B09_GUCO_Sign_Plans_1__0001.pdf

Park Identification Sign

Guilford Courthouse National Military Park

April 2, 2010 April 19, 2010- R1

1209-821-GUCO

Office of NPS Identity Harpers Ferry Center

Interpretive Design Center Harpers Ferry, WV 25425

304-535-4069

1.0 | GUCO

PARK

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

1/4" = 1' - 0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

1 04-19-2010

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

DESCRIPTION

PANEL:

F/Pla-2GA, Western Red Cedar Panels

Blank Back Panel

STRUCTURE:

ENLARGE FOR FULL SCALE

4800%

QTY:

QTY:

Guilford Courthouse National Military Park National Park Service | U.S. Department of Interior

Guilford Courthouse National Military Park National Park Service | U.S. Department of Interior

1-1.0A Facility ID Sign Panel - Side 1 - 8" Cap Height - 211" x 61"

GL

1-1.0A Facility ID Sign Panel - Side 2 - 8" Cap Height - 211" x 61"

GL

1.0A | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

1/4" = 1' - 0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

1 04-19-2010

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

DESCRIPTION

PANEL:

STRUCTURE:

ENLARGE FOR FULL SCALE

4800%

QTY:

QTY:

Guilford Courthouse National Military Park National Park Service | U.S. Department of Interior

Sign panel is fabricated from 2" thick quarter sawn western red cedar blanks boards. Boards are glued opposite grain to prevent panel cupping. Panels are planed to a finish thickness of 1-1/2". Panel face and all edges are finish sanded prior to routing. After routing, all letter edges are to be sanded smooth and clean.

Panels shall receive two primer coats and shall be sanded smooth between coats.

Paint shall be matched to NPS Color Standards and shall be a Satin VOC, Semi Gloss finish. vSee also sheet 1.0B | GUCO

Overbar:

NPS River Rock

Matthews Paint

MP63852

Panel Background:

NPS Northwood

Matthews Paint

MP63853

Routed Graphics:

NPS Old Prairie

Matthews Paint 63854

Guilford Courthouse National Military Park National Park Service | U.S. Department of Interior

1-1.0A Facility ID Sign Panel - Side 1 - 8" Cap Height - 211" x 61"

2-2.0A Facility ID Panel - Side 2 - 8" Cap Height - 211" x 61"

3-2.0A Soldier Silhouette Side 1

1/2" = 1' - 0"

4-2.0A Soldier Silhouette Side 2

1/2" = 1' - 0"

2-Color NPS Arrowhead. See sheet 1.0C | GUCO

Machine-routed NPS Rawlinson Bold Typography Note: Use a 90° “V” route bit with 1/8" flat sidewall inset. Route to a uniform depth except where it would distort very small forms.

Machine-routed 65 Frutiger Heavy Typography Note: Use a vertical-sided flat-bottom bit.

Routing depth to be a uniform 0.375", except where it would distort very small forms.

1/4" Deep Dado Line. See Sheet 1.0B | GUCO

31 1/2"

94"

5/8" x 1/4" Deep Machine Routed Graphic Line Note: Use a flat router bit. Route to a depth of 1/4".

1/2"Thick CNC Routed 6061 T-6 Plate Aluminum Soldier Silhouette

31 1/2"

94"

1.0B | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

1/4" = 1' - 0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

1 04-19-2010

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

DESCRIPTION

PANEL:

STRUCTURE:

ENLARGE FOR FULL SCALE

4800%

QTY:

QTY:

12" 28" 10" 10" 139" 12"

211"

61"

4-2.0A Soldier Silhouette Side 2

1- 1.0B Routed Typography Section Cut

2- 1.0B Outline Facility Panel - Front - 211" x 61"

2-1.0B

3-1.0B

1-1.0C

Typograhy and Dado: Paint to Match NPS Old Prairie MP 63854

Panel Face: Paint to Match NPS Northwood Mathews Paint MP 63853

Panel Overbar: Paint to Match NPS River Rock Mathews Paint

MP 63852

Dado Wraps Around Panel Side

3" = 1'- 0"

Panel Overbar: Paint to Match NPS River Rock Mathews Paint MP 63852

5/8" x 1/4" Deep Dado Cut LIne

5/8"

1/4" Deep Dado Line

8" 5 1/2" 8" 8" 3 1/2"

4"5/8" 5 3/8"

36 1/2"

6 1/2" 8"

5/8"

1/4"

1.1B | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

Full Scale

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

QTY:

QTY:

04-19-2010

45°45°

Wood Panel

2- 1.0B Rawlinson BoldRouted Typography Section

Wood Panel 3- 1.0B Frutiger Routed Typography Section

Typography: Paint to Match NPS Old Prairie MP 63854

Typography: Paint to Match NPS Old Prairie MP 63854

1 1/2"

3/8"3/8"

1 1/2"

1.0C | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

1/4" = 1' - 0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

4800%

QTY:

QTY:

04-19-2010

1/16"

3" = 1'- 0"

1/2" = 1'- 0"

Wood Panel

1-1.0C

Precision Cut .125" Thick 6061-T6 Aluminum Plate to shape of NPS Arrowhead from plotted outline template. All edges ground smooth and clean.

Surface and edge to be free of burrs and other defects. Arrowhead to be primed per aluminum manufacturers’ specifications and screened per NPS color specifications. Final Arrowhead to receive Gloss Polyurethane Overspray finish.

Arrowhead back to receive 3-1/4" x 3/4" threaded rods to embed into wood panel. Wood panel shall be flat routed to a depth of .125" to receive Arrowhead so that it is flush to panel surface.

Match colors:

White PMS 1615

Embedded Arrowhead with Polyurethane Protective Coat

Sign Panel is Routed to a depth of 1/8" to allow

Arrowhead to set flush and align with sign Panel Face.

#10 x 24 x 1" Long Threaded Stud Welded to Arrowhead back. Drill Sign Panel to accept Studs and attach with Expoxy Adhesive.

Apply adhesive to Holes and Panel Surface.

Align

1- 28.0C Aluminum Arrowhead

2- 1.0C Arrowhead Section Cut

1.0D | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

1/4" = 1' - 0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

DESCRIPTION

PANEL:

STRUCTURE:

ENLARGE FOR FULL SCALE

4800%

QTY:

QTY:

04-19-2010 1-1.0D Sign Detail Elevation

CL CL CL

CL

CL

CL

.125" Galvanized Steel Brakeformed Z-clip Section

1-1.0J

3-1.0J

1-1.0H

2-1.0K

1-1.0K

4" x 6" Painted Steel Post

8" CMU Structure Under Stone Veneer.

Block to be filled and Reinforced

4" Concrete Cap with Chamfered Edge

8" CMU Structure Under Stone Veneer.

Block to be filled and Reinforced

4" Concrete Cap with Chamfered

Edge

Concrete Pryramidal Cap

Poured Concrete Spread Footer/ Sign Foundation

Compacted Subgrade

Compact Aggregate Base Course

#4 Typical Steel Re-Bar as Required by Local Codes and Regulations

Type 302 Chromium-Nickel Stainless Steel Stone Ties.

As Per Local Codes.

Stone: Stone to be Granite from Local Sources. Stone Color to be Approved.

Stone Pattern to be Uncoursed, Roughly Squared. Stone shall be set with Non-Staining Cement Morter. Stone shall be tied to CMU with Type 302 or 304 Chromium-Nickel Stainless Steel Ties. Use extra Ties and Morter at Corners. Mortal Joint shall be Concave.

Line of Soldier Silhouette See Drawing 1-1.1D

Steel Sign Frame 2-1.0J 1-1.0G 1-1.0F

4-1.0J

211"

4" eq 4" eq 4" eq 4"

6"

12"

6"

3 5/8" eq eq

3 5/8"

2 1/4"

24"- 3 Courses 8"x 8"x16"

CMU

61"94"

2" 4"

34"

3" = 1'-0"

GL

24" 24"

3/4"

1.1D | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

1/2" = 1' - 0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

1 04-19-2010

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

2400%

QTY:

QTY:

1-1.1D Soldier Silhouette Detail Elevation

3-1.1D Soldier Silhouette Detail Top Midsection View

4-1.1D Soldier Silhouette Attachment Detail

1/2 Scale

4" Stone Veneer

4" Stone Veneer

Side 1

Side 2

8" CMU Structure Under Stone Veneer.

Block to be filled and Reinforced

1/2" 6061 T-6 Plate Aluminum Soldier Silhouette Mounted to Stone Column

1/2" 6061 T-6 Plate Aluminum Soldier Silhouette Mounted to Stone Column

Drill Stone to Accept 3/8" Thread Rod

Epoxy Fill

Tap Aluminum to Receive a 3/8" Stainless Steel Threaded Rods

Solder Edge shall be ground smooth and cleaned and shall be free of surface defects. Alunimum shall be primed on two sides and edges per paint manufactures recommeded application procedures. Panel shall be painted Black and finished with a Satin Clear Polyurethane Finish.

1/2" 6061 T-6 Plate Aluminum Soldier Silhouette

4" Concrete Cap with Chamfered Edge

GL

1"

94 "

1 1/4"

31 1/2"

1 1/4"

Mounting Plate - 5/8" Thick Steel Plate

Grout Fill After Posts are Leveled and Set

4" x 6" Painted Steel Post

Sign Unit

3"

1.0E | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

1/4" = 1' - 0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

1 04-19-2010

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

DESCRIPTION

PANEL:

STRUCTURE:

ENLARGE FOR FULL SCALE

4800%

QTY:

QTY:

1-1.0E Z-Clips Location Back View of Panel

8" 14" 29" 14" 12" 14" 29" 14" 12" 14" 29" 14" 8"

61"

211"

Note: Brakeformed Top and Bottom Z-Clips shall be attached to allow panel to slot into Brakeformed C-Channel. See Details Sheet

1.0F | GUCO.

Brakeformed Top Z-Clip

Brakeformed Bottom Z-Clip

1.0F | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

1/4" = 1' - 0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

4800%

QTY:

QTY:

04-19-2010

4 3/16"

3 1/16"

1 1/2" 6" 1 1/2"

2"Concrete Pryramidal Cap

1-1.0F Sign Side View/Section

GL

4" Concrete Cap with Chamfered Edge

4" Stone Veneer

Poured Concrete Spread Footer/ Sign Foundation Depth as Required by Local Codes and Regulations

#4 Typical Steel Re-Bar as Required by Local Codes and Regulations

Tie Rebar from footer into CMU Cavity Compacted

Subgrade

Compact Aggregate Base Course

Galvanized Steel J-Bolts, 5/8" x 16" with returns, with Hex Nut, Acorn Nut, Washer, and Leveling Nut Note: Four per footing

4"x 6" Painted Steel Post

Sign Unit Soldier

Silhouette Unit Soldier Silhouette Unit

2-1.0C

2-1.0G

4 5/16"

61"

24"- 3 Courses 8"x 8"x 16"

CMU

2-28.0F Sign Side View/Section Including Frame, Base Plate and Post

3" = 1'- 0"

4" Concrete Cap with Chamfered

Edge

Galvanized Steel J-Bolts, 5/8" x 16" with returns, with Hex Nut, Acorn Nut, Washer, and

Leveling Nut

No. 10 x 1" Long SST. Pan Head Slotted Wood Screw

Sign Panel and Post Should Align

2"x 2" Steel

Support Angle

Grout Fill After Posts are

Leveled and Set

Mounting Plate - 5/8" Thick Steel

Plate

Brakeformed Bottom Z-Clip

Brakeformed Top Z-Clip

Brakeformed C-Channel Section

Brakeformed C-Channel Section

1-1.0H

24" 1 1/2 Courses 8"x 8"x 16"

CMU

24" 24"

3 1/16"

2" 4"

3" 4"

81"

1.0G | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

1/4" = 1' - 0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

1 04-19-2010

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

4800%

QTY:

QTY:

Concrete Pryramidal Cap

1-1.0G Sign Detail Top View

Side 1

Side 2

4" Concrete Cap with Chamfered Edge

4" Stone Veneer

8" CMU Structure Under Stone Veneer. Block to be filled and Reinforced

Galvanized Steel J-Bolts, 5/8" x 16" with returns, with Hex Nut, Acorn Nut, Washer, and Leveling Nut Note: Four per footing

Mounting Plate - 5/8" Thick Steel

Plate

Grout Fill After Posts are Leveled and Set

Galvanized Steel Brakeformed Z-clip Section

Steel Sign Frame

Soldier Silhouette Unit

Soldier Silhouette Unit

4"x 6" Painted Steel Post

2"x 2" Steel

Support Angle

Sign Unit

1-1.0F

4" 34" 4"

2"

211" 10"4"

4"

24"

4"

1.0H | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

1 1/2" = 1' - 0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

1 04-19-2010

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

800%

QTY:

QTY:

1-1.0H Baseplate Attachment Detail Front View

2-1.0H Left Baseplate Cut Detail 3-1.0H Center Baseplate Cut Detail 4-1.0H Right Baseplate Cut Detail

1 1/2"

1 1/2"

4" Concrete Cap with Chamfered

Edge

Galvanized Steel J-Bolts, 5/8" x 16" with returns, with Hex Nut, Acorn Nut, Washer, and Leveling Nut Note: Four per footing

Mounting Plate - 5/8" Thick Steel

Plate

Steel Post Cap Welded to Sign Post

Paint all Steel Components including Posts, Baseplates, and Caps to Match NPS Black Bean Soup, Mathews Paint MP 63855. Prep and Paint all Steel Components Per Manufacturers Recommended Application Procedurers.

Grout Fill After Posts are Leveled and Set

4" x 6" Painted Steel Post

(2) 3/4" Diameter Mounting Holes

7"

1 1/2"

1 1/2"

6"

1 1/2"

4" 3"

(2) 3/4" Diameter Mounting Holes

7"

6"

1 1/2"

4"3"

(4) 3/4" Diameter Mounting Holes

1 1/2" 1 1/2"

3" 4" 3"

10"

1 1/2"

1 1/2"

6"

1 1/2" Typical

1 1/2" Typical

1.0J | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

3" = 1' - 0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

1 04-19-2010

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

DESCRIPTION

PANEL:

STRUCTURE:

ENLARGE FOR FULL SCALE

400%

QTY:

QTY:

2"

5/8"

3 3/8"

1/4"

3/4"

2"

5/8"

3 3/8"

1/4"

3/4"

5-1.0J Brakeformed Top Z-Clip Section

6-1.0J Brakeformed Bottom Z-Clip Section

.125" Galvanized Steel Brakeformed Z-clip Section

4-1.0J Corner Clip Weld Detail 3-1.0J Channel To Post Attachment Detail

1-1.0J Post Cap Attachment Detail

2-1.0J Brakeformed Channel Sectionl

4"

1 1/2"

6"

Drill and Tap T.S. For Hex

Head Cap Screw

1.0K | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

See Drawings

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

1 04-19-2010

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

QTY:

QTY:

1-1.0K Brakeformed Top Z-Clip Detail

1 1/2” = 1’- 0"

2-1.0K Brakeformed Bottom Z-Clip Detail

1 1/2” = 1’- 0"

3 3/8" 3 3/8" 2"

(2) 1/4" Diameter Mounting Holes Along Short End of Clip

(2) 1/4" Diameter Mounting Holes Along Long End of Clip

5/8" eqeq 10” eqeq 10”

3-28.0H

3-1.0K Panel Section

3” = 1’- 0"

Sign

Panel

Edge End

Strip

Sign

Panel

3”, No. 12 Flat Head Wood Screws

Wood Plug

14" 14"

1.0L | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

1/4"=1'-0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

1 04-19-2010

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

4800%

QTY:

QTY:

Material Overview and Fabrication Specifications

Wood Western Red Cedar for NPS Park Identity Signs:

WRC for NPS Park Identity signs shall be laminated clear heart, kiln-dried vertical grain with a maximum moisture content not to exceed 12%. Cedar shall be selected per grading rules of the Western Red Cedar Lumber Associa-tion. Components of all panels including end caps shall be fabricated from the same grade.

Panel Size:

Sign panel shall be fabricated based on dimensions and format specified in the Sign Drawing Package. Panel sizes, specifications, dimensions, typography, color, and proportions shall not be altered.

Panel Assembly:

Panels shall be constructed using clear heart, vertical grain, kiln-dried wood through, glued up one board thick using 2” nominal size dimensional lumber (2" x 6", 2" x 8", 2" x 10"). Panels shall be glued using a phenolic resorcinol moisture resistant adhesive with all surface joints covered. Panels shall be clamped and cured for a minimum of 24 hours or per the manufacturers specifica-tions. Panel fabrication shall occur in air temperatures between 70 and 90 degrees Fahrenheit during drying, adhesive application, and curing.

After curing the panel vertical edges shall be finished with a 2" x 2" vertical end strip, faced glued and reinforced with 3", No 12 stainless steel Phillips flathead screws placed 8" on center. Screw heads shall be counter-sunk to a depth of 3/8" and filled with glue-in wood plugs.

After end strips have cured the panels shall be machine planed to a finish thickness of 1-1/2". All surfaces shall be finish sanded smooth and face and back edges shall rounded to a radius of 1/8".

Panels shall not be finished with hand planes, hand-held belt, orbital, or vibrating sanders.

Graphic Layout:

Graphic layout of panels shall be as shown on the attached drawings. Graphics to be accurately reproduced from plotted outline template or directly from computer to router based on full size digital vector art. Contractor shall use an accurate grid to ensure layout is aligned vertically and horizontally.

Typography shall be NPS Rawlinson Heavy and Frutiger Bold as shown on attached drawings. Typography shall not be altered, manipulated, or changed. Substitute fonts shall not be used.

NPS Rawlinson Heavy shall be Machine-routed unless otherwise specified with a 90 degree “V” router bit with a 1/8" vertical, flat sidewall inset. Routed letters shall conform to the same size artwork. Routing depth shall be uniform. Corners of type smaller than 3" cap height shall have a radius no greater than 0.0625. Type larger than 3" cap height shall have a corner radius no greater than 0.125".

Frutiger Bold typography shall be Machine-routed unless otherwise specified using a vertical-sided, flat-bottom router bit. Routing depth to be 0.375".

A 0.250" deep dado shall be routed in the panel between the main panel and the overbar. Dado height shall be determined based on cap height of main typography (0.0833 x cap height - .25" for 3", 0.333" for 4", .50" for 6"). Dado shall be routed in to the main panel field with the overbar being full height. Routedz dado shall be painted same color as main panel field.

NPS Alternate Panel layouts receive a vertical dado in addition to the horizontal dado. Vertical dados shall be routed to a depth of 0.250". Vertical dado width shall be based on the cap height of main typography (0.0833 x cap height - .25" for 3", 0.333" for 4", .50" for 6").

Vertical dados shall be painted as specified below.

Panels receiving an NPS Arrowhead shall be Machine-routed to a depth of 0.125" using a vertical-sided, flat-bottom router bit in Overbar section of panel for NPS Standard Panel layouts or Main Sign Panel for NPS Alternate layouts. Arrowhead shiloutte routed in the sign panel shall be oversized by 1/8" to accommodate inset NPS Arrowhead.

All routed type, dados, and insets shall be sanded smooth and clean. All edges shall be free of burrs and all edges eased prior to application of primer coats and paint.

Paint:

Prior to painting panels shall be Machine drum sanded.

Panels shall not be finished with hand planes, hand-held belt, orbital, or vibrating sanders. All sawdust and sanding residue shall be removed from the sign. Panel shall be properly cleaned per paint manufacturer’s instructions.

Panel surfaces shall be wiped clean using a Matthews (or approved equal) Speed Prep Cleaner formulated for use on wood. All panel surfaces shall be completely dry prior to primer application.

Panels shall be sprayed using a VOC compliant, Mathews White Epoxy Primer (or approved equal) on all surfaces.

Panels shall receive a minimum of two primer coats prior to top coat finishes. Primer coats shall be applied in strict

1.0M | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

1/4"=1'-0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

1 04-19-2010

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

4800%

QTY:

QTY:

accordance with the paint manufacturer’s specifications.

Final top coat colors shall be a Matthews Satin VOC, Semi Gloss finish applied per the graphic layouts. Panel colors shall be per NPS specifications.

1. Panel Overbar shall be Matthews MP63852, NPS River Rock, Satin VOC Semi Gloss (or approved equal). The Overbar color shall wrap to panel sides;

2. Main Panel Face, sides, panel back, and dado between panel face and overbar shall be Matthews MP 63853, Northwood Brown, Satin VOC Semi Gloss (or approved equal);

3. Panel Typography and Vertical Dado on NPS Alternate Panel layouts shall be Matthews MP63854, NPS Old Prairie, Satin VOC Semi Gloss (or approved equal). Edges between type, dados, and flat panel sections shall be clean and sharp. Ragged edges and transitions, drips, and oversprays and not acceptable.

After a top coat paint application all post and frame surfaces shall receive a Matthews (or approved equal) Satin Clear, MP281-228, Satin Polyurethane Finish. The finish shall be applied in strict accordance with the paint manufacturer’s specifications.

After paint sign panels shall be fitted with 0.1875" thick painted (or as otherwise specified) fabricated steel “z-clips”. Arrangement of clips shall be as specified on drawings and fabricated to facilitate attachment of panel to sign steel post and frame structure.

Steel Steel Sign Structure: Wood panels shall be attached to a steel post and frame system. Sign assemblies shall be fabricated with A-36, A-500B, or A-847 tubular steel upright posts (4" x 6" x 1/4" wall, 8" x 6" x 1/4" wall, or as otherwise specified)

Steel posts shall be mounted per the specified drawings and can include direct embedment of posts or baseplate mounting.

Steel post length shall be cut per specified drawings.

Posts shall be cut to allow flush alignment of post and sign panel.

Sign interior structure shall be a break-formed or welded “c-channel” fabricated frame with 1-1/2" frame edge returns. Frame width shall be determined by the panel mounting method. For signs with internal steel posts and fully exposed sign panels the frame shall be fabricated to the same width as the vertical posts. For signs with visible out bound posts, where the panel insets between the vertical posts, the frame shall be fabricated to allow panel face and post face to align flush.

Steel frames shall be fabricated with A-36, A-500B, or A-847, x 3/16" steel plate. Frames shall be break-formed or cut steel plate and welded. Frames shall be fabricated square and true and shall not exhibit warping or bowing.

Internal weld edges shall be clean and continuous.

Exposed edges shall be welded clean and ground smooth.

Steel frames shall be fabricated with a 2" x 2" x 3/16" steel angle corner clip weld detail as shown on drawings.

Fabricated steel frames shall be attached to vertical posts with a 3/8" – 16 x 1" long stainless steel hex head cap screw with matching stainless steel flat washer. Vertical post shall be drilled and tapped to accept cap screw.

Where required and as specified on drawings sign frames shall include a 2" x 2" x 3/16" vertical steel support bracket welded to the frame top and bottom.

The bottom of the frame shall be drilled with a minimum of 3, 1/4" diameter weep holes for water drainage.

Panels shall be attached to the steel frame with a bent, fabricated “z-clip” The “z-clip” shall be fabricated from 3/16" thick steel per the drawings. “Z-clips” shall be attached to sign panels with a No. 10 x 1” long stainless steel pan head, slotted wood screw. “Z-clips” shall be drilled per drawings with a 1/4" diameter hole to accept the pan head screw. Hole location for “z-clips” is determined by the clip location. Holes for bottom clips are drilled on the “long” side of the clip. Holes for top clips are drilled on the “short” leg of the clip.

Base plates shall be fabricated with A-36, A-500B, or A-847, x 1/2" steel plate. Steel plates shall be fabricated to fit vertical posts per the attached drawings. Base plates shall be cut straight and clean with 90 degree corner angles. After cutting base plate edges shall be eased to a radius of 1/8". Base plates shall be drilled at each corner to accept j-bolt mounting hardware. Refer to the drawings for j-bolt specifications.

The center of the base plate shall be cut out to allow insertion of the vertical post. The vertical post shall be continuous welded on plate top and bottom. The top weld shall be ground smooth and clean.

The top of the vertical post shall receive a 3/16" thick post cap welded to the post. The post cap shall be filet welded continuous on all sides and ground smooth and clean.

1.0N | GUCO

GUILFORD COURTHOUSE

NATIONAL MILITARY

PARK

PROJECT NUMBER

1209-821-GUCO

UNIT | AREA

DRAWING SCALE

1/4"=1'-0"

SIGN CATEGORY

IDENTIFICATION

REVISION | DATE

1 04-19-2010

DRAWING NUMBER

National Park Service U.S. Department of the Interior UniGuide Sign Program 304-535-4069

DRAWING DATE

04-02-2010

DESCRIPTION

PANEL:

STRUCTURE:

ENLARGE FOR FULL SCALE

4800%

QTY:

QTY:

Paint:

Prior to painting all steel components shall be sanded, sand blasted, or bead blasted to remove all oils, burrs, and rust. Rust shall be completely removed from all surfaces, edges, and corners. Exposed welds shall be ground clean and smooth. Cleaning of steel surfaces shall be in strict accordance with paint manufacturer’s specifications.

Prior to primer application all steel components shall be cleaned with a Matthews (or approved equal) Speed Prep Cleaner formulated for use on steel. All surfaces shall be completely dry prior to primer application.

After cleaning, all steel components shall be sprayed using a VOC compliant, Mathews White Epoxy Primer (or approved equal) on all surfaces. Components shall receive a minimum of two primer coats prior to top coat finishes.

Primer coats shall be applied in strict accordance with the paint manufacturer’s specifications.

Final top coat colors shall be a Matthews Satin VOC, Semi Gloss finish (or approved equal). Post and frame colors shall be per NPS specifications or as otherwise specified on the drawings. Post and frame assemblies shall receive a minimum of two top coat finishes.

Paint shall be applied smooth and clean with no oversprays, drips, paint runs, or bubbles. Paint shall be applied so that weep holes are clear and not plugged.

1. Sign posts, internal frame, base plates, and “z-clips” shall be Matthews MP63855, NPS Black Bean Soup, Satin VOC Semi Gloss (or approved equal).

After final top coat paint applications all post and frame surfaces shall receive a Matthews Satin Clear, MP281-228, Satin Polyurethane Finish (or approved equal). The finish shall be applied in strict accordance with the paint manufacturer’s specifications.

NPS Arrowhead

Arrowhead Fabrication:

NPS Identity Signs requiring an NPS Arrowhead shall receive a silk-screened Arrowhead embedded into the sign panel overbar. The NPS Arrowhead shall be fabricated from 0.125", 6061-T aluminum plate. The Arrowhead shall be CNC routed or water jet cut from plotted outline template or directly from computer to router based on full size digital vector art. The Arrow-head shall receive three 1" long threaded studs welded to the back for applying to the sign panel.

The NPS Arrowhead shall not be altered in any form including resizing, compression or expansion of file, or distortion. Graphic elements within the Arrowhead shall not be manipulated, removed, resized, or altered in any way including changing color relationships.

Paint:

Prior to primer application and screening, the Arrowhead blank shall be cleaned and all edges sanded smooth to remove burrs and other metal filings. The edges shall be eased for paint Cleaning of aluminum surfaces shall be in strict accordance with paint manufacturer’s specifications.

Prior to primer application the Arrowhead shall be cleaned with a Matthews Speed Prep Cleaner (or approved equal) formulated for use on aluminum. All surfaces shall be completely dry prior to primer applica-tion.

After cleaning, the Arrowhead shall be sprayed using a VOC compliant, Mathews White Epoxy Primer (or approved equal) on all surfaces. Components shall receive a minimum of two primer coats prior to top coat finishes.

Primer coats shall be applied in strict accordance with the paint manufacturer’s specifications.

Final top coat colors shall silk-screened on to the blank using exterior grade screening inks. Arrowhead colors shall be per NPS specifications or as otherwise specified on the drawings. Primer coats and silk-screening shall be applied smooth and clean with no oversprays, drips, paint runs, or bubbles.

After silk-screening all surfaces shall receive a Matthews Satin Clear, MP281-228, Satin Polyurethane Finish (or approved equal). The finish shall be applied in strict accordance with the paint manufacturer’s specifications.