PN79439_RTA_PLANS_2of4.pdf

PDF 24 MB Posted Apr 6, 2018

Attached to: SOF Advanced Skills Training Facility
Solicitation number: W912PM-18-R-0004
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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Plans - Volume 2 of 4

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File	Type	Posted
PN79439_VOL3_AMD3.pdf	PDF	May 11, 2018
AMENDMENT_0003_PN79439.1.pdf	PDF	May 11, 2018
PN79439_VOL1_AMD3.pdf	PDF	May 11, 2018
PN79439_VOL2_AMD3.pdf	PDF	May 11, 2018
W912PM-18-R-0004-0003_PN79439.1_Conformed_Front-End.pdf	PDF	May 11, 2018
W912PM-18-R-0004-0002_PN79439.1_SOF_Advanced_Skills_Training_Facility_-_..._(1).pdf	PDF	May 3, 2018
W912PM-18-R-0004-0002_PN79439.1_SOF_Advanced_Skills_Training_Facility_-_....pdf	PDF	May 3, 2018
PN79439.1_SOF_Advanced_Skills_Trng_Fac_-_conformedcopy....pdf	PDF	Apr 27, 2018
Amendment_0001.pdf	PDF	Apr 27, 2018
PN79439_VOL2_AMD1_PLANS.pdf	PDF	Apr 27, 2018
PN79439_VOL1_AMD1_PLANS.pdf	PDF	Apr 27, 2018
79439_signinsheet_18April2018.pdf	PDF	Apr 25, 2018
Attachment_6_AV_Backup_-_Bid_Schedule_PN79439.xlsx	XLSX spreadsheet	Apr 20, 2018
Attachment_3_NAVFAC_USACE_PPQ.PDF	PDF	Apr 20, 2018
PN79439_RTA_PLANS_2of4_unlocked.pdf	PDF	Apr 19, 2018
PN79439_RTA_PLANS_1of4_unlocked.pdf	PDF	Apr 19, 2018
PN79439_RTA_PLANS_3of4_unlocked.pdf	PDF	Apr 19, 2018
PN79439_RTA_PLANS_4of4_unlocked.pdf	PDF	Apr 19, 2018
PN79439_FFE_IFC_vol4.pdf	PDF	Apr 6, 2018
BR79439vol2_SPECS.pdf	PDF	Apr 6, 2018
PN79439_RTA_PLANS_4of4.pdf	PDF	Apr 6, 2018
PN79439_RTA_PLANS_1of4.pdf	PDF	Apr 6, 2018
BR79439vol1_SPECS.pdf	PDF	Apr 6, 2018
BR79439vol3_SPECS.pdf	PDF	Apr 6, 2018
PN79439_RTA_PLANS_3of4.pdf	PDF	Apr 6, 2018

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C O

V E

R S

H E

E T

ISSUE DATE:

of Engineers

US Army Corps

Wilmington District

E N

A M

D R

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N B

D E

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D B

D E

S C

M A

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T E

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D A

T E

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

C H

E L L

C H

E L L

G T

O N

N O

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H C

A R

O L

A R

G T

O N A

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RFP No.: W912PM18R0004

W P

R F P N o of Engineers

US Army Corps

Savannah District

ADVANCED SKILLS TRAINING FACILITY

PN: 79439

FORT BRAGG, NORTH CAROLINA

VOLUME 2 OF 4

A V

A N

N A

G E

O R

E S

T O

G L E

T H

O R

P E A

V E

N U

E S

A V

A N

N A

H D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

V O

L U

M E O

F O

R T B

R A

G G

N O

R T

H C

A R

O L

A P

A D

V A

N C

E D S

L S T

R A

G F

A C

APRIL 2018

CONTRACT No.: TBD

C A

T E

G O

R Y C

O D

-1

-0

P N

C S .d g n

A P

SHEET ID. TITLE

INDEX OF DRAWINGS - VOLUME 2

SHEET ID. SHEET ID.TITLE TITLE

SHEET ID

D R

B Y:

B M

D B

E D

E :

C O

N O

L I

N N

U .S

. A R

M Y

C O

O F

R S

C H

E C

D B

US Army Corps of Engineers ®

R Y

C O

D E:

S I

2 3 4 5 6 7 8 9 10

C:\Users\K6ENDKRW\Documents\FY16PN79439ITF_PROJECT_R15_K6ENDKRW.rvt

3/21/2018 9:07:04 AM

C H

2P M

-1 8-

R -0

-0

GI001

F D

R A W

N D

6 9 D

N G

N U

E W

, N C

U .S

. A R

M Y

C O

O F

R S

N N

W . O

N U

, G A

, N O

R T H

N A

P N

N C

A I N

ISSUED FOR CONSTRUCTION

AE311 ENLARGED ELEVATOR PLANS & SECTIONS

AE312 STAIR SECTIONS

AE313 STAIR SECTIONS

AE314 RAMP PLANS & DETAILS

AE315 RAMP PLANS & DETAILS

AE316 STAIR & RAMP DETAILS

AE401 ENLARGED FLOOR PLANS

AE402 ENLARGED PLANS & INTERIOR ELEVATIONS

AE403 INTERIOR ELEVATIONS

AE404 INTERIOR ELEVATIONS

AE405 CASEWORK DETAILS

AE406 CASEWORK AND INTERIOR DETAILS

AE407 INTERIOR DETAILS

AE408 INTERIOR DETAILS

AE409 INTERIOR AND COLUMN WRAP DETAILS

AE501 ROOF DETAILS

AE502 ROOF DETAILS

AE503 CANTILIEVERED CANOPY DETAILS

AE504 EXTERIOR DETAILS

AE520 PARTITION TYPES

AE521 PARTITION TYPES

AE522 PARTITION TYPES AND CEILING ASSEMBLIES

AE601 DOOR SCHEDULE - 1ST & 2ND FLOORS

AE602 DOOR SCHEDULE - 3RD FLOOR, AND DOOR & FRAME TYPES

AE603 DOOR DETAILS

AE604 DOOR DETAILS

AE605 WINDOW TYPES AND DETAILS

AE606 WINDOW DETAILS

AE607 WINDOW DETAILS

AE608 LOUVER SCHEDULE, ELEVATIONS & DETAILS

AE620 ROOM FINISH SCHEDULE - 1ST FLOOR

AE621 ROOM FINISH SCHEDULE - 2ND FLOOR

AE622 ROOM FINISH SCHEDULE - 3RD FLOOR

AE701 FIRST FLOOR LIFE SAFETY PLAN

AE702 SECOND FLOOR LIFE SAFETY PLAN

AE703 THIRD FLOOR LIFE SAFETY PLAN

AE801 AIR BARRIER TESTING BOUNDARY PLANS

AE802 AIR BARRIER TESTING BOUNDARY SECTIONS

AE803 AIR BARRIER DETAILS

AE804 AIR BARRIER DETAILS

I-001 FURNITURE LEGEND

I-111 COMPOSITE FURNITURE PLAN - FIRST FLOOR

I-112 FURNITURE PLAN - FIRST FLOOR - AREA A

I-113 FURNITURE PLAN - FIRST FLOOR - AREA B

I-121 COMPOSITE FURNITURE PLAN - SECOND FLOOR

I-122 FURNITURE PLAN - SECOND FLOOR - AREA A

I-123 FURNITURE PLAN - SECOND FLOOR - AREA B

I-131 COMPOSITE FURNITURE PLAN - THIRD FLOOR

I-132 FURNITURE PLAN - THIRD FLOOR - AREA A

I-133 FURNITURE PLAN - THIRD FLOOR - AREA B

I-141 FINISH PLAN - FIRST FLOOR - AREA A

I-142 FINISH PLAN - FIRST FLOOR - AREA B

I-151 FINISH PLAN - SECOND FLOOR - AREA A

I-152 FINISH PLAN - SECOND FLOOR - AREA B

I-161 FINISH PLAN - THIRD FLOOR - AREA A

I-162 FINISH PLAN - THIRD FLOOR - AREA B

I-501 SIGNAGE TYPICALS 1

I-502 SIGNAGE TYPICALS 2

I-503 SIGNAGE TYPICALS 3

I-504 SIGNAGE TYPICALS 4

I-505 SIGNAGE TYPICALS 5

I-611 FINISH LEGEND

I-621 ROOM FINISH SCHEDULE - FIRST FLOOR

I-622 ROOM FINISH SCHEDULE - SECOND FLOOR

I-623 ROOM FINISH SCHEDULE - THIRD FLOOR

I-631 SIGNAGE SCHEDULE - FIRST FLOOR & DETAILS

I-632 SIGNAGE SCHEDULE - SECOND FLOOR

I-633 SIGNAGE SCHEDULE - THIRD FLOOR

FA001 FIRE ALARM LEGEND AND OPERATIONS MATRIX

FA111 FIRE ALARM AND MNS FLOOR PLAN - FIRST FLOOR - AREA A

FA112 FIRE ALARM AND MNS FLOOR PLAN - FIRST FLOOR - AREA B

FA121 FIRE ALARM AND MNS FLOOR PLAN - SECOND FLOOR - AREA A

FA122 FIRE ALARM AND MNS FLOOR PLAN - SECOND FLOOR - AREA B

FA131 FIRE ALARM AND MNS FLOOR PLAN - THIRD FLOOR - AREA A

FA132 FIRE ALARM AND MNS FLOOR PLAN - THIRD FLOOR - AREA B

FA601 FIRE ALARM AND MNS DIAGRAM

FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES

FX111 FIRE PROTECTION FLOOR PLAN - 1ST FLOOR - AREA A

FX112 FIRE PROTECTION FLOOR PLAN - 1ST FLOOR - AREA B

FX121 FIRE PROTECTION FLOOR PLAN - 2ND FLOOR - AREA A

FX122 FIRE PROTECTION FLOOR PLAN - 2ND FLOOR - AREA B

FX131 FIRE PROTECTION FLOOR PLAN - 3RD FLOOR - AREA A

FX132 FIRE PROTECTION FLOOR PLAN - 3RD FLOOR - AREA B

FX301 FIRE PROTECTION SECTIONS

FX501 FIRE PROTECTION DETAILS I

FX502 FIRE PROTECTION DETAILS II

FX503 FIRE PROTECTION DETAILS III

G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI003 ABBREVIATIONS & SYMBOLS

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 3D ISOMETRIC DIAGRAM

SB100 FOUNDATION PLAN - OVERALL

SB101 FOUNDATION PLAN - AREA A

SB102 FOUNDATION PLAN - AREA B

SB501 FOUNDATION DETAILS

SB502 FOUNDATION DETAILS

SB503 FOUNDATION DETAILS

SB504 FOUNDATION DETAILS

SB505 MASONRY DETAILS

SB601 FOUNDATION & WALL SCHEDULES

SF120 FRAMING PLAN - SECOND FLOOR - OVERALL

SF121 FRAMING PLAN - SECOND FLOOR - AREA A

SF122 FRAMING PLAN - SECOND FLOOR - AREA B

SF130 FRAMING PLAN - THIRD FLOOR - OVERALL

SF131 FRAMING PLAN - THIRD FLOOR - AREA A

SF132 FRAMING PLAN - THIRD FLOOR - AREA B

SF140 FRAMING PLAN - ROOF - OVERALL

SF141 FRAMING PLAN - ROOF - AREA A

SF142 FRAMING PLAN - ROOF - AREA B

SF201 MOMENT FRAME ELEVATIONS

SF202 MOMENT FRAME ELEVATIONS

SF203 MOMENT FRAME ELEVATIONS

SF204 WALL FRAMING ELEVATIONS

SF205 WALL FRAMING ELEVATIONS

SF301 CANOPY FRAMING SECTIONS

SF311 ROOF TRUSS FRAMING SECTIONS

SF312 ROOF TRUSS FRAMING SECTIONS

SF313 ROOF TRUSS FRAMING SECTIONS

SF400 CMU WALL ENLARGED PLANS

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

SF511 ROOF FRAMING DETAILS

SF512 ROOF FRAMING DETAILS

SF513 ROOF FRAMING DETAILS

SSF001 GENERAL STRUCTURAL NOTES

SSF101 STAIR AND RAMP FOUNDATION PLAN

SSF102 RAMP AND STAIR PLAN

SSF202 ELEVATIONS

SSF501 SECTIONS AND DETAILS

SSF502 SECTIONS AND DETAILS

AS100 OVERALL ARCHITECTURAL SITE PLAN

AS101 SITE CIRCULATION - ARCHITECTURAL RAMP AND STAIR PLANS

AS102 SITE ELEMENT - ARCHITECTURAL CANOPY PLANS

AS201 SITE CIRCULATION - ARCHITECTURAL ELEVATIONS

AS202 SITE CIRCULATION - ARCHITECTURAL SECTIONS

AS203 SITE ELEMENT - EXTERIOR ELEVATIONS & PERSPECTIVE

AS301 SITE CIRCULATION - ARCHITECTURAL STAIR/RAMP DETAILS

AS302 SITE ELEMENT - ARCHITECTURAL CAST CONCRETE DETAILS

AS303 SITE ELEMENT - ARCHITECTURAL CANOPY DETAILS

AE110 FIRST FLOOR COMPOSITE PLAN

AE111 FIRST FLOOR ENLARGED PLAN - AREA A

AE112 FIRST FLOOR ENLARGED PLAN - AREA B

AE120 SECOND FLOOR COMPOSITE PLAN

AE121 SECOND FLOOR ENLARGED PLAN - AREA A

AE122 SECOND FLOOR ENLARGED PLAN - AREA B

AE130 THIRD FLOOR COMPOSITE PLAN

AE131 THIRD FLOOR ENLARGED PLAN - AREA A

AE132 THIRD FLOOR ENLARGED PLAN - AREA B

AE140 FIRST FLOOR REFLECTED CEILING PLAN

AE141 FIRST FLOOR ENLARGED REFLECTED CEILING PLAN - AREA A

AE142 FIRST FLOOR ENLARGED REFLECTED CEILING PLAN - AREA B

AE150 SECOND FLOOR REFLECTED CEILING PLAN

AE151 SECOND FLOOR ENLARGED REFLECTED CEILING PLAN - AREA A

AE152 SECOND FLOOR ENLARGED REFLECTED CEILING PLAN - AREA B

AE160 THIRD FLOOR REFLECTED CEILING PLAN

AE161 THIRD FLOOR ENLARGED REFLECTED CEILING PLAN - AREA A

AE162 THIRD FLOOR ENLARGED REFLECTED CEILING PLAN - AREA B

AE170 ROOF PLAN

AE201 EXTERIOR ELEVATIONS

AE202 EXTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE302 WALL SECTIONS

AE303 WALL SECTIONS

AE304 WALL SECTIONS AND DETAILS

AE305 WALL DETAILS

AE306 WALL AND CANOPY DETAILS

AE310 ENLARGED STAIR PLANS

K D

N D

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

BOARD (INSULATION)

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 FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED

GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GEJ GUTTER EXPANSION JOINT

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-

REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GWB GYPSUM WALL BOARD

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

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

HB HOSE BIBB

HC HANDICAPPED

HDPE HIGH DENSITY

POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HYDR HYDRAULIC

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

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

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

JAN JANITOR

JT JOINT

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

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

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

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LG LIGHT GAUGE

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

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

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTD MOUNTED

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE

WATERPROOFING

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

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE

PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

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

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

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

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PREFIN PREFINISHED

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PWR POWER

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

QT QUARRY TILE

QTY QUANTITY

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

RB RESILIENT BASE

RBM REINFORCED BRICK

MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

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

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

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

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL SHEET METAL

FLASH (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS STAINLESS STEEL

SSMR STANDING SEAM METAL ROOF

ST STAIRS

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

STRUC STRUCTURAL

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SIDEWALK

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

T TREAD

T/S TUB/SHOWER

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

TH THICK

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TYP TYPICAL

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

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER

LABORATORIES

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER

SYSTEM

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

VAV VARIABLE AIR VOLUME/UNIT

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VTR VENT THRU ROOF

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

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

W/O WITHOUT

WWF WELDED WIRE FABRIC

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

XFMR TRANSFORMER

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

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL

SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH

DISABILITIES ACT

ADJ ADJACENT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED

CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AWT ACOUSTICAL WALL

TREATMENT

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

B LABEL CLASS B DOOR

BALC BALCONY

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER)

BOARD

CD CONSTRUCTION

DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CFCI CONTRACTOR

FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL

FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

0 GRID/COLUMN

LINE

DESIGNATOR

INTERIOR ELEVATION

SECTION

ROOM

NAME/NUMBER

REVISION

TAG

PLAN, BLOW-UP DETAIL

PLAN NORTH

NORTH ARROW

w/ TRUE NORTH

INDICATION

SPOT ELEVATION

Name Elevation REFERENCE LEVEL

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

A-101

SIM

A-101

Ref

R ef

Ref

A101

Ref

R ef

Ref

R ef

EXTERIOR ELEVATION

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

A-101

SYMBOLS

INTERIOR ELEVATION SYMBOL

EXTERIOR ELEVATION SYMBOL

SECTION SYMBOL

CALLOUT SYMBOL

ELEVATION SYMBOL

LEVEL SYMBOL

GENERAL SYMBOLS

Room name

150 SF

ROOM

NAME/NUMBE

R 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

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.

SHEET LOGICMATERIALS

EARTH

SAND

CONCRETE/ PRECAST

CONCRETE

STONE

BRICK

CMU

PLYWOOD

RIGID INSULATION

FIBERGLASS BATT

INSULATION

GYPSUM BOARD,

PLASTER

EIFS AE201

DISCIPLINE*:

G - GENERAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

DISCIPLINE

DESIGNATOR

SHEET TYPE

DESIGNATOR

SHEET SEQUENCE

NUMBER (FLOOR*

FOR PLAN VIEWS)

SHEET SEQUENCE

NUMBER (KEY PLAN*

FOR PLAN VIEWS)

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

KEY PLAN

FLOORS:

0- UNDERSLAB

1- FIRST FLOOR

2- SECOND FLOOR

3- THIRD FLOOR

4-9- ADD'L PLANS AND/OR LEVELS AS NEEDED*

*SOME DISCIPLINES CONTAIN MULTIPLE PLAN

TYPES (e.g. PL111-112/PL121-122 IS DOMESTIC

PLUMBING AND PL131-132/PL141-142 IS SANITARY

PLUMBING)

KEY PLAN:

0- OVERALL (IF APPLICABLE)

1- PART A

2- PART B

SHEET ID

D R

B Y:

B M

D B

E D

E :

C O

N O

L I

N N

U .S

. A R

M Y

C O

O F

R S

C H

E C

D B

US Army Corps of Engineers ®

R Y

C O

D E:

S I

2 3 4 5 6 7 8 9 10

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T I O

N S

N D

6 9 D

N G

N U

E W

, N C

U .S

. A R

M Y

C O

O F

R S

N N

W . O

N U

, G A

, N O

R T H

N A

P N

N C

A I N

ISSUED FOR CONSTRUCTION

K D

N D

GENERAL NOTES:

G-1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS.

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

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

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

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. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER

CONSTRUCTION IS COMPLETED. HOWEVER, THE CONTRACTOR IS SOLELY RESPONSIBLE

FOR DETERMINING THE ERECTION PROCEDURES AND SEQUENCES REQUIRED TO ENSURE

STABILITY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING CONSTRUCTION.

BRACE ALL WALLS DURING CONSTRUCTION AGAINST WIND AND/OR CONSTRUCTION LOADS.

TEMPORARY BRACING, CONNECTIONS, GUYS, OR TIE-DOWNS THAT MAY BE NECESSARY

DURING ERECTION ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS. IF THE ABOVE IS

REQUIRED THEY SHALL BE REMOVED AS CONDITIONS PERMIT AND SHALL REMAIN THE

PROPERTY OF THE CONTRACTOR.

G-5. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [±X'-X"]

REFERENCED TO THE FINISHED FIRST FLOOR ELEVATION DATUM [0'-0"]. SEE CIVIL

DRAWINGS FOR ACTUAL DATUM ELEVATION.

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

UNDER ANY CIRCUMSTANCE.

FOUNDATION AND SLAB NOTES:

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

RECOMMENDATIONS IN THE GEOTECHNICAL REPORT PREPARED BY THE SAVANNAH

DISTRICT TITLED, "SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING

REPORT, ADVANCED SKILLS TRAINING CENTER-ADVANCED SKILS TRAINING FACILITY,

FY 16, PN 79439, FORT BRAGG, NORTH CAROLINA", DATED MAY 2016.

F-2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON SOIL CAPABLE OF SUPPORTING A

MAXIMUM NET ALLOWABLE SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF AS

STATED IN THE GEOTECHNICAL REPORT REFERENCED ABOVE. THE BOTTOM OF ALL

FOUNDATIONS SHALL BEAR AT LEAST TWO FEET BELOW FINISH GRADE.

F-3. A POSITIVE FOUNDATION DRAINAGE SYSTEM SHALL BE PROVIDED AROUND THE

PERIMETER OF THE BUILDING. THE DRAINAGE SYSTEM SHALL CONSIST OF A MINIMUM

4-INCH FLEXIBLE OR RIGID PERFORATED DRAIN PIPE CONNECTED EITHER TO CLEAN,

FREE DRAINING, COURSE GRANULAR FILL WRAPPED IN A NON-WOVEN GEOTEXTILE

FABRIC OR TO A PREFABRICATED WALL DRAINAGE GEOCOMPOSITE. THE FOUNDATION

DRAINAGE SYSTEM SHALL BE TIED TO THE STORM DRAINAGE SYSTEM.

F-4. PLACE FOUNDATION CONCRETE THE SAME DAY EXCAVATIONS ARE MADE OR

AS SOON AS PRACTICAL THEREAFTER.

F-5. 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 SUBGRADE SOILS REMAINING

DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND BACKFILLED. REMOVAL

OF SURFACE WATER, GROUNDWATER, AND ANY PERCHED WATER CONDITIONS

THAT MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE ACCOMPLISHED

BY APPROVED MEANS. REFER TO SPECIFICATION 31 00 00, EARTHWORK, FOR

ADDITIONAL REQUIREMENTS.

F-6. THE CONTRACTOR SHALL HIRE A CERTIFIED INDEPENDENT TESTING LABORATORY

AND GEOTECHNICAL ENGINEER, REGISTERED AND LICENSED IN THE STATE WHERE

THE WORK WILL BE ACCOMPLISHED, TO VERIFY THAT ALL OF THE REQUIREMENTS

CONTAINED IN SPECIFICATION 31 00 00, EARTHWORK, HAVE BEEN FOLLOWED AND

ACCOMPLISHED.

F-7. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADES.

F-8. 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-9. CONTRACTOR SHALL BE PREPARED FOR AND SHALL INCLUDE COST OF FORMING

FOUNDATIONS SHOULD THE EARTH NOT PROVIDE ADEQUATE BANK STABILITY.

F-10. DO NOT BEGIN EXCAVATION OPERATIONS OR INSTALL FOUNDATIONS UNTIL FOUNDATION

WORK HAS BEEN COORDINATED WITH ADJACENT UNDERGROUND UTILITIES OR OTHER

SUBSURFACE STRUCTURES WITHIN THE AREA TO BE EXCAVATED.

F-11. FOOTINGS SHALL BE LOWERED AS REQUIRED TO PASS UNDER UTILITY LINES.

STEP CONTINUOUS FOOTINGS DOWN AS SHOWN IN THE "TYPICAL STEPPED

FOOTING DETAIL" ON SHEET SB501. IN LIEU OF STEPPED FOOTINGS, PIPE

SLEEVES THROUGH FOOTINGS MAY BE PROVIDED AS NECESSARY ACCORDING

TO TYPICAL MASONRY DETAILS.

DESIGN CODE NOTES:

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

SPECIFICATIONS:

A. IBC 2012, INTERNATIONAL BUILDING CODE

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

C. ACI 318-11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

D. ACI 360R-10, DESIGN OF SLABS ON GRADE

E. ACI 530-11, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

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

G. AISI S100 – NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD

FORMED STEEL STRUCTURAL MEMBERS, WITH SUPPLEMENT 2, DATED 2010

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

FORM DECK, & ROOF DECK

I. UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, (1 NOVEMBER 2014)

J. UFC 3-301-01, STRUCTURAL ENGINEERING, (15 MAY 2014)

K. UFC 3-310-04, SEISMIC DESIGN OF BUILDINGS, (1 JUNE 2013)

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

(1 OCTOBER 2013)

M. UFC 4-023-03, DESIGN OF BUILDINGS TO RESIST PROGRESSIVE COLLAPSE,

(1 JUNE 2013)

DESIGN LOAD CRITERIA:

D-2. LIVE LOADS:

OFFICE PARTITION WALLS 15 PSF

OFFICE AREAS 50 PSF

ELEVATED SLABS (WITH FILE SAFES) 100 PSF

FIRST FLOOR SLAB ON GRADE UNO 100 PSF

CORRIDORS/STAIRS 100 PSF

STORAGE ROOMS 125 PSF

MECHANICAL/ELECTRICAL ROOMS 150 PSF

FIRST FLOOR RECEIVING/LOADING AREA 150 PSF

D-3. ROOF LIVE LOAD: 20 PSF

D-4. SNOW LOADS:

RISK CATEGORY II

SNOW IMPORTANCE FACTOR, Is 1.0 MINIMUM GROUND SNOW LOAD, Pg 10 PSF SNOW EXPOSURE FACTOR, Ce 0.9 SNOW THERMAL FACTOR, Ct 1.1 ROOF SLOPE FACTOR, Cs 1.0 FLAT ROOF SNOW LOAD, Pf 10 PSF SLOPED ROOF SNOW LOAD, Ps 10 PSF

RAIN ON SNOW LOAD 5 PSF

D-5. WIND LOADS:

RISK CATEGORY II

WIND IMPORTANCE FACTOR, Iw 1.0 BASIC WIND SPEED, V(ultimate) 119 MPH

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 WIND PRESSURES ON S-002

D-7. SEISMIC LOADS:

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR, Ie 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.21

MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.10

SITE CLASS D

DESIGN SPECTRAL RESPONSE ACCELERATION, Sds 0.22 DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 0.16

SEISMIC DESIGN CATEGORY C

SEISMIC-FORCE RESISTING SYSTEM ORDINARY STEEL MOMENT FRAMES

AND ORDINARY REINFORCED

MASONRY SHEAR WALLS

SEISMIC DESIGN BASE SHEAR, V 358 KIPS

RESPONSE MODIFICATION FACTOR, R 3.5

SYSTEM OVERSTRENGTH FACTOR 3

DEFLECTION AMPLIFICATION FACTOR, Cd 3 SEISMIC RESPONSE COEFFICIENT, Cs 0.064

SEISMIC ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

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

NEW BUILDING LOCATION PARKING AND ROADWAYS WITHIN A

CONTROLLED PERIMETER

BUILDING CATEGORY PRIMARY GATHERING BUILDING

DESIGN LEVEL OF THREAT LOW

DESIGN LEVEL OF PROTECTION (LOP) LOW (LLOP)

CONVENTIONAL CONSTRUCTION STANDOFF 82 FT

APPLICABLE EXPLOSIVE WEIGHT CLASS II

PROGRESSIVE COLLAPSE CRITERIA APPLIES YES (3 OR MORE STORIES)

CONCRETE CONSTRUCTION NOTES:

C-1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE

PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI) SPECIFICATIONS

FOR STRUCTURAL CONCRETE (ACI 301-11). ALL CONCRETE DESIGN

PERFORMED BY THE CONTRACTOR SHALL BE IN ACCORDANCE WITH ACI 318-11.

C-2. ALL CAST-IN-PLACE CONCRETE SHALL ATTAIN MINIMUM 28-DAY COMPRESSIVE

STRENGTH (f'c) OF 4000 PSI UNO. ALL CONCRETE BEAMS LABELED TB-X SHALL HAVE

MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI.

C-3. ALL CONCRETE FOR ELEVATED SLABS SHALL BE LIGHTWEIGHT CONCRETE WITH A

DENSITY OF 105 PCF TO 115 PCF.

ALL OTHER CONCRETE SHALL BE NORMAL WEIGHT WITH A DENSITY OF 140 PCF TO

150 PCF.

C-4. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM

A615/A615M, GRADE 60 AND SHALL HAVE FABRICATION TOLERANCES IN ACCORDANCE

WITH ACI 315. SHOP FABRICATE REINFORCING BARS WHICH ARE INDICATED TO BE

BENT OR HOOKED.

C-5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. PROVIDE

SHEET-TYPE WELDED WIRE FABRIC WITH SUPPORTS AS REQUIRED IN SPECIFICATIONS.

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 LAPPED IN ACCORDANCE

WITH THE REQUIREMENTS OF ACI 318. REINFORCING STEEL SHALL BE SUPPORTED AND

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. BEAMS AND COLUMNS 1.5"

D. SLABS AND WALLS 1"

C-8. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A

90 DEGREE HOOK A MINIMUM OF 12 BAR DIAMETERS IN LENGTH, UNLESS

OTHERWISE NOTED. STIRRUPS, TIES, AND 180 DEGREE 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 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.

C-16. CONTRACTOR SHALL PROVIDE JOINTS AT ALL RE-ENTRANT CORNERS INCLUDING,

BUT NOT LIMITED TO, PIERS AND COLUMNS (AS SHOWN IN TYPICAL COLUMN ISOLATION

JOINT), SLAB RECESSES, AND CORNERS AND ENDS OF WALLS.

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.

MASONRY CONSTRUCTION NOTES:

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

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

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

ASCE 6-11/TMS 602-11).

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

COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE A

MINIMUM OF 1900 PSI.

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

MANUFACTURED WITH NORMAL WEIGHT AGGREGATE.

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

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

M-5. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM

A615/A615M, GRADE 60 AND SHALL HAVE FABRICATION TOLERANCES IN

ACCORDANCE WITH ACI 315. SHOP FABRICATE REINFORCING BARS WHICH ARE

INDICATED TO BE BENT OR HOOKED.

M-6. LOCATE JOINT REINFORCEMENT 16 INCHES ON CENTER VERTICALLY AND

ADDITIONALLY AT THE TOP OF ALL FOUNDATIONS AND IN THE TWO JOINTS

IMMEDIATELY ABOVE AND BELOW ALL OPENINGS, EXTENDING A MINIMUM

OF 24 INCHES BEYOND THE JAMB ON EACH SIDE.

M-7. PLACE PIPES AND CONDUITS PASSING HORIZONTALLY THROUGH MASONRY

IN STEEL OR PVC SLEEVES OR CORED HOLES UNLESS OTHERWISE

INDICATED ON THE DRAWINGS.

M-8. ALUMINUM CONDUITS, PIPES, AND ACCESSORIES SHALL NOT BE EMBEDDED

IN MASONRY GROUT, OR MORTAR, UNLESS EFFECTIVELY COATED OR COVERED

TO PREVENT ALUMINUM-CEMENT CHEMICAL REACTION OR ELECTROLYTIC

REACTION BETWEEN ALUMINUM AND STEEL.

M-9. UNLESS OTHERWISE NOTED OR DETAILED, CENTER WALL REINFORCEMENT

IN BLOCK CELLS. USE NONMETALLIC BAR POSITIONERS.

M-10. PROVIDE DOWEL REINFORCEMENT FROM WALLS INTO FOUNDATION OF SAME

SIZE AND SPACING AS VERTICAL WALL REINFORCEMENT. LAP WALL

REINFORCEMENT A MINIMUM OF 48 BAR DIAMETERS.

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" 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 F3125, GRADE A325

D. ANCHOR RODS W/ NUTS AND WASHERS ASTM F1554, GRADE 36

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

STRUCTURAL STEEL CONNECTIONS TO A QUALIFIED REGISTERED ENGINEER. SIGNED

AND SEALED CALCULATIONS FOR CONNECTION DESIGNS SHALL BE SUBMITTED

SIMULTANEOUSLY WITH FABRICATION DRAWINGS FOR REVIEW. UNLESS NOTED

OTHERWISE ON PLANS, ALL SHEAR CONNECTIONS FOR SIMPLY SUPPORTED BEAMS

SHALL BE DESIGNED TO DEVELOP THE REACTION OF THE MAXIMUM ALLOWABLE

UNIFORM LOAD CAPACITY FOR THE BEAM SIZE AND SPAN SHOWN, ASSUMING FULL

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

THE AISC MANUAL, 14TH EDITION.

S-4. "ORDINARY STEEL MOMENT FRAMES" ARE USED IN THE LATERAL FORCE RESISTING

SYSTEM. THE MOMENT CONNECTIONS FOR THE FRAMING MEMBERS SHALL BE DESIGNED

BY THE FABRICATOR BASED ON THE MOMENTS AND LOADS SHOWN ON THE DRAWINGS.

THE CONNECTION DETAILS FOR THE MOMENT FRAMES ARE FOR ILLUSTRATION ONLY. THE

FABRICATOR MAY MODIFY THE CONNECTIONS AS NEEDED CONTINGENT THAT THEY MEET

THE CRITERIA SET IN THE SEISMIC PROVISIONS OF THE CURRENT AISC 341 CODE.

S-5. 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-6. 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-7. 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-8. ALL FIELD-BOLTED SHEAR CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE

CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE.

S-9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL DRAWINGS AND DESIGN

CALCULATIONS FOR ANY ALTERNATE DETAILS AND MEMBER SPLICES.

S-10. 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-11. PAINT ALL STEEL BELOW GRADE WITH BITUMINOUS COATING.

S-12. 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-13. REFER TO SPECIFICATION 05 12 00 FOR ADDITIONAL INFORMATION.

STEEL DECK NOTES:

SD-1. ROOF DECK SHALL BE GALVANIZED STEEL CONFORMING TO ASTM A653 WITH A

MINIMUM YIELD STRENGTH OF 33 KSI. STEEL ROOF DECK SHALL BE AS SHOWN

ON SHEET SF511. FASTENERS FOR ROOF DECK SHALL UTILIZE 5/8" PUDDLE WELDS

AT A 36/7 PATTERN TO SUPPORTS AND (6) #10 SELF TAPPING SCREWS PER SPAN AT

SIDE LAP CONNECTIONS.

SD-2. COMPOSITE FLOOR DECK AND NON-COMPOSITE FORM DECK SHALL BE GALVANIZED

STEEL CONFORMING TO ASTM A653 WITH A MINIMUM YIELD STRENGTH OF 33 KSI AND

SHALL BE OF DEPTH AND THICKNESS SHOWN ON SHEET SF511. COMPOSITE FLOOR DECK

AND NON-COMPOSITE FORM DECK SHALL BE FASTENED TO THE SUPPORTING STRUCTURE

WITH 5/8" DIAMETER PUDDLE WELDS AT A 36/4 PATTERN AND WELDED SIDELAPS AT A

MINIMUM OF 7 LOCATIONS PER SPAN. FASTEN DISCONTINUOUS SIDE OF FORM DECK TO

SUPPORTING STRUCTURE WITH 5/8" DIAMETER PUDDLE WELDS UNLESS OTHERWISE NOTED.

SD-3. 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-4. CONTRACTOR SHALL COORDINATE OPENINGS IN STEEL DECK WITH ARCHITECTURAL,

MECHANICAL, AND ELECTRICAL DRAWINGS PRIOR TO DECK PLACEMENT.

SD-5. HANGING LOADS DIRECTLY FROM ROOF DECK IS PROHIBITED.

SD-6. STEEL DECK SHALL SPAN CONTINUOUSLY OVER A MINIMUM OF 4 SUPPORTS (3 SPANS)

UNLESS OTHERWISE NOTED.

SHEAR STUD CONNECTOR NOTES:

SS-1. SHEAR STUD CONNECTORS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE

WITH AWS D1.1 "STRUCTURAL WELDING CODE", SECTION 7 - STUD WELDING.

SS-2. ATTACHMENT OF STUDS SHALL BE SUFFICIENT TO DEVELOP THE FULL CAPACITY OF

EACH INDIVIDUAL STUD.

SS-3. STUDS SHALL BE TYPE 'B', HEADED STUDS HAVING A MINIMUM TENSILE STRENGTH OF

65,000 PSI AND SHALL BE OF LENGTH AND DIAMETER SHOWN ON STRUCTURAL

DRAWINGS.

SS-4. FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL WHICH

INDICATES THE SIZE, LENGTH, AND LOCATION OF SHEAR CONNECTOR STUDS.

LIGHT GAUGE STEEL NOTES:

LG-1. ROOF LAYOUT AND COMPONENTS SHOWN ON THE 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 METAL FRAMING SYSTEM. THE CONTRACTOR

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

DETAILS. TRUSS DEISGN SHALL BE COORDINATED WITH 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. USE MIN 6" WIDE STUDS AT TRUSSES

AND EXTERIOR WALLS UNO. TRUSS TOP CHORD MEMBERS SHALL BE MINIMUM OF 16 GAUGE

AND HEAVER.

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 2012; EXCEPT THAT

MAXIMUM DEFLECTION SHALL BE 1".

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.

LG-10. LIGHT GAUGE STEEL STUD MEMBERS SHALL BE DESIGNED TO ACCOMODATE VERTICAL AND

HORIZONTAL LOADS DUE TO METAL WALL PANELS AND ARCHITECTURAL FEATURES.

COORDINATE DESIGN CRITERIA WITH ARCHITECTURAL DRAWINGS AND DETAILS. REFER TO

UFC 4-010-01 FOR ADDITIONAL OUT OF PLANE DEFLECTION CRITERIA.

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ISSUED FOR CONSTRUCTION

INDEX OF STRUCTURAL DRAWINGS

SHEET NUMBER SHEET TITLE

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 3D ISOMETRIC DIAGRAM

SB100 FOUNDATION PLAN - OVERALL

SB101 FOUNDATION PLAN - AREA A

SB102 FOUNDATION PLAN - AREA B

SB501 FOUNDATION DETAILS

SB502 FOUNDATION DETAILS

SB503 FOUNDATION DETAILS

SB504 FOUNDATION DETAILS

SB505 MASONRY DETAILS

SB601 FOUNDATION & WALL SCHEDULES

SF120 FRAMING PLAN - SECOND FLOOR - OVERALL

SF121 FRAMING PLAN - SECOND FLOOR - AREA A

SF122 FRAMING PLAN - SECOND FLOOR - AREA B

SF130 FRAMING PLAN - THIRD FLOOR - OVERALL

SF131 FRAMING PLAN - THIRD FLOOR - AREA A

SF132 FRAMING PLAN - THIRD FLOOR - AREA B

SF140 FRAMING PLAN - ROOF - OVERALL

SF141 FRAMING PLAN - ROOF - AREA A

SF142 FRAMING PLAN - ROOF - AREA B

SF201 MOMENT FRAME ELEVATIONS

SF202 MOMENT FRAME ELEVATIONS

SF203 MOMENT FRAME ELEVATIONS

SF204 WALL FRAMING ELEVATIONS

SF205 WALL FRAMING ELEVATIONS

SF301 CANOPY FRAMING SECTIONS

SF311 ROOF TRUSS FRAMING SECTIONS

SF312 ROOF TRUSS FRAMING SECTIONS

SF313 ROOF TRUSS FRAMING SECTIONS

SF400 CMU WALL ENLARGED PLANS

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

SF511 ROOF FRAMING DETAILS

SF512 ROOF FRAMING DETAILS

SF513 ROOF FRAMING DETAILS

Grand total: 36

K D

N D

STRUCTURAL LEGEND

SLOPE DIRECTION

INDICATES ELEVATION REFERENCED

TO FINISHED FLOOR

KEYED PLAN NOTE

COLUMN REFERENCE LINE

(CENTER LINE OF COLUMN)

SPOT ELEVATION

SLAB DEPRESSION

BRICK WALL

CONCRETE ELEMENT

EARTH FILL

GROUT

CONCRETE MASONRY UNIT (CMU)

POROUS FILL

WELDED WIRE FABRIC (WWF)

STEEL FRAMING REFERENCE

(XXK) WXxXX [XX] (XXK)

BF#X

[+/- X’-X”]

BEAM

REACTIONAISC SHAPE

DESIGNATION

INDICATES # OF SHEAR STUDS

WELDED TO TOP FLANGE OF

BEAM PER GENERAL NOTES

FXX

BPX

HSSXxX

COLUMN SIZE

BASE PLATE SIZE

STEEL COLUMN

BRACED

FRAME

LOCATION

BRACED FRAME

DESIGNATION

FOOTING SIZE

STRUCTURAL ABBREVIATIONS

SYMBOL DESCRIPTION

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BOM BOTTOM OF MASONRY

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONN CONNECTION

CONC CONCRETE

CONT. CONTINUOUS

CONSTR CONSTRUCTION

DCJ DOWELED CONSTRUCTION JOINT

DEG DEGREE

DIA DIAMETER

DN DOWN

DWG(S) DRAWING(S)

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EOS EDGE OF SLAB

EQ EQUAL

ERV ENERGY RECOVERY VENTILATOR

E.W. EACH WAY

FF FINISHED FLOOR

FD FLOOR DRAIN

FTG FOOTING

GA GAGE

GALV GALVANIZED

GFGI GOVT

HORIZ HORIZONTAL

KIP (k) 1000 POUNDS

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

NTS NOT TO SCALE

O.C. ON CENTER

OPP OPPOSITE

PEMB PRE-ENGINEERED METAL BUILDING

PJF PREMOLDED JOINT FILLER

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF REINFORCEMENT

REQD REQUIRED

SCHED SCHEDULE

SJ SAWED CONTRACTION JOINT

SJI STEEL JOIST INSTITUTE

SIM SIMILAR

SL SLOPE(D)

SOG SLAB ON GRADE

STD STANDARD

T&B TOP AND BOTTOM

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF SLAB/STEEL

TS THICKENED SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VEF VEHICLE EXHAUST FAN

VERT VERTICAL

WP WORKING POINT

WWF WELDED WIRE FABRIC

-38 PSF

ZONE

ROOF

COMPONENT AND CLADDING WIND PRESSURES

10 SF

EFFECTIVE

WIND AREA

WALL OVERHANG

1. GROSS (ULTIMATE) WIND PRESSURES SHOWN ABOVE CORRESPOND TO WIND PRESSURE DIAGRAMS

SHOWN BELOW.

2. EDGE ZONES 'a' = 13'-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 GOVERNING WIND PRESSURES ACTING AWAY FROM

THE COMPONENT AND CLADDING SURFACES.

20 SF

50 SF

100 SF

-37 PSF

-36 PSF

-35 PSF

-66 PSF

-60 PSF

-54 PSF

-49 PSF

-97 PSF

-90 PSF

-83 PSF

-76 PSF

-45 PSF

-43 PSF

-42 PSF

-37 PSF

-55 PSF

-52 PSF

-47 PSF

-45 PSF

-83 PSF

-135 PSF

-125 PSF

-108 PSF

-94 PSF

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

5 5

'a'=13'

(TYP)

'a'=13'

(TYP)

3 32

2 2

323 3

3 3 3 3

1 1

WALL ZONES

ROOF ZONES

SPECIAL INSPECTION NOTES:

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

IBC 2012, SECTION 1704.2.

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

WITH IBC 2012, SECTION 1705.2 AND TABLE 1705.2.2

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

WITH IBC 2012, SECTION 1705.3 AND TABLE 1705.3.

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

WITH IBC 2012, SECTION 1705.4.

SI-5. INSPECTIONS FOR SEISMIC RESISTANCE SHALL BE AS PER IBC 2012, SECTION 1705.11.

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

CONTROL (CQC) PLAN.

SI-7. THE CONTRACTOR SHALL RETAIN THIRD PARTY QUALITY ASSURANCE AGENCIES

TO CONDUCT SPECIAL INSPECTIONS REQUIRED BY IBC. INSPECTING AGENCY

SHALL PROVIDE REPORTS OF SPECIAL INSPECTIONS DIRECTLY TO THE

GOVERNMENT.

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C&C WIND PRESSURE DIAGRAM1

K D

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ISSUED FOR CONSTRUCTION

3D ISOMETRIC DIAGRAM1

K D

N D

1 2 4 5

1' - 3" 31' - 6" 30' - 8" 25' - 10" 29' - 6" 1' - 3"

117' - 6"

/MATCHLINE SEE 1 SB102

/MATCHLINE SEE 1 SB101

SF202

SF201

SF205

SF204

SF205

SF204

SF202

SF201

SF203

SF203SF400

SF400

11"

1' - 3"

11"

1' - 3"

11"

1' - 3"

15' - 5" 86' - 8" 15' - 5"

25' - 8" 15' - 5"

15' - 5" 25' - 8" 4' - 0" 27' - 4" 4' - 0"

M O

#1 M

O M

E #2

MOMENT FRAME #3 MOMENT FRAME #4

M O

MOMENT FRAME #6

FOUNDATION PLAN NOTES:

1. SEE-S-001 AND S-002 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, AND DESIGN CRITERIA.

2. SEE SB501 AND FOLLOWING FOR FOUNDATION SECTIONS

AND DETAILS.

3. SEE SF201 AND FOLLOWING FOR MOMENT FRAMES AND

SHEAR WALL ELEVATIONS.

4. TOP OF FTG. = (-) 2'-0" U.N.O.

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

ALL ELEVATIONS INDICATED FROM THIS DATUM. SEE

CIVIL DRAWINGS FOR EXACT ELEVATION.

6. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS

AND WALLS, U.N.O.

7. FX.X INDICATES COLUMN FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

8. WFX.X INDICATES CONTINUOUS WALL FOOTING. SEE

FOOTING SCHEDULE ON SB601 FOR SIZE AND

REINFORCEMENT.

9. BPX INDICATES COLUMN BASE PLATE. SEE BASE PLATE

SCHEDULE AND DETAILS ON SB601 FOR SIZE.

10. TBX INDICATES CONCRETE TIE BEAM INTEGRAL WITH CMU

WALL. SEE TIE BEAM SCHEDULE ON SB601 FOR DETAILS.

11. JOINT LOCATIONS DENOTED BY SJ ARE DIAGRAMMATIC

ONLY AND DO NOT REPRESENT ALL JOINTS REQUIRED

FOR SLAB CONSTRUCTION. CONTRACTOR SHALL

COORDINATE SLAB-ON-GRADE REQUIREMENTS WITH

SLAB-ON-GRADE CONSTRUCTION SEQUENCING AND SLAB

DETAILS ON SB501. JOINT SPACING SHALL NOT EXCEED

MAXIMUM JOINT SPACING PER ACI REQUIREMENTS.

12. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

ELECTRICAL, PLUMBING, AND FIRE PROTECTION

DRAWINGS PRIOR TO CONSTRUCTION OF FOOTINGS AND

SLABS-ON-GRADE.

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FOUNDATION PLAN - OVERALL1 0

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

816 16

PLAN NORTH

KEY PLAN

K D

N D

1' - 3" 31' - 6" 30' - 8" 25' - 10" 29' - 6" 1' - 3"

117' - 6"

/MATCHLINE SEE 1 SB102

WF4.0

W F1

WF7.0

F19

F19 F20

F15

F16

F22 F20

F20F16

F22.7

F10

F20.10

F12 F11

SJ SJ SJ SJ SJ SJ SJ

SJ SJ SJ SJ SJ SJ

SJ SJ

SJ SJ SJ SJ

SJ SJ SJ SJ SJ SJ SJ

SJ SJ SJ SJ SJ SJ

SJ SJ SJ SJ SJ SJ SJSJ

F4 F4

HSS10X10X5/8

HSS8X8X5/8

HSS8X8X5/8HSS8X8X5/8

HSS8X8X5/8

HSS6X0.188 HSS6X0.188

HSS8X8X5/8

HSS8X8X5/8 HSS10X10X5/8

HSS10X10X5/8

HSS8X8X5/8

TYP

SB502

TYP

8" C

O L

O F F

8" C

O L

OFFSET

1' - 6" COL

10' - 6" 12' - 6"

12' - 3" 30' - 0" 14' - 3"

3/ 4"

O F F

1" C

O L

SB504

T/FTG EL.: -4' - 0"

SB503

TYP

TOP OF FTG EL.: -3' - 4"

SB502

SB501

SB502

TYP AT ALL

DOOR OPENINGS

SB503

F18.8

HSS8X8X5/8 HSS8X8X5/8

SB502

TYP

SEE 6/SB503 FOR

THICKENED SLAB

SUPPORTING

BASE OF METAL

STAIR STRINGER

SF201

SF203

BP1 BP1

BP2 BP2

BP2

BP3 BP3

BP3

BP5

BP3

BP5

BP5BP3

8" 8"

TB3

SF513

OVERHEAD

DOOR AND

CANOPY

FRAMING

ABOVE

10 TYP

OFFSET

1 3/4" COL

1" C

O L

12' - 3" 14' - 3"

SB502

TOP OF FTG EL.: -3' - 4" TOP OF FTG EL.: -3' - 4"

11"

3"11

11"

FOUNDATION PLAN NOTES:

1. SEE-S-001 AND S-002 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, AND DESIGN CRITERIA.

2. SEE SB501 AND FOLLOWING FOR FOUNDATION SECTIONS

AND DETAILS.

3. SEE SF201 AND FOLLOWING FOR MOMENT FRAMES AND

SHEAR WALL ELEVATIONS.

4. TOP OF FTG. = (-) 2'-0" U.N.O.

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

ALL ELEVATIONS INDICATED FROM THIS DATUM. SEE

CIVIL DRAWINGS FOR EXACT ELEVATION.

6. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS

AND WALLS, U.N.O.

7. FX.X INDICATES COLUMN FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

8. WFX.X INDICATES CONTINUOUS WALL FOOTING. SEE

FOOTING SCHEDULE ON SB601 FOR SIZE AND

REINFORCEMENT.

9. BPX INDICATES COLUMN BASE PLATE. SEE BASE PLATE

SCHEDULE AND DETAILS ON SB601 FOR SIZE.

10. TBX INDICATES CONCRETE TIE BEAM INTEGRAL WITH CMU

WALL. SEE TIE BEAM SCHEDULE ON SB601 FOR DETAILS.

11. JOINT LOCATIONS DENOTED BY SJ ARE DIAGRAMMATIC

ONLY AND DO NOT REPRESENT ALL JOINTS REQUIRED

FOR SLAB CONSTRUCTION. CONTRACTOR SHALL

COORDINATE SLAB-ON-GRADE REQUIREMENTS WITH

SLAB-ON-GRADE CONSTRUCTION SEQUENCING AND SLAB

DETAILS ON SB501. JOINT SPACING SHALL NOT EXCEED

MAXIMUM JOINT SPACING PER ACI REQUIREMENTS.

12. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

ELECTRICAL, PLUMBING, AND FIRE PROTECTION

DRAWINGS…

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