2021-08-27_FPBB142001-B-3_Plans.pdf

Fort Drum Military Reservation

Contract No. W9133L-15-D-0004

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

Fort Drum, New York June 2021

Client Logo

FPBB142001

Construct Operations Space/MGCS Shelter

NEW YORK AIR NATIONAL GUARD

B-2 SUBMITTAL

PROJECT LOCATION MAP

PROJECT VICINITY MAP

PROJECT SITE

PROJECT SITE

Task Order No. W50S8N20F0014 HDR Project No. 10256943

B-3 SUBMITTAL

August 2021

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

N/A

G-001

SHEET INDEX

FPBB142001

I N D E X O F D R A W I N G S

GENERAL

G-000 COVER SHEET

G-001 SHEET INDEX

G-002 LEGEND & GENERAL NOTES

DEMOLITION

X-101 DEMOLITION PLAN & ELEVATION

X-102 EXISTING SITE UTILITY DEMOLITION PLAN

CIVIL

C-101 SITE ACCESS, STAGING & HAUL ROUTE

C-102 EXISTING CONDITIONS

C-103 SITE PLAN AND SEDIMENT & EROSION CONTROL PLAN

C-501 SITE AND SE&SC DETAILS

STRUCTURAL

S-100 STRUCTURAL NOTES

S-101 FOUNDATION PLAN

S-501 TYPICAL CONCRETE DETAILS

S-502 FOUNDATION DETAILS

ARCHITECTURAL

A-101 FLOOR PLAN

A-102 REFLECTED CEILING PLAN

A-104 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-301 PROPOSED BUILDING SECTIONS

A-302 PROPOSED BUILDING SECTIONS

A-501 WALL SECTIONS AND DETAILS

A-502 PLAN DETAILS

A-503 PLAN DETAILS

A-701 PARTITION, DOOR AND FINISH SCHEDULES

MECHANICAL

M-101 MECHANICAL FLOOR PLAN

M-201 MECHANICAL SECTIONS

M-301 MECHANICAL SCHEDULES

M-401 MECHANICAL DETAILS

FIRE PROTECTION

F-100 FIRE PROTECTION NOTES & LEGEND

F-101 FIRE PROTECTION & FIRE ALARM FLOOR PLAN

ELECTRICAL

E-001 ELECTRICAL NOTES & LEGEND

E-101 POWER PLAN

E-102 LIGHTING PLAN

E-501 ELECTRICAL DETAILS

TELECOMMUNICATIONS

ET-101 TELECOMMUNICATIONS PLAN

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

1" = 30'

G-002

LEGEND & GENERAL NOTES

FPBB142001

EXISTING SANITARY SEWER SERVICE LINE

EXISTING SANITARY SEWER MAIN

EXISTING UNDERGROUND ELECTRIC

EXISTING UNDERGROUND COMMUNICATION LINE

EXISTING PROPANE GAS LINE

EXISTING FIRE DEPARTMENT CONNECTION LINE

EXISTING GAS LINE

EXISTING STORM DRAINAGE LINE

EXISTING WATER SERVICE

EXISTING SANITARY MANHOLE

EXISTING MONITORING WELL

EXISTING ELECTRICAL VAULT

EXISTING WATER VALVE

EXISTING HYDRANT

EXISTING TRANSFORMER

EXISTING COMMUNICATION MANHOLE

EXISTING COMMUNICATION VAULT

EXISTING STORMWATER MANHOLE

EXISITNG BOLLARD

PROPOSED SANITARY SEWER SERVICE LINE

PROPOSED SANITARY SEWER CLEANOUT

PROPOSED SILT FENCE

PROPOSED SIDEWALK

SS

SF SF SF

GENERAL NOTES:

CIVIL NOTES:

1. IF PAVEMENT REMOVAL IS REQUIRED TO CONSTRUCT BUILDING ADDITION,

REMOVAL SHALL BE PERFORMED BY SAW CUT. EXTEND REMOVAL LINES TO

INCLUDE ANY ADJOINING BROKEN OR DETERIORATING PAVEMENT.

2. ALL DEMOLITION RUBBLE, DEBRIS, AND EXCESS SOILS SHALL BE PROMPTLY

REMOVED FROM THE SITE. STOCKPILED MATERIALS SHALL BE PLACED IN

APPROVED LOCATIONS WITHOUT INTERFERING WITH OTHER CONTRACTOR

WORK, OR WITH EXISTING DRAINAGE.

3. ALL SHORING AND TEMPORARY BRACING IS THE CONTRACTOR'S

RESPONSIBILITY.

4. THE VEHICLE ACCESS INTO THE EXISTING HANGER (10' x 16') WAS

ANTICIPATED BY THE ORIGINAL HANGER CONSTRUCTION. CONTRACTOR TO

VERIFY LOCATION. CONTRACTOR TO VERIFY THAT THE EXISTING HANGER

EXTERIOR WALL IS FRAMED AND STABLE PRIOR TO REMOVALS.

5. STRIP AND STOCKPILE SUFFICIENT EXISTING ORGANIC TOPSOILS FOR

RESPREADING AS REQUIRED ON DISTURBED AND REGRADED AREAS TO BE

ESTABLISHED AS LAWN AND FOR REPAIR OF EXISTING LAWNS ASSOCIATED

WITH STOCKPILE/LAYDOWN AREA.

6. ALL FILL/BACKFILL OF EXCAVATIONS AND VOIDS RESULTING FROM

REMOVALS AND RELATED WORK UNDER PROPOSED OR REPLACEMENT

PAVING AREAS SHALL ONLY BE COARSE AGGREGATE FILL OR SUBBASE

MATERIAL THOROUGHLY COMPACTED IN ACCORDANCE WITH THE TECHNICAL

SPECIFICATIONS OR SITE GEOTECH REPORT.

7. PROTECT ALL FACILITIES AND IMPROVEMENTS ON AND ADJOINING THE

PROPERTY WITH ARE NOT SPECIFICALLY IDENTIFIED FOR REMOVAL. VERIFY

LOCATIONS AND DEPTHS OF ALL SUBSURFACE UTILITIES TO REMAIN PRIOR

TO ANY ADJACENT REMOVAL AND EXCAVATION WORK.

8. ALL EXISTING FEATURES SHALL REMAIN UNLESS OTHERWISE NOTED. IF THE

CONTRACTOR DAMAGES ANY OF THE EXISTING ON-SITE FACILITIES TO

REMAIN, WHETHER SHOWN ON THE PLANS OR NOT, THE CONTRACTOR SHALL

REPAIR AND/OR REPLACE SUCH ITEMS AT HIS OWN EXPENSE AND ASSUME

ALL RESPONSIBILITY FOR SUCH DAMAGE WITHOUT ANY ADDITIONAL COST TO

THE OWNER. REPLACEMENT MATERIAL SHALL BE SAME QUALITY AND

QUANTITY AS ORIGINAL.

9. ALL NON-PAVED AREAS ARE TO BE LAWN UNLESS OTHERWISE NOTED.

10. CONTRACTOR SHALL BLEND NEW WORK SMOOTHLY AND EVENLY WITH

ADJACENT EXISTING LINES AND GRADES.

11. THIS ADDITION DOES NOT HAVE ANY PROPOSED RESTROOMS OR SINKS. AS

SUCH, THERE IS NO ANTICIPATED EXTERIOR UTILITY WORK FOR WATER OR

SANITARY SEWER. WATER FOR FIRE PROTECTION WILL BE PROVIDED

THROUGH CONNECTIONS FROM THE ADJACENT MECHANICAL ROOM.

ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS WILL BE MADE

THROUGH CONNECTIONS FROM THE ADJACENT ELECTRICAL ROOM. REFER

TO THE MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL PLANS.

12. EXTERIOR ELECTRICAL WORK IS ANTICIPATED TO RELOCATE THE EXISTING

COMMUNICATION PEDESTAL INSIDE THE PROPOSED MGCS SHELTER. REFER

TO THE ELECTRICAL PLANS FOR MORE INFORMATION.

13. EISA 438 IS NOT APPLICABLE TO THIS PROJECT SINCE THE PROPOSED

BUILDING FOOTPRINT DOES NOT EXCEED 5,000 SQUARE FEET. THE ORIGINAL

DESIGN OF THE MQ-9 LRE & HANGAR INCLUDED THE PROPOSED ADDITION AS

AN OPTION THAT WAS NOT EXECUTED, BUT ACCOUNTED FOR THE

IMPERVIOUS AREA OF THE ADDITION IN THE STORMWATER MANAGEMENT

DESIGN AT THE TIME.

14. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN

ALL REQUIRED EXCAVATION PERMITS, AS REFERENCED IN THE FORT DRUM

PUBLIC WORKS EXCAVATION PERMIT POLICY.

15. THE CONTRACTOR SHALL ADHERE TO THE FORT DRUM PUBLIC WORKS

AS-BUILT REQUIREMENTS WITH UTILITY STANDARDS.

ARCHITECTURAL NOTES:

1. THE ADDITION'S EXTERIOR METAL BUILDING ENVELOPE, INCLUDING

FENESTRATION AND TRIM SHALL MATCH THE COLOR, STYLE AND PATTERN

OF EXISTING ADJACENT CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY

PRIOR TO BID.

2. THE ADDITION'S METAL ROOFING AND SNOW GUARDS SHALL MATCH THE

EXISTING ADJACENT UTILITY ROOMS IN HEIGHT, SLOPE, PATTERN, COLOR

AND FINISH. CONTRACTOR SHALL FIELD VERIFY PRIOR TO BID.

3. THE CONTRACTOR SHALL ASSURE THAT THE FOLLOWING BUILDING

COMPONENTS ARE PROVIDED AND COORDINATED BY THE METAL BUILDING

FABRICATOR:

A. A CONTINUOUS AIR BARRIER IN COMPLIANCE WITH THESE

SPECIFICATIONS.

B. BUILDING FENESTRATION FEATURES COMPLIANT WITH THESE

SPECIFICATIONS (DOORS AND WINDOWS).

C. A PREFABRICATED ROOF PANEL SYSTEM PROVIDING A CONTINUOUS

THERMAL BARRIER.

D. COORDINATE PRIMARY STEEL FRAMING WITH GIRTS AND SUB-GIRTS AS

NEEDED TO ASSURE THAT THE ROOF LINES LINE UP AND ALL ROOFING

COMPONENTS ARE ANCHORED TO THE STRUCTURE.

E. A PREFABRICATED WALL PANEL SYSTEM TO PROVIDE A CONTINUOUS

THERMAL BARRIER.

F. WALL TO WALL, ROOF TO ROOF, AND ROOF TO WALL EXPANSION

JOINTS.

SHOULD THE CONTRACTOR DETERMINE TO ADDRESS ANY OF THE ABOVE

DIRECTLY, PROVISION AND COORDINATION OF THESE ITEMS WILL FALL ON

THE CONTRACTOR AND SHALL BE AT NO ADDITIONAL COST TO THE

GOVERNMENT.

4. ALL SIGNAGE SHALL COMPLY WITH THE FT DRUM SUPPLEMENT 420-1 SIGN

REGULATION.

A. ALL ROOMS SHALL BE PROVIDED WITH A ROOM NUMBER SIGN IN

COMPLIANCE WITH FD SUPL. 420.1. COORDINATE ROOM NUMBERS

WITH FT. DRUM PUBLIC WORKS.

B. ALL ROOMS SHALL BE PROVIDED WITH A ROOM IDENTIFICATION SIGN

IN COMPLIANCE WITH FD SUPL. 420-1

C. INTERIOR SIGNAGE SHALL BE IN COMPLIANCE WITH UFC 3-120-01

(THE FD STANDARD DESCRIBES THE SIZE AND MATERIAL FOR THE

ROOM NUMBER AND ROOM IDENTIFICATION SIGNS)

D. EXTERIOR SAFETY SIGNS SHALL COMPLY WITH AR 385-30, SAFETY

COLOR MARKINGS AND SIGNS

FIRE PROTECTION NOTES:

1. A 1 HOUR FIRE SEPARATION SHALL BE MAINTAINED BETWEEN THE EXISTING

HANGER AND THE NEW ADDITION. THE COILING VEHICLE ACCESS DOOR

SHALL BE A 45 MINUTE FIRE SHUTTER PROVIDED WITH A FUSIBLE LINK. THE

PERSONNEL DOOR SHALL BE FIRE PROOF SELF CLOSING WITH A 45 MINUTE

RATING.

ABBREVIATIONS:

A, AMP AMPERE

ACI AMERICAN CONCRETE INSTITUTE

AFF ABOVE FINISHED FLOOR

AIC AMPS INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

AWG AMERICAN WIRE GAGE

CFM CUBIC FEET PER MINUTE

CKT CIRCUIT

DOD DEPARTMENT OF DEFENSE

EF EXHAUST FAN

FC FOOT-CANDLES

FDECU FIELD DEPLOYABLE ENVIRONMENTAL CONTROL UNITS

FTU FLIGHT TRAINING UNIT

GC GENERAL CONTRACTOR

GND GROUND

GPM GALLONS PER MINUTE

GWB GYPSUM WALL BOARD

HDPE HIGH-DENSITY POLYETHYLENE

HVAC HEATING, VENTILATING, AND AIR CONDITIONG

KSI KILOPOUND PER SQUARE INCH

KVA KILOVOLT AMPERES

KW KILOWATT

LED LIGHT-EMITTING DIODE

LRE LAUNCH AND RECOVERY ELEMENT

LRFD LOAD AND RESISTANCE FACTOR DESIGN

LTG, LTS LIGHTING

MEP MECHANICAL, ELECTRICAL, AND PLUMBING

MGCS MOBILE GROUND CONTROL STATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

OCP OVER CURRENT PROTECTION

PSF POUND PER SQUARE FOOT

PSI POUND PER SQUARE INCH

PVC POLYVINYL CHLORIDE

RGS RIGID GALVANIZED STEEL

SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS'

NATIONAL ASSOCIATION

TOS TOP OF SLAB

UFC UNIFIED FACILITIES CRITERIA

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

VA VOLT AMPERE

VIF VERIFY IN FIELD

SUPR. ROOM

FIRE

HANGAR

REMOVE EXIST. DOOR

AND DOOR FRAME,

PATCH WALLS AS REQUIRED

SAW CUT EXIST. METAL

PANEL TO PROVIDE

14'-0" W x 10'-0" OPENING

REMOVE PART OF SIDEWALK,

SEE CIVIL DRAWINGS

15'-1"

11"

11"

7"

7"

8'-6"2'-0" 1'-5"

3'-4"

OPENING

2'-5" 14'-0"

OPENING

SUPR. ROOM

FIRE

HJ GK

'-0

15'-0"

1' -5

8'-7" 11"11" 2'-0" 4'-5" 1'-5"

'-5

40'-3"

1'-0"

REMOVE EXISTING

METAL WALL PANEL,

TYP.

EXISTING METAL

PANEL FACADE

REMOVE EXIST. DOOR,

DOOR FRAME AND

METAL WALL PANEL

HJ GK

ISSUE1

ISSUE2

ISSUE3

ISSUE4

ISSUE5

ISSUE6

ISSUE7

ISSUE8

ISSUE9

X-101

DEMOLITION PLAN AND ELEVATION

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

1 DEMOLITION FLOOR PLAN

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

NORTH

0 4' 8'2'

NOTE:

* REMOVE METAL WALL PANEL.

1 DEMOLITION - SOUTH ELEVATION

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

0 4' 8'2'

PROPOSED AREA OF

CONSTRUCTION

LIMITS

1" = 30'

X-102

EXISTING SITE UTILITY DEMOLITION PLAN

FPBB142001

1 EXISTING SITE UTILITY DEMOLITION PLAN

SCALE: 1" = 30'

NORTH

GENERAL NOTES:

1. PROPOSED AREA OF CONSTRUCTION LIMITS CONSISTS

PRIMARILY OF GRASS COVER. SOME DEMOLITION OF THE

EXISTING HANGAR WILL BE NECESSARY TO COMPLETE

CONSTRUCTION. REFER TO SHEET X-101 FOR THE EXISTING

HANGAR DEMOLITION PLAN & ELEVATION.

2. UTILITY, SURFACE, AND TOPOGRAPHIC SURVEY HAVE NOT

BEEN PERFORMED IN CONJUNCTION WITH THIS DESIGN. THE

UTILITY AND TOPOGRAPHIC DATA SHOWN ON THIS SHEET HAVE

BEEN RE-USED FROM PREVIOUS PLANS:

A. TOPOGRAPHY, SUB-SURFACE UTILITIES, AND ABOVE

GROUND FEATURES ARE TAKEN FROM THE "OVERALL SITE

GRADING, DRAINAGE, AND SWPPP PLAN & BLOWUP DETAIL"

SHEET C-102 FROM THE MQ-9 FLIGHT TRAINING UNIT HANGER

PROJECT #FPBB129050 (FY14), SHEET DATED 07-07-14.

B. TOPOGRAPHY SHOWN IS A COMBINATION OF SURVEYED

TOPOGRAPHY AND PROPOSED CONTOURS TAKEN FROM THE

AFOREMENTIONED SHEET C-102. THE SURVEYED

TOPOGRAPHY PORTION WAS PERFORMED BY BEARDSLEY

DESIGN ASSOCIATES, L.S., P.C. THERESA BOONVILLE ROME,

NY DATED 4/29/2010. ADDITIONAL SURVEY AND

TOPOGRAPHIC INFORMATION PROVIDED BY LAFAVE, WHITE &

MCGIVERN, L.S., DATED 6/5/2014.

3. BASED ON NOTE #1, EXISTING CONDITIONS UTILITY DATA

SHOWN ON THIS SHEET MAY BE INCOMPLETE OR INCORRECT.

OWNER AND A/E DO NOT CONFIRM THE COMPLETENESS OR

ACCURACY OF THE INFORMATION SHOWN. CONTRACTOR SHALL

PERFORM TOPOGRAPHIC AND UTILITY SURVEY PRIOR TO THE

START OF CONSTRUCTION TO VERIFY LOCATIONS, ELEVATIONS

AND INVERTS OF ALL EXISTING FEATURES, ABOVE AND BELOW

GROUND. CONTRACTOR SHALL NOTIFY THE COR IN THE EVENT

THAT SUBSEQUENT SURVEY REVEALS ANY CONFLICTS.

KEY NOTES:

REMOVE EXISTING SIDEWALK - APPROX. 180 SF1

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

SAW CUT AND REMOVE EXISTING ASPHALT PAVEMENT

FOR BUILDING ADDITION AND CONCRETE RAMP -

APPROX. 430 SF

RELOCATE EXISTING FIBER OPTIC CABINET INSIDE THE

NEW MGCS SHELTER. SEE SHEET ET-101 FOR NEW

LOCATION. THE FIBER OPTIC CABINET WILL BE

MOUNTED TO THE INTERIOR WALL.

EXTEND EXISTING UNDERGROUND CONDUITS AND

CONDUIT STUB UPS TO THE INTERIOR WALL OF THE

MGCS SHELTER FOR FUTURE USE.

GENERAL NOTES:

1. The underground utilities and features shown hereon have been located from above ground visible features and other available records and therefore their location should be considered approximate only. Other underground utilities and features may exist, either in service or abandoned, that are not indicated on this survey. Dig Safely New York (UFPO) should be contacted prior to performing any excavation activities.

2. The underground domestic water and natural gas utilities are plotted from information provided by Barber Corporation.

3. This as-built sketch was assembled by Aubertine and Currier, PLLC as requested by R.J. Ortlied Construction Co. Aubertine and Currier, PLLC did not perform any field location or verification for this as-built sketch.

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

1" = 30'

C-101

SITE ACCESS, STAGING & HAUL ROUTE

FPBB142001

1 SITE ACCESS, STAGING & HAUL ROUTE

SCALE: 1" = 30'

NORTH

KEY NOTES:

MAIN ENTRANCE TO

CONSTRUCTION SITE

2 CONSTRUCTION LIMITS = 2,600 SF

3 TEMPORARY STAGING/LAYDOWN

AREA = 2,300 SF

4 CONTRACTOR ACCESS/

HAUL ROUTE

5 PROPOSED BUILDING LOCATION

GENERAL NOTES:

1. UTILITY, SURFACE, AND TOPOGRAPHIC SURVEY

HAVE NOT BEEN PERFORMED IN CONJUNCTION

WITH THIS DESIGN. THE UTILITY AND TOPOGRAPHIC

DATA SHOWN ON THIS SHEET HAVE BEEN RE-USED

FROM PREVIOUS PLANS:

A. TOPOGRAPHY, SUB-SURFACE UTILITIES, AND

ABOVE GROUND FEATURES ARE TAKEN FROM

THE "OVERALL SITE GRADING, DRAINAGE, AND

SWPPP PLAN & BLOWUP DETAIL" SHEET C-102

FROM THE MQ-9 FLIGHT TRAINING UNIT HANGER

PROJECT #FPBB129050 (FY14), SHEET DATED

07-07-14.

2. BASED ON NOTE #1, EXISTING CONDITIONS

UTILITY DATA SHOWN ON THIS SHEET MAY BE

INCOMPLETE OR INCORRECT. OWNER AND A/E DO

NOT CONFIRM THE COMPLETENESS OR ACCURACY

OF THE INFORMATION SHOWN. CONTRACTOR

SHALL PERFORM TOPOGRAPHIC AND UTILITY

SURVEY PRIOR TO THE START OF CONSTRUCTION

TO VERIFY LOCATIONS, ELEVATIONS AND INVERTS

OF ALL EXISTING FEATURES, ABOVE AND BELOW

GROUND. CONTRACTOR TO NOTIFY COR IN THE

EVENT THAT SUBSEQUENT SURVEY REVEALS

ADDITIONAL UTILITY CONFLICTS.

1" = 30'

C-102

EXISTING CONDITIONS

FPBB142001

1 EXISTING CONDITIONS

SCALE: 1" = 30'

NORTH

GENERAL NOTES:

1. UTILITY, SURFACE, AND TOPOGRAPHIC SURVEY

HAVE NOT BEEN PERFORMED IN CONJUNCTION

WITH THIS DESIGN. THE UTILITY AND TOPOGRAPHIC

DATA SHOWN ON THIS SHEET HAVE BEEN RE-USED

FROM PREVIOUS PLANS:

A. TOPOGRAPHY, SUB-SURFACE UTILITIES, AND

ABOVE GROUND FEATURES ARE TAKEN FROM

THE "OVERALL SITE GRADING, DRAINAGE, AND

SWPPP PLAN & BLOWUP DETAIL" SHEET C-102

FROM THE MQ-9 FLIGHT TRAINING UNIT HANGER

PROJECT #FPBB129050 (FY14), SHEET DATED

07-07-14.

B. TOPOGRAPHY SHOWN IS A COMBINATION OF

SURVEYED TOPOGRAPHY AND PROPOSED

CONTOURS TAKEN FROM THE AFOREMENTIONED

SHEET C-102. THE SURVEYED TOPOGRAPHY

PORTION WAS PERFORMED BY BEARDSLEY

DESIGN ASSOCIATES, L.S., P.C. THERESA

BOONVILLE ROME, NY DATED 4/29/2010.

ADDITIONAL SURVEY AND TOPOGRAPHIC

INFORMATION PROVIDED BY LAFAVE, WHITE &

MCGIVERN, L.S., DATED 6/5/2014.

2. BASED ON NOTE #1, EXISTING CONDITIONS

UTILITY DATA SHOWN ON THIS SHEET MAY BE

INCOMPLETE OR INCORRECT. OWNER AND A/E DO

NOT CONFIRM THE COMPLETENESS OR ACCURACY

OF THE INFORMATION SHOWN. CONTRACTOR

SHALL PERFORM TOPOGRAPHIC AND UTILITY

SURVEY PRIOR TO THE START OF CONSTRUCTION

TO VERIFY LOCATIONS, ELEVATIONS AND INVERTS

OF ALL EXISTING FEATURES, ABOVE AND BELOW

GROUND. CONTRACTOR TO NOTIFY COR IN THE

EVENT THAT SUBSEQUENT SURVEY REVEALS

ADDITIONAL UTILITY CONFLICTS.

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

TEMPORARY

STOCKPILE &

LAYDOWN AREA

SF SF SF SF SF SF SF SF SF SF

SF

SF

SF

SF

SF

SFSFSFSFSFSFSFSFSFSF

SF

SF

SF

SF

TEMPORARY

STOCKPILE

STABILIZED

CONSTRUCTION

ENTRANCE

FPBB142001

MGCS

SHELTER

FFE 698.8

MAINTAIN 30' MIN. WIDE

TRAVEL LANE BETWEEN

SHELTER AND EXISTING

SOUTHERN EDGE OF

ASHPALT PAVEMENT

EXTEND EXISTING

SIDEWALK TO MATCH

SOUTHERN EDGE OF

SHELTER - 40 SF

15' LONG TRANSITION

RAMP TO MATCH EXISTING

ASPHALT PAVEMENT

ELEVATION - 240 SF

PROPOSED

BOLLARD (TYP.)

1" = 20'

C-103

SEDIMENT & EROSION CONTROL PLAN

SITE PLAN AND

FPBB142001

NORTH

GENERAL NOTES:

1. UTILITY, SURFACE, AND TOPOGRAPHIC SURVEY HAVE NOT

BEEN PERFORMED IN CONJUNCTION WITH THIS DESIGN. THE

UTILITY AND TOPOGRAPHIC DATA SHOWN ON THIS SHEET HAVE

BEEN RE-USED FROM PREVIOUS PLANS:

A. TOPOGRAPHY, SUB-SURFACE UTILITIES, AND ABOVE

GROUND FEATURES ARE TAKEN FROM THE "OVERALL SITE

GRADING, DRAINAGE, AND SWPPP PLAN & BLOWUP DETAIL"

SHEET C-102 FROM THE MQ-9 FLIGHT TRAINING UNIT HANGER

PROJECT #FPBB129050 (FY14), SHEET DATED 07-07-14.

B. TOPOGRAPHY SHOWN IS A COMBINATION OF SURVEYED

TOPOGRAPHY AND PROPOSED CONTOURS TAKEN FROM THE

AFOREMENTIONED SHEET C-102. THE SURVEYED

TOPOGRAPHY PORTION WAS PERFORMED BY BEARDSLEY

DESIGN ASSOCIATES, L.S., P.C. THERESA BOONVILLE ROME,

NY DATED 4/29/2010. ADDITIONAL SURVEY AND

TOPOGRAPHIC INFORMATION PROVIDED BY LAFAVE, WHITE &

MCGIVERN, L.S., DATED 6/5/2014.

2. BASED ON NOTE #1, EXISTING CONDITIONS UTILITY DATA

SHOWN ON THIS SHEET MAY BE INCOMPLETE OR INCORRECT.

OWNER AND A/E DO NOT CONFIRM THE COMPLETENESS OR

ACCURACY OF THE INFORMATION SHOWN. CONTRACTOR SHALL

PERFORM TOPOGRAPHIC AND UTILITY SURVEY PRIOR TO THE

START OF CONSTRUCTION TO VERIFY LOCATIONS, ELEVATIONS

AND INVERTS OF ALL EXISTING FEATURES, ABOVE AND BELOW

GROUND. CONTRACTOR TO NOTIFY COR IN THE EVENT THAT

SUBSEQUENT SURVEY REVEALS ADDITIONAL UTILITY

CONFLICTS.

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

SEE DETAIL

C-501

SITE AND SE&SC DETAILS

FPBB142001

SILT FENCE DETAIL

NOT TO SCALE8

STABILIZED CONSTRUCTION

ENTRANCE DETAIL

NOT TO SCALE9

SIDEWALK DETAIL

NOT TO SCALE6

ASPHALT & SIDEWALK JOINT DETAIL

NOT TO SCALE7

ASPHALT PAVEMENT EDGE DETAIL

NOT TO SCALE3

ASPHALT PAVEMENT DETAIL

NOT TO SCALE4

NOTES:

1. ALL DEPTHS OF PAVEMENT AND STONE ARE AFTER COMPACTION.

2. PROVIDE TACK COAT BETWEEN ASPHALT PAVEMENT LIFTS AND ALONG

INTERFACE BETWEEN ASPHALT PAVEMENT AND STRUCTURES.

NOTES:

1. PROVIDE 14" WIDE CONTROL JOINTS TOOLED OR SAWN, 1-1/2" DEPTH AT

SPACING EQUAL TO WIDTH OF SIDEWALK.

2. PROVIDE 12" WIDE EXPANSION JOINTS, FILLER AS SPECIFIED - RECESS AT 14"

FILL WITH SEALANT. EXPANSION JOINT SPACING NOT TO EXCEED 30'0" IN ANY

DIRECTION AND AT CONTACT WITH WALLS, DOORS, OR OTHER VERTICAL

SURFACES.

3. PROVIDE STIFF BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAFFIC

PIPE BEDDING DETAIL

NOT TO SCALE5

NOTES:

1. FOR EXCAVATION AND BEDDING MATERIAL, REFER TO EARTHWORK

SPECIFICATION.

PIPE UTILITY TRENCH DETAIL

NOT TO SCALE1

NOTES:

1. TRENCH DEPTHS, WIDTHS, SHEETING, SHORING, BRACING AND CUTBACK

SLOPES TO BE DETERMINED BY THE CONTRACTOR AND SHALL COMPLY WITH OSHA,

NEW YORK STATE DEPARTMENT OF LABOR, NEW YORK STATE INDUSTRIAL CODE

AND ALL OTHER APPLICABLE SAFETY STANDARDS.

2. PROVIDE TRACER WIRE 1'-0" ABOVE OUTSIDE DIAMETER OF UTILITY AND

DETECTABLE WARNING TAPE 1'-6" BELOW FINISHED GRADE.

3. PROVIDE TRACER WIRE TEST BOX EVERY 500 FEET EITHER FLUSH OR POLE

MOUNTED.

TYPICAL EXTERIOR CLEANOUT DETAIL

NOT TO SCALE2

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

SYMBOL

CONSTRUCTION SPECIFICATIONS

SILT FENCE

U.S. DEPARTMENT OF AGRICULTURE

NATURAL RESOURCES CONSERVATION SERVICE

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION

NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE

WOVEN WIRE FENCE

(MIN. 14 1/2 GAUGE

W/ MAX. 6" MESH

SPACING)

36" MIN. LENGTH FENCE

POSTS DRIVEN MIN. 16"

INTO GROUND.

HEIGHT OF FILTER

= 16" MIN.

8" MIN.

FLO

W

10' MAX. C. TO C.

5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN

4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.

FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.

FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.

2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-

LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,

OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES

"BULGES" DEVELOP IN THE SILT FENCE.

MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.

UNDISTURBED GROUND

EMBED FILTER CLOTH

A MIN. OF 6" IN GROUND.

4"

16"MIN.

WOVEN WIRE FENCE (MIN. 14 1/2

GAUGE W/ MAX. 6" MESH SPACING)

WITH FILTER CLOTH

36" MIN. FENCE POST

FLOW

COMPACTED SOIL

20"MIN.

PERSPECTIVE VIEW

SECTION VIEW

SYMBOL

CONSTRUCTION SPECIFICATIONS

STABILIZED

CONSTRUCTION

ENTRANCE

U.S. DEPARTMENT OF AGRICULTURE

NATURAL RESOURCES CONSERVATION SERVICE

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION

NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH

STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH

MUST BE REMOVED IMMEDIATELY.

SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL

IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.

STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS

6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-

5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING

POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE

4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT

2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE

1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

A 30 FOOT MINIMUM LENGTH WOULD APPLY).

3. THICKNESS - NOT LESS THAN SIX (6) INCHES.

ENTRANCE TO SITE.

RAIN.

OF STONE.

3' 5:1

PLAN VIEW

PROFILE

EXISTING

GROUND

FILTER

CLOTH

EXISTING

PAVEMENT

MOUNTABLE BERM

(OPTIONAL)

EXISTING

PAVEMENT

10'MIN.

10'MIN.

12'MIN.

50'MIN.

6"MIN.

EXISTING

GROUND

50'MIN.

12'MIN.

08/27/21

L K1 G F

6'-11"33'-2"

MGCS SHELTER

5' -0

"16'-0"

6' -1

0"

'-0

9'

-6

10'-7" 10'-2" 10'-7"

H

J

J.1

7.1

5.1

6.1

EXTERIOR WALLS:

PRE-ENGINEERED

INSULATED METAL

CONSTRUCTION, TYP.

PR

IM

AR

Y

ST

EE

L

FR

AM

IN

G

PR

IM

AR

Y

ST

EE

L

FR

AM

IN

G

30'-4"

BOLLARDS

SEE CIVIL

'-7

'-7

ROOF OUTLINE ABOVE

MGCS

115A

115C-OH

115D-OH

C1

A

EXISTING SITE

EQUIPMENT

TO REMAIN

CA115B

14'-0"

C1

2' -1

0"

3' -9

'-2

7'-8"

K 2'-4"6'-2"

3'-4" 3'-4"

7'-8"

'-8

3' -4

HANGAR

A

A 1' -6

L1

6'-0"

CLEAR MINIMUM

C1

C1

A-101

FLOOR PLAN

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

1 FIRST FLOOR PLAN

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

NORTH1

A-301

0 4' 8'2'

A-301

AR-201

AR-201

A-201

A-502

A-502

SIM

A-502

A-502

KEY NOTES:

1/2 INCH WIDE WALL TO WALL EXPANSION JOINT BY METAL BUILDING

FABRICATOR SIMILAR TO SMACNA ARCHITECTURAL SHEET METAL

MANUAL (7TH EDITION) FIGURE 5-7. PROVIDE SHOP DRAWING.

PARTITION SCHEDULE:

TYPE A - SHAFT WALL PARTITION USING A 6 INCH C-H STUD, A 1 INCH

SHAFT LINER, AND 5/8 INCH FIRE RATED GWB. THE PARTITION SHALL

EXTEND TO THE UNDERSIDE OF THE METAL DECK.

TYPE B - GWB PARTITION: 3-1/2 INCH METAL STUDS WITH 5/8 INCH GWB

B1: FULL HEIGHT WITH ABUSE RESISTANT GWB TO A HEIGHT OF 10 FT

TYPE C - GWB FURRING AT EXTERIOR WALL:

C1 : FULL HEIGHT: 5/8 INCH GWB SECURED TO 3-5/8 INCH METAL

STUDS NESTED BETWEEN THE GIRTS EXTENDING FULL HEIGHT

OF SHELTER. ABUSE RESISTANT GWB TO A HEIGHT OF 10 FT AFF.

C2 : TERMINATION ABOVE CEILING: NOT USED

TYPE D - GWB FURRING AT MASONRY WALL: NOT USED

TYPE E - LATRINE WALLS: NOT USED

PROVIDE 1/2 INCH SOFT JOINT, PREFORMED COMPRESSIBLE

CONTROL JOINT WITH COMPATIBLE SEALANT. EMSEAL OR EQUAL.

PROVIDE INTERIOR WALL VENT, 6 INCH SQUARE WITH GRILLE

AT 8 FT. AFF.

1/2 INCH WIDE FLOOR TO FLOOR EXPANSION JOINT, REFER TO

SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE 5-8B.

PROVIDE SHOP DRAWING

ANTENNA WALL PENETRATION, 4 INCH DIAMETER AT 5'-0" AFF. REFER

TO SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE 8-5.

OVERHEAD COILING DOOR TO BE SUPPLIED BY METAL BUILDING

FABRICATOR. PROVIDE FRAMING AND JAMB CLOSURES. PROVIDE

SHOP DRAWING.

PROVIDE FENESTRATION (DOORS AND WINDOWS) IN EXTERIOR

WALLS THROUGH METAL BUILDING FABRICATOR. PROVIDE SHOP

DRAWINGS.

EXTENDED METAL ROOF OVER ALLEY BY METAL BUILDING

FABRICATOR.

TUBULAR STEEL COLUMN BY METAL BUILDING FABRICATOR, SEE

STRUCTURAL.

A-502

A-502

FIRE

ROOM

ELEC.

ROOM

MECH.

ROOM

COMM.

L K1 G F

H

J

J.1

7.1

5.1

6.1

K HANGAR

L1

MGCS SHELTER

A-102

REFLECTED CEILING PLAN

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

1 REFLECTED CEILING PLAN

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

NORTH

A-301

0 4' 8'2'

A-302

A-201

A-201

A-201

7'-8" 8'-0" 8'-0" 7'-8"

9' -2

'-0

8' -7

/8

'-0

KEY NOTES:

EXTEND PURLINS THROUGH EXTERIOR WALL TO SUPPORT ROOF

EXTENSION, FLASH PENETRATION IN ACCORDANCE WITH SMACNA

ARCHITECTURAL SHEET METAL MANUAL FIGURE 8-7.

EXTENDED METAL ROOF OVER ALLEY BY METAL BUILDING

FABRICATOR.

EXPOSED PAINTED STEEL ROOF BEAM.

HUNG GWB CEILING AT 10 FT AFF.

5/8 INCH GWB CEILING ON 1-1/2 INCH FURRING CHANNELS.

TYP. FOR

THE ENTIRE

EAST WALL

K

J

F

'-3

40'-0"

SL

O

PE

:1

VI

F

GH

5' -2

5.1

6.1

7.1

J.1

EXISTING SNOW GUARD

PRE-ENGINEERED

STANDING SEAM

METAL ROOF TO

MATCH EXISTING

ADJACENT IN SLOPE

AND FINISH

EXISTING ROOF

SL

O

PE

:1

VI

F

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

A-104

ROOF PLAN

FPBB142001

2 ROOF PLAN

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

NORTH

0 4' 8'2'

A-201

A-201

A-302

A-301

A-301

KEY NOTES:

ROOF TO ROOF EXPANSION JOINT BY METAL BUILDING FABRICATOR.

REFER TO SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE

5-5. PROVIDE SHOP DRAWING.

PROVIDE CONTINUOUS SNOW GUARD TO MATCH EXISTING ADJACENT

PRODUCT IN SIZE, STYLE, LOCATION AND FINISH. SNOW GUARD SHALL

BE BY METAL BUILDING FABRICATOR. SNOW GUARDS SHALL BE

MECHANICALLY SECURED. PROVIDE SHOP DRAWING.

UNIT HEATER VENT AND FLASHING BY METAL BUILDING FABRICATOR.

REFER TO SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURES

8-1 AND 8-2. PROVIDE SHOP DRAWING.

METAL BUILDING FABRICATOR TO PROVIDE METAL GUTTER BOX TO

MATCH FASCIA. SIZE GUTTER IN ACCORDANCE WITH SMACNA

ARCHITECTURAL SHEET METAL MANUAL CHAPTER ONE. SECURE

AND FLASH IN ACCORDANCE WITH SMACNA DETAIL 1-19A.

5 PROVIDE DOWNSPOUTS SIZED AND INSTALLED IN ACCORDANCE

WITH SMACNA FIGURE 1-31, PLAIN ROUND.

K HJ.1

'-0

"13 '-1

0"

PRE-ENGINEERED METAL

ROOF TO MATCH

EXISTING ADJACENT IN

SLOPE AND FINISH

5' -0

ANTENNA WALL

PENETRATION COVER, TYP.

115B-OH

12"

2"

PRE-ENGINEERED

METAL SIDING TO

MATCH EXISTING ADJACENT

5.1 6.1 7.1

'-1

0"

PRE-ENGINEERED METAL ROOF TO

MATCH EXISTING ADJACENT IN

HEIGHT, SLOPE AND FINISH

5' -0

ANTENNA WALL

PENETRATION COVER, TYP.

1' -0

6'

-0

5' -6

'-0

12"

2"

PRE ENGINEERED

METAL SIDING TO

MATCH EXISTING

ADJACENT

5.16.17.1

'-1

0"

PRE-ENGINEERED

METAL ROOF TO

MATCH EXISTING

ADJACENT IN

HEIGHT, SLOPE AND

FINISH

EXISTING EGRESS

DOOR

A-201

EXTERIOR ELEVATIONS

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

1 SOUTH ELEVATION

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

0 4' 8'2'

2 WEST ELEVATION

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

0 4' 8'2'

3 EAST ELEVATION

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

0 4' 8'2'

A-3011

A-302

A-302

KEY NOTES:

1/2 INCH WIDE WALL TO WALL EXPANSION JOINT BY METAL BUILDING FABRICATOR SIMILAR TO SMACNA ARCHITECTURAL SHEET METAL MANUAL (7TH ADDITION) FIGURE

5-7. PROVIDE SHOP DRAWING.1

OVERHEAD COILING DOOR TO BE SUPPLIED BY METAL BUILDING FABRICATOR. PROVIDE FRAMING AND JAMB CLOSURES. PROVIDE SHOP DRAWING.

ANTENNA MOUNTING CONDUIT

METAL SOFFIT BY METAL BUILDING FABRICATOR AT 14 FT AFF. CONCEAL BEAMS AND PURLINS WITHIN METAL SOFFIT. PROVIDE SHOP DRAWING.

EXTEND PURLINS THROUGH EXTERIOR WALL TO SUPPORT ROOF EXTENSION, FLASH PENETRATION IN ACCORDANCE WITH SMACNA ARCHITECTURAL SHEET METAL

MANUAL FIGURE 8-7.

ROOF TO ROOF EXPANSION JOINT BY METAL BUILDING FABRICATOR. REFER TO SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE 5-5. PROVIDE SHOP DRAWING.

PROVIDE CONTINUOUS SNOW GUARD TO MATCH EXISTING ADJACENT PRODUCT IN SIZE, STYLE, LOCATION AND FINISH. SNOW GUARD SHALL BE BY METAL BUILDING FABRICATOR.

SNOW GUARDS SHALL BE MECHANICALLY SECURED. PROVIDE SHOP DRAWING.

ROOF TO WALL EXPANSION JOINT BY METAL BUILDING MANUFACTURER, REFER TO SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE 5-6 SIMILAR.

(VIF)

TYP. FOR THIS

ELEVATION

(VIF)

6'-0" MIN.

4 9

4 9

9 METAL BUILDING FABRICATOR TO PROVIDE METAL GUTTER BOX TO MATCH FASCIA. SIZE GUTTER IN ACCORDANCE WITH SMACNA ARCHITECTURAL SHEET METAL MANUAL

CHAPTER ONE. SECURE AND FLASH IN ACCORDANCE WITH SMACNA DETAIL 1-19A.

10 PROVIDE DOWNSPOUTS SIZED AND INSTALLED IN ACCORDANCE WITH SMACNA FIGURE 1-31, PLAIN ROUND.

ANTENNAE -

BY OWNER

GALVANIZED RIGID

CONDUIT SECURED

TO BUILDING, TYP.

DETAIL 6/A502

ANTENNAE

CABLE

ANTENNAE

CABLE

DETAIL 6/A502

GALVANIZED RIGID

CONDUIT SECURED

TO BUILDING, TYP.

ANTENNAE - BY

OWNER

Tectonic Copyright 2007

EXISTING

MQ-9 LRE

AND HANGAR

12"

2"

T.O. FIRST FLOOR

EL. 698'-10"

T.O. STEEL (EXISTING)

EL. 739'-4"

ALIGN W/ EXIST. STRUCTURE BEYOND

EL. 722'-2" VIF

T.O. NEW EXTERIOR WALL

EL. 712'-9" +/-

'-3

1 2"

'-0

METAL STANDING

SEAM ROOF ALIGN

WITH EXISTING

EXISTING METAL

PANEL FACADE

'-0

1 2"

FOUNDATION WALL

AND FOOTING, TYP.

SLAB ON GRADE

OUTLINE OF MGCS

'-0

FACE OF EXISTING

BUILDING BEYOND

MGCS SHELTER

5.16.17.1

'-2

CONTRACTOR TO VERIFY

EXISTING FRAMING AND

SUPPORT OF EXISTING

EXTERIOR WALL PRIOR

TO REMOVALS

T.O. EXISTING EXTERIOR WALL

EL. 713'-7" VIF

'-9

A-301

PROPOSED BUILDING SECTIONS

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

1 BUILDING SECTION 1

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

0 4' 8'2'

A-302

A-501

A-501

KEY NOTES:

2 COLUMN ENCASED IN GWB

HUNG GWB CEILING AT 10 FT AFF.

ABUSE RESISTANT GWB

'-0

J.1 K

PRE-ENGINEERED

METAL PANEL FACADE

1" RIGID INSULATION

GIRT BY METAL BDLG.

MANUFACTURER'S

DESIGN TO MEET NYS

WIND LOADING

STEEL

COLUMN

BEYOND

FACE OF

EXISTING

BUILDING

ALIGN NEW ROOF

WITH EXISTING

ROOF HEIGHT

STANDING SEAM METAL

ROOF

RIGID INSULATION

2 LAYERS

12" FIBERGLASS BATT

INSULATION, FACED

BETWEEN PURLINS

5/8" GYPSUM WALLBOARD

ON 1-1/2" FURRING

CHANNELS

H

REFER TO STRUCTURAL

FOR FOUNDATION DEPTH

9" FIBERGLASS BATT

INSULATION, R-30 MIN.

5/8" IMPACT- RESISTANT

GYPSUM WALLBOARD TO

A HEIGHT OF 10' AFF ON

3-5/8 INCH METAL STUDS

NESTED BETWEEN GIRTS

AND NORMAL GWB

EXTENDING TO CEILING

TWO (2) LAYERS 1-1/2"

RIGID INSULATION

A-302

PROPOSED BUILDING SECTIONS

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

1 BUILDING SECTION 2

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

0 4' 8'2'

A-301

A-501

KEY NOTES:

EXPOSED PAINTED STEEL ROOF BEAM.

ROOF TO ROOF EXPANSION JOINT BY METAL BUILDING FABRICATOR.

REFER TO SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE

5-5. PROVIDE SHOP DRAWING.

6'-0" MIN. VIF

3 REFER TO A-502 AND A-503 FOR BUILDING OVERHANG

Tectonic Copyright 2007

A-501

WALL SECTIONS AND DETAILS

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

A-503

A-503

A-701

T.O. FLOOR

EL. 698'-10"

B.O. EXIST. STRUCTURE

EL. 722'-2" VIF

T.O. STRUCTURE

EL. 712'-2"

A-301

SCALE:: 1/2"=1'-0"

WALL SECTION 0 42

SCALE IN FEET

'-4

'-0

'-0

A-503

STANDING SEAM

METAL ROOF, TYP.

STANDING SEAM

METAL ROOF, TYP.

5/8" GYPSUM WALLBOARD

ON 1-1/2" FURRING CHANNELS

STANDING SEAM

METAL ROOF, TYP.

BATT INSULATION

2 LAYERS RIGID

INSULATION

7.1

5.1

J.1

T.O. NEW EXTERIOR WALL

ALIGN WITH EXIST. ADJACENT BUILDING

A-301

SCALE:: 1/2"=1'-0"

WALL SECTION 0 42

SCALE IN FEET A-302

SCALE:: 1/2"=1'-0"

WALL SECTION 0 42

SCALE IN FEET

A-503

A-302

SCALE:: 1/2"=1'-0"

WALL SECTION 0 42

SCALE IN FEET

A-503

A-503

J.1

HANGAR

MGCS SHELTER

ACCESSWAY

HANGAR

SHELTER

MGCS STREET

SHELTER

MGCS

SHELTER

MGCSSTREET

SHELTER

MGCS

LINE OF RAMP,

SEE CIVIL DWGS.

1 HOUR FIRE RATED

CONSTRUCTION

5/8" IMPACT- RESISTANT GYPSUM WALLBOARD

TO A HEIGHT OF 10' AFF ON 3-5/8 INCH METAL

STUDS NESTED BETWEEN GIRTS AND NORMAL

GWB EXTENDING TO CEILING

A-502

PLAN DETAILS

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

A-101

SCALE:: 1"=1'-0"

PLAN DETAIL 2'1'0

SCALE IN FEETA-101

SCALE:: 1"=1'-0"

PLAN DETAIL 2'1'0

SCALE IN FEET

K

K

6.1

5.1

A-101

SCALE:: 1"=1'-0"

PLAN DETAIL 2'1'0

SCALE IN FEET

A-101

SCALE:: 1"=1'-0"

PLAN DETAIL 2'1'0

SCALE IN FEET

J J.1

5.15.1

EXISTING WALL

PERLIN

FIBERGLASS BATT

INSULATION MIN. R-30

MGCS SHELTER

HANGAR

SHAFT AREA

5/8" GWB OVER

6" C-H METAL STUD

1 HOUR FIRE RATED

CONSTRUCTION

1" LINER PANEL

1" RIGID INSULATION

5/8" GWB OVER

3-5/8" METAL STUD

STEEL COLUMN AND

METAL WALL PANEL (BY PRE-

ENGINEERED METAL

BLDG. MANUFACTURER)

K

7.1

A-101

SCALE:: 1"=1'-0"

PLAN DETAIL 2'1'0

SCALE IN FEET

FIRE STOPPING BY

METAL BUILDING

FABRICATOR

1 HOUR FIRE RATED

CONSTRUCTION

EXISTING HANGAR WALL

NEW BOX STUDS AND GWB

FINISH AT BUILDING OPENING

EXISTING HANGAR WALL

NEW BOX STUDS AND GWB

FINISH AT BUILDING OPENING

HORIZONTAL GIRTS BY METAL

BUILDING FABRICATOR

HORIZONTAL GIRTS

BY METAL BUILDING

FABRICATOR

9"

HORIZONTAL GIRTS BY METAL

BUILDING FABRICATOR

1 HOUR FIRE RATED

CONSTRUCTION

SIMILAR

KEY NOTES:

1/2 INCH WIDE WALL TO WALL

EXPANSION JOINT BY METAL BUILDING

FABRICATOR SIMILAR TO SMACNA

ARCHITECTURAL SHEET METAL

MANUAL (7TH EDITION) FIGURE 5-7.

PROVIDE SHOP DRAWING.

PROVIDE 1/2 INCH SOFT JOINT, PREFORMED

COMPRESSIBLE CONTROL JOINT WITH

COMPATIBLE SEALANT. EMSEAL OR EQUAL.

COLUMN ENCASED IN GWB

A-201

SCALE:: 1"=1'-0"

ANTENNAE MOUNT DETAIL 2'1'0

SCALE IN FEET

4" X 3 8" OUTRIGGER

4" X 6" CLIP ANGLE

PROVIDE CONNECTION TO TWO

HORIZONTAL GIRTS AT MINIMUM OF

6'-0" APART VERTICALLY

RIGID INSULATION

METAL BUILDING PANEL

1'-2" VIF

PROVIDE 2" CLEARANCE

PAST FASCIA/ROOF

RIGID CONDUIT

SEE ELEVATIONS FOR

LOCATION AND LENGTH

THROUGH BOLT

ANTENNA CABLE

CONTRACTOR TO PROVIDE

METAL CLOSURE TO MATCH

BUILDING FINISH

3 HOLE CABLE ENTRY BOOT

BY COMMSCOPE OAE

CONTRACTOR TO PROVIDE

METAL CLOSURE TO MATCH

BUILDING FINISH

TRIM ON ALL FOUR SIDES SET IN SEALANT

4" FEED THROUGH ENTRY PANEL,

5 12" X 5 12" CX101-157 BY COMMSCOPE OAE

NOTE:

BATT INSULATION, METAL STUDS NOT SHOWN FOR CLARITY

A-201

3'-4"

PIPE CLAMP

5'-0" ABOVE FLOOR

2'-0"

A-503

PLAN DETAILS

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

A-501

SCALE: 1"=1'-0"

SECTION DETAIL 4'2'0

SCALE IN FEET A-501

SCALE: 1"=1'-0"

SECTION DETAIL 4'2'0

SCALE IN FEET

7.1

5.1

A-501

SCALE: 1"=1'-0"

SECTION DETAIL 4'2'0

SCALE IN FEET

STANDING SEAM

METAL ROOF, TYP.

5/8" GWB OVER

6" C-H METAL STUD

STEEL COLUMN AND

BEAM BEYOND (BY PRE-

ENGINEERED METAL

BLDG. MANUFACTURER)

2 LAYERS 2" RIGID

INSULATION, MIN. R-20

FASTENED TO B-DECK

EXISTING BUILDING

EXTERIOR WALL

EXISTING BUILDING

EXTERIOR WALL

VAPOR BARRIER

B-DECK

FIBERGLASS BATT

INSULATION MIN. R-38

PERLIN

5/8" GWB ON 1-1/2"

FURRING CHANNELS

A-501

SCALE: 1"=1'-0"

SECTION DETAIL 4'2'0

SCALE IN FEET

5.1

A-501

SCALE: 1"=1'-0"

SECTION DETAIL 4'2'0

SCALE IN FEET

STANDING SEAM

METAL ROOF, TYP.

2 LAYERS 2" RIGID

INSULATION, MIN. R-20

FASTENED TO B-DECK

VAPOR BARRIER

B-DECK

PERLIN

JAMB TRIM

K

A-501

SCALE: 1"=1'-0"

SECTION DETAIL 4'2'0

SCALE IN FEET

METAL WALL PANEL BY

PRE-ENGINEERED METAL

BUILDING MANUFACTURER

1" RIGID INSULATION

FIBERGLASS BATT

NSULATION MIN. R-38

2 LAYERS 2" RIGID

INSULATION, MIN. R-20

FASTENED TO B-DECK

VAPOR BARRIER

B-DECK

GIRT

METAL FLASHING

WEATHERHEAD FASTENER

@ 12" O.C. TAPE SEALANT

CONTINUOUS SEALANT TAPE

WITH POP RIVIT AT 12" O.C.

MFR. STANDARD

RAKE FLASHING

CONTINUOUS CLEAT SET IN

SEALANT

5/8" GWB OVER

6" C-H METAL STUD

STEEL COLUMN AND BEAM,

SEE STRUC. DWGS.

EXPANSION JOINT COVER

(2) #14 HEX HEAD FASTENING

AT EACH GABLE HELTER

STANDING SEAM

METAL ROOF, TYP.

1/2 INCH EXPANSION JOINT

EXPANSION JOINT

EXISTING STANDING

SEAM ROOF

CONCRETE SLAB,

SEE STRUCTURAL DWGS.

1" LINER PANEL

2 LAYERS 1-1/2"

RIGID INSULATION

METAL WALL PANEL BY

PRE-ENGINEERED METAL

BUILDING MANUFACTURER

1" RIGID INSULATION

METAL FLASHING

NESTED 3-5/8 INCH STUDS AND

RUNNER WITH ABUSE RESISTANT GWB

9 INCHES FIBERGLASS

BATT INSULATION MIN. R-30

STANDING SEAM

METAL ROOF, TYP.

COMPACTED GRAVEL

T.O. FLOOR

EL. 100'-0"

CONCRETE FOUNDATION,

SEE STRUCTURAL DWGS.

CONCRETE FOOTING,

SEE STRUCTURAL DWGS.

CONCRETE FOUNDATION,

SEE STRUCTURAL DWGS.

CONCRETE FOOTING,

SEE STRUCTURAL DWGS.

GRADE

4" RESILIENT BASE

4" RESILIENT BASE

EXISTING

WALL

1" LINER PANEL

STEEL COLUMN AND BEAM,

SEE STRUC. DWGS.

HANGAR

K

HANGAR

EXISTING BUILDING

FOUNDATION WALL

AND FOOTING

METAL ROOF TO MATCH EXISTING

ADJACENT CONSTRUCTION,

SECURE TO STRUCTURE, TYP.

2 LAYERS 2" RIGID

INSULATION, MIN. R-20

FASTENED TO B-DECK

VAPOR BARRIER

FIBERGLASS BATT

INSULATION MIN. R-38

SEALANT

SOFFIT PANEL

P. T. WOOD BLOCKING

EAVE STRUT

GABLE EAVE

FLASHING

STEEL COLUMN AND

BEAM BEYOND (BY PRE-

ENGINEERED METAL

BLDG. MANUFACTURER)

1/2 INCH EXPANSION JOINT

SHELTER

MGCS

SHELTER

MGCS SHELTER

MGCS

SHELTER

MGCS

SHELTER

MGCS

REFER TO STRUCTURAL

DRAWINGS

CONTINUOUS

AIR BARRIER

CONTINUOUS

AIR BARRIER

CONTINUOUS

AIR BARRIER

PREFORMED

COMPRESSIBLE

CONTROL JOINT WITH

COMPATIBLE SEALANT

CONTINUOUS

AIR BARRIER

GIRT

CONTINUOUS AIR BARRIER

2'-0" OF RIGID INSULATION

AROUND PERIMETER, TYP.

10" MAX

1' -2

1'-2"

3' -0

" A .F

.F

A-701

PARTITION, DOOR AND FINISH SCHEDULES

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

7' -0

3'-0"

1"

1"

3'-4"

DOOR SCHEDULE

DOOR

NO.

RM.

NO.

ROOM NAME INT./

EXT.

DOOR FRAME FIRE

RATING

HDWR.

SET

(d)

REMARKS

DOOR

TYPE DOOR MAT.

DOOR

FINISH

DOOR

WIDTH

DOOR

HEIGHT THICK.

OPENING

NOMINAL SIZE

FRAME

TYPE

FRAME

MAT.

FRAME

FINISH

GLASS

TYPE

DETAILS

WIDTH HEIGHT JAMB HEAD SADDLE

115B 115 MGCS SHELTER INT A HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-2" SF HM PT-1 - 4 3 - 45 MIN HW

(d) REFER TO SPECIFICATION

SECTION 08 71 00.

115C-OH 115 MGCS SHELTER EXT B GALV STL PT-1 16'-0" 10'-0" 3/4" 14'-0" 10'-0" SF STL PT-1 - 8 9 - 0 HR N/A

115D-OH 115 MGCS SHELTER INT C GALV STL PT-1 14'-0" 10'-0" 3/4" 16'-0" 10'-0" SF STL PT-1 - 7 10 - 45 MIN N/A

115A 115 MGCS SHELTER EXT A HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-2" SF HM PT-1 - 6 5 - 0 HR HW

FRAME TYPE DOOR TYPE

SEE SCHEDULE

SE

E

SC

H

ED

U

LE

1 A B C

LOUVER

L1

2/3'1/3'0

SCALE IN FEET

A701

7' -2

A701

A7012

A701

A701

A7017'

-2

A-701

SCALE: 3"=1'-0"

JAMB DETAIL 2/3'1/3'0

SCALE IN FEET A-701

SCALE: 3"=1'-0"

JAMB DETAIL

2/3'1/3'0

SCALE IN FEET

A-701

SCALE: 3"=1'-0"

HEAD DETAIL

A-701

SCALE: 3"=1'-0"

HEAD DETAIL

1'-0"

A-701

SCALE: 3"=1'-0"

LOUVER SECTION DETAIL 2/3'1/3'0

SCALE IN FEET

A701

A-701

SCALE: 3"=1'-0"

JAMB DETAIL 2/3'1/3'0

SCALE IN FEET

METAL FLASHING

AND STILL TRIM

CEILING AT 10" AFF

TOP OF FRAME AT 7'-2" AFF

METAL PANEL

1' -0

/- 2"

DOOR

4-1/2" +/-

6" FRAME

INSULATE JAMB

2"

A-701

SCALE: 1/2"=1'-0"

HEAD COILING DOOR, INTERIOR CONDITION 4'2'0

SCALE IN FEET

EXTERIOR

1-

/1

6" DOOR

6" FRAME

2" 2"

2"

2/3'1/3'0

SCALE IN FEET

TRIM

METAL FLASHING

A-701

SCALE: 3"=1'-0"

JAMB DETAIL 2/3'1/3'0

SCALE IN FEET

A-701

SCALE: 3"=1'-0"

HEAD DETAIL 2/3'1/3'0

SCALE IN FEET

BUTYL TAPE

ABUSE RESISTANT GWB

SEALANT

1" RIGID INSULATION

OVERHEAD DOOR

METAL PANEL

'C' CHANNEL

FRAME

HEADER TRIM

BATT INSULATION

GIRT SUPPORT FOR COIL

OF DOOR

BATT

INSULATION

1" RIGID INSULATION

METAL BLDG. MFG. TO PROVIDE

ADDITIONAL BOX BEAM GIRT TO

STABILIZE DOOR HEAD. WELD

'C' TO GIRT

METAL PANEL

'C' CHANNEL FRAME

BUTYL TAPE

HEADER TRIM

FIRE

ROOM

ELEC.

ROOM

MECH.

ROOM

COMM.

L K1 G F

MGCS SHELTER

H

J

J.1

7.1

5.1

6.1

115A

115C-OH

115D-OH

115B

K HANGAR

L1

LV-1

12x12

140 CFM

UH-1

UH-2

EF-1

T

THERMOSTAT TO

UH-1 AND UH-2

MGCS

DUCTED FIELD

DEPLOYABLE

UNIT FOR MGCS (BY

OTHERS)

SUPPLY AND

RETURN AIR DUCT

BY OTHERS

DUCTED FIELD

DEPLOYABLE

UNIT FOR MGCS (BY

OTHERS)

M-101

MECHANICAL FLOOR PLAN

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

1 FIRST FLOOR PLAN

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

NORTH

0 4' 8'2'

GENERAL NOTES:

1. MGCS WILL BE PROVIDED WITH DEDICATED FIELD

DEPLOYABLE ENVIRONMENTAL CONTROL UNITS (FDECU) IN

ORDER TO MAINTAIN THE HEATING AND COOLING SETPOINTS

WITHIN THE UNIT.

SEQUENCE OF OPERATIONS:

EXHAUST FAN (EF-1)

RUN CONDITIONS - SCHEDULED:

THE UNIT SHALL RUN ACCORDING TO A USER DEFINABLE TIME

SCHEDULE IN THE FOLLOWING MODES:

· ENERGIZED MODE:

THE MOTORIZED DAMPER SHALL OPEN.

FAN:

THE FAN SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN,

UNLESS SHUTDOWN ON SAFETIES.

UNIT HEATERS (UH-1, UH-2)

RUN CONDITIONS - SCHEDULED:

THE UNIT SHALL RUN ACCORDING TO A USER DEFINABLE TIME

SCHEDULE IN THE FOLLOWING MODES:

· HEATING MODE:

THE UNIT SHALL MAINTAIN A 50°F (ADJ.) HEATING SETPOINT.

FAN:

THE FAN SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN,

UNLESS SHUTDOWN ON SAFETIES.

Mechanical 8/27/2021

J.1 K

T.O. FIRST FLOOR

EL. 100'-0"

T.O. NEW EXTERIOR WALL

EL. 113'-0"

ALIGN W/ EXIST. STRUCTURE BEYOND

EL. 123'-4"

H

DUCTED FIELD

DEPLOYABLE

UNIT FOR MGCS (BY

OTHERS)

MGCS SHELTER

UH-2

EF-1

M-201

MECHANICAL SECTIONS

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

1 SOUTH ELEVATION

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

0 4' 8'2'

M-301

MECHANICAL SCHEDULES

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

EXTERIOR WALL

EXTERIOR LOUVER

DAMPER

PROTECTION

SCREEN

WALL OPENING SHALL BE

FURNISHED AND INSTALLED

WITH A STAINLESS STEEL

INSECT SCREEN ON THE

INTERIOR OF THE LOUVER

LOW LEAK

MOTORIZED

DAMPER

INTAKE LOUVER DETAIL

SCALE: NOT TO SCALE

EXHAUST FAN

SECURE DUCT TO CURB

10 GA. SCREWS AT 12" CC

(MINIMUM 2 PER SIDE)

INSULATED CURB

WALL

MOTORIZED BACKDRAFT

DAMPER (SECURE DAMPER TO

CURB IF FAN IS NOT DUCTED)

10 GA. SCREWS AT 12" CC

(MINIMUM 2 PER SIDE).

SECURE DUCT TO WALL

CONSTRUCTION OR

CURB (AIR TIGHT)

WALL MOUNTED EXHAUST FAN DETAIL

SCALE: NOT TO SCALE

HANGING SUPPORT

GAS FIRED UNIT HEATER DETAIL

SCALE: NOT TO SCALE

UNIT HEATER

TYPE B GAS VENT

UNION

CAP

BALL VALVE

GAS CONTROL VALVE

M-401

MECHANICAL DETAILS

FPBB142001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB142001 CONSTRUCT OPERATIONS SPACE /

MGCS SHELTER

FORT DRUM MILITARY RESERVATION, NY

ANTHONY BROZIER

10256943

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MEP

FIRE PROTECTION

CYBERSECURITY

B-3 SUBMISSION27 AUG 20213

B-2 SUBMISSION8 JUN 20212

B-1 SUBMISSION20 APR 20211

A. BROZIER

J. JAECKEL

A. STANISCIA

I. DENHOLM

D. SPENCER

E. SHOWALTER

J. MONFORTON

NOT TO SCALE

F-100

FIRE PROTECTION NOTES & LEGEND

FPBB142001

FIRE ALARM GENERAL NOTESFIRE PROTECTION/SUPPRESSION GENERAL NOTES

1. PROVIDE CODE COMPLIANT COMBINE FIRE ALARM AND MASS

NOTIFICATION SYSTEM IN THE HANGAR ADDITION. INSTALL FIRE

ALARM / MASS NOTIFICATION EQUIPMENT AS NEEDED TO CONNECT

TO EXISTING SYSTEMS. PROVIDE MANUAL PULL STATIONS AT ALL

EXITS. PROVIDE OCCUPANT NOTIFICATION COMPLYING WITH NFPA

72. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH

APPLICABLE EDITIONS OF NFPA 70, NFPA 72, NFPA 101, UFC 3-600-01

AND UFC 4-021-01. CERTIFICATE OF FINAL INSPECTION SHALL BE

PROVIDED BY THE CONTRACTOR AT COMPLETION OF PROJECT

AND PRESENTED TO THE CONTRACTING OFFICER.

2. FURNISH AND INSTALL ALL COMPONENTS TO COMPLETE A

FUNCTIONAL SYSTEM IN THE NEW ADDITION AS INDICATED ON

CONTRACT DOCUMENTS AND AS EVIDENTLY INTENDED.

DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE

GENERAL ARRANGEMENTS OF SYSTEMS AND SCOPE OF WORK.

CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT AND WIRING

AS REQUIRED ACCOMPLISHING THE FUNCTIONS INTENDED.

3. COORDINATE WORK WITH THE WORK OF OTHER TRADES.

RESOLVE ALL CONFLICTS THROUGH THE A/E PRIOR TO ROUGH-IN.

FAILURE TO COORDINATE WORK WITH OTHER TRADES SHALL NOT

BE CAUSE FOR ADDITIONAL COMPENSATION AND MAY RESULT IN

REJECTION OF CONTRACTOR'S WORK.

4. THE QUANTITY AND PLACEMENT OF VISUAL NOTIFICATION DEVICES

IS DEPENDENT UPON CANDELA RATING. DEVICE PLACEMENT

SHOULD BE BASED UPON NFPA 72 CHAPTER 18.5.5.4.

5. FIRE ALARM / MASS NOTIFICATION CONTROL UNIT SHALL TRANSMIT

SIGNALS AS CURRENTLY PROGRAMMED.

6. MATERIALS SHALL BE NEW AND SUITABLE FOR THE APPLICATION

INTENDED. MATERIALS SHALL BEAR LABELS OR MARKINGS

INDICATING THIRD PARTY TESTING LABORATORY LISTINGS

ACCEPTABLE TO AUTHORITY HAVING JURISDICTION.

7. CABLES SHOULD BE INSTALLED IN METAL RACEWAYS. METALLIC

RACEWAYS, CONDUIT, BACK BOXES, AND JUNCTION BOXES SHALL

BE PAINTED RED.

8. RACEWAY SHALL BE CONCEALED IN FINISHED SPACES. RACEWAY

SHALL BE RUN PERPENDICULAR OR PARALLEL TO THE BUILDING'S

STRUCTURAL COMPONENTS. JUNCTION BOXES INSTALLATION

SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES.

9. CONDUCTORS SHALL BE IDENTIFIED AT EACH JUNCTION BOX,

OUTLET BOX, CABINET, ETC., WITH VINYL SELF-ADHESIVE TAGS

INDICATING PANEL AND CIRCUIT NUMBER AND OTHER

APPROPRIATE INFORMATION.