AM02 DRAWINGS.pdf

PDF 11 MB Posted Dec 12, 2019

Attached to: CONSTRUCT TERMINAL ENGAGEMENT RESEARCH FACILITY (TERF), SITE C-86, EGLIN AFB, FL
Solicitation number: W9127820R0002
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for the construction of a Terminal Engagement Research Facility at Eglin Air Force Base in Florida. Key details include:

The project involves constructing a one-story research facility building of approximately 12,000 square feet, along with associated site work.
The solicitation is being conducted by the Department of the Army Corps of Engineers Engineering District Mobile. Proposals are due by January 15, 2020, with award anticipated by March 2020 and work expected to be completed by November 2021.
The solicitation will result in a firm-fixed price design-bid-build contract. Specific requirements include HVAC, electrical, communications, and security systems.
Small businesses are encouraged to respond. The opportunity has been set aside for service-disabled veteran-owned small businesses.

View the file

Other files

File	Type	Posted
W9127820R0002 AM03.pdf	PDF	Dec 20, 2019
W9127820R0002 List of Site Visit Attendees (1st Visit).pdf	PDF	Dec 18, 2019
W9127820R0002 List of Site Visit Attendees (2nd Visit).pdf	PDF	Dec 18, 2019
AM02.pdf	PDF	Dec 12, 2019
AM01.pdf	PDF	Nov 15, 2019
W9127820R0002 VOL2.PDF	PDF	Nov 13, 2019
W9127820R0002 VOL1.PDF	PDF	Nov 13, 2019
W9127820R0002 RTA DRAWINGS.pdf	PDF	Nov 13, 2019
W9127820R0002 EM 385-1-1.pdf	PDF	Nov 13, 2019
W9127820R0002 VOL3.PDF	PDF	Nov 13, 2019

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US Army Corps of Engineers

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

CONSTRUCT TERMINAL ENGAGEMENT

RESEARCH FACILITY (TERF), SITE C-86

EGLIN AIR FORCE BASE, FLORIDA

OKALOOSA COUNTY

NOVEMBER 2019

MOBILE DISTRICT PROJECT CODE : MHF19003

SOLICITATION NUMBER: W9127820R0002

AMMENDMENT NO. 0002

SHEET ID

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SHEET INDEX

Sheet

Number Sheet Name

P-001 PLUMBING LEGEND

P-101 PLUMBING FLOOR PLAN - DOMESTIC WATER

P-102 PLUMBING FLOOR PLAN - SANITARY & VENT

P-103 PLUMBING FLOOR PLAN - COMPRESSED AIR (BID OPTION 2)

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING 3D VIEW DOMESTIC WATER, SANITARY SEWER, & VENT

P-902 PLUMBING 3D VIEW COMPRESSED AIR (BID OPTION 2)

M-001 HVAC LEGEND

M-101 HVAC FLOOR PLAN

M-102 HVAC FLOOR PLAN - EQUIPMENT & ZONES

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-601 HVAC SCHEDULES

M-700 HVAC CONTROLS - LEGEND

M-701 HVAC CONTROLS - SYSTEM 1 & 5 PAHU-1 SCHEMATIC

M-702 HVAC CONTROLS - SYSTEM 1 PAHU-1, TOILET EXHAUST FAN & VAV BOXES

SEQUENCE & SYSTEM POINTS

M-703 HVAC CONTROLS - SYSTEM 1 PAHU-1 I/O SUMMARY

M-901 HVAC 3D VIEW FLOOR PLAN

E-001 LEGEND AND ABBREVIATIONS

ES101 ELECTRICAL SITE PLAN

ES102 ELECTRICAL SITE PLAN BID OPTION NO. 7

EL101 LIGHTING PLAN

EL501 LIGHTING SCHEDULE & DETAILS

EL502 LIGHTING DETAILS

EL503 LIGHTING CONTROLS DETAILS

EP101 POWER PLAN

EP501 ELECTRICAL DETAILS

EP502 ELECTRICAL DETAILS

EP601 ONE-LINE DIAGRAMS AND PANEL SCHEDULE

EP602 PANEL SCHEDULES

EP603 PANEL SCHEDULES

EG101 GROUNDING PLAN

EG201 LIGHTNING PROTECTION PLAN

EG202 LIGHTNING PROTECTION ELEVATIONS

EG501 LIGHTNING PROTECTION DETAILS

EG502 LIGHTNING PROTECTION DETAILS

EG503 GROUNDING DETAILS

EC801 CATHODIC PROTECTION DETAILS

EC802 CATHODIC PROTECTION DETAILS

EC803 CATHODIC PROTECTION DETAILS

T-001 SYSTEMS LEGEND

TS101 TELECOMMUNICATIONS SITE PLAN

T-101 SYSTEMS PLAN

T-102 LAB CABLE TRAY PLAN

T-501 COMMUNICATIONS DETAILS

T-502 COMMUNICATIONS DUCT BANK DETAILS

T-503 ACCESS CONTROL SYSTEM DETAILS

T-504 COMMUNICATIONS RACK DETAILS

T-601 SYSTEMS RISERS

SHEET INDEX

Sheet

Number Sheet Name

G-001 COVER SHEET

G-002 DRAWING INDEX

C-001 LOCATION/VICINITY MAP

C-002 ABBREVIATIONS

C-003 LEGEND

C-004 GENERAL NOTES

C-005 TRAFFIC CONTROL DETAILS

C-101 KEY MAP AND CIVIL SITE OVERVIEW LAYOUT

C-101A BASE BID AND BID OPTION KEY MAP AMD CIVIL SITE OVERVIEW

V-701 SURVEY MONUMENTATION

VF101 EXISTING CONDITIONS

VF102 EXISTING CONDITIONS

CD101 DEMOLITION PLAN

CD102 BASE BID AND BID OPTION DEMOLITION PLAN

CS101 SITE PLAN

CS102 BASE BID AND BID OPTION SITE PLAN

CS401 ENLARGED SITE PLAN

CS401A BASE BID AND BID OPTION ENLARGES SITE PLAN

CS501 BASE BID AND BID OPTION DEMOLITION PLAN

CS502 FE-6 SECURITY FENCE DETAILS

CS503 PERSONNEL GATE DETAIL

CS504 FE-6 DOUBLE SWING GATE DETAILS

CS505 CIVIL SITE DETAILS AND NOTES

CS701 BASE BID VEGETATIVE PLAN

CS702 BASE BID AND BID OPTION VEGETATIVE PLAN

CS703 BASE BID AND BID OPTION VEGETATIVE PLAN

CG101 CIVIL GRADING PLAN

CG102 BASE BID AND BID OPTION GRADING PLAN

CG201A BASE BID AND BID OPTION PLATFORM LIFT SUMP PLAN AND PROFILE

CG401 ENLARGED GRADING PLAN

CG401A BASE BID AND BID OPTION ENLARGED GRADING PLAN

CG402 RETENTION POND GEOMETRIC LAYOUT AND SECTION DETAILS

ENLARGEMENT PLAN

CG501 TYPICAL DITCH SECTIONS

CG502 WEIR PLAN, SECTION AND DETAILS

CG701 BASE BID AND BID OPTION BMP PLAN

CG702 BASE BID AND BID OPTION BMP PLAN

CG801 BASE BID AND BID OPTION PROJECT BMP DETAILS

CP101 PAVING AND MARKING PLAN

CP201 PROPOSED PROFILE ACCESS DRIVE AND PARKING

CP301 TYPICAL PAVEMENT SECTIONS

CP302 TYPICAL PAVEMENT SECTIONS

CP401 ENLARGED PAVING AND MARKING PLAN

CP402 ENLARGED PAVING AND MARKING PLAN

CP501 DUMPSTER ENLARGEMENT PLAN AND APRON DETAILS

CP502 CURB MEDIAN PLAN, ELEVATIONS, AND DETAILS

CP503 PAVEMENT MARKING AND SIGNAGE DETAILS

CU101 WATER AND WASTEWATER UTILITIES PLAN

CU501 WATER SYSTEM DETAILS

CU502 WATER SYSTEM DETAILS

CU503 FIRE WATER DETAILS

CU504 FIRE WATER DETAILS

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

S-101 FOUNDATION PLAN

S-102 FIRST FLOOR SLAB PLAN

S-103 SLAB PLAN - BID OPTIONS

S-201 FRAMING ELEVATIONS

S-202 FRAMING ELEVATIONS - BID OPTION 4

S-203 FRAMING ELEVATIONS - BID OPTION 4

S-301 FOUNDATION SECTIONS

S-302 FOUNDATION AND FRAMING SECTIONS

S-303 FOUNDATION SECTIONS - BID OPTION 4

S-304 STAIR FRAMING SECTIONS - BID OPTION 4

S-401 ENLARGED PLANS - BID OPTION 4

S-501 TYPICAL STRUCTURAL DETAILS

A-001 GENERAL NOTES AND ABBREVATIONS

A-002 AIR BARRIER PLAN AND ELEVATION

A-101 FIRST FLOOR PLAN

A-102 BID OPTIONS PLAN

A-103 CLERESTORY PLAN

A-104 ROOF PLAN

A-105 REFLECTED CEILING PLAN

A-201 ELEVATIONS

A-301 BUILDING CROSS SECTION AND DETAILS

A-400 ENLARGED CORE PLANS

A-500 MISCELLANOUS DETAILS

A-601 DOOR SCHEDULE AND DETAILS

A-604 DOOR DETAILS

A-606 WINDOW AND LOUVER DETAILS

I-101 FURNITURE PLAN

I-400 SIGNAGE ELEVATIONS

I-401 SIGNAGE SECTIONS AND SCHEDULE

FL001 LIFE SAFETY CRITERIA

FL101 EGRESS PLANS

FX001 FIRE SUPPRESSION LEGEND AND NOTES

FX101 FIRE SUPPRESSION HAZARD CLASSIFICATION PLAN

FA001 FIRE ALARM LEGEND

FA101 FIRE ALARM PLAN

FA601 FIRE ALARM RISER

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AMENDMENT 0002

X X

COCO

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SAN

EMERALD COAST ASSOCIATES

NF-6-15

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SIR FGS

N:574073.58 E:1359067.40

ELEV:148.98

X X

6' ' W

L 6'

' W L

6' ' W

L 6'

' W L

6' ' F

W 6'

' F W

6' ' F

W 6'

' F W

6'' FW

2'' WL

6'' WL

FWx FWxSS x

SSx SSx

6'' WL

E-WL

TERF-2-19

TERF-1-19

TERF-4-19

TERF-3-19

EXISTING AREA TO REMAIN

UNDISTURBED

RANGE ROAD 200

N: 574026.55 E: 1359006.96

N: 574014.40 E: 1359010.24

N: 573977.53 E: 1359062.69

N: 573844.77 E: 1359089.57

N: 573826.71 E: 1359007.06

N: 574062.49 E: 1359139.59

N: 574047.58 E: 1359145.75

N: 573919.66 E: 1359180.48

N: 573927.45 E: 1359383.41

N: 574036.84 E: 1359376.75

N: 574042.02 E: 1359461.78

N: 574040.83 E: 1359499.76

N: 574034.20 E: 1359524.70

N: 573562.75 E: 1359399.45N: 573553.87

E: 1359239.12

N: 573572.45 E: 1359143.27

N: 573782.73 E: 1359104.91

4 EXISTING AREA TO REMAIN

UNDISTURBED

N: 573765.17 E: 1359105.90

N: 573675.88 E: 1359122.74

N: 573808.92 E: 1359043.87

N: 573800.39 E: 1359061.96

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PLAN NORTH

SCALE:

30' 60'30

1"=30'

MATCHLINE - SEE SHEET CD102 FOR CONTINUATION

DEMOLITION KEY NOTES:

APPROXIMATE CLEARING AND GRUBBING LIMIT,

3.92 ACRES

EXISTING UTILITY, TO BE REMOVED

EXISTING UTILITY, TO REMAIN

TEMPORARY FENCE REMOVAL, 90' ±

TEMPORARY FENCE REMOVAL, 20' ±

EXISTING FE-6 SECURITY FENCE, TO REMAIN

TEMPORARY SECURITY FENCE, AS REQUIRED

SEE SPECIFICATION 32 31 13.53 FOR CONSTRUCTION

REQUIREMENTS AND SHEET CS502 FOR DETAILS

SHEET NOTES:

1. DEMOLITION OF EXISTING SITE UTILITIES SHOWN ON THIS

SHEET, I.E. SANITARY SEWER, GAS, WATER, ELECTRICAL,

ETC., ARE FOR INFORMATION ONLY. FOR ADDITIONAL

INFORMATION AND REQUIREMENTS SEE CU101 FOR

UTILITY DISPOSITION.

2. SEE SHEET C-002 FOR ABBREVIATIONS.

3. SEE SHEET C-003 FOR DEMOLITION LEGEND.

4. SEE SHEET C-004 FOR SPECIAL AND GENERAL

DEMOLITIONS NOTES.

5. SEE GEOTECHNICAL REPORT FOR BORING INFORMATION.

6. CAUTION: RED LIGHT ATTACHED TO BUILDING 8684. DO

NOT ACCESS AREA SOUTH OF BUILDING 8684 WHEN RED

LIGHT IS ACTIVATED.

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CD101

BLDG #8685

BLDG #8684

(SEE NOTE 6)

EXISTING AREA TO

REMAIN UNDISTURBED

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SET BRASS F1-40N

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UGC-7

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VOID

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3"-14" PINES

AutoCAD SHX Text

3"-14" PINES

3' -4

10'-0" MAXIMUM

16" MIN. DIA.

CONCRETE BASE

TENSION WIRE

BRACE RAIL

LINE POST

GRADE

HOG RINGS (TYP.)

10" MIN. DIA.

1'-0"

1' -0

1'- 6"

(TYP.)

1' -0

1'-10" 7.5" (T

YP.)

35 DEGREES

FABRIC

TENSION BAR

CARRIAGE BOLT

FABRIC

TENSION BAND

TENSION WIRE

PULL POST

LINE POST

TRUSS ROD TRUSS ROD

10'-0" MAX. 10'-0" MAX.

'-0

1'-0"

FENCE POST

NO SCALE

NO SCALENO SCALE

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC LESS THAN 72" FABRIC OVER 96"

CORNER, END & PULL POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

C-SECTION (ROLL-FORMED)

LINE POSTS

TUBULAR - ROUND

H-SECTION

C-SECTION (ROLL-FORMED)

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

BRACE RAILS

1'-0"

CONCRETE BASE 2" (TYP.)

CHAIN-LINK SECURITY FENCE DETAIL

H-BEAM

BRACE RAIL CLAMP DETAILSTRUSS ROD AND BAND TENSION BAND DETAIL

FASTENING DETAILS

H-BEAM ROUND POST

LINE POST ATTACHMENTS

BRACE PANEL DETAIL GROUNDING DETAIL

BRACE RAIL ATTACHMENT

ROUND POST

3/8" PLAIN PIN RIVETED

FLUSH (TYP.)

45 DEGREES

LOCK PIN (TYP.) BARBED WIRE (TYP.)

3/8" PLAIN PIN RIVETED

FLUSH (TYP.)

9-GAGE STEEL TIE

WIRES (2'-0" O.C. MAX.)

TENSION BAND (15" O.C. MAX.

AND WITHIN 4" FROM TOP AND

BOTTOM OF FABRIC)

TENSION BAR TO ENGAGE

EACH FABRIC LINK

BARBED-WIRE OR

TENSION WIRE

#8 AWG SOLID COPPER WIRE

MOLDED EXOTHERMIC WELD

OR APPROVED CLAMP-TYPE

FITTING OF COPPER

9-GAGE STEEL TIE WIRE

(15" O.C. MAX. AND

WITHIN 4" FROM TOP

AND BOTTOM OF

FABRIC)

3/4" DIA.

COPPER-CLAD

STEEL GROUND ROD

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET.

TRUSS ROD

(3/8" MIN. DIA.)

TRUSS ROD (3/8" MIN.

DIA.)

TRUSS ROD (3/8" MIN.

DIA.)

CHAIN-LINK FABRIC (9 GAGE,

2" MESH)

NOTE:

2.375" O.D.

2.00" SQ.

3.50" X 3.50"

2.875" O.D.

2.50" SQ.

3.50" X 3.50"

4.00" O.D.

3.00" SQ.

1.90" O.D.

2.25" X 1.70"

1.875" X 1.625"

2.375" O.D.

2.25" X 1.70"

2.875" O.D.

2.25" X 70"

LINE POST

EXTENSION ARM DETAILS

CORNER POST

END OR GATE POST DETAIL

CORNER, END, OR

PULL POST

TIE WIRES OR

CLIPS (TYP.)

TIE WIRES OR HOG

RINGS (TYP.)

TENSION WIRE

BOTTOM OF

FABRIC

1.66" O.D.

1.50" O.D.

1.625" X 1.50"

1.625" X 1.25"

9-GAGE STEEL TIE

WIRE (15" O.C. MAX.

AND WITHIN 4" FROM

TOP AND BOTTOM

OF FABRIC)

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT

OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION.

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF

THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF

THE SECURE AREA.

3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL HAVE AN APRON

EXTENDED OUTWARD FROM THE AREA BEING PROTECTED.

4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS

COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.

FENCE LEGEND:

TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

TYPE FE7 - CHAIN-LINK FENCE W/BARBED WIRE ON DOUBLE OUTRIGGER

TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE ON DOUBLE OUTRIGGER

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TWB - TENSION WIRE TOP AND BOTTOM

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

FINAL NUMBER IS FABRIC WIDTH IN INCHES.

EXAMPLES

FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE OUTRIGGER, TOP

RAIL, AND 72 INCH FABRIC WIDTH.

FE5-TWB-48 - CHAIN-LINK SECURITY FENCE WITH NO APRON, TOP AND BOTTOM TENSION

WIRE, AND 48 INCH FABRIC WIDTH.

BARBED-WIRE APRON ON

EXTENSION ARMS

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

NO SCALE

FABRIC 72" TO 96"

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AMENDMENT 0002

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3'-4" MIN.

BRACE RAIL

LATCH AND MAGNETIC LOCK, SEE NOTE 4

BRACE RAIL

GRADE LINE

TRUSS ROD

6' OR LESS

MORE THAN 6' TO 13' 4.0" OD

MORE THAN 13' TO 18'

MORE THAN 18' 8.625" OD

6.625" OD

TOP TENSION WIRE

HINGE

HINGE 2.5" SQ

C E

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT

INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF

INSTALLATION.

2. ALL GATE FRAMES SHALL BE A MINIMUM 1.90" NOMINAL (ROUND) OR

2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE OF WELDED

CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT

CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN

LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID

CONSTRUCTION OF ALL GATES SUPPLIED.

3. PEDESTRIAN GATE TO BE OPERATED REMOTELY AND BY KEY PAD OR

CARD READER. KEY PAD OR CARD READER SHALL BE INSTALLED BOTH

SIDES OF FENCE. CONTRACTOR SHALL REFER TO ELECTRICAL PLANS FOR

ADDITIONAL INFORMATION.

4. LATCH WILL INCLUDE A MAGNETIC LOCK TO BE OPERATED BY KEYPAD

OR CARD READER. SEE ELECTRICAL FOR ADDITIONAL INFORMATION.

GATE POST SCHEDULE

GATE LEAF WIDTH

(NOMINAL)

OUTSIDE DIMENSION

(NOMINAL)

GATE OPENING

GATE LEAF

GATE POST

TRUSS

ROD

3 STRANDS OF BARBED WIRE

BOTTOM TENSION

WIRE

VERTICAL BARBED

WIRE APRON

SINGLE OUTRIGGER

TO UNSECURE SIDE

SCALE: N.T.S.B1 TYPICAL PERSONNEL GATE TYPE FE-6 FENCE

2.875" OD

SEE ELECTRICAL FOR PATHWAY

KEY PAD OR CARD

READER (BOTH SIDES)

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FENCE FABRIC (TYP.)

DIRECTION GATE SWING (TYP.)

LINE POST

GATE FRAME

LATCH ASSEMBLY

BRACE RAIL (TYP)

TRUSS ROD (TYP)

BRACE RAIL (TYP)

LINE POST

GRADE LINE

GATE FRAME

DROP ROD

LEAF; 12'-0" TYP.

C E

GATE OPENING

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPE OF

FENCE SECTIONS AND METHODS OF INSTALLATION.

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH ASSEMBLY AND GATE

KEEPERS EXCEPT AS NOTED.

3. ALL GATE FRAMES SHALL BE A MINIMUM 1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE

ALL WELDED GATE FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID

CONSTRUCTION OF ALL GATES SUPPLIED.

4. GATES SHALL BE DESIGNATED AS FOLLOWS:

FENCE TYPE - FE5, FE6, ETC.

FENCE HEIGHT - INCHES

TYPE OPENING - SO (SINGLE)

- DO (DOUBLE)

HINGE - RA (STANDARD)

- HO (OFFSET)

OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)

EXAMPLES: FE6-84-DO-RA-24

FE5-48-SO-HO-6

5. KNOX PADLOCK MODEL #3770 TO BE DAISY CHAINED TO FENCE AND KEYED TO EGLIN FIRE

DEPARTMENT.

ELEVATION

DOUBLE SWING GATE (TYPE FE-6 FENCE) GATE POST SCHEDULE

GATE LEAF WIDTH OUTSIDE DIMENSION

STANDARD HINGEPLAN OFFSET HINGE

SECTION

GATE POST DETAIL

AT CURB AND GUTTER

DROP ROD FOUNDATION GATE KEEPER

(TO HOLD GATE OPEN)

SWING GATE DETAILS

NO SCALE

LATCH

ASSEMBLY

DROP ROD

ASSEMBLY

16" DIA. MIN. FOR GATE POSTS 4" O.D.

& LESS;

24" DIA. FOR GATE POSTS OVER

4"O.D.

CHAIN-LINK FABRIC

TOP TENSION WIRE (TYP.)

3 STRANDS OF BARBED WIRE (TYP.)

3/8" Ø TRUSS RODS

(TYP.)

3 STRANDS OF BARBED

WIRE (TYP.)

3 STRANDS OF BARBED

WIRE (TYP.)

HINGES (TYP)

BOTTOM TENSION

WIRE (TYP.)

3 HORIZONTAL STRANDS OF BARBED

WIRE

CHAIN-LINK FABRIC

PLAN

3'-10" FOR POSTS 8 5 8" O.D.;

3'-4" FOR POSTS 6 5 8"O.D.;

2'-10" MIN. FOR POSTS 4" O.D. AND

LESS

KNOX PADLOCK (SEE NOTE 5)

C R

O N

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N N

D B

C O

N O

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B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

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O R

C E

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E N

T R

R C

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M H

.d w g

SCALE: N.T.S.A1 FE-6 DOUBLE SWING SECURITY GATE

, F

AMENDMENT 0002

SHEET ID

CS504

-6

D O

E D

AutoCAD SHX Text x

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

GATE

AutoCAD SHX Text

P.C. CONC.

AutoCAD SHX Text

WASHER

AutoCAD SHX Text

NEW GATE

AutoCAD SHX Text

6' OR LESS

AutoCAD SHX Text

MORE THAN 6' TO 13'

AutoCAD SHX Text

4.0" OD

AutoCAD SHX Text

MORE THAN 13' TO 18'

AutoCAD SHX Text

MORE THAN 18'

AutoCAD SHX Text

8.625" OD

AutoCAD SHX Text

6.625" OD

AutoCAD SHX Text x

AutoCAD SHX Text

2.875" OD

AutoCAD SHX Text

2.5" SQ

AutoCAD SHX Text

2" MIN

AutoCAD SHX Text

5" MAX

AutoCAD SHX Text 6"

AutoCAD SHX Text 36"

AutoCAD SHX Text 1"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 43"

AutoCAD SHX Text 48"

AutoCAD SHX Text

6" DIA.

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text

NEW GATE POST FTG.

AutoCAD SHX Text

EXIST. CURB

AutoCAD SHX Text

BITIMINOUS

AutoCAD SHX Text

1" ID STEEL PIPE

AutoCAD SHX Text

6" DIA. P.C. CONC.

AutoCAD SHX Text

SAND/GRAVEL

AutoCAD SHX Text

(NOMINAL)

AutoCAD SHX Text

(NOMINAL)

AutoCAD SHX Text

PAVED SURFACE

AutoCAD SHX Text

SAWCUT CURB FULL DEPTH

AutoCAD SHX Text

SAWCUT GUTTER 3" MIN.

AutoCAD SHX Text

EXIST. CURB AND GUTTER

AutoCAD SHX Text

12" EXPANSION JOINT

AutoCAD SHX Text

GATE POST

AutoCAD SHX Text

STANDARD HINGE

AutoCAD SHX Text

12" EXP. JOINT

AutoCAD SHX Text

2" MIN. 6" MAX.

AutoCAD SHX Text

NEW CURB AND GUTTER

12" DIA. DROP ROD (INDUSTRY STANDARD)

FIRST FLOOR

1.6

LOWER STAIR LANDING

7' - 3 1/8"

C12 STAIR STRINGER

S-304 F

Sim

(1 3)

(12) TREADS @ 11" = 11' - 0"

S-304

UPPER STAIR LANDING

14' - 7 1/2"

A.6

LOWER STAIR LANDING

7' - 3 1/8"

A.1

11' - 4 1/2"

(1 3)

C12 STAIR STRINGER

S-304 F

S-304 E

(12) TREADS @ 11" = 11' - 0"

6" SLAB, STAIR TOWER FRAMING, STAIR

TOWER FOUNDATIONS AND LIFT FOUNDATION

BID OPTION 4:

1/4" PLATE SPACER,

TYP.

5/8"Ø A325 BOLT,

TYP.

DIAGONAL BRACING,

TYP.

1 1/2" SCH. 40

HANDRAIL PIPE POST @

5'-0" O.C. MAX., TYP.

TOE PLATE

1/4" X 4"

3/8" BENT PLATE

3" X 4" X 6" LONG

WELDED TO PIPE W/

3/16" FILLET EA. SIDE

CHANNEL

PLATFORM

GRATING

NOTE:

HANDRAILS SHALL OCCUR AROUND

PERIMETER OF ALL PLATFORMS

AND ALONG ALL STRINGERS

1 1/2" SCH. 40

HANDRAIL PIPE POST

5'-0" O.C. MAX., TYP.

WELD PIPE TO CHANNEL

W/ ALL AROUND 3/16" FILLET

CHANNEL

TREAD GRATING

9" 1'

AROUND PLATFORMS ALONG STRINGERS

5" 1'

TOE PLATE

1/4" X 4"

3/8" BENT PLATE

3" X 4" X 6" LONG

WELDED TO PIPE W/

3/16" FILLET EA. SIDE

CHANNEL

PLATFORM

GRATING

2" SCH. 40 PIPE X 6" LONG,

TYP.

1/2"Ø A325 BOLT,

TYP.

1/4" CAP PLATE W/

1/4" HOLE DRILLED IN

CENTER FOR DRAINAGE,

SEAL WELD TO 2" PIPE, TYP.

1 1/2" SCH. 40

HANDRAIL PIPE @

5'-0" O.C. MAX., TYP.

REMOVABLE HANDRAIL

3/16

TYP. 3

SIDES

BRACING,

SEE ELEVATION, TYP.

STEEL BEAM,

SEE PLAN, TYP.

STEEL BEAM,

SEE PLAN, TYP.

STEEL COLUMN,

SEE PLAN, TYP.

TYP. COLUMN

TO BEAM

TYP.

1/4' CAP PLATE W/

SEAL WELD, TYP.

FIRST FLOOR

BRACING,

TYP.

STEEL COLUMN,

TYP.

TYP. 3

SIDES

TYP. 3 SIDES

STEEL COLUMN

BRACING,

TYP.

MIN.3"

UPPER STAIR LANDING

14' - 7 1/2"

A.6

STEEL BEAM,

TYP.

C12 STAIR STRINGER,

TYP. 1 1/4" GRATING,

TYP.

TYP. TYP.

TYP.

CLIP ANGLE,

TYP.

TYP. 3

SIDES

LOWER STAIR LANDING

7' - 3 1/8"

C8 STEEL BEAM,

TYP.

C12 STRINGER,

TYP.

STEEL BEAM,

TYP.

1 1/4" GRATING,

TYP.

GRATING TREAD,

TYP.

CLIP ANGLE,

TYP.

L3X3X1/4" X 4" LONG W/

5/8"Ø EPOXY ANCHOR

(MIN. 4" EMBED), TYP.

CONCRETE SLAB,

SEE PLAN, TYP.

C12 STRINGER

GRATING TREAD,

TYP.

CLIP ANGLE,

TYP.

USE 1-1/4" x 3/16" SERATED GRATING.

GRATING NOTE:

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

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R S

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AMENDMENT 0002

N A

O R

C E

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M O

A L

R F

N S

-B

3/4" = 1'-0"S-304

15 SECTION

3/4" = 1'-0"S-304

14 SECTION

1 1/2" = 1'-0"B TYPICAL DETAIL

1" = 1'-0"H TYPICAL HANDRAIL DETAILS

1 1/2" = 1'-0"A TYPICAL DETAIL

1 1/2" = 1'-0"C TYPICAL DETAIL

1 1/2" = 1'-0"D TYPICAL DETAIL

1 1/2" = 1'-0"F TYPICAL DETAIL1 1/2" = 1'-0"E TYPICAL DETAIL

1 1/2" = 1'-0"1 TYPICAL DETAIL

SCALE:

3/4" = 1' - 0"

1' 2' 3'

SCALE:

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

6" 12" 18"

SCALE:

0 1'

1" = 1' - 0"

6" 2'

K D

E N D

2, A

D D

G R

G N

N O

A-201

A-301

2 3 4 5 6

A-301

FIXED GLAZED PANELS

28' - 0" 7' - 4" 10' - 0" 6' - 10"

28' - 0"

FIXED INSULATED TRANSLUCENT PANELS

50' - 0" 9' - 10"

26' - 7" 30' - 0" 83' - 5"

5' - 0" 13' - 0"AWNING

BID OPTION

OVERHANG

BID OPTION 10

AWNING

BID OPTION

D O

6' - 0"

A-301

Sim

A-104

D O

X WALL TYPE SEE WALL TYPE NOTES THIS SHEET.

SYMBOLS LEGEND

X WINDOW TYPE SEE SHEETS A-601

X EXTERIOR MATERIAL COLOR/FINISH

LOCATION SEE SHEET A-201

000 ROOM NUMBER SEE SHEETS I-601, FINISH SCHEDULE

DOOR NUMBER SEE SHEETS A 601, DOOR SCHEDULE10

1HR FIRE RATED PARTITION

GENERAL NOTES:

1. PROVIDE BLOCKING IN GALVANIZED METAL STUD WALLS WITH

GALVANIZED METAL STUD FURRING TO SUPPORT WALL MOUNTED

EQUIPMENT AND CASEWORK.

2. SEE STRUCTURAL FOR COLUMN GRID SPACING.

3. SEAL ALL WALL PENETRATIONS. PENETRATIONS SEAL

SHALL MATCH FIRE RATING OF WALL.

4. COORDINATE WITH STRUCTURAL, PLUMBING, MECHANICAL,

ELECTRICAL, FOR ASSOCIATED WORK UNLESS NOTED OTHERWISE.

5. SEE SHEET A-601 FOR DOOR AND WINDOW SCHEDULES.

6. ALL DOOR OPENINGS SHALL BE 4" OFF ADJANCENT STUD WALLS

ON THE HINGE SIDE OF DOOR UNLESS NOTED OTHERWISE.

7. AVERAGE EXTERIOR WALL "R" VALUE = R14.

8. SEE SHEET I-603 FOR SIGNAGE DETAILS.

9. KNOX BOX MODEL 3200 SIDE HINGED WITHOUT TAMPER SWITCH.

10. DIMENSIONS ARE FROM EDGE OF SLAB TO CENTERLINE OR FACE

OF STUD..

EXTRUDED ALUMINUM FRAME

SUSPENDED CANOPY UNIT W/

TRANSLUCENT POLYCARBONATE

SHEET DECKING ON 2" X 2" ALUMINUM

PURLINS. GUTTER SHALL BE

INTEGRAL W/ ALUMINUM FRAME.

SLOPE 1/4"/FT.

6' - 0 1/32" 0' - 2"

METAL WALL PANEL SYSTEM R14

STEEL GIRT, PER

PEMB MFR

4" METAL STUD

5/8" GYPSUM WALL

BOARD

STEEL FRAMING, SEE

STRUCTURAL

STEEL ANGLE

METAL DRIP FLASHING

METAL DOWNSPOUT

1" SOLID SURFACE STOOL

1" AIR SPACE

CANOPY STRUC.

SUPPORT BY MANF.

ATTACH TO WINDOW

ALUM. WINDOIW

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

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AMENDMENT NO. 0002

N A

O R

C E

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M O

A L

1/8" = 1'-0"A-103

1 CLERESTORY PLAN

PLAN NORTH

GRAPHIC SCALE:

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'1 1/2" = 1'-0"A-103

AWNING SECTION - BID OPTION 102

K D

H A N

G E

. 2

01_LEVEL_FF

0' - 0"

ROOF

16' - 0"

STANDING SEAM

METAL ROOF SYSTEM

ADMINISTRATION

AREA

STORAGE

OPTICAL LAB

INSULATED FOAM

CORE WALL PANEL

INSULATED FOAM

CORE WALL PANEL

ALUM. WINDOW

CANOPY

C B

A-301

A-103

Sim

01_LEVEL_FF

0' - 0"

ROOF

16' - 0"

7/8" FURRING CHANNEL

5/8" GYPSUM WALL BOARD

STEEL FRAME PER MANUF.,SEE STRUC.

1" AIR SPACE

2 1/2" METAL STUD @ 16" O.C.

ACCOUSTICAL CEILING TILES

STEEL MEMBER PER

MANUF., SEE STRUC.

METAL GUTTER

METAL DOWNSPOUT

R14 INSULATED FOAM CORE

METAL WALL PANEL

STANDING SEAM METAL ROOF SYSTEM

R30 RIGID BOARD INSULATION

STEEL MEMBER PER

MANUF., SEE STRUC.

METAL DECK, SEE STRUC.

STEEL FRAME PER MANUF.,SEE STRUC.

CONT. AIR AND VAPOR BARRIER

CONT. METAL CLOSURE TRIM

PROTECTION BOARD WITH FACING

EXTRUDED ALUMINUM FRAME

SUSPENDED CANOPY UNIT W/

TRANSLUCENT POLYCARBONATE

SHEET DECKING ON 2" X 2" ALUMINUM

PURLINS. GUTTER SHALL BE

INTEGRAL W/ ALUMINUM FRAME.

SLOPE 1/4"/FT.

6' - 0 1/32" 0' - 2"

VARIES

METAL WALL PANEL SYSTEM R14

STEEL GIRT

PER PEMB MFR

2 1/2" METAL

STUD

5/8" GYPSUM WALL

BOARD

STEEL FRAMING

PER PEMB MFR

STEEL ANGLE

METAL DRIP FLASHING

METAL DOWNSPOUT

1" AIR SPACE

PANEL MODULE

3' - 0"

EXTERIOR STRIATED FINISH

INTERIOR LINER

A-301

Sim

INSULATED METAL PANELS

ATTACHMENT CLIP

W/FASTENER, PER

MANUFR., TYP.

CONT. SEALANT

1/8" JOINT, TYP.

INTERIOR SIDE

EXTERIOR SIDE

STEEL SUPPORTS

PER PEMB MFR, TYP.

EXTERIOR CORNER COVER

EXTRUSION PER INSUL.

METAL PANEL MANUFR., TYP.

CONT. VERT. SEALANT, TYP.

/3 2"

CONT. BEAD SEALANT,

EA. SIDE OF CORNER, TYP.

0' - 2 31/32"

INSUL. METAL PANEL

& FASTENERS PER METAL

PANEL MANUFR., TYP.

INTERIOR CORNER RETAINER

EXTRUSION PER INSUL. METAL

PANEL MANUFR., TYP.

PER MANUFR.

AS REQ'D.

01_LEVEL_FF

0' - 0"

ROOF

16' - 0"

B CCB

TBPC LAB

SEEKER/SCIENCE

LAB HIGH BAY

A-104

A-606

STANDING SEAM

METAL ROOF SYSTEM

INSULATED FOAM

CORE WALL PANEL

INSULATED FOAM

CORE WALL PANEL

TRANSLUCENT PANEL SYSTEM

EXPOSED STRUCTURE (PAINTED)

0' - 0 5/8"

INTERIOR SIDE

EXTERIOR SIDE

REVEAL JOINT

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

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AMENDMENT NO. 0002

N A

O R

C E

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M O

A L

G C

R O

O N

A N

D D

1/8" = 1'-0"A-301

1 BUILDING SECTION 1

1/2" = 1'-0"A-301

7 WALL SECTION

1 1/2" = 1'-0"A-301

3 CANOPY SECTION

3" = 1'-0"A-301

4 DETAIL - WALL PANEL,36"

3" = 1'-0"A-301

5 DETAIL - PANEL END CONNECTION 3" = 1'-0"A-301

6 DETAIL - TYPICAL CORNER

1/8" = 1'-0"A-301

8 BUILDING SECTION 2

3" = 1'-0"A-301

DETAIL - REVEAL JOINT2

K D

H A N

G E

. 2

4 5

ADMINISTRATION

AREA

MECH.

OPTICAL LAB

UNISEX

STORAGE

JAN.

TBPC LAB

SEEKER/SCIENCE

LAB HIGH BAY

4 5

A-400 4

GB3

GB1

GB2

TTD

SD MG/MT

GB3

GB1

GB2

TTD

SDMG/MT

CP CP

A-400

Sim

D R

TPD

1-1/2" GB1-1/2" GB

SND

BOT./MIRROR

3' -4

" M

2' -1

2' -3

8" 7"

3'-0" MIN, UNO 6"

1'-6"

1' -7

E O

'-0

3'-6" MIN1'-0" MAX

1' -3

" M

4" M

1' -0

4'-6" MIN

MIRROR

MIN.

PTDWR

-4

'-0

HANDICAPPED ACCESSIBLE HEIGHT NOTES:

MAX FORWARD REACH = 48"

MAX SIDE REACH = 54"

SEE PLUMBING FOR FIXTURE TYPE

3' -4

MG/MT

LENGTH OF COUNTER

2' -1

3' -0

1' - 11 3/4"

0' - 6"

0' - 8 3/4"

2' - 0"

PLASTIC LAMINATE

PL-1

3"X4"X1/4"

CONT. STL. ANGLE

SOLID SURFACE

COUNTER TOP WITH BACKSPLASH

LAVATORY/SINK (SEE MECHANICAL

DRAWINGS) AS REQUIRED. REF. DETAIL 1

2"X4" P.T. WOOD

FRAMING

STL. ANGLE @ INT.

DIVIDER BEYOND

3/4" PLYWOOD DIVIDER BEYOND

3/4" PLYWOOD (TYP.)

PROVIDE 1'-6" WIDE ACCESS

PANEL AT CENTERLINE OF

EACH SINK,

TUMBLER LOCK

PIANO HINGE

TOILET ACCESSORY LEGEND:

(GB-1) ADA GRAB BAR

(GB-2) ADA GRAB BAR

(GB-3) ADA VERTICAL GRAB BAR

(TTDJ) TOILET TISSUE DISPENSER

(MG) MIRROR, GLASS

(MT) MIRROR, TILT GLASS (2 POSITION)

(PTWDR) COMB. PAPER TOWEL DISPENSER/ WASTE RECEPTACLE

(SD) SOAP DISPENSER (N.I.C.)

(CP) COAT PIN

GENERAL NOTES:

1. APPLY A CONTINUOUS BEAD OF SEALANT AROUND ALL FIXTURES WHERE FIXTURE

INTERFACES WITH THE FLOOR OR WALL

2. CONTRACTOR SHALL PROVIDE BLOCKING FOR MOUNTING / INSTALLING OF

ACCESSORIES, MATCH FRAMING MEMBER SIZE.

3. CONTACTOR SHALL INSTALL ADEQUAET BLOCKING TO SUPPORT ALL FIXTURES, AND

ENSURE SUPPORT MEETS FIXTURE MANUFACTURER REQUIREMENTS.

4. REFER FOR EQUIPMENT MOUNTING HEIGHTS AND DIMENSIONS

0' - 1"0' - 1"

PROVIDE

BLOCKING AS

REQUIRED (TYP).

4" ALUMINUM

PULLS.

PLASTIC LAMINATE

COVERED 3/4" PLYWOOD

SHELVES ON ADJUSTABLE

ALUMINUM STANDARDS.

CONCEALED

HINGES.

WALL HUNG

CABINET.

NOTE: PROVIDE PLASTIC

LAMINATE FINISH ON ALL

EXPOSED SURFACES TYP.

UNO. SEE FINISH SCHEDULE.

GYPSUM WALL BOARD

METAL STUDS, TYP.

GYPSUM BOARD SOFFIT

ABOVE WALL CABINETS

1" EXT. GRADE

PLYWOOD.

PT 2X WOOD

BLOCKING (TYP).

PLASTIC LAMINATE

COVERED 3/4" PLYWOOD

SHELVES ON ADJUSTABLE

ALUMINUM STANDARDS.

4" ALUMINUM

PULLS.

3/4" PLYWOOD

BASE CABINET.

CONCEALED

HINGES (TYP).

RESILIENT BASE,

SEE FINISH SCHEDULE.

PROVIDE

BLOCKING AS

REQUIRED.

1/2" SOLID SURFACE BACKSPLASH &

COUNTERTOP ON 1" EXT. GRADE

PLYWOOD

0" 2'

2' - 1"

4" 0'

0' - 1"

0' - 3"

A-400

Sim

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

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AMENDMENT NO. 0002

N A

O R

C E

, F

M O

A L

R G

O R

1/4" = 1'-0"A-400

1 ENLARGED BREAK AND RESTROOM PLAN

1/2" = 1'-0"

FIXTURE MOUNTING HEIGHTS

1 1/2" = 1'-0"A-400

3 COUNTER DETAIL

1 1/2" = 1'-0"A-400

CABINET SECTION5

1/2" = 1'-0"A-400

INTERIOR ELEVATION4

K D

H A N

G E

. 2

8" M

VENT THRU ROOF, LOCATE VTR

BETWEEN METAL ROOF PANELS.

FINISH TO MATCH METAL ROOF COLOR

PRE-FINISHED METAL STORM

COLLAR AROUND VTR PIPE,

FASTEN W/ DRAWBAND

RUBBER BOOT SEAL

@ PIPE PENETRATION, TYP.

RIVET BOOT TO PANEL W/ CONT

TAPE SEALANT RIVETS @ 4" OC

AIR AND VAPOR BARRIER

STEEL RIGID FRAME,

SEE STRUCTURAL

METAL PURLINS,

SEE STRUCTURAL

STANDING SEAM METAL SYSTEM

ROOF PANEL (R-30)

DECK, SEE STRUC.

PROTECTION BOARD WITH FACING

RIGID INSUL.

CONT. AIR AND

VAPOR BARRIER

CONTINUOUS

GUTTER

SEE LOWER RIGHT END

FOR END CAP & POP RIVETING

3" NOTCH BACK

(TOP ONLY)

CONTINUOUS GUTTER

STAINLESS STEEL

BLIND RIVETS, TYP.

(1) RUN OF SEALANT ALL

AROUND & ON BACK OF ALL

RIVETS, TYP.

SEE LOWER RIGHT END

CAP & POP RIVETING, TYP.

TYP.

1" E

XP. JT.

MAX.

3" O

VERLAP (M

IN.)

CONT.

GUTTER, TYP.

EXP. GUTTER CAP, TYP.

CONT. GUTTER, TYP.

#14 x 7/8" SCREW

W/WASHER (THRU

EAVE TRIM & INTO

1 GUTTER)

10" TYP.

RIDGE FLASHING WITH 6" WIDE OUTSIDE COVER PLATES.

FASTEN FLASHING TO CLOSURE BETWEEN EACH PANEL RIB

3" CLEARANCE IS REQUIRED

BETWEEN PANELS FOR PAN END TOOL.

LOW PITCH CLOSURE WITH FOAM INSERT

CONT. SLIP CLEAT ON ONE SIDE ONLY

PANEL CLIP

LINER FLASH

MTL PURLIN - SEE

STRUCTURAL

LOOSE FILL INSULATION

DECK, SEE STRUC.

PROTECTION BOARD

RIGID INSULATION

CONT. AIR AND VAPOR BARRIER

CLEAR

1' - 6"

CLEAR

1' - 6"

3" T

6" CONCRETE FILLED, STEEL

PIPE BOLLARD, SEE PLAN TYP.

C.L. PIPE/

FACE OF OPNG.

WALL, AS SCHEDULED

A-500

Sim

FINISH WITH

CONCRETE CROWN

6" DIA. SCH 40 PIPE,

FILLED W/CONCRETE,

PAINTED

3/8" PEJ MATERIAL, TYP.

PIPE AND

FOOTING

1'-6" DIA.

0" 3'

SLOPE CONC. TO PROVIDE

POSITIVE DRAINAGE

1'-0" M

IN,

PREFINISHED NON-

REFLECTIVE, NON-INSULATED

STANDING SEAM ROOF PANEL.

CONTINUOUS METAL

CLEAT

RAKE TRIM

UNDERLAYMENT FACING PER

MANUFACTURER'S RECOMMENDATION.

TURN DOWN AND LAP OVER CLEAT. TAPE

ALL JOINTS PER MANUFACTURER

STURTURAL

SUPPORT BY PEMB

R30 RIGID INSULATION

UNDERLAYMENT STRIP

INSULATING METAL CLEAT FROM

WOOD

PROTECTION

BOARD

RAKE

FLASHING

SUPPORT

BULB-TITE

& SEALANT

FASTENER

BUTYL TAPE

STANDING SEAM METAL

ROOF PANEL SYSTEM

SEALANT Z-GIRTS

RAKE

FLASHING

BULB-TITE

PANEL CLIP

& FASTENER

INSULATEDFOAM

CORE METAL

WALL PANEL

METAL DECK,

SEE STRUC.

(R-30) RIGID

INSULATION

CONT. AIR AND VAPOR

BAARIER UNDERLAYMENT FACING

PROTECTION BOARD

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

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A-500

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AMENDMENT NO. 0002

N A

O R

C E

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M O

A L

O U

S D

1 1/2" = 1'-0"A-500

1 DETAIL - TYPICAL ROOF PENETRATION

3/32" = 1'-0"A-500

2 DETAIL - METAL GUTTER EXPANSION JOINT

3" = 1'-0"A-500

3 S.S. RIDGE DETAIL

1" = 1'-0"A-500

5 DETAIL - TYPICAL PIPE BOLLARD LAYOUT

1" = 1'-0"A-500

6 SECTION - STANDARD BOLLARD

6" = 1'-0"A-500

7 OVERHANG EDGE DETAIL1 1/2" = 1'-0"A-500

8 RAKE DETAIL

K D

H A N

G E

. 2

F1 N

6" 3'

0' - 6" 0' - 6"

FIN. FLR.

SCHED.

INSULATED

ROLL-UP DOOR

DOOR TYPES:

GLAZING (GL)

2' - 0" 0' - 6"

6" 2'

A B

0" 0'

0' - 2" 3' - 0" 0' - 2" SCHED.

VERT. DOOR GUIDE

TRACKS PER MANUFR.

COILING DOOR

HOOD PER MANUFR.

FRAME TYPES:

0" 0'

0' - 2" SCHED. 0' - 2"

HM FRAME HM FRAME

FIN. FLR.

G1 TEMPERED INSULATING GLASS UNIT (1" THICKNESS)

TWO 1/4" PANELS SEPARATED BY 1/2" AIR SPACE.

OUTSIDE PANEL TEMPERED GLASS, INSIDE PANEL

TEMPERED LAMINATED GLASS

G2 INSULATED GLASS UNIT (1" THICKNESS) TWO 1/4" PANELS

SEPARATED BY 1/2" AIR SPACE. OUTSIDE PANEL

ANNEALED, CLEAR GLASS, INSIDE PANEL ANNEALED

LAMINATED GLASS

G3 INSULATED GLASS UNIT (1" THICKNESS) TWO 1/4" PANELS

SEPARATED BY 1/2" AIR SPACE. OUTSIDE PANEL,

ANNEALED GLASS, INSIDE SURFACE OF EXTERIOR

PANEL TO BE TREATED WITH LOW E COATING, INSIDE PANEL

ANNEALED LAMINATED GLASS

G4 1/4" CLEAR TEMPERED GLASS

G5 1/4" WIRE REINFORCED GLASS

G6 TEMPERED INSULATED GLASS UNIT (1" THICKNESS) TWO

1/4" PANELS SEPARATED BY 1/2" AIR SPACE. EXTERIOR

PANEL, TEMPERED GLASS WITH INSIDE SURFACE OF

EXTERIOR PANEL TO BE TREATED WITH LOW E COATING,

INSIDE PANEL TEMPERED LAMINATED GLASS

GLAZING SCHEDULE:

MATERIAL AND FINISH LEGEND:

FLOOR

PORCELAIN TILE

SEALED CONCRETE

CERAMIC TILE

ENTRANCE FLOORING MAT

GROUT

BASE

CTB

PTB

RESILIENT BASE

CERAMIC TILE BASE

PORCELAIN TILE BASE

GROUT

WALLS

GWB

PAINTED GYPSUM BOARD

CONCRETE MASONRY UNITS - PAINTED

CERAMIC TILE - FULL HEIGHT

GYPSUM WALL BOARD

GROUT

CEILINGS

ACT

GWB

ACCOUSTICAL CEILING TILE

PAINTED GYPSUM BOARD

PAINTED STRUCTURE

GYPSUM WALL BOARD

OTHER

SSM

PLAM

METAL BLIND

SOLID SURFACE MATERIAL

INTERIOR SIGNAGE

PLASTIC LAMINATE

CMU

REMARKS:

1. ALL INTERIOR DOORS AND TRIM SHALL BE PAINTED P-3

2. ALL WINDOW SILLS SHALL BE SSM-1.

4. ENTRANCE FLOORING MAT (MT-1) SHALL BE AT EACH EXTERIOR ENTRANCE INTO THE CORRIDOR.

5. INTERIOR SIGNAGE SHALL BE IS-1.

6. CABINET FINISH SHALL BE PL-1 WITH SS-1 COUNTERTOP AND BACKSPLASH.

7. CERAMIC WALL TILE (CT-1) GROUT SHALL BE GR-1, 6'-0" A.F.F. WITH CEMENT BOARD.

8. ALL PORCELAIN FLOOR AND WALL BASE GROUT SHALL BE GR-1.

9. REFER TO UFGS SECTION 09 06 00 COLOR SCHEDULE FOR FINISH COLOR SPECIFICATIONS.

10. ALL EXTERIOR DOORS AND TRIMS SHALL BE PAINTED P-1.

11. PROVIDE SIGNAGE AT BUILDING ENTRY DOORS (3 LOCATIONS) STATING:

"THIS IS A SMOKE FREE BUILDING. NO SMOKING WITHIN 25 FEET OF ANY ENTRY"

4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"

G1 G1 G1 G1 G1 G1 G1

* SEE DETAIL # 1 ON SHEET A/606

50' - 0"

TRANSLUCENT PANEL SYSTEM PER MANUF.

* SEE DETAILS # 2,3 & 4 ON SHEET A/606

L-3

2" 2'

0' - 2" 2' - 2" 0' - 2"

METAL FRAME,

PAINTED, TYP.

L-1 0'

6" 0'

0' - 2" 1' - 6" 0' - 2"

2" 1'

0' - 2" 1' - 8" 0' - 2"

L-2

METAL FRAME,

PAINTED, TYP. METAL FRAME,

PAINTED, TYP.

* SEE DETAILS # 5,6 & 7 ON SHEET A/606

US Army Corps of Engineers

SHEET ID

U .S

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M Y

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AMENDMENT NO. 0002

N A

O R

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M O

A L

D O

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S C

A N

D D

DOOR SCHEDULE

DOOR NO. TYPE

DOOR

FIRE

RATING

FRAME

SILL HARDWARE COMMENTS:

SIZE

MATERIA

L FINISH

UNDER

CUT TYPE MATERIAL FINISH

DETAILS

WIDT

H HEIGHT THICKNESS

HEA

D JAMB

100 F1 6' - 0" 8' - 0" 0' - 2" HM PAINT - - B HM PAINT 7/A604 8/A604 9/A604 HW-7

100A RU 14' - 0" 14' - 0" 0' - 2" STEEL PAINT - - RU STEEL PAINT 5/A604 5/A604 5/A604 HW-10 100B F 4' - 0" 8' - 0" 0' - 1 3/4" HM PAINT - - A HM PAINT 7/A604 8/A604 9/A604 HW-1

101 N 6' - 0" 8' - 0" 0' - 2" WD PAINT - - B HM PAINT 1/A604 2/A604 6/A604 HW-5

101A F1 3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT - - A HM PAINT 7/A604 8/A604 6/A604 HW-6

102 F1 6' - 0" 8' - 0" 0' - 2" HM PAINT - - B HM PAINT 7/A604 8/A604 9/A604 HW-8

103 F1 3' - 0" 7' - 0" 0' - 1 3/4" WD PAINT 1/2" - A HM PAINT 3/A604 4/A604 6/A604 HW-2 104 F1 3' - 0" 7' - 0" 0' - 1 3/4" WD PAINT 1/2" - A HM PAINT 3/A604 4/A604 6/A604 HW-2 105 F1 3' - 0" 7' - 0" 0' - 1 3/4" WD PAINT - - A HM PAINT 1/A604 2/A604 6/A604 HW-3 106 F1 3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT 1/2" - A HM PAINT 1/A604 2/A604 6/A604 HW-3 107 N 3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT - - A HM PAINT 1/A604 2/A604 6/A604 HW-4

107A HG 3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT - - A HM PAINT 7/A604 8/A604 9/A604 HW-1 108 F1 3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT - - A HM PAINT 1/A604 2/A604 6/A604 HW-9 109 F1 3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT - - A HM PAINT 1/A604 2/A604 6/A604 HW-9

FIRST FLOOR FINISH SCHEDULE

ROOM

NO ROOM NAME

WALLS BASE MATERIAL FLOOR CEILING

NOTES & REMARKS (SEE NOTES)

NORTH EAST SOUTH WEST

NORTH EAST SOUTH WEST MAT. FIN. MAT. FIN.MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH 100 TBPC LAB SEEKER/SCIENCE LAB HIGH BAY GWB PAINT GWB PAINT GWB PAINT GWB PAINT RB RB RB RB CONCRETE SEALED EXP PAINT 101 OPTICAL LAB GWB PAINT GWB PAINT GWB PAINT GWB PAINT RB RB RB RB CONCRETE SEALED EXP PAINT 102 MECH. GWB PAINT GWB PAINT GWB PAINT GWB PAINT RB RB RB RB CONCRETE SEALED EXP EXP

103 UNISEX GWB PAINT GWB PAINT CT PAINT GWB PAINT CT CT CT CT PT PT GWB PAINT

104 UNISEX GWB PAINT GWB PAINT CT PAINT GWB PAINT CT CT CT CT PT PT GWB PAINT

105 STORAGE GWB PAINT GWB PAINT GWB PAINT GWB PAINT RB RB RB RB CONCRETE SEALED ACT ACT 106 JAN. GWB PAINT GWB PAINT GWB PAINT GWB PAINT CT CT CT CT CONCRETE SEALED GWB PAINT 107 ADMINISTRATION AREA GWB PAINT GWB PAINT GWB PAINT GWB PAINT RB RB RB RB CONCRETE SEALED ACT ACT 108 COMM GWB PAINT GWB PAINT GWB PAINT GWB PAINT RB RB RB RB CONCRETE SEALED EXP EXP 109 ELEC. GWB PAINT GWB PAINT GWB PAINT GWB PAINT RB RB RB RB CONCRETE SEALED EXP EXP

110 OPEN AIR LAB - - - - - - - - - CONCRETE - - --

3/8" = 1'-0"A-601

1 CLERESTORY WINDOWS

3/8" = 1'-0"A-601

2 CLERESTORY TRANSLUCENT PANELS

1/4" = 1'-0"

LOUVER TYPES

K D

H A N

G E

. 2

5/8" GYPSUM

WALLBOARD, TYP.

METAL RUNNER

CHANNEL, TYP.

METAL STUD, TYP.

HEADER, 2- HORIZ.

METAL STUDS, TYP.

DOOR SLAB, TYP. HOLLOW METAL

FRAME, TYP.

0' - 4"

DOORS: 000

METAL JAMB ANCHORS,

3 PER JAMB, TYP.

5/8" GYPSUM

BOARD

CONT. SEALANT BOTH SIDES

JAMB STUD, TYP.

DOOR SLAB, TYP.

0' - 2"

HOLLOW METAL

FRAME, TYP.

DOORS: 000

1/2" CEMENTIOUS

WALLBOARD, TYP.

METAL RUNNER

CHANNEL, TYP.

3 5/8'METAL STUD, TYP.

HEADER, 2- HORIZ.

METAL STUDS, TYP.

DOOR LEAF, TYP. HOLLOW METAL

FRAME, TYP.

THROAT

0' - 5 1/4"

DOORS: 000

TILE THIN SET 0' - 4"

METAL JAMB ANCHORS,

3 PER JAMB, TYP.

5/8" GYPSUM BOARD

SEALANT

BOTH SIDES

3 5/8" STUD JAMB, TYP.

DOOR LEAF TYP.

HOLLOW METAL

FRAME, TYP.

DOORS: 000

TILE THIN SET

0' - 2"

OVERHEAD DOOR TRACK

INSULATED OVERHEAD

COILING DOOR

CONT. FLEXIBLE SEAL

@ OPNG., TYP.

INSULATED OVERHEAD

COILING DOOR

INSULATED OVERHEAD

COILING DOOR

COMPRESSION SEAL

OVERHEAD DOOR

TRACK BEYOND

1/8" STEEL ARMOR

PLATE, TYP.

HEAD

JAMB

SILL

COMPOSITE INSULATED WALL PANEL

FACE OF OPENING

BEYOND, TYP.

CONCRETE SLAB,

SEE CIVIL DWGS.

POURABLE SEALER,

FINISH FLUSH W/SLAB

CONT. 1/2" PEJ

MATERIAL

COMPACTED

BACKFILL, SEE

CIVIL DWGS.

CONT. VAPOR

BARRIER, TYP.

CONT. CAPILLARY

MOIST. BARRIER, TYP.

COMPACTED BACKFILL,

SEE STRUCT. DWGS.

SL.

CONT. FLEXIBLE SEAL

@ OPNG., TYP.

OVERHEAD COILING

DOOR UNIT- SEE

DOOR SCHEDULE

OVERHEAD DOOR TRACK

CONT. FLEXIBLE

SEAL @ OPNG., TYP.

1/4" STEEL ARMOR

PLATE BEYOND, TYP.

INSULATED OVERHEAD

COILING DOOR

Sim

R15 RIGID INSULATION @

PERIM. OF HANGAR SLAB, TYP.

CONT. VAPOR

BARRIER, TYP.

CONT. FLEXIBLE

SEAL @ OPNG., TYP.

UNCOMPACTED

BACKFILL, SEE

CIVIL DWGS.

0' - 8"

1' - 0 1/4"

0' - 2 31/32"

0' - 2 7/8"

0' - 0 1/4"

COMPOSITE INSULATED WALL PANEL

SEALED CONC.

THRESHOLD HOLLOW METAL

DOOR FRAME

TILE IN SETTING BED

VARIES

INSULATED

FOAM CORE

WALL PANEL

STEEL SUPPORT

PER PEMB MFR

VARIES

INSULATED

FOAM CORE

WALL PANEL

STEEL SUPPORT

PER PEMB MFR

METAL THRESHHOLD-

SET IN SEALANT BED

HOLLOW METAL DOOR -

SEE DOOR SCHEDULE

FIN. FLR.

HOLLOW METAL DOOR

FRAME BEYOND, TYP.

EGRESS & ADA THRESHOLD

PRE-CAST PANEL

BEYOND, TYP.

CONT. 3/8" PEJ

MAT'L,, TYP. COMPACTED FILL

STRUCTURAL

CONC. SLAB

O /F

CONCRETE PAD OR

WALKWAY, SEE CIVIL

DWGS.

0' - 7 5/8" 0' - 3"

0' - 4 1/2"

1' - 2"

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

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AMENDMENT NO. 0002

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3" = 1'-0"A-604

1 DOOR HEAD DETAIL

3" = 1'-0"A-604

2 DOOR JAMB DETAIL

3" = 1'-0"A-604

3 DOOR HEAD DETAIL

3" = 1'-0"A-604

4 DOOR JAMB DETAIL

1 1/2" = 1'-0"A-604

5 ROLL UP DOOR DETAIL

1 1/2" = 1'-0"A-604

6 DOOR SILL DETAIL

1 1/2" = 1'-0"A-604

7 DOOR HEAD DETAIL

1 1/2" = 1'-0"A-604

8 DOOR JAMB DETAIL

3" = 1'-0"A-604

9 THRESHOLD DETAIL

K D

H A N

G E

. 2

HEAD

JAMB

SILL

5/8" GYPSUM

WALL BOARD,

TYP.

(12 GAUGE MIN.) GALVANIZED

STRUCTURAL MEMBER PER BLDG.

MANUFACTURE

CONT. AIR AND

VAPOR BARRIER

METAL PANEL TRIM PER

BLDG MANUFACTURE

SEALANT AND BACKER ROD

SHIM

WINDOW, SEE SCHEDULE

WINDOW FRAME,

SEE SCHEDULE

CAULKING AND

BACKER ROD

CORNER BEAD

GALVANIZED METAL

STUDS, TYP.

5/8" GYPSUM

WALL BOARD,

TYP.

(12 GAUGE MIN.) GALVANIZED

STRUCTURAL MEMBER PER BLDG.

MANUFACTURE

INSULATED FOAM CORE

METAL WALL PANEL

SYSTEM, PER BLDG.

MANUFACTURE

CONT. AIR AND

VAPOR BARRIER

METAL PANEL TRIM PER

BLDG MANUFACTURE

SEALANT AND BACKER ROD

SHIM

WINDOW, SEE SCHEDULE

WINDOW FRAME,

SEE SCHEDULE

CAULKING AND

BACKER ROD

CORNER BEAD

5/8" GYPSUM WALL

BOARD, TYP.

(12 GAUGE MIN.) GALVANIZED

STRUCTURAL MEMBER PER BLDG.

MANUFACTURE

CONT. AIR AND

VAPOR BARRIER

METAL PANEL TRIM PER

BLDG MANUFACTURE

SEALANT AND BACKER ROD

SHIM

WINDOW, SEE SCHEDULEWINDOW FRAME,

SEE SCHEDULE

CAULKING AND

BACKER ROD

1" SOLID SURFACE

STOOL

GALVANIZED METAL

STUDS, TYP. INSULATED FOAM CORE

METAL WALL PANEL

SYSTEM, PER BLDG.

MANUFACTURE

GALVANIZED METAL

STUDS, TYP.

INSULATED FOAM CORE

METAL WALL PANEL

SYSTEM, PER BLDG.

MANUFACTURE

STEEL TUBE

PER PEMB MFR

C.L. TUBE

CONT. BACKER ROD

w/ SEALANT, TYP.

SILL COVER & RETAINER

EXTRUSIONS, PER INSUL.

METAL PANEL MANUFR., TYP.

CONT., METAL

SILL FLASHING

CONT. CHANNEL CLAMP

SYSTEM, PER TRANSLUCENT

PANEL MANUFR., TYP.

FIXED TRANSLUCENT

PANEL, TYP.

COMPOSITE, INSULATED

METAL PANEL; R=14

CONT. METAL CLOSURE

FLASHING, TYP.

CONT. BEAD SEALANT,

TYP.

CONT. BUTYL

SEALANT TAPE, TYP.

PREFINISHED INSUL. COMP.

METAL PANEL, R20, TYP.

CON.T BACKER ROD

W/SEALANT, TYP.

CONT. BUTYL SEALANT

TAPE, TYP.

STEEL TUBE PER

PEMB MFR., TYP.

CONT. CHANNEL CLAMP

SYSTEM, PER TRANSLUCENT

PANEL MANUFR., TYP.

FIXED TRANSLUCENT

PANEL, TYP.

JAMB COVER & RETAINER

EXTRUSIONS, PER INSUL.

METAL PANEL MANUFR., TYP.

STEEL TUBE PER

PEMB MFR

FIXED TRANSLUCENT

PANEL, TYP.

CONT. CHANNEL CLAMP

SYSTEM, PER TRANSLUCENT

PANEL MANUFR., TYP.

JAMB COVER & RETAINER

EXTRUSIONS, PER INSUL.

METAL PANEL MANUFR., TYP.

CONT. BACKER ROD

AND SEALANT, TYP.

C.L. TUBE

CONT. BUTYL

SEALANT TAPE, TYP.

PREFINISHED INSUL. COMP.

METAL PANEL, R20, TYP.

ANNOD. ALUM. BLADE, FRAME

& BIRD SCREEN PER LOUVER

MANUFR., TYP.

ANNOD ALUM. HEAD

MEMBER PER LOUVER

MANUFR., TYP.

C.L. TUBE

PREFINISHED INSUL. COMP.

METAL PANEL, R20, TYP.

CON.T BACKER ROD

W/SEALANT, TYP.

CONT. BUTYL SEALANT

TAPE, TYP.

STEEL TUBE,

PER PEMB MFR

CONT. CHANNEL CLAMP

SYSTEM, PER TRANSLUCENT

PANEL MANUFR., TYP.

JAMB COVER & RETAINER

EXTRUSIONS, PER INSUL.

METAL PANEL MANUFR., TYP.

ANNOD. ALUM. BLADE

ANNOD ALUM. JAMB

MEMBER PER LOUVER

MANUFR., TYP.

BIRD SCREEN, TYP.

C .L

. T U

VERT. STEEL TUBE

PER PEMB MFR

CONT. CHANNEL CLAMP

SYSTEM, PER METAL

PANEL MANUFR., TYP.

JAMB COVER & RETAINER

EXTRUSIONS, PER INSUL.

METAL PANEL MANUFR., TYP.

CONT. BACKER ROD

AND SEALANT, TYP.

CONT. BUTYL

SEALANT TAPE, TYP.

PREFINISHED INSUL. COMP.

METAL PANEL, R20, TYP.

ANNOD. ALUM. BLADE

& FRAME PER LOUVER

MANUFR., TYP.

ANNOD ALUM. SILL

MEMBER PER LOUVER

MANUFR., TYP.

CONT. PAN FLASHING W/ END

DAM PER INSUL. METAL PANEL

MANUFR., TYP.

BIRD SCREEN, TYP.

CONT. CLEAT, TYP.

STEEL TUBE PER

PEMB MFR

C.L. TUBE

CONT. BACKER ROD

w/ SEALANT, TYP.

SILL COVER & RETAINER

EXTRUSIONS, PER INSUL.

METAL PANEL MANUFR., TYP.

CONT. CHANNEL CLAMP

SYSTEM, PER TRANSLUCENT

PANEL MANUFR., TYP.

PREFINISHED INSUL. COMP.

METAL PANEL, R=20

CONT. METAL CLOSURE

FLASHING, TYP.

CONT. BUTYL

SEALANT TAPE, TYP.

CONT. BEAD SEALANT, TYP.

METAL SPACER AS REQ'D. PER

INSUL. METAL PANEL MANUFR. TO

INSURE PROPER ALIGNMENT AND

DRAINAGE OF LOUVER, TYP.

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

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AMENDMENT NO.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 12, 2019.