7820805-DWG-Repair_Roof_Column_&_Roll_Up_Door_GSE_Shed_(S42).pdf

ANNOTATION CALLOUTS/DRAWING SYMBOLS

INTERIOR ELEVATION

A101

SIM

SECTION

A101

Ref

A101

Ref

EXTERIOR ELEVATION

PLAN NORTH

NORTH ARROW w/

TRUE NORTH

INDICATION

SPOT ELEVATION

Name Elevation

FLOOR LEVEL & NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

A SHEET KEYNOTE

NUMBERING SYSTEM:

A210

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

SHEET

NUMBER

WITHIN

SERIES:

SERIES NUMBER:

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - LARGE-SCALE VIEWS

5 - DETAILS

6 - SCHEDULES AND DIAGRAMS

9 - 3D REPRESENTATIONS

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

APPROX/LOC APPROX/LOC

W

IN

D

SO

C

SIG

N

W

IN

D

SO

C

SIG

N

C O

N C

PAR

KIN

G

PAR

KIN

G

C O

N C

PAR

KIN

G

PAR

KIN

G

TAXIWAY

CONC PARKING APRON

RIP-RAP

TANNER W

ILLIAM

S RO

AD

MARINER DRIVE

MARLIN STREET

TANNER W

ILLIAM

S ROAD

G

REAT HO

USE DRIVE

TAXIWAY

RIP-RAP

TANNER W

ILLIAM

S ROAD

TANNER W

ILLIAM

S ROAD

FOSTER ROAD

TANNER W

ILLIAM

S ROAD

TAN

K

C

AN

O

PY

TAN

K

CANOPY

TAN

K

TAN

K

C

AN

O

PY

TAN

K

CANOPY

TAN

K

ATC BASE MAP

N.T.S.

NORTH

o

MISSISSIPPI

ALABAMA98

o

CENTER ENTRANCE

AVIATION TRAINING

U.S. COAST GUARD

o p p10

MOBILE

BAY

GULF OF MEXICO

MOBILE

MUNICIPAL

AIRPORT

TANNER

W

ILLIAMS RD.

p

FLORIDA

ALABAMA

PROJECT

LOCATIONLOCATION MAP

N.T.S.

NORTH

VIC INITY M AP

ROADCODY

ZIEGLER RD

ROAD

ROAD

OLD SHELL RD.

BOULEVARD

AIRPORT

N.T.S.

SCHILLINGER

TANNER

NORTH

MAIN G ATE ENTRANC E

U.S. CO AST GUARD

AVIATIO N TRAINING C ENTER

MUNIC IPAL AIRPORT

BATES FIELD

WILLIAMS

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

AVIATION TRAINING CENTER

8501 TANNER WILLIAMS ROAD

MOBILE ALABAMA

PLOT SCALE: D SIZE

SHEET OF

C :\U se rs

\e vo nh \D oc um en ts

\7

-R ep ai r R oo f C ol um n

R ol l U p

D oo r G

SE

S he d (S

)\7

-R ep ai r R oo f S tru ct ur e

D oo r G

SE

S he d (S

).r vt

As indicated

7820805

Repair Roof Columns & Roll Up Doors GSE Shed (S42)

DESIGNED BY: EOH

EDITED BY: CEW

S427820805G101

G101

Title Sheet

DRAWN BY: EOH

CHECKED BY: RAC

CDR P Bosma

GENERAL

IN HOUSE

S427820805G101

PROJECT NUMBER:7820805

Repair Roof Columns & Roll Up Doors GSE Shed (S42)

OCT2018

CEWEOH RAC

PLAN NORTH

KEY PLAN

Sheet List Sheet

Number Sheet Name

SHEET_

NO

G101 Title Sheet 1 A100 Architectural Specifications 2 A101 Floor, Reflective Ceiling & Roof Plan 3 A201 Exterior Elevation 4 A202 Interior Elevations Corrosion Protection 5 S101 Floor & Reflective Ceiling Plan 6 S301 Base Plate Repair & New Door Girts 7 S302 Existing Motorized Coiling Metal Door 8

ID DATE DESCRIPTION

Project Site

Base Entrance

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

C :\U se rs

\e vo nh \D oc um en ts

\7

-R ep ai r R oo f C ol um n

R ol l U p

D oo r G

SE

S he d (S

)\7

-R ep ai r R oo f S tru ct ur e

D oo r G

SE

S he d (S

).r vt

7820805

Repair Roof Columns & Roll Up Doors GSE Shed (S42)

EOH

CEW

S427820805A100

A100

Architectural Specifications

EOH

RAC

CDR P Bosma

ARCHITECTURAL

IN HOUSE

S427820805A100

OCT2018

CEW

PAINT ALL STRUCTURAL MEMBERS NOTED IN

ORTHO VIEW INCLUDING BASE PLATES AND

BOLTS IN ACCORDANCE WITH FOLLOWING

SPECIFICATIONS

FLUID-APPLIED WATERPROOFING

1. WARRANTY

Provide roof system material and workmanship warranties meeting specified requirements. Minimum manufacturer warranty shall have no dollar limit, cover full system water-tightness, and shall have a minimum duration of 5 years.

2. FLUID-APPLIED MEMBRANE

ASTM C836/C836M.

2.1 MEMBRANE PRIMER

As recommended by the fluid-applied membrane manufacturer unless specifically prohibited by the manufacturer of the fluid-applied membrane.

3. PREPARATION

Coordinate work with that of other trades to ensure that components to be incorporated into the waterproofing system are available when needed.

Inspect and approve surfaces immediately before application of waterproofing materials.

Remove laitance, loose aggregate, sharp projections, grease, oil, dirt, curing compounds, and other contaminants which could adversely affect the complete bonding of the fluid-applied membrane to the concrete surface.

3.1 Priming

Prime surfaces to receive fluid-applied waterproofing membrane. Apply primer as required by membrane manufacturer's printed instructions.

3.2 Application

Over primed surfaces, provide a uniform, wet, monolithic coating of fluid-applied membrane, 15 mils thick, plus or minus 5 mils by following manufacturer's printed instructions.

Apply material by trowel, squeegee, roller, brush, spray apparatus, or other method recommended by membrane manufacturer.

Check wet film thickness.

3.3 Field Quality Control

3.3.1 Film Thickness

Measure wet film thickness every 100 square feet during application by placing flat metal plates on the substrate or using a mil-thickness gage especially manufactured for the purpose.

EXTERIOR COATING OF STEEL

STRUCTURES

1. QUALIFICATION OF COATING

CONTRACTOR

All Contractors and Subcontractors that perform surface preparation or coating application shall be certified to either ISO 9001 or SSPC QP 1 prior to contract awards.

1.2 Coating System Component Compatibility

Provide certification from each manufacturer of components of the coating system, epoxy primer, epoxy intermediate, and polyurethane topcoat, that the supplied coating material is suitable for use in the specified coating system.

1.3 Coating System Instructions

Submit manufacturer's printed instructions including detailed mixing and application procedures.

1.4 Coating Hazards

Ensure that employees are trained in all aspects of the safety plan. Specified coatings may have potential health hazards if ingested or improperly handled.

2. COATING SYSTEM

Alternate systems or products will not be considered. All primer, intermediate coat and topcoat materials shall be supplied by one supplier.

2.1 Zinc-Rich Epoxy Primer Coat

Epoxy polyamide, MIL-DTL-24441/19 (Formula 159, Type III).

2.2 Epoxy Intermediate Coat

Epoxy polyamide, MIL-DTL-24441/31 (Formula 152, Type IV, White (Tinted)).

2.3 Polyurethane Topcoat

Polyurethane coating topcoat of MIL- PRF-85285, Type II, white FED-STD-595 color number 17875, and Orange FED-STD-595 color number 12197.

3. SURFACES TO BE COATED

Coat exterior surfaces of structure including steel roof, shell, and other exterior appurtenances.

3.1 Application of Primer

Apply primer coat, maintaining paint supply container height within 3 feet of the paint nozzle for applying zinc primer. Maintain constant agitation of paint pot to ensure that zinc does not settle in container.

3.2 Application of Intermediate Coat

Apply intermediate coat within RECOAT WINDOW of primer coat.

3.3 Application of Topcoat

Make all required repairs to primer and intermediate coats as required prior to applying topcoat. Apply topcoat within RECOAT WINDOW of intermediate coat. The topcoat may require multiple passes to achieve desired aesthetics and required thickness.

OVERHEAD COILING DOORS

1. SYSTEM DESCRIPTION

Doors to be coiling type, with interlocking slats, complete with anchoring and door hardware, guides, hood, and operating mechanisms, and designed for use on openings as indicated. Use grease-sealed or self-lubricating bearings for rotating members.

Performance Requirements

1.1 Wind Loading

Design and fabricate door assembly to withstand the wind loading pressure of at least 60 pounds per square foot with a maximum deflection of 1/120 of the opening width. Ensure complete assembly meets or exceeds the requirements of ASCE 7.

2. COMPONENTS

2.1 Overhead Coiling Doors

2.1.1 Curtain Materials and Construction

Fabricate doors from interlocking cold-rolled slats, with section profiles as specified, designed to withstand the specified wind loading.

2.1.2 Safety Interlock

Equip power-operated doors with safety interlock switch to disengage power supply when door is locked.

2.2 Guides

Fabricate curtain jamb guides from the manufacturer's standard angles or channels of same material and finish as curtain slats unless otherwise indicated.

2.3 Equipment Supports

Fabricate door-operating equipment supports from the manufacturer's standard steel shapes and plates

2.4 Counterbalancing Mechanism

Counterbalance doors by means of manufacturer's standard mechanism with an adjustable-tension, steel helical torsion spring mounted.

2.2.4 Manual Door Operators

2.2.5 Electric Door Operators

2.2.5.1 Door-Operator Types

Provide an operator mounted to the right or left door head plate with the operator on top of the door-hood assembly and connected to the door drive shaft with drive chain and sprockets.

Provide automatic stop control by an automatic sensing switch within neoprene astragal extending the full width of door bottom bar.

3. Warranty

Provide written warranty.

3.1 Operation and Maintenance

Submit Operation and Maintenance Manuals for Overhead Coiling Door Assemblies, including accessories

ID DATE DESCRIPTION

Siding

8" Roof Edge

8" x 3.5" Light Gauge Zee Purlin

1/2" Rod Cross Bracing

Steel Joist Framing

8" x 3.5" Light Gauge Zee Girt

10' - 0"

A202

E4

A202

B4

D1E1

D4

A4

B1

7" Cast-in-Place Concrete Slab

Concrete Topping

0'

1"

12' Coiling Door With Motor

7/8" Metal Building Siding - 24 Ga

7/8" Metal Building Siding - 24 Ga

8" "C" Channel

Portal Frame Bracing

1/2" Anchor Bolt

A1

A201

A1

A201D1A201 C1

40' - 0"

A201

A3

Exposed Fastener Metal Roof

0'

4"

A1

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

C :\U se rs

\e vo nh \D oc um en ts

\7

-R ep ai r R oo f C ol um n

R ol l U p

D oo r G

SE

S he d (S

)\7

-R ep ai r R oo f S tru ct ur e

D oo r G

SE

S he d (S

).r vt

3/16" = 1'-0"

7820805

Repair Roof Columns & Roll Up Doors GSE Shed (S42)

EOH

CEW

S427820805A101

A101

Floor, Reflective Ceiling & Roof Plan

EOH

RAC

CDR P Bosma

ARCHITECTURAL

IN HOUSE

S427820805A101

OCT2018

CEW

3/16" = 1'-0" A3

Reflective Ceiling Plan 0

SCALE: 3/16"=1'-0"

48 8

3/16" = 1'-0" A1

Finished Floor Plan 3/16" = 1'-0"

A5 Roof Plan

1 Waterproof cooling coating application2 Paint all structural and nonstructural steel components identified

3 Paint all structural and nonstructural steel components identified

4 Replace roll up door and motor

ID DATE DESCRIPTION

Upper Flange Beam 12' - 5"

Finished Floor Plan 0' - 0"

Ridge 13' - 3"

B.O.F -2' - 0"

A EB D

1 st Girt 7' - 4"

Eave 10' - 6"

C8" Roof Edge

7/8" Metal Building Siding - 24 Ga

7" Cast-in-Place Concrete Slab

126 34578 12' Coiling Door With Motor

18' Coiling Door With Chain

7/8" Metal Building Siding - 24 Ga

Exposed Fastener Metal Roof

8" Roof Edge

18' Coiling Door With Chain 18' Coiling Door With Chain

Upper Flange Beam 12' - 5"

Finished Floor Plan 0' - 0"

Ridge 13' - 3"

B.O.F -2' - 0"

12 63 4 5

1 st Girt 7' - 4"

Eave 10' - 6"

7 8

1' - 0"

12' Coiling Door With Motor 12' Coiling Door With Motor

18' Coiling Door With Chain 18' Coiling Door With Chain 18' Coiling Door With Chain

7/8" Metal Building Siding - 24 Ga

AE BD C8" Roof Edge

7/8" Metal Building Siding - 24 Ga

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

C :\U se rs

\e vo nh \D oc um en ts

\7

-R ep ai r R oo f C ol um n

R ol l U p

D oo r G

SE

S he d (S

)\7

-R ep ai r R oo f S tru ct ur e

D oo r G

SE

S he d (S

).r vt

1/4" = 1'-0"

7820805

Repair Roof Columns & Roll Up Doors GSE Shed (S42)

EOH

CEW

S427820805A201

A201

Exterior Elevation

EOH

RAC

CDR P Bosma

ARCHITECTURAL

IN HOUSE

S427820805A201

OCT2018

CEW

1/4" = 1'-0"

A101

A5 A1 Elevation 1 - a

1/4" = 1'-0"

A101

A5 C1 Elevation 2 - c

1/4" = 1'-0"

A101

A5 D1 Elevation 3 - a

1/4" = 1'-0"

A101

A5 A3 Elevation 4

GENERAL PAINTING NOTES

04 8268 02 4 8134

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

SCALE

1 Paint metal wall panel 2 Paint roof edge - Rake 3 Remove and reinstall metals door for structural column and door frame repair 4 Remove and reinstall metal siding for structural column and door frame repair.

Paint panel

5 Replace overhead rollup door and motor

3 33

3 3 3

4 4 4444

4 4 4 4 4 4

5 5

ID DATE DESCRIPTION

SHEET KEYNOTES

Use abrasive blasting equipment of conventional air, force-feed, or pressure type.

Lower coiling metal doors and use as a containment system during blasting operation.

8" x 3.5" Light Gauge Zee Purlin

8" x 3.5" Light Gauge Zee Girt

8" x 3.5" Light Gauge Zee Girt

Steel Joist Framing

Steel Joist Framing

8" x 3.5" Light Gauge Zee Girt C8x11.5

8" x 3.5" Light Gauge Zee Purlin

1 1/2" Rigid Insulation

Exposed Fastener Metal Roof

Steel Joist Framing

8" x 3.5" Light Gauge Zee Purlin

8" x 3.5" Light Gauge Zee Girt

12' Coiling Door With Motor 12' Coiling Door With Motor

1/2" Anchor Bolt

8" x 3.5" Light Gauge Zee Girt

Steel Joist Framing

8" "C" Channel

Steel Joist Framing 8" x 3.5" Light Gauge Zee Purlin

18' Coiling Door With Chain

18' Coiling Door With Chain

Concrete Topping 6" Cast-in-Place Concrete Slab

1/2" Rod Cross Bracing

18' Coiling Door With Chain

Portal Frame Bracing

Steel Joist Framing

18' Coiling Door With Chain

Sheet Metal Roofing

C8x11.5

C Shape8" x 3.5" Light Gauge Zee Purlin Steel Joist Framing

1/2" Rod Cross Bracing

8" x 3.5" Light Gauge Zee Purlin Steel Joist Framing

18' Coiling Door With Chain 8" x 3.5" Light Gauge Zee Girt

Concrete Topping 6" Cast-in-Place Concrete Slab

Steel Joist Framing Steel Joist FramingC Shape

C8x11.5

Portal Frame Bracing

8" x 3.5" Light Gauge Zee Purlin Sheet Metal Roofing

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

C :\U se rs

\e vo nh \D oc um en ts

\7

-R ep ai r R oo f C ol um n

R ol l U p

D oo r G

SE

S he d (S

)\7

-R ep ai r R oo f S tru ct ur e

D oo r G

SE

S he d (S

).r vt

1/4" = 1'-0"

7820805

Repair Roof Columns & Roll Up Doors GSE Shed (S42)

EOH

CEW

S427820805A202

A202

Interior Elevations Corrosion Protection

EOH

RAC

CDR P Bosma

ARCHITECTURAL

IN HOUSE

S427820805A202

OCT2018

CEW

1/4" = 1'-0"

A101

A1 E4 2 - a

1/4" = 1'-0"

A101

A1 E1 2 - b

1/4" = 1'-0"

A101

A1 D4 2 - c

1/4" = 1'-0"

A101

A1 D1 2 - d

1/4" = 1'-0"

A101

A1 B4 3 - a

1/4" = 1'-0"

A101

A1 B1 3 - b

1/4" = 1'-0"

A101

A1 A4 3 - c

GENERAL PAINTING NOTES

04 8268 02 4 8134

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

SCALE

1 Paint structural members identified 2 Protect light fixtures 3 remove and reinstall polystyrene ceiling insulation to access roof purlins 4 Remove and reinstall metals door for structural column and door frame repair 5 Replace overhead rollup door and motor

5 5

5 5

1/4" = 1'-0"

A101

A1 A1 3 - d

4 4

1 1

1 1

1 1

1 1

1 1 1

ID DATE DESCRIPTION

SHEET KEYNOTES

Use abrasive blasting equipment of conventional air, force-feed, or pressure type.

Lower coiling metal doors and use as a containment system during blasting operation.

A EB D

0'

0"

30' - 0"

0'

8"

0'

8"

5' - 0" 30' - 0" 5' - 0"

C

15' - 0"

D1 S302

E1 S301

S301 D3

Concrete Topping

8" "C" Channel

Steel Joist Framing Column

Portal Frame Bracing A1 S301

A1 S301

A2 S301

A2 S301

A1 S302

A1 S302

A2 S302

A2 S302 S302

D3

A EB D

C

1/2" Rod Cross Bracing

A1 S301

A2 S301

A1 S302

A2 S302

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

C :\U se rs

\e vo nh \D oc um en ts

\7

-R ep ai r R oo f C ol um n

R ol l U p

D oo r G

SE

S he d (S

)\7

-R ep ai r R oo f S tru ct ur e

D oo r G

SE

S he d (S

).r vt

3/16" = 1'-0"

7820805

Repair Roof Columns & Roll Up Doors GSE Shed (S42)

EOH

CEW

S427820805S101

S101

Floor & Reflective Ceiling Plan

EOH

RAC

CDR P Bosma

STRUCTURAL

IN HOUSE

S427820805S101

OCT2018

CEW

3/16" = 1'-0" A1

Foundation Plan 3/16" = 1'-0"

A3 Reflective Ceiling Plan stru

MISCELLANEOUS METAL FABRICATIONS

1. QUALIFICATION OF WELDERS

Qualify welders in accordance with AWS D1.1/D1.1M.

2. STRUCTURAL CARBON STEEL

ASTM A36/A36M & ASTM A572/A572M. Gr. 50.

2.2 Anchor Bolts

ASTM A36/A36M. Where exposed, shall be of the same material, color, and finish as the metal to which applied.

2.3 Shop Cleaning and Painting

Blast clean surfaces in accordance with SSPC SP 6/NACE No.3. Wash cleaned surfaces which become contaminated with rust, dirt, oil, grease, or other contaminants with solvents until thoroughly clean. Steel to be embedded in concrete shall be free of dirt and grease. Apply pretreatment, primer, and paint in accordance with manufacturer's printed instructions.

2.3 Misc Plates and Shape

Provide for items that do not form a part of the structural steel framework, such as plates and angles for structural repairs, miscellaneous mountings and frames.

Provide angles and plates, ASTM A36/A36M or ASTM A572/A572M, Gr. 50.

3. INSTALLATION REQUIREMENTS

Install items at locations indicated, according to manufacturer's instructions.Verify all measurements and take all field measurements necessary before fabrication.

3.1 Workmanship

Provide misc metalwork that is well formed to shape and size, with sharp lines and angles.

Provide continuous welding along the entire area of contact except where tack welding is permitted.

3.2 Anchorage, Fastenings, and Connections

Provide anchorage where necessary for fastening miscellaneous metal items securely in place.

3.3 Built in Work

Provide with suitable anchoring devices as indicated or as required.

3.4 Welding

Perform welding, welding inspection, and corrective welding, in accordance with AWS D1.1/D1.1M. Use continuous welds on all exposed connections. Grind visible welds smooth in the finished installation.

ID DATE DESCRIPTION

SHEET KEYNOTES

1 Demo existing metal door with motor and Door frame. Provide new insulated metal door with motor.

2 Repair column base. 12 Total 3 Replace metal door frame for new doors.

3 Total 4 Replace coiling metal door frame. Secure to building structure (existing eave strut).

Provide new girt . 6 Total

5 Repair cross bracing and reinforce joist webbing

4 Secure to portal frame

SCALE: 3/16"=1'-0"

48 80

SCALE: 3/16"=1'-0"

48 8

5 54

Finished Floor Plan 0' - 0"

Ridge 13' - 3"

B.O.F -2' - 0"

AE BD

1 st Girt 7' - 4"

Eave 10' - 6"

C

Concrete Topping

6" Cast-in-Place Concrete Slab

1/2" Rod Cross Bracing 1/2" Rod Cross Bracing

18' Coiling Door With Chain

A2 S301

Upper Flange Beam 12' - 5"

Finished Floor Plan 0' - 0"

D

1 st Girt 7' - 4"

Eave 10' - 6"

A2 S301

1/2" Anchor Bolt

9/16" Steel Plate

Concrete Topping

6" Cast-in-Place Concrete Slab

18' Coiling Door With Chain

8" "C" Channel

Steel Joist Framing

A1

S301

1/2" Anchor Bolt 9/16" Steel Plate

Portal Frame Bracing

Steel Joist Framing

Portal Frame Bracing

Steel Joist Framing

2" Coiling Door Jamb Guide On Steel

A3 S301

A3 S301

A5 S301

A5 S301

Upper Flange Beam 12' - 5"

Finished Floor Plan 0' - 0"

D

1 st Girt 7' - 4"

Eave 10' - 6"

1/2" Anchor Bolt

Concrete Topping

6" Cast-in-Place Concrete Slab

18' Coiling Door With Chain

Steel Joist Framing

A5 S301

1/4 8 E70

8" x 3.5" Light Gauge Zee Girt

8" x 3.5" Light Gauge Zee Girt

8" x 3.5" Light Gauge Zee Girt

A3

S301

1/2" Anchor Bolt 9/16" Steel Plate

Portal Frame Bracing

Steel Joist Framing

1/4 8 E70

8" x 3.5" Light Gauge Zee Girt

8" x 3.5" Light Gauge Zee Girt

8" x 3.5" Light Gauge Zee Girt

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

C :\U se rs

\e vo nh \D oc um en ts

\7

-R ep ai r R oo f C ol um n

R ol l U p

D oo r G

SE

S he d (S

)\7

-R ep ai r R oo f S tru ct ur e

D oo r G

SE

S he d (S

).r vt

As indicated

7820805

Repair Roof Columns & Roll Up Doors GSE Shed (S42)

EOH

CEW

S427820805S301

S301

Base Plate Repair & New Door Girts

EOH

RAC

CDR P Bosma

STRUCTURAL DETAIL

IN HOUSE

S427820805S301

OCT2018

CEW

1/4" = 1'-0"

S101

A1 E1 Section 5

ID DATE DESCRIPTION

1" = 1'-0"

S101

A1 A1 Exstg Section 11

1" = 1'-0"

S101

A1 A2 Exstg Section 12

1" = 1'-0"

S101

A1 D3 Existing Column Base

1" = 1'-0" D5

Proposed Column Base

SHEET KEYNOTES

1/2 1 21

SCALE: 1"=1'-0"

SCALE

1 New girts to anchor new door frame. For the portal/wind bracing column anchor door frame directly to portal bracing column

2 New 6 to 8-inch angle. Field weld angle to existing joist columns.

3 Drill and epoxy 6 inch anchor bolts 4 For doors that will not be replaced.

Unscrew door track from door frame.

When reinstalling use appropriate metal shim to properly align door tracks.

04 8268 02 4 8134

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

1" = 1'-0" A3

Proposed Section 11 1" = 1'-0"

A5 Proposed Section 12

Finished Floor Plan 0' - 0"

D

1 st Girt 7' - 4"

Eave 10' - 6"

A2 S302

1 1/2" Rigid Insulation

Steel Joist Framing

8" x 3.5" Light Gauge Zee Girt

12' Coiling Door With Motor

8" "C" Channel

8" x 3.5" Light Gauge Zee Girt

Concrete Topping

6" Cast-in-Place Concrete Slab

7" Cast-in-Place Concrete Slab

9/16" Steel Plate

2" Coiling Door Jamb Guide

L3x3x0.25

12' Coiling Door With Motor

8" "C" Channel

A1 S302

9/16" Steel Plate

8" x 3.5" Light Gauge Zee Girt

8" x 3.5" Light Gauge Zee Girt

AE BD C

6" Cast-in-Place Concrete Slab Concrete Topping

0'

4" 7" Cast-in-Place Concrete Slab

A2 S302

8" "C" Channel

12' Coiling Door With Motor

A1 S302

A2 S302

9/16" Steel Plate

8" "C" ChannelConcrete Topping

2" Coiling Door Jamb Guide

L3x3x0.25

1/4 2"@18"

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

C :\U se rs

\e vo nh \D oc um en ts

\7

-R ep ai r R oo f C ol um n

R ol l U p

D oo r G

SE

S he d (S

)\7

-R ep ai r R oo f S tru ct ur e

D oo r G

SE

S he d (S

).r vt

As indicated

7820805

Repair Roof Columns & Roll Up Doors GSE Shed (S42)

EOH

CEW

S427820805S302

S302

Existing Motorized Coiling Metal Door

EOH

RAC

CDR P Bosma

STRUCTURAL DETAIL

IN HOUSE

S427820805S302

OCT2018

CEW

ID DATE DESCRIPTION

1" = 1'-0"

S101

A1 A1 Section 1

1" = 1'-0"

S101

A1 A2 Section 2

1/4" = 1'-0"

S101

A1 D1 Section 4

1 1/2" = 1'-0"

S101

A1 D3 Existing Column Base1

SHEET KEYNOTES

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

SCALE

1 Replace metal coiling doors, motors

04 8268 02 4 8134

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

1/2 1 21

SCALE: 1"=1'-0"

2 Replace door frame and door railing/Guide

3 Steel metal plate used as a ramp between outside strucutral concrete parking to interior finished floor concrete topping.

Concrete topping is elevated by 3 inches.