Drawings_Volume_2_-_IFC_Reception_Phase_I.pdf

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SHEET ID.

G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI002 INDEX OF DRAWINGS

GI003 GENERAL NOTES, ABBREVIATIONS

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

SB101 FOUNDATION PLAN - COMPOSITE

SB102 FOUNDATION PLAN - PART A

SB103 FOUNDATION PLAN - PART B

SB104 FOUNDATION PLAN - PART C

SB105 FOUNDATION PLAN - PART D

SB106 FOUNDATION PLAN - PART E

SB501 FOUNDATION DETAILS

SB502 FOUNDATION DETAILS

SB503 FOUNDATION DETAILS

SB504 FOUNDATION DETAILS

SB505 FOUNDATION DETAILS

SB601 FOUNDATION SCHEDULES

SB602 PIER SCHEDULE AND DETAILS

SF101 SLAB PLAN - COMPOSITE

SF102 SLAB PLAN - PART A

SF103 SLAB PLAN - PART B

SF104 SLAB PLAN - PART C

SF105 SLAB PLAN - PART D

SF106 SLAB PLAN - PART E

SF107 ROOF FRAMING PLAN - COMPOSITE

SF301 FRAMING SECTIONS

SF302 FRAMING SECTIONS

SF303 FRAMING SECTIONS

SF304 FRAMING SECTIONS

SF305 WALL SECTIONS

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

A-100A LIFE SAFETY ANALYSIS

A-100B LIFE SAFETY PLAN

A-101 FLOOR PLAN - COMPOSITE

A-102 FLOOR PLAN - PART A

A-103 FLOOR PLAN - PART B

A-104 FLOOR PLAN - PART C

A-105 FLOOR PLAN - PART D

A-106 FLOOR PLAN - PART E

A-107 ROOF PLAN

A-108 REFLECTED CEILING PLAN A

A-109 REFLECTED CEILING PLAN B

A-110 REFLECTED CEILING PLAN C

A-111 REFLECTED CEILING PLAN D

A-112 REFLECTED CEILING PLAN E

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-203 ENLARGED NORTH EXTERIOR ELEVATIONS

A-204 ENLARGED SOUTH EXTERIOR ELEVATIONS

A-205 ENLARGED EAST ELEVATIONS

A-206 ENLARGED WEST ELEVATIONS

A-207 INTERIOR ELEVATIONS

A-208 INTERIOR ELEVATIONS

A-209 INTERIOR ELEVATIONS

A-210 INTERIOR ELEVATIONS

A-211 INTERIOR ELEVATIONS

A-301 BUILDING CROSS SECTION

A-302 BUILDING LONGITUDINAL SECTION

A-303 ENLARGED BUILDING SECTIONS (m ADMIN.

A-304 ENLARGED BUILDING SECTIONS

A-305 ENLARGED BUILDING SECTIONS

A-310 WALL SECTIONS

A-321 WALL DETAILS II

A-330 COLUMN DETAILS

A-331 COLUMN DETAILS

A-400 ENLARGED CORE PLANS

A-401 ENLARGED UNIT PLANS

A-404 INTERIOR DETAILS

A-405 INTERIOR DETAILS

A-406 INTERIOR DETAILS

A-510 ROOF DETAILS

A-511 ROOF DETAILS

A-513 ROOF DETAILS

A-514 EXTERIOR DETAILS

A-520 CEILING DETAILS

A-601 PARTITION TYPES

A-602 PARTITION TYPES

A-603 DOOR SCHEDULE AND DETAILS

A-604 DOOR DETAILS

A-605 DOOR DETAILS

A-606 WINDOW TYPES

A-607 LOUVER DETAILS

A-608 FINISH SCHEDULE

A-700 AIR BARRIER PLAN

A-701 AIR BARRIER PLAN

A-801 PERSPECTIVE VIEWS

1-101 FURNITURE PLAN - COMPOSITE

1-102 FURNITURE PLAN - PART A

1-103 FURNITURE PLAN - PART B

1-104 FURNITURE PLAN - PART C

1-105 FURNITURE PLAN - PART D

1-501 SIGNAGE TYPICAL$ & DETAILS

1-601 ROOM SCHEDULE & FINISH LEGEND

1-611 ROOM SCHEDULE & FINISH LEGEND

1-621 SIGNAGE SCHEDULE

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TITLE

3 I 4 I 5 I 6 I

INDEX OF DRAWINGS

SHEET ID. TITLE

FA001 FIRE ALARM LEGEND AND OPERATIONS MATRIX

FA100 FIRE ALARM AND MNS PLAN - COMPOSITE

FA101 FIRE ALARM AND MNS PLAN - PART A

FA102 FIRE ALARM AND MNS PLAN - PART B

FA103 FIRE ALARM AND MNS PLAN - PART C

FA104 FIRE ALARM AND MNS PLAN - PART D

FA105 FIRE ALARM AND MNS PLAN - PART E

FA501 FIRE ALARM & MASS NOTIFICATION DETAILS

FA601 FIRE ALARM, MASS NOTIFICATION AND PAGING SYSTEM DIAGRAM AND NOTES

FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES

FX101 FIRE PROTECTION PLAN - COMPOSITE

FX102 FIRE PROTECTION PLAN - PART A

FX103 FIRE PROTECTION PLAN - PART B

FX104 FIRE PROTECTION PLAN - PART C

FX105 FIRE PROTECTION PLAN - PART D

FX106 FIRE PROTECTION PLAN - PART E

FX501 FIRE PROTECTION DETAILS I

FX502 FIRE PROTECTION DETAILS II

FX503 FIRE PROTECTION DETAILS Ill

FX901 FIRE PUMP ROOM ISOMETRIC VIEW I

FX902 FIRE PUMP ROOM ISOMETRIC VIEW II

P-001 PLUMBING LEGEND

PL 101 PLUMBING PLAN - DOMESTIC - COMPOSITE

PL102 PLUMBING PLAN - DOMESTIC - PART A

PL103 PLUMBING PLAN - DOMESTIC - PART B

PL104 PLUMBING PLAN - DOMESTIC - PART C

PL105 PLUMBING PLAN - DOMESTIC - PART D

PL 111 PLUMBING PLAN - SANITARY - COMPOSITE

PL 112 PLUMBING PLAN - SANITARY - PART A

PL113 PLUMBING PLAN - SANITARY - PART B

PL 114 PLUMBING PLAN - SANITARY - PART C

PL115 PLUMBING PLAN - SANITARY - PART D

PL401 PLUMBING ENLARGED PLANS

PL402 PLUMBING ENLARGED PLANS

PL501 PLUMBING DETAILS

PL502 PLUMBING DETAILS

PL503 PLUMBING DETAILS

PL504 PLUMBING DETAILS

PL505 PLUMBING DETAILS

PL506 PLUMBING DETAILS

PL601 PLUMBING SCHEDULES

PL602 PLUMBING SCHEDULES

PL701 PLUMBING RISER DIAGRAM

PL702 PLUMBING RISER DIAGRAM

PL703 PLUMBING RISER DIAGRAM

PL704 PLUMBING RISER DIAGRAM

PL705 PLUMBING RISER DIAGRAM

PL711 PLUMBING RISER DIAGRAM

PL712 PLUMBING RISER DIAGRAM

PL713 PLUMBING RISER DIAGRAM

PL714 PLUMBING RISER DIAGRAM

PL715 PLUMBING RISER DIAGRAM

M-001 HVAC LEGEND

MH101 HVAC PLAN - COMPOSITE

MH102 HVAC PLAN - PART A

MH103 HVAC PLAN - PART B

MH104 HVAC PLAN - PART C

MH105 HVAC PLAN - PART D

MH111 HVAC THERMOSTAT AND SENSOR PLAN - PART A

MH112 HVAC THERMOSTAT AND SENSOR PLAN - PART B

MH113 HVAC THERMOSTAT AND SENSOR PLAN - PART C

MH114 HVAC THERMOSTAT AND SENSOR PLAN - PART D

MH301 HVAC SECTIONS I

MH302 HVAC SECTIONS II

MH303 HVAC SECTIONS Ill

MH304 HVAC SECTIONS IV

MH305 HVAC SECTIONS V

MH306 HVAC SECTIONS VI

MH401 HVAC ENLARGED PLANS I

MH402 HVAC ENLARGED PLANS II

MH403 HVAC ENLARGED PLANS Ill

MH404 HVAC ENLARGED PLANS IV

MH405 HVAC ENLARGED PLANS V

MH501 HVAC DETAILS I

MH502 HVAC DETAILS II

MH503 HVAC DETAILS Ill

MH504 HVAC DETAILS IV

MH505 HVAC DETAILS V

MH506 HVAC DETAILS VI

MH507 HVAC DETAILS VII

MH601 HVAC SCHEDULES I

MH602 HVAC SCHEDULES II

MH603 HVAC SCHEDULES Ill

MH701 HYDRONIC CHILLED WATER PIPING SCHEMATIC

MH702 HYDRONIC HOT WATER PIPING SCHEMATIC

MI001 HVAC CONTROLS LEGEND

MI002 HVAC CONTROL GENERAL NOTES

MI003 HVAC SCHEDULING INSTRUCTIONS

Ml801 AHU-1 CONTROL SCHEMATIC

Ml802 AHU-1 CONTROL SEQUENCE OF OPERATION

Ml803 AHU-1 CONTROL SEQUENCE OF OPERATION (CONT.l AND SCHEDULES

Ml804 AHU-1 CONTROL POINTS SCHEDULE

Ml805 AHU-2 CONTROL SCHEMATIC

Ml806 AHU-2 CONTROL SEQUENCE OF OPERATION

Ml807 AHU-2 CONTROL SCHEDULES

Ml808 AHU-2 CONTROL POINTS SCHEDULE

Ml809 AHU-3 CONTROL SCHEMATIC

7 I 8 I 9 I

SHEET ID. TITLE

Ml810 AHU-3 CONTROL SEQUENCE OF OPERATION

Ml811 AHU-3 CONTROL SCHEDULES

Ml812 AHU-3 CONTROL POINTS SCHEDULE

Ml813 AHU-4 CONTROL SCHEMATIC

Ml814 AHU-4 CONTROL SEQUENCE OF OPERATION

Ml815 AHU-4 CONTROL SCHEDULES

Ml816 AHU-4 CONTROL POINTS SCHEDULE

Ml817 ERV CONTROL SCHEMATIC & SCHEDULE

Ml818 ERV CONTROL SEQUENCE OF OPERATION

Ml819 ERV CONTROL POINTS SCHEDULE

Ml820 HVU CONTROLS

Ml821 MISCELLANEOUS CONTROL SCHEMATICS

Ml822 MISCELLANEOUS CONTROL SCHEMATICS

Ml824 MISCELLANEOUS CONTROL POINTS SCHEDULES

Ml825 MISCELLANEOUS CONTROL POINTS SCHEDULES

Ml826 MISCELLANEOUS CONTROL POINTS SCHEDULES

Ml827 MISCELLANEOUS CONTROL POINTS SCHEDULES

Ml828 MISCELLANEOUS CONTROL POINTS SCHEDULES

Ml829 HEATING HOT WATER CONTROL SCHEMATIC

Ml830 HEATING HOT WATER CONTROL SEQUENCE OF OPERATION

Ml831 HEATING HOT WATER CONTROL POINTS SCHEDULE

Ml832 CHILLED WATER CONTROL SCHEMATIC

Ml833 CHILLED WATER CONTROL SEQUENCE OF OPERATION

Ml834 CHILLED WATER CONTROL POINTS SCHEDULE

Ml836 DOMESTIC WATER CONTROLS

MP101 HVAC HYDRONIC PIPING PLAN

MP102 HVAC HYDRONIC PIPING PLAN - PART A

MP103 HVAC HYDRONIC PIPING PLAN - PART B

MP104 HVAC HYDRONIC PIPING PLAN - PART C

MP105 HVAC HYDRONIC PIPING PLAN - PART D

E-001 LEGEND AND NOTES

EG101 LIGHTNING PROTECTION PLAN - COMPOSITE

EG501 LIGHTING PROTECTION DETAILS

EG502 LIGHTNING PROTECTION DETAILS

EG503 MISC GROUNDING DETAILS

EL 100 LIGHTING PLAN - COMPOSITE

EL 101 LIGHTING PLAN - PART A

EL 102 LIGHTING PLAN - PART B

EL103 LIGHTING PLAN - PART C

EL 104 LIGHTING PLAN - PART D

EL105 LIGHTING PLAN - PART E

EL501 LUMINAIRE SCHEDULE AND DETAILS

EL502 LUMINAIRE DETAILS

EL503 LUMINAIRE DETAILS

EL601 LIGHTING CONTROL STRATEGY SCHEDULE

EL602 LIGHTING CONTROL DETAILS

EL603 LIGHTING CONTROL DIAGRAMS

EL604 LIGHTING CONTROL DIAGRAMS

EP100 POWER PLAN - COMPOSITE

EP101 POWER PLAN - PART A

EP102 POWER PLAN - PART B

EP103 POWER PLAN - PART C

EP104 POWER PLAN - PART D

EP105 POWER PLAN - PART E

EP106 POWER PLAN - ROOF

EP401 POWER- ENLARGED PLANS I

EP402 POWER- ENLARGED PLANS II

EP403 POWER - ENLARGED PLANS Ill

EP404 POWER - ENLARGED PLANS IV

EP501 ELECTRICAL DETAILS

EP601 POWER ONE-LINE DIAGRAM

EP602 MOTOR AND EQUIPMENT FEEDER SCHEDULE

EP603 PANEL FEEDER SCHEDULE

EP604 TRANSFORMER FEEDER SCHEDULE

EP610 PANEL SCHEDULES

EP611 PANEL SCHEDULES

EP612 PANEL SCHEDULES

EP613 PANEL SCHEDULES

EP614 PANEL SCHEDULES

EP615 PANEL SCHEDULES

EP616 PANEL SCHEDULES

EP617 PANEL SCHEDULES

EP618 PANEL SCHEDULES

EP619 PANEL SCHEDULES

EP620 PANEL SCHEDULES

EY001 SPECIAL SYSTEMS LEGEND AND NOTES

EY100 SPECIAL SYSTEMS PLAN - COMPOSITE

EY101 SPECIAL SYSTEMS PLAN - PART A

EY102 SPECIAL SYSTEMS PLAN - PART B

EY103 SPECIAL SYSTEMS PLAN - PART C

EY104 SPECIAL SYSTEMS PLAN - PART D

EY105 SPECIAL SYSTEMS PLAN - PART E

EY401 SPECIAL SYSTEMS - ENLARGED PLANS

EY501 SPECIAL SYSTEMS DETAILS - ACCESS CONTROL

EY502 SPECIAL SYSTEMS DETAILS - SECURITY CAMERAS

EY503 SPECIAL SYSTEM DETAILS - EQUIPMENT RACKS

EY601 SPECIAL SYSTEMS ACCESS CONTROL SYSTEM INFRASTRUCTURE ONE-LINE DIAGRAM

EY602 SPECIAL SYSTEMS CCTV INFRASTRUCTURE ONE-LINE DIAGRAM

EY603 SPECIAL SYSTEMS AV SYSTEMS ONE-LINE DIAGRAM - CLASSROOM

EY604 SPECIAL SYSTEMS AV SYSTEMS ONE LINE DIAGRAM - BRIEFING ROOM

TN001 TELECOMMUNICATIONS LEGEND AND GENERAL NOTES

TN100 TELECOMMUNICATIONS PLAN - COMPOSITE

TN101 TELECOMMUNICATIONS PLAN - PART A

TN102 TELECOMMUNICATIONS PLAN - PART B

TN103 TELECOMMUNICATIONS PLAN - PART C

TN104 TELECOMMUNICATIONS PLAN - PART D

TN105 TELECOMMUNICATIONS PLAN - PART E

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INDEX OF DRAWINGS

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A R

M Y C

O R

P S O

F E

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TITLETITLE

C H

A R

L E

S T

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T R

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H

A G

O O

D A

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C H

A R

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S T

O N S

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TN401 TELECOMMUNICATIONS ENLARGED PLANS

TN501 TELECOMMUNICATIONS DETAILS

TN502 TELECOMMUNICATIONS DETAILS

TN601 TELECOMMUNICATIONS DIAGRAMS

TN602 TELECOMMUNICATIONS AND CATV RISER DIAGRAMS

S-101X LAWN EQUIPMENT BUILDING (LEB)

S-501X LAWN EQUIPMENT BUILDING DETAILS

E-001X ELECTRICAL LEGEND & GENERAL NOTES

EG101X LIGHTNING PROTECTION PLAN

EG501X LIGHTNING PROTECTION SYSTEM DETAILS

EL101X LIGHTING PLAN

EL501X LUMINAIRE SCHEDULE AND CONTROL DETAILS

EP101X POWER PLAN

EP601X POWER RISER DIAGRAM & PANEL SCHEDULE

ET601X TELECOMM DIAGRAM & DETAILS

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

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

NFPA NATIONAL FIRE

PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

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

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

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

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PREFIN PREFINISHED

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PWR POWER

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

QT QUARRY TILE

QTY QUANTITY

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

RB RESILIENT BASE

RBM REINFORCED BRICK

MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

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

RV ROOF VENT

RVL REVEAL

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

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL SHEET METAL

FLASH (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS STAINLESS STEEL

SSMR STANDING SEAM METAL ROOF

ST STAIRS

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

STRUC STRUCTURAL

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SIDEWALK

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

T TREAD

T/S TUB/SHOWER

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

TH THICK

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TYP TYPICAL

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

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER

LABORATORIES

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER

SYSTEM

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

VAV VARIABLE AIR VOLUME/UNIT

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VTR VENT THRU ROOF

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

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

W/O WITHOUT

WWF WELDED WIRE FABRIC

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

XFMR TRANSFORMER

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

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL

SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH

DISABILITIES ACT

ADJ ADJACENT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED

CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AWT ACOUSTICAL WALL

TREATMENT

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

B LABEL CLASS B DOOR

BALC BALCONY

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BRKT BRACKET

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/NUMBER

REVISION

TAG

PLAN, BLOW-UP

DETAIL

PLAN NORTH

NORTH ARROW

w/ TRUE NORTH

INDICATION

(DASHED)

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

LEVEL SYMBOL

GENERAL SYMBOLS

Room name

CENTERLINE

INDICATOR

1/2 1 21

SCALE: 1"=1'-0"

SCALE BAR

VIEW NAME1

VIEW TITLE BAR

SAND

CONCRETE/ PRECAST

CONCRETE

STONE

BRICK

CMU

PLYWOOD

RIGID INSULATION

BATT INSULATION

GYPSUM BOARD,

PLASTER

EIFS

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

ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

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

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

A-101

SIM

A101

Ref

R ef

Ref

R ef

AE201

DISCIPLINE*:

G - GENERAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

DISCIPLINE DESIGNATOR

SHEET TYPE

DESIGNATOR

SHEET SEQUENCE

NUMBER

F- FIRE PROTECTION

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

T-

TELECOMMUNICATIONS

*ADDITIONAL DISCIPLINES MAY BE USED

IN THIS DRAWING SET.

DRAWING NAMING CONVENTION

SHEET ID

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

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FI

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AM

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IS

SU

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AT

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C O

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AC

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N O

SO

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C

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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

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F

G

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GENERAL NOTES:

G-1. THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER ALL BUILDING CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING

ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY

BRACING, GUYS, OR TIE-DOWNS.

G-2. THE CONTRACT DOCUMENTS DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION. THE

CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK DURING ERECTION AND CONSTRUCTION

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

TECHNIQUES, SEQUENCES, AND SAFETY.

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

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

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

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

OFFICER PRIOR TO BEGINNING WORK IN IMPACTED AREAS.

G-5. 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-6. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [±X'-X"] REFERENCED TO THE FINISHED FIRST FLOOR ELEVATION DATUM [0'-0"]. SEE CIVIL DRAWINGS FOR ACTUAL DATUM

ELEVATION.

G-7. 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, RECEPTIONCOMPLEX

PHASE I, FY 18, PN 76149, FT JACKSON, SC", DATED SEPTEMBER 2018.

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

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

BEEN FOLLOWED AND ACCOMPLISHED.

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

EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND DEWATERING AS

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

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

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

REQUIREMENTS.

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

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

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

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

UNDERGROUND UTILITIES.

F-8. PLACE 10 MIL VAPOR RETARDER ON A 4" COMPACTED CAPILLARY WATER BARRIER UNDER ALL INTERIOR SLABS-ON-GRADE (TYPICAL). DO NOT USE VAPOR RETARDER UNDER WAREHOUSE SLAB.

F-9. DRAINAGE AND DEWATERING: ALL EXCAVATION SHALL BE PREFORMED 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 31 00 00 EARTHWORK FOR ADDITIONAL REQUIREMENTS.

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 0.45. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. SEE SPECIFICATIONS FOR AIR ENTRAINMENT

REQUIREMENTS.

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 S-001UNO 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 (NOT EXPOSED TO EARTH OR WEATHER) 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 SOG 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. MAXIMUM JOINT SPACING SHALL BE 15 FT UNLESS NOTED

OTHERWISE.

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

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

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

REINFORCING SHOP DRAWING SUBMITTAL FOR APPROVAL.

DESIGN CODE NOTES:

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

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

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

FORMED STEEL STRUCTURAL MEMBERS

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

FORM DECK, & ROOF DECK

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

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

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

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

(1 OCT 2013)

DESIGN LOAD CRITERIA:

D-2. FIRST FLOOR LIVE LOADS:

WAREHOUSE, SLAB ON GRADE 300 PSF

UNO, SLAB ON GRADE 150 PSF

PLATFORMS 100 PSF

*SLAB DESIGNED FOR 6 KIP FORKLIFT

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

*DESIGN RIGID FRAME IN WAREHOUSE PORTION FOR 2 KIP VERTICAL LIVE LOAD

LOCATED ANYWHERE ALONG THE RAFTER

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

FROST PENETRATION DEPTH 0 IN

BALANCED SNOW LOADING:

MINIMUM LOW SLOPE ROOF SNOW LOAD, Pm 10 PSF

UNBALANCED SNOW LOADING:

SEE S-002

SNOW DRIFT LOADING: (HIGH ROOF/LOW ROOF AND CANOPY)

SEE S-002

D-5. WIND LOADS:

RISK CATEGORY II

WIND IMPORTANCE FACTOR, Iw 1.0

BASIC WIND SPEED, V 120 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 0.42

MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.15

SITE CLASS D

DESIGN SPECTRAL RESPONSE ACCELERATION, Sds 0.41 DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 0.22

SEISMIC DESIGN CATEGORY D

SEISMIC ANALYSIS PROCEDURE BY MBM

SEISMIC-FORCE RESISTING SYSTEM BY MBM

RESPONSE MODIFICATION FACTOR, R BY MBM

SYSTEM OVERSTRENGTH FACTOR BY MBM

DEFLECTION AMPLIFICATION FACTOR, Cd BY MBM SEISMIC RESPONSE COEFFICIENT, Cs BY MBM

SEISMIC DESIGN BASE SHEAR, V BY MBM

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 PROTECTION (LOP) LOW (LLOP)

CONVENTIONAL CONSTR STANDOFF DISTANCE 82 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 N/A (<3 STORIES)

METAL BUILDING:

MB-1. THE METAL BUILDING SYSTEM HAS BEEN PLANNED TO CONSIST OF A RIGID FRAME STRUCTURE RESISTING GRAVITY AND LATERAL LOADS IN THE PLAN EAST-WEST DIRECTION AND X-BRACING RESISTING LATERAL LOADS IN THE LOW ROOF PLAN NORTH-SOUTH DIRECTION AND PORTAL FRAMES WITH X- BRACING ABOVE RESISTING LATERAL LOADS IN THE HIGH ROOF PLAN NORTH-SOUTH DIRECTION. THE LATERAL FORCE RESISTING SYSTEM AND ALL LATERAL BRACING SHALL BE DESIGNED BY THE METAL BUILDING MANUFACTURER (MBM). DESIGN BUILDING SYSTEM(S) IN ACCORDANCE WITH LATEST EDITIONS

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

MB-2. DESIGN BUILDING SYSTEM FOR LIVE LOADS INDICATED AND A COLLATERAL DEAD LOAD OF 10 PSF IN ADDITION TO BUILDING DEAD LOADS (BUILDING DEAD LOADS INCLUDE WEIGHT OF THE ROOF SYSTEM), WIND LOADS AND SEISMIC LOADS. PARAMETERS FOR DEVELOPMENT OF WIND AND SEISMIC LOADS ARE LISTED IN THE GENERAL NOTES. INCLUDE THE EFFECTS OF WINDWARD AND LEEWARD WIND PRESSURE AND SUCTION LOADS. DESIGN RIGID FRAME(S) IN WAREHOUSE PORTION FOR 2 KIP VERTICAL LIVE LOAD

LOCATED ANYWHERE ALONG THE RAFTER.

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

BUILDING SYSTEMS MANUAL (LATEST EDITION) LOAD COMBINATIONS ARE MORE STRINGENT.

MB-4. LIMIT THE STORY DRIFT OF THE STRUCTURE IN BOTH DIRECTIONS TO H/480 WITH WIND LOADS BASED ON

SERVICIBILITY WIND SPEEDS OF A 10 YEAR MEAN RECURRENCE INTERVAL .

MB-5. ROOF DIAGONAL BRACING SHALL BE PROVIDED TO TRANSFER DIAPHRAGM FORCES TO THE MBM FRAMES.

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

MULTIPLE BAYS OF LATERAL MEMBERS.

MB-7. PIERS AND FOUNDATIONS SHOWN FOR THE BUILDING ARE FOR PRICING ESTIMATES ONLY. THE CONTRACTOR SHALL HIRE A PROFESSIONAL ENGINEER TO DESIGN THE METAL BUILDING FOUNDATIONS FOR ACTUAL BUILDING LOADS PROVIDED BY THE METAL BUILDING MANUFACTURER. THE DESIGN SHALL BE BASED ON THE SOIL PARAMETERS SPECIFIED IN NOTE F-1 ON THIS SHEET AND THE FINAL COLUMN REACTIONS REPORTED BY THE MBM MANUFACTURER. THE FINAL FOUNDATION DESIGN SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED TO THE CONTRACTING OFFICER

FOR APPROVAL. FOUNDATIONS FOR ELEMENTS OTHER THAN MBM COLUMN FOUNDATIONS WILL BE

CONSTRUCTED AS SHOWN. SEE PLAN FOR LOCATIONS.

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

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

ANCHOR BOLTS SHALL NOT BE LESS THAN 3/4" NOMINAL SIZE. ANCHOR BOLTS SHALL BE DESIGNED BY THE MBM SUPPLIER. COLUMN ANCHOR BOLTS SHALL BE POSITIVELY LOCATED USING 1/8" SHEET METAL TEMPLATES FOR ALL COLUMN BASE PLATES. BASE PLATE TEMPLATE ANCHOR BOLT HOLES SHALL NOT EXCEED BOLT DIA. +/- 1/6”. PROVISION SHALL BE MADE FOR ALL ANCHOR BOLTS TO BE RIGIDLY HELD IN POSITION TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT. ANCHOR BOLTS SHALL NOT BE

TIGHTENED PRIOR TO 14 DAYS FOLLOWING CONCRETE PLACEMENT.

MB-9. THE CONTRACTOR SHALL DESIGN, PROVIDE, AND COORDINATE STRUCTURAL FRAMING MEMBERS FOR THE SUPPORT OF ALL HVAC UNITS, DUCTS, FANS, PIPING, ELECTRICAL COMPONENTS, OPERABLE PARTITIONS, ETC. COORDINATE WEIGHT AND ROUTING OF FIRE PROTECTION PIPING AND ADD EXTRA

MEMBERS AS REQUIRED.

MB-10. THE MBM IS RESPONSIBILE FOR PROVIDING ADDITIONAL STRUCTURAL MEMBERS AND CONNECTIONS TO BUILDING SUB-FRAMING AS NECESSARY AROUND WINDOW AND SKYLIGHT OPENINGS SUCH THAT FRAME

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

DOOR/WINDOW/SKYLIGHT CONNECTIONS TO SUPPORT STRUCTURE AND SUPPORTING FRAMING MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ATFP CRITERIA APPLIED UNIFORMLY TO DOOR, WINDOW, AND

SKYLIGHT AREAS.

MB-11. BOTTOM OF COLUMNS SHALL BE DESIGNED AND DETAILED AS A PINNED CONNECTION. COLUMNS SHALL

NOT TRANSFER ANY MOMENT TO CONCRETE.

STEEL CONSTRUCTION NOTES:

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

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

AISC SPECIFICATION AND THE FOLLOWING:

A. WIDE FLANGE SHAPES (50 KSI) ASTM A992

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. ALL SHOP AND FIELD WELDING SHALL BE BY CERTIFIED WELDERS AND SHALL CONFORM TO AWS

STANDARDS. USE E70XX ELECTRODES UNLESS OTHERWISE NOTED. MINIMUM WELD SIZE FOR

STRUCTURAL STEEL IS 3/16" FILLET, UNLESS OTHERWISE NOTED ON PLANS. CURRENT AWS

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

S-4. ALL BOLTED CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL USE 3/4" DIAMETER HIGH STRENGTH BOLTS WITH HARDENED CARBON STEEL WASHERS AS REQUIRED FOR THE CONNECTION LOADS. IF LOADS ARE NOT INDICATED ON THE DRAWINGS, STEEL FABRICATOR SHALL SIZE CONNECTIONS FOR A MINIMUM OF ONE HALF OF THE UNIFORM LOAD CAPACITY OF THE BEAM AS INDICATED IN THE AISC MANUAL.

S-5. FIELD CUTTING OF STRUCTURAL STEEL MEMBERS BY ANY TRADE SHALL NOT BE PERMITTED. BOLT HOLES

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

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

MANUFACTURER AND SPEC 13 34 19.

S-7. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL DRAWINGS AND DESIGN CALCULATIONS FOR ANY ALTERNATE DETAILS AND MEMBER SPLICES. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN

ENGINEER LICENSED IN THE STATE OF THE PROJECT.

S-8. SHOP OR FIELD SPLICES OF STRUCTURAL STEEL MEMBERS ARE PROHIBITED EXCEPT AS DETAILED ON THE DRAWINGS, PERMITTED IN THE SPECIFICATIONS, AS INDICATED ON APPROVED SUBMITTALS, AND AS

SPECIFICALLY APPROVED ON SHOP DRAWINGS PRIOR TO FABRICATION.

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

S-10. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 FOR MEMBERS AND ASTM A153 FOR CONNECTION ELEMENTS, EXCEPT THAT ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE BLAST CLEANED AND COATED IN ACCORDANCE WITH THE STRUCTURAL STEEL AND PAINT SPECIFICATIONS. COORDINATE ALL STEEL FINISHES WITH ARCHITECTURAL DRAWINGS

AND SPECIFICATIONS.

STRUCTURAL LEGEND

SLOPE DIRECTION

INDICATES ELEVATION

REFERENCED

TO FINISHED FLOOR

KEYED PLAN NOTE

COLUMN REFERENCE LINE

(CENTER LINE OF COLUMN)

SPOT ELEVATION

DN

X

[+/- X’-X”]

X

[+/- X’-X”]

SLAB DEPRESSION

BRICK WALL

CONCRETE ELEMENT

COMPACTED EARTH FILL

GROUT

CONCRETE MASONRY UNIT

(CMU)

POROUS FILL

WELDED WIRE FABRIC (WWF)

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

SYMBOL DESCRIPTION

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MBM METAL BUILDING MANUFACTURER

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

PJF PREMOLDED JOINT FILLER

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF REINFORCEMENT

REQD REQUIRED

SCHED SCHEDULE

SE SLAB EDGE

SJ SAWED CONTRACTION JOINT

SJI STEEL JOIST INSTITUTE

SIM SIMILAR

SL SLOPE(D)

SOG SLAB ON GRADE

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

LIGHT GAUGE STEEL NOTES:

LG-1. WALL AND ROOF LAYOUT AND COMPONENTS SHOWN ON THE LAWN EQUIPMENT BUILDING

DRAWINGS ARE FOR GENERAL CONFIGURATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL DIMENSIONS, ELEVATIONS, CONNECTION DETAILS, QUANTITIES, ETC. NECESSARY FOR

THE COMPLETE DESIGN, FABRICATION, AND ERECTION OF THE TRUSS AND WALL SYSTEM. THE

CONTRACTOR SHALL COORDINATE THE DESIGN WITH THE ARCHITECTURAL PLANS, ELEVATIONS,

AND DETAILS. TRUSS AND WALL DESIGN SHALL BE COORDINATED WITH THE MECHANICAL

CONTRACTOR AND WEB MEMBERS SHALL BE COORDINATED TO ACCOMODATE EQUIPMENT,

DUCTS, AND PIPES, AS REQUIRED. COORDINATE MEP LAYOUTS WITH EQUIPMENT SUPPLIERS.

LG-2. 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-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.

LG-8. TRUSS DEFLECTION LIMITS SHALL BE IN ACCORDANCE WITH IBC 2015.

LG-9. BRIDGING AND BRACING OF TRUSS COMPRESSION MEMBERS SHALL BE INSTALLED IN

ACCORDANCE WITH THE TRUSS MANUFACTURERS DESIGN AND DIRECTIONS. TRUSSES SHALL BE

BRACED SECURELY BOTH DURING ERECTION AND AFTER PERMANENT INSTALLATION BY THE

CONTRACTOR. ERECTION BRACING SHALL HOLD TRUSSES STRAIGHT AND PLUMB UNTIL DECKING

AND PERMANENT TRUSS BRACING HAVE BEEN INSTALLED. ALL BRACING SHALL BE INSTALLED

PRIOR TO THE LOADING OF THE TRUSSES. THE BOTTOM CHORD SHALL NOT BE ASSUMED TO BE

LATERALLY SUPPORTED BY THE CEILING CONSTRUCTION.

LG-10 WALL LAYOUT SHOWN ON THE CIIP BUILDING DRAWINGS ARE FOR GENERAL CONFIGURATION

ONLY. THE CONTRACTOR SHALL COORDINATE THE DESIGN WITH ARCHITECTURAL, MECHANICAL

AND ELECTRICAL.

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 DESIGNED BY METAL BUILDING MFR.

FASTENERS FOR ROOF DECK SHALL UTILIZE A MINIMUM OF #12 SELF TAPPING SCREWS AT A PATTERN DETERMINED BY METAL BUILDING MFR TO SUPPORT STRUCTURE WITH #10 SELF TAPPING SCREWS AT SIDE LAP CONNECTIONS BY METAL BUILDING MFR. STEEL ROOF DECK AT LAWN EQUIPMENT BUILDING SHALL BE 1 1/2" WIDE RIB 22 GA. FASTENERS FOR ROOF DECK SHALL UTILIZE A MINIMUM OF #12 SELF TAPPING SCREWS AT A 36/5 PATTERN TO SUPPORT STRUCTURE WITH 2 #10 SELF TAPPING SCREWS AT

SIDE LAP CONNECTIONS. AT DECK EDGES FASTEN WITH #12 SCREWS AT 6" OC.

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.

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 WIND AND SEISMIC RESISTANCE SHALL BE AS PER IBC 2015,

SECTION 1705.11 AND 1705.12.

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

CONTROL (CQC)PLAN.

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

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

SPECIAL INSPECTIONS DIRECTLY TO THE GOVERNMENT.

WOOD NOTES:

W-1. LAYOUT AND DIMENSIONS OF FRAMING MEMBERS ON STRUCTURAL DRAWINGS SHOW GENERAL

ARRANGEMENT. COORDINATE WITH ARCHITECTURAL

W-2. ALL DIMENSIONAL LUMBER NOTED IN THE DRAWINGS SHALL PROVIDE NOT LESS THAN THE MINIMUM

DESIGN VALUES AS PUBLISHED BY THE NATIONAL DESIGN SPECIFICATION.

W-3. NO HOLES, COPES OR CUTS ARE PERMITTED IN STRUCTURAL WOOD FRAMING.

W-4 ALL FASTENING OF WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE DETAILS OR ICC IBC

FASTENING SCHEDULE, WHICHEVER IS MORE STRINGENT.

W-5 ALL LUMBER SHALL BE KILN DRIED WITH A MOISTURE CONTENT LESS THAN 19%.

W-6 ALL FASTENER COATINGS SHALL BE COMPATIBLE WITH WOOD PRESERVATIVE USED.

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M

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ZONE

ROOF

CIIP BUILDING HIGH ROOF

C AND C WIND PRESSURES (PSF)

ULTIMATE

10 SF

EFFECTIVE

WIND

AREA 1

WALLOVERHANG

1. GROSS WIND PRESSURES SHOWN ABOVE CORRESPOND TO WIND

PRESSURE DIAGRAMS.

2. EDGE ZONES 'a' = 17'-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.

5. SEE S-101X FOR PRESSURES ONS LAWN EQUIPMENT BUILDING.

6. CANOPIES SSHALL USE OVERHANG PRESSURES FOR ZONE INDICATED.

20 SF

50 SF

100 SF

+14 / -38

+13 / -37

+12 / -36

+16 / -65

+14 / -59

+13 / -49

+12 / -42

+16 / -98

+14 / -80

+13 / -59

+12 / -42

+39 / -42

+37 / -41

+35 / -39

+32 / -37

+39 / -52

+37 / -49

+35 / -44

+32 / -42

-62 -98

-78

-52

-32

ZONE 2 ZONE 3 ZONE 4 ZONE 5ZONE 2 ZONE 31 &

-60

-59

-59

+15 / -36

ZONE

ROOF

CIIP BUILDING LOW ROOF

C AND C WIND PRESSURES (PSF)

ULTIMATE

10 SF

EFFECTIVE

WIND

AREA 1

WALLOVERHANG

20 SF

50 SF

100 SF

+13 / -35

+12 / -33

+12 / -33

+15 / -59

+13 / -53

+12 / -45

+12 / -39

+15 / -89

+13 / -73

+12 / -53

+12 / -39

+36 / -39

+33 / -37

+32 / -36

+30 / -33

+36 / -47

+33 / -45

+32 / -40

+30 / -39

-46 -89

-71

-47

-43

ZONE 2 ZONE 3 ZONE 4 ZONE 5ZONE 2 ZONE 31 &

-44

-43

-43

+29 / -27

ZONE

ROOF

FORMATION AREA

C AND C WIND PRESSURES (PSF)

ULTIMATE

36 SF

EFFECTIV

E WIND

AREA 1

1. GROSS WIND PRESSURES SHOWN ABOVE CORRESPOND

TO WIND PRESSURE DIAGRAMS SHOWN BELOW.

2. EDGE ZONES 'a' = 6'-0" 1/12 SLOPE

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 GOVERNING

WIND PRESSURES ACTING AWAY FROM THE COMPONENT

AND CLADDING SURFACES.

144 SF

>144 SF

+29 / -27

+29 / -27

+44 / -42

+44 / -42

+29 / -27

+59 / -81

+44 / -42

+29 / -27

ZONE 2 ZONE 32

2 2 2 2

2 2 2 2

1 1

1 1

3 3

'a' = 17'

(TYP)

'a' = 17'

(TYP)

'a'

'a' = 17'

(TYP)

'a' = 17'

(TYP)

WALL ZONES

ROOF ZONES

HIGH ROOF

LOW ROOF

3 32 3 32

'a

TY

P)

'a

'a'

CANOPY, TYP

3 3

6.3 PSF

21 PSF

1.9 PSF

FROM RIDGE

31' - 0"

UNBALANCED SNOW LOAD

CIIP BUILDING

7.6 PSF

13.3 PSF

2.3 PSF

FROM RIDGE

12' - 0"

UNBALANCED SNOW LOAD

FORMATION AREA

11' - 4"

6.3 PSF

6.3 PSF

43.3 PSF MAX INTENSITY OF SURCHARGE LOAD

SNOW DRIFT LOADING

(HIGH ROOF / LOW ROOF)

CIIP BUILDING

NOTE: THIS LOAD CASE SHALL BE MIRRORED ABOUT RIDGE.

NOTE: THIS LOAD CASE SHALL BE MIRRORED ABOUT RIDGE.

E

FOR CANOPY SIZE

SEE ARCH

36 PSF

6.3 PSF

50 PSF MAX INTENSITY OF SURCHARGE LOAD

SNOW DRIFT LOADING

(CANOPIES)

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132' - 0"

SF302

SF303

SF303

SF301

SF302

SF301

BRACED BAY BRACED BAY

BRACED BAY BRACED BAY

BR

AC

ED

B

AY

BR

AC

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B

AY

BR

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B

AY

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MATCHLINE

MATCHLINE

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SF304

SF304

FOUNDATION PLAN NOTES:

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS, SEE S-001.

2. SEE SF301 AND FOLLOWING FOR FRAME SECTIONS.

3. SEE SB501 AND FOLLOWING FOR SLAB AND FOUNDATION SECTIONS AND

DETAILS.

4. P-X INDICATES CONCRETE PIER. SEE PIER SCHEDULE ON SB602 FOR

SIZE AND REINFORCEMENT.

5. CF-X.Y INDICATES COLUMN FOOTING FOUNDED IN SOIL WITH AN

ALLOWABLE BEARING CAPACITY OF 3000 PSF AS DEFINED IN THE

FOUNDATION NOTES ON S-001. SEE FOOTING SCHEDULE ON SB601 FOR

SIZE AND REINFORCEMENT.

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

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

TOP OF FORMATION AREA FTG = (-) 1'-4" MIN.

7. PIERS AND FOUNDATIONS SUPPORTING MB COLUMNS ARE PRELIMINARY

FOR ESTIMATING PURPOSES ONLY AND ARE NOT FINAL. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL DESIGN OF MB PIERS

AND FOUNDATIONS BASED ON FINAL MB REACTIONS. SEE GENERAL

NOTES FOR ADDITIONAL INFORMATION.

8. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL, ELECTRICAL

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

9. * INDICATES DIMENSION SHALL BE COORDINATED WITH METAL BUILDING

MANUFACTURER.

10. INDICATES FOOTING STEP. SEE DETAIL 6/SB502 .

11. DRAINAGE AND DEWATERING: ALL EXCAVATION SHALL BE PREFORMED

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…