS

A-702 AIR BARRIER SECTION BOUNDARY

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

SHEET ID

SHEET ID

D R

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D

ES

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ISSUED FOR CONSTRUCTION

M

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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. THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER ALL BUILDING

CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE

ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF THE BUILDING AND ITS

COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING,

SHEETING, TEMPORARY BRACING, GUYS, OR TIE-DOWNS.

G-5. THE CONTRACT DOCUMENTS DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION.

THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK DURING ERECTION AND

CONSTRUCTION AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCES, AND SAFETY.

G-6. 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-7. 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-8. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY

CIRCUMSTANCE.

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.

DESIGN LOAD CRITERIA:

D-1 CODES:

IBC 2015 / ASCE 7-10 / UFC 3-301-01

D-2. LIVE LOADS:

ALL FLOORS (PER UFC 4-133-01) 150 PSF

RAISED ACCESS FLOOR, MOST CRITICAL LOAD OF 2000 LB OR 150PSF

CATWALKS 60 PSF

SLAB ON GRADE 150 PSF

D-3. ROOF LIVE LOAD: 20 PSF

D-4. SNOW LOADS:

MINIMUM GROUND SNOW LOAD, Pg 5 PSF SNOW EXPOSURE FACTOR, Ce 0.9 SNOW THERMAL FACTOR, Ct 1.1 SNOW IMPORTANCE FACTOR, Is 1.2 ROOF SLOPE FACTOR, Cs 1.0 FLAT ROOF SNOW LOAD, Pf 4.2 PSF

D-5. WIND LOADS:

BASIC WIND SPEED, V 120 MPH

RISK CATEGORY IV

WIND LOAD IMPORTANCE CATEGORY, Iw 1.0

WIND EXPOSURE CATEGORY C

GUST EFFECT FACTOR, G 0.85

INTERNAL PRESSURE COEFFICIENTS, GCpi +/- 0.18

D-6. COMPONENTS AND CLADDING WIND PRESSURES: SEE C&C PRESSURE

DIAGRAM ON S-002.

D-7. SEISMIC LOADS:

RISK CATEGORY IV

SEISMIC IMPORTANCE FACTOR, Ie 1.5 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.122

MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.071

SITE CLASS D

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

SEISMIC DESIGN CATEGORY C

SEISMIC-FORCE RESISTING SYSTEM ECCENTRICALLY BRACED FRAMES

RESPONSE MODIFICATION FACTOR, R 8

SYSTEM OVERSTRENGTH FACTOR 2

DEFLECTION AMPLIFICATION FACTOR, Cd 4 SEISMIC RESPONSE COEFFICIENT, Cs 0.024

SEISMIC-FORCE RESISTING SYSTEM MASONRY SHEAR WALL

RESPONSE MODIFICATION FACTOR, R 2

SYSTEM OVERSTRENGTH FACTOR 2 1/2

DEFLECTION AMPLIFICATION FACTOR, Cd 2 SEISMIC RESPONSE COEFFICIENT, Cs 0.098

SEISMIC ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

SEISMIC BASE SHEAR 66 KIPS

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

NEW BUILDING LOCATION PARKING AND ROADWAYS

WITHIN A CONTROLLED

PERIMETER

BUILDING CATEGORY INHABITED BUILDING

DESIGN LEVEL OF THREAT VERY LOW

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

CONVENTIONAL CONSTRUCTION STANDOFF 75 FT

APPLICABLE EXPLOSIVE WEIGHT CLASS II

PROGRESSIVE COLLAPSE CRITERIA APPLIES YES

SUPPORT FASTENERS

LAP

FASTENERS

METAL DECK

METAL DECK

GAUGE

MOMENT OF INERTIA OF

STEEL SECTION, Ip (IN4)

SECTION MODULUS OF

STEEL SECTION

POSITIVE BENDING, Sp

(IN3)

(METAL ROOF

DECK) - 1.5B20

MINIMUM PROPERTIES OF METAL DECK

MOMENT OF INERTIA OF

STEEL SECTION, In (IN4)

SECTION MODULUS OF

STEEL SECTION

POSITIVE BENDING, Sn

(IN3)

0.201

0.234

0.222

0.247

(COMPOSITE FLOOR

DECK) - 2VLI18

0.559

0.495

0.558

0.504

20 18

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. DESIGN MASONRY ASSEMBLAGE STRENGTH, f'm = 2000 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.

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, AIR TRAFFIC

CONTROL TOWER, FY 18, LI 55112, FT BENNING, GA", DATED *FEBUARY 2018.

F-2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON DRILLED PIERS. LOAD BEARING CAPACITY OF DRILLED PIERS IS DETERMINED AS OUTLINED IN THE GEOTECHNICAL REPORT. PIER CAST-IN-PLACE CONCRETE SHALL ATTAIN MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4000 PSI.

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

F-4. ALL EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY

SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE CONTINUALLY

AND EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND DEWATERING AS

REQUIRED TO ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH THE

SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND

BACKFILLED. REMOVAL OF SURFACE WATER, GROUNDWATER, AND ANY PERCHED WATER

CONDITIONS WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS, SHALL BE ACCOMPLISHED

BY APPROVED MEANS. REFER TO SPECIFICATION SECTION 31 00 00, EARTHWORK, AND TO SHEET

B-301 FOR ADDITIONAL EXCAVATION REQUIREMENTS.

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

F-6. ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES, AND THICKNESSES

INDICATED ON THE FOUNDATION PLAN, SECTIONS, AND FOOTING SCHEDULES. EXCAVATION

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

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

ADJACENT UNDERGROUND UTILITIES.

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

SLABS-ON-GRADE (TYPICAL).

F-9 PILE FOUNDATIONS SHALL BE PLACED BASED ON THE RECOMMENDATIONS PROVIDED IN THE

GEOTECHNICAL REPORT. DRILL SHAFTS SHALL BE REINFORCED AS SHOWN IN THE FOUNDATION

DRAWINGS.

STEEL DECK NOTES CONTINUED:

SD-1. 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-2. CONTRACTOR SHALL COORDINATE OPENINGS IN STEEL DECK WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS PRIOR TO DECK PLACEMENT.

SD-3. HANGING LOADS DIRECTLY FROM ROOF DECK IS PROHIBITED.

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

SD-5. ATTACH SHEETS TO STEEL SUPPORT MEMBERS AS INDICATED AND IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. WHEN DECK IS SCHEDULED TO BE EXPOSED, DESLAG, CLEAN AND TOUCH UP WELDS WITH A ZINC RICH PRIMER.

SD-6. LAP FLOOR DECK ENDS MINIMUM OF 2 INCHES. WHEN FASTENING DECK TO SUPPORT MEMBERS, PROVIDE WELDING MATERIALS AND INSTALLATION PROCEDURES TO PREVENT BURNING OF HOLES

IN DECK.

SD-7. FORM FLOOR DECK FROM STEEL SHEETS CONFORMING TO A 653 OR HIGHER SPECIFICATIONS

WITH A MINIMUM YIELD STRENGTH OF 40 KSI.

SD-8. AT ENDS OF DECKS OR WHERE CHANGES OF DECK DIRECTION OCCUR, FASTEN TO SUPPORTS AT

EACH FLUTE. PROVIDE ADEQUATE CLOSURES AND FASTENERS TO SIDES AT 18 INCHES ON

CENTER.

SD-9. WHERE PARTIAL PANELS MAY BE REQUIRED TO COMPLETE DECK INSTALLATION AT PERIMETER OF

STRUCTURE, PROVIDE WELDS IN EACH FLUTE TO STRUCTURAL MEMBERS.

SD-10. METAL ROOF DECK:

PROVIDE POSITIVE ATTACHMENT TO FRAMING MEMBERS AS INDICATED BELOW:

a. TYPICAL -5/8 INCH DIAMETER PUDDLE WELDS AT 36/7 PATTERN.

PROVIDE #10 TEK SCREW SIDE LAP FASTENERS AS INDICATED BELOW:

a. TYPICAL - (6) CONNECTORS EQUALLY SPACED BETWEEN SUPPORTS.

SD-11. COMPOSITE METAL DECK:

a. PROVIDE ATTACHMENT TO FRAMING MEMBERS WITH 5/8 INCH DIAMETER PUDDLE

WELDS AT LAP FLUTES AND 12 INCHES ON CENTER BETWEEN THE LAP FLUTES. SHEAR STUDS

WELDED THROUGH DECK MAY REPLACE PUDDLE WELDS. POWDER ACTUATED FASTENERS HILTI

X-ENP-19 MAY BE USED TO ATTACH THE METAL DECK TO SUPPORTING STEEL ELEMENTS ON A

36/7 PATTERN.

b. PROVIDE (5) #10 TEK SCREWS SIDE LAP FASTENERS EQUALLY SPACED BETWEEN SUPPORTS.

c. PROVIDE SHEAR CONNECTORS AS INDICATED ON THE DRAWINGS

d. MAINTAIN SPECIFIED CONCRETE THICKNESS AT COLUMN LOCATIONS. SLAB THICKNESS

ELSEWHERE WILL VARY DUE TO DECK AND BEAM DEFLECTIONS MAKE ALLOWANCES AND

FURNISH MATERIALS TO CREATE SPECIFIED FLOOR ELEVATION, WITHIN SPECIFIED LIMITS.

e. PROVIDE SHEAR STUDS CONFORMING TO THE STANDARDS OF ASTM A 108, GRADES 1015-1020, WITH A MINIMUM TENSILE STRENGTH OF 60,000 PSI AUTOMATICALLY END WELD STUDS IN THE

FIELD THOUGH THE DECK IN ACCORDANCE WITH THE SHEAR STUD MANUFACTURERS

INSTRUCTIONS. MANUAL WELDING IS NOT PERMITTED.

LIGHT GAUGE STEEL NOTES:

LG-1 LIGHT GAUGE FRAMING MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON

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

STRUCTURAL MEMBERS.

LG-2 ALL LIGHT GAUGE MEMBERS SHOWN WITH IN THESE DRAWINGS ARE PRELIMINARY AND ARE FOR BIDING PURPOSES ONLY. CONTRACTOR SHALL VERIFY SIZES SHOWN IN THE DESIGN DOCUMENTS PRIOR TO CONSTRUCTION. IT IS THE INTENT OF THESE DRAWINGS THAT COLD FORMED WALL AND

TRUSS DESIGN BE DELEGATED.

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

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

MANUFACTURER FOR REVIEW PRIOR TO FABRICATION. THE CATALOGS SHALL INDICATE

QUALIFICATION, MATERIAL SPECIFICATIONS, DESIGN REFERENCES, ETC.

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

GALVANIZED. PREPARE AND REPAIR DAMAGED GALVANIZED COATINGS ON FABRICATED AND

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

A780 AND/OR THE MANUFACTURER'S RECOMMENDATIONS.

LG-6. COLD-FORMED STEEL MEMBERS SHALL BE Fy=33KSI FOR MEMBERS 43 MILS (18 GA) AND Fy=50KSI

FOR MEMBERS 54 MILS (16 GA) AND HEAVIER.

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

BASE MATERIAL LESS THAN 1/8" THICK.

STEEL JOIST NOTES CONTINUED:

SJ-3 UNLESS OTHERWISE SHOWN, WELD K-SERIES JOIST TO SUPPORTING BEAMS OR BEARING

PLATES WITH 3/16 INCH FILLET WELD, 1-1/2 INCHES LONG ON EACH SIDE OF JOIST SEAT.

USE MINIMUM 2-3/4 INCH DIAMETER A325N BOLTS AT JOIST CONNECTIONS ON OR NEAREST

COLUMN LINES.

SJ-4 PROVIDE JOIST BRIDGING, SIZE, AND SPACING, IN ACCORDANCE WITH STEEL JOIST

INSTITUTE. PROVIDE SUPPLEMENTAL BRIDGING AS REQUIRED FOR NET WIND UPLIFT

CONDITION.

SJ-5 WIND UPLIFT ON ROOF IS PROVIDED ON SHEET S-002.

ROOF DEAD LOADS (LOWER MECHANICAL ROOM)

DL = 11 PSF (DOES NOT INCLUDE JOIST WEIGHT)

DL = 7 PLF (JOIST WEIGHT PER FOOT FOR 16K4)

SJ-6 JOIST SIZES AS SHOWN ON DRAWINGS ARE BASED ON GRAVITY LOAD CAPACITIES, DESIGN JOIST FOR THE GRAVITY LOAD CAPACITIES IN ADDITION TO OTHER LOADS (UPLIFT, AXIAL LOADS, CONCENTRATED LOADS, MOMENTS. ETC.) ON DRAWINGS.

SJ-7 SHOP DRAWINGS FOR JOISTS AND JOIST ACCESSORIES TO BE PREPARED BY THE JOIST

MANUFACTURERS DETAILERS.

SJ-8 SUBMIT DESIGN CALCULATIONS IN ACCORDANCE WITH STEEL JOIST INSTITUTE DESIGN

STANDARDS. SUBMIT DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER

LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED.

SJ-9 PROVIDE 2-1/2 INCH MINIMUM BEARING ON STRUCTURAL STEEL FOR K-SERIES JOISTS

OR PROVIDE BEARING LENGTHS PER STEEL JOIST INSTITUTE REQUIREMENTS UNLESS

GREATER LENGTHS ARE SHOWN ON DRAWINGS.

SJ-10 APPLY FULL DEAD LOADS TO JOIST GIRDERS PRIOR TO WELDING THE BOTTOM CHORD STRUTS

TO STABILIZER PLATES.

STEEL JOIST NOTES:

SJ-1 PROVIDE OPEN WEB, UNDERSLUNG, PARALLEL CHORD JOISTS UNLESS OTHERWISE

NOTED ON THE DRAWINGS.

SJ-2 DESIGN, FABRICATE, AND ERECT OPEN WEB STEEL JOISTS TO THE SPECIFICATIONS OF THE

STEEL JOIST INSTITUTE, LATEST ADDITION.

SHEET ID

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ISSUED FOR CONSTRUCTION

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STEEL CONSTRUCTION NOTES:

S-1. FABRICATION AND ERECTION OF STRUCTURAL STEEL AND DESIGN OF

CONNECTIONS SHALL BE IN ACCORDANCE WITH THE AISC 360-10 "SPECIFICATION

FOR STRUCTURAL STEEL BUILDINGS" DATED 22 JUNE 2010 AND THE AISC 303-10

"CODE OF STANDARD PRACTICE FOR BUILDING AND BRIDGES" DATED 14 APRIL, 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 (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

STEEL CONSTRUCTION NOTES (CONTINUED):

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

STRUCTURAL STEEL CONNECTIONS TO A QUALIFIED REGISTERED ENGINEER. SIGNED

AND SEALED CALCULATIONS FOR CONNECTION DESIGNS SHALL BE SUBMITTED

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. WHERE CONNECTIONS ARE NOTED ON DRAWINGS AS

MOMENT CONNECTIONS, PROVIDE WELDS AND CONNECTIONS TO DEVELOP FULL FLEXURAL

CAPACITY OF THE LESSER MEMBER.

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 3/16" FILLET, UNLESS

OTHERWISE NOTED ON PLANS. CURRENT AWS CERTIFICATIONS SHALL BE

AVAILABLE AT THE JOB SITE FOR REVIEW BY THE CONTRACTING OFFICER'S

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. BEAM CONNECTIONS SHALL CONSIST OF ALL-BOLTED

DOUBLE-ANGLE CONNECTIONS UNLESS NOTED OTHERWISE. SHEAR CONNECTIONS

BETWEEN BEAMS AND HSS HOLLOW COLUMNS SHALL UTILIZE WT SECTIONS OFFSET

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

S-6. 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-7. ALL FIELD-BOLTED SHEAR CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE

CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE.

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.

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

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”]

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

-66

ZONE

ROOF

FLIGHT CONTROL TOWER (CAB & TOWER)

COMPONENT AND CLADDING WIND PRESSURES (PSF)

10 SF

EFFECTIVE

WIND

AREA 1

WALL

1. GROSS WIND PRESSURES SHOWN ABOVE CORRESPOND TO WIND

PRESSURE DIAGRAMS.

2. EDGE ZONES 'a' = 4'-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

-62

-58

-54

-104

-99

-92

-87

-142

-135

-127

-120

-46

-46

-43

-41

-83

-83

-73

-67

ZONE 2 ZONE 3 ZONE 4 ZONE 5

200 SF -50 -82 -113 -59

500 SF -46 -75 -104 -50

1000 SF -46 -75 -89 -50

-40

-37

-37

-31

ZONE

ROOF

FLIGHT CONTROL TOWER (REAR LOWER CMU BUILDING)

COMPONENT AND CLADDING WIND PRESSURES (PSF)

10 SF

EFFECTIVE

WIND

AREA 1A

WALL

1. GROSS WIND PRESSURES SHOWN ABOVE CORRESPOND TO WIND

PRESSURE DIAGRAMS.

2. EDGE ZONES 'a' = 3'-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

-30

-29

-28

-54

-49

-44

-40

-80

-75

-68

-63

-37

-40

-40

-40

-45

-42

-38

-35

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

200 SF -27 -35 -57 -32

500 SF -26 -30 -50 -28

1000 SF -25 -25 -45 -28

-40

-40

-70

SHEET ID

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B Y:

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ISSUED FOR CONSTRUCTION

5 5

5A

4 4

4A

4 4

CAB ROOF COMPONENT AND CLADDING

TOWER COMPONENT AND CLADDING

5 5 5

3 3 a a a

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5A

1A

2A

2A

3A

3A

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

SF201

SF201

A

B

1 2

29' - 8"

WF2.0

SF201

SF201

SB501

2'-0" x 2'-0" x 2'-0" DEEP

SUMP PIT

SJ

SJ

BR-01

BR-02

BR

-0

3 BR

-0

ELEVATOR

PIT

2'

1/

4"

SB501

SB501

WF2.0

WF2.0WF2.0 WF2.0

SJ

SJ

10' - 0"

31' - 7 1/2"

10' - 2 1/8" 10' - 0" 10' - 2 1/8"

/4

9' - 6 1/2" 9' - 6 1/2"

1'

/4

SB501

SB502

WF2.0

8' - 3 5/8" 13' - 0 3/4" 8' - 3 5/8"

SJ

EQUIPMENT PAD

COORDINATE SIZE

WITH MECH/FP PLANS

(SEE DETAILS ON

SB503)

PROVIDE 3/4" RECESS

FOR WALKOFF MAT. (SEE

ARCHITECTURAL)

1'

1/

8"

1' - 5 3/8" 1' - 5 3/8"

2' - 2 1/4"

SB501

SB501

SB501

8'

1/

4" 0'

8"

0' - 8" 7' - 10 1/2"

W1

W1 W2

W1

W1

1' - 1 1/4" 1' - 1 1/4"

KEYED PLAN NOTE DECK SPAN

COLUMN REFERENCE LINE

(CENTER LINE OF COLUMN)

RE-ENTRANT CORNER

REINFORCEMENT

DIAGONAL BRACING

CONCRETE MASONRY UNIT (CMU)

X

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C he ck er

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FOUNDATION PLAN & GROUND FLOOR PLAN1

FOUNDATION PLAN NOTES

04 8268 02 4 8134

SCALE: 1/4"=1'-0"

1. FOR GENERAL STRUCTURAL NOTES AND

ABBREVIATIONS, SEE S-001.

2. SEE SF-201 AND FOLLOWING FOR FRAME SECTIONS.

3. SEE SB SHEETS 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. WF INDICATES FOOTING FOUNDED IN SOIL WITH AN

ALLOWABLE BEARING CAPACITY OF 2,000 PSF AS DEFINED IN

THE FOUNDATION NOTES ON S-001. SEE FOOTING SCHEDULE

ON SB601

6. SEE SHEET SB502 FOR DRILLED PIER DETAILS.

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

8. SLAB-ON-GRADE SHALL CONSIST OF 6" THICK CONCRETE

REINFORCED WITH (1) LAYER OF 6X6 W4.0XW4.0 WWF

LOCATED AT TOP AND BOTTOM OF SLAB.

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

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

COMPACTED GRANULAR FILL.

10. PROVIDE (1) #5 X 4'-0" LONG AT TOP AND BOTTOM IN

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

WHERE A CONTROL JOINT TERMINATES AT A CONTROL

JOINT.

11. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

12. 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 SB503.

JOINT SPACING SHALL NOT EXCEED MAXIMUM JOINT SPACING

PER ACI REQUIREMENTS.

13. SEE SHEET SB601 FOR CMU WALL REINFORCEMENT DETAILS.

KEY PLAN NOTES

1 PROVIDE CONTROL JOINT IN CMU WHERE SHOWN, SEE 1/SF505

FOR DETAILS..

LEGEND

PLAN NORTH TRUE NORTH

2' - 2 1/4"1' - 0" RE: SEE PLAN

SLAB ON GRADE

RE: PLAN FOR

SLAB REINFORCEMENT

CONT. BULB-TYPE

WATERSTOP (TYP)

#5 @ 12" OC EACH FACE

#4 @ 12" OC EACH FACE WATERPROOFING

SEE ARCH.

MAX

2' - 0"

NOTES: CONTRACTOR TO VERIFY PIT DEPTH AND LOCATION AND SIZE OF THE SUMP WITH MANUFACTURE OF THE ELEVATOR SELECTED PRIOR TO FORMING.

NOTIFY STRUCTURAL ENGINEER IMMEDIATELY IF PIT DEPTH DOES NOT OCCUR AT -5'-10" ELEVATION

M

AX

2'

0"

4" CAPILLARY

BARRIER

10 MIL VAPOR

RETARDER

1'

0"

1' - 0"

1'

0"

SCALE: 3/4"=1'-0"

12 2

SLOPE TO

SUMP PIT

2"X4" KEY (TYP)

SLAB EDGE

BEYOND

SHAFT OPENING

1/2" DIA EXPANSION ANCHORS

@ 2'-0" OC w/5" EMBEDMENT

CONT SILL ANGLE PER

ELEVATOR MANUFACTURER

COORDINATE w/

ELEVATOR MANUFACTURER

FACE OF PIT

WALL

SCALE: 1 1/2"=1'-0"

T/CONC RE: PLAN

4X4X3/8 CONT ANGLE

WITH 3/4" DIA X 6" LONG

HEADED STUDS 18" OC

SCALE: 1 1/2"=1'-0"

T.O.F -2' - 0"

2' - 0"

4" SPLIT

FACED CMU

8" CMU

BLOCK

WALL REINF.

SEE SCHEDULE

DOWEL TO MATCH

WALL REINF.

4" CAPILLARY

BARRIER

10 MIL VAPOR

RETARDER

SLAB REINFORCEMENT

(SEE PLAN)

#4 BAR

#5 BAR @ 18"

O.C.

(3) #5 BAR

SCALE: 3/4"=1'-0"

12 2

RE: PLAN

W

SEE SCHEDULE

D

SE

E

SC

H

ED

U

LE

LONGITUDINAL BARS

(SEE SCHEDULE)

TRANSVERSE BARS

(SEE SCHEDULE)

10 MIL VAPOR RETARDER

4" CAPILLARY BARRIER

SOG (SEE PLAN)

8" CMU

4" SPLIT FACE

CMU

VERT. WALL REINF.

DOWEL TO MATCH

WALL REINF.

GROUT CAVITY

BELOW GRADE

1/2" EXP. JOINT

TOF

-2' - 0"

SCALE: 3/4"=1'-0"

12 2

RE: PLAN

TOF

-2' - 0"

SEE SCHEDULE

"W"

"D

SE

E

SC

H

ED

U

LE

SEE SCHEDULE

SEE SCHEDULE

DOWEL TO MATCH

WALL REINFORCEMENT

WALL REINFORCEMENT

(SEE SCHEDULE)

1/2" EXP. JOINT

10 MIL VAPOR RETARDER

4" CAPILLARY BARRIER

SLAB

(SEE PLAN FOR

REINFORCEMENT)

RE: PLAN

T.O.F -2' - 0"

2' - 0"

4" SPLIT

FACED CMU

#4 BAR

4" CAPILLARY

BARRIER

10 MIL VAPOR

RETARDER

SLAB REINFORCEMENT

(SEE PLAN)

STEEL STUD

WALL

#5 BAR @ 18"

O.C.

(3) #5 BAR

SCALE: 3/4"=1'-0"

12 2

RE: PLAN

SHEET ID

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ELEVATOR PIT1

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DETAIL AT ELEVATOR DOOR2

TYPICAL ELEVATOR SILL SECTION3

THICKENED SLAB EDGE5 EXTERIOR WALL FOOTING6 FOOTING AT INTERIOR CMU WALL7SLAB EDGE & LIGHT GUAGE WALL4

SCALE: 3/4"=1'-0"

12 2

CL

CL

(3) #4 BAR @ 2 1/2"

O.C.TOP, REMAINDER

@ 8" O.C.

(8) #9 VERTICAL

TENSION BAR

7' -0

E M

BE

N

D M

EN

T

GUSSET BY STEEL

SUPPLIER.

#4 SPIRAL

REINFORCEMENT

@ 3" O.C.

(18) #11 VERTICAL

BAR

TOCP

-6'-0"

BOCP

-56'-0"

TYP.

7' - 0"

#8 BAR (2) LAYERS EACH

WAY. SEE PIER PLAN

VIEW

NOT TO SCALE

NOTE:

1. ANCHOR BOLTS NOT

SHOWN FOR CLARITY.

2. TOCP = TOP OF CONCRETE PIER.

3. BOCP = BOTTOM OF CONCRETE PIER.

0'

8" 0'

8"

0'

1/

2" 0'

1/ 2"

TY

P.

0'

3"

2' - 7 1/2"

2'

1/

2"

(3) LAYERS #4 BAR @

2 1/2" O.C., TOP OF

PIER, REMAINDER

@ 8" O.C.

#8 BAR (2) LAYERS

(SEE PIER PLAN AND

ELEVATION VEIW)

#9 VERTICAL TENSION

BAR

CENTER #9 TENSION BAR

NOT SHOWN FOR CLARITY.

(SEE PIER PLAN VIEW)

PIER PLAN VIEW

ANCHOR BOLT, TENSION & CAGE

REINFORCEMENT ELEVATION

NOTE:

1. SEE PIER ELEVATION VIEW

FOR REINFORCEMENT NOT

SHOWN.

2. GUSSET PLATENOT SHOWN

ON PLAN VIEW.

SPIRAL REINFORCEMENT

#4 BAR

(12) 2" DIA. F1554

ACHOR BOLT.

3'-6" EMBEDMENT

3'X3'X3" A992 GR 50

STEEL BASE PLATE

SHEAR REINFORCEMENT

#8 TIES

TENSION REINFORCEMENT

(8) #9 BAR.

(18) #11 BAR, VERTICAL BARS

0'

8" 0'

8"

0'

8"

3'X3'X3" A992 GR 50

STEEL BASE PLATE

0'

3" 0'

2"

2" GROUT PACK

BASE PLATE PLAN VIEW

0' - 8" 0' - 8" 0' - 8"

BASE PLATE EXTENSION

FOR GUSSET TYP.

SIZE AS REQUIRED

#4 TIE BAR

SEE ANCHOR

BOLT ELEV.

SCALE: 3/4"=1'-0"

12 2

0'

6" 0'

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

Ld

H

2H MIN

1 NOTE:

1. REFER TO MECHANICAL, ELECTRICAL AND

CIVIL SITE DRAWINGS FOR PENETRATION

LOCATIONS AND DEPTHS. PROVIDE STEP

FOOTINGS WHERE UTILITIES ARE SHOWN

BELOW TOP OF FOOTING ELEVATIONS.

DO NOT RUN UTILITIES UNDER FOOTINGS.

2. ld = DEVELOPMENT LENGTH.

3. PENETRATIONS MUST HAVE MINIMUM 3" OF

CLEAR COVER.

4. SIZE FOOTING AS REQIURED FOR UTILITIES.

LdLd

H

2H MIN

SLAB REINFORCEMENT

RE: FOUNDATION PLAN

MATCH SLAB

REINFORCEMENT

SLAB

RE: FOUNDATION PLAN

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

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

LI

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

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6ENDPSH\Documents\FY18PN55112_STRUC_R18_K6ENDPSH.rvt

8/8/2018 12:13:08 PM

AU

G

U

ST

W

2H N

R

D es ig ne r

Au th or

Ap pr ov er

C

AT

C O

D E

SB502

FO

U

N D

AT

IO

N D

ET

AI

LS

SA

VA

N N

AH

D

IS

TR

C

IT

Sa va nn ah

, G eo rg ia

FO

R

T

BE

N N

IN

G

, G

EO

R G

IA

FL

IG

H

T C

O N

TR

O

L

TO

W

ER

PN

C he ck er

ISSUED FOR CONSTRUCTION

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

DRILLED PIER ELEVATION3

TOP PIER REINFORCEMENT1

TYP. STEPPED SLAB EDGE DETAIL FOR UTILITIES2

NOT TO SCALE

3/4" CHAMFER, TYP

#4 @ 12" O.C. E.W.

TOP & BOT WITH 90

DEG HOOKS AT

EACH END

FACE OF EQUIPMENT

1'

0"

1' - 0"

11'

0" 0'

6"

6" MIN.

1' - 0" (2) #5 CONT.

SUPPORT FOR

REINFORCEMENT 3'-0"

O.C. EACH WAY

4" CAPILLARY

BARRIER

CONCRETE SLAB-ON-GRADE

#5 BAR @ 12" O.C.

EACH WAY

FF

T

COMPACTED

SUBGRADE

NOTES:

1. POSITION DOWELS PERPENDICULAR

TO JOINT AND PARALLEL TO…