Attachment_2_Drawings.pdf

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VICINITY MAP

SITE

PROJECT

NO SCALE SCALE: 1"=500'

MAFB PROJECT NO: QJVF 13-0034

RENOVATE WSA ALERT FIRE TEAM FACILITY, B1107

MINOT AFB, NORTH DAKOTA

LOCATION PLAN

24 APRIL 2015

BASE GATE

LOCATION

PROJECT

HAUL ROUTE

HI

GH

W

AY

BOMBER BLVD.

RD L

ST

RD K ST

BOMBER BLVD.

WEAPONS STORAGE AREA

ENTRY CONTROL POINT

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EARTH

CONCRETE

GRAVEL

MASONRY VENEER

METAL

PLYWOOD

WOOD (FINISH)

WOOD (ROUGH)

GLASS (ELEVATION)

BLANKET INSULATION

RIGID INSULATION

GYPSUM WALLBOARD OR CEMENT

CONCRETE MASONRY UNITS (PLAN)

CONCRETE MASONRY UNITS (SECTION)

GLASS (LARGE SCALE SECTION)

N

TRUE

NORTH

ROOM NAME / NUMBER

DOOR NUMBER

WINDOW NUMBER

WALL TYPE

SIGN TYPE

KEY NOTE

FIBERBOARD SHEATHING

BOARD PANEL/TRIM AS INDICATED

DISCIPLINE DESIGNATOR (ARCH, STRUCT, MECH, ELEC, ETC.)

SHEET REFERENCE NUMBER

1. SHEET NUMBERS:

A -1 0 1

1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES.

2. THE CONTRACTOR SHALL PERFORM ALL TESTING AND INSPECTIONS AS SPECIFIED, OR AS

NECESSARY TO DEMONSTRATE A COMPLETE AND SATISFACTORY INSTALLATION.

3. THE CONTRACTOR SHALL PROTECT EXISTING BUILDING AND SITE MATERIALS SCHEDULED

TO REMAIN, AND SHALL BE RESPONSIBLE FOR DAMAGE TO THE SAME RESULTING FROM

WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL RESTORE DAMAGED EXISTING

BUILDING AND SITE MATERIALS TO THEIR ORIGINAL CONDITION.

4. CONTRACTOR SHALL EXERCISE CAUTION TO AVOID ANY DAMAGE WHEN PERFORMING

EARTHWORK, PAVING, OR ANY CONSTRUCTION IN THE VICINITY OF EXISTING UTILITIES,

BUILDINGS, AND LANDSCAPING.

5. CONTRACTOR SHALL INSPECT SITE AND FIELD VERIFY ALL DIMENSIONS AND CONDITIONS

PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONTRACTING

OFFICER IMMEDIATELY OF ANY DISCREPANCIES.

6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, AND SHALL BE RESPONSIBLE FOR

PROPER FIT OF ALL ITEMS. CONTRACTOR SHALL COORDINATE ALL WORK AND SHOP

DRAWINGS WITH OTHER TRADES.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. CONTRACTOR

SHALL ANTICIPATE AREAS WHERE THE INSTALLATION OF MECHANICAL AND ELECTRICAL

WORK WILL BE RESTRICTED, CONGESTED, OR DIFFICULT TO INSTALL, AND SHALL

COORDINATE INSTALLATION BETWEEN THE TRADES.

8. CONTRACTOR SHALL COORDINATE LOCATIONS FOR ALL MECHANICAL AND ELECTRICAL

ITEMS WITH THE GENERAL CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONTRACTING

OFFICER OF ANY DISCREPANCIES PRIOR TO INSTALLATION AND/OR FABRICATION.

9. ALL DIMENSIONS LOCATING BUILDING AND SITE IMPROVEMENTS ARE TO FACE OF BUILDING, BACK OF CURB, OR EDGE OF WALK, AND RUN PARALLEL OR PERPENDICULAR TO EXISTING

ROADS.

10. ALL BUILDING DIMENSIONS ARE TO FACE OF GWB, FACE OF MASONRY, OUTSIDE FACE OF

WALL SHEATHING AND EXTERIOR WINDOW OR DOOR ROUGH OPENING.

11. ALL ANGLES ON PLANS ARE 45- OR 90-DEGREES, UNLESS NOTED OTHERWISE.

12. ALL ELEVATIONS INDICATED ON THE DRAWINGS ARE BASED ON A FIRST FLOOR DATUM OF

+100'-0”. WHERE ITEMS ARE LABELED A.F.F. (ABOVE FINISHED FLOOR), CONTRACTOR SHALL

SET THE ITEM AS MEASURED FROM THE LOCAL FLOOR ELEVATION. COORDINATE ANY

DISCREPANCIES REGARDING THIS SITUATION TO ASSURE THAT ALL BUILDING COMPONENTS

ARE PROPERLY SET TO FUNCTION AS INTENDED. CONTRACTOR SHALL ERECT ALL

PARTITIONS IN A VERTICAL PLANE, NOT NECESSARILY PERPENDICULAR TO THE FLOOR.

13. ALL MATERIALS AND EQUIPMENT OF THE SAME TYPE SHALL BE SUPPLIED BY THE SAME

MANUFACTURER, AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND FREE FROM

DEFECTS.

14. ALL ITEMS ARE NEW UNLESS SPECIFICALLY IDENTIFIED AS EXISTING.

15. SEE LIFE SAFETY PLAN FOR LOCATIONS OF FIRE- AND SMOKE-RATED PARTITIONS.

16. INSTALL BLOCKING WITHIN PARTITIONS AS REQUIRED FOR INSTALLATION OF

WALL-MOUNTED CABINETS, TOILET ACCESSORIES, WALL STOPS, AND MISCELLANEOUS

ITEMS.

17. LOCATE INTERIOR CONTROL JOINTS WHERE INDICATED, BUT AT A MINIMUM TO DIVIDE ALL

GYPSUM BOARD INTO SECTIONS NOT EXCEEDING 30-FEET IN LENGTH.

18. ALL CEILING GRID SHALL BE CENTERED WITHIN THE ROOM OR CORRIDOR IN WHICH IT

OCCURS, UNLESS SHOWN OTHERWISE.

19. ALL CEILING HEIGHTS LISTED IN THE ROOM FINISH SCHEDULE ARE FROM THE FINISH FLOOR

OF THE LISTED ROOM, UNLESS NOTED OTHERWISE.

20. ALL CHANGES IN FLOOR MATERIALS OCCUR AT THE FOLLOWING LOCATIONS, UNLESS NOTED

OTHERWISE: 1) AT THE CENTER LINE OF DOORS IN THE CLOSED POSITION, OR; 2) AT THE

CENTER LINE OF OPENINGS SEPARATING ROOMS.

21. ALL INTERIOR WALLS ARE PARTITION TYPE A1, UNLESS NOTED OTHERWISE. SEE SHEET

A-101 FOR PARTITION TYPES.

22. ALL GYPSUM BOARD IS 5/8” THICK, UNLESS NOTED OTHERWISE.

23. ALL METAL STUDS ARE 3-5/8” WIDE, UNLESS NOTED OTHERWISE.

24. WHERE METAL STUDS EXTEND TO THE STRUCTURE ABOVE, PROVIDE DOUBLE-HEAD OR SLIP

TRACK TO ALLOW FOR 3/4” MINIMUM DEFLECTION OF THE STRUCTURE.

25. ALL MASONRY REINFORCEMENT IS INDICATED ON THE STRUCTURAL DRAWINGS.

26. ALL EXTERIOR CONTROL JOINTS SHALL RECEIVE BACKER ROD AND SEALANT.

27. IN SOME INSTANCES, THERMAL AND SOUND INSULATION HAS BEEN OMITTED FROM DETAILS

FOR CLARITY. SEE SPECIFICATIONS, PARTITION TYPES, AND WALL SECTIONS FOR

LOCATIONS REQUIRING INSULATION.

28. THE PLANS AND SPECIFICATIONS ARE NOT INTENDED TO DEPICT EACH AND EVERY

CONDITION OR DETAIL OF CONSTRUCTION IN REGARD TO THE AIR AND MOISTURE BARRIER.

THE CONTRACTOR HAS RESPONSIBILITY FOR ENSURING THE AIR- AND WATER-TIGHT

INTEGRITY OF THE STRUCTURE.

29. UTILITY LOCATIONS SHOWN ARE BASED ON A REVIEW OF GOVERNMENT-PROVIDED

DRAWINGS, WHICH SHALL BE VERIFIED BY THE CONTRACTOR.

GENERAL NOTES

INDEX LEGEND

ARCHITECTURAL LEGEND

LEGEND NOTES

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 ANOTHER LEGEND SHEET MAY

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

STANDARD NORTH ARROWS

SECTION IDENTIFICATION

SHEET NUMBERS OMITTED IF SECTION IS CUT AND DETAILED ON SAME

DRAWING.

SHEET NUMBER OF DRAWING WHERE SECTION IS

SHOWN

ELEVATION IDENTIFICATION

DIRECTION OF SIGHT OF

ELEVATION ON PLAN

SHEET NUMBER OF DRAWING

WHERE ELEVATION IS SHOWN

DIRECTION OF SIGHT OF

ELEVATION ON PLAN

SHEET NUMBER OF DRAWING

WHERE ELEVATION IS SHOWN

SECTION NUMBER

ARCHITECTURAL SYMBOLS

ROOM

NAME

SHEET TYPE DESIGNATOR; FOR EXAMPLE 1 WOULD BE FLOOR

PLANS, 2 ELEVATIONS, 3 SECTIONS, ETC.

(SEE A/E/C CADD STANDARDS)

N

PLAN

NORTH

A-501

A-401

B

A

D

C

A A-401

INDEX OF DRAWINGS

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS, LEGEND AND GENERAL NOTES

G-003 ABBREVIATIONS

G-004 LIFE SAFETY ANALYSIS AND PLAN

SURVEY/MAPPING

V-101 TOPOGRAPHIC SURVEY

CIVIL

CD101 REMOVAL PLAN

C-101 GRADING AND EROSION CONTROL

C-102 UTILITY PLAN

C-103 PAVING PLAN

C-104 CIVIL DETAILS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-101 FOUNDATION PLAN, EXISTING ROOF FRAMING PLAN & ROOF FRAMING PLAN

S-201 FOUNDATION DETAILS

S-301 DETAILS AND SECTIONS

S-302 DETAILS AND SECTIONS

ARCHITECTURAL

AD101 REMOVAL PLAN

A-101 FLOOR PLAN AND WALL TYPES

A-102 CEILING PLAN AND ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 WALL SECTIONS

A-303 WALL SECTIONS

A-304 WALL SECTIONS

A-401 ENLARGED FLOOR PLANS

A-402 INTERIOR ELEVATIONS AND CASEWORK SECTIONS

A-501 DETAILS

A-502 DETAILS

A-601 ROOM FINISH SCHEDULE AND INTERIOR SIGNAGE

A-602 DOOR SCHEDULE AND ELEVATIONS

A-701 FRAME DETAILS

A-702 FRAME DETAILS

FIRE PROTECTION

FG101 FIRE PROTECTION SYMBOLS LEGEND AND GENERAL NOTES

FX101 FIRE SUPPRESSION FLOOR PLAN

FX201 FIRE PROTECTION DETAILS AND SCHEDULES

FA101 FIRE ALARM FLOOR PLAN

FA201 FIRE ALARM RISERS AND DETAILS

PLUMBING

PG001 PLUMBING SYMBOLS LEGEND AND GENERAL NOTES

PD101 PLUMBING DEMOLITION FLOOR PLANS

P-101 PLUMBING FLOOR PLANS

P-201 ENLARGED PLUMBING FLOOR PLANS

P-401 SANITARY SEWER AND VENT RISER

P-402 DOMESTIC WATER AND NATURAL GAS RISER

P-501 PLUMBING DETAILS

P-601 PLUMBING FIXTURE AND EQUIPMENT SCHEDULES

MECHANICAL

MG001 MECHANICAL SYMBOLS LEGEND

MG002 MECHANICAL GENERAL NOTES

MD101 HVAC DEMOLITION FLOOR PLAN

MD201 HVAC PIPING DEMOLITION FLOOR PLAN

MH101 HVAC FLOOR PLANS

MP101 HVAC PIPING FLOOR PLANS

M-301 MECHANICAL SECTIONS

M-401 MECHANICAL CONTROLS

M-402 MECHANICAL CONTROLS

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

ELECTRICAL

EG001 ELECTRICAL SYMBOLS LEGEND AND GENERAL NOTES

ES101 ELECTRICAL SITE PLAN

ED101 ELECTRICAL DEMOLITION FLOOR PLAN

EL101 LIGHTING FLOOR PLAN

EP101 POWER FLOOR PLAN

EY101 SPECIAL SYSTEMS FLOOR PLAN

E-401 ELECTRICAL RISER DIAGRAMS

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL SCHEDULES

E-602 ELECTRICAL SCHEDULES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

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45.

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47.

48.

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50.

51.

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53.

54.

55.

56.

57.

58.

59.

60.

61.

62.

63.

64.

65.

66.

67.

ASBESTOS AWARENESS

TESTING FOR ASBESTOS WAS PERFORMED. ASBESTOS CONTAINING

MATERIALS WERE IDENTIFIED. SEE SPECIFICATION SECTION 01 57 20

ENVIRONMENTAL PROTECTION, AND THE DRAWINGS FOR EXTENT OF

IDENTIFIED MATERIALS AND REMOVAL WORK. IF DURING REMOVAL WORK,

THE CONTRACTOR DISCOVERS ANY ADDITIONAL MATERIALS WHICH HE

SUSPECTS MAY CONTAIN ASBESTOS, HE SHALL IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER. THE CONTRACTING OFFICER WILL THEN

ARRANGE FOR TESTING AND REMOVAL OF ANY ADDITIONAL MATERIALS IF

PRESENT.

LEAD BASED PAINT AND LEAD AWARENESS

NON-DESTRUCTIVE TESTING FOR LEAD BASED PAINT (LBP) HAS BEEN

PERFORMED. LBP WAS IDENTIFIED IN THE EXISTING WORK AREAS TO

REMAIN, SEE SPECIFICATIONS SECTION 01 57 20 ENVIRONMENTAL

PROTECTION FOR EXTENT OF IDENTIFIED MATERIALS.

IF DURING REMOVAL WORK, THE CONTRACTOR DISCOVERS ANY OTHER

PAINT WHICH HE SUSPECTS MAY CONTAIN LEAD, HE SHALL IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER. THE CONTRACTING OFFICER WILL

THEN ARRANGE FOR TESTING AND REMOVAL OF ANY LEAD IF PRESENT.

THE CONTRACTOR IS ADVISED THAT RENOVATION-RELATED ACTIVITIES

MAY GENERATE AIRBORNE CONCENTRATIONS OF LEAD THAT WOULD

REQUIRE PRECAUTIONS TO PROTECT PERSONNEL FROM POTENTIAL

EXPOSURE. SINCE OSHA DOES NOT DEFINE LBP, THE REQUIREMENTS OF

THE STANDARD FOR CONSTRUCTION (29 CFR 1926.62) APPLY IF ANY

AMOUNT OF LEAD IS PRESENT IN BUILDING MATERIALS. AT A MINIMUM,

THE CONTRACTOR IS REQUIRED TO PROVIDE EMPLOYEE PROTECTION

THAT MIGHT INCLUDE RESPIRATORY PROTECTION APPROPRIATE TO THE

TASK AND CONDUCT INITIAL, REPRESENTATIVE MONITORING.

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AB ANCHOR BOLT

AC ALTERNATING CURRENT

A/C AIR CONDITIONING

ACI AMERICAN CONCRETE INSTITUTE

ACSR ALUMINUM CONDUCTOR STEEL

REINFORCED

ACST ACOUSTIC

AD ACCESS DOOR

A.D. AREA DRAIN

ADMIN. ADMINISTRATION/ADMINISTRATIVE

AECS AUTOMATED ENTRY CONTROL

SYSTEM

A.F.F. ABOVE FINISH FLOOR

AFFF AQUEOUS FILM FORMING FOAM

AGG AGGREGATE

AHU AIR HANDLING UNIT

A.I. AREA INLET

AIC AMPS INTERRUPTING

CAPACITY (SYM RMS)

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AL ALUMINUM

A.L. ACTIVE LEAF

ALT ALTERNATE

AMP AMPERE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

AP ACCESS PANEL

APPD APPROVED

APROX. APPROXIMATE

ARCH ARCHITECTURAL OR ARCHITECT

A.R.I. AMERICAN REFRIGERATION

INSTITUTE

ASB ASBESTOS

ASPH ASPHALT

ASSIST. ASSISTANT

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWC ACOUSTICAL WALL COVERING

AWG AMERICAN WIRE GAUGE

ANGLE

B

BATT INSUL BATT INSULATION

BB BULLETIN BOARD

BC BOOKCASE

BD BOARD

BDY BOUNDARY

BEJ BRICK EXPANSION JOINT

BIT BITUMINOUS

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

B.M. BENCH MARK

B.O. BOTTOM OF

BOT BOTTOM

BR BULLET RESISTANT

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRKT BRACKET

BT BENT

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BUR BUILT-UP ROOFING

C C or CND CONDUIT (FOR RACEWAY-

ELECTRICAL SHEETS)

CAP CAPACITY

CATV CABLE TELEVISION

CC CENTER TO CENTER

CB CATCH BASIN (OR CIRCUIT

BREAKER)

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CFT CERAMIC FLOOR TILE

C.F.C.I. CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

C.F.G.I. CONTRACTOR FURNISHED

GOVERNMENT INSTALLED

CHIM CHIMNEY

C.I. CURB INLET

CI CAST IRON

CIR CIRCULAR

CJ CONTROL JOINT

CKD CHECKED

CKT CIRCUIT

CKTBKR or CB CIRCUIT BREAKER

CL CENTER LINE

CLG CEILING

C (cont.)

CLK CLERK

CLKG CAULKING

CLO CLOSET

CLOS CLOSED

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNITS

CNTR COUNTER

CO CLEANOUT

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION

COMB COMBUSTION

COMP COMPRESSIBLE

COMM COMMUNICATIONS

CONC. CONCRETE

CONF. CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONSTR JT. CONSTRUCTION JOINT

CONT CONTINUOUS

COR CORNER

CORR CORRIDOR

COV COVERED

CPL CEMENT PLASTER

CPT CARPET

C.P.S. ~ CYCLES PER SECOND (HERTZ)

CRES CORROSIVE RESISTANT STEEL

CRG CARRIAGE

CRSE COURSE

CS COUNTER SINK

CST CAST STONE TILE

CSMT CASEMENT

CT CERAMIC TILE or CURRENT

TRANSFORMER

CTG CLEAR TEMPERED GLASS

CTIG CLEAR TEMPERED INSULATING

GLASS

CTL CARPET TILE

CTR CENTER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CU YD CUBIC YARDS

CV CEILING VENT

CW COLD WATER

CWT CERAMIC WALL TILE

CYL CYLINDER

D d PENNY (as in nail - 10d)

D DATUM

DA DOUBLE ACTING

DB DRY BULB

DBL DOUBLE

DC DIRECT CURRENT

D.C.J. DOWELED CONTROL JOINT

DCJT DUMMY CONTOL JOINT

DCL DOOR CLOSER

DEG DEGREE

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DH DUCT HEATER

DIA or ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTOR

DISSEM DISSEMANATION

DISC DISCONNECT

DIST DISTRIBUTION

D & M DRESSED & MATCHED

DN DOWN

DP DAMPPROOFING

DR DOOR

DRN DRAIN

DS DOWN SPOUT

DWG DRAWING

DWLS DOWELS

DX DIRECT EXPANSION

E

E EAST

EA. EACH

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EES EMERGENCY EYEWASH & SHOWER

EIFS EXTERIOR INSULATION &

FINISH SYSTEM

EJ EXPANSION JOINT

EL or ELEV. ELEVATION - GRADE OR BUILDING ELEC. ELECTTRIC or ELECTRICAL

ELEV ELEVATOR

EMD ESTIMATED MAXIMUM DEMAND

ENCL ENCLOSURE

F

F FAHRENHEIT

FA FRESH AIR

FC FOOT CANDLE

FCG FACING

FCJ FLOOR CONSTRUCTION JOINT

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

F.D. FIRE DAMPER

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

F.E.S FLARED END SECTION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG. FIGURE

FIN. FINISH

FIX. FIXTURE

FL or FLR FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLG FLOORING

FLUOR FLUORESCENT

FOS FACE OF STUD

F.O. FIBER OPTIC

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPRF FIRE PROOF

FR FRAME

FRG FURRING

F.S. FULL SIZE

FSF FABRIC SILT FENCE

FT. FEET

FTG. FOOTING

FW FIRE WATER

FWC FABRIC WALL COVERING

G

G GAS

G GUTTER

GA GAGE or GAUGE

GAL GALLON

GALV GALVANIZED

G.C.O. GROUND CLEANOUT

GEN GENERAL

G.F.C.I. GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

G.F.G.I. GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFE GOVERNMENT FURNISHED

EQUIPMENT

G.F.I. or GFI GROUND FAULT INTERRRUPTOR

GFRP GLASS FIBER REINFORCED

PLASTER

GI GALVANIZED IRON

GL GLASS

GND or GRND GROUND

GOVT. GOVERNMENT

GPM GALLONS PER MINUTE

GR GRADE

GRS GALVANIZED RIGID STEEL

CONDUIT

GRTG GRATING

GSU GRAZED STRUCTURAL UNITS

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HCD HALON CONTAINMENT DAMPER

HD HEAD

HDR HEADER

HDRL HANDRAIL

HDW HARDWARE

I I or EF IRON

IC INTERCOM

I.D. INSIDE DIAMETER

IDS INTRUSION DETECTION SYSTEM

I.E. INVERT ELEVATION

IES ILLUMINATING ENGINEERING

SOCIETY

IN INCH

INSUL. INSULATION

INT. INTERIOR

INV. INVERT or INVERTER

I.P. IRON PIPE

J JB or J-BOX JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K

K KEY

kcmil or KCM KILO CIRCULAR MIL

KCP KEENE'S CEMENT PLASTER

KIP KILOPOUND (1000 LBS)

KIT KITCHEN

KL KEY LOCK

KP KICK PLATE

kV KILOVOLTS kVA KILOVOLT AMPERES kvar KILOVOLT AMPERES REACTIVE kW KILOWATT

L

L LUMEN

LAB LABORATORY

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUNDS

LD LOAD

LDG LOADING

LG LENGTH

LIN LINEAR

LIS LAWN IRRIGATION SYSTEM

LNTL LINTEL

LONG LONGITUDINAL

LP LOW POINT

LPS LIGHT PROOF SHADE

LR LIVING ROOM

L.R. LONG RADIUS

LT LIGHT

LTG LIGHTING

LT. WT. LIGHT WEIGHT

LWT LEAVING WATER TEMPERATURE

M

M THOUSAND

MACH MACHINE

MAINT. MAINTENANCE

MAS MASONRY

MAT or MATL MATERIAL

MAX MAXIMUM

M & B MATCHED & BEADED

MC MEDICINE CABINET

MCJ MASONRY CONTROL JOINT

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MER MECHANICAL EQUIPMENT ROOM

MET. METAL

MFG MANUFACTURING

MFR MANUFACTURER

N

N NORTH

N.C. NORMALLY CLOSED

NCO NON COMMISSIONED OFFICER

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NU or NO. NUMBER

N.O. NORMALLY OPEN

N.R. NOT REQUIRED

O

O.A. OUTSIDE AIR

OBGL OBSCURE GLASS

OBSC OBSCURE

OB WG OBSCURE WIRE GLASS

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFF. OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPS OPERATIONS

O.R. OBSERVATION RISER

OS & Y OUTSIDE SCREW & YORK

P

P PAINT

PA PUBLIC ADDRESS

PART PARTICLE

PBS PUSH BUTTON STATION

P.C.C. PORTLAND CEMENT CONCRETE

P.C. POINT OF CURVATURE

PC PIECE

PERF PERFORATED

P.E. POLYETHYLENE

PH or ø PHASE

PHAR PHARMACY

P.I. POINT OF INTERSECTION

P.I.V. POST INDICATOR VALVE

PL PLATE

PLAS PLASTER

PL PLASTIC LAMINATE

PLATF PLATFORM

PLBG PLUMBING

PLG PILING

PLY. WD. PLYWOOD

PNL PANEL

POL POLISH

PORC PORCELAIN

PP PAINTED PANEL

P.P.M. PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PROC PROCESSING

PROJ PROJECT

PRV PRESSURE REGULATING VALVE

P.S. PRESSED STEEL

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

P.T. POINT OF TANGENCY

PT POINT or POTENTIAL (VOLTAGE)

TRANSFORMER

PTD PAINTED

PTN PARTITON

PVC POLYVINYL-CHLORIDE

PVMT PAVEMENT

PW PASS WINDOW

E (cont.)

ENT ENTRANCE

E.P. EXPLOSION PROOF

EQ. EQUAL

EQUIP. EQUIPMENT

ES EACH SIDE

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATE

EXD EXIT DEVICE

EXH EXHAUST

EXIST. EXISTING

EXP EXPOSED

EXPL EXPLOSION

EXPN EXPANSION

EXT EXTERIOR

H (cont.)

HM HOLLOW METAL

HP HORSE POWER

HPL HIGH PRESSURE LAMINATE

FLOORING

HIP HIGH PRESSURE

H.PT. HIGH POINT

HR HOUR

H.S. HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM

PLASTER

HT HEIGHT

HTG HEATING

HTR HEATER

H.W. HEADWALL

HW HOT WATER

HWH HOT WATER HEATER

HYD HYDRAULIC

HZ HERTZ

M (cont.)

MG MOTOR GENERATOR

MGT MATTE - GLAZED TILE

MGMT MANAGEMENT

M.H. MANHOLE

MIN MINIMUM

ML METAL LATH

MLDG MOULDING

MO MASONRY OPENING

MONO MONOLITHIC

MOT MOTOR

MS MOTOR STARTER

MSTC MASTIC

MT METAL THRESHOLD

MTD MOUNTED

T

T TREAD

TAN. TANGENT

TBD TACK BOARD

TC TOP OF CURB

TCA TILE COUNCIL OF AMERICA

T.E. TOP ELEVATION

U

UC UNIT COOLER

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UPS UNINTERRUPTIBLE POWER

SYSTEM

UR URINAL

UT UTILITY

UV UNIT VENTILATOR

V

V VOLT

VB VINYL BASE

VCP VITRIFIED CLAY PIPE

V.C.T. VINYL COMPOSTION TILE

VD VAULT DOOR

VENT VENTILATION

VENT VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

V.P.C. VERTICAL POINT OF CURVATURE

V.P.I. VERTICAL POINT OF

INTERSECTION

V.P.T. VERTICAL POINT OF TANGENCY

V.R. VAPOR RETARDER

VS VENT STACK

VT VINYL-TILE OR VOLTAGE

TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL-WALL COVERING

W

W WEST

W WIRE

W/ WITH

WB WET BULB

WC WATER CLOSET

WC WALLCOVERING

WCO WALL CLEANOUT

WD WOOD

W.D. WASTE DRAIN

WD. BLK. WOOD BLOCKING

WD. DR. WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

WH WALL HYDRANT

WHM WATTHOUR METER

WHT WHITE

W.I. WROUGHT IRON

WKSH WORK SHOP

WNSCT WAINSCOT

W/O WITHOUT

WP WALL PANEL

WP WEATHER PROOF

WPF WATER PROOF

WPFG WATER PROOFING

WRB WARDROBE

WS WASTE STACK

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WOVEN WIRE MESH

X

XFMR TRANSFORMER

Y

YD YARD

Y.D. YARD DRAIN

Q

QT QUART

Q.T. QUARRY TILE

QTRS QUARTERS

1/4 RD QUARTER ROUND

R R or RSR RISER

R.A. RETURN AIR

RAD or R RADIUS

RAG RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RESILIENT BASE

RC REMOTE CONTROL

R.C.P. REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROUND

R.D. ROOF DRAIN

RDGE RIDGE

RECP RECEPTACLE

RECR RECREATION

RECT. RECTIFIER

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCEMENT

REM REMOVABLE

REPRO REPRODUCTION

REQD REQUIRED

RESIL. RESILIENT

REV REVISIONS

RFG ROOFING

RFS RAISED FLOOR SYSTEM

RGE RANGE

RGH ROUGH

RH RELATIVE HUMIDITY

RM ROOM

RPM REVOLUTIONS PER MINUTE

RPRT RAISED PATTERN RUBBER TILE

RT RUBBER TILE

RUB RUBBER

S

S SOUTH

S.A. SUPPLY AIR

SB SPLASH BLOCK

S.B. SECURITY BARS

SC SPECIAL COATING

SCH SCHEDULE

SCIF SENSITIVE COMPARTMENTED

INFORMATION FACILITY

SCR SCREW

SCT STRUCTURAL CLAY TILE

SCUT SCUTTLE

S.D. SUBDRAIN

SDI STEEL DECK INSTITUTE

SJI STEEL JOIST INSTITUTE

SECT SECTION

SECY SECRETARY

SEQ SEQUENCE

S.F. SQUARE FOOTAGE

SFU STRUCTURAL FACING UNIT

SHLD. SHOULDER

SHT. SHEET

SHTG SHEATHING

SIM SIMILAR

SK SINK

SOV SHUT OFF VALVE

SP STATIC PRESSURE

SPEC SPECIFICATIONS

SPF SOUNDPROOF

SPH SPACE HEATER

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SQUAD SQUADRON

SS SOLID SURFACE

SSMR STANDING SEAM METAL ROOFING

S. STL. STAINLESS STEEL

ST STAIN

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STGR STRINGER

STL STEEL

STN STONE

STOR STORAGE

STRUCT STRUCTURAL

STWY STAIRWAY

SUB FL SUB FLOOR

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

T (cont.)

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

TGL TOGGLE

TH THRESHOLD

THK THICK

T.O. TOP OF

TOS TOP OF STEEL

TOIL TOILET

TOPO TOPOGRAPHY

TRANS TRANSVERSE

T'STAT THERMOSTAT

TT TERRAZZO TILE

TV TELEVISION

TYP TYPICAL

ABBREVIATIONS

C.G. CORNER GUARD

F.V. FIELD VERIFY

ACD B

RTES SERVER

LDA ROOM

LDA SERVER

108A

GARAGE

BREAKROOM /

TACTICAL TRAINING

COMMENTRY

JANITOR

COMPUTER

TRAINING

OFFICE ENTRY

MENWOMENTLT

MECHANICAL/

ELECTRICAL

CORRIDOR

CORRIDOR

79' TRAVEL DISTANCE

27' TRAVEL DISTANCE

SCALE: 1/8" = 1'-0" 8'4'0 16'

LIFE SAFETY PLAN N

TRUE

NORTH

PLAN

NORTH

N

105' TRAVEL DISTANCE

63' TRAVEL DISTANCE

40' COMMON PATH DISTANCE

78' COMMON PATH DISTANCE

FEC

FEC

FEC

FEC

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#24 A

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SMOKE PARTITION PER NFPA 101, SECTION 8.7.1.2

(THIS SHEET IS FOR INFORMATION ONLY)

EXIT

2012 IBC International Building Code (Note: The following are direct or paraphrased sections from the aforementioned Code, unless indicated by italics) Sect 202 AREA, BUILDING. The area included within surrounding exterior walls exclusive of vents shafts and courts.

Note: This definition of building area is taken to the inside face of the exterior walls. The DoD's definition of building area is taken to the outside face of the exterior walls. This accounts for the inconsistency in building area within the Design Analysis.

Actual building size to outside face of exterior walls is 5,174 SF. Actual building size to inside face of exterior walls is 4,644 SF.

Sect 304.1 Business Group B for the administration portion of the building.

Sect 311.3 Low-hazard Storage Group S-2 for the garage.

Table 503 For Group B (most restrictive occupancy), Type V-B construction, maximum building height shall be 40-feet; maximum building size per story shall be 9,000 SF, and maximum stories shall be 2.

Sect 506.3 Where a building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, the building area limitation in Table 503 is permitted to be increased by an additional 300-percent for buildings with no more than one story above grade plane.

Note: This increases the maximum building size per story to 36,000 SF.

Actual building height is approximately 22'-0"; actual building size is 4,612 SF; and actual stories are 1.

Sect 508.3 Nonseparated Occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as nonseparated occupancies.

Sect 508.3.1 Occupancy classification. Nonseparated occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9 which apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area.

Sect 508.3.2 The allowable building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1.

Sect 508.3.3 Separation. No separation is required between nonseparated occupancies.

Table 509 Fire separation not required around mechanical rooms with automatic sprinkler system.

Table 601 No rating required for structural frame, interior and exterior bearing walls, interior nonbearing walls, floor construction, or roof construction with Type V-B construction.

Note: Per the UFC, comply with NFPA 101 for fire-resistance rating of interior nonbearing walls.

Table 602 No rating required for exterior nonbearing walls where separation distance is greater than 10-feet.

Sect 602.5 Type V construction is that type of construction in which the structural elements, exterior walls and interior walls are of any materials permitted by this code.

Sect 705.11 Exception 1. A parapet need not be provided on an exterior wall where the wall is not required to be fire-resistance rated in accordance with Table 602 because of fire separation distance.

Chapter 8 Not used. Refer to UFC 3-600-01.

Chapter 9 Not used. Refer to UFC 3-600-01.

Chapter 10 Not used. Refer to UFC 3-600-01.

Chapter 11 Not used. Refer to ADA and ABA Accessibility Guidelines for Buildings and Facilities.

Sect 1210.2.2 Walls within 2-feet of service sinks, urinals and water closets shall have a smooth, hard, non-absorbent surface to a height of 4-feet above the floor, and the materials used in such walls shall be of a type that is not adversely affected by moisture.

Sect 2603.4.1.4Exterior walls - one-story buildings. For one-story buildings, foam plastic having a flame spread index of 25 or less, and a smoke-developed index of not more than 450, shall be permitted without thermal barriers in or on exterior walls in a thickness not more than 4-inches where the foam plastic is covered by a thickness of not less than 0.032-inch aluminum or corrosion-resistant steel having a base metal thickness of 0.016-inch and the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.

2015 NFPA 101 Life Safety Code (Note: The following are direct or paraphrased sections from the aforementioned Code, unless indicated by italics) Chapters 1 thru 6 not used. Refer to the IBC and UFC 3-600-01.

Sect 3.3.190.3 Business Occupancy. An occupancy used for the transaction of business other than mercantile.

Sect 3.3.190.15 Storage Occupancy. An occupancy used primarily for the storage or sheltering of goods, merchandise, products, or vehicles.

Sect 6.2.2.3 Ordinary hazard contents shall be classified as those that are likely to burn with moderate rapidity or to give off a considerable volume of smoke.

Sect A.6.2.2.3 Ordinary hazard classification represents the conditions found in most buildings and is the basis of the general requirements of this Code.

Sect 7.2.1.2.3.2 Door openings in means of egress shall be not less than 32-inches in clear width.

Sect 7.2.1.4.2 Doors shall swing in the direction of egress travel under any of the following conditions:

1. Where serving a room or area with an occupant load of 50 or more.

2. Where the door assembly is used in an exit enclosure.

3. Where the door opening serves a high hazard contents area.

Table 7.3.1.2 Business Use: 100 gross SF per occupant.

Storage Use (in storage occupancies): No requirement.

Table 7.3.3.1 0.2-inch per occupant required width of level components for areas of building that are not high hazard.

Sect 7.4.1.1 The number of means of egress from any balcony, mezzanine, story, or portion thereof shall be not less than two.

Sect 7.5.1.3.3 In buildings protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7, the minimum separation distance between two exits, exit accesses, or exit discharges shall be not less than one-third the length of the maximum overall diagonal dimension of the building or area to be served.

Sect 7.5.1.6 Exit access from rooms or spaces shall be permitted to be through adjoining or intervening rooms or areas, provided that such rooms or areas are accessory to the area served. Foyers, lobbies, and reception rooms constructed as required for corridors shall not be construed as intervening rooms. Exit access shall be arranged so that it is not necessary to pass through any area identified under Protection from Hazards in Chapters 11 through 43.

Sect 7.12.1 Mechanical equipment rooms, boiler rooms, furnace rooms, and similar spaces shall be arranged to limit common path of travel to 100-feet in buildings protected throughout by an approved automatic sprinkler system in accordance with Section 9.7.

Sect 8.7.1.1(2) Protection from any area having a degree of hazard greater than that normal to the general occupancy of the building shall be provided by an automatic sprinkler system.

Sect 8.7.1.2 In new construction, where protection is provided with automatic extinguishing systems without fire-resistive separation, the space protected shall be enclosed with smoke partitions in accordance with Section 8.4.

Sect 9.7.4.1 Portable fire extinguishers shall be selected, installed, inspected, and maintained in accordance with NFPA 10, Standard for Portable Fire Extinguishers (2013).

NFPA 10

Sect 5.4.1.1 Building is classified as light (low) hazard occupancy.

Table 6.2.1.1 2-A minimum size

3,000 sq.ft. coverage per unit of A Maximum floor area for extinguisher: 11,250 sq.ft.

75-feet maximum travel distance.

Table 6.3.1.1 10-B minimum size 50-feet maximum travel distance

4-A:80-B:C portable fire extinguishers provided, with 50-feet maximum travel distance.

Sect 38.1.5 The contents of business occupancies shall be classified as ordinary hazard in accordance with Section 6.2.

Sect 38.1.7 The occupant load, in number of persons for whom means of egress and other provisions are required, shall be determined on the basis of the occupant load factors of Table 7.3.1.2 that are characteristic of the use of the space.

Sect 38.2.3.1 The capacity of means of egress shall be in accordance with Section 7.3.

Sect 38.2.3.2 The clear width of any corridor or passageway serving an occupant load of 50 or more shall be not less than 44-inches.

Sect 38.2.4.3 A single exit shall be permitted for a room or area with a total occupant load of less than

100 persons, provided that all of the following criteria are met:

(1) The exit shall discharge directly to the outside at the level of exit discharge for the building.

(2) The total distance of travel from any point, including travel within the exit, shall not exceed 100-feet.

Sect 38.2.5.2.1 In buildings protected throughout by an approved, supervised automatic sprinkler system in accordance with 9.7.1.1(1) [NFPA 13], dead-end corridors shall not exceed 50-feet.

Sect 38.2.5.3.1 Common path of travel shall not exceed 100-feet in a building protected throughout by an approved, supervised automatic sprinkler system in accordance with 9.7.1.1(1)

[NFPA13].

Sect 38.2.6.3 Travel distance shall not exceed 300-feet in business occupancies protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7

[NFPA 13].

Sect 38.3.2.1 Hazardous areas including, but not limited to, areas used for general storage, boiler or furnace rooms, and maintenance shops shall be protected in accordance with Section 8.7.

Sect 38.3.3.2.1 Interior wall and ceiling finish material complying with Section 10.2 shall be Class A or Class B in exits and in exit access corridors.

Sect 38.3.3.2.2 Interior wall and ceiling finishes shall be Class A, Class B, or Class C in areas other than those specified in 38.3.3.2.1.

Sect 38.3.5 Portable fire extinguishers shall be provided in every business occupancy in accordance with 9.7.4.1.

Sect 42.1.5.1 Contents of storage occupancies shall be classified as low hazard, ordinary hazard, or high hazard in accordance with Section 6.2, depending on the quantity and character of the materials stored, their packaging, and other factors.

Sect 42.1.7 The occupant load, in number of persons for whom means of egress and other provisions are required, shall be determined on the basis of the maximum probable population of the space under consideration.

Sect 42.2.3 The capacity of means of egress shall be in accordance with Section 7.3.

Sect 40.2.4.1. The number of means of egress shall comply with any of the following:

(1) In low hazard storage occupancies, a single means of egress shall be permitted from any story or section.

(2) In ordinary hazard storage occupancies, a single means of egress shall be permitted from any story or section, provided that the exit can be reached within the distance permitted as a common path of travel.

Table 42.2.5 In Low Hazard Storage Occupancies protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7.1.1(1) [NFPA 13], there are no limits to dead-end corridors or common path of travel.

In Ordinary Hazard Storage Occupancies protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7.1.1(1) [NFPA 13], dead-end corridors shall not exceed 100-feet and common path of travel shall not exceed 100-feet.

Table 42.2.6 In Low Hazard Storage Occupancies protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7.1.1(1) [NFPA 13], there is no limit to maximum travel distance In Ordinary Hazard Storage Occupancies protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7.1.1(1) [NFPA 13], maximum travel distance shall not exceed 400-feet.

2012 NFPA 1 Uniform Fire Code (Note: The following are direct or paraphrased sections from the aforementioned Code, unless indicated by italics) Sect 18.2.3.2.1 A fire department access road shall extend to within 50-feet of at least one exterior door that can be opened from the outside and that provides access to the interior of the building.

Sect 18.2.3.2.2 Fire department access roads shall be provided such that any portion of the facility or any portion of an exterior wall of the first story of the building is located not more than 150-feet from fire department access roads as measured by an approved route around the exterior of the building or facility.

Sect 18.2.3.2.2.1 When buildings are protected throughout with an approved automatic sprinkler system that is installed in accordance with NFPA 13, the distance in 18.2.3.2.2 shall be permitted to be increased to 450-feet.

Sect 18.2.3.4.1.1 Fire department access roads shall have an unobstructed width of not less than 20-feet.

Sect 18.2.3.4.2 Fire department access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be provided with an all-weather driving surface.

Sect 18.2.3.4.3.1 The turning radius of a fire department access road shall be as approved by the AHJ.

Sect 18.2.3.4.4 Dead-end fire department access roads in excess of 150-feet in length shall be provided with approved provisions for the fire apparatus to turn around.

L R

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IDENTIFICATION

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V-101

POWER RISER

POWER POLE AND GUY

LIGHT POLE

GRATE INLET

MANHOLE

GUARD POST

BUILDING OVERHANG

BUILDING

LEGEND

POWER PULL BOX

FIBER OPTICS PULL BOX

GAS METER

GUY POLE W/ LIGHTNING ROD

TRANSFORMER

STOP SIGN

A/C

OVERHEAD POWER

TELEPHONE

UNDERGROUND POWER

STORM SEWER

WATER

UTILITY NOTES

1. THIS DRAWING INCLUDES OBSERVED EVIDENCE OF SERVICES AND UTILITIES EVIDENT AT THE TIME OF

SURVEY ONLY. NO RESPONSIBILITY OR LIABILITY IS ASSUMED BY THE SURVEYOR FOR THE FAILURE TO SHOW

ANY BURIED SERVICE AND/OR UTILITY LINES EVEN THOUGH THEY MAY EXIST. CONTACT "ONE CALL"

(1-800-795-0555) PRIOR TO ANY EXCAVATION ON THIS SITE.

NOTES

HORIZONTAL CONTROL IS BASED ON UTM 14 COORDINATE SYSTEM SCALED BY THE COMBINED SCALE FACTOR

0.99988757 (GROUND TO GRID) AS PROVIDED BY NGS DATA SHEET FOR MONUMENT DH9585.

VERTICAL CONTROL IS BASED ON THE MINOT AIR FORCE BASE BENCH MARK, CP 102. ELEVATION 1625.29 NAVD 88, AS PROVIDED BY CHARLES STARNER

GUY WIRE

SATELLITE DISH

UNIDENTIFIED PULL BOX

UNIDENTIFIED VALVE

CONTROL POINT

RECORD GAS LINE

RECORD SANITARY

RECORD WATER LINE

RECORD COMMUNICATIONS LINE

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TOPOGRAPHIC SURVEY

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SCALE: 1" = 20'-0" 20'10'0 40'

ASPHALT PAVEMENT

CONCRETE PAVEMENT

GRAVEL SURFACING

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CD101

LIMITS OF CONSTRUCTION

CONTRACTOR STAGING AREA

LEGEND

PAVEMENT REMOVAL

REMOVAL KEYNOTES:

R01. REMOVE CONCRETE WALL 2' BELOW FINAL GRADE.

R02. REMOVE BERM, SEE GRADING SHEET

R03. BID OPTION REMOVAL AND DISPOSAL OF THE ALASKA

BARRIERS

R04. RTES TOWER TO BE RELOCATED BY GOVERNMENT.

R05. REMOVE ROCK SURFACING

R06. REMOVE PAVEMENT, SAW CUT FULL DEPTH WHEN

ADJACENT PAVEMENT TO REMAIN.

R07. REMOVE LIGHTNING PROTECTION SYSTEM COORDINATE

WITH OTHER ELECTRICAL REMOVALS, SEE SHEET ED101.

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REMOVAL PLAN

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SCALE: 1" = 20'-0"

20'10'0 40'

R02

R01

R07

R06

R06

R03

R07

R04

R06

R07

R03

R06

R07

R01

R06

R05

R05

R06

R06

1630.76

1630.95

1631.04

1631.04

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C-101

EXISTING CONTOUR

PROPOSED CONTOUR

LIMITS OF CONSTRUCTION

LEGEND

SEEDING SEE SPECIFICATION 32 92 19

NOTE:

EXCAVATED SOIL SHALL BE HAULED TO A LOCATION ON BASE AS DIRECTED BY THE

CONTRACTING OFFICER.

CONSTRUCTION ACCESS ROAD

CONTRACTOR STAGING AREA

GRADING KEYNOTES:

G01. CONSTRUCT INLET PROTECTION, PER CITY OF MINOT STANDARD DETAIL, ERO-6.

G02. INSTALL SILT FENCE, PER CITY OF MINOT STANDARD DETAIL, ERO-1

G03. CONSTRUCT CONSTRUCTION ENTRANCE, PER CITY OF MINOT STANDARD DETAIL, ERO-5.

MATCH EXISTING

SPOT ELEVATION (TOP OF SLAB)

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GRADING AND EROSION CONTROL PLAN

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SCALE: 1" = 20'-0"

20'10'0 40'

G02

G02

G02

G01

G01

G03

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C-102

LIMITS OF CONSTRUCTION

LEGEND

CONTRACTOR STAGING AREA

UTILITY KEYNOTES:

U01. TAP EXISTING 8" WATER MAIN

U02. CONSTRUCT 8" WATER MAIN FOR FIRE SERVICE WITH MINIMUM 9.0' OF COVER.

COORDINATE WORK WITH EXISTING UNDERGROUND COMMUNICATION LINES.

CLASSIFIED UTILITY LINES NOT SHOWN ON PLANS.

U03. CONNECT TO BUILDING FIRE SERVICE, VERIFY LOCATION ON FIRE SUPRESSION

PLANS

U04. CONSTRUCT POST INDICATOR VALVE, SEE DETAIL SHEET FX201.

U05. CONSTRUCT FIRE HYDRANT TEE, VALVE AND ASSEMBLY.

U06. CONSTRUCT 8" GATE VALVE

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UTILITY PLAN

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SCALE: 1" = 20'-0" 20'10'0 40'

SANITARY SEWER KEYNOTES:

S01. CONSTRUCT 54" I.D. MANHOLE OVER EXISTING 4" SANITARY SEWER WITH

EXTERNAL FRAME SEAL. ROTATE MANHOLE RIM TO BE EITHER ALL IN PROPOSED

SIDEWALK OR ALL OUT OF PROPOSED SIDEWALK.

RIM ELEV.= 1630.51

I.E.(6")(SW)(EXISTING)= 1620.95 (FIELD VERIFY)

I.E.(4")(NW)= 1620.95

I.E.(4")(NE)= 1620.95

S02. CONNECT TO BUILDING SANITARY SEWER SERVICE, VERIFY LOCATION ON

PLUMBING PLANS. I.E.(3")= 1628.14

S03. CONSTRUCT 4" SANITARY SEWER PIPE @ 2.00% WITH PIPE BEDDING.

S04. CONSTRUCT SANITARY SEWER CLEANOUT

RIM ELEV= 1630.52

I.E.(4")(NW)= 1622.00

I.E.(4")(NE)= 1622.00

S05. CONNECT TO BUILDING SANITARY SEWER SERVICE, VERIFY LOCATION ON

PLUMBING PLANS. I.E.(4")= 1628.14

U03

S04

S05

U02

S03

S01

S02

U04

U05

U06

U01

NOTE:

UTILITIES AT MINOT AFB ARE PRIVATIZED AND WILL REQUIRE THE CONTRACTOR TO

CONTACT THE FOLLOWING UTILITY PROVIDERS FOR PLACEMENT OF WATER AND

SANITARY SEWER UTILITIES. THE CONTRACTOR SHALL PAY ALL SERVICE INSTALLATION

FEES, CONNECTION FEES AND /OR UTILITY TAP-IN FEES ASSOCIATED WITH THE NEW

UTILITIES BEING INSTALLED ON THIS PROJECT.

A. WATER/SANITARY SEWER: CONTACT BASE UTILITIES AT (701) 727-5050

MR. RUSS GOHL FOR WATER AND SANITARY SEWER INSTALLATION.

BASE UTILITIES CONSTRUCTS ALL WATER AND SEWER MAINS AND

SERVICES TO 5 FEET FROM THE BUILDING AT THE CONTRACTOR'S

EXPENSE.

CONTRACTOR SHALL PATCH ALL ASPHALT/CONCRETE AFTER ALL

PRIVATIZED BASE UTILITIES HAVE BEEN INSTALLED.

14 15

28 29

R 10.00'

R10.00'

POINT TABLE

POINT #

NORTHING

17601363.52

17601368.32

17601352.86

17601351.65

17601317.13

17601312.33

17601289.58

17601286.38

17601280.40

17601271.54

17601289.13

17601292.68

17601294.41

17601316.55

17601318.13

17601322.00

17601323.58

17601325.29

17601335.17

17601321.36

17601316.88

17601349.13

EASTING

1079575.90

1079579.49

1079600.14

1079591.77

1079566.00

1079562.40

1079545.36

1079542.96

1079538.48

1079539.34

1079525.86

1079521.12

1079508.88

1079464.51

1079465.74

1079457.71

1079458.89

1079472.98

1079480.75

1079499.19

1079495.83

1079519.99

POINT TABLE

POINT #

NORTHING

17601362.42

17601379.94

17601386.61

17601382.64

17601398.60

17601397.80

17601394.93

17601398.13

17601400.42

17601400.93

17601403.82

17601400.61

17601406.96

17601416.08

17601417.63

17601422.57

17601420.95

17601361.05

17601357.26

17601299.61

EASTING

1079502.24

1079548.69

1079547.82

1079545.08

1079542.43

1079541.95

1079545.99

1079548.37

1079549.57

1079546.07

1079542.06

1079539.75

1079535.21

1079538.23

1079539.49

1079533.39

1079532.08

1079579.20

1079584.28

1079512.81

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LIMITS OF CONSTRUCTION

LEGEND

CONTRACTOR STAGING AREA

PAVING KEYNOTES:

P01 6" EGRESS PAVING, SEE DETAIL SHEET C-104. PART OF BID OPTION

FOR SECOND GARAGE DOOR, DRIVE & ASSOCIATED WORK.

P02. CONSTRUCT BOLLARD,SEE DETAIL SHEET C-104.

P03. CONSTRUCT HVAC EQUIPMENT SLAB, SEE M/E PLANS.

6" THICK PCC PAVING SECTION SEE DETAIL SHEET C-104

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PAVING PLAN

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SCALE: 1" = 20'-0" 20'10'0 40'

5" THICK PCC SIDEWALK SEE DETAIL SHEET C-104

P02

P03

P02

P01

P02

JOINT PLAN

TRUE

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SCALE: 1" = 20'-0" 20'10'0 40'

X PANELS EQUALLY SPACED Y.YY FEET APART

DOWELED JOINT

X @ Y.YY'

CONTRACTION JOINT

1/2" EXPANSION JOINT

23.16'

2@ 11.58'

23.25'2@ 11.63'

.7

3'

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1'

P03

P02

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4.

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TYPICAL BOLLARD

NO SCALE

6" THICK PCC PAVEMENT SECTION

NO SCALE

TYPICAL SIDEWALK SECTION

NO SCALE

FOUNDATIONS

F1. Subsoil investigations have not been made, therefore, the footings have been designed for the assumed bearing pressure below. If, during the course of excavation, any material or condition is encountered which might indicate a lower bearing pressure than assumed, the contractor shall notify the Contracting Officer.

F2. Bear footings on natural soils or suitable compacted fill materials. No footings shall be placed on frozen soils. All footings have been designed for an allowable net bearing pressure of 2,000 psf. This matches value listed on existing drawings.

F3. The Contractor shall locate and protect any existing utilities from damage or interruption during construction.

CONCRETE AND REINFORCEMENT

C1. Concrete work shall conform to all requirements of ACI 301, "Specifications for Structural Concrete for Buildings", except as modified by the Supplemental Requirements below.

C2. Submit a concrete mix design for each class of concrete for approval by the Project Engineer. The mix design shall include the proportions and test results or certifications for all components of the mix in accordance with the latest ACI 301.

Submit documented results of “field test data” or “trial mixtures” in accordance with ACI 301 for each class of concrete to be used. The mix designs shall meet the following guidelines except as approved by the Project Engineer.

C3. Design mixes to provide normal weight concrete with the following properties to be used in the locations specified:

28-day Comp. Cement per Water/ Air Strength cu. yd. Cement Content Slump Mix (min. psi) (min. pounds) (max. ratio) ( % ) ( inches )

A 4000 611 0.44 5-7 2-4 B 3000 517 0.50 5-7 2-4 C 3000 564 0.50 5-7 2-4 D 3000 658 -- -- 8-10

Air entrainment shall not be used for interior slabs.

C4. Mix Types 'C' and 'D' shall utilize sand-gravel fine aggregate only, maximum size = No. 4

C5. Use Type 'A' for exterior stoops, walks, exterior wall facing, and paving. Use Type 'D' for all masonry grouting and bond beam lintels. Use Type 'B' or Type 'C' for all other applications.

C6. All reinforcing steel shall be ASTM A 615 grade 60.

C7. Provide lap splices as indicated below unless noted otherwise in details and schedules. Top bars are horizontal bars with more than 12-inches of fresh concrete cast below the bars in question.

Splice Length Bar Size Top Bars All Other Bars

#3 1'-4" 1'-1" #4 1'-10" 1'-5" #5 2'-3" 1'-9" #6 2'-8" 2'-1"

C8. Concrete cover of reinforcement shall conform to ACI 318-02 unless detailed otherwise.

C9. Welded wire fabric shall be flat sheets and shall conform to ASTM A 1064.

C10. Vapor barrier shall be 10 mil polyethylene sheets unless otherwise specified, with all laps sealed and edges turned up 1/2 inches below finish floor slabs.

C11. Portland cement shall conform to ASTM C150, type I.

C12. Air-entraining admixtures shall conform to ASTM C260. Other admixtures, if used, shall conform to ASTM C494.

CONCRETE MASONRY

M1. Masonry units shall units shall be normal aggregate, hollow units and shall conform to ASTM C 90. Minimum compressive strength of individual units shall be 1900 PSI on the net area of the block. Design compressive strength of masonry, f'm = 1,500

PSI.

M2. Mortar shall conform to ASTM C 270 type S.

M3. Reinforce all masonry horizontally with galvanized 9 gage Durowal at 16 inches on center. Reinforce walls vertically as shown on the drawings. Lap splice vertical reinforcing as shown on the drawings.

STRUCTURAL STEEL

S1. All W-shape sections shall conform to ASTM A 992 (Fy = 50 ksi).

S2. All channels, angles, bars and plates shall conform to ASTM A 36 (Fy = 36 ksi).

S3. Tube sections shall conform to ASTM A 500 Grade B (Fy = 46 ksi).

S4. Bolts for structural connections shall be 3/4-inch diameter A325 in bearing-type connections, tightened to snug tight, unless noted otherwise. Snug tight is the tightness that exists when all plies in a joint are in firm contact, and may be achieved by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench.

S5. Headed studs shall conform to ASTM A 108 complying with AWS Code.

S6. Welding shall be performed by certified welders using low hydrogen E70 electrodes. Comply with AWS for electrodes and procedures.

OPEN-WEB JOISTS

J1. Open web joists shall conform to SJI specifications.

J2. Roof joists shall be designed for a net uplift equal to 15 psf.

J3. Provide bridging and accessories per SJI. Install per manufacturer's shop drawings.

J4. Joists shall be prime painted.

METAL DECK

D1. Roof deck shall be 1 1/2-inch deep 22 gage wide-rib (Type B) metal deck conforming to SDI and ASTM A 1008 (painted), with a minimum yield strength of 33 ksi.

D2. Weld 1 ½” deep roof deck to supporting members at 6 inches on center at ALL supports, including edge supports along the side of the deck at the perimeter of the building, around openings, etc. Welds shall be 5/8-inch diameter plug welds. Fasten adjacent roof deck units at side laps using (2) #10 TEK screws per deck span, located at third points between supports.

D3. Galvanize all metal deck for stoops as per ASTM A 653, G60.

D4. Provide all necessary accessories including roof sump pans, column and end closures, etc.

D5. Provide 6-inch minimum wide, continuous cover plate of same thickness as decking where decking changes direction, or changes slope such as at valleys or ridges. Screw to deck along both sides at 12-inch centers maximum.

EXISTING CONSTRUCTION

EX1. Guard against movement or settlement of the existing structure. Provide bracing or shoring as necessary in connection therewith. Be responsible for safety and support of the structure during all phases of the construction.

EX2. If during the course of construction, movements or settlements of significant nature are observed, take precautions as necessary to secure the safety of the subject and/or adjoining premises, and contact the Contracting Officer.

EX3. The existing information shown on the drawings is as exact as could be secured insofar as building construction and existing conditions are concerned. Extreme accuracy is not guaranteed. The drawings and specification are intended for the assistance of the Contractor in achieving the end results. Many of the dimensions and conditions noted on the drawings are based on information obtained from the original drawings and may or may not be correct. Exact locations, measurements, distances, levels, etc. will be governed by conditions at the job site. The Contractor shall field verify all existing conditions and dimensions which affect work to be performed as part of this project, prior to any new construction or material fabrication.