AM03 DRAWINGS.pdf

PDF 1 MB Posted Jul 31, 2020

Attached to: Aircraft and Flight Equipment Building, Redstone Arsenal, Alabama
Solicitation number: W9127820R0037
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

About this file

Written by GovTribe AI · Dec 27, 2023

This document package includes architectural drawings and specifications for a proposed aircraft hangar facility. Key details include construction of a 63,873 square foot hangar building with administrative space to support developmental flight testing of rotary-wing aircraft. Supporting facilities include site work, utilities, paving, lighting, landscaping and security systems. Construction will involve awarding a contract between $25-$100 million to the selected offeror. The U.S. Army Corps of Engineers Mobile District will oversee the project taking place at Redstone Arsenal, Alabama.

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Other files

File	Type	Posted
AM04.pdf	PDF	Aug 4, 2020
AM03.pdf	PDF	Jul 31, 2020
AM02.pdf	PDF	Jul 27, 2020
AM02 DRAWINGS.pdf	PDF	Jul 27, 2020
Redstone Aircraft PreBid Signin.pdf	PDF	Jul 21, 2020
AM01 DRAWINGS.pdf	PDF	Jul 14, 2020
AM01.pdf	PDF	Jul 14, 2020
EM 385-1-1.pdf	PDF	Jun 29, 2020
RTA Drawings VOL1.pdf	PDF	Jun 29, 2020
RTA Drawings VOL2.pdf	PDF	Jun 29, 2020
VOL4.PDF	PDF	Jun 29, 2020
VOL2.PDF	PDF	Jun 29, 2020
VOL1.PDF	PDF	Jun 29, 2020
VOL3.PDF	PDF	Jun 29, 2020

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US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

AIRC FT AND FLIGHT EQUIPMENT BUILDING

REDSTONE ARSENAL, ALABAMA

MOBILE DISTRICT PROJECT CODE : MHY20008

SOLICITATION NUMBER: W9127820R0037

JUNE 2020

AMENDMENT NO. 0003

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

G-002

C R

G H

M O

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M M

M Y

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M H

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M H

N E

, A

M O

A L

K D

SHEET

NUMBER SHEET TITLE

T-102 SYSTEMS PLAN - B

T-103 SYSTEMS PLAN - C

T-104 SYSTEMS PLAN - D

T-105 SYSTEMS PLAN - E

T-106 SYSTEMS PLAN - FIRE PUMP BUILDING

T-401 SYSTEMS PLANS

T-402 SYSTEMS PLANS

T-501 SYSTEMS DETAILS

T-502 SYSTEMS DETAILS

T-503 SYSTEMS DETAILS

T-504 SYSTEMS DETAILS

T-601 SYSTEMS RISERS

SHEET

NUMBER SHEET TITLE

P-119 PLUMBING - NATURAL GAS PLAN PART 'C'

P-120 PLUMBING - NATURAL GAS PLAN PART 'D'

P-121 PLUMBING - NATURAL GAS PLAN PART 'F'

P-122 PLUMBING - ROOF PLAN PART 'A'

P-123 PLUMBING - ROOF PLAN PART 'B'

P-124 PLUMBING - ROOF PLAN PART 'C'

P-125 PLUMBING - ROOF PLAN PART 'D'

P-126 PLUMBING - ROOF PLAN PART 'F'

P-171 PLUMBING - PUMP HOUSE

P-301 PLUMBING BUILDING SECTIONS

P-302 PLUMBING BUILDING SECTIONS

P-401 PLUMBING ENLARGED PLANS - ADMIN DOMESTIC WATER

P-402 PLUMBING ENGLARGED PLANS - ADMIN SANITARY SEWER &

VENT

P-501 PLUMBING - DETAILS

P-502 PLUMBING - DETAILS

P-503 PLUMBING - DETAILS

P-504 PLUMBING - DETAILS

P-901 PLUMBING - DOMESTIC WATER 3D VIEW

P-902 PLUMBING - SANITARY SEWER & VENT 3D VIEW

P-903 PLUMBING - COMPRESSED AIR 3D VIEW

P-904 PLUMBING - NATURAL GAS 3D VIEW

MECHANICAL

M-001 MECHANICAL - HVAC LEGEND

M-101 MECHANICAL - HVAC COMPOSITE FLOOR PLAN

M-102 MECHANICAL - HVAC FLOOR PLAN PART 'A'

M-103 MECHANICAL - HVAC FLOOR PLAN PART 'B'

M-104 MECHANICAL - HVAC FLOOR PLAN PART 'C'

M-105 MECHANICAL - HVAC FLOOR PLAN PART 'D'

M-106 MECHANICAL - HVAC FLOOR PLAN PART 'F'

M-171 MECHANICAL - PUMP HOUSE

M-301 MECHANICAL - HVAC BUILDING SECTION

M-501 MECHANICAL - HVAC DETAILS

M-502 MECHANICAL - HVAC DETAILS

M-503 MECHANICAL - HVAC DETAILS

M-601 MECHANICAL - HVAC SCHEDULES

M-602 MECHANICAL - HVAC SCHEDULES

M-700 MECHANICAL - HVAC CONTROLS LEGEND

M-701 MECHANICAL - HVAC CONTROLS AHU-1,2

M-702 MECHANICAL - HVAC CONTROLS EXHAUST FANS & HEATERS

M-901 MECHANICAL - HVAC 3D VIEW

MS101 MECHANICAL SPECIALTIES FLOOR PLAN & SCHEDULE

ELECTRICAL

E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

ED001 ELECTRICAL DEMOLITION SITE PLAN

ED002 ELECTRICAL DEMOLITION SITE PLAN

ES001 ELECTRICAL SITE PLAN

ES002 ELECTRICAL SITE PLAN

ES501 ELECTRICAL SITE DETAILS

ES502 ELECTRICAL SITE DETAILS

ES503 ELECTRICAL SITE DETAILS

E-101 HAZARDOUS AREA CLASSIFICATION PLAN

E-102 HAZARDOUS AREA CLASSIFICATION PLAN

E-103 HAZARDOUS AREA CLASSIFICATION PLAN

EL101 LIGHTING PLAN - A

EL102 LIGHTING PLAN - B

EL103 LIGHTING PLAN - C

EL104 LIGHTING PLAN - D

EL105 LIGHTING PLAN - E

EL106 LIGHTING PLAN - FIRE PUMP BUILDING

EL501 LIGHTING SCHEDULES & DETAILS

EL502 LIGHTING DETAILS

EL503 LIGHTING DETAILS

EL504 LIGHTING CONTROL DETAILS

EP101 POWER PLAN - A

EP102 POWER PLAN - B

EP103 POWER PLAN - C

EP104 POWER PLAN - D

EP105 POWER PLAN - E

EP106 POWER PLAN - FIRE PUMP BUILDING

EP501 POWER DETAILS

EP601 POWER RISER

EP602 POWER RISERS

EP603 ELECTRICAL SINGLE LINE DIAGRAM

EP604 ELECTRICAL SCHEDULES

EP605 PANEL SCHEDULES

EP606 PANEL SCHEDULES

EP607 PANEL SCHEDULES

EP608 PANEL SCHEDULES

EP609 PANEL SCHEDULES

EP610 PANEL SCHEDULES

EG101 LIGHTNING PROTECTION & GROUNDING PLAN - A

EG102 LIGHTNING PROTECTION & GROUNDING PLAN - B

EG103 LIGHTNING PROTECTION & GROUNDING PLAN - C

EG104 LIGHTNING PROTECTION & GROUNDING PLAN - FIRE PUMP

BUILDING

EG105 LIGHTNING PROTECTION ROOF PLAN - A

EG106 LIGHTNING PROTECTION ROOF PLAN - B

EG107 LIGHTNING PROTECTION ROOF PLAN - C

EG108 LIGHTNING PROTECTION ROOF PLAN - FIRE PUMP BUILDING

EG501 LIGHTNING PROTECTION & GROUNDING DETAILS

EG502 LIGHTNING PROTECTION & GROUNDING DETAILS

EC501 CATHODIC PROTECTION DETAILS

EC502 CATHODIC PROTECTION DETAILS

EC503 CATHODIC PROTECTION DETAILS

EC504 CATHODIC PROTECTION WATER TANK DETAILS

EC505 CATHODIC PROTECTION WATER TANK DETAILS

ELECTRONIC SYSTEMS

T-001 SYSTEMS LEGEND

TD001 TELECOMMUNICATIONS DEMOLITION SITE PLAN

TD002 TELECOMMUNICATIONS DEMOLITION SITE PLAN

TS001 TELECOMMUNICATIONS SITE PLAN

TS002 TELECOMMUNICATIONS SITE PLAN

TS003 TELECOMMUNICATIONS SITE PLAN

TS501 TELECOMMUNICATIONS SITE DETAILS

TS601 TELECOMMUNICATIONS RISER - OSP

T-101 SYSTEMS PLAN - A

SHEET

NUMBER SHEET TITLE

ARCHITECTURE

A-001 GENERAL NOTES, ABBREVIATIONS

A-002 BUILDING CODE AND LIFE SAFETY ANALYSIS

A-005 AIR BARRIER PLAN AND SECTIONS

A-007 AIR BARRIER CONSTRUCTION METHODS

A-100 COMPOSITE FLOOR PLAN

A-101 FLOOR PLAN - AREA "A" -ANNOTATIVE

A-102 FLOOR PLAN - AREA "B" - ANNOTATIVE

A-103 FLOOR PLAN - AREA "C" - ANNOTATIVE

A-104 FLOOR PLAN - AREA "D" - ANNOTATIVE

A-105 FLOOR PLAN - AREA "F" - ANNOTATIVE

A-107 FLOOR PLAN - AREA "A"-DIMENSIONAL

A-108 FLOOR PLAN - AREA "B"-DIMENSIONAL

A-109 FLOOR PLAN - AREA "C"-DIMENSIONAL

A-110 FLOOR PLAN - AREA "D"-DIMENSIONAL

A-111 FLOOR PLAN - AREA "F"-DIMENSIONAL

A-113 COMPOSITE REFLECTED CEILING PLAN

A-114 REFLECTED CEILING PLAN AREA "A"

A-115 REFLECTED CEILING PLAN AREA "B"

A-116 REFLECTED CEILING PLAN AREA "C"

A-117 REFLECTED CEILING PLAN AREA "D"

A-118 REFLECTED CEILING PLAN AREA "F"

A-120 COMPOSITE ROOF PLAN

A-121 ROOF PLAN AREA "A"

A-122 ROOF PLAN AREA "B"

A-123 ROOF PLAN AREA "C"

A-124 ROOF PLAN AREA "D"

A-125 ROOF PLAN AREA "F"

A-150 FIRE PUMP FACILITY - PLANS

A-201 EXTERIOR ELEVATIONS

A-250 FIRE PUMP FACILITY - ELEVATIONS

A-301 BUILDING S SECTIONS

A-302 BUILDING SECTIONS

A-305 FIRE PUMP FACILITY - SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-401 RESTROOM EQUIPMENT MOUNTING HEIGHTS

A-402 ENLARGED PLANS - RESTROOMS

A-403 INTERIOR ELEVATIONS & SECTIONS

A-501 ENLARGED PLAN DETAILS

A-505 WALL DETAILS

A-510 ROOF DETAILS

A-511 ROOF DETAILS

A-513 DETAILS - MISCELLANEOUS

A-514 FIRE EXTINGUSHER CABINET DETAILS

A-515 FIRE EXTINGUISHER CABINET DETAILS

A-601 PARTITION TYPES

A-602 ROOM FINISH SIGN SCHEDULE & DETAILS

A-603 DOOR SCHEDULE

A-604 DOOR DETAILS - INTERIOR

A-605 DOOR DETAILS - EXTERIOR

A-606 WINDOW TYPES / DETAILS

A-607 MECHANICAL LOUVER / FLUE DETAILS

INTERIOR

I-101 FURNITURE PLAN – AREA “F”

FIRE PROTECTION

FL100 LIFE SAFETY ANALYSIS

FL101 LIFE SAFETY OVERALL PLAN

FL102 LIFE SAFETY PLAN - AREA A

FL103 LIFE SAFETY PLAN - AREA B

FL104 LIFE SAFETY PLAN - AREA C

FL105 LIFE SAFETY PLAN - AREA D

FL106 LIFE SAFETY PLAN - AREA F

FX001 FIRE SUPPRESSION LEGEND & GENERAL NOTES

FX101 FIRE SUPPRESSION COMPOSITE PLAN

FX301 FIRE SUPPRESSION SECTIONS

FX401 FIRE SUPPRESSION – ENLARGED PLAN

FX402 FIRE SUPPRESSION – ENLARGED PLAN

FX501 FIRE SUPPRESSION DETAILS

FX502 FIRE SUPPRESSION DETAILS

FX701 FIRE PUMP LAYOUT

FX901 FIRE SUPPRESSION – 3D VIEW SPRINKLER & FOAM RISERS

FA001 FIRE ALARM & MASS NOTIFICATION LEGEND

FA101 FIRE ALARM & MASS NOTIFICATION PLAN - A

FA102 FIRE ALARM & MASS NOTIFICATION PLAN - B

FA103 FIRE ALARM & MASS NOTIFICATION PLAN - C

FA104 FIRE ALARM & MASS NOTIFICATION PLAN - D

FA105 FIRE ALARM & MASS NOTIFICATION PLAN - E

FA106 FIRE ALARM & MASS NOTIFICATION PLAN - FIRE PUMP

BUILDING

FA401 FIRE ALARM & MASS NOTIFICATION PLAN

FA402 FIRE ALARM & MASS NOTIFICATION PLAN

FA501 FIRE ALARM & MASS NOTIFICATION DETAILS

FA502 FIRE ALARM & MASS NOTIFICATION DETAILS

FA503 FIRE ALARM & MASS NOTIFICATION DETAILS

FA601 FIRE ALARM & MASS NOTIFICATION RISER

PLUMBING

P-001 PLUMBING - LEGENDS

P-002 PLUMBING - SCHEDULES

P-101 PLUMBING - COMPOSITE FLOOR PLAN

P-102 PLUMBING - DOMESTIC WATER PLAN PART 'A'

P-103 PLUMBING - DOMESTIC WATER PLAN PART 'B'

P-104 PLUMBING - DOMESTIC WATER PLAN PART 'C'

P-105 PLUMBING - DOMESTIC WATER PLAN PART 'D'

P-106 PLUMBING - DOMESTIC WATER PLAN PART 'F'

P-107 PLUMBING - SANITARY SEWER & VENT PLAN PART 'A'

P-108 PLUMBING - SANITARY SEWER & VENT PLAN PART 'B'

P-109 PLUMBING - SANITARY SEWER & VENT PLAN PART 'C'

P-110 PLUMBING - SANITARY SEWER & VENT PLAN PART 'D'

P-111 PLUMBING - SANITARY SEWER & VENT PLAN PART 'F'

P-112 PLUMBING - COMPRESSED AIR PLAN PART 'A'

P-113 PLUMBING - COMPRESSED AIR PLAN PART 'B'

P-114 PLUMBING - COMPRESSED AIR PLAN PART 'C'

P-115 PLUMBING - COMPRESSED AIR PLAN PART 'D'

P-116 PLUMBING - COMPRESSED AIR PLAN PART 'F'

P-117 PLUMBING - NATURAL GAS PLAN PART 'A'

P-118 PLUMBING - NATURAL GAS PLAN PART 'B'

SHEET INDEX

SHEET

NUMBER SHEET TITLE

CG312 AIRCRAFT PARKING APRON CROSS SECTIONS

CG313 ACCESS APRON & HANGAR CROSS SECTIONS

CG314 ACCESS APRON & HANGAR CROSS SECTIONS

CG315 ACCESS APRON & HANGAR CROSS SECTIONS

CG316 ACCESS APRON & HANGAR CROSS SECTIONS

CG317 ACCESS APRON & HANGAR CROSS SECTIONS

CG318 ACCESS APRON & HANGAR CROSS SECTIONS

CG401.1 STORM WATER MANAGEMENT POND LAYOUT AND GRADING

PLAN

CG402.1 POND SECTION CUTS

CG403 POND SUBDRAIN DETAILS

CG404 HANGAR ENLARGED GRADING PLAN

CG405 HANGAR ROOF DRAIN PLAN

CG406 HANGAR ROOF DRAIN PLAN

CG407 HANGAR ROOF DRAIN PLAN

CG501 MISCELLANEOUS DRAINAGE DETAILS

CG502 MISCELLANEOUS DRAINAGE DETAILS

CG503 MISCELLANEOUS DRAINAGE DETAILS

CG504 TRENCH DRAIN DETAILS

CG505.1 RIP RAP DETAILS

CG506 CONFLICT MANHOLE STRUCTURE DETAILS

CG601.1 DRAINAGE STRUCTURE TABLES

CG602.1 DRAINAGE STRUCTURE TABLES

CG603.1 DRAINAGE STRUCTURE TABLES

CU101 UTILITY PLAN

CU102 UTILITY PLAN

CU103 UTILITY PLAN

CU104 UTILITY PLAN

CU105 UTILITY PLAN

CU200 UTILITY PROFILES

CU201 SANITARY SEWER STRUCTURE AND PIPE TABLES

CU501 WATER UTILITY DETAILS

CU502 WATER UTILITY DETAILS

CU503 WATER UTILITY DETAILS

CU504 WATER TANK DETAILS

CU505 WATER TANK DETAILS

CU506 WATER AND SEWER UTILITY DETAILS

CU507 SANITARY SEWER DETAILS

CU508 LIFT STATION DETAILS

CU509 LIFT STATION DETAILS

CU510 LIFT STATION DETAILS

CU511 CONTAINMENT TANK AND DIVERTER VALVE DETAILS

CU512 OIL WATER SEPARATOR DETAILS

CU513 OIL WATER SEPARATOR DETAILS

CU600 BID OPTION GAS LINE

CU601 BID OPTION GAS LINE

CU602 BID OPTION GAS LINE

CU603 BID OPTION GAS LINE

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS &

ABBREVIATIONS

S-002 COMPONENT AND CLADDING WIND LOADS

S-100 PROJECT REFERENCE PLAN

S-101 FOUNDATION PLAN - AREA A

S-102 FOUNDATION PLAN - AREA B

S-103 FOUNDATION PLAN - AREA C

S-104 FOUNDATION PLAN - AREA D

S-105 FOUNDATION PLAN - AREA F

S-106 SLAB PLAN - AREA A

S-107 SLAB PLAN - AREA B

S-108 SLAB PLAN - AREA C

S-109 SLAB PLAN - AREA D

S-110 SLAB PLAN - AREA F

S-113 ADMINISTRATION ROOF FRAMING PLAN

S-114 FIRE EQUIPMENT ROOM ROOF FRAMING PLANS

S-115 TOP OF DOOR FRAMING PLANS

S-116 BOTTOM CHORD FRAMING PLAN - AREA A

S-117 BOTTOM CHORD FRAMING PLAN - AREA B

S-118 BOTTOM CHORD FRAMING PLAN - AREA C

S-119 BOTTOM CHORD FRAMING PLAN - AREA D

S-121 TOP CHORD FRAMING PLAN - AREA A

S-122 TOP CHORD FRAMING PLAN - AREA B

S-123 TOP CHORD FRAMING PLAN - AREA C

S-124 TOP CHORD FRAMING PLAN - AREA D

S-171 FIRE PUMP ROOM FOUNDATION PLAN

S-172 FIRE PUMP ROOM ROOF PLAN

S-173 FIRE PUMP ROOM SECTIONS

S-174 FIRE PUMP TANK FOUNDATION PLANS

S-201 FRAMING ELEVATIONS

S-202 FRAMING ELEVATIONS

S-204 FRAMING ELEVATIONS

S-205 FRAMING ELEVATIONS

S-206 FRAMING ELEVATIONS

S-207 TRUSS ELEVATIONS

S-208 FRAMING ELEVATIONS

S-209 GIRT FRAMING ELEVATIONS

S-210 GIRT FRAMING ELEVATIONS

S-211 GIRT FRAMING ELEVATIONS

S-212 GIRT FRAMNG ELEVATIONS

S-213 GIRT FRAMING ELEVATIONS

S-214 GIRT FRAMING ELEVATIONS

S-301 FOUNDATION SECTIONS

S-302 FOUNDATION SECTIONS

S-303 FOUNDATION SECTIONS

S-304 FRAMING SECTIONS

S-305 ADMINISTRATION ROOF FRAMING SECTIONS

S-306 GIRT FRAMING SECTIONS

S-307 TRUSS RT1 FRAMING SECTIONS

S-308 TRUSS FRAMING SECTIONS

S-309 TRUSS FRAMING SECTIONS

S-310 HANGAR ROOF ACCESS LADDER SECTIONS AND DETAILS

S-501 TYPICAL CONCRETE DETAILS

S-502 TYPICAL CONCRETE DETAILS

S-503 TYPICAL MASONRY WALL DETAILS

S-504 TYPICAL STRUCTURAL BASE PLATE DETAILS

S-505 TYPICAL FRAMING DETAILS

S-603 FOOTING SCHEDULES

SHEET

NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

CIVIL

GC001 LOCATION/VICINITY MAP

GC002 PROJECT ABBREVIATIONS SHEET

GC003 LEGEND

GC004.1 GENERAL NOTES

GC005.1 OVERALL SITE MAP

GC006.1 BID INFORMATION SHEET

GC101.1 PHASE 1 AND AIR TRAFFIC CONTROL PLAN & CONTROL

ACCESS PLAN

GC102.1 PHASE 2 AND AIR TRAFFIC CONTROL PLAN & CONTROL

ACCESS PLAN

GC501 PHASING DETAILS

V-101 EXISTING CONDITIONS

V-102 EXISTING CONDITIONS

V-103 EXISTING CONDITIONS

V-104 EXISTING CONDITIONS

V-105 EXISTING CONDITIONS

V-106 EXISTING CONDITIONS

V-107 EXISTING CONDITIONS (DELETED)

V-108 EXISTING CONDITIONS (DELETED)

V-109 SURVEY MONUMENTATION

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CD103.1 DEMOLITION PLAN

CD104 DEMOLITION PLAN

CD105 DEMOLITION PLAN

CD106.1 DEMOLITION PLAN

CD107 DEMOLITION PLAN (DELETED)

CD108 DEMOLITION PLAN (DELETED)

CD501 EXISTING EDGE DRAIN DETAILS

CT101 GEOMETRIC LAYOUT PLAN

CT102 GEOMETRIC LAYOUT PLAN

CT103.1 GEOMETRIC LAYOUT PLAN

CT104 GEOMETRIC LAYOUT PLAN

CT105 GEOMETRIC LAYOUT PLAN

CT106.1 GEOMETRIC LAYOUT PLAN

CT107 GEOMETRIC LAYOUT PLAN (DELETED)

CT108 GEOMETRIC LAYOUT PLAN (DELETED)

CT401 AIRCRAFT PARKING APRON CONCRETE JOINT & ELEVATION

PLAN

CT402 AIRCRAFT PARKING APRON CONCRETE JOINT & ELEVATION

PLAN

CT403 AIRCRAFT PARKING APRON CONCRETE JOINT & ELEVATION

PLAN

CT404 HANGAR APRON CONCRETE JOINT ELEVATION PLAN

CT405 HANGAR APRON CONCRETE JOINT ELEVATION PLAN

CT501 FE-6 SECURITY FENCE DETAILS

CT502 SLIDING GATE DETAIL

CT503 FE-6 DOUBLE SWING GATE

CT504 FARM FENCE DETAILS

CT505 DUMPSTER PAD DETAILS

CT601 ROADWAY CURVE DATA SCHEDULES

CP101 PAVING AND MARKING PLAN

CP102 PAVING AND MARKING PLAN

CP103.1 PAVING AND MARKING PLAN

CP104 PAVING AND MARKING PLAN

CP105 PAVING AND MARKING PLAN

CP301 HANGAR AND ACCESS APRON SECTION CUTS

CP302 HMA ACCESS ROAD DETAILS

CP303 PARKING APRON SECTION CUTS AND TYPICAL SECTIONS

CP304 PARKING APRON SECTION CUT

CP305 HMA ACCESS ROAD DETAILS

CP401 ENLARGEMENT MARKING PLAN AND PAVING LAYOUT PLAN

CP501 PAVEMENT SECTIONS

CP502 DRAINAGE LAYER AND PAVEMENT SECTIONS

CP503 DRAINAGE LAYER AND PAVEMENT SECTIONS

CP504 CONCRETE JOINT STANDARD DETAILS

CP505 AIRFIELD PAVEMENT DETAILS

CP506 MOORING DEVICE AND STATIC GROUND LAYOUT

CP507 MOORING DEVICE AND STATIC GROUND DETAILS

CP508 ROADWAY MARKING DETAILS

CP509 AIRFIELD MARKING DETAILS

CP510 HANGAR ACCESS APRON DETAILS

CP511 JOINT DETAILS

CG101 GRADING PLAN

CG102 GRADING PLAN

CG103.1 GRADING PLAN

CG104 GRADING PLAN

CG105 GRADING PLAN

CG106.1 GRADING PLAN

CG107 GRADING PLAN (DELETED)

CG108 GRADING PLAN (DELETED)

CG201 ACCESS ROAD PROFILE

CG202 HANGAR SERVICE ROAD PROFILE

CG203 TAXILANE CENTERLINE PROFILE

CG204 STORM DRAINAGE PROFILES

CG205 STORM DRAINAGE PROFILES

CG206 STORM DRAINAGE PROFILES

CG207 STORM DRAINAGE PROFILES

CG208.1 STORM DRAINAGE PROFILES

CG209 STORM DRAINAGE PROFILES

CG210 STORM DRAINAGE PROFILES

CG211 STORM DRAINAGE PROFILES

CG212 DITCH PROFILE

CG301 AIRCRAFT PARKING APRON CROSS SECTIONS

CG302 AIRCRAFT PARKING APRON CROSS SECTIONS

CG303 AIRCRAFT PARKING APRON CROSS SECTIONS

CG304 AIRCRAFT PARKING APRON CROSS SECTIONS

CG305 AIRCRAFT PARKING APRON CROSS SECTIONS

CG306 AIRCRAFT PARKING APRON CROSS SECTIONS

CG307 AIRCRAFT PARKING APRON CROSS SECTIONS

CG308 AIRCRAFT PARKING APRON CROSS SECTIONS

CG309 AIRCRAFT PARKING APRON CROSS SECTIONS

CG310 AIRCRAFT PARKING APRON CROSS SECTIONS

CG311 AIRCRAFT PARKING APRON CROSS SECTIONS

AMENDMENT NO. 0002

D M

N O

. 0

T N

O . 0

T N

O . 0

, S H

E C

G E

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DRAWING ABBREVIATIONS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICEDISCIPLINE MODIFIER

SHEET NUMBER WITHIN

SERIES

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

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

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

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

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HTCEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

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

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

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

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

ETS EXPOSED TO STRUCTURE

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GREXTERIOR GRADE

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

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BDFASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

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

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GPC GROUND AND POLISHED CONCRETE

FINISH

GLZ GLAZING

GSF GROSS SQUARE FEET

GSM GROSS SQUARE METERS

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

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

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

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

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

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

JAN JANITOR

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

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

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

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

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

MM MILIMETERS

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

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

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

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

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

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

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PFM PLATFORM

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

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

QT QUARRY TILE

QTY QUANTITY

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

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO AEC CAD

STANDARDS FOR PROPER

SHEET NUMBERING

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

SHEET NUMBER

A SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

PLAN NORTH

A-101

Ref

A-101

SIM

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH

COAT, OR CEMENT

PLASTER

CMU

FIBERGLASS BATT

INSULATION

EXTRUDED

POLYSTYRENE RIGID

INSULATION

POLYISOCYANURATE

RIGID INSULATION

GYPSUM BOARD

PLYWOOD

MATERIALS

INTERIOR ELEVATIONA101

Ref

A101

Ref

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

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

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

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

1. FACILITY DESCRIPTION: NEW 63,873 GSF AIRCRAFT AND FLIGHT EQUIPMENT

BUILDING, WITH SUPPORTING FACILITIES CONSISTING OF A FIRE PUMP BUILDING. THE

PROPOSED AIRCRAFT AND FLIGHT EQUIPMENT FACILITY IS COMPOSED OF THE

AIRCRAFT SERVICING AREA, TECHNICIAN SHOPS, COMPANY ADMINISTRATIVE AND

OPERATIONS FUNCTIONAL AREAS. THE AIRCRAFT SERVICING AREA IS AN OPEN HIGH-

BAY WITH 8 UH-60 MAINTENANCE MODULES. AIRCRAFT BAY CLEARANCES ARE BASED

ON ARMY STANDARDS. THE BUILDING ORIENTATION AND FUNCTIONAL

RELATIONSHIPS WERE ESTABLISHED BASED ON SITE CONSTRAINTS, EXISTING

FUNCTIONAL FACILITIES, AND USER INTERVIEWS.

2. CODE CONSIDERATIONS: BUILDING IS PER IBC, TYPE II-B CONSTRUCTION

COMPLIANT WITH UFC 3-600-01, NFPA 409, AND AS ALLOWED BY UFC 4-211 01.

PORTIONS OF THE FACILITY OTHER THAN AIRCRAFT SERVICING AREAS ARE TO BE

SEPARATED BY ONE-HOUR FIRE-RATED WALLS.

A) OCCUPANCY CLASSIFICATION: PER IBC: F-1 PRIMARY OCCUPANCY;

ACCESSORY OCCUPANCY BUSINESS (B) OCCUPANCY. PER NFPA 101: FOR

EGRESS AND OCCUPANT LOAD, BUILDING IS CONSIDERED A MIXED

OCCUPANCY SEPARATED: BUSINESS AND INDUSTRIAL.

B) CONSTRUCTION TYPE: PER IBC: CONSTRUCTION TYPE II-B, UFC4-211-01

PARA 3-3.1.1

C) SEPARATION REQUIREMENTS: UFC 4-211-01 PARAGRAPH 3-3.1.3 GOVERNS

SEPARATION OF ONE HOUR FIRE BARRIER BETWEEN AIRCRAFT BAYS AND

SUPPORT AREA. AND ONE HOUR SEPARATION FOR FIRE PROTECTION

EQUIPMENT ROOMS.

D) SPACING OF STRUCTURES: THIS FACILITY WILL BE SEPARATED BY A MINIMUM

OF 60 FEET ALL SIDES FROM OTHER BUILDINGS.

3. BUILDING CONSTRUCTION / SCOPE REQUIREMENTS:

A)NEW HANGAR: HANGAR BAYS ARE TO BE ENCLOSED BY CMU WALLS WITH STEEL

GIRTS AND WALL PANELS ABOVE; HANGAR BAY ROOF IS LOW SLOPE MODIFIED

BITUMEN ROOF SYSTEM OVER INSULATION AND STRUCTURAL DECK. THE

ADMINISTRATION AREA SHALL HAVE A STANDING SEAM METAL ROOF OVER

INSULATION AND STRUCTURAL DECK. FLIGHT LINE ACCESS IS PROVIDED BY

CONTINUOUS MOTOR OPERATED SLIDING HANGAR DOORS. TWO 10 TON BRIDGE

CRANES WILL SERVICE THE HANGAR BAYS. PORTIONS OF THE FACILITY OTHER THAN

AIRCRAFT SERVICING AREAS ARE TO BE SEPARATED BY ONE-HOUR FIRE-RATED UNIT

MASONRY WALLS. IN OFFICE AREAS INTERIOR PARTITIONS SHALL BE GYPSUM BOARD

ON METAL STUDS. INTERIOR CEILINGS SHALL BE LAY-IN ACOUSTICAL TYPE IN OFFICE

AREAS WITH GYPSUM BOARD IN TOILET AREAS. TECHNICIAN SUPPORT AREAS SHALL

HAVE UNIT MASONRY WALLS WITH GYPSUM BOARD FURRED GYPSUM BOARD WALLS

AND A LAY-IN ACOUSTICAL TILE CEILING. STEEL JOIST WITH STEEL ROOF DECK SHALL

SUPPORT THE ARCHITECTURAL METAL ROOF SYSTEM. FINISH MATERIALS FOR

WALLS, FLOORS, AND CEILINGS WILL FOLLOW THE INSTALLATION DESIGN GUIDES

AND RESPECTIVE UFC'S. SUSTAINABLE DESIGN, ASHRAE 189.1 & 90.1 FEATURES

INCLUDE EXTERIOR WALLS CONTINUOUSLY INSULATED TO R13 AND THE ROOF

SYSTEM CONTINUOUSLY INSULATED TO R25. INDOOR ENVIRONMENTAL QUALITY

FEATURES INCLUDE DAY-LIGHTING TO HANGAR BAY AREAS AND DAYLIGHTING TO

OTHER AREAS.

B) FIRE PUMP BUILDING: THIS WORK WILL CONSIST OF A CONSTRUCTED 1966 SF

CONCRETE BLOCK BUILDING (TO MATCH EQUIPMENT FACILITY) WITH A METAL ROOF .

X WALL TYPE SEE

SHEETS A-601

SYMBOLS LEGEND

X WINDOW TYPE SEE

SHEETS A-606

000 ROOM NUMBER

DOOR NUMBER SEE SHEETS

A-603 FOR DOOR SCHEDULE

LOUVER SEE-607X

MEJ MASONRY EXPANSION JOINT

DS DOWN SPOUT

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

A-001

C R

G H

M O

T C

. G

C . G

C he ck er

M H

N E

, A

M O

A L

N O

S, A

O N

K D

E N D

J U

G E

C R

C O

U N

11 12 17

56,727 SF

HANGAR BAY

C H

E "A

C H

E "B

C H

E "C

MATCHLINE "D"

MECH.

OFFICE

CONF.

BREAK

RECEP.COMM

ELEC

WORK

RM.

FIRE/

FOAM

FIRE/FOAMMEN

WOMEN

9 10

2 3 4 5

13 14 15

16 19 20 21

F.3

1.2 10.8 12.213.7 21.8

GYP BD CEILING

RECESSED CAN LIGHTING

FIXTURE

EXIT SIGN LOCATION (REFER TO FA

DWGS)

2' x 4' LIGHT FIXTURE

DIFFUSER

CEILING HEIGHT, ABOVE

FINISH FLOOR

2' x 2' LIGHT FIXTURE

2'X2' ACT CEILING

SURFACED MNT LIGHT

FIXTURE

REFLECTED CEILING SYMBOLS LEGEND

+ #'- #" A.F.F.

EXHAUST FAN GRILLE

1' x 4' LINEAR LIGHT FIXTURE

PENDANT MOUNTED

AP ACCESS PANEL COORDINATE

WITH PLUMBING

ETS - EXPOSED TO

STRUCTURE

(ALL ITEMS MAY NOT BE USED - SEE ELECTRICAL AND MECHANICAL FOR ADDITIONAL INFORMATION)

2' x 4' LINEAR LIGHT FIXTURE

PENDANT MOUNTED

NOTES:

1. REFER TO MECHANICAL AND ELECTRICAL FOR EXACT LIGHTING

FIXTURE AND MECHANICAL ACCESSORY NOTES.

2. CEILING GRID TO BE SUSPENDED FROM STRUCTURAL ELEMENTS

ONLY.

3. EXPOSED STRUCTURE AND MECHANICAL DUCTS TO BE PAINTED.

4. 9'-0" CEILING HEIGHTS IN ADMINISTRATIVE AREAS UNLESS NOTED

OTHERWISE (REFER TO FINISH SCHEDULE)

5. DRAFT CURTAIN AREA NOT TO EXCEED 7,500 S.F.

KEY PLAN

PLAN NORTH

A B C D

FALL ARREST TETHER TRACK SYSTEM NOTES

1. FALL ARREST ANCHOR SYSTEM, IN CONJUNCTION WITH CONNECTORS AND

HARNESSES PROVIDED BY OTHER, SHALL PROVIDE A MEANS OF PROTECTING

WORKER FROM FALL IN ELEVATED WORK ENVIRONMENTS WHILE PROVIDING FOR

WORKER MOBILITY TO PERFORM TASKS.

SYSTEM SHALL BE OVERHEAD SUSPENDED, MONORAIL TYPE EXTERIOR

INSTALLATION PROVIDING PROTECTION FOR AREA IMMEDIATELY ABOVE EACH

AIRCRAFT PARKING ZONE (8 SPACES SHOWN ON DRAWINGS). FALL ARREST ANCHOR

SYSTEM SHALL CONSIST OF RIGID, OVERHEAD MOUNTED, ENCLOSED

TRACK RAIL AND WHEELED TETHER TROLLEYS. WIRE ROPE ANCHOR SYSTEMS ARE

NOT ACCEPTABLE.

SYSTEM SHALL BE A MONORAIL SYSTEM DESIGNED TO PROVIDE WORKER MOBILITY

ALONG A SINGLE STRAIGHT LINE AXIS, OR BRIDGE SYSTEM DESIGNED TO PROVIDE

WORKER MOBILITY IN TWO DIMENSIONS.

INSTALLED TRACK WITH TETHER TROLLEYS SHALL BE POSITIONED AT HEIGHT

TO ALLOW FOR PROPER CLEARANCES FOR AIRCRAFT AND MOBILITY OF WORKER

AND SHOULD BE STRAIGHT AND LEVEL TO ELIMINATE POTENTIAL BINDING OR

DRIFT.

FALL ARREST ANCHOR SYSTEM SHALL BE DESIGNED TO SUPPORT TWO WORKERS

EACH WEIGHING UP TO 310 POUNDS WITH TOOLS.

ANCHOR SYSTEM SHALL SUPPORT FULL IMPACT OF FALLS VERTICALLY AND AT

INCLINES UP TO 30 DEGREE ANGLE. SYSTEM AND COMPONENTS SHALL BE RATED

FOR 900 POUND MAXIMUM ARRESTING FORCE (MAF).

TETHER TRACK: ENCLOSED TYPE LIMITING DUST AND DIRT COLLECTION ON

ROLLING SURFACES.

2. MANUFACTURER OF SYSTEM SHALL BE COMPANY SPECIALIZING IN DESIGNING

AND MANUFACTURINGOVERHEAD RAIL SYSTEMS AND LIFTING DEVICES WITH

MINIMUM 5 YEARS SUCCESSFUL DESIGN COMPANY SPECIALIZING EXCLUSIVELY IN

FALL PROTECTION AND SAFETY EQUIPMENT. FALL ARREST ANCHOR SYSTEM

SHALL BE DESIGNED, FABRICATED, AND INSTALLED IN ACCORDANCE WITH ANSI

Z359 AND OSHA 1926, SUBPART M.

PERFORM WELDING BY CERTIFIED OPERATORS IN ACCORDANCE WITH AWS

D14.1/D14.1M.

BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH TORQUE TIGHTENING

PROCEDURES SPECIFIED IN AISC MANUAL, PART 5.

3. WARRANTY: FIVE YEARS WARRANTY FOR FALL ARREST TRACK SYSTEM TO COVER

DEFECTS IN MATERIALS AND WORKMANSHIP.

4. LAYOUT: IT IS THE RESPONSIBILITY OF THE FALL PROTECTION SYSTEM DESIGN

ENGINEER TO PROVIDE SHOP DRAWINGS DEPICTING A SYSTEM IN COMPLIANCE WITH

APPLICABLE STANDARDS FOR FALL PROTECTION.

6. SUBMIT

A. SHOP DRAWINGS - SHOW SYSTEM LAYOUT,

CONFIGURATION, DIMENSIONS, CONNECTIONS,

SUPPORTS, AND FABRICATION AND

INSTALLATION DETAILS, SIGNED AND

SEALED BY THE REGISTERED STRUCTURAL

ENGINEER RESPONSIBLE FOR

DESIGN OF THIS SYSTEM, FROM THE

JURISDICTION IN WHICH THE PROJECT

IS LOCATED.

B. ALSO PROVIDE CALCULATIONS OF LOADS

TRANSMITTED FROM FALL ARREST ANCHOR

SYSTEM TO SUPPORTING STRUCTURE, SIGNED

AND SEALED BY THE REGISTERED

STRUCTURAL ENGINEER RESPONSIBLE FOR

DESIGN OF THIS SYSTEM, FROM THE

JURISDICTION IN WHICH THE PROJECT IS

LOCATED.

C. MANUFACTURER'S INSTRUCTIONS: SUBMIT

MANUFACTURER'S INSTALLATION AND

MAINTENANCE INSTRUCTIONS

5. COMPONENTS:

A. TETHER TRACK: COLD-ROLLED STEEL, ENCLOSED TRACK DESIGNED TO

ACCOMMODATE EASY, SMOOTH MOVEMENT WITHOUT FORCING OR JAMMING

OF TETHER TROLLEY WITH ATTACHED CONNECTOR AND TO EFFORTLESSLY

FOLLOW WORKER.

PROFILE: RECTANGULAR, TUBULAR SECTION WITH CONTINUOUS BOTTOM SLOT

TO ALLOW MOVEMENT OF TROLLEY AND CONNECTOR. BOTTOM RUNNING

FLANGES TO KEEP TROLLEY CENTERED. FLAT, NON-CENTERING TRACKS ARE

NOT ACCEPTABLE.

B. ADDITIONAL SUPPORTS: STEEL BRACKETS AND HARDWARE FOR MOUNTING TO

STRUCTURAL ELEMENTS, AS REQUIRED BY MANUFACTURER.

C. TETHER TROLLEYS: WHEELED, STEEL FABRICATION DESIGNED SPECIFICALLY

TO USE WITH TETHER TRACK FOR FALL ARREST SYSTEMS AND PROVIDE FLUID

MOVEMENT AND STABILITY. PROVIDE TWO TETHER TROLLEYS PER

EACH CONTINUOUS RUN OF TETHER TRACK.

D. WHEELS: EQUIP EACH TROLLEY WITH WHEELS SIZED TO ROLL

WITHIN TETHER TRACK.

E. CONNECTION DEVICE: EQUIP BOTTOM OF TROLLEY WITH SWIVEL EYE FOR

SECURING SHOCK-ABSORBING LANYARD OR SELF-RETRACTING LIFELINE AND

WHICH ALLOWS FREE MOVEMENT BENEATH TROLLEY AND PREVENTS

TWISTING OF THE CONNECTOR.

F. FULL-BODY HARNESSES: PROVIDE MANUFACTURER FIRE RETARDANT FULL

BODY HARNESS IN NUMBER EQUAL TO TROLLEY COUNT INDICATED, IN SIZES AS

REQUIRED BY OWNER.

G. ACCESSORIES: PROVIDE FALL ARREST ANCHOR SYSTEM WITH END STOPS,

SPLICES, CONNECTING DEVICES, FASTENERS, ANCHORS, AND OTHER

HARDWARE AND ACCESSORIES AS REQUIRED FOR A COMPLETE, SECURE,

STRUCTURALLY SOUND, SAFE INSTALLATION AS INDICATED ON DRAWINGS AND

REVIEWED SHOP DRAWINGS.

DESIGN AND PROVIDE ATTACHMENT OR SUSPENSION SYSTEM FOR OVERHEAD

MOUNTED FALL ARREST ANCHOR SYSTEM INCLUDING ANCHORS, BRACKETS,

CLAMPS, FASTENERS, SUSPENSION ASSEMBLIES, FITTINGS, AUXILIARY

FRAMING, BRACING, AND OTHER COMPONENTS FOR COMPLETE, FUNCTIONAL

INSTALLATION.

PROVIDE BODY WEAR AND CONNECTING DEVICE FOR WORKER FALL

PROTECTION. PROVIDE TYPE AND QUANTITY TO ALLOW SYSTEM USE IN FALL

RESTRAINT AS REQUIRED.

A. HARNESS: PROVIDE TWO (2) FALL PROTECTION SERAPH FULL

BODY HARNESS, SIZE M-L; PER SYSTEM

B. CONNECTING DEVICE: PROVIDE TWO (2) FALL PROTECTION

CABLES PER SYSTEM.

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

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2 3 4 5 6 7 8 9 10

C R

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A-113

C R

G H

M O

T D es ig ne r

Au th or

C he ck er

M H

N E

, A

M O

A L

C O

G P

1" = 30'-0"A-113

1 REFLECTED CEILING PLAN - COMPOSITE

30' 60'0

SCALE: 1"=30'

15'

K D

E N D

J U

N O

KEY PLAN

PLAN NORTH

A B C D

A-302

6 11 12 17 18

A-301

C H

E "A

C H

E "B

C H

E "C

DS DS DS DS DS DS DS DS DS DS DS

STANDING SEAM METAL

ROOF BELOW

STANDING SEAM METAL ROOF

BELOW

STANDING SEAM METAL

ROOF BELOW

MATCHLINE "E"

LOW SLOPE ROOFING SYSTEM

GUTTER & DOWNSPOUTS

(TYP. @ METAL ROOFS)

1 1 1

24' - 4" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 24' - 4"

A-201

A-201 3A-201

GUTTER & DOWNSPOUTS

(TYP.)

7 8 9 102 3 4 5 13 14 15 16 19 20 21 22

F.3

G 1.2 10.8 12.213.7 21.8

2 2

A-311

A-210

DSDS

25' - 0" 25' - 0"

25' - 0"

EXPANSION JOINT COVER

A-511

NOTES:

1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE

2. DIMENSIONS ARE TO CENTERLINE OF COLUMNS, FACE OF STEEL,

FACE OF MASONRY, OR FACE OF STUDS UNLESS NOTED

OTHERWISE

3. AN OSHA COMPLIANT FALL PROTECTION ANCHORAGE SYSTEM

FOR ROOF MAINTENANCE SHALL BE PROVIDED AND INSTALLED

DURING CONSTRUCTION BY THE CONTRACTOR. SEE A-513 FOR

FALL PROTECTION DETAILS

4. SEE CIVIL DRAWINGS FOR ROOF DRAIN/ STORM WATER SYSTEM

TIE-IN

5. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF AIRFIELD

LIGHTING AND LIGHTENING PROTECTION TERMINALS

6. PLACE SPLASH BLOCKS AT ALL DOWNSPOUTS THAT ARE NOT

CONNECTED TO GRADE DRAINS AND WHERE DOWNSPOUTS

DISCHARGE ONTO LOWER ROOFS

7. ALL DOWNSPOUT LOCATIONS ARE NOT SHOWN ON THE PLAN.

SEE ELEVATIONS FOR ADDITIONAL LOCATIONS OF METAL ROOF

DOWNSPOUTS

9. BASE PREFERRED STANDARDS FOR LOW SLOPE ROOF AND SSM

ARE NOTED IN SPECIFICATIONS

10. LOCATE ROOF PENETRATIONS, WALK PADS, AND LPS PAVERS AS

NEEDED PER MECHANICAL AND PLUMBING PENETRATIONS AND

EQUIPMENT LOCATIONS.

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

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R S

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B Y:

D B

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D B

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2 3 4 5 6 7 8 9 10

C R

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A-120

C R

G H

M O

T C

. G

C . G

. C H

M H

N E

, A

M O

A L

C O

R O

O F

30' 60'0

SCALE: 1"=30'

15'

1" = 30'-0"A-120

1 ROOF PLAN - COMPOSITE

K D

E N D

J U

R O

O F

C H

N O

A B C D

NOTES:

1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE

2. DIMENSIONS ARE TO CENTERLINE OF COLUMNS, FACE OF STEEL,

FACE OF MASONRY, OR FACE OF STUDS UNLESS NOTED

OTHERWISE

3. AN OSHA COMPLIANT FALL PROTECTION ANCHORAGE SYSTEM

FOR ROOF MAINTENANCE SHALL BE PROVIDED AND INSTALLED

DURING CONSTRUCTION BY THE CONTRACTOR. SEE A-513 FOR

FALL PROTECTION DETAILS

4. SEE CIVIL DRAWINGS FOR ROOF DRAIN/ STORM WATER SYSTEM

TIE-IN

5. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF AIRFIELD

LIGHTING AND LIGHTENING PROTECTION TERMINALS

6. PLACE SPLASH BLOCKS AT ALL DOWNSPOUTS THAT ARE NOT

CONNECTED TO GRADE DRAINS AND WHERE DOWNSPOUTS

DISCHARGE ONTO LOWER ROOFS

7. ALL DOWNSPOUT LOCATIONS ARE NOT SHOWN ON THE PLAN.

SEE ELEVATIONS FOR ADDITIONAL LOCATIONS OF METAL ROOF

DOWNSPOUTS

9. BASE PREFERRED STANDARDS FOR LOW SLOPE ROOF AND SSM

ARE NOTED IN SPECIFICATIONS

10. LOCATE ROOF PENETRATIONS, WALK PADS, AND LPS PAVERS AS

NEEDED PER MECHANICAL AND PLUMBING PENETRATIONS AND

EQUIPMENT LOCATIONS.

A-301

____________________________________________________ M

C H

E "A

"DS DS DS

STANDING SEAM METAL

ROOF BELOW

LOW SLOPE ROOFING SYSTEM

24' - 4" 25' - 0" 25' - 0"

GUTTER & DOWNSPOUTS

(TYP.)

2 3 4 5

F.3

1.2

PARAPET

DS DS

25' - 0" 25' - 0"

DSDS

4' - 0" 4' - 0"

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

A-121

C R

G H

M O

T C

. G

C . G

C he ck er

M H

N E

, A

M O

A L

R O

O F

A R

8'4' 16'0

SCALE: 1/8"=1'-0"

1/8" = 1'-0"A-121

1 ROOF PLAN - AREA "A"

K D

E N D

J U

R O

O F

C H

N O

A B C D

NOTES:

1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE

2. DIMENSIONS ARE TO CENTERLINE OF COLUMNS, FACE OF STEEL,

FACE OF MASONRY, OR FACE OF STUDS UNLESS NOTED

OTHERWISE

3. AN OSHA COMPLIANT FALL PROTECTION ANCHORAGE SYSTEM

FOR ROOF MAINTENANCE SHALL BE PROVIDED AND INSTALLED

DURING CONSTRUCTION BY THE CONTRACTOR. SEE A-513 FOR

FALL PROTECTION DETAILS

4. SEE CIVIL DRAWINGS FOR ROOF DRAIN/ STORM WATER SYSTEM

TIE-IN

5. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF AIRFIELD

LIGHTING AND LIGHTENING PROTECTION TERMINALS

6. PLACE SPLASH BLOCKS AT ALL DOWNSPOUTS THAT ARE NOT

CONNECTED TO GRADE DRAINS AND WHERE DOWNSPOUTS

DISCHARGE ONTO LOWER ROOFS

7. ALL DOWNSPOUT LOCATIONS ARE NOT SHOWN ON THE PLAN.

SEE ELEVATIONS FOR ADDITIONAL LOCATIONS OF METAL ROOF

DOWNSPOUTS

9. BASE PREFERRED STANDARDS FOR LOW SLOPE ROOF AND SSM

ARE NOTED IN SPECIFICATIONS

10. LOCATE ROOF PENETRATIONS, WALK PADS, AND LPS PAVERS AS

NEEDED PER MECHANICAL AND PLUMBING PENETRATIONS AND

EQUIPMENT LOCATIONS.

A-302

C H

E "B

DS DS DS

25' - 0"

LOW SLOPE ROOFING SYSTEM

GUTTER & DOWNSPOUTS

(TYP.)

GUTTER & DOWNSPOUTS

(TYP.)

7 8

9 10

F.3

10.8 12.213.7

C H

E "A

PARAPET

MATCHLINE "D"

DS DS DS

25' - 0" 25' - 0" 25' - 0" 25' - 0"

EXPANSION JOINT

COVER

A-511

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

A-122

C R

G H

M O

T C

. G

C . G

C he ck er

M H

N E

, A

M O

A L

R O

O F

A R

8'4' 16'0

SCALE: 1/8"=1'-0"

1/8" = 1'-0"A-122

1 ROOF PLAN - AREA "B"

K D

E N D

J U

O O

F H

H N

S R

A B C D

NOTES:

1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE

2. DIMENSIONS ARE TO CENTERLINE OF COLUMNS, FACE OF STEEL,

FACE OF MASONRY, OR FACE OF STUDS UNLESS NOTED

OTHERWISE

3. AN OSHA COMPLIANT FALL PROTECTION ANCHORAGE SYSTEM

FOR ROOF MAINTENANCE SHALL BE PROVIDED AND INSTALLED

DURING CONSTRUCTION BY THE CONTRACTOR. SEE A-513 FOR

FALL PROTECTION DETAILS

4. SEE CIVIL DRAWINGS FOR ROOF DRAIN/ STORM WATER SYSTEM

TIE-IN

5. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF AIRFIELD

LIGHTING AND LIGHTENING PROTECTION TERMINALS

6. PLACE SPLASH BLOCKS AT ALL DOWNSPOUTS THAT ARE NOT

CONNECTED TO GRADE DRAINS AND WHERE DOWNSPOUTS

DISCHARGE ONTO LOWER ROOFS

7. ALL DOWNSPOUT LOCATIONS ARE NOT SHOWN ON THE PLAN.

SEE ELEVATIONS FOR ADDITIONAL LOCATIONS OF METAL ROOF

DOWNSPOUTS

9. BASE PREFERRED STANDARDS FOR LOW SLOPE ROOF AND SSM

ARE NOTED IN SPECIFICATIONS

10. LOCATE ROOF PENETRATIONS, WALK PADS, AND LPS PAVERS AS

NEEDED PER MECHANICAL AND PLUMBING PENETRATIONS AND

EQUIPMENT LOCATIONS.

11 12

C H

E "B

DS DS DS

MATCHLINE "D"

25' - 0" 25' - 0" 25' - 0"

LOW SLOPE ROOFING SYSTEM

GUTTER &

DOWNSPOUTS (TYP.)

13 14 15 16

F.3

10.8 12.2

C H

E "C

PARAPET

DS DS DS

25' - 0" 25' - 0"

A-511

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

A-123

C R

G H

M O

T C

. G

C . G

C he ck er

M H

N E

, A

M O

A L

R O

O F

A R

8'4' 16'0

SCALE: 1/8"=1'-0"

1/8" = 1'-0"A-123

1 ROOF PLAN - AREA "C"

K D

E N D

J U

R O

O F

C H

N O

A B C D

NOTES:

1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE

2. DIMENSIONS ARE TO CENTERLINE OF COLUMNS, FACE OF STEEL,

FACE OF MASONRY, OR FACE OF STUDS UNLESS NOTED

OTHERWISE

3. AN OSHA COMPLIANT FALL PROTECTION ANCHORAGE SYSTEM

FOR ROOF MAINTENANCE SHALL BE PROVIDED AND INSTALLED

DURING CONSTRUCTION BY THE CONTRACTOR. SEE A-513 FOR

FALL PROTECTION DETAILS

4. SEE CIVIL DRAWINGS FOR ROOF DRAIN/ STORM WATER SYSTEM

TIE-IN

5. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF AIRFIELD

LIGHTING AND LIGHTENING PROTECTION TERMINALS

6. PLACE SPLASH BLOCKS AT ALL DOWNSPOUTS THAT ARE NOT

CONNECTED TO GRADE DRAINS AND WHERE DOWNSPOUTS

DISCHARGE ONTO LOWER ROOFS

7. ALL DOWNSPOUT LOCATIONS ARE NOT SHOWN ON THE PLAN.

SEE ELEVATIONS FOR ADDITIONAL LOCATIONS OF METAL ROOF

DOWNSPOUTS

9. BASE PREFERRED STANDARDS FOR LOW SLOPE ROOF AND SSM

ARE NOTED IN SPECIFICATIONS

10. LOCATE ROOF PENETRATIONS, WALK PADS, AND LPS PAVERS AS

NEEDED PER MECHANICAL AND PLUMBING PENETRATIONS AND

EQUIPMENT LOCATIONS.

C H

E "C

" DS DS DS

25' - 0" 25' - 0" 24' - 4"

LOW SLOPE ROOFING SYSTEM

GUTTER & DOWNSPOUTS

(TYP.)

GUTTER & DOWNSPOUTS

(TYP.)

19 20 21

F.3

21.8

PARAPET

FACE OF WALL

DS DS

25' - 0" 25' - 0"

DSDS

4' - 0"4' - 0"

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

A-124

C R

G H

M O

T C

. G

C . G

C he ck er

M H

N E

, A

M O

A L

R O

O F

A R

8'4' 16'0

SCALE: 1/8"=1'-0"

1/8" = 1'-0"A-124

1 ROOF PLAN - AREA "D"

K D

E N D

J U

R O

O F

C H

N O

A B C D

NOTES:

1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE

2. DIMENSIONS ARE TO CENTERLINE OF COLUMNS, FACE OF STEEL,

FACE OF MASONRY, OR FACE OF STUDS UNLESS NOTED

OTHERWISE

3. AN OSHA COMPLIANT FALL PROTECTION ANCHORAGE SYSTEM

FOR ROOF MAINTENANCE SHALL BE PROVIDED AND INSTALLED

DURING CONSTRUCTION BY THE CONTRACTOR. SEE A-513 FOR

FALL PROTECTION DETAILS

4. SEE CIVIL DRAWINGS FOR ROOF DRAIN/ STORM WATER SYSTEM

TIE-IN

5. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF AIRFIELD

LIGHTING AND LIGHTENING PROTECTION TERMINALS

6. PLACE SPLASH BLOCKS AT ALL DOWNSPOUTS THAT ARE NOT

CONNECTED TO GRADE DRAINS AND WHERE DOWNSPOUTS

DISCHARGE ONTO LOWER ROOFS

7. ALL DOWNSPOUT LOCATIONS ARE NOT SHOWN ON THE PLAN.

SEE ELEVATIONS FOR ADDITIONAL LOCATIONS OF METAL ROOF

DOWNSPOUTS

9. BASE PREFERRED STANDARDS FOR LOW SLOPE ROOF AND SSM

ARE NOTED IN SPECIFICATIONS

10. LOCATE ROOF PENETRATIONS, WALK PADS, AND LPS PAVERS AS

NEEDED PER MECHANICAL AND PLUMBING PENETRATIONS AND

EQUIPMENT LOCATIONS.

A-302

11 12

DS DS DS

STANDING SEAM METAL ROOF

BELOW

MATCHLINE "D"

GUTTER & DOWNSPOUTS

(TYP.)

9 10 13 1410.8 12.213.7

FACE OF WALL

A-311

DS DS DS DS

DS DS DS DS DS

DS DS

DS DS DS

7' - 1 3/4" 15' - 0" 12' - 0" 12' - 0" 12' - 0" 4' - 7"

2' - 6 3/4"

12' - 3 1/4"

2' - 6 3/4"

3' - 4" 15' - 0" 15' - 0" 3' - 4" A-210

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

A-125

C R

G H

M O

T C

. G

C . G

C he ck er

M H

N E

, A

M O

A L

R O

O F

A R

8'4' 16'0

SCALE: 1/8"=1'-0"

1/8" = 1'-0"A-125

1 ROOF PLAN - AREA "F"

K D

E N D

J U

R O

O F

C H

N O

FINISHED FLOOR

0' - 0"

TOP/FOOTING

-2' - 0"

TOP OF WALL

10' - 0"

TOP OF STEEL

48' - 3"

FIRE

SUPPRESSION

2' - 7"2' - 1"

STANDING SEAM METAL ROOF

(SSMR) OVER RIGID INSUL. ON

STRUCT. METAL DECK

MECH. LOUVER,

SEE MECH. DWGS.

CONT. METAL GUTTER

GALV. STEEL, ROOF

ACCESS LADDER W/SAFETY

CAGE, SEE SPECS.

GALV. STEEL, ROOF

ACCESS LADDER W/SAFETY

CAGE, SEE SPECS.

1 1/2" DIA., GALV.

STEEL GUARD RAIL

CONT. METAL FACIA

INSUL METAL WALL

PANEL, TYP.

4" SPLIT FACED CMU

VENEER, TYP.

CONC. PAD,

SEE STRUCT. DWGS.

STRUCT. CONC. SLAB,

SEE STRUCT. DWGS.

CMU WALL, SEE STRUCT.

DWGS., TYP.

STEEL BAR JOIST,

SEE STRUCT. DWGS., TYP.

GALV. STEEL

GRATING LANDING

CONT. METAL FLASHING, TYP.

CONT. 1" METAL

SOFFIT PANEL

CLOSURE SYSTEM,

TYP.

CONT. METAL

BRICK TRIM

GALV. STEEL

GRATING LANDING

- 6

" C

TOP/LANDING

COMPACTED FILL

MAT'L., SEE STRUCT. DWGS.

CAPILLARY MOIST.

BARRIER, TYP.

CONT. VAPOR

BARRIER, TYP.

CONT. CONC. FOOTING,

SEE STRUCT. DWGS.

COPNT. PRE-MOLDED

EXP. JOINT MAT'L., SEE

STRUCT. DWGS.

BOTTOM/CAGE

TOP/CAGE

A-210

GALV. STEEL SUPPORT

FRAMING, SEE STRUCT.

DWGS.

FINISHED FLOOR

0' - 0"

TOP/FOOTING

-2' - 0"

TOP OF WALL

10' - 0"

TOP OF STEEL

48' - 3"

1' - 11 7/8" 3' - 3 1/8"

A-210

SLOPE

A-210

TOP/LANDING

BOTTOM/CAGE

TOP/CAGE

4" SPLIT FACED

CMU VENEER,

TYP.

STEEL TRUSS, SEE

STRUCT. DWGS.

MEH. EQUIP.,

SEE MECH. DWGS.

STEEL FRAMING,

SEE STRUCT. DWGS., TYP.

COLUMN FOOTING,

SEE STRUCT. DWGS., TYP.

STRUCT. CONC. SLAQB,

SEE STRUCT. DWGS., TYP.

8" CMU WALL, SEE

STRUCT. DWGS., TYP.

STANDING SEAM METAL ROOF

(SSMR) ON RIGID INSUL. ON

STRUCT. METAL DECK, TYP.

CONT. METAL

GUTTER, TYP.

INSULATED METAL

WALL PANELS, TYP.

GALV. STEEL, ROOF

ACCESS LADDER

W/SAFETY CAGE,

SEE SPECS.

SSMR, BEYOND

CONT. METAL

FACIA, BEYOND

GALV., STEEL

GUARD RAIL

GALV. STEEL

GRATING LANDING

SUPPORT FREAMING,

SEE STRUCT. DWGS.

MECH. LOUVER

CAPILLARY MOIST.

BARRIER, TYP.

CONT. VAPOR BARRIER, TYP.COMPACTED FILL

MAT'L., SEE STRUCT.

DWGS., TYP.

GALV. SAFETY

HANDRAIL EXTENSION, TYP.

GALV. GRATING

LANDING

GALV. STEEL, ROOF

ACCESS LADDER

W/SAFETY CAGE,

SEE SPECS.

@ PFM. SIDE

3'-0" OPNG.

ELECT. CONTROL

BOX, SEE ELECT.

DWGS.

ELECT. CONTROL

BOX, SEE ELECT.

DWGS.

CONC. LANDING,.

SEE STRUCT. DWGS.

RIGID INSUL., TYP.

CONT. SPRAY APPLIED

INSUL., TYP.

CONT. SPRAY APPLIED

INSUL., TYP.

1' - 11 7/8" 3' - 3 1/8"

3"3' - 3 1/8"

C.L. LADDER

2" 1'

O/F LANDING

O /F

SSMR BELOW

GALV. STEEL, ROOF

ACCESS LADDER

W/SAFETY CAGE,

SEE SPECS.

1ST RUNG

OF LADDER

CONT. METAL

GUTTER BELOW

GALV. STEEL

GRATING LANDING

SSMR

BELOW

INSUL. METAL

WALL PANEL

GALV., STEEL

GUARD RAIL

STEEL FRAMING,

SEE STRUCT. DWGS.,

TYP.

8" 1'

GALV. STEEL

GRATING LANDING

GALV. STEEL, ROOF

ACCESS LADDER W/SAFETY

CAGE, SEE SPECS.

GALV. STEEL SUPPORT

FRAMING BELOW, SEE

STRUCT. DWGS.

4' - 6" 2' - 0"

O /F

O/F LANDING

1' - 11 7/8" 3' - 3 1/8"

1" 2'

C.L. LADDER

SAFETY CHAIN W/

SPRING CLIP HOOK

ONE END

OPNG.

3' - 0"

OPNG.

3' - 0"

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

A-210

C R

G H

M O

Au th or

M H

N E

, A

M O

A L

R G

O N

D S

O N

K D

E N D

J U

1/4" = 1'-0"A-210

1 PARTIAL ELEVATION - ROOF ACCESS LADDER

8'4' 16'0

SCALE: 1/8"=1'-0"

GRAPHIC SCALE:

1/4" = 1'-0"A-210

2 SECTION

1/4" = 1'-0"A-210

3 SECTION

1/4" = 1'-0"A-210

4 SECTION

D N

N G

A N

D V

R N

PARAPET

54' - 0"

PARAPET BEYOND

TOP OF STEEL

48' - 3"

GUTTER AND

DOWNSPOUTS

LOW SLOPE

ROOFING SYSTEM

(R-25)

INSULATED METAL PANEL

W/ INTEGRAL AIR / VAPOR

BARRIER (R-13 MIN.)

STEEL GIRTS

A-510

METAL COPING

FINISHED FLOOR

0' - 0"

TOP OF WALL

10' - 0"

1' - 0"

4" SPLIT FACED CMU

AIR SPACE

2" RIGID INSULATION

8" CMU

2" RIGID INSULATION

(R-7.5 MIN)

CONC. FLOOR

REF. STRUCTURAL

CONT. VAPER

BARRIER,TYP.

COMPACTED FILL

MATERIAL, TYP.

CONT. THRU WALL

FLASHING, TYP.

CONT. AIR / MOISTURE

BARRIER, TYP.

PRECAST CONCRETE

SILL

INSULATED METAL PANEL

W/ INTEGRAL AIR / VAPOR

BARRIER (R-13 MIN.)

STEEL COLUMN

REF. STRUCTURAL

STEEL GIRTS

A-505

CONT. CAPILLARY

BARRIER, TYP. REF.

STRUCTURAL

WORK POINT 8

0' - 0"

A-505

SIM

03 - TOP DOORS

28' - 0"

PARAPET

54' - 0"

F F.3 G A-510

4 METAL COPING

PARAPET

LOW SLOP ROOFING

SYSTEM (R-25)

INSULATED METLA PANEL

W/ INTEGRAL AIR / VAPOR

BARRIER (R-13 MIN)

STEEL GIRTS

MECHANICAL EQUIPMENT

TRANSLUCENT PANELS

MINERAL WOOL INSULATION

(R-19)

SPRAY FOAM INSULATION

INSULATED SOFFIT PANEL

CONT. WEATHER SEAL EACH

DOOR

SLIDING INSULATED HANGAR DOOR

CONT. STEEL PLATE CLOSURE

ANCHORED TO STUCTURE

LINER PANEL RE: SPEC.

FINISHED FLOOR

0' - 0"

F F.3 G

SLIDING INSUL. HANGAR DOOR

CONTINUOUS WEATHER SEAL

EACH DOOR

1' - 6"

WORK POINT 8

0' - 0"

ACTUAL SPACING PER MANF.

LINER PANEL RE: SPEC.

FINISHED FLOOR

0' - 0"

FIRE/FOAM T.O.W.

12' - 8"

STANDING SEAM METAL

ROOFING SYSTEM

RIGID INSULATION (R-25)

CONT. METAL GUTTER

CONT. METAL FASCIA

CONT. METAL SOFFIT

4" SPLIT FACED CMU

AIR SPACE

2" RIGID INSULATION

8" CMU

2" RIGID INSULATION

(R-7.5 MIN)

1' - 0"

CONC. FLOOR

REF. STRUCTURAL

CONT. VAPER

BARRIER,TYP.

CONT. CAPILLARY

BARRIER, TYP.

REF. STRUCTURAL

COMPACTED FILL

MATERIAL, TYP.

CONT. THRU WALL

FLASHING, TYP.

A-505

A-510

CONT. AIR / MOISTURE

BARRIER, TYP.

WORK POINT 8

0' - 0"

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

A-310

C R

G H

M O

Au th or

M H

N E

, A

M O

A L

O N

K D

E N D

J U

1/2" = 1'-0"2 WALL SECTION - HANGAR (TYP)

1/2" = 1'-0"3 WALL SECTION - HANGAR (TYP)

1/2" = 1'-0"4 WALL SECTION - HANGAR DOOR (TYP)

1/2" = 1'-0"5 WALL SECTION - HANGAR DOOR (TYP)

1/2" = 1'-0"1 WALL SECTION - FIRE ROOM (TYP)

N O

STEEL PIPE ROOF

ANCHOR (SEE ROOF

PLAN FOR LOCATION)

MTL, PAINT TO

MATCH STANDING

SEAM ROOF COLOR

STEEL PLATE FOR SCREW

ATTACHMENT TO ROOF DECK

FALL PROTECTION NOTES

1. PROVIDE FALL PROTECTION SYSTEM IN COMPLIANCE WITH OSHA, ANSI, AND

ALL STATE AND FEDERAL REGULATORY REQUIREMENTS.

2. FALL PROTECTION SYSTEM SHALL PROVIDE AN INDEPENDENT FALL ARREST

SYSTEM.

3. DESIGN OF FALL ARREST SAFETY SYSTEMS AND EQUIPMENT SHALL MEET OR

EXCEED THE FOLLOWING:

A. FALL ARREST SAFETY ROOFTOP ANCHORS: DESIGNED TO A

MAXIMUM FALL ARRESTING FORCE OF 1800 lbs WHEN WEARING

A BODY HARNESS WITH A SAFETY FACTOR OF 2 WITHOUT ANY

PERMANENT DEFORMATION; AND TO 5000 LBS AGAINST

FRACTURE DETACHMENT.

B. ENSURE DESIGN OF…

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