2021-08-27_FPBB162001-B-3_Plans.pdf

Fort Drum Military Reservation 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

FPBB162001

Construct MQ-9 Shops Flight Training Unit

NEW YORK AIR NATIONAL GUARD

B-2 SUBMITTAL

PROJECT LOCATION MAP

PROJECT VICINITY MAP

PROJECT SITE

PROJECT SITE

Contract No. W9133L-15-D-0004 Task Order No. W50S8N20F0014 HDR Project No. 10256943

B-3 SUBMITTAL

August 2021

1" = 30'

G-001

SHEET INDEX

FPBB162001

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

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-103 FURNITURE LAYOUT

A-104 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-301 PROPOSED BUILDING SECTIONS

A-501 WALL SECTIONS AND DETAILS

A-502 PLAN DETAILS

A-503 PLAN DETAILS

A-601 PARTITION, DOOR AND FINISH SCHEDULES

MECHANICAL

M-101 MECHANICAL FLOOR PLAN

M-201 MECHANICAL SECTIONS

M-301 MECHANICAL SCHEDULES

M-401 MECHANICAL DETAILS

M-402 MECHANICAL DETAILS

M-403 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 B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

G-002

LEGEND & GENERAL NOTES

FPBB162001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

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. 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.

5. 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.

6. 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.

7. 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.

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

9. CONTRACTOR SHALL BLEND NEW WORK SMOOTHLY AND EVENLY WITH

ADJACENT EXISTING LINES AND GRADES.

10. 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.

11. EXTERIOR ELECTRICAL WORK IS ANTICIPATED TO RELOCATE THE EXISTING

COMMUNICATION PEDESTAL INSIDE THE PROPOSED MGCS SHELTER. REFER

TO THE ELECTRICAL PLANS FOR MORE INFORMATION.

12. 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.

13. 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.

14. 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

TOOL CAGE

HANGAR

RELOCATE EXISTING

PANELS

REMOVE EXIST. WALL TO CREATE

3'-4" W x 7'-2" OPENING, TYP.

REMOVE EXIST. METAL

WALL PANEL, TYP.

1'-0" 7'-0"

8'-0"

9'-2" 11"

SUPR. ROOM

FIRE

F E CDG

1' -5

'-5

11"

8'-0"

1'-0"

40'-6"

11"

REMOVE EXIST. METAL

WALL PANEL, TYP.

EXISTING METAL

PANEL FACADE

9'-2"6"

F E CDG

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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--

X-101

DEMOLITION PLAN AND ELEVATION

FPBB162001

2 DEMOLITION FLOOR PLAN

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

NORTH

0 4' 8'2'

0 4' 8'2'

1 DEMOLITION - SOUTH ELEVATION

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

PROPOSED AREA OF

CONSTRUCTION

LIMITS

1" = 30'

X-102

EXISTING SITE UTILITY DEMOLITION PLAN

FPBB162001

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.

KEY NOTES:

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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 AS NEEDED - APPROX. 25 SF

1" = 30'

C-101

SITE ACCESS, STAGING & HAUL ROUTE

FPBB162001

1 SITE ACCESS, STAGING & HAUL ROUTE

SCALE: 1" = 30'

NORTH

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

KEY NOTES:

MAIN ENTRANCE TO

CONSTRUCTION SITE

2 CONSTRUCTION LIMITS =2,575 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.

C-102

EXISTING CONDITIONS

FPBB162001

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

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

TEMPORARY

STOCKPILE &

LAYDOWN AREA

SF SF SF SF SF SF SF SF SF SF SF

SF

SF

SF

SF

SFSFSFSFSFSFSFSFSFSFSF

SF

SF

SF

SF

TEMPORARY

STOCKPILE

STABILIZED

CONSTRUCTION

ENTRANCE

FPBB162001

MQ-9 SHOPS

FTU

PROPOSED 6' WIDE

SIDEWALK - 335 SF

SF SF SF SF SF SF SF

SF

SF

SF

SF

SF SF SF

4' WIDE RIP RAP

DIAPHRAGM

ALONG SOUTHERN

EDGE OF ROOF

USE 6" DIA. RIP

RAP, 12" DEEP

1" = 20'

C-103

SEDIMENT & EROSION CONTROL PLAN

SITE PLAN AND

FPBB162001

NORTH

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

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.

SEE DETAIL

C-501

SITE AND SE&SC DETAILS

FPBB162001

SILT FENCE DETAIL

NOT TO SCALE5

STABILIZED CONSTRUCTION

ENTRANCE DETAIL

NOT TO SCALE6

SIDEWALK DETAIL

NOT TO SCALE3

ASPHALT & SIDEWALK JOINT DETAIL

NOT TO SCALE4

ASPHALT PAVEMENT EDGE DETAIL

NOT TO SCALE1

ASPHALT PAVEMENT DETAIL

NOT TO SCALE2

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

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

H G F E D

CLOSET

SUPPLY

VESTIBULE

OFFICE

NCO

OFFICE

OIC

OFFICE

OPEN

8'-1"

6' -8

'-6

'-0

'-1 01 2"

9'-1"21'-8"

39'-9"

'-4

7' -6

7.1

6.1

5.1

F.1

18'-10" 17'-2"

'-9

'-9

ROOF OUTLINE

ABOVE

PR

IM

AR

Y

ST

EE

L

FR

AM

IN

G

PR

IM

AR

Y

ST

EE

L

FR

AM

IN

G

PR

IM

AR

Y

ST

EE

L

FR

AM

IN

G

110A

114A

114B

B

A

B

B

B

W1W1

W1

W1

3' -6

3' -0

3'-0"

2'-4"

C

C

D

A A

ROOM

ELEC.

ROOM

MECH.

ROOM

COMM.

TOOL CAGE

101102

HANGAR

SUPR. ROOM

FIRE

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

FLOOR PLAN

FPBB162001

A-301

1 FIRST FLOOR PLAN

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

NORTH

0 4' 8'2'

A-201

A-201

A-301

A-502

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:

ALL STUDS AND FURRING CHANNELS SHALL BE SPACE AT 16 INCHES OC UNLESS OTHERWISE

NOTED. PROVIDE VINYL BASE WITH TYPE A THROUGH D PARTITIONS.

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: NOT USED

B2: GWB TERMINATES 1'-0" ABOVE CEILING.

TYPE C - GWB FURRING AT EXTERIOR WALL:

C1 : FULL HEIGHT: NOT USED

C2 : TERMINATION ABOVE CEILING: 5/8" GWB SECURED TO 3-5/8" METAL STUDS NESTED

BETWEEN GIRTS AND EXTENDING ONE FOOT ABOVE CEILING.

TYPE D - GWB FURRING

D1: D1 NOT USED

D2: 2-1/2 INCH STUDS WITH 5/8" GWB TERMINATING 1'-0" AFF.

TYPE E - LATRINE WALLS: NOT USED

PROVIDE 1/2 INCH SOFT JOINT, PREFORMED COMPRESSIBLE

CONTROL JOINT WITH COMPATIBLE SEALANT. EMSEAL OR EQUAL.

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

SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE 5-8B.

PROVIDE SHOP DRAWING.

COLUMN ENCASED IN GWB.

PROVIDE FENESTRATION (DOORS AND WINDOWS) IN EXTERIOR

WALLS THROUGH METAL BUILDING FABRICATOR. PROVIDE SHOP

DRAWINGS.

5 TYP.

1' -6

8" T

YP

.4 TYP.

5 TYP.

A-502

1'-6"

8'-6"

1 SIMILAR

SUPR. ROOM

FIRE

ROOM

ELEC.

ROOM

MECH.

ROOM

COMM.

H G F E D

7.1

6.1

5.1

F.1

CLOSET

61 SQFT

SUPPLY

VESTIBULE

130 SQFT

OFFICE

165 SQFT

NCO

OFFICE

165 SQFT

OIC

OFFICE

1,051 SQFT

OPEN

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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-102

REFLECTED CEILING PLAN

FPBB162001

A-301

1 REFLECTED CEILING PLAN

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

NORTH

0 4' 8'2'

AR-201

AR-201

A-301

CEILING 10'-0" AFF

SA DIFFUSER, SEE MECH.

FCUs, SEE MECH.

FIRE

ROOM

ELEC.

ROOM

MECH.

ROOM

COMM.

H G F E D

CLOSET

SUPPLY

VESTIBULE

OFFICE

NCO

OFFICE

OIC

OFFICE

OPEN

7.1

6.1

5.1

F.1

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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-103

FURNITURE LAYOUT

FPBB162001

1 FIRST FLOOR FURNITURE PLAN

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

NORTH

0 4' 8'2'

7.1

5.1

6.1

39'-4"

SL

O

PE

:1

'-2

EXISTING SNOW GUARD

ROOF TO ROOF

EXPANSION JOINT

PRE-ENGINEERED

METAL ROOF TO

MATCH EXISTING

ADJACENT IN SLOPE

AND FINISH

EXISTING ROOF

A-104

ROOF PLAN

FPBB162001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

32'1 ROOF PLAN

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

NORTH

0 4' 8'2'

AR-201

AR-201

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.

MECHANICAL VENT THROUGH ROOF, FLASHING BY METAL BUILDING

FABRICATOR. PROVIDE SHOP DRAWING.

MATCH HEIGHT, SLOPE AND FINISH OF EXISTING ADJACENT ROOF.

E DG F F.1

'-4

PRE ENGINEERED

METAL SIDING TO

MATCH EXISTING

ADJACENT

ROOF TO ROOF

EXPANSION JOINT

EXISTING ROOF

PRE-ENGINEERED

METAL ROOF TO

MATCH EXISTING

ADJACENT IN SLOPE

AND FINISH

EXPANSION JOINT

AND CLOSURE

57.1

12"

2"

5.16.1

PRE ENGINEERED

METAL SIDING TO

MATCH EXISTING

ADJACENT

'-4

FACE OF EXISTING

HANGAR WALL

WALL TO WALL

EXPANSION JOINT

ROOF TO WALL

EXPANSION JOINT

VIF

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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-201

EXTERIOR ELEVATIONS

FPBB162001

1 SOUTH ELEVATION

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

0 4' 8'2'

2 EAST ELEVATION

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

0 4' 8'2'

A-301

A-301

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.

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

SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE 5-6

SIMILAR.

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.

MATCH HEIGHT, SLOPE AND FINISH OF EXISTING ADJACENT ROOF.

5 SIMILAR

REFER TO A-601 FOR

WINDOW DETAILS

7' -2

EXISTING FTU

LRE HANGAR

12"

2"

T.O. FIRST FLOOR

EL. 698'-9"

T.O. STEEL (EXISTING)

EL. 738'-4 1/2"

ALIGN W/ EXIST. STRUCTURE BEYOND

EL. 722'-9" +/- VIF

T.O. NEW EXTERIOR WALL

EL. 713'-0" +/- VIF

'-3

'-1

0"

METAL STANDING

SEAM ROOF

EXISTING METAL

PANEL FACADE

9' -9

FOUNDATION WALL

AND FOOTING

SLAB ON GRADE

SEE STRUCTURAL

AND MECHANICAL

FOR ADDITIONAL

INFORMATION

'-0

SUSPENDED CEILING

AND SUPPORTS

NCO

OFFICE

5.16.17.1

FOOTING BEYOND

OIC

OFFICE

1' -0

TY

P.

OFFICE

OPEN TO BEYOND

1-HR FIRE

RATED

DOOR

VINYL INSULATION COVER

AND AIR BARRIER

EXPANSION JOINT

GWB EXTEND 1'

OVER CEILING

3 INCH CONTINUOUS

RIGID INSULATION AND

VAPOR BARRIER

VIF

F F.1 E D

OIC

OFFICE

OPEN

OFFICE

'-0

1' -0

TY

P.

STANDING SEAM METAL

ROOF

12" FIBERGLASS BATT

INSULATION, FACED

BETWEEN PURLINS (R-30)

STEEL COLUMN

BEYOND

FACE OF EXISTING

BUILDING

SUSPENDED CEILING

AND SUPPORTS

FOOTING BEYOND

VINYL INSULATION

COVER AND AIR

BARRIER

CONTINUOUS INSULATED

METAL PANEL ROOF WITH

RIGID INSULATION (R-20)

FURNITURE IS NIC

3 INCH CONTINUOUS

RIGID INSULATION AND

VAPOR BARRIER

TYPE D2

PARITITION

PRE-ENGINEERED

METAL PANEL FACADE

1" RIGID INSULATION

9" FIBERGLASS BATT

INSULATION, R-30 MIN.

GIRT BY METAL BDLG.

MANUFACTURER'S

DESIGN TO MEET NYS

WIND LOADING

5/8" GWB ON 3-5/8"

METAL STUDS AND

RUNNER NESTED

BETWEEN GIRTS.

GWB TERMINATES

AT 1'-0" AFF

TWO (2) LAYERS 1 12"

RIGID INSULATION

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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-301

PROPOSED BUILDING SECTIONS

FPBB162001

A-101

1 BUILDING SECTION 1

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

0 4' 8'2'

2 BUILDING SECTION 2

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

0 4' 8'2'

A-301

A-301

KEY NOTES:

PROVIDE 1/2 INCH SOFT JOINT, PREFORMED COMPRESSIBLE

CONTROL JOINT WITH COMPATIBLE SEALANT. EMSEAL OR EQUAL.

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

SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE 5-6

SIMILAR.

ROOF TO ROOF EXPANSION JOINT BY METAL BUILDING FABRICATOR.

REFER TO SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE

5-5. PROVIDE SHOP DRAWING.

COLUMN ENCASED IN GWB.

MATCH HEIGHT, SLOPE AND FINISH OF EXISTING ADJACENT ROOF.

A-501

A-501

A-501

A-501

WALL SECTIONS AND DETAILS

FPBB162001

A-503

ALIGN W/ EXIST. STRUCTURE BEYOND

EL. 722'-9" +/- VIF

A-301

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

WALL SECTION 0 42

SCALE IN FEET

STANDING SEAM

METAL ROOF, TYP.

5.1

A-301

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

WALL SECTION 0 42

SCALE IN FEET

A-503

A-301

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

WALL SECTION 0 42

SCALE IN FEET

A-503

J.1

1 HOUR FIRE RATED

SHAFT WALL

CONSTRUCTION

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

UNFINISHED

SPACE

EXISTING METAL BUILDING

WALL TO REMAIN

A-502

PLAN DETAILS

FPBB162001

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

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

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

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

2'-0"

A-503

PLAN DETAILS

FPBB162001

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

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

JAMB TRIM

K

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

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.

CONCRETE FOUNDATION,

SEE STRUCTURAL DWGS.

CONCRETE FOOTING,

SEE STRUCTURAL DWGS.

GRADE

4" RESILIENT BASE

1" LINER PANEL

STEEL COLUMN AND BEAM,

SEE STRUC. DWGS.

K

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

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.

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

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

110 110 OPEN OFFICE INT FK HM PT-1 6'-0" 7'-0" 1 3/4" 6'-4" 7'-4" DF HM PT-1 - - - - 45 MIN HW #6 (d) REFER TO SPECIFICATION SECTION 08 71 00.

111 111 SUPPLY CLOSET INT FK HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-2" SF HM PT-1 - - - - 0 HR HW #5

112 112 NCO OFFICE INT F HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-2" SF HM PT-1 - - - - 0 HR HW #7

113 113 OIC OFFICE INT F HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-2" SF HM PT-1 - - - - 0 HR HW #7

114A 114 VESTIBULE INT FK HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-2" SF HM PT-1 - - - - 0 HR HW #3

114B 114 VESTIBULE EXT FK HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-2" SF HM PT-1 - - - - 0 HR HW #2

LIST OF ABBREVIATIONS

DOOR TYPES FRAME TYPES MATERIAL TYPES FINISH TYPES EXAMPLE: FV1K =

FLUSH/ONE VISION PANEL/KICK PLATE

F FLUSH DOOR BL BORROWED LIGHT ALUM ALUMINUM PT PAINTED

K

KICK PLATE

SF SINGLE FRAME GALV GALVANIZED PT-1 WHITE - TO MATCH

EXISTING

R

FIRE RATED

DF DOUBLE FRAME HM HOLLOW METAL PT-2 GRAY - TO MATCH

EXISTING

ST STORE FRONT SL SIDELIGHT WD WOOD

V VISION PANEL T TRANSOM ABOVE

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

110 110 OPEN OFFICE INT FK HM PT-1 6'-0" 7'-0" 1 3/4" 6'-4" 7'-4" DF HM PT-1 - - - - 45 MIN HW #6 (d) REFER TO SPECIFICATION SECTION 08 71 00.

111 111 SUPPLY CLOSET INT FK HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-2" SF HM PT-1 - - - - 0 HR HW #5

112 112 NCO OFFICE INT F HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-2" SF HM PT-1 - - - - 0 HR HW #7

113 113 OIC OFFICE INT F HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-2" SF HM PT-1 - - - - 0 HR HW #7

114A 114 VESTIBULE INT FK HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-2" SF HM PT-1 - - - - 0 HR HW #3

114B 114 VESTIBULE EXT FK HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-2" SF HM PT-1 - - - - 0 HR HW #2

LIST OF ABBREVIATIONS

DOOR TYPES FRAME TYPES MATERIAL TYPES FINISH TYPES EXAMPLE: FV1K =

FLUSH/ONE VISION PANEL/KICK PLATE

F FLUSH DOOR BL BORROWED LIGHT ALUM ALUMINUM PT PAINTED

K

KICK PLATE

SF SINGLE FRAME GALV GALVANIZED PT-1 WHITE - TO MATCH

EXISTING

R

FIRE RATED

DF DOUBLE FRAME HM HOLLOW METAL PT-2 GRAY - TO MATCH

EXISTING

ST STORE FRONT SL SIDELIGHT WD WOOD

V VISION PANEL T TRANSOM ABOVE

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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-601

PARTITION, DOOR AND FINISH SCHEDULES

FPBB162001

A-101

4'2'0

SCALE IN FEET A-601

SCALE: 3"=1'-0"

JAMB DETAIL 4'2'0

SCALE IN FEETA-601

SCALE: 3"=1'-0"

JAMB DETAIL

4'2'0

SCALE IN FEET

A-601

SCALE: 3"=1'-0"

HEAD DETAIL

A-601

SCALE: 3"=1'-0"

HEAD DETAIL

1'-0"

1' -0

/- 2"

2" 1-

/1

6"

2" 2"

2"

4'2'0

SCALE IN FEET

METAL FLASHING

CEILING AT 10" AFF

TOP OF FRAME AT 7'-2" AFF

METAL PANEL

DOOR 4-1/2" +/-

6" FRAME

INSULATE JAMB

EXTERIOR DOOR

6" FRAME

TRIM

METAL FLASHING

FRAME TYPE DOOR TYPE

7' -0

3'-0"

1"

1"

3'-4"

1 A

7' -2

A601

A601

A601

A6017'

-2

EQ.

A-601

EQ.

6'-0"

3' -0

3'

-1 0" 5' -0

2"

'-0

A-601

A-601

A-601

BATT

8" GWB

3 58" METAL STUD

BOX BEAM

SEALANT

HOLLOW

METAL FRAME

INSULATION

8" GWB

SEALANT

SCHEDULED DOOR

SEALANT

BATT

INSULATION

8" GWB

3 58" METAL STUD

8" GWB

SCHEDULED

DOOR

SEALANT

HOLLOW

METAL FRAME

A-601

SCALE: 3"=1'-0"

JAMB DETAIL 2/3'1/3'0

SCALE IN FEET

A-601

SCALE: 3"=1'-0"

HEAD DETAIL 2/3'1/3'0

SCALE IN FEET

A-601

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

WINDOW TYPES 8'4'0

SCALE IN FEET

A-601

SCALE: 3"=1'-0"

SILL DETAIL 2/3'1/3'0

SCALE IN FEET

FULL DEPTH

SEALANT

1" PARTICLE

BOARD STOOL

WITH P.LAM

FINISH SCHEDULED

WINDOW

SILL FLASHING

P.T. WOOD

BLOCKING

SILL PERLIN

BATT

INSULATION

METAL PANEL

8" GWB 1" THERMAX CI

WINDOW

FLASHING TRIM

SILL TRIM

3"

A-601

SCALE: 3"=1'-0"

MULLION DETAIL 2/3'1/3'0

SCALE IN FEET A-601

SCALE: 3"=1'-0"

JAMB DETAIL 2/3'1/3'0

SCALE IN FEET A-601

SCALE: 3"=1'-0"

HEAD DETAIL 2/3'1/3'0

SCALE IN FEET

SCHEDULED WINDOW

(MULLION)

JAMB TRIM

BATT

INSULATION

METAL PANEL

1" THERMAX CI

SHIM

BACKER-ROD & SEALANT

SHEDULED WINDOW

8" GWB

JAMB PERLIN

8" GWB

BATT

INSULATION

METAL PANEL

HEADER PERLIN 1" THERMAX CI

HEADER TRIM

SCHEDULED WINDOW BACKER-ROD

& SEALANT

SHIM

MINI BLINDS

FIRE

ROOM

ELEC.

ROOM

MECH.

ROOM

COMM.

H G F E D

CLOSET

SUPPLY

VESTIBULE

OFFICE

NCO

OFFICE

OIC

OFFICE

OPEN

7.1

6.1

5.1

F.1

12X10

SA-1

24x24

200 CFM

VD

8" DIA.

OA

AC-1

7/8" GAS REFRIG. LINE

3/8" LIQUID REFRIG. LINE

RL-1CONNECT 1" RWS AND

RWR LINES TO EXISTING

4" RWS AND RWR DN

3/4" RWS

3/4" RWR

RL-2

4" RWS AND

RWR DN

MOUNTING PADT

AHU-1

AHU-1

CLOSET

61 SQFT

SUPPLY

VESTIBULE

130 SQFT

OFFICE

165 SQFT

NCO

OFFICE

165 SQFT

OIC

OFFICE

1,051 SQFT

OPEN

RA-1

24x24

200 CFM

RA-1

24x24

200 CFM

RA-1

24x24

600 CFM 12" DIA. DN

(TYP. OF 2)

SA-1

24x24

200 CFM

SA-1

24x24

200 CFM

SA-1

24x24

250 CFM

SA-1

24x24

250 CFM

SA-1

24x24

100 CFM

SA-1

24x24

200 CFM

SA-1

24x24

200 CFM

8" DIA

DN

X1

X1

8" D

IA

8"

D

IA

8" DIA

20X14

VD

VD

VD

8" DIA

DN

" D

IA VD

14X12 10X12

" D

IA

VD

8" D

IA

6" D

IA

CU-1

VD

8" D

IA

8" DIA

VD

24X14 RA

PLENUM

VD

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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--

M-101

MECHANICAL FLOOR PLAN

FPBB162001

1 FIRST FLOOR PLAN

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

NORTH

0 4' 8'2'

GENERAL NOTES:

1. CONDENSATE SHALL BE PUMPED TO THE SAME LOCATION

AS THE AIR CONDENSING UNIT AND TERMINATE AT A

SPLASH BLOCK.

2. RADIANT WATER SUPPLY (RWS) AND RADIANT WATER

RETURN (RWR) LINES ARE LOCATED IN THE SLAB.

3. RL-1 SERVES THE FOLLOWING SPACES: OPEN OFFICE. RL-2

SERVES THE FOLLOWING SPACES: NCO OFFICE, OIC OFFICE,

SUPPLY CLOSET, VESTIBULE.

SEQUENCE OF OPERATIONS:

AIR HANDLING UNIT (AHU-1)

RUN CONDITIONS - SCHEDULED:

THE UNIT SHALL RUN ACCORDING TO A USER DEFINABLE TIME

SCHEDULE IN THE FOLLOWING MODES:

· OCCUPIED MODE:

THE UNIT SHALL MAINTAIN A 76°F (ADJ.) COOLING SETPOINT

ZONE SETPOINT ADJUST:

THE OCCUPANT SHALL BE ABLE TO ADJUST THE ZONE

TEMPERATURE AT THE ZONE SENSOR.

FAN:

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

UNLESS SHUTDOWN ON SAFETIES. WHEN THE FAN IS

COMMANDED TO RUN, THE OUTDOOR AIR DAMPER WILL BE

COMMANDED TO OPEN. WHEN THE FAN IS COMMANDED OFF,

THE OUTSIDE AIR DAMPER WILL BE COMMANDED TO CLOSE.

RADIANT FLOOR HEATING

RUN CONDITIONS SCHEDULED:

THE RADIANT FLOOR HEATING SHALL RUN ACCORDING TO A

USER DEFINABLE TIME SCHEDULE IN THE FOLLOWING MODES:

- OCCUPIED MODE

THE RADIANT FLOOR HEATING SYSTEM SHALL MAINTAIN A 70º

(ADJ.) HEATING SETPOINT.

THREE-WAY CONTROL VALVE:

ON A CALL FOR HEATING BY THE SPACE SENSOR, OPEN THE

THREE-WAY VALVE. ONCE SPACE TEMPERATURE SETPOINT IS

REACHED, CLOSE THE HEATING CONTROL VALVE. UPON FAIRE

OF THE SYSTEM TO MAINTAIN SPACE TEMPERATURE, SIGNAL AN

ALARM AT THE FORT DRUM HEAT SHOW OWS.

8/27/2021

M-301

MECHANICAL SCHEDULES

FPBB162001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

NOT TO SCALE

NONE

NOT TO SCALE

NONE

NONE

NONE

ROOF CONSTRUCTION

INSULATED ROOF

CURB (REFER TO

SPECIFICATION)

SECURE DUCT TO CURB 10

GA. SCREWS AT 12" CC

(MINIMUM 2 PER SIDE)

10 GA. SCREWS AT 12"

C.C (MINIMUM 2 PER

SIDE).

MOTORIZED BACKDRAFT

DAMPER (SECURE DAMPER

TO CURB IF FAN IS NOT

DUCTED)

EXHAUST FAN

SECURE DUCT TO ROOF

CONSTRUCTION OR

CURB (AIR TIGHT)

NONE

4" CAST IN PLACE

CONCRETE PAD

LONG SWEEP ELBOW (TYP)

LONG SWEEP ELLBOW (TYP)

FILTER DRIER

ISOLATION VALVES (TYP)

LIQUID SIGHT GLASS

SERVICE PORTS

CONDENSING

UNIT

SIZE REFRIGERANT LINES PER

MANUFACTURER'S RECOMMENDATIONS

NONE NONE

RECTANGLE TO RECTANGLE

MANUFATURED

150% TAKE-OFF

VD SINGLE WALL

RECTANGLE HARD DUCT

INSULATOR TO WRAP

DUCT AND 150% TAKE-OFF. SEAL

ALL JOINTS AND EDGE

WORK.

MAIN RECT.

DUCT

M-401

MECHANICAL DETAILS

FPBB162001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

J. MONFORTON 8/27/2021

COOLING COIL

CLEANOUT PLUG

A B

SLOPE CONDENSATE LINE TO BUILDING

EXTERIOR OR AS INDICATED ON PLAN

NOTES:

1. ON DRAW-THRU UNITS, THE (A) DIMENSION (IN INCHES) SHALL BE 1.5 TIMES THE AIR HANDLING UNITS SUCTION

PRESSURE AT OPERATING CONDITIONS, BUT IN NO CASE LESS THAN 2-INCHES.

2. ON BLOW-THRU UNITS, THE (A) DIMENSION (IN INCHES) CAN BE AS SMALL AS 2 INCHES, BUT THE (B) DIMENSION

(IN INCHES) SHALL BE 1.5 TIMES THE AIR HANDLING UNITS TOTAL STATIC PRESSURE BUT IN NO CASE LESS THAN

2 INCHES.

A = DISTANCE BETWEEN THE DRAIN PAN OUTLET AND THE TRAP

B = TRAP DEPTH

FLEX CONNECTION

INSTALL NO DUCTWORK, PIPING,

CONDUIT, ETC. IN MANUFACTURER

RECOMMENDED SERVICE AREA

COMPLETE ACCESS IS REQ'D.

ROTATE FILTER BRACKETS FOR

BOTTOM REMOVAL WHERE

NECESSARY.

R/A

S/A

FILTER RACK

3/4" TYPE "L" COPPER

PIPE TO DRAIN,

INSULATED

HANGER RODS TO STRUCTURES

SUSPEND UNIT FROM CROSSBEAMS AT

EACH JOINT BETWEEN UNIT COMPONENTS.

SUPPORT MEMBERS SHALL ALSO BE PLACED

ALONG THE AIRWAY LENGTH OF THE UNIT IN

ORDER TO PREVENT BUCKLING.

FLEX CONN.

VIBRATION ISOLATORS. INSTALL

PER VIBRATION ISOLATOR

MANUFACTURER'S

RECOMMENDATIONS

INSTALL A CONDENSATE OVERFLOW PAN

BELOW THE UNIT. MINIMUM 6" LARGER THAN

UNIT AND CONSTRUCTED OF 18GA STAINLESS

STEEL SHEET METAL MINIMUM 2" DEEP.

INSTALL CONDENSATE MOISTURE SENSOR IN

BOTTOM OF PAN AND WIRE TO AHU-1. AHU-1

SHALL SHUTDOWN UPON DETECTION OF

CONDENSATE OVERFLOW.

CUT-AWAY VIEW

FOR CLARITY

GALVANIZED

DUCT

2" BOARD INSULATION.

SEE SPEC.

WIDE GALVANIZED STEEL

STRAP CONTINUOUS

AROUND DUCT UP TO

BUILDING STRUCTURE

DUCT SEALANT CAULKED

SMOOTH AT ALL JOINTS

CONTINUOUS AROUND

JOINT

RECTANGULAR

DUCTWORK

NONE NONE

NONE NONE

M-402

MECHANICAL DETAILS

FPBB162001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

2" HWS/R

B-1 B-2

LP LP

2" HWS/R

BP-1 BP-2

3" HWR

3" HWS

AIR VENT

AS-1 P-1

P-2

3" HWR

3" HWS

HWS

HWR

2-1/2" HWR

2-1/2" HWS

2" HWS

38.6 GPM

AUTOMATIC

FLOW

BALANCING

VALVE

4" HWS

4" HWR

4" HWS

4" HWR

4" HWS

4" HWR

2" HWR

2" HWS

UH-1

1.8

GPM

CUH-1

0.5

GPM

UH-2

1.8

GPM

ERV-1

GPM

P-3 P-4

2" HWS

2" HWR

RL-1

4.5

GPM

RL-2

0.8

GPM

4" HWS

4" HWR

4" HWS

4" HWR

CONNECT INTO EXISTING HWS

AND HWR LINES

EXTENT OF NEW HOT WATER

PIPING

HOT WATER PIPING SCHEMATIC

SCALE: NOT TO SCALE

1" 1"

ET-1 GF-1

M-403

MECHANICAL DETAILS

FPBB162001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

F-100

FIRE PROTECTION NOTES & LEGEND

FPBB162001

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

DATE

C

D

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FPBB162001 CONSTRUCT MQ-9 SHOPS FLIGHT

TRAINING UNIT

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

FIRE ALARM GENERAL NOTESFIRE PROTECTION/SUPPRESSION GENERAL NOTES

1. PROVIDE CODE COMPLIANT COMBINE FIRE ALARM AND MASS

NOTIFICATION SYSTEM IN THE HANGER 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. JUNCTION BOXES SHALL BE LABELED

AS TO FUNCTION. WHERE EMPTY RACEWAY IS INSTALLED, IT

SHALL BE LABELED AT BOTH ENDS AND FITTED WITH NYLON

PULLSTRINGS FOR FUTURE USE.

10. EQUIPMENT SHALL BE SECURELY FASTENED BY MEANS OF

ANCHORS, RODS, HANGERS, ETC., TO MAINTAIN ALIGNMENT AND

PREVENT EQUIPMENT MOVEMENT.

11. PENETRATIONS OF FIRE OR SMOKE RATED CONSTRUCTION SHALL

BE SEALED WITH FIRESTOPPING MATERIALS APPROVED AND

LISTED FOR THE RATING OF THE CONSTRUCTION PENETRATED.

PROVIDE DOCUMENTATION ON SUCH PENETRATION SEALING

SYSTEMS FOR VERIFICATION OF PROPER INSTALLATION.

12. ALL PENETRATIONS OF ROOFS, EXTERIOR WALLS, FOUNDATIONS,

OR OTHER WATER OR MOISTURE PROOF CONSTRUCTION SHALL BE

SEALED WITH APPROPRIATE SEALING FITTINGS OR SEALED

CONSTRUCTION TO PREVENT THE INTRODUCTION OF MOISTURE

INTO THE BUILDING.

13. WORK SHALL BE PERFORMED ON DE-ENERGIZED SYSTEMS ONLY

TO PREVENT PERSONNEL INJURY AND POTENTIAL SYSTEM

FAILURE. NFPA 72 AND 241 IMPAIRMENT PROCEDURE ARE TO BE

FOLLOWE…