WYANG_CATM_EM_B-3_Drawings_3 Mar2021.pdf

PDF 42 MB Posted Jul 22, 2021

Attached to: Construct Combat Arms Facility Federal contract opportunity
Solicitation number: W50S8W-21-R-0004
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract solicitation for construction services. The solicitation is identified as number W50S8W-21-R-0004 and seeks to construct a new Combat Arms Emergency Management Facility at the Wyoming Air National Guard base. Interested parties must submit any Requests for Information to Desiree Santos by August 10, 2021, and site visits to review the project will be held on August 2, 2021. Responses to the solicitation are due by the dates specified, and the work will be overseen by the Department of the Army National Guard.

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Other files for this federal contract opportunity

Other files attached to Construct Combat Arms Facility, newest first.
File	Type	Posted
Questions and Answers DPEZ189031 CATM.pdf	PDF	Aug 12, 2021
Site Visit Sign In CATM.pdf	PDF	Aug 10, 2021
B.08 Solicitation 21R0004.pdf	PDF	Jul 22, 2021
Combat Arms Site Visit Entry Form.pdf	PDF	Jul 22, 2021
A.02 DPEZ 189031 SOW Replace CATM-EM.pdf	PDF	Jul 22, 2021
EXHIBIT A Performance Relevancy Questionnaire.doc	DOC document	Jul 22, 2021
EXHIBIT C Reference Questionnaire.docx	DOCX document	Jul 22, 2021
WYANG CATEMF 10221664 - B-3 Specifications - 2021-03-03- Complete Book.pdf	PDF	Jul 22, 2021
Exhibit D_Letter of Commitment.docx	DOCX document	Jul 22, 2021
AF 3064 Construction Progress Schedule.pdf	PDF	Jul 22, 2021
EXHIBIT B Subcontractor Information.doc	DOC document	Jul 22, 2021

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HDR Project No.

Date:

C o n t r a c t D r a w i n g s F o r

COMBAT ARMS TRAINING AND

EMERGENCY MANAGEMENT FACILITY

WYOMING AIR NATIONAL GUARD

PROJECT NO. DPEZ 189031

ISSUED FOR BID

VICINITY MAP

PROJECT LOCATION AND HAUL ROUTE MAP

10221664

1/22/2021

NONE

PROJECT MANAGER

HDR PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

SHEET

T. MATTSON

J. LENZ

S. HEANEY

J. ZAVADIL

J. LEWIS

A. NOWKA

K. JEYEONG

C H

J V

Y C

A T

M E

M D e s ig n

A T

M -E

M -S

A F

.r v t

-J a n -2

G001 10221664

TOM SVOBODA

10221664_CATM-EM-SAF.rte

SHEET INDEXWYOMING ANG

PROJECT NO. DPEZ 189031

COMBAT ARMS TRAINING

AND EMERGENCY

MANAGEMENT FACILITY

SHEET INDEX

SHEET # DESCRIPTION

13 - MECHANICAL (M)

M001 MECHANICAL LEGEND

M101 HVAC PLAN

M102 HVAC PIPING PLAN

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M602 MECHANICAL SCHEDULES

M603 MECHANICAL CONTROLS

M604 MECHANICAL CONTROLS

M605 MECHANICAL CONTROLS

M606 MECHANICAL CONTROLS

14 - PLUMBING (P)

P101 FOUNDATION PLUMBING PLAN

P102 PLUMBING PLAN

P103 PLUMBING ROOF PLAN

P401 ENLARGED PLUMBING PLAN

P501 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

P901 PLUMBING WASTE AND VENT RISER DIAGRAM

P902 PLUMBING DOMESTIC WATER RISER DIAGRAM

15 - FIRE PROTECTION (F)

F001 FIRE PROTECTION NOTES AND LEGENDS

F101 FIRE PROTECTION FLOOR PLAN

F102 FIRE ALARM FLOOR PLAN

F501 FIRE PROTECTION DETAILS

F502 FIRE PROTECTION DETAILS

F503 FIRE ALARM DETAILS

F504 FIRE ALARM ANTENNA DETAILS

F601 FIRE ALARM DIAGRAMS

F602 FIRE ALARM DIAGRAMS

16 - ELECTRICAL (E)

E001 ELECTRICAL LEGEND

E101 ELECTRICAL POWER PLAN

E102 ELECTRICAL LIGHTING PLAN

E103 LIGHTNING PROTECTION / GROUNDING PLAN

E501 ELECTRICAL ONE-LINE DIAGRAM AND DETAILS

E502 ELECTRICAL DETAILS

E601 ELECTRICAL SCHEDULES

E602 ELECTRICAL SCHEDULES

E603 ELECTRICAL SCHEDULES

17 - TELECOMMUNICATIONS (T)

E002 LOW VOLTAGE / ELECTRICAL LEGEND 2

EC101 TELECOMMUNICATIONS FLOOR PLAN

EC401 TELECOMMUNICATIONS ENLARGED PLAN

EC501 TELECOMMUNICATIONS DETAILS

EC502 TELECOMMUNICATIONS DETAILS

18 - SECURITY

EY101 SECURITY FLOOR PLAN

SHEET INDEX

SHEET # DESCRIPTION

00 - GENERAL (G)

G000 COVER SHEET

G001 SHEET INDEX

G002 ABBREVIATIONS

G003 GENERAL LEGEND

G004 GENERAL CIVIL LEGEND

G005 CODE ANALYSIS

G006 CODE COMPLIANCE SITE PLAN

G007 LIFE SAFETY PLAN

01 - DEMOLITION (X)

X101 EXISTING BUILDING 32 DEMOLITION PLAN

X102 EXISTING BUILDING 32 DEMOLITION ELEVATIONS

05 - CIVIL (C)

C101 EXISTING SITE SURVEY

C102 SITE DEMOLITION PLAN

C103 SITE UTILITY PLAN

C104 SITE LAYOUT PLAN

C105 SITE GRADING AND DRAINAGE PLAN

C106 SITE EROSION AND SEDIMENT CONTROL PLAN

C107 PAVEMENT JOINT PLAN

C108 PARKING AREA PLAN

C501 CIVIL DETAILS

C502 CIVIL DETAILS

C503 CIVIL DETAILS

08 - STRUCTURAL (S)

S001 STRUCTURAL GENERAL NOTES SHEET

S101 FOUNDATION PLAN

S102 ROOF FRAMING PLAN

S301 CONCRETE DETAILS

S302 CONCRETE DETAILS

S303 FOUNDATION DETAILS

S304 FOUNDATION DETAILS

S401 MASONRY DETAILS

S402 MASONRY DETAILS

S501 STEEL DETAILS

S502 ROOF FRAMING DETAILS

S503 ROOF FRAMING DETAILS

S504 ROOF FRAMING DETAILS

S601 DIAGRAMS

S602 STRUCTURAL TRUSS LOAD DIAGRAMS

09 - ARCHITECTURAL (A)

A101 FLOOR PLAN

A102 REFLECTED CEILING PLAN

A103 FURNITURE AND EQUIPMENT PLAN

A104 FURRED WALLS PLAN (ABI 3)

A105 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A302 WALL SECTIONS

A303 WALL SECTIONS AND DETAILS

A401 ENLARGED PLANS AND INTERIOR ELEVATIONS

A402 TOILET ACCESSORY SCHEDULE AND DETAILS

A501 DETAILS

A502 DETAILS

A503 DETAILS

A504 WINDOW AND WALL TYPES

A601 SCHEDULES, DOOR AND FRAME TYPES

A901 ISOMETRIC VIEWS

1/22/2021 ISSUED FOR BID

TOP OF BOLT, TOP OF BANK,

TOP OF BEAM, TOP OF BERM

TOP OF CURB, TOP OF CONCRETE

TOP OF DUCT

TOP OF FOOTING

TOP OF GRATING

TOLERANCE, TOP OF LEDGER

TOP OF MASONRY

TOP OF PLATE

TOPOGRAPHY

TOP OF SLAB, TOP OF STEEL,

TOE OF SLOPE

TOP OF WALL

TOILET PARTITION, TELEPHONE POLE,

TOE PLATE, TRAP PRIMER

TOILET PAPER DISPENSER

TOPPING, THROUGH PLATE GIRDER

TRANSOM

TRANSITION

TRENCH DRAIN

TYPICAL

URINAL

UNDERGROUND

ULTIMATE

UNFINISHED

UNLESS NOTED OTHERWISE

UTILITY

VENT, VELOCITY, VOLT

VOLT AMPERE

VACUUM

VARNISH, VARIABLE,

VOLT AMPERES REACTIVE

VAPOR BARRIER, VINYL BASE,

VALVE BOX

VERTICAL CURVE

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE,

VERTICAL CENTERLINE

VELOCITY

VENTILATION

VERTICAL

VERTICAL REINFORCING

VERTICAL GRAIN

VERIFY IN FIELD

VINYL

VOLUME

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF TANGENCY

VERSUS, VAPOR SEAL

VENT THROUGH ROOF

VINYL WALL COVERING

WITH

WITHOUT

WATT, WEST, WIDE, WINDOW, WIRE,

WIDE FLANGE BEAM

WOOD BASE

WATER CLOSET, WATER COLUMN

WOOD, WIDTH

WIDE FLANGE, WASH FOUNTAIN

WIRE GLASS, WATER GAGE

WALL HYDRANT, WEEP HOLE

WROUGHT IRON

WATER LEVEL

WELDED

WIRE MESH

WEATHERPROOF

WATERSTOP, WATER SURFACE

WAINSCOT

WEIGHT, WATER TIGHT

WATERPROOF, WORKING POINT

WELDED WIRE FABRIC

EXPLOSION-PROOF

EXTRA STRONG

CROSS SECTION

DOUBLE EXTRA STRONG

YARD HYDRANT

YIELD STRENGTH

TOB

TOC

TOD

TOF

TOG

TOL

TOM

TOP

TOPO

TOS

TOW

TPD

TPG

TRANS

TRD

TYP

ULT

UNFN

UNO

UTIL

VAC

VAR

VCP

VCT

VEL

VENT

VERT

VERTS

VIF

VIN

VOL

VPC

VPI

VPT

VTR

VWC

W/O

WLD

WSCT

WTHP

WWF

XSECT

XXS

REMOVE AND REPLACE

REMOVE AND SALVAGE

RADIUS, REGISTER, RISER

RETURN AIR

RESILIENT BASE, ROCK BERM

RECEPTACLE

ROOF DRAIN

RECESS

RECEIVED

RECTANGULAR

REDUCER

REFERENCE

REINFORCING

REMOVE

REQUIRED

RESILIENT

RETAINING, RETURN

REVISION, REVERSE

RESILIENT FLOORING

ROOFING

REFLECTED, REFLECTOR

ROUGH

RIGID GALVANIZED STEEL

RELIEF HOOD, RIGHT HAND,

RELATIVE HUMIDITY

REQUIRED LAP

RELIEF AIR

ROUND

RUNNING

ROUGH OPENING

RIGHT-OF-WAY

REVOLUTIONS PER MINUTE

RAILROAD

ROCK SLOPE PROTECTION

RIGHT

RESILIENT VINYL TILE

READY

SOUTH, SINK

SUPPLY AIR

SOUND-ABSORBING MASONRY UNIT

SANITARY

SPLASH BLOCK

SOLID CORE

SCHEDULE

SCHEMATIC

SCREEN

STEEL/ALUMINUM EDGE

SECONDARY, SECONDS

SECTION

SEPARATE

SQUARE FOOT, SILT FENCE

SHEET GLASS, SEALANT GROOVE

SHOWER

SHEET

SHEATHING

SILENCE

SIMILAR

SLAB JOINT

SLOPE, STEEL LINTEL

SLOTTED

SLEEVE

SEAMLESS

SLAB ON GRADE

SOUNDPROOF, STANDPIPE

SPACING

SPECIFICATION

SUPPLY

SINGLE POLE SINGLE THROW

SET POINT

SQUARE

SHORT RADIUS

SERVICE SINK

STAINLESS STEEL

STREET

STATION

STANDARD

STIFFENER

STIRRUP

STEEL

STORAGE

STRUCTURAL, STRAIGHT

SUBSTITUTE

SUCTION

SUSPENDED

SQUARE YARD

SYMBOL

SYMMETRICAL

SYNTHETIC

SYSTEM

TOP AND BOTTOM

TONGUE AND GROOVE

TILE, TREAD

TOILET ACCESSORY, TEMPERED AIR

TANGENT

TEMPORARY BENCHMARK

TEMPORARY CONSTRUCTION EASEMENT

TROWELED EPOXY FLOORING

TEMPORARY, TEMPERATURE

THREAD

THICK

THRESHOLD

TACK BOARD

R&R

R&S

RCPT

REC

RECD

RECT

RED

REF

REINF

REM

REQD

RESIL

RET

REV

RFG

RFL

RGH

RGS

RLFA

RND

RNG

ROW

RPM

RSP

RVT

SAMU

SAN

SCH

SCHEM

SCN

SEC

SECT

SEP

SHT

SHTG

SIL

SIM

SLTD

SLV

SMLS

SOG

SPA

SPEC

SPLY

SPST

SPT

SST

STA

STD

STIF

STIR

STL

STOR

STR

SUB

SUC

SUSP

SYM

SYMM

SYN

SYS

T&B

T&G

TAN

TBM

TCE

TEF

TEMP

THD

THK

THRESH

TKBD

NORTH, NEUTRAL

NOT APPLICABLE

NATURAL, NATIONAL

NORMALLY CLOSED

NEGATIVE

NEAR FACE, NON-FUSED

NOT IN CONTRACT

NORMALLY OPEN, NUMBER

NOMINAL

NOMINAL PIPE SIZE

NATIONAL PIPE THREAD

NEAR SIDE

NOT TO SCALE

NORMAL WATER LEVEL

OUT TO OUT

OUTSIDE AIR, OVERALL

ON CENTER

OVER CURRENT PROTECTION DEVICE

OUTSIDE DIAMETER

OPEN END DUCT

OUTSIDE FACE, OFFICE FURNISHING

OWNER FURNISHED CONTRACTOR

INSTALLED

OWNER FURNISHED OWNER INSTALLED

ORIGINAL GROUND

OVERHEAD

OPENING

OPPOSITE

OPTIONAL

OUTSIDE RADIUS

OVERFLOW ROOF DRAIN

ORIGINAL

OVERFLOW

OVERHANG

OUNCE

PAINT

PUBLIC ADDRESS

PARALLEL, PARAPET

PANIC BAR, PULL BOX

PARTICLE BOARD

POINT OF CURVE, PIECE, PRECAST

POINT OF COMPOUND CURVATURE

POUNDS PER CUBIC FOOT

PERCENT

PLAIN END

PEDESTAL

PENETRATION

PERFORATED

PERMANENT

PERPENDICULAR

POWER FACTOR

PREFACED MASONRY UNIT

PHASE

POINT OF INTERSECTION

PACKAGE

PLATE, PROPERTY LINE,

PRECAST LINTEL

PLASTER

PLATFORM

PLUMBING

POUNDS PER LINEAR FOOT

PNEUMATIC

POLISH

POSITIVE, POSITION

POLYPROPYLENE, POWER POLE

POINT OF REVERSE CURVATURE

PREFINISHED

PREFABRICATED

PRELIMINARY

PREPARE

PRESSURE

PRIMARY

PROPERTY, PROPOSED

PROTECTION

PIPE SUPPORT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAGE

PRESTRESSED

POINT, POINT OF TANGENCY

PARTITION

POLYVINYL CHLORIDE, POINT OF

VERTICAL CURVE

PAVEMENT

PLYWOOD

PLYWOOD WEB JOIST

PIEZOMETER

RATE OF FLOW

QUARRY TILE

QUARTER

QUANTITY

QUALITY

NAT

NEG

NIC

NOM

NPS

NPT

NTS

NWL

O TO O

OCPD

OED

OFCI

OFOI

OPNG

OPP

OPT

ORD

ORIG

OVFL

OVHG

PAR

PBD

PCC

PCF

PCT

PED

PEN

PERF

PERM

PERP

PFMU

PKG

PLAS

PLAT

PLBG

PLF

PNEU

POL

POS

PRC

PREF

PREFAB

PRELIM

PREP

PRES

PRI

PROP

PROT

PSF

PSI

PSIA

PSIG

PST

PTN

PVC

PVMT

PWD

PWJ

QTR

QTY

QUAL

IMP

INC

INF

INSTR

INSUL

INT

INTR

INV

IPS

IPT

IRR

ISO

JCT

JST

KCMIL

KSI

LAD

LAM

LATL

LCTB

LDG

LDR

LIN

LIQ

LLH

LLV

LMLU

LNG

LOC

LPS

LTD

LTG

LTL

LTNG

LVL

LVR

LWC

LWL

MACH

MAINT

MAN

MATL

MAX

MBR

MCB

MCJ

MDMJ

MECH

MED

MFR

MIN

MIR

MISC

MLO

MMB

MOD

MON

MPT

MRGWB

MSL

MULL

INSIDE DIAMETER, INTERIOR DIMENSION

INVERT ELEVATION, FOR EXAMPLE

INSIDE FACE

INTAKE HOOD

IMPACT

INCH

INCLUDE, INCANDESCENT

INFLUENT

INSTRUMENTATION

INSULATION

INTERIOR, INTERSECTION

INTERMEDIATE, INTERIOR

INVERT

IRON PIPE SIZE

INTERNAL PIPE THREAD

INSIDE RADIUS, IRON ROD

IRRIGATION

ISOMETRIC

JUNCTION BOX

JUNCTION

JOINT FILLER

JOIST

JOINT

KIP

KNEE BRACE

THOUSAND CIRCULAR MILS

KNOCK DOWN

KNOCK OUT

KIPS PER SQUARE INCH

KILOWATT

ANGLE, LENGTH, LAVATORY, LINTEL

LADDER

LAMINATE

LATERAL

LAG BOLT, POUND

LIQUID CHALK AND TACK BOARD

LANDING

LEADER

LIFTING EYE

LINEAR FOOT

LONG

LEFT HAND

LINEAR

LIQUID

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIQUID MARKER LECTURE UNIT

LONGITUDINAL

LOCATION

LOW POINT

LOW-PRESSURE SODIUM

LONG RADIUS

LEFT

LIMITED

LIGHTING

LINTEL

LIGHTNING

LOW VOLTAGE

LAMINATED VENEER LUMBER

LOUVER

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

LOW WATER LEVEL

MIXED AIR

MACHINED

MAINTENANCE

MANUAL

MATERIAL

MAXIMUM

MACHINE BOLT

MEMBER

MECHANICAL CONTRACTOR,

MECHANICAL COUPLING,

MOMENT CONNECTION

METAL CORNER BEAD

MASONRY CONTROL JOINT

MODIFIED DOUBLE MECHANICAL JOINT

MECHANICAL

MEDIUM

MANUFACTURER

MANHOLE, METAL HALIDE

MINIMUM

MIRROR

MISCELLANEOUS

MECHANICAL JOINT

MASONRY LINTEL

MAIN LUGS ONLY

MEMBRANE

MASONRY OPENING

MODULAR, MODIFY

MONUMENT

MALE PIPE THREAD

MOISTURE-RESISTANT

GYPSUM WALLBOARD

MOP SINK

MEAN SEA LEVEL

MOUNT

MASONRY UNIT

MULLION

MEDIUM VOLTAGE

MONITORING WELL

F TO F

F&B

FAB

FBD

FBG

FBM

FBO

FCA

FDC

FDR

FDTN

FEC

FES

FEXT

FIG

FIN

FJT

FLEX

FLG

FLOR

FLR

FLS

FOB

FOC

FOF

FOM

FOS

FOT

FPT

FRP

FRTM

FTG

FUR

FURN

FUT

FWD

FWE

FXTR

GAL

GALV

GEN

GFCI

GFMU

GLB

GND

GRTG

GSB

GVL

GWB

GYP

HBD

HDR

HDW

HEX

HGR

HID

HORIZ

HPC

HPS

HPT

HSS

HTG

HVAC

HWD

HWL

HYD

FACE TO FACE

FACE AND BYPASS

FABRICATE

FLOOR BEAM

FIBERBOARD

FIBERGLASS

BOARD FOOT MEASURE

FURNISHED BY OWNER

FLUSHING CONNECTION

FLANGED COUPLING ADAPTER

FLOOR DRAIN

FLEXIBLE DUCT CONNECTION

FEEDER

FOUNDATION

FLANGED END

FIRE EXTINGUISHER CABINET

FLARED END SECTION

FIRE EXTINGUISHER

FAR FACE, FACTORY FINISH, FLAT FACE

FINISHED GRADE

FIRE HYDRANT

FIGURE

FINISH

FLUSH JOINT

FLOW, FLOW LINE

FLEXIBLE

FLANGE

FLUORESCENT

FLOOR

FLASHING, FLUSH

FENCE

FINISHED OPENING

FLAT ON BOTTOM

FACE OF CONCRETE, FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FACE OF STUDS

FLAT ON TOP

FEMALE PIPE THREAD

FRAME

FIBERGLASS REINFORCED PLASTIC

FIRE RETARDANT TREATED MATERIAL

FLOOR SINK, FAR SIDE

FEET, FOOT

FOOTING, FITTING

FURRED, FURRING

FURNITURE, FURNISH

FUTURE

FACE VELOCITY

FIELD WELD, FIRE WALL

FORWARD

FURNISHED WITH EQUIPMENT

FIXTURE

GRILLE, GROUND

GAGE (METAL THICKNESS)

GALLON

GALVANIZED

GRAB BAR, GRADE BREAK

GROOVED COUPLING

GUARD

GENERAL

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FACE MASONRY UNIT

GUTTER GRADE

GROOVED JOINT

GLASS

GLASS BLOCK, GLULAM BEAM

GROUND

GUY POLE

GRADE

GRATING

GYPSUM SHEATHING BOARD

GREASE TRAP

GRAVEL

GUY WIRE

GYPSUM WALLBOARD

GYPSUM HARDBOARD

HIGH

HOSE BIBB

HARDBOARD

HANDICAPPED, HOLLOW CORE, HORIZONTAL

CURVE, HORIZONTAL CENTERLINE

HEAD, HOT DIP

HEADER

HARDWARE

HEXAGONAL

HANGER

HANDHOLE

HIGH-INTENSITY DISCHARGE

HOLLOW METAL

HORIZONTAL

HIGH POINT, HORSEPOWER

HORIZONTAL POINT OF CURVATURE

HIGH-PRESSURE SODIUM

HORIZONTAL POINT OF TANGENCY

HOSE REEL, HOUR

HEADED STUD, HIGH STRENGTH

HOLLOW STRUCTURAL SHAPE

HEIGHT

HEATING

HIGH VOLTAGE

HEATING, VENTILATING AND

AIR CONDITIONING

HARDWOOD

HIGH WATER LEVEL

HYDRAULIC

HERTZ, CYCLES PER SECOND

CLKG

CLR

CMH

CMP

CMU

COL

COM

COMB

COMM

COMP

CON

CONC

CONN

CONST

CONT

COOR

CORR

CPLG

CRL

CSC

CSK

CSS

CTJ

CTR

CTRL

CVT

DBA

DBL

DEG

DEG C

DEG F

DEMO

DEP

DEPT

DET

DIA

DIAG

DIFF

DIM

DISCH

DIST

DIV

DMJ

DMPF

DPDT

DPST

DUP

DWG

DWL

DWR

ECC

EDB

EFF

EHH

EIFS

ELEC

EMBD

EMER

EMH

ENCL

ENGR

ENTR

EOP

EQUIP

EQUIV

ESEW

EST

EWC

EWEF

EWTB

EXC

EXH

EXP

EXST

EXT

CAULKING

CLEAR

COMMUNICATION MANHOLE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEANOUT, CONCRETE OPENING

COLUMN

COMMON

COMBINATION

COMMUNICATION

COMPOSITION, COMPRESSIBLE,

COMPOSITE

CONCENTRIC

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COORDINATE

CORROSIVE, CORRUGATED

CHECKER PLATE, CONTROL POINT

COUPLING

CORROSION-RESISTANT LINING

COMPRESSION SLEEVE COUPLING

COUNTERSINK

CLINIC SERVICE SINK

CERAMIC TILE

CONTRACTION JOINT

CENTER

CONTROL

CULVERT

COPPER, CUBIC

CLOCKWISE

CUBIC YARD

PENNY (NAIL MEASURE)

DEEP, DIFFUSER, DRAIN

DUCT BANK, DECIBEL, DRY BULB

DEFORMED BAR ANCHOR

DOUBLE

DIRECT CURRENT

DEGREE

DEGREE CENTIGRADE

DEGREE FAHRENHEIT

DEMOLITION

DEPRESSED

DEPARTMENT

DETAIL

DROP INLET, DUCTILE IRON, DIGITAL INPUT

DIAMETER

DIAGONAL, DIAGRAM

DIFFERENTIAL, DIFFERENCE

DIMENSION

DISCHARGE

DISTANCE, DISTRIBUTION

DIVISION

DEAD LOAD

DOUBLE MECHANICAL JOINT

DAMP PROOFING

DOWN

DISSOLVED OXYGEN, DIGITAL OUTPUT, DITTO

DEPTH

DOUBLE POLE, DOUBLE THROW

DOUBLE POLE, SINGLE THROW

DOWN SPOUT

DOUBLE TEE, DRIP TRAP ASSEMBLY

DUPLICATE

DRAWING

DOWEL

DRAWER

EAST

EACH, EXHAUST AIR

ELECTRICAL CONTRACTOR

ECCENTRIC

EQUIPMENT DRAIN

ELECTRICAL DUCT BANK

EACH END

EACH FACE

EFFLUENT, EFFICIENCY

ELECTRICAL HANDHOLE

EXTERIOR INSULATION &

FINISH SYSTEM

EXPANSION JOINT

ELBOW, ELEVATION

ELECTRICAL

EMBEDDED

EMERGENCY

ELECTRICAL MANHOLE

ENCLOSURE

ENGINEER

ENTRANCE

EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EQUIVALENT

EACH SIDE, EQUAL SPACE,

EMERGENCY SHOWER

EMERGENCY SHOWER AND EYE WASH

ESTIMATE

EACH WAY, EMERGENCY

EYE/FACE WASH

ELECTRIC WATER COOLER

EACH WAY, EACH FACE

EACH WAY, TOP AND BOTTOM

EXCAVATION

EXHAUST

EXPANSION, EXPOSED

EXISTING

EXTERIOR, EXTERNAL, EXTENSION

A/C

A/E

ABAN

ABC

ABT

ACK

ACP

ACST

ADDL

ADH

ADJ

AFF

AFG

AGGR

AIC

ALIG

ALT

ALUM

AMB

ANC

APRX

APVD

ARCH

ASSY

ATC

ATM

AUTO

AUX

AVE

AVG

AWG

AWT

B TO B

BAL

BBD

BITUM

BKG

BLDG

BLK

BLKG

BOC

BOD

BOG

BOL

BOP

BOR

BOT

BOU

BRG

BRGP

BRKT

BTU

BTW

BTWLD

BUR

BYP

CTOC

C&G

CAB

CAP

CAT

CAV

CCB

CCW

CDF

CER

CFL

CHBD

CHD

CHFR

CHH

CIP

CIPB

CIRC

CKT

CLG

AIR CONDITIONING

ARCHITECT/ENGINEER

AMPERE

ANCHOR BOLT

ABANDON

AGGREGATE BASE COURSE

ABOUT

ALTERNATING CURRENT

ACKNOWLEDGE

ACOUSTIC CEILING PANEL,

ASPHALTIC CONCRETE PAVEMENT

ACOUSTIC

ADDENDUM, AREA DRAIN

ADDITIONAL

ADHESIVE

ADJUSTABLE, ADJACENT

AMP FRAME, AMP FUSE

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AGGREGATE

AREA INLET, ANALOG INPUT

AMPS INTERRUPTING CAPACITY

ALIGNMENT

ALTERNATE, ALTITUDE

ALUMINUM

ACOUSTICAL MATERIAL

AMBIENT

ANCHOR

ANALOG OUTPUT

ACCESS PANEL

APPROXIMATE

APPROVED

ARCHITECTURAL

ASSEMBLY

ACOUSTICAL TILE, AMP TRIP

ACOUSTICAL TILE CEILING

ATMOSPHERE

AUTOMATIC

AUXILIARY

AVENUE

AVERAGE

AMERICAN WIRE GAGE

ACOUSTICAL WALL TILE

BACK TO BACK

BALANCE

BULLETIN BOARD

BASE CABINET, BOTTOM CHORD,

BOLT CENTER, BOLT CIRCLE

BOARD

BOTH ENDS, BELL END

BOTH FACES, BOTTOM FACE,

BLIND FLANGE, BOARD FEET

BITUMINOUS

BACKING

BASE LINE

BUILDING

BLOCK

BLOCKING

BENCHMARK, BEAM

BACK OF CURB

BOTTOM OF DUCT

BOTTOM OF GRILLE

BOTTOM OF LOUVER, BOLLARD

BOTTOM OF PIPE

BOTTOM OF REGISTER

BOTTOM

BOTTOM OF UNIT

BASE PLATE

BEARING

BEARING PLATE

BRACKET

BOTH SIDES

BRITISH THERMAL UNIT

BETWEEN

BUTT WELD

BELL UP, BUILT-UP

BUILT-UP ROOFING

BOTH WAYS

BYPASS

CENTER TO CENTER

CURB AND GUTTER

CHANNEL SHAPE, CENTIGRADE, CONDUIT

CABINET

CAPACITY

CATALOG, CATEGORY

CAVITY

CATCH BASIN

CONCRETE BLOCK

COUNTER CLOCKWISE

CONTROLLED-DENSITY FILL

CONCRETE EDGE

CERAMIC

CUBIC FEET (FOOT)

COUNTER FLASHING

CHALKBOARD

CHORD

CHAMFER

COMMUNICATION HANDHOLE

CURB INLET

CAST-IN-PLACE

CONCRETE INTERLOCKING PAVER

BALLAST

CIRCULATION, CIRCULAR

CONSTRUCTION JOINT

CIRCUIT

CENTERLINE, CLASS, CLOSE

CEILING

GENERAL NOTES:

THESE ABBREVIATIONS APPLY TO THE ENTIRE SET

OF CONTRACT DRAWINGS.

LISTING OF ABBREVIATIONS DOES NOT IMPLY

THAT ALL ABBREVIATIONS ARE USED IN THE

CONTRACT DRAWINGS.

ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE

VARIATIONS OF A WORD. FOR EXAMPLE, "MOD" MAY

MEAN MODIFY OR MODIFICATION, "INC" MAY MEAN

INCLUDED OR INCLUDING, AND "REINF" MAY MEAN

REINFORCE OR REINFORCING.

SEE INSTRUMENTATION AND GENERAL LEGEND

SHEETS FOR PROJECT-SPECIFIC EQUIPMENT AND

PIPING SYSTEM ABBREVIATIONS.

PVC-RGS PVC COATED RGS

NONE

PROJECT MANAGER

HDR PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

SHEET

T. MATTSON

J. LENZ

S. HEANEY

J. ZAVADIL

J. LEWIS

A. NOWKA

K. JEYEONG

C H

J V

Y C

A T

M E

M D e s ig n

A T

M -E

M -S

A F

.r v t

-J a n -2

G002 10221664

TOM SVOBODA

10221664_CATM-EM-SAF.rte

ABBREVIATIONSWYOMING ANG

PROJECT NO. DPEZ 189031

COMBAT ARMS TRAINING

AND EMERGENCY

MANAGEMENT FACILITY

XXX

ROOM

NAME

XX-XX

EQUIPMENT IDENTIFICATION

ALTERNATIVE 2

ALTERNATIVE 1

PIPING

GENERAL NOTES:

SHEET TYPE DESIGNATOR

DISCIPLINE DESIGNATOR & DISCIPLINE ORDER

AREA DESIGNATION

EXAMPLE

ARCHITECTURAL

KEY NOTE DESIGNATION

PLAN TITLE

SECTION CUT MARKER

DETAIL MARKER

MULTIPLE ELEVATION OR PHOTO MARKER

DETAIL MARKER

SECTION TITLE

ELEVATION TITLE

DETAIL TITLE

FULL BUILDING SECTION CUT MARKER

1/4" = 1'-0"

XXX 3/8" = 1'-0"

XXX

XXXXXX

XXX 1/4" = 1'-0"

XXX

XXX 3" = 1'-0"

EQUIPMENT NUMBER

PUMP 23

INDICATES PUMP

EXAMPLEFIGURE

PUMP 23

BUILDING 20

INDICATES PUMP

EXAMPLEFIGURE

36"LINE SIZE

PLANT EFFLUENTSERVICE

EXAMPLE36"-PLEFIGURE

NPWP2023

NPWP-23

GRAVITY THICKENER ARCHITECTURAL SECTION, DRAWING 01

GENERAL (SYMBOLS, LEGENDS)

PLANS

ELEVATIONS

SECTIONS

LARGE SCALE VIEWS

DETAILS

SCHEDULES AND DIAGRAMS

PROFILES

3D REPRESENTATIONS

GENERAL

SURVEYING/MAPPING

DEMOLITION

CIVIL

MULTI-DISCIPLINE

STRUCTURAL

ARCHITECTURAL

PROCESS

MECHANICAL (HVAC)

PLUMBING

ELECTRICAL

INSTRUMENTATION

TO BE EDITED ON AN A PROJECT BASIS. TO BE DETERMINED BY

THE PROJECT MANAGER, THEN ADDED TO THE GENERAL

LEGEND.

EXAMPLE:

01 BUILDING OR AREA NAME

02 BUILDING OR AREA NAME

03 BUILDING OR AREA NAME

G V X C U S A D M P E Y

SERVICE

ABBREVIATION

EQUIPMENT

ABBREVIATION

BUILDING

STRUCTURE

NUMBER

EQUIPMENT NUMBER

INDICATES

NON-POTABLE WATER

INDICATES

NON-POTABLE WATER

SERVICE

ABBREVIATION

EQUIPMENT

ABBREVIATION

KEY NOTE NUMBER

LOUVER

WINDOW TYPE

WALL TYPE

COLUMN GRID LINE

ROOM NUMBER

DOOR NUMBER

ACCESSORY, FURNITURE,

AND MISCELLANEOUS

EQUIPMENT IDENTIFIER

ARROW INDICATES

DIRECTION OF PLAN

NORTH

4-HOUR FIRE RATED WALL

3-HOUR FIRE RATED WALL

2-HOUR FIRE RATED WALL

1-HOUR FIRE RATED WALL

COLUMN GRID LINE/CENTERLINE

FOR REFERENCING DETAILS BOUND IN

SPECIFICATIONS OR SEPARATE VOLUME.

SHEET WHERE SECTION

IS LOCATED

SHEET WHERE SECTION

VIEW IS FIRST CUT *

SHEET WHERE DETAIL

IS LOCATED *

ELEVATION

IDENTIFICATION NUMBER

SHEET WHERE POINT OF VIEW

MARKER CAN BE FOUND *

* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-).

1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS

THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS.

2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON THE

SAME SHEET THEY ARE CUT OR CALLED OUT ON.

ARROW INDICATES POINT OF

VIEW ELEVATION

INDICATES SHEET WHERE

ELEVATION IS LOCATED

FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.

SECTION LETTER

FLAG INDICATES DIRECTION

OF SECTION CUT

SECTION LETTER

DETAIL NUMBER

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

ELEVATION NUMBER

SHEET WHERE

SECTION IS LOCATED

SECTION LETTER

TARGET ELEVATION

ARROW INDICATES

DIRECTION OF SECTION

CUT

IDENTIFICATION SYMBOLOGY SHEET NAMING CONVENTION

GENERAL LINE SYMBOLOGY

GENERAL SYMBOLOGY

PLAN

SECTION

DETAIL

ELEVATIONX

XXX

MATERIALS IN PLAN/SECTION

RIPRAP (PLAN AND/OR SECTION)

WEEP JOINT MORTAR

PROTECTION SYSTEM (SECTION)

SOD (SECTION)

FILTER POINT MAT (PLAN)

GRATING (PLAN)

PARTICLE BOARD (SECTION)

ORIENTED STRAND BOARD (SECTION)

GLULAM LUMBER (SECTION)

FINISHED WOOD (SECTION)

BRICK MASONRY (PLAN AND/OR SECTION)

ACOUSTICAL CEILING TILE (SECTION)

PLYWOOD (SMALL-SCALE SECTION)

GROUT (SECTION)

ASPHALT (LARGE-SCALE SECTION)

DEMOLITION (PLAN AND/OR SECTION)

CONCRETE (PLAN AND/OR SECTION)

GRANULAR FILL (SECTION)

EARTH (SECTION)

GRATING (SECTION)

CHECKERED PLATE (PLAN)

BATT INSULATION (SECTION)

WOOD - CONTINUOUS (SECTION)

METAL (SECTION)

RIGID INSULATION (SECTION)

WOOD - BLOCKING (SECTION)

PLYWOOD (LARGE-SCALE SECTION)

GYPSUM BOARD (SECTION)

SAND (SECTION)

CONCRETE MASONRY (PLAN

AND/OR SECTION)

PRECAST CONCRETE (PLAN

AND/OR SECTION)

ASPHALT (PLAN OR SMALL-SCALE SECTION)

XXX BUILDING OR AREA 02

SHEET TYPE DESIGNATOR

SHEET NUMBER

DISCIPLINE DESIGNATOR

BUILDING OR AREA DESIGNATION

EXAMPLE

0 2

0 1

0 2 A 3 0 1

ARCHITECTURA

SECTIONS

SHEET 01

SINGLE ELEVATION OR PHOTO MARKER

XXX

ARROW INDICATES

POINT OF VIEW

SHEET WHERE ELEVATION

IS LOCATED *

INTERIOR EXTERIOR

ELEVATION NUMBER

NORTH ARROW

THIS IS A STANDARD SHEET SHOWING

COMMON SYMBOLOGY. ALL SYMBOLS ARE

NOT NECESSARILY USED ON THIS PROJECT.

SCREENING OR SHADING OF WORK IS USED

TO INDICATE EXISTING COMPONENTS OR TO

DE-EMPHASIZE PROPOSED IMPROVEMENTS TO

HIGHLIGHT SELECTED TRADE WORK. REFER

TO CONTEXT OF EACH SHEET FOR USAGE.

NONE

PROJECT MANAGER

HDR PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

SHEET

T. MATTSON

J. LENZ

S. HEANEY

J. ZAVADIL

J. LEWIS

A. NOWKA

K. JEYEONG

C H

J V

Y C

A T

M E

M D e s ig n

A T

M -E

M -S

A F

.r v t

-J a n -2

G003 10221664

TOM SVOBODA

10221664_CATM-EM-SAF.rte

GENERAL LEGENDWYOMING ANG

PROJECT NO. DPEZ 189031

COMBAT ARMS TRAINING

AND EMERGENCY

MANAGEMENT FACILITY

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

WYOMING ANG

PROJECT NO. DPEZ 189031

COMBAT ARMS TRAINING

TOM SVOBODA

10221664

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

AND EMERGENCY

MANAGEMENT FACILITY

T. MATTSON

J. LENZ

S. HEANEY

J. ZAVADIL

J. LEWIS

A. NOWKA

K. JEYEONG

GENERAL CIVIL LEGEND

G004

NTS G004

AutoCAD SHX Text

12"ST

AutoCAD SHX Text 12"W

AutoCAD SHX Text

POLYETHYLENE PIPE

AutoCAD SHX Text

EXISTING STORM SEWER & SIZE

AutoCAD SHX Text

EXISTING WATER MAIN & SIZE

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

CURED IN PLACE PIPE

AutoCAD SHX Text

CIPP

AutoCAD SHX Text

CAST IRON PIPE

AutoCAD SHX Text

CIP

AutoCAD SHX Text

RCP

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

DIP

AutoCAD SHX Text

SOLID WALL POLYVINYL CHLORIDE PIPE

AutoCAD SHX Text

PVC

AutoCAD SHX Text

VITRIFIED CLAY PIPE

AutoCAD SHX Text

%%UABBREVIATIONS

AutoCAD SHX Text

VCP

AutoCAD SHX Text

PROPOSED WYE

AutoCAD SHX Text Y

AutoCAD SHX Text

PROPOSED M.J. PLUG

AutoCAD SHX Text

PROPOSED S.J. PLUG

AutoCAD SHX Text

PROPOSED 11 1/4%%D BEND

AutoCAD SHX Text

PROPOSED 22 1/2%%D BEND

AutoCAD SHX Text

MJP

AutoCAD SHX Text

SJP

AutoCAD SHX Text

EXISTING TEE

AutoCAD SHX Text T

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING DROP INLET

AutoCAD SHX Text

EXISTING APPROACH

AutoCAD SHX Text

EXISTING STORM MANHOLE/ JUNCTION BOX

AutoCAD SHX Text

PROPOSED 45%%D BEND

AutoCAD SHX Text

PROPOSED 90%%D BEND

AutoCAD SHX Text

PROPOSED FIRE HYDRANT

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

PROPOSED SLEEVE

AutoCAD SHX Text

PROPOSED REDUCER OR INCREASER

AutoCAD SHX Text

PROPOSED CROSS

AutoCAD SHX Text

PROPOSED TEE

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text X

AutoCAD SHX Text

EXISTING SPRINKLER HEAD

AutoCAD SHX Text

EXISTING WATER MANHOLE

AutoCAD SHX Text

EXISTING CROSS

AutoCAD SHX Text

EXISTING SLEEVE

AutoCAD SHX Text

EXISTING REDUCER

AutoCAD SHX Text

PROPOSED VALVE & BOX

AutoCAD SHX Text V

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

EXISTING VALVE & BOX

AutoCAD SHX Text

EXISTING FIRE HYDRANT

AutoCAD SHX Text

EXISTING HEDGE, BRUSH, SHRUBS, WOODS

AutoCAD SHX Text

EXISTING CONIFEROUS TREE & SIZE

AutoCAD SHX Text

EXISTING DECIDUOUS TREE & SIZE

AutoCAD SHX Text

EXISTING GAS METER

AutoCAD SHX Text

EXISTING SIGN

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

EXISTING SANITARY MANHOLE

AutoCAD SHX Text S

AutoCAD SHX Text

EXISTING TELEPHONE MANHOLE/ JUNCTION BOX

AutoCAD SHX Text T

AutoCAD SHX Text

EXISTING TELEPHONE PEDESTAL

AutoCAD SHX Text

EXISTING TRAFFIC MANHOLE/ JUNCTION BOX

AutoCAD SHX Text

HIGH DENSITY POLYETHYLENE PIPE

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

EXISTING ELECTRIC MANHOLE/ JUNCTION BOX

AutoCAD SHX Text P

AutoCAD SHX Text

FIBERGLASS REINFORCED

AutoCAD SHX Text

FRPM

AutoCAD SHX Text 12"S

AutoCAD SHX Text

EXISTING SANITARY SEWER & SIZE

AutoCAD SHX Text

12"FM

AutoCAD SHX Text

EXISTING FORCE MAIN & SIZE

AutoCAD SHX Text G

AutoCAD SHX Text

EXISTING GAS LINE

AutoCAD SHX Text

EXISTING UNDERGROUND TELEPHONE

AutoCAD SHX Text

EXISTING FIBER OPTIC

AutoCAD SHX Text

EXISTING CABLE TELEVISION

AutoCAD SHX Text

EXISTING UNDERGROUND ELECTRIC

AutoCAD SHX Text T

AutoCAD SHX Text

CTV

AutoCAD SHX Text

EXISTING OVERHEAD ELECTRIC

AutoCAD SHX Text

EXISTING TRAFFIC

AutoCAD SHX Text

OHE

AutoCAD SHX Text

EXISTING DRAIN TILE LINE AND SIZE

AutoCAD SHX Text

EXISTING WOVEN WIRE FENCE

AutoCAD SHX Text

EXISTING ELECTRIC FENCE

AutoCAD SHX Text

4"DT

AutoCAD SHX Text

EXISTING BARBED WIRE FENCE

AutoCAD SHX Text

EXISTING DRINKING FOUNTAIN

AutoCAD SHX Text

EXISTING WATER SHUTOFF

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

EXISTING ELECTRIC PEDESTAL/ TRANSFORMER

AutoCAD SHX Text

EXISTING CENTERLINE

AutoCAD SHX Text

EXISTING PROPERTY LINE

AutoCAD SHX Text

EXISTING EASEMENT

AutoCAD SHX Text

EXISTING PROPERTY CORNER MONUMENT

AutoCAD SHX Text B

AutoCAD SHX Text

EXISTING HORIZONTAL CONTROL

AutoCAD SHX Text

EXISTING VERTICAL CONTROL

AutoCAD SHX Text

EXISTING TREE STUMP

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

PROPOSED SANITARY MANHOLE

AutoCAD SHX Text

EXISTING TRAFFIC SIGNAL LIGHT

AutoCAD SHX Text

EXISTING POWER POLE

AutoCAD SHX Text

EXISTING MAILBOX

AutoCAD SHX Text

EXISTING GUY WIRE ANCHOR

AutoCAD SHX Text

SUE-1

AutoCAD SHX Text

SB-1

AutoCAD SHX Text

BOTTOM SOIL BORING ELEVATION

AutoCAD SHX Text

REFUSAL SOIL BORING ELEVATION

AutoCAD SHX Text

WATER LINE SOIL BORING ELEVATION

AutoCAD SHX Text

SOIL BORING, EXISTING GROUND ELEVATION, AND NUMBER

AutoCAD SHX Text

SUB-UTILITY EXPLORATION AND UTILITY ELEVATION

AutoCAD SHX Text

DIRECTION OF FLOW

AutoCAD SHX Text

PROPOSED CATCH BASIN

AutoCAD SHX Text

PROPOSED STORM SEWER DROP INLET

AutoCAD SHX Text

PROPOSED STORM SEWER INTAKE

AutoCAD SHX Text

PROPOSED STORM SEWER FLARED END

AutoCAD SHX Text

PROPOSED LIFT STATION

AutoCAD SHX Text

PROPOSED TRENCHED SANITARY SEWER

AutoCAD SHX Text

PROPOSED WATER MAIN

AutoCAD SHX Text

PROPOSED STORM SEWER

AutoCAD SHX Text

PROPOSED FIBER OPTIC

AutoCAD SHX Text

PROPOSED ACC

AutoCAD SHX Text

PROPOSED CLEAN OUT

AutoCAD SHX Text

PROPOSED STORM SEWER JUNCTION BOX

AutoCAD SHX Text

PROPOSED RIP RAP

AutoCAD SHX Text

/WP

AutoCAD SHX Text

EXISTING STEEL POST/ WOOD POST

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

2" NPW

AutoCAD SHX Text

NON POTABLE WATER & SIZE

AutoCAD SHX Text

EXISTING STREET LIGHT/TRAIL LIGHT

AutoCAD SHX Text

EXISTING CONTOURS

AutoCAD SHX Text

PROPOSED FIBER OPTIC

AutoCAD SHX Text

PROPOSED SANITARY CAP/PLUG

AutoCAD SHX Text C

AutoCAD SHX Text

JUNCTION BOX

AutoCAD SHX Text

POLYMER MORTAR PIPE

AutoCAD SHX Text

MECHANICAL JOINT

AutoCAD SHX Text

8"WLS

AutoCAD SHX Text

WATER LINE SLUDGE

AutoCAD SHX Text

PROPOSED PCC

AutoCAD SHX Text

TO BE REMOVED OR ABANDONED

AutoCAD SHX Text

TEXT

AutoCAD SHX Text

REMOVE ACC PAVING

AutoCAD SHX Text

REMOVE PCC PAVEMENT

AutoCAD SHX Text

PROPOSED CONTOURS

AutoCAD SHX Text

CONSTRUCTION LIMITS

AutoCAD SHX Text G004

THODGE

Stamp

HDR PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

ISSUE DATE DESCRIPTION

NONE

1 2 3 4 5 6 7 8

SHEET

T. MATTSON

J. LENZ

S. HEANEY

J. ZAVADIL

J. LEWIS

A. NOWKA

K. JEYEONG

C H

J V

Y C

A T

M E

M D e s ig n

A T

M -E

M -S

A F

.r v t

P M

G005 10221664

TOM SVOBODA

10221664_CATM-EM-SAF.rte

CODE ANALYSISWYOMING ANG

PROJECT NO. DPEZ 189031

COMBAT ARMS TRAINING

AND EMERGENCY

MANAGEMENT FACILITY

DEFINITION

• ACTUAL BUILDING HEIGHT AND STORIES: 25 FT 0 IN AND ONE (1) STORY IBC § 502 BUILDING HEIGHT

• ALLOWABLE HEIGHT: 75 FT AND 3 STORIES FOR FULLY SPRINKLED GROUP B AND GROUP S-1 BUILDINGS IBC § 504.1 TABLE...

TOTAL 14,981 SF

CAT-EM 6,511 SF DEFINITION

• ACTUAL TOTAL BUILDING AREA: SFS 8,470 SF IBC § 502 BUILDING AREA

• ALLOWABLE AREA WITH FRONTAGE INCREASE: NONE TAKEN IBC § 506.2.4

FRONTAGE INCREASE : NONE TAKEN

• FRONTAGE INCREASE: NOT REQUIRED IBC § 506.3

AND GROUP S-1 WITH AUTOMATIC SPRINKLERS.)

• ALLOWABLE TABULATED FLOOR AREA: 70,000 SF (SINGLE STORY, MIXED USE; GROUP B IBC Table 506.2.2

• BUILDING IS FULLY PROTECTED WITH AUTOMATIC SPRINKLERS.

• TYPE IIB CONSTRUCTION (IBC) - (000) PER NFPA 220 IBC § 602 & TABLE 601

IBC CHAPTER 5 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-5

AND STANDARDS

THE CODE COMPLIANT APPROACH HEREIN DESCRIBES THE REQUIREMENTS FOR THE BUILDING (SFS AND CAT-EM BUILDING) TO ACHIEVE CODE COMPLIANCE WITH CURRENT...

SFS BUILDING AND CAT-EM BUILDING (PROVIDED AS PART OF A SEPARATE CONTRACT) ARE BEING CONSIDERED ONE BUILDING FROM A BUILDING CODE PERSPECTIVE.

GENERAL BUILDING HEIGHTS AND AREAS:

STORAGE ORDINARY-HAZARD CONTENTS STORAGE NFPA 101 CHAPTER 42

NEW FACTORY ARMORY WEAPONS REPAIR & CLEANING NFPA 101 CHAPTER 40

NEW BUSINESS NFPA 101 CHAPTER 38

NEW ASSEMBLY (INCIDENTAL USE) NFPA 101 CHAPTER 12

• NFPA OCCUPANCY CLASSIFICATIONS - MIXED OCCUPANCIES: NFPA 101 § 6.1.14.3

FINISH, FIRE PROTECTION FEATURES AND MEANS OF EGRESS.

RATING OF INTERIOR LOAD-BEARING PARTITIONS (OTHER THAN OCCUPANCY SEPARATION), INTERIOR

NFPA 101 APPLIES TO OCCUPANCY CLASSIFICATION AS IT RELATES TO FIRE/SMOKE RESISTANCE UFC 3-600-01 § 3-3.1.2

GROUP S-1 MODERATE-HAZARD STORAGE IBC § 311 (STORAGE)

GROUP F-1 ARMORY WEAPONS MAINTENANCE & REPAIR IBC § 307 (FACTORY)

GROUP B BUSINESS IBC § 304 (BUSINESS)

GROUP A-3 ASSEMBLY (ACCESSORY USE ONLY , < 10% OF BUILDING AREA) IBC § 303 (ASSEMBLY)

• IBC OCCUPANCY CLASSIFICATIONS - MIXED USE AND OCCUPANCY - NON-SEPARATED OCCUPANCY: IBC § 508.3

AREA, BUILDING SEPARATION AND OCCUPANCY SEPARATION.

IBC APPLIES TO OCCUPANCY CLASSIFICATION AS IT RELATES TO BUILDING HEIGHT, BUILDING UFC 3-600-01 § 3-2.1.2

IBC CHAPTER 3 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-3

USE AND OCCUPANCY CLASSIFICATION:

BUILIDNG CODE CORRESPONDING TO APPLICABLE OF IBC, PER UFC 1-200-01 APPLY.

ENGINEERING TECHNICAL LETTERS OVER-RULE AIR FORCE ENGINEERING TECHNICAL LETTERS AND NFPA STANDARDS. ONLY THE PORTIONS OF

UFC'S OVER-RULE ALL CRITERIA; AIR FORCE ENGINEERING TECHNICAL LETTERS OVER-RULE NFPA STANDARDS. AIR NATIONAL GUARD

WHERE DISCREPANCIES BETWEEN REGULATIONS AND TECHNICAL LETTERS OCCUR, THE FOLLOWING HIERARCHY WILL BE USED:

APPLICATION HIERARCHY

ASME/ANSI A13.1- SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS.

ANGETL 15-01-05, ELECTRICAL AND COMMUNICATIONS ENGINEERING, 1 MAY 2015

ANGETL 15-01-03, FIRE PROTECTION DESIGN GUIDANCE, 1 MAY 2015

INSTALLATION DESIGN GUIDE - WYOMING AIR NATIONAL GUARD DESIGN MANUAL

ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS, 2015 EDITION

INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION (AS AMENDED BY UFC 1-200-01)

OTHER REFERENCES

NFPA 1963 STANDARD FOR FIRE HOSE CONNECTIONS, 2019 EDITION

NFPA 704 STANDARD SYSTEM FOR THE IDENTIFICATION OF THE HAZARDS OF MATERIALS FOR EMERGENCY RESPONSE, 2017 EDITION

NFPA 291 RECOMMEND PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2019 EDITION

NFPA 241 STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, 2019 EDITION

NFPA 221 STANDARD FOR HIGH CHALLENGE FIRE WALLS, FIRE WALLS, AND FIRE BARRIER WALLS, 2018 EDITION

NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION, 2018 EDITION

NFPA 170 STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS, 2018 EDITION

NFPA 101 LIFE SAFETY CODE, 2018 EDITION.

NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2019 EDITION

NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2019 EDITION

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2019 EDITION

NFPA 70 NATIONAL ELECTRIC CODE, 2020 EDITION

NFPA 51B STANDARD FOR FIRE PREVENTION DURING WELDING, CUTTING AND OTHER HOT WORK, 2019 EDITION

NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2019 EDITION

NFPA 13 STANDARD FOR THE INSTALLATION OF AUTOMATIC SPRINKLERS, 2019 EDITION

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018 EDITION

NFPA 1 FIRE CODE, 2018 EDITION

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

UFC 4-021-01 DESIGN AND O&M MASS NOTIFICATION SYSTEMS, 9 APR 2008, CHANGE 1, JAN 2010

UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DEC 2018, CHANGE 1, 19 AUG 2020

UFC 3-601-02 OPERATION AND MAINTENANCE: INSPECTION, TESTING AND MAINTENANCE OF FIRE PROTECTION SYSTEMS, 8 SEP 2010

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUG 2016, CHANGE 5, 12 AUG 2020

UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS, 26 OCT 2015

UFC 3-400-02 DESIGN: ENGINEERING WEATHER DATA, 20 SEP 2018

UFC 3-230-01 WATER STORAGE AND DISTRIBUTION, 1 SEP 2018, CHANGE 2, 1 MAY 2020

UFC 3-301-01 STRUCTURAL ENGINEERING, 1 OCT 2019.

UFC 1-300-02 UNIFIED FACILITIES GUIDE SPECIFICATIONS FORMAT STANDARD, 1 APR 2014, CHANGE 2, 1 APR 2019

UFC 1-200-01 DOD BUILDING CODE, 8 OCT 2019

UNIFIED FACILITIES CRITERIA (UFC)

REFERENCED CODES AND STANDARDS:

FIRE PROTECTION / LIFE SAFETY CODE ANALYSIS

WITH HYDRANTS SPACED AT 300 FT MAXIMUM.

• EXTERIOR STORAGE AND MILITARY/TACTICAL EQUIPMENT/VEHICLE PARKING MUST BE PROVIDED

• AT LEAST ONE HYDRANT MUST BE LOCATED WITHIN 150 FT OF THE FIRE DEPARTMENT CONNECTION. UFC 3-600-01 § 9-3.5.8.4

GIVEN TO ACCESSIBILITY AND OBSTRUCTIONS (INCLUDING FENCES).

• ALL PARTS OF THE FACILITY EXTERIOR MUST BE WITHIN 350 FT OF A HYDRANT WITH CONSIDERATION UFC 3-600-01 § 9-3.5.8.2

• HYDRANTS ADJACENT TO AIRFIELD PAVEMENT WILL COMPLY WITH UFC 3-260-01. UFC 3-600-01 § 9-3.5.7(H)

FROM HYDRANTS.

• BOLLARDS, FENCING, LANDSCAPING AND SIMILAR OBSTRUCTIONS WILL BE LOCATED AT LEAST 24 IN. UFC 3-600-01 § 9-3.5.7(G)

• HYDRANTS MUST BE INSTALLED ADJACENT TO PAVED AREAS, ACCESSIBLE TO FIRE DEPARTMENT APPARATUS. UFC 3-600-01 § 9-3.5.7(B)

• HYDRANTS WILL NOT BE LOCATED LESS THAN 40 FT. FROM BUILDINGS. NFPA 24 § 7.2.3

• POST INDICATOR VALVE WILL BE WALL PIV. NFPA 24 § 6.2.9 (2)

• POST INDICATOR VALVES WILL NOT BE LOCATED LESS THAN 40 FT. FROM BUILDINGS. NFPA 24 § 6.2.9

POST INDICATOR VALVE LOCATION & FIRE HYDRANT PLACEMENT AND COVERAGE (SEE CODE COMPLIANCE SITE PLAN)

OF FIRE FLOW OR SPRINKLER SYSTEM DEMAND.

• MINIMUM RESIDUAL PRESSURE IN A SERVICE LATERAL MUST NOT BE LESS THAN 20 PSI AT THE GREAT UFC 3-600-01 § 9-3.3.3

• MINIMUM SERVICE LATERAL FOR SPRINKLER SYSTEMS MUST NOT BE LESS THAN 6 IN. UFC 3-600-01 § 9-3.3.2

• NOT MORE THAN 2 HYDRANTS CAN BE LOCATED ON A SERVICE LATERAL. UFC 3-600-01 § 9-3.3.1

THE REQUIRED FIRE FLOW IN CASE OF A SINGLE BREAK.

• SERVICE MAINS MUST NOT BE DEAD-ENDED AND MUST BE LOOPED TO PROVIDE AT LEAST 50 PERCENT OF UFC 3-600-01 § 9-3.2.2-3

• SERVICE MAINS MUST BE SIZED TO CARRY FIRE FLOW AND DOMESTIC AND INDUSTRIAL DEMANDS. UFC 3-600-01 § 9-3.2.1

• SERVICE MAINS AND SERVICE LATERALS MUST COMPLY WITH AWWA M31, NFPA 24 AND UFC 3-230-01. UFC 3-600-01 § 9-3.1.1

SERVICE MAINS AND LATERALS

• MINIMUM FIRE FLOW OF 500 GPM AT 20 PSI FOR A 2 HR DURATION IS REQUIRED FOR VEHICLE PARKING AREAS.

UFC -600-01 § 9-2.2.51

• FIRE FLOW IS INDEPENDENT OF SPRINKLER SYSTEM DEMAND.

UFC -600-01 § 9-2.1

• FIRE FLOW FOR SPRINKLERED FACILITIES MUST BE A MINIMUM OF 1,000 GPM AT 20 PSI.

UFC -600-01 § 9-2.1

FIRE FLOW FOR FACILITIES

• ALL-WEATHER GROUND ACCESS WILL BE LOCATED WITHIN 150 FT OF FIRE DEPARTMENT CONNECTIONS.

UFC -600-01 § 9-1.4

• DIMENSIONS OF FIRE LANES AND TURNAROUNDS WILL COMPLY WITH NFPA 1.

UFC -600-01 § 9-1.3

FROM AN EXTERIOR DOOR ACCESSIBLE TO FIRE DEPARTMENT INGRESS.

• ALL-WEATHER PAVED ACCESS WILL START AT THE ROAD AND TERMINATE NO FARTHER THAN 33 FT

UFC -600-01 § 9-1.1

ACCESS TO THE FACILITY WILL BE PROVIDED.

• ONE MEANS OF PAVED ALL-WEATHER GROUND ACCESS TO ALLOW EMERGENCY VEHICLES UNIMPEDED

UFC -600-01 § 9-1.1

FIRE DEPARTMENT VEHICLE ACCESS (SEE CODE COMPLIANCE SITE PLAN)

USE UFC 3-600-01 IN LIEU OF IBC CHAPTER 9. UFC 1-200-01 § 2-9

FIRE PROTECTION SYSTEMS:

INDUSTRIAL A, B OR C A, B, OR C A, B, OR C CLASS I OR II

STORAGE A, B OR C A, B, OR C A, B, OR C CLASS I OR II

BUSINESS A, B OR C A, B, OR C A, B, OR C CLASS I OR II

ASSEMBLY A OR B A, B, OR C A, B, OR C CLASS I OR II

EXITS

EXIT ACCESS

CORRIDORS

ROOMS AND

ENCLOSED SPACES

INTERIOR FINISH

FLOOR

GROUP

WITH AUTOMATIC SPRINKLER SYSTEMS

INTERIOR WALL, CEILING, AND FLOOR FINISHES: NFPA 101 CHAPTER 10 TABLE A.10.2.2

CONFORM TO THE REQUIRMENTS OF NFPA 101 CHAPTER 10.

UFC 3-600-01 § 8-1

USE UFC 3-600-01 AND UFC 3-120-10 IN LIEU OF IBC CHAPTER 8. UFC 1-200-01 § 2-8

INTERIOR FINISHES:

DESIGNED AND TESTED IN ACCORDANCE WITH ANSI/UL 555 AND ANSI/UL555S WILL BE INSTALLED.

• WHERE A SMOKE BARRIER IS ALSO CONSTRUCTED AS A FIRE BARRIER, A COMBINATION FIRE/SMOKE DAMPER NFPA 101 § 8.5.5.2.2

DAMPER DESIGNED AND TESTED IN ACCORDANCE WITH ANSI/UL555S WILL BE INSTALLED.

• WHERE SMOKE BARRIERS ARE PENETRATED BY DUCT OR AIR TRANSFER OPENING, A SMOKE NFPA 101 § 8.5.5.2.1

FIRE AND SMOKE DAMPERS

SPRINKLER PROTECTION IS PROVIDED.

HAZARD GREATER THAN THAT NORMAL TO THE GENERAL OCCUPANCY WHERE AUTOMATIC 12.3.2.1.2 (b)

• A SMOKE PARTITON WILL BE PROVIDED TO SEPARATE AN AREA HAVING A DEGREE OF NFPA 101 § 8,7,1,2 (1), 38.3.2.1, PROTECTION FROM HAZARDS - APPLIES TO JANITORIAL CLOSETS (SEE LIFE SAFETY PLAN)

INCLUDING SUPPORTING COLUMNS WILL ALSO BE 1-HOUR FIRE RESISTANT RATED.

THE ENTIRE LENGTH AND SPAN OF SUPPORTING ELEMENTS FOR THE RATED ROOF ASSEMBLY

• THE ROOF ASSEMBLY WITHIN 10 FT OF THE WALL WILL HAVE A 1-HOUR FIRE RESISTANCE RATING. IBC § 706.6.1 AND NFPA 221 § 6.7 (2)

• THE FIRE BARRIER WILL BE CONSTRUCTED IN ACCORDANCE WITH NFPA 221. IBC § 706.2

• THE FIRE BARRIER WILL HAVE A FIRE RESISTANCE RATING OF 2 HOURS. IBC § 707.3.10

CONSTRUCTED AS A FIRE BARRIER MAY BE USED TO SEPARATE THE TWO BUILDINGS.

• WHERE THE FIRE SEPARATION DISTANCE BETWEEN TWO BUILDINGS IS LESS THAN 5 FT, A PARTY WALL IBC § 602 AND 707.3.10

FIRE BARRIER FOR SEPARATE FIRE AREAS (SEE LIFE SAFETY PLAN)

SPECIFICALLY REFERENCE IBC CHAPTER 7.

CONFORM TO THE REQUIRMENTS OF NFPA 101 CHAPTER 8, EXCEPT WHERE IBC CHAPTERS 5 AND 6

UFC 3-600-01 § 7-1

IBC CHAPTER 7 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-7

FIRE AND SMOKE PROTECTION FEATURES:

NOTE 2: FIRE RATING MAYBE INCREASED DUE TO OTHER CRITERIA SUCH AS FIRE AREA SEPARATION.

NOTE 1: FIRE RATING INCREASED TO 2-HOUR FIRE BARRIER DUE TO ELECTRICAL SERVICE REQUIREMENT PER NEC.

• ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS): 0 HOUR

• FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS): 0 HOUR

• NON-BEARING WALLS & PARTITIONS - INTERIOR: 0 HOUR (NOTE 1,2)

• NON-BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30 FT: 0 HOUR

• BEARING WALLS - INTERIOR: 0 HOUR

• BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30 FT: 0 HOUR

• STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES): 0 HOUR

IBC 601 & TABLE 602 ALL ALLOWABLE COMBUSTIBLE

MATERIALS AS DEFINED IN SECTION 603

REQUIRED STRUCTURAL ELEMENTS:

• TYPE IIB CONSTRUCTION (IBC) - (000) PER NFPA 220 IBC § 602 & TABLE 601

IBC CHAPTER 6 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-6

TYPES OF CONSTRUCTION:

• EVERY EXIT OR DIRECTIONAL SIGN WILL BE ILLUMINATED BY A RELIABLE LIGHT SOURCE. NFPA 101 § 7.10.5.1

LOCATION WHERE DIRECTION OF TRAVEL TO REACH THE NEAREST EXIT IS NOT APPARENT.

• A SIGN WITH DIRECTIONAL INDICATOR SHOWING DIRECTION OF TRAVEL WILL BE PLACED IN EVERY NFPA 101 § 7.10.2.1

THE EXIT OR WAY TO REACH EXITIS NOT READILY APPARENT TO OCCUPANTS.

• ACCESS TO EXITS WILL BE MARKED BY APPROVED, READILY VISIBLE SIGNS IN ALL CASES WHERE NFPA 101 § 7.10.1.5.1

EXITS, WILL BE MARKED BY APPROVED SIGNS.

• EXITS OTHER THAN MAIN EXTERIOR EXIT DOORS THAT ARE OBVIOUSLY AND CLEARLY IDENTIFIED AS NFPA 101 § 7.10.1.2.1

MARKING MEANS OF EGRESS

• MINIMUM ILLUMINATION FOR FLOORS AND OTHER WALKING SURFACES WILL BE AT LEAST 1 FC. NFPA 101 § 7.8.1.3 (2)

WALKING SURFACE).

• MINIMUM ILLUMINATION FOR MEANS OF EGRESS WILL BE AT LEAST 10 FC (MEASURED FROM NFPA 101 § 7.8.1.3 (1)

ILLUMINATION OF MEANS OF EGRESS

• SPECIAL PURPOSE INDUSTRIAL, (SPRINKLERED): 50 FT NFPA 101 § 40.2.5.1

• STORAGE, SPRINKLERED: 100 FT (ORDINARY-HAZARD CONTENTS) NFPA 101 § 42.2.5

• BUSINESS, SPRINKLERED: 50 FT NFPA 101 § 38.2.5.2.1

• ASSEMBLY, SPRINKLERED: 20 FT NFPA 101 § 12.2.5.1.3

DEAD-END LIMITS

• SPECIAL PURPOSE INDUSTRIAL, (SPRINKLERED): 100 FT NFPA 101 § 40.2.5.1

• STORAGE, SPRINKLERED: 100 FT, 75 FT SINGLE MEANS OF EGRESS (O-H CONTENTS) NFPA 101 § 42.2.5

• BUSINESS, SPRINKLERED: 100 FT NFPA 101 § 38.2.5.3.1

• ASSEMBLY, SPRINKLERED: < 50 OCCUPANTS 75 FT, > 75 OCCUPANTS 20 FT NFPA 101 § 12.2.5.1.2

COMMON PATH OF TRAVEL

• SPECIAL PURPOSE INDUSTRIAL, (SPRINKLERED): 400 FT NFPA 101 § 40.2.6.1

• STORAGE, (SPRINKLERED): 400 FT (ORDINARY-HAZARD CONTENTS) NFPA 101 § 42.2.6

• BUSINESS, (SPRINKLERED): 300 FT NFPA 101 § 38.2.6.3

• ASSEMBLY, (SPRINKLERED): 250 FT NFPA 101 § 12.2.6.2 (1)

TRAVEL DISTANCE TO AN EXIT

THAN 1/3RD THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED.

• MINIMUM DISTANCE SEPARATION BETWEEN EXITS AND EXIT ACCESS DOORS WILL BE NOT LESS NFPA 101 § 7.5.1.3.3

REMOTENESS OF EXITS

• IT EQUIPMENT ROOMS: 300 SQ FT/PERSON GROSS FLOOR AREA

• MECHANICAL/ELECTRICAL ROOMS: 500 SQ FT/PERSON GROSS FLOOR AREA UFC 3-600-01, TABLE 10-1

• SPECIAL PURPOSE INDUSTRIAL USE: 500 SQ FT/PERSON GROSS FLOOR AREA (STORAGE)

• STORAGE USE: 500 SQ FT/PERSON GROSS FLOOR AREA

• BUSINESS USE: 100 SQ FT/PERSON GROSS FLOOR AREA

• ASSEMBLY USE: LESS CONCENTRATED WITHOUT FIXED SEATING 15 SQ FT/PERSON NET AREA

NFPA 101 TABLE 7.3.1.2

OCCUPANCY LOAD FACTORS

OF THE REQUIRED EGRESS WIDTH.

• DOORS LEAVES SWINGING INTO THE THE MEANS OF EGRESS WILL LEAVE NOT LESS THAN ON HALF NFPA 101 § 7.2.1.4.3.1

DOOR LEAF ENCROACHMENT

• DOORS WILL SWING IN THE DIRECTION OF TRAVEL WHERE SERVING MORE THAN 50 PERSONS. NFPA 101 § 7.2.1.4.2 (1)

DOOR LEAF SWING DIRECTION

LIGHTING IN ACCORDANCE WITH NFPA 101 § 7.9.

• THE EGRESS SIDE OF ACCESS-CONTROLLED EGRESS DOORS WILL BE PROVIDED WITH EMERGENCY NFPA 101 § 7.2.1.6.2(7)

FIRE PROTECTIVE SIGNALLING SYSTEM IS MANUALLY RESET.

UNLOCK THE EGRESS DOORS IN THE DIRECTION OF EGRESS AND THEY WILL REMAIN UNLOCKED UNTIL THE

• ACTIVATION OF THE BUILDING SPRINKLER SYSTEM OR FIRE PROTECTION SIGNALING SYSTEM WILL NFPA 101 § 7.2.1.6.2(6)

THE LOCK, INDEPENDENT OF LOCKING SYSTEM ELECTRONICS.

• WHEN OPERATED, THE MANUAL RELEASE DEVICE WILL RESULT IN DIRECT INTERRUPTION OF POWER TO

READS "PUSH TO EXIT".

• THE MANUAL RELEASE DEVICE WILL BE READILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT

AND WITHIN 60 IN. OF THE SECURED DOOR OPENING.

• MANUAL RELEASE DEVICE WILL BE LOCATED ON THE EGRESS SIDE 40 IN TO 48 IN ABOVE THE FLOOR

DEVICE COMPLYING WITH THE FOLLOWING:

• DOOR LOCKS WILL BE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS FROM A MANUAL RELEASE NFPA 101 § 7.2.1.6.2(3)

THE SENSOR OR TO THE PART OF THE SYSTEM THAT LOCKS THE DOOR.

• DOOR LEAVE WILL AUTOMATICALLY UNLOCK IN THE DIRECTION OF TRAVEL UPON LOSS OF POWER TO NFPA 101 § 7.2.1.6.2(2)

OF EGRESS UPON DETECTION OF APPROACHING OCCUPANT.

• SENSOR WILL BE PROVIDED ON THE EGRESS SIDE, ARRANGED TO UNLOCK THE DOOR IN THE DIRECTION NFPA 101 § 7.2.1.6.2(1)

LOCKING HARDWARE THAT PREVENTS EGRESS, PROVIDED THAT THE FOLLOWING ARE MET:

• DOOR ASSEMBLIES IN THE MEANS OF EGRESS WILL BE PERMITTED TO BE EQUIPPED WITH ELECTRICAL NFPA 101 § 7.2.1.6.2

ACCESS-CONTROLLED EGRESS DOOR ASSEMBLIES

CORRIDORS NEED NOT BE PROTECTED WITH FIRE RATED CONSTRUCTION. 38.3.6.1 (3), 42.3.6

• WHERE AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IS PROVIDED THROUGHOUT, NFPA 101 § 7.1.3.1 (2), 12.3.6 (2), NFPA 101 EXIT ACCESS CORRIDORS

OF THE 2018 IBC ARE ACCPETABLE.

• WHERE ABA STANDARDS REFERENCES PREVIOUS VERSIONS OF IBC, THE APPLICABLE REQUIRMENTS

ACT (ABA) STANDARDS.

• DO NOT USE IBC CHAPTER 10, EXCEPT WHERE REFERENCED BY ARCHITECTURAL BARRIERS

USE UFC 3-600-01 IN LIEU OF IBC CHAPTER 10. UFC 1-200-01 § 2-10

MEANS OF EGRESS (SEE LIFE SAFETY PLANS):

• KNOXBOX SHALL BE MONITORED BY FIRE ALARM SYSTEM AND FLUSH TYPE.

• SURGE PROTECTION DEVICE WILL BE PROVIDED FOR ALL 120 VAC POWERED FIRE ALARM AND MNS EQUIPMENT. UFC 3-600-01 § 9-18.11.2

• BREAKER LOCK WILL BE PROVIDED FOR FIRE ALARM AND MNS IAW UFC 3-520-01. UFC 3-600-01 § 9-18.11.1

• THE FIRE ALARM EVACUATION SIGNAL WILL BROADCAST OVER THE MNS SYSTEM. UFC 3-600-01 § 9-18.1.2.1

• VOICE INTELLIGIBILITY TO BE PROVIDED THROUGHOUT (CIS >0.8 OR STI > 0.70).

UFC 4-021-01 § 4-6.1.2

THAN 200 FT OR TRAVEL TO OTHER FLOORS TO ACCESS LOC.

• LOCAL OPERATOR CONSOLE (LOC) INSTALLED SO OCCUPANTS DO NOT NEED TO TRAVEL MORE UFC 4-021-01 § 4-5.1

• MASS NOTIFICATION SYSTEM PROVIDED WHERE OCCUPANT LOAD IS 11 OR MORE PERSONS. UFC 4-010-01 § B-4.6

• NOTIFICIATION TO BE PROVIDED THROUGHOUT ENTIRE BUILDING. UFC 3-600-01 § 9-18.6.1

• SPRINKLER VALVE SUPERVISION - SEPARATE ADDRESS FOR EACH VALVE. UFC 3-600-01 § 9-18.7.3

• SPRINKLER WATERFLOW MONITORING - SEPARATE ADDRESS FOR EACH WATERFLOW SWITCH. UFC 3-600-01 § 9-18.7.1

• MANUAL PULL STATION AT ALL EXIT DOORS. UFC 3-600-01 § 9-18.7.4

• DETECTOR COVERAGE AREA WILL BE REDUCED BY 50% WHERE HVLS FANS ARE USED. UFC 3-600-01 § 9-18.5.1.2

• REMOTE ANNUNCIATOR PROVIDED AT DESIGNATED FIRE DEPARTMENT ENTRANCE. UFC 3-600-01 § 9-18.4.4

AND 3) COMMAND POST BUILDING 36.

• MONACO D-21 REPORTING TO BASE RECEIVING STATIONS IN THE; 1) FIRE DEPARTMENT, 2) SECURITY BUILDING WY ANG IDG

• ANALOG / ADDRESSABLE FIRE ALARM SYSTEM WILL BE PROVIDED. UFC 3-600-01 § 9-18.4

• MASS NOTIFICIATION SYSTEM TO BE INSTALLED IN ACCORDANCE WITH UFC 4-021-01. UFC 3-600-01 § 9-18.4

• FIRE ALARM SYSTEM TO BE INSTALL IN ACCORDANCE WITH UFC-3-600-01, NFPA 70, NFPA 72 AND ABA. UFC 3-600-01 § 9-18.3.1

• BUILDING TO BE INHABITED (ROUTINELY OCCUPIED BY 11 OR MORE 11 OCCUPANTS). UFC 4-011 § 1-8

• MASS NOTIFICIATION SYSTEM IS REQUIRED THROUGHOUT.

OR WITH MORE THAN 50 OCCUPANTS ABOVE OR BELOW LEVEL OF EXIT DISCHARGE.

• BUSINESS OCCUPANCY - FIRE ALARM REQUIRED FOR OCCUPANT LOAD > 300 PERSONS. NFPA 101 § 38.3.4.1

• ASSEMBLY OCCUPANCY - FIRE ALARM REQUIRED FOR OCCUPANT LOADS > 300 PERSONS. NFPA 101 § 12.3.4.1.1

• FIRE ALARM SYSTEM IS REQUIRED THROUGHOUT.

FIRE ALARM AND MASS NOTIFICATION SYSTEM (MNS)

• MECHANICAL ROOMS WILL HAVE BRACKET MOUNTED FIRE EXTINGUISHERS. UFC 3-600-01 § 9-17.3.2

• RECESSED OR SEMI-RECESSED CABINETS TO BE PROVIDED IN FINISHED SPACES. UFC 3-600-01 § 9-17.3.1

ELECTRONICS (EG: CLEAN AGENT).

• EXTINGUISHERS FOR ELECTRONIC EQUIPMENT AREAS SPACES WILL BE SUITABLE FOR UFC 3-600-01 § 9-17.2.2

• PORTABLE FIRE EXTINGUISHERS WILL BE LOCATED IN ACCORDANCE WITH NFPA 10. UFC 3-600-01 § 9-17.2.1

• GENERAL PURPOSE FIRE EXTINGUISHERS ARE REQUIRED FOR FULLY SPRINKLERED BUILDINGS, UFC 3-600-01 § 9-17.1

PORTABLE FIRE EXTINGUISHERS

• THE DISTANCE FROM EXTERIOR DOORS TO ANY PORTION OF THE BUILDING DOES NOT EXCEED 450 FT. UFC 3-600-01 § 9-10.2.2

• THE BUILDING DOES NOT EXCEED 4 STORIES. UFC 3-600-01 § 9-10.2.1

• STANDPIPE SYSTEMS IS NOT REQUIRED.

STANDPIPE SYSTEMS

HIGH TEMP SPRINKLER DENSITY = 0.25/2500 REDUCED (0.25 * 0.70) TO 0.175 / 2500 NFPA 13 - FIGURE 21.2.2.2 & 21.2.2.3

CEILING HEIGHT OF 17.0 FT BOTTOM OF DECK - 0.5 FT DEFLECTOR DISTANCE - 1.5 FT MINIMUM CLEAR TO STORAGE = 15.0 NFPA 13 - FIGURE 21.2.2.2 & 21.2.2.3

WITH NFPA 13 PER OF UFC 3-600-01 - 4-46.2.3.1 FOR CLASS IV NON-ENCAPSULATED STORAGE TO MAXIMUM AVAILABLE HEIGHT.

• WAREHOUSE HIGH PILED STORAGE AREAS WILL BE PROTECTED BY AUTOMATIC SPRINKLER SYSTEM DESIGN WILL BE IN... UFC 3-600-01 § 4-46.2.3.1

3-600-01 9-7.3

• AUTOMATIC SPRINKLER SYSTEM DESIGN WILL BE IN ACCORDANCE WITH TABLE 9-3 & TABLE 9-4 OF UFC UFC 3-600-01 § 9-7.3

MODIFIED BY UFC-3-600-01.

• AUTOMATIC SPRINKLER SYSTEMS MUST COMPLY WITH NFPA 13 EXCEPT WHERE SPECIFICALLY UFC 3-600-01 § 9-7.1.1

EXCEEDING 15,000 SQFT.

• AUTOMATIC SPRINKLER PROTECTION IS REQUIRED FOR SINGLE STORY TYPE I OR II CONSTRUCTION UFC 3-600-01 § 9-7.2.1.1

• AUTOMATIC SPRINKLER PROTECTION IS REQUIRED THROUGHOUT.

AUTOMATIC SPRINKLER PROTECTION

1/22/2021 ISSUED FOR BID

12''W

BUILDING

FRONTAGE

EXISTING FIRE

HYDRANT

WPIV

FIRE HOSE

DISTANCE 166 FT

FIRE HOSE

DISTANCE 156 FT

FIRE HOSE

DISTANCE 161 FT

FIRE HOSE

DISTANCE 172 FT

FIRE HYDRANT

DISTANCE TO FDC 35 FT

SFS BUILDING

CAT-EM

BUILDING

EXISTING

EXISTING FIRE

HYDRANT

EXISTING FIRE

HYDRANT

CODE COMPLIANCE SITE PLAN

G006

1"=40' G006

PROPOSED 8"

FIRE WATER

SERVICE AND

WPIV

FIRE HYDRANT

FIRE HOSE DISTANCE

SITE CODE COMPLIANCE SYMBOLS

UNDERGROUND WATER MAIN

FIRE DEPARTMENT CONNECTION (FDC)

WALL MOUNTED POST INDICATOR VALVE (WPIV)

WPIV

SITE CODE COMPLIANCE DISTANCES

FIRE HYDRANT TO FDC

FIRE HOSE COVERAGE

150 FEET

9-3.5.8.4

166 FEET

35 FEET

FIRE DEPARTMENT ACCESS NFPA 1 - 18.2.3.5.1.1

UFC 3-600-01

REQUIRED/ALLOWED

ACTUAL

20 FEET

350 FEET

20 FEET

9-3.5.8.2

SITE CODE COMPLIANCE REQUIREMENTS (UFC -3-600-01 1-7.2.4.2)

BUILDING CODE SUMMARY

BUILDING FRONTAGE / PERIMETER

IBC - 506.2.4

30 FEET & 7.5 FEET

0 FEET (NO FRONTAGE REQUIRED)

UFC 1-200-01 DOD BUILDING CODE, 8 OCT 2019

2018 IBC AS AMENDED BY UFC 1-200-01

2018 IEBC AS AMENDED BY UFC 3-600-01

2018 NFPA 101 LIFE SAFETY CODE

2018 NFPA 1 FIRE CODE

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES,

8 AUG 2016, CHANGE 5, 12 AUG 2020

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

WYOMING ANG

PROJECT NO. DPEZ 189031

COMBAT ARMS TRAINING

TOM SVOBODA

10221664

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

AND EMERGENCY

MANAGEMENT FACILITY

T. MATTSON

J. LENZ

S. HEANEY

J. ZAVADIL

J. LEWIS

A. NOWKA

K. JEYEONG

1/22/2021 ISSUED FOR BID

C p w w o r k i n g c e n t r a l d

G d w g

H F

R E

E M

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

SP SP SP SP SP

CP-1 CP-1

C P

-1 C

P -1

TD-1 TD-1

T D

-1 T

D -1

TD-1 TD-1

T D

-1 T

D -1

T D

-1

C P

-2 C

P -2

C P

-2

CP-2 CP-2

D E

-1 D

E -1

T D

-2 T

D -2

T D

-2 T

D -2

T D

-2 T

D -2

T D

-2

T D

-2 T

D -2

SP SP SP SP

S P

SP SP SP SP

S P

SP SP SP SP SP SP SP SP SP SP SP SP

S P

P SP

P SP SP SP SP SP SP

SP SP SP SP SP SP SP

S P

SP SP SP SP SP SP SP SP SP SP SP

S P

SP SP SP SP SP SP SP SP SP SP SP

S S

SP SP SP SP SP SP SP SP SP

S P

PSP

S P

EXIT SYMBOL

FIRE EXTINGUSHER

EXIT DOOR TAG

LIFE SAFETY NOTES:

1. FOR EXIT LIGHTS AND EMERGENCY LIGHTING, SEE ELECTRICAL

LIGHTING DRAWINGS (E SERIES).

2. SEE CODE ANALYSIS SHEET G005 FOR ALL REQUIREMENTS NOT

SPECIFICALLY INDICATED ON THIS SHEET.

LINE TYPES FOR MEANS OF EGRESS:

TRAVEL DISTANCE

COMMON PATH

SYMBOLCOMPONENT

LIFE SAFETY SYMBOLS:

EXIT DISCHARGE ARROW

EXIT DISCHARGE

A CLEAR DOOR WIDTH [FEET - INCHES]

B OCCUPANT LOAD CAPACITY [NO.OF PEOPLE]

DEAD END DE

WALL RATING LEGEND

SMOKE PARTITION

FLIGHT

COMMANDER

103 FLIGHT

CHIEF

SUPER

MECH

COMBAT

ARMS

TRAINING/

SIMULATOR

CATM

INSTRUCTORS

CLASSROOM

RANGE

STORAGE

EM TECHS

STORAGE

BREAK

COPY

ELEC

WEAPONS

MAINTENANCE

WEAPONS

CLEANING

WOMEN

MEN

CUSTODIAL

COMM

CLASSRM

STORAGE

CLASSRM

STORAGE

CORR

CATM

CLASSROOM

VEST

DOOR

2' - 8"

101 A

DOOR

2' - 8"

107 B

DOOR

2'…

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File details come from the government source that posted it. Updated Jul 22, 2021.