Package_1_-_AGE_Storage_-_Plans.pdf

PDF 19 MB Posted Aug 15, 2018

Attached to: Aerospace Ground Equipment Storage Joint Base-MDL (McGuire AFB), New Jersey
Solicitation number: W912DS18B0015
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Other files

File	Type	Posted
Bid_Abstract.pdf	PDF	Sep 18, 2018
Amendment_0004_-_AGE_Storage_-_Specs.pdf	PDF	Sep 14, 2018
Amendment_0004_-_AGE_Storage_-_Plans.pdf	PDF	Sep 14, 2018
W912DS-18-B-0015_Amendment__4.pdf	PDF	Sep 14, 2018
W912DS-18-B-0015_Amendment__3.pdf	PDF	Sep 12, 2018
W912DS-18-B-0015_Amendment__2.pdf	PDF	Sep 5, 2018
Site_Visit_22_AUG_18_Sign_in_(Tank_Sto,_AGE,_ATG&LST,_MX_Fac)_.pdf	PDF	Aug 30, 2018
W912DS-18-B-0015_Amendment__1.pdf	PDF	Aug 30, 2018
Package_2_-_AGE_Storage_-_Specifications.pdf	PDF	Aug 13, 2018
W912DS-18-B-0015.pdf	PDF	Aug 13, 2018
Package_1_-_AGE_Storage_-_Plans.pdf	PDF	Aug 13, 2018
Appendix_A_-_KC46_AGE_Storage,_Geotechnical_and_Soil_Testing_Report.pdf	PDF	Aug 13, 2018

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US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE.:

VOLUME:

K D

G001

BLDG ID

C O

S H

D L, M C

G U

I R E

B , N

Y O

R K

O R

K, N

2 7

O R

2D S-

-B

ISSUED FOR CONSTRUCTION

K C -4

6A A

E G

R O

U N

D E

Q U

NEW YORK DISTRICT

JBMDL, MCGUIRE AFB, NEW JERSEY

KC-46A AEROSPACE GROUND EQUIPMENT

STORAGE

W912DS-18-B0015

12 JULY 2018

PTFL163017

DRAWING LIST

SHEET

NO. SHEET NAME

CIVL

C-100 EXISTING CONDITIONS

C-101 DEMOLITION PLAN

C-102 SITE PLAN + STORM DRAINAGE - Sheet 1

C-103 SITE PLAN + ELECTRICAL COMMUNICATIONS

C-104 SITE PLAN + STORM DRAINAGE Sheet 2 C-105 EROSION + SEDIMENT CONTROL PLAN - Sheet 1 C-106 EROSION + SEDIMENT CONTROL PLAN - Sheet 2

C-107 STAGING AREA + TRAFFIC FLOW

C-200 STORM PROFILE Sheet 1 C-201 STORM PROFILE Sheet 2

C-202 PROFILE OF ASPHALT RE-GRADE

C-500 UTILITY DETAILS

C-501 SITE DETAILS

C-502 EROSION + SEDIMENT CONTROL DETAILS

C-503 INTERIOR COLUMN DETAILS

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S101 FLOOR PLAN

S102 FRAMING PLAN

S201 FRAMING ELEVATIONS EAST/WEST

S202 FRAMING ELEVATIONS NORTH/SOUTH

S301 FRAMING SECTIONS

S302 FOUNDATION SECTIONS

ARCHITECTURAL

A101 SITE PLAN

A102 FLOOR PLAN

A103 ROOF PLAN

A104 REFLECTED CEILING PLAN

A201 ELEVATIONS

A202 ELEVATIONS

A203 PERSPECTIVES

A301 SECTIONS

A510 ROOF DETAILS

A511 ROOF DETAILS

G001 COVER SHEET

G002 GENERAL NOTES, ABBREVIATIONS

ELECTRICAL

E001 ELECTRICAL SYMBOLS AND LEGEND

E101 LIGHTING AND POWER PLAN

E102 LIGHTNING PROTECTION PLAN

E501 LIGHTNING PROTECTION AND GROUNDING DETAILS - 1

E502 LIGHTNING PROTECTION AND GROUNDING DETAILS - 2

E503 LIGHTING FIXTURE SCHEDULE AND DETAILS

E504 LIGHTING FIXTURE DETAILS

E505 ELECTRICAL SITE DETAILS - 1

E506 ELECTRICAL SITE DETAILS - 2

E601 SINGLE LINE DIAGRAM

E602 PANELBOARD SCHEDULES

VICINITY MAP

NOT TO SCALE

LOCATION PLAN

NOT TO SCALE

DRAWING ABBREVIATIONS INDEX OF DRAWINGS BUILDING SUMMARY

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

SHEET NUMBER WITHIN

SERIES

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

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

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

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

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

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

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSULFOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

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

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

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

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

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

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

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

JAN JANITOR

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

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

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

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

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

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

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

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

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

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

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

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

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

QT QUARRY TILE

QTY QUANTITY

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

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

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

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SSSMR STEEL STANDING SEAM METAL ROOF

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

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

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GLTEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

REFER TO AEC CAD

STANDARDS FOR PROPER

SHEET NUMBERING

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

A SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

Room name

PLAN NORTH

A101

SIM

A101

1 Ref

R ef

1Ref

R ef

1. EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF STRUCTURAL FRAMES, EDGE OF STRUCTURAL

STANDING SEAM METAL ROOFING OR COLUMN CENTERLINE.

2. REFERENCE ENLARGED PLANS FOR ADDITIONAL INFORMATION.

3. SEE CIVIL DRAWINGS FOR FINISH GRADE ELEVATIONS, SITE GRADING AND DRAINAGE. SEE

STRUCTURAL DRAWINGS FOR PRE-ENGINEERED METAL BUILDING SYSTEM, STRUCTURAL PORTAL

FRAMES, CONNECTIONS AND FOUNDATION PLANS. SEE ELECTRICAL DRAWINGS FOR LIGHTING, POWER

AND LIGHTENING PROTECTION, TYP.

PROJECT INFORMATION

PROJECT NAME: KC46 AEROSPACE GROUND EQUIPMENT STORAGE

PROPOSED USE: STORAGE

OWNER-CONTACT PERSON: CONTRACTING OFFICER

TYPE OF CONSTRUCTION

CONSTRUCTION TYPE: TYPE II B

ESSENTIAL FACILITY (CHAPTER 16, IBC)

NOT AN ESSENTIAL FACILITY

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

G002

N O

T E S, A B B

O N

D L, M C

G U

I R E

B , N

Y O

R K

O R

K, N

2 7

D es ig ne r

Au th or

C he ck er

2D S-

-B

K C -4

6A A

E G

R O

U N

D E

Q U

GROUND

LEVEL/TOP OF

FOOTING

0' - 0"

BOTTOM OF BEAM

15' - 0"

6 4 2 1

BOTTOM OF

FOOTING

-3' - 0"

GROUND

LEVEL/TOP OF

FOOTING

0' - 0"

B A

BOTTOM OF BEAM

15' - 0"

S301

' M

. C

G H

BOTTOM OF

FOOTING

-3' - 0"

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

DATE:

FILE PATH:

7/31/2018 3:30:56 PM

C:\Users\e3encjd9\Documents\AGES-DMMS-0000_e3encjd9.rvt

S301

N S

K C -4

6A A

E G

R O

U N

D E

Q U

E N

O R

K D

Y O

R K, N Y

2 7

2D S-

-B

3/32" = 1'-0"S301

1 SECTION - EAST WEST

3/32" = 1'-0"S301

2 SECTION - NORTH SOUTH

NOTE: BAR JOIST PURLINS ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY.

CONTRACTOR SHALL DESIGN LOCATION, QUANTITY, AND SIZE OF BAR JOISTS

AS WELL AS ALL CONNECTIONS.

GENERAL NOTES:

1. REFER TO SHEET S-001 FOR GENERAL NOTES.

2. SUPERSTRUCTURE SHALL BE DESIGNED AND PROVIDED BY

METAL BUILDING MANUFACTURER. REFER TO

SPECIFICATIONS.

3. METAL BUILDING MANUFACTURER SHALL INCLUDE UPLIFT

BRACING BETWEEN BAR JOISTS. METAL BUILDING

MANUFACTURER SHALL CONSIDER THAT THE BAR JOISTS

WILL BE LOADED OUT OF PLANE OF VERTICAL AXIS DUE TO

ROOF SLOPE.

K D

N D

0 5' 20'10'

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

0 5' 20'10'

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

A201

A202

A201

(E) AGE STORAGE

BLDG# 2253

(E) BLDG # 2257

GRASS

GRASSGRASS

(E) WARP STORAGE

BLDG # 2251

(E) TRENCH DRAIN. REFER

TO CIVIL DRAWINGS.

(E) 7' CHAIN LINK FENCE

30'-0" MIN

REFER TO CIVIL DRAWINGS FOR GRADING PLAN,

LOCATION OF AGE STRUCTURE, SITE DEMOLITION,

NEW AND EXISTING CONCRETE PAVING LAYOUT,

NEW CHAINLINK FENCES/GATES, STORM WATER

DRAINAGE SYSTEM, AND BOLLARDS.

FLIGHT LINE

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

DATE:

FILE PATH:

7/12/2018 1:45:51 PM

C:\Users\E3ENDHHC\Documents\AGES-DMMA-CF00_E3ENDHHC.rvt

A101

K C -4

6A A

E G

R O

U N

D E

Q U

E N

O R

K D

Y O

R K, N Y

2 7

D es ig ne r

Au th or

C he ck er

2D S-

-B

1" = 30'-0"A101

1 SITE PLAN

K D

N D

A201

3 5 7

A301

METAL BUILDING SYSTEM STRUCTURE, TYP.

SEE STRUCTURAL DRAWINGS.

DS DS DS DS DS

29' - 9" 43' - 9" 43' - 9" 43' - 9" 43' - 9" 29' - 9"

BOLLARDS, TYP. SEE CIVIL DRAWINGS.

GENERAL NOTES

1. EXTERIOR DIMENSIONS ARE TO THE OUTSIDE EDGE OF COLUMN /SSSMR ROOF

OR COLUMN CENTERLINE.

2. REFERENCE ENLARGED PLANS FOR ADDITIONAL INFORMATION.

3. SEE CIVIL DRAWINGS FOR FINISH GRADE ELEVATIONS, NEW FENCES /GATES,

NEW AND EXISTING CONCRETE PAVINGS, NEW AND EXISTING TRENCH DRAINS,

BOLLARDS AND RAINWATER DRAINAGE CONNECTION DRAWINGS. SEE

STRUCTURAL DRAWINGS FOR FOUNDATION PLANS AND METAL BUILDING SYSTEMS.

SEE ELECTRICAL DRAWINGS FOR LIGHTING / POWER AND LIGHTNING PROTECTION.

4. GROSS AREA IS 19,975 SF ( 85'x 235') PER UFC 3-101-01 2-2.2 CALCULATION OF

GROSS BUILDING AREA FOR UNENCLOSED PROGRAMMED FACILITIES. REFER TO

ROOF DIMENSIONS IN A-103.

DRAWING NOTES

1. REFERENCE SPEC 13 34 19 METAL BUILDING SYSTEMS FOR STRUCTURAL

DESIGN CRITERIA.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

DATE:

FILE PATH:

7/12/2018 1:45:55 PM

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A102

O R

K C -4

6A A

E G

R O

U N

D E

Q U

E N

O R

K D

Y O

R K, N Y

2 7

D es ig ne r

Au th or

C he ck er

2D S-

-B

3/32" = 1'-0"A102

1 FLOOR PLAN

K D

N D

A202

A201

3 5 7

A301

235' - 0"

METAL GUTTER AND

DOWNSPOUTS, TYP. STEEL STANDING SEAM METAL ROOF

3" 29' - 9" 43' - 9" 43' - 9" 43' - 9" 43' - 9" 29' - 9" 3"

3"DS DS DS

DS DS DS

DS DS

SNOW GUARDS, TYP.

GENERAL NOTES

1. ROOF PENETRATIONS/FLASHING SHALL CONFORM TO ACCEPTED ROOFING

PRACTICES AS DESCRIBED AND DETAILED IN THE CURRENT EDITION OF THE NRCA

ROOFING AND WATERPROOFING MANUALS & THE SMACNA ARCHITECTURAL SHEET

METAL MANUAL. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

2. ALL ITEMS MOUNTED ON THE ROOF, INCLUDING SNOW GUARDS, ETC. SHALL BE

PAINTED TO MATCH THE ROOF COLOR.

3. ALL METAL ITEMS PROTRUDING FROM THE FACE OF THE BUILDING, INCLUDING

FASCIA, GUTTER, DOWNSPOUTS SHALL BE PAINTED TO MATCH ROOF COLOR.

4. ALL EXPOSED FASTENERS SHALL MATCH COLOR OF ADJACENT METAL.

5. SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ACTUAL SIZES AND

LOCATIONS OF ELECTRICAL ITEMS.

DRAWING NOTES

1. ROOFING SHOWN IS STRUCTURAL/STEEL STANDING SEAM METAL SLOPED AS

INDICATED.

2. STEEL STANDING SEAM METAL ROOF (SSSMR) FINISHES, STYLE, COLOR,

COATING SHALL COMPLY WITH MCGUIRE AIR FORCE BASE STANDARDS.

STYLE: FLAT PROFILE 16" WIDE 2.5" SEAM

COLOR: DARK BROWN FED STANDARD 595B #20040

3. FOR ROOF DRAINS AND CONNECTIONS TO STORM DRAINS SEE PART DRAWINGS

AND CIVIL DRAWINGS.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

DATE:

FILE PATH:

7/12/2018 2:46:31 PM

C:\Users\E3ENDHHC\Documents\AGES-DMMA-CF00_E3ENDHHC.rvt

A103

R O

O F

K C -4

6A A

E G

R O

U N

D E

Q U

E N

O R

K D

Y O

R K, N Y

2 7

D es ig ne r

Au th or

C he ck er

2D S-

-B

3/32" = 1'-0"A103

1 ROOF PLAN

K D

N D

A202

A201

3 5 7

METAL BUILDING SYSTEM STRUCTURE, TYP.

SEE STRUC. DRAWINGS.

A301

INSTALL BIRD NETTING UNDERSIDE OF ROOF STRUCTURE/LIGHT FIXTURE THROUGHOUT

D N

N G

U N

E O

G H

TRANSFORMER. SEE ELEC DRAWINGS.

LIGHT FIXTUES, SEE ELEC. DRAWINGS.

LIGHT FIXTURES, TYP. SEE ELECTRICAL

DRAWINGS.

GENERAL NOTES DRAWING NOTES

1. REFERENCE ELECTRICAL FOR MOUNTING HEIGHTS AND LOCATIONS FOR LIGHT

FIXTURES.

2. BIRD NETTING TO BE INSTALLED UNDER LIGHT FIXTURE, TYP. PROVIDE ZIPPERS

FOR ACCESS TO LIGHT FIXTURES AND OTHER ELECTRICAL EQUIPMENTS. REFER TO

SPECIFICATIONS 10 81 13.00 18 BIRD CONTROL DEVICES.

3. MATCH COLOR OF METAL FRAMING TO ROOF.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

DATE:

FILE PATH:

7/12/2018 1:46:12 PM

C:\Users\E3ENDHHC\Documents\AGES-DMMA-CF00_E3ENDHHC.rvt

A104

G P

K C -4

6A A

E G

R O

U N

D E

Q U

E N

O R

K D

Y O

R K, N Y

2 7

D es ig ne r

Au th or

C he ck er

2D S-

-B

3/32" = 1'-0"A104

1 REFLECTED CEILING PLAN

K D

N D

GROUND LEVEL

BOTTOM OF

STRUCTURE

15' - 0"

B A

A301

3" / 12" 3" / 12"

METAL FACIA, TYP.

METAL BUILDING SYSTM

STRUCTURE, TYP. SEE

STRUC DWGS.

STEEL STANDING SEAM

METAL ROOF, TYP.

DOWNSPOUTS AND GUTTERS,

TYP.

LIGHT FIXTURES, TYP. SEE

ELEC DWGS.

BIRD NETTING, TYP.

GROUND LEVEL

BOTTOM OF

STRUCTURE

15' - 0"

A301

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

DATE:

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C:\Users\E3ENDHHC\Documents\AGES-DMMA-CF00_E3ENDHHC.rvt

A201

N S

K C -4

6A A

E G

R O

U N

D E

Q U

E N

O R

K D

Y O

R K, N Y

2 7

D es ig ne r

Au th or

C he ck er

2D S-

-B

3/32" = 1'-0"A201

1 EAST ELEVATION

3/32" = 1'-0"A201

2 WEST ELEVATION

K D

N D

BOTTOM OF

STRUCTURE

15' - 0"

357 6 4 2 1

A301

STEEL STANDING SEAM

METAL ROOF, TYP.

SNOW GUARDS, TYP.

METAL BUILDING SYSTEM

STRUCTURE, TYP.

SEE STRUCTURAL DRAWINGS.

CONT. GUTTER, TYP.

GROUND LEVEL

BOTTOM OF

STRUCTURE

15' - 0"

3 5 76421

A301

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

DATE:

FILE PATH:

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A202

N S

K C -4

6A A

E G

R O

U N

D E

Q U

E N

O R

K D

Y O

R K, N Y

2 7

D es ig ne r

Au th or

C he ck er

2D S-

-B

3/32" = 1'-0"A202

1 NORTH ELEVATION

3/32" = 1'-0"A202

2 SOUTH ELEVATION

K D

N D

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

DATE:

FILE PATH:

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C:\Users\E3ENDHHC\Documents\AGES-DMMA-CF00_E3ENDHHC.rvt

A203

T I

K C -4

6A A

E G

R O

U N

D E

Q U

E N

O R

K D

Y O

R K, N Y

2 7

D es ig ne r

Au th or

C he ck er

2D S-

-B

K D

N D

BOTTOM OF

STRUCTURE

15' - 0"

3 5 76421

A301

A511

GROUND LEVEL

BOTTOM OF

STRUCTURE

15' - 0"

A301 A510

A510

INSTALL BIRD NETTING

UNDERSIDE OF LIGHT

FIXTURES, TYP.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

DATE:

FILE PATH:

7/12/2018 1:54:54 PM

C:\Users\E3ENDHHC\Documents\AGES-DMMA-CF00_E3ENDHHC.rvt

A301

N S

K C -4

6A A

E G

R O

U N

D E

Q U

E N

O R

K D

Y O

R K, N Y

2 7

D es ig ne r

Au th or

C he ck er

2D S-

-B

3/32" = 1'-0"A301

1 SECTION - EAST WEST

3/32" = 1'-0"A301

2 SECTION - NORTH SOUTH

K D

N D

4 1/2"

2 1/2" 1 1/2"

EXP. JT. CAP

GUTTER LAP LINE

(MIN. LAP = 2 1/2 INCH)

GUTTER END FITTED FLUSH

TO SLIP-IN SECTION

GUTTER END SECURED

TO RECEIVING SECTION

DOWNSPOUT

STANDOFF BRACKET COLOR

TO MATCH DOWNSPOUT

FACE OF STRUCTURE

8" 2"

1" 6"

0' - 3"

NOTE:

BRACKET AND SPACER TO BE THE SAME

METAL AND FINISH AS GUTTER FASTENERS

TO BE THE SAME COLOR AS GUTTER.

SCREWS ATTACHED TO FASCIA / STRUCTURE

CONTINUOUS GUTTER SCREEN

LOCATE OUTER LIP OF GUTTER 3/4 INCH

(MIN) BELOW PLANE OF ROOF SLOPE

GUTTER STRAP AT 3 FT O.C. MAX.

1/4 INCH X 2 INCHES GUTTER

BRACKET AT 3 FT O.C. MAX.

3/4 INCH TURN-UP

PERFORATED "Z"

RIDGE VENT FLASHING WITH Z

CLOSURES, TYP.

STEEL STANDING SEAM ROOFING ON

METAL FRAMING

ROOF CLIP 6 INCH FROM PANEL END

(TYP) WITH FASTENERS

SEALANT

METAL BUILDING SYSTEM STRUCTURE

GROUND LEVEL

BOTTOM OF

STRUCTURE

15' - 0"

A510

SEAM MOUNTED, BAR TYPE

SNOW GUARDS

STEEL STANDING SEAM METAL

ROOF,TYP.

METAL BUILDING SYSTEM, SEE

STRUCTURAL DRAWINGS.

PRE-FINISHED METAL GUTTER

A510

DOWN SPOUT

REFER TO CIVIL DRAWINGS FOR STORM

DRAIN CONNECTION DETAILS

BOLLARDS, REFER TO CIVIL DRAWINGS

A511

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A510

R O

O F

D L, M C

G U

I R E

B , N

Y O

R K

O R

K, N

2 7

Au th or

2D S-

-B

K C -4

6A A

E G

R O

U N

D E

Q U

1 1/2" = 1'-0"A510

1 LAP TYPE GUTTER EXP JOINT DTL (GEJ)

1 1/2" = 1'-0"A510

2 TYPICAL DOWNSPOUT PROFILE

1 1/2" = 1'-0"A510

3 TYPICAL GUTTER SECTION

1 1/2" = 1'-0"A510

5 TYPICAL RIDGE VENT DETAIL

3/4" = 1'-0"A510

4 PART SECTION - NORTH SOUTH

RIDGE/HIP TRIM

OFF-SET CLEAT

SEALNT APPLIED@ INTERSECTION

OF HEAD CLOSURE RTIM TO

VERTICAL PANEL LEG

PANEL CAP

PANEL CLIP

FASTENERS

(2)TWO PER CLIP

PANEL

NOTE:NO FASTNER

PENETRATIONS THROUGH

PANEL AT RIDGE

FASTENERS AT SEAMS

SELANT BED SANDWICHED

BETWEEN VERTICAL PANEL LEGS

CONTINUOUS NEOPRENE FOAM CLOSURE

TURN DOWN PANEL SEAM CAPS IN FIELD

#44 - 1/8" S.S. RIVETS

EDGE STIFFNER

GUTTER

SEE DETAIL 3/A510

OUTLET TUBE

DOWN SPOUTS

SEAM CAP

PANEL CLIP

PANEL

FASTENERS

(2) TWO PER CLIP

RAKE TRAIM

GABLE CLIP

FASTNER W NEOPRENE

WASHER/PRE-PAINTED

STAINLESS STEEL RIVET

@ EACH GABLE CLIP

OPTIONAL CONT.

SELF-ADHERING

NEOPRENE.

ADHERE TO LEG

HOLD-DOWN CLEAT

FIELD CLINCH 2" @

36" O.C. MAX.

FASTNERS

(2) TWO PER CLIP

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A511

R O

O F

D L, M C

G U

I R E

B , N

Y O

R K

O R

K, N

2 7

D es ig ne r

Au th or

C he ck er

2D S-

-B

K C -4

6A A

E G

R O

U N

D E

Q U

1 1/2" = 1'-0"A511

1 SSMR FIXED RIDGE

1 1/2" = 1'-0"A511

2 SSMR EXPANDING EAVE W GUTTER

1 1/2" = 1'-0"A511

3 SSMR RAKE W NEOPRENE CLOSURE

a b a b b a b a

W P

W P G

W P

J J

3 5 7

Mount

19'-0" AFG

LPHLP

3 5 7

B (Typ)

(Typ)

Mount

17'-6" AFG

(Typical for South and North Fixtures)

Mount

23'-0" AFG

(Typ for East and West Fixtures)

CAM

CAM CAM

CAM

(1) 2" CONDUIT

T-1

LP- 1

HLP- 6

HLP- 1

HLP- 2

HLP- 3

HLP- 5

LP- 2

LP- 3

LP- 5

LP- 6

LP- 4

HLP- 4

GENERAL NOTES

1. SEE SHTS. E-001 FOR ELECTRICAL LEGEND AND GENERAL NOTES.

2. MOUNT TYPE A FIXTURES VIA AIRCRAFT CABLE SUPPORTS, TWO PER FIXTURE.

3. SEE SHT. E503 FOR LIGHTING FIXTURE SCHEDULE.

4. RECEPTACLES SHALL BE MOUNTED 30" AFG.

5. ALL CONDUIT IN THE STORAGE FACILITY SHALL BE RIGID GALVANIZED STEEL CONDUIT.

6. ALL JUNCTION BOXES SHALL BE NEMA 4 TYPE.

7. SEE SHT. E-001 FOR WIRE SIZES LIMITATIONS FOR BRANCH CIRCUITS.

8. FIXTURE TYPE A SHALL BE PENDANT MOUNTED WITH RIGID STEM (ROD) SUPPORTS.

DRAWING KEY NOTES

1. MOUNT PHOTOCELL AT 17'-8" AFG. SEE SHT. E-503 FOR EXTERIOR LIGHTING CONTROL DETAIL.

2. PROVIDE TRAPEZE UNISTRUT SUPPORT FOR TRANSFORMER, SUPPORTED FROM THE STRUCTURE. MOUNT TRANSFORMER APPROX. 8'-0" AFG.

3. MOUNT PANELBOARDS TO THE STRUCTURAL COLUMN VIA UNISTRUCT TYPE SUPPORT SYSTEM.

4. MOMENTARY CONTACT SWITCHES FOR CONTROL OF LIGHTING FIXTURES THROUGH LIGHTING CONTACTORS. SUBSCRIPT DENOTES THE FIXTURES CONTROLLED. SEE

SHT. E-503 FOR INTERIOR LIGHTING CONTROL DETAIL.

5. POWER FOR FUTURE CAMERA POWER SUPPLY UNIT. TERMINATE WITH WIRE-NUTS IN JUNCTION BOX. MOUNT TO COLUMN AT 48" AFG.

6. JUNCTION BOX FOR FUTURE CAMERA SIGNAL (FIBER OPTIC) CABLE. RUN 1"C TO EACH JB FROM MAIN JUNCTION BOX IN KEYED NOTE 7. MOUNT TO COLUMN AT 48" AFG.

7. MAIN CAMERA SIGNAL JUNCTION BOX, MINIMUM SIZE OF 6"X6"X4". MOUNT TO COLUMN AT 36" AFG. ROUTE 1"C HOMERUNS FROM THIS JUNCTION BOX TO EACH OF THE

JUNCTION BOXES LOCATED AT THE CORNER COLUMNS REFERENCED BY KEYED NOTE 6.

8. ROUTE 2" RGS PVC COATED CONDUIT TO EXISTING BLDG FOR FUTURE CCTV CAMERAS SIGNAL CABLES. SEE CIVIL SHT. C-105 FOR CONTINUATION. TERMINATE CONDUIT IN EXISTING BLDG IN A 6"X6'X4" JUNCTION BOX, MOUNTED AT 48"AFF. COORDINATE THE EXACT LOCATION OF THE JUNCTION BOX WITH

MCGUIRE AFB BCE DEPT.

US Army Corps of Engineers ®

SHEET

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

C R

E101

N G

A N

D P

O W

D L, M C

G U

I R E

B , N

Y O

R K

O R

K, N

2 7

D es ig ne r

Au th or

C he ck er

2D S-

-B

K C -4

6A A

E G

R O

U N

D E

Q U

3/32" = 1'-0"E101

1 FLOOR PLAN -LIGHTING AND POWER PLAN

a b a a a a aaaaa b b b bbbb b b a a b b b b b b b b aaa aaa

0" 32'16'8'

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

SHEET

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

C R

E503

N G

T U R

H E D

A N

D D

D L, M C

G U

I R E

B , N

Y O

R K

O R

K, N

2 7

D es ig ne r

Au th or

C he ck er

2D S-

-B

K C -4

6A A

E G

R O

U N

D E

Q U

Lighting Fixture Schedule

Type Mark Description MFR (or Approved Equal) Lamp

Lamp Qty Voltage

Total Wattage Lumens/Lamp

Temp Color (K)

Mounting Type Mounting Ht Remarks

A LED Pendant Watertight Flextronics-Lusio Lighting Washdown Series 2.0 LED 2 Module

1 277 V 83 W 12112 lm 4000 Pendant 19'-0" AFG Provide with Ten Year Warranty

B LED Floodlight Luminaire Cooper Lighting-Lumark Night Falcon NFFLD LED 1 277 V 128 W 16932 lm 4000 Wall Various - See Floor Plans Provide with Top and Side Visor.

NOTES:

1. MOUNTING HEIGHTS ARE TO BE MEASURED FROM THE BOTTOM OF THE LIGHTING FIXTURES TO FINISHED FLOOR OR GRADE.

2. ALL LED FIXTURES SHALL BE PROVIDED WITH IES LM-79 & 80 REPORTS FOR APPROVAL. LED FIXTURES SHALL BE PROVIDED WITH A MINIMUM WARRANTY OF 5 YEARS, UNLESS OTHERWISE INDICATED.

NOTES:

1. COORDINATE THE CONTACTOR VOLTAGE WITH THAT OF THE BRANCH CIRCUITS

SERVING THE LIGHTING FIXTURES.

2. LIGHTING CONTACTORS SHALL BE LOCATED IN A NEMA 4 ENCLOSURE.

3. SWITCHES SHALL BE MOMENTARY CONTACT TYPE, NEMA 4 RATED.

4. LIGHTING CONTACTORS SHALL BE ELECTRICALLY OPERATED, MECHANICALLY HELD TYPE.

5. PROVIDE ONE LIGHTING CONTACTOR FOR EACH BRANCH CIRCUIT.

NOTES:

1. COORDINATE THE CONTACTOR VOLTAGE WITH THAT OF THE BRANCH CIRCUITS

SERVING THE LIGHTING FIXTURES.

2. LIGHTING CONTACTORS SHALL BE LOCATED IN A NEMA 4 ENCLOSURE.

3. H-O-A SWITCH SHALL BE NEMA 4 RATED.

SHEET

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

C R

E602

A R D

S C

D L, M C

G U

I R E

B , N

Y O

R K

O R

K, N

2 7

D es ig ne r

Au th or

C he ck er

2D S-

-B

K C -4

6A A

E G

R O

U N

D E

Q U

Notes: ALL OTHER BREAKER POSITIONS NOT IDENTIFIED, SHALL BE BREAKER SPACES.

Total Est. Demand Current: 9 A

Total Conn. Current: 9 A Communications 1000 VA 1000 VA Total Est. Demand: 7506 VA Receptacle 1800 VA 1800 VA Total Conn. Load: 7506 VA Lighting 4826 VA 4826 VA Load Classification Connected Load Estimated Demand Panel Totals

Total Amps: 9 A 9 A 9 A Total Load: 2464 VA 2523 VA 2523 VA

41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20

17 900 VA 18

15 900 VA 16

T-1 30 A 3 1000... 0 VA 1 20 A Spare 14

11 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 12 9 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 10 7 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 8 5 Lighting 20 A 1 747 VA 924 VA 1 20 A Exterior Lighting 6 3 Lighting 20 A 1 747 VA 924 VA 1 20 A Exterior Lighting 4 1 Lighting 20 A 1 747 VA 747 VA 1 20 A Lighting 2

CKT Load Name Trip Poles A B C Poles Trip Load Name CKT

Notes:

Enclosure: NEMA 3R Main Rating: 100A Mounting: Surface 4 MCB Rating: 100 A

Supply From: PAD MT TRANS 3 Mains Type: MCB Location: 480/277 Wye A.I.C. Rating: 14 KAIC

Branch Panel: HLP

Notes: ALL OTHER BREAKER POSITIONS NOT IDENTIFIED SHALL BE BREAKER SPACES.

Total Est. Demand Current: 8 A

Total Conn. Current: 8 A Total Est. Demand: 2800 VA

Communications 1000 VA 1000 VA Total Conn. Load: 2800 VA Receptacle 1800 VA 1800 VA Load Classification Connected Load Estimated Demand Panel Totals

Total Amps: 8 A 8 A 8 A Total Load: 1000 VA 900 VA 900 VA

41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 Spare 20 A 1 0 VA 16 13 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 14 11 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 12 9 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 10 7 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 8 5 Receptacle 20 A 1 360 VA 540 VA 1 20 A Receptacle 6 3 Receptacle 20 A 1 360 VA 540 VA 1 20 A Receptacle 4 1 CCTV CAMERA POWER SUPPLY UNITS 20 A 1 500 VA 500 VA 1 20 A CCTV CAMERA POWER SUPPLY UNITS 2

CKT Load Name Trip Poles A B C Poles Trip Load Name CKT

Notes: MAIN BREAKER TRIP AT 50A Enclosure: NEMA 3R Main Rating: 100 A Mounting: Surface 4 MCB Rating: 100 A

Supply From: T-1 3 Mains Type: MCB Location: 120/208 Wye A.I.C. Rating: 10 KAIC

Branch Panel: LP

NOTES:

1. INTERRUPTING RATINGS SHOWN ARE MINIMUM REQUIRED.

Sheets

A101 - SITE PLAN

A102 - FLOOR PLAN

A103 - ROOF PLAN

A104 - REFLECTED CEILING PLAN

A201 - ELEVATIONS

A202 - ELEVATIONS

A203 - PERSPECTIVES

A301 - SECTIONS

A510 - ROOF DETAILS

A511 - ROOF DETAILS

G001 - COVER SHEET

G002 - GENERAL NOTES, ABBREVIATIONS

AGES-DMMA-CF00_E3ENDHHC - Sheet - G002 - GENERAL NOTES, ABBREVIATIONS.pdf

Sheets

A101 - SITE PLAN

A102 - FLOOR PLAN

A103 - ROOF PLAN

A104 - REFLECTED CEILING PLAN

A201 - ELEVATIONS

A202 - ELEVATIONS

A203 - PERSPECTIVES

A301 - SECTIONS

A510 - ROOF DETAILS

A511 - ROOF DETAILS

G001 - COVER SHEET

G002 - GENERAL NOTES, ABBREVIATIONS

AGES-DMMA-CF00_E3ENDHHC - Sheet - G001 - COVER SHEET.pdf

Sheets

G001 - COVER SHEET

95% Structural Plans.pdf
01
02
03
04
05
06
07

A series 95% set.pdf

Sheets

A101 - SITE PLAN

A102 - FLOOR PLAN

A103 - ROOF PLAN

A104 - REFLECTED CEILING PLAN

A201 - ELEVATIONS

A202 - ELEVATIONS

A203 - PERSPECTIVES

A301 - SECTIONS

A510 - ROOF DETAILS

A511 - ROOF DETAILS

G001 - COVER SHEET

G002 - GENERAL NOTES, ABBREVIATIONS

AGES-DMMA-CF00_E3ENDHHC - Sheet - A102 - FLOOR PLAN.pdf

Sheets

A101 - SITE PLAN

A102 - FLOOR PLAN

A103 - ROOF PLAN

A104 - REFLECTED CEILING PLAN

A201 - ELEVATIONS

A202 - ELEVATIONS

A203 - PERSPECTIVES

A301 - SECTIONS

A510 - ROOF DETAILS

A511 - ROOF DETAILS

G001 - COVER SHEET

G002 - GENERAL NOTES, ABBREVIATIONS

AGES-DMMA-CF00_E3ENDHHC - Sheet - A103 - ROOF PLAN.pdf

Sheets

A103 - ROOF PLAN

AGES-DMMA-CF00_E3ENDHHC - Sheet - A104 - REFLECTED CEILING PLAN.pdf

Sheets

A101 - SITE PLAN

A102 - FLOOR PLAN

A103 - ROOF PLAN

A104 - REFLECTED CEILING PLAN

A201 - ELEVATIONS

A202 - ELEVATIONS

A203 - PERSPECTIVES

A301 - SECTIONS

A510 - ROOF DETAILS

A511 - ROOF DETAILS

G001 - COVER SHEET

G002 - GENERAL NOTES, ABBREVIATIONS

AGES-DMMA-CF00_E3ENDHHC - Sheet - A201 - ELEVATIONS.pdf

Sheets

A101 - SITE PLAN

A102 - FLOOR PLAN

A103 - ROOF PLAN

A104 - REFLECTED CEILING PLAN

A201 - ELEVATIONS

A202 - ELEVATIONS

A203 - PERSPECTIVES

A301 - SECTIONS

A510 - ROOF DETAILS

A511 - ROOF DETAILS

G001 - COVER SHEET

G002 - GENERAL NOTES, ABBREVIATIONS

AGES-DMMA-CF00_E3ENDHHC - Sheet - A202 - ELEVATIONS.pdf

Sheets

A101 - SITE PLAN

A102 - FLOOR PLAN

A103 - ROOF PLAN

A104 - REFLECTED CEILING PLAN

A201 - ELEVATIONS

A202 - ELEVATIONS

A203 - PERSPECTIVES

A301 - SECTIONS

A510 - ROOF DETAILS

A511 - ROOF DETAILS

G001 - COVER SHEET

G002 - GENERAL NOTES, ABBREVIATIONS

AGES-DMMA-CF00_E3ENDHHC - Sheet - A203 - PERSPECTIVES.pdf

Sheets

A101 - SITE PLAN

A102 - FLOOR PLAN

A103 - ROOF PLAN

A104 - REFLECTED CEILING PLAN

A201 - ELEVATIONS

A202 - ELEVATIONS

A203 - PERSPECTIVES

A301 - SECTIONS

A510 - ROOF DETAILS

A511 - ROOF DETAILS

G001 - COVER SHEET

G002 - GENERAL NOTES, ABBREVIATIONS

AGES-DMMA-CF00_E3ENDHHC - Sheet - A301 - SECTIONS.pdf

Sheets

A301 - SECTIONS

AGES-DMMA-CF00_E3ENDHHC - Sheet - A510 - ROOF DETAILS.pdf

Sheets

A101 - SITE PLAN

A102 - FLOOR PLAN

A103 - ROOF PLAN

A104 - REFLECTED CEILING PLAN

A201 - ELEVATIONS

A202 - ELEVATIONS

A203 - PERSPECTIVES

A301 - SECTIONS

A510 - ROOF DETAILS

A511 - ROOF DETAILS

G001 - COVER SHEET

G002 - GENERAL NOTES, ABBREVIATIONS

AGES-DMMA-CF00_E3ENDHHC - Sheet - A511 - ROOF DETAILS.pdf

Sheets

A101 - SITE PLAN

A102 - FLOOR PLAN

A103 - ROOF PLAN

A104 - REFLECTED CEILING PLAN

A201 - ELEVATIONS

A202 - ELEVATIONS

A203 - PERSPECTIVES

A301 - SECTIONS

A510 - ROOF DETAILS

A511 - ROOF DETAILS

G001 - COVER SHEET

G002 - GENERAL NOTES, ABBREVIATIONS

AGES-DMMA-CF00_E3ENDHHC - Sheet - A103 - ROOF PLAN.pdf

Sheets

A103 - ROOF PLAN

AGES-DMME-Elect 95%.pdf

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