2021-08-27_FPBB162002-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

FPBB162002

Construct MQ-9 Shops Launch & Recovery Element

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

FPBB162002

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 SOIL EROSION & SEDIMENT 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 PROPOSED BUILDING ELEVATIONS

A-301 PROPOSED BUILDING SECTIONS

A-401 ENLARGED RESTROOM FLOOR PLAN

A-501 WALL SECTIONS AND DETAILS

A-502 PLAN DETAILS

A-503 PLAN DETAILS

A-601 PARTITION, DOOR AND FINISH SCHEDULES

A-602 BREAKROOM COUNTER ELEVATIONS AND DETAILS

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

PLUMBING

P-101 DOMESTIC WATER PLUMBING FLOOR PLAN

P-102 SANITARY PLUMBING FLOOR PLAN

P-301 PLUMBING SCHEDULES

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

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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

Civil

G-002

LEGEND & GENERAL NOTES

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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. 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. 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.

12. 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.

13. 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

HANGAR

HANGAR

11"

16'-2"3'-10"

3'-10"

3'-8"

1'-7"9'-7"

REMOVE EXIST. WALL TO CREATE

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

REMOVE EXIST. METAL

WALL PANEL, TYP.

3'-4"3'-4"3'-4"

SUPR. ROOM

FIRE

1'-8"4'-4"

1' -5

'-5

4'-0" 9'-2" 4'-0" 1'-5" 4'-0"3'-3"

4"

TYP.

1'-0"

42'-10"

11"

REMOVE EXIST. METAL

WALL PANEL, TYP.

EXISTING METAL

PANEL FACADE

REMOVE EXISTING

METAL WALL PANEL, TYP.

CDF E

CDF E

X-101

DEMOLITION PLAN AND ELEVATION

FPBB162002

2 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'

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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

PROPOSED AREA OF

CONSTRUCTION

LIMITS

1" = 30'

X-102

EXISTING SITE UTILITY DEMOLITION PLAN

FPBB162002

1 EXISTING SITE UTILITY DEMOLITION PLAN

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

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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. 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:

REMOVE SANITARY SEWER SERVICE TO ALLOW FOR

NEW SANITARY SERVICE CONNECTION1

1" = 30'

C-101

SITE ACCESS, STAGING & HAUL ROUTE

FPBB162002

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

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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 = 2,400 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

FPBB162002

1 EXISTING CONDITIONS

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

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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.

EXTERIOR CLEANOUT -

CONNECT TO EXISTING

4" PVC SANITARY LINE

APPROX. INV = 693.50

10 LF - 4" PVC

REFER TO PLUMBING

PLANS FOR INTERIOR

PLUMBING

PROPOSED 6' WIDE

SIDEWALK - 180 SF

FPBB162002

MQ-9 SHOPS

L&RE

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

SF

SF

SF

SF

SF

SF

SF

SF

1" = 20'

C-103

SEDIMENT & EROSION CONTROL PLAN

SITE PLAN AND

FPBB162002

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

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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

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

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

VITREOUS CHINAC_TOILETSKINGSTONK-4329

H G

E D

42'-6"

'-1

10'-3"

VESTIBULE

ROOM

BRIEFING

33'-8"

6'-0" 15'-0"

'-8

6'

-0

'-1

9'-10"

9'-1"

OFFICE

OPEN

AREA

118A

BREAK

RESTROOM

UNISEX

7'-10"

CORRIDOR

118B

5.1

18'-10" 20'-0"

3' -6

'-6

C

D1

W1

120A 120B

W1

W1

W1

W1

E1

B

5.2

'-0

VITREOUS CHINA

C_TOILETSKINGSTONK-4329

1'-8"

3'-0"2'-4"

11"

RESTROOM

MEN'S

HANGAR

7' -7

'-7

'-1

'-2

10'-8" 34'-7"

A-101

FLOOR PLAN

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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'

A-201

A-201

A-301

A-301

A-502

A-502

A-401

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 SPACED AT 16 INCHES OC UNLESS OTHERWISE NOTED.

PROVIDE VINYL BASE WITH TYPE A THROUGH D PARTITIONS.

PROVIDE CERAMIC TILE BASE WITH LATRINE 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 ON BOTH SIDES

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 INCH GWB SECURED TO 3-5/8" METAL STUDS NESTED

BETWEEN GIRTS AND EXTENDING ONE FOOT ABOVE CEILING

TYPE D - GWB FURRING

D1: 1-1/2 INCH HAT CHANNEL SECURED TO EXISTING CMU WITH 5/8" FIRE RESISTANT GWB

TERMINATING 1'-0" ABOVE CEILING

D3: 2-1/2 METAL STUD WITH 5/8 INCH GWB EXTENDING FULL HEIGHT

TYPE E - LATRINE PARTITIONS

E1: 3-1/2 INCH METAL STUDS WITH TILE BACKER BOARD TO FULL HEIGHT AND CT ON ONE SIDE

AND MOISTURE RESISTANT GWB ON THE OTHER. PROVIDE SOUND ATTENUATION INSULATION

E2: 3-1/2 INCH METAL STUDS WITH TILE BACKER BOARD TO 4 FT AFF AND WITH MOISTURE

RESISTANT GWB TO 1 FOOT ABOVE CEILING AND CT WAINSCOT ON LATRINE SIDE AND

MOISTURE RESISTANT GWB ON THE OTHER

E3: (2) 3-1/2 INCH METAL STUD CHASE WALL WITH TILE BACKER BOARD TO 4 FT AFF AND WITH

MOISTURE RESISTANT GWB TO 1 FOOT ABOVE CEILING AND CT WAINSCOT BOTH SIDES

E4: (2) 3-1/2 INCH METAL STUD CHASE WALL WITH TILE BACKER BOARD AND CT EXTENDING 1

FOOT ABOVE CEILING ON ONE SIDE. MOISTURE RESISTANT GWB TO EXTEND TO ONE FOOT

ABOVE CEILING ON ONE SIDE

E5: 3-1/2 INCH METAL STUD WALL WITH TILE BACKER BOARD EXTENDING 1 FOOT ABOVE CEILING

ON ONE SIDE AND TERMINATED AT 4 FOOT AFF ON OTHER SIDE. MOISTURE RESISTANT GWB

TO EXTEND TO ONE FOOT ABOVE CEILING ON ONE SIDE. CT TO FULL HEIGHT ON ONE SIDE

AND CT WAINSCOT ON THE OTHER

E6: 2-1/2 INCH METAL STUD WALL WITH TILE BACKER BOARD TO AND CT WAINSCOT TO A HEIGHT

OF 4 FT AND MOISTURE RESISTANT GWB TO TERMINATE 1'-0" AFF. SINGLE SIDED

E7: 1-1/2 INCH HAT CHANNEL SECURED TO EXISTING CMU WALL. PROVIDE TILE BACKER BOARD

TO AND CT WAINSCOT TO A HEIGHT OF 4 FT AND MOISTURE RESISTANT GWB TO EXTEND FULL

HEIGHT TO CEILING

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

RELOCATE EXISTING SINK AND EYEWASH FROM CURRENT LOCATION

(OUTSIDE TEMPORARY LATRINE)

EXISTING 8 INCH CMU 5

END OF EXISTING MASONRY WALL

8 INCHES

1 SIMILAR

8" T

YP

A-502

A-502

A-502

E5

E1

E2E3

E7

E6

E5

E1

A

D3

C2

E4

SUPR. ROOM

FIRE

ROOM

ELEC.

ROOM

MECH.

ROOM

COMM.

HANGAR

H G

E D

5.1

C

5.2

HANGAR

VESTIBULE

40 SQFT

ROOM

205 SQFT

BRIEFING

OFFICE

1,056 SQFT

OPEN

RESTROOM

97 SQFT

UNISEX

RESTROOM

125 SQFT

MEN'S

CORRIDOR

60 SQFT

A-102

REFLECTED CEILING PLAN

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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

0 4' 8'2'

AR-201

AR-201

A-301

A-301

GWB IN

LATRINES

CEILING 10'-0" AFF

FIRE

ROOM

ELEC.

ROOM

MECH.

ROOM

COMM.

HANGAR

VITREOUS CHINAC_TOILETSKINGSTONK-4329

H G

E D

VESTIBULE

ROOM

BRIEFING

OFFICE

OPEN

AREA

118A

BREAK

RESTROOM

UNISEX

OIC

WORKSTATION

CORRIDOR

118B

5.1

C

5.2

VITREOUS CHINA

C_TOILETSKINGSTONK-4329

RESTROOM

MEN'S

HANGAR

A-103

FURNITURE LAYOUT

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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'

ALL FURNITURE AND THE REFRIGERATOR ARE NIC

43'-1"

SL

O

PE

:1

H G F E.1 D.1

PRE-ENGINEERED

STANDING SEAM

METAL ROOF TO

MATCH EXISTING

ADJACENT IN SLOPE

AND FINISH

F.1

5.1

EXISTING SNOW GUARD

EXISTING ROOF

A-104

ROOF PLAN

FPBB162002

1 ROOF PLAN

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

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

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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

0 4' 8'2'

AR-201

AR-201

KEY NOTES:

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

MANUFACTURER, 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

MECHANICAL VENT THROUGH ROOF, FLASHING BY METAL BUILDING FABRICATOR.

PROVIDE SHOP DRAWING

MATCH HEIGHT, SLOPE AND FINISH OF EXISTING ADJACENT ROOF.

2 5

F.1 D.1G F E.1

ROOF TO ROOF

EXPANSION JOINT

EXISTING ROOF

EXPANSION JOINT

AND CLOSURE

'-1

0"

PRE ENGINEERED

METAL SIDING TO

MATCH EXISTING

ADJACENT

PRE-ENGINEERED

METAL ROOF TO

MATCH EXISTING

ADJACENT IN SLOPE

AND FINISH

12"

2"

'-1

0"

5.1

PRE ENGINEERED

METAL SIDING TO

MATCH EXISTING

ADJACENT

FACE OF EXISTING

HANGAR WALL

A-201

PROPOSED BUILDING ELEVATIONS

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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 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 ROOF TO WALL EXPANSION JOINT BY METAL BUILDING

MANUFACTURER, 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.

3 5

5 SIMILAR

7' -2

REFER TO A-601 FOR WINDOW DETAILS

VIF

VIF

7' -2

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"

T.O. EX EXTERIOR WALL AND

T.O. NEW EXTERIOR WALL

EL. 713'-7" VIF

'-9

'-4

METAL STANDING

SEAM ROOF

EXISTING METAL

PANEL FACADE

8' -7

FOUNDATION WALL

AND FOOTING

SLAB ON GRADE

SEE STRUCTURAL

AND MECHANICAL

FOR ADDITIONAL

INFORMATION

'-0

OPEN

OFFICE

BREAK AREA

SUSPENDED CEILING

AND SUPPORTS

5.17

FOOTING BEYOND

FIRE

RATED

DOOR

EXPANSION JOINT

EXISTING CMU WALL,

1 HOUR RATED PARTITION

DOUBLE

ANGLE LINTEL

(2) 3.5' X 4" X

1/2" WITH

MINIMUM 4

INCH

BEARING ON

EACH SIDE AT

EACH NEW

OPENING

10 MIL POLYETHYLENE

AIR BARRIER EXPOSED

1' -0

TY

P.GWB EXTEND 1'

OVER CEILING

3 INCHES OF

CONTINUOUS RIGID

INSULATION AND

VAPOR BARRIER

5.2

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

TERMINTES AT 1'-0" AFF

TWO (2) LAYERS 1 12"

RIGID INSULATION

F F.1 E.1 D.1

OPEN

OFFICE

'-0

STANDING SEAM METAL

ROOF

PREFORMED INSULATED

METAL ROOF PANELS (R-20)

12" FIBERGLASS BATT

INSULATION, FACED

BETWEEN PURLINS (R-30)

STEEL COLUMN

BEYOND

FACE OF EXISTING

BUILDING

EXPANSION JOINT

SUSPENDED CEILING

AND SUPPORTS

FOOTING BEYOND

CORRIDOR

BREAK AREA

VINYL INSULATION

COVER AND AIR BARRIER

1' -0

TY

P. GWB EXTEND 1'

OVER CEILING

3 INCHES OF

CONTINUOUS RIGID

INSULATION AND

VAPOR BARRIER

A-301

PROPOSED BUILDING SECTIONS

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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'

2 BUILDING SECTIONS 2

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

0 4' 8'2'

A-301

A-301

A-501

A-501

A-501

KEY NOTES:

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

ARCHITECTURAL SHEET METAL MANUAL FIGURE 5-8B. PROVIDE SHOP DRAWING

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

MANUFACTURER, REFER TO SMACNA ARCHITECTURAL SHEET METAL

MANUAL FIGURE 5-6 SIMILAR

COLUMN ENCASED IN GWB

MATCH HEIGHT, SLOPE AND FINISH OF EXISTING ADJACENT ROOF.

ALL FURNITURE IS NIC

3 3

VITREOUS CHINAC_TOILETSKINGSTONK-4329

E1

VITREOUS CHINA

C_TOILETS KINGSTON K-4329

A-401

ENLARGED RESTROOM

FLOOR PLAN

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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

ENLARGED FLOOR PLAN

RESTROOM

UNISEXRESTROOM

MEN'S

C

9'-5"

8'-7" 1'-8"

3' -8

1"

3' -0

1"

3' -0

5"

3' -0

2'-10" 5'-9"

5'-0"

2'-6" 3'-0" 6"3'-4"

4' -4

5"

3' -0

OFFICE

OPEN

HANGAR

0 42

SCALE IN FEET

A-401

24 FD

A-401

FD

11 3

FD

FD

BULLNOSE

TILE

6 WITH CT WAINSCOT

A-401

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

MEN'S RESTROOM SECTION

A-401

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

MEN'S RESTROOM SECTION

A-401

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

MEN'S RESTROOM SECTION

A-401

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

MEN'S RESTROOM SECTION

A-401

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

UNISEX RESTROOM SECTION

A-401

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

UNISEX RESTROOM SECTION

A-401

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

UNISEX RESTROOM SECTION

A-401

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

UNISEX RESTROOM SECTION

TOILET ACCESSORY SCHEDULE

SYMBOL ITEM # REMARKS

1 A5080 PAPER TOWEL DISPENSER, SS, SURFACE MOUNTED

2 A4995 SOAP DISPENSER, WALL MOUNTED

3 A5090 SANITARY NAPKIN DISPOSAL, SS, SURFACE MOUNTED

4 A5200 TOILET PAPER DISPENSE, SS, 2 ROLL,

SURFACE MOUNTED

5 A5109 GRAB BAR, SS

6 A5110 GRAB BAR, SS, SHOWER USE

7 A5145 GARMENT HOOK, DOUBLE, SS, SURFACE MOUNTED

8 A5030 MIRROR WITHOUT SHELF

9 A5030 SIMILAR MIRROR - ACCESSIBLE

10 SEE PLUMBING WATER CLOSET

11 SEE PLUMBING LAVATORY

12 SEE PLUMBING URINAL

13 A5170 SHOWER ROD WITH CURTAIN AND HOOKS

14 SEE PLUMBING SHOWER HEAD / MIXING VALVE

GYPSUM BOARD SOFFIT

4' -0

" T

YP

2' -1

0" T

YP

1' -7

" T

YP

2' -1

0" T

YP

2' -1

0" T

YP

1' -7

" T

YP

LAVATORY DEPTH

17" MIN

NOTE: EQUIPMENT

PERMITTED IN SHADED

AREA.

LINE OF 30"X48"

CLEARANCE

8" MIN

(KNEE)

AT BOTTOM

11" MIN (KNEE)

AT TOP

CLEAR SPACE

17' MIN TO

25" MAX

LAVATORY CLEARANCE

CLEAR FLOOR SPACE AT

LAVATORY

48" MIN CLEAR SPACE

17" MIN TO

25" MAX

TO

B.O

. R

EFLEC

TIVE SU

R

FAC

E

3'-2" M

IN

TO

3'-4" M

AX

2'-10" M

AX. (T.O

LAV)

2' - 3" M

IN

. (KN

EE) (TO

E)

9" M

IN

30" M

IN

TO

FIN

ISH

W

ALL

1'-3" M

IN

A-401

SCALE:: 1"=1'-0"

ACCESSIBLE LAVATORY FRONT APPROACH

A-501

WALL SECTIONS AND DETAILS

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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

SCALE:: 3/4"=1'-0"

WALL SECTION 0 1

SCALE IN FEET

A-301

SCALE:: 3/4"=1'-0"

WALL SECTION 0 1

SCALE IN FEET

A-301

SCALE:: 3/4"=1'-0"

WALL SECTION 0 1

SCALE IN FEET

A-503

A-503

4' -6

A-503

A-503

A-503

METAL STUDS NESTED BETWEEN

GIRTS WITH GWB FINISH.

SEE PARTITION SCHEDULE.

T.O. EXISTING AND NEW

WALL. EL 713'-7" VIF,

ALIGN WITH ADJACENT

3' -0

5'

-0

2' -0

PROVIDE MINI BLINDS.

SEE SPEC.

ACOUSTIC TILE CEILING AND

SUSPENSION SUPPORT

SYSTEMS PER SPECS.

SOLID SURFACE

COMPOSITE WINDOW

STOOL. SEE SPEC.

VAPOR BARRIER

2'-0"

3 INCH RIGID

INSULATION FOR 2 FT

AROUND PERMITER

7' -0

3'

-0

B.O. EXIST. STRUCTURE

EL. 722'-2" VIF

T.O. NEW EXTERIOR WALL

ALIGN WITH EXIST. ADJACENT BUILDING

FIRST FLOOR

EL. 698'-10"

A-502

PLAN DETAILS

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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 FEET

A-101

SCALE:: 1"=1'-0"

PLAN DETAIL 2'1'0

SCALE IN FEET

F1

5.2

A-101

SCALE:: 1"=1'-0"

PLAN DETAIL 2'1'0

SCALE IN FEET

F1

A-101

SCALE:: 1"=1'-0"

PLAN DETAIL 2'1'0

SCALE IN FEET

5.1

D1

F1

D1

A-101

SCALE:: 1"=1'-0"

PLAN DETAIL 2'1'0

SCALE IN FEET

2'-2"

1EXPANSION JOINT2

TYPE A PARTITION

BETWEEN EXISTING

COLUMN D AND NEW

COLUMN D.1FIRE RATED DOOR

AND FRAME

PROVIDE GASKETED SADDLE AT

FIRE RATED DOORS (TYP.)

SEE SPEC. PROVIDE SADDLE

THAT SPANS EXPANSION JOINT

WITHOUT RESTRICTING

SEE PLAN FOR

PARTITIONS

SCHEDULE

EX{PANSION JOINT.

SEE KEYNOTES 2 AND 3

1/2 INCH

PROVIDE EXPANSION JOINT.

SEE KEYNOTE 1

2'-2"

EXISTING CONSTRUCTION

EXISTING CMU WALL IS

BEING RELIED UPON

FOR FIRE RATING. VIF

2-1/2" METAL

STUDS WITH FULL

HEIGHT GWB.

PARTITION TYPE D3

A-503

PLAN DETAILS

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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 2'1'0

SCALE IN FEET

A-501

SCALE: 1"=1'-0"

SECTION DETAIL 2'1'0

SCALE IN FEET A-501

SCALE: 1"=1'-0"

SECTION DETAIL 2'1'0

SCALE IN FEET

JAMB TRIM

D.1

METAL WALL PANEL BY

PRE-ENGINEERED METAL

BUILDING MANUFACTURER

1" THERMAX

FIBERGLASS BATT

NSULATION MIN. R-30

2 LAYERS 2" RIGID

INSULATION, MIN. R-20

FASTENED TO B-DECK

VAPOR BARRIER

B-DECK

PERLIN

METAL FLASHING

WEATHERHEAD FASTENER

@ 12" O.C. TAPE SEALANT

MFR. STANDARD

RAKE FLASHING

METAL WALL PANEL BY

PRE-ENGINEERED METAL

BUILDING MANUFACTURER

1" THERMAX

METAL FLASHING

PERLIN

5/8" GWB, REFER TO PARTITION TYPE 'C'

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

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-30

SEALANT

SOFFIT PANEL

P. T. WOOD BLOCKING

EAVE STRUT

GABLE EAVE

FLASHING

STEEL COLUMN AND BEAM BEYOND

(BY PRE- ENGINEERED METAL BLDG.

MANUFACTURER)

A-501

SCALE: 1"=1'-0"

SECTION DETAIL 2'1'0

SCALE IN FEET A-501

SCALE: 1"=1'-0"

SECTION DETAIL 2'1'0

SCALE IN FEET

5.1

METAL CLOSURE

PREFORMED

COMPRESSIBLE

JOINT SEALER,

SEE KEYNOTE 2

EXISTING MASONRY

WALL TO REMAIN

1/2 INCH WIDE ROOF TO WALL

EXPANSION JOINT BY METAL

BUILDING FABRICATOR,

SEE KEYNOTE 4

1-1/2 INCH FURRING

WITH FR GWB, SEE

PARTITION SCHEDULE

FOR FINISH

EXISTING CMU WALL

DOUBLE ANGLE LINTEL (2) 3.5" X 4" X 1/2" WITH

4 INCH MINIMUM BEARING ON EACH SIDE

FIRE RATED DOOR AND FRAME

VCT FLOORING

VAPOR BARRIER

3 INCHES CONTINUOUS

RIGID INSULATION

6" M

IN

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

116 116 MEN'S RESTROOM INT FK HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-4" SF HM PT-1 - - - - 45 MIN HW #3 (d) REFER TO SPECIFICATION SECTION 08 71 00.

117 117 UNISEX RESTROOM INT FK HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-4" SF HM PT-1 - - - - 45 MIN HW #4

118 118 OPEN OFFICE INT F HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-4" SF HM PT-1 - - - - 45 MIN HW #1

119 119 BRIEFING ROOM INT F HM PT-1 3'-0" 7'-0" 1 3/4" 3'-4" 7'-2" SF HM PT-1 - - - - 0 HR HW #5

120A 120 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

120B 120 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

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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

8" CMU

GROUT SOLID

STEEL LINTELS

SCHEDULED DOOR

SEALANT

HOLLOW

METAL FRAME

GROUT SOLID

SEALANT

8" CMU

SEALANT

SCHEDULED

DOOR

HOLLOW METAL FRAME

GROUT SOLID

SEALANT

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: 1"=1'-0"

JAMB DETAIL 2'1'0

SCALE IN FEET

A-601

SCALE: 1"=1'-0"

HEAD DETAIL 2'1'0

SCALE IN FEET

METAL PANEL

1' -0

/- 2"

4-1/2" +/-

6" FRAME

INSULATE JAMB

2"

1'-0"

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 FEETA-601

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

WINDOW TYPES 8'4'0

SCALE IN FEETA-601

SCALE: 3"=1'-0"

HEAD 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"

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

A-601

PARTITION, DOOR AND FINISH SCHEDULES

FPBB162002

A-602

BREAKROOM COUNTER ELEVATIONS & DETAILS

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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

GWB (PAINT)

3' -0

4"

'-0

2'

-0

CMU (PAINT)

FIRE EXTINGUISHER

9' -0

9' -0

3' -3

7' -3

2'-0"

7"

2" PARTICLE BOARD

HARDWOOD RAILS

& STRETCHERS

(TYP.)

4" PARTICLEBOARD

W/ PLAS. LAMINATE

BACK

HARDWOOD RAILS

& STRETCHERS

(TYP.)

8"

1'-81 4"

4" 1"

3-1/2" WIRE PULLS

PLASTIC LAM.

COVER GLUED

TO 34" PARTICLE-

BOARD EACH SIDE

4' VINYL BASE

BY G.C.

G.C. TO PROVIDE ALL

BLOCKING

3 4" HIGH DENSITY

PARTICLEBOARD

W/ BASEBOARD

SEE ROOM FINISH SCH.

FOR DETAILS

W/ 4" BACKSPLASH

& PLASTIC LAMINATE

FOR SINK SIZE

SEE PLUMBING

DRAWINGS

SINK SET- BACK

4" PARTICLE BOARD

W/ PLASTIC LAMINATE

4" x 11

2" WOOD

BEVELED EDGE4"

4" 2'

-6 1 2"

3' -0

4" HIGH DENSITY

PARTICLE BOARD

W/ PLASTIC LAMINATE

BACK

HARDWOOD RAILS &

STRETCHERS (TYP.)

ADJUSTABLE SHELF

4" HIGH DENSITY

PARTICLE BOARD

W/ P. LAM. EA. SIDE

K&V STANDARDS

W/ SHELF CLIPS

HARDWOOD RAILS &

STRETCHERS (TYP.)

G.C. TO PROVIDE ALL

BLOCKING

3"

1'-11"

DOOR, 34" PARTICLE

BOARD, PLASTIC

LAMINATE FINISH

EACH SIDE

4" BACKSPLASH,

4" HIGH DENSITY

PARTICLE BOARD

W/ PLASTIC LAMINATE

2'-0" 3

4" HIGH DENSITY PARTICLE

BOARD W/ PLASTIC LAMINATE

4" x 11

2" HARDWOOD

BEVELED EDGE

2" WIRE PULLS

TOEKICK, 3 4" HIGH DENSITY

PARTICLE BOARD, FINISH W/

CORRESPONDING FLOOR FINISH

BASE (BY G.C.), SEE ROOM

FINISH SCHEDULE.

4" 2'

-8

3' -0

4" HIGH DENSITY PARTICLE

HARDWOOD RAILS &

STRETCHER (TYP.)

4" HIGH DENSITY

PARTICLE BOARD

W/ PLASTIC LAMINATE

BACK

BOARD W/ PLASTIC LAM.

DOOR, 34" PARTICLE

BOARD, PLASTIC

LAMINATE FINISH

EACH SIDE

K&V STANDARDS

W/ SHELF CLIPS

ADJUSTABLE SHELF 34" HIGH

DENSITY PARTICLE BOARD

W/ PLASTIC LAMINATE EA.

SIDE

4" HIGH DENSITY PARTICLE

HARDWOOD RAILS &

STRETCHER (TYP.)

BOARD W/ PLASTIC LAM.

2" WIRE PULLS

A-602

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

BREAKROOM COUNTER 8'4'0

SCALE IN FEET A-602

SCALE: 1"=1'-0"

SINK BASE CABINET SECTION 2'1'0

SCALE IN FEET

A-602

SCALE: 1"=1'-0"

BASE CABINET SECTION 2'1'0

SCALE IN FEET A-602

SCALE: 1"=1'-0"

WALL CABINET SECTION 2'1'0

SCALE IN FEET

FIRE

ROOM

ELEC.

ROOM

MECH.

ROOM

COMM.

HANGAR

VITREOUS CHINAC_TOILETSKINGSTONK-4329

H G

E D

VESTIBULE

ROOM

BRIEFING

OFFICE

OPEN

AREA

118A

BREAK

RESTROOM

UNISEX

CORRIDOR

118B

5.1

C

5.2

VITREOUS CHINA

C_TOILETSKINGSTONK-4329

RESTROOM

MEN'S

HANGAR

AC-1

5/8" GAS REFRIG. LINE

3/8" LIQUID REFRIG. LINE

EF-1

EA-1

8x6

75 CFM

EA-1

8x6

150 CFM

RL-1CONNECT 1" RWS AND

RWR LINES TO EXISTING

RL-3

4" RWS AND RWR DN

4" RWS AND

RWR DN

EA-1

8x6

75 CFM

3/4" RWS

3/4" RWR

4" RWS AND

RWR DN

RL-2

1" RWS

1" RWR

8"OA DUCT

200 CFM UP THRU ROOF

T

THERMOSTAT

TO FC-1

T THERMOSTAT

TO AHU-1

24"x12" LOUVER IN DOOR

175 CFM

12"x12" LOUVER IN DOOR

25 CFM

AH

U

-1

X1

VESTIBULE

40 SQFT

ROOM

205 SQFT

BRIEFING

OFFICE

1,056 SQFT

OPEN

RESTROOM

97 SQFT

UNISEX

RESTROOM

125 SQFT

MEN'S

CORRIDOR

60 SQFT

T

THERMOSTAT

TO RL-3

T

THERMOSTAT

TO RL-2

SA-1

24x24

150 CFM

SA-1

24x24

150 CFM

SA-1

24x24

150 CFM

SA-1

24x24

150 CFM

SA-1

24x24

150 CFM

SA-1

24x24

150 CFM

SA-1

24x24

150 CFM

SA-1

24x24

150 CFM

SA-1

24x24

150 CFM

SA-1

24x24

150 CFM

VD

SA-1

24x24

100 CFM

RA-1

24x24

650 CFM (TYP. OF 2)

10" DIA

RA-1

24x24

300 CFM CU-1

VD

10X10

VD

X1

VD

VD

8" DIA

8" DIA

VD

6" DIA

VD

10X10

VD

8" DIA

VD

8" DIA

VD

8" D

IA

VD

8" D

IA

VD

10" DIA

VD

8" D

IA

M-101

MECHANICAL FLOOR PLAN

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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. CONDENSATE SHALL BE PUMPED TO THE SAME LOCATION

AS THE AIR CONDENSING UNIT AND TERMINATE AT A

SPLASH BLOCK.

2. RL-1 WILL SERVE THE FOLLOWING AREAS: OPEN OFFICE,

RL-2 WILL SERVE THE FOLLOWING AREAS: BRIEFING ROOM,

VESTIBULE, RL-3 WILL SERVE THE FOLLOWING AREAS: MEN'S

RESTROOM, UNISEX RESTROOM

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.

Architectural

Mechanical 8/27/2021

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

TERMINTES AT 1'-0" AFF

TWO (2) LAYERS 1 12"

RIGID INSULATION

F F.1 E.1 D.1

OPEN

OFFICE

'-0

STANDING SEAM METAL

ROOF

PREFORMED INSULATED

METAL ROOF PANELS (R-20)

12" FIBERGLASS BATT

INSULATION, FACED

BETWEEN PURLINS (R-30)

STEEL COLUMN

BEYOND

FACE OF EXISTING

BUILDING

EXPANSION JOINT

FOOTING BEYOND

CORRIDOR

BREAK AREA

VINYL INSULATION

COVER AND AIR BARRIER

1' -0

TY

P.

3 INCHES OF

CONTINUOUS RIGID

INSULATION AND

VAPOR BARRIER

Tectonic Copyright 2007

T.O. FIRST FLOOR

EL. 698'-10"

ALIGN W/ EXIST. STRUCTURE BEYOND

EL. 722'-2"

T.O. EX EXTERIOR WALL AND

T.O. NEW EXTERIOR WALL

EL. 713'-7" VIF

SA-1

24x24

150 CFM

8"dia 10x10

8"dia

14x20

AHU-1

8"dia

SA-1

24x24

150 CFM

SA-1

24x24

150 CFM

8"dia

CU-1

SA-1

24x24

150 CFM

8"dia10"dia

M-201

MECHANICAL SECTIONS

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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'

A-301

Architectural

M-301

MECHANICAL SCHEDULES

FPBB162002

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

FPBB162002 CONSTRUCT MQ-9 SHOPS LAUNCH

AND RECOVERY ELEMENT

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

Architectural

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"…