AMC-20036-7J_Drawings_20170915.pdf

Notes:

- Paint all CMU walls, posts, and columns within the hatched areas

- Area above the wainscoted wall on the exterior walls shall be repainted with Sherwin Williams SW9092 Iced Mocha or equal.

- Wainscoted wall on the exterior wall shall not be repainted.

- Suspended ceiling sides shall be repainted with Sherwin

Williams SW9092 Iced Mocha or equal.

- The upper portion of walls adjacent to suspended ceiling shall be repainted with Sherwin Williams SW9092 Iced Mocha or equal. This color theme shall terminate at the same height as the suspended ceiling. Surfaces below the line of termination shall be repainted with Sherwin Williams SW7558 Medici Ivory or equal.

- Doors highlighted in red shall be repainted both sides with Sherwin Williams SW7006 Extra White or equal. Door hardware shall not be painted.

AMC‐20036‐7J

DFAC Renovation Project Building 3416 7‐Sep‐2017

Notes:

- Hatched areas depict locations for Corian countertops

- Red lines depict rubber baseboards to be removed and replaced with wooden baseboard

AMC‐20036‐7J

DFAC Renovation Project Building 3416 7‐Sep‐2017

AMC‐20036‐7J

DFAC Renovation Project Building 3416 7‐Sep‐2017

Benjamin.G.Wichman Callout 3/8-in carriage through bolt.

Benjamin.G.Wichman Callout 3x3-in square washer. Rotated 45-degree for diamond shape aesthetics.

Benjamin.G.Wichman Callout 3/8-in x 2-in Red Head Brand, Large Diameter Tapcon (LDT), or approved equal.

Benjamin.G.Wichman Line

Benjamin.G.Wichman Callout 1-1/8-in Plywood substrate for Corian

Benjamin.G.Wichman Callout Wood Screws

Benjamin.G.Wichman Callout 15-5/8-in Depth x 10-1/2-in Length Steel Shelf Bracket rated at 500-LB capacity, or similar.

Benjamin.G.Wichman Line

Benjamin.G.Wichman Line

Benjamin.G.Wichman Callout Assumed CMU half-wall.

Benjamin.G.Wichman Text Box Wall Mounted Counter-top Bracket Detail: Space at every ~4ft.

Benjamin.G.Wichman Callout Corian material front and back. rounded top and bottom

Benjamin.G.Wichman Line

SPECIFIED FOR ANCHORAGE INTO CONCRETE

The LDT anchor is a high performance anchor that cuts its own threads into concrete.

Anchor bodies are made of hardened carbon steel and zinc plated.

Grade 5

The anchors shall have a finished hex washer head with anti-rotation serrations to prevent anchor back-out. The head of the anchor is stamped with a length identification code for easy inspection.

The anchor shall be installed with carbide tipped hammer drill bits made in accordance to ANSI B212.15-1994.

Large Diameter Tapcon (LDT) Self-threading

LDT 3/8” and 1/2” are available with EnvireX coating 1,000 hours salt spray ASTM B117. Approved for use in ACQ and MCQ lumber*

*Excessive content of copper in the ACQ and MCQ lumber may affect the anchor finish.

1. Using the proper size carbide bit (see chart) drill a pilot hole at least 1” deeper than anchor embedment.

2. Using an electric impact wrench, or socket wrench (hand install) insert anchor into hole and tighten anchor until fully seated. (see chart for socket size) (do not over tighten).

INSTALLATION STEPS

LENGTH INDICATION CODE*

CODE LENGTH OF ANCHOR In . (mm)

A 1-1/2 < 2 (38.1 < 50.8) B 2 < 2-1/2 (50.8 < 63.5) C 2-1/2 < 3 (63.5 < 76.2)

D 3 < 3-1/2 (76.2 < 88.9) E 3-1/4 < 4 (88.9 < 101.6)

F 4 < 4-1/2 (101.6 < 114.3) G 4-1/2 < 5 (114.3 < 127.0) H 5 < 5-1/2 (127.0 < 139.7)

* Located on top of anchor for easy inspection.

2. Using a socket wrench insert anchor into hole and hand tighten (only) anchor until fully seated.

(9/16” socket for 3/8” and 3/4” socket for 1/2”) (do not over tighten).

Installation by impact wrench—is recommended for faster installations or for high volume projects.

Installation with impact wrench—is not recommended for hollow block.

1. Using a 5/16” (for 3/8” LDT) or 7/16” (for 1/2” LDT) carbide tipped bit, drill a pilot hole at least 1” deeper than anchor embedment.

Installation Steps for Hollow or Grout-Filled CMU (3/8” and 1/2” diameter)

Installation Steps for Concrete, Lightweight Concrete and Metal Deck

Installation by hand—is easy, simply using a socket wrench

LDT’s can be installed by hand or with an impact wrench

C

C

A B A

C B

Selection Chart ANSI Washer

LDT Size Standard Anchor Head Diameter Minimum Hole USE IN Drill Bit (Socket S ize) Embedment Depth CMU

Diameter Diameter Concrete Hollow Grout-filled

LDT 3/8” 5/16” 9/16” 13/16” 1-1/2” 2-1/2” YES YES YES

LDT 1/2” 7/16” 3/4” 1” 2-1/2” 3-1/2” YES NO YES

LDT 5/8” 1/2” 13/16” 1-3/16” 2-3/4” 3-3/4” YES NO YES

LDT 3/4” 5/8” 15/16” 1-5/16” 3-1/4” 4-1/4” YES NO YES

See catalog for effective lengths and length indication code.

Submittal InformationCONCRETE ANCHORING SPECIALISTS

1-800-899-7890 www.itwredhead.com 02/12

Submittal InformationCONCRETE ANCHORING SPECIALISTS

1-800-899-7890 www.itwredhead.com 02/12

Ultimate Tension and Shear Values (Lbs/kN) in Concrete 1

ANCHOR EMBEDMENT f’c = 2000 PSI (13 .8 MPa) f’c = 3000 PSI (20 .7 MPa) f’c = 4000 PSI (27 .6 MPa)

DIA . DEPTH TENSION SHEAR TENSION SHEAR TENSION SHEAR

In . (mm) In . (mm) Lbs . (kN) Lbs . (kN) Lbs . (kN) Lbs . (kN) Lbs . (kN) Lbs . (kN)

3/8 (9.5) 1-1/2 (38.1) 1,336 (5.9) 2,108 (9.4) 1,652 (7.3) 2,764 (12.3) 1,968 (8.8) 3,416 (15.2) 2 (50.8) 1,492 (6.6) 3,036 (13.5) 2,024 (9.0) 3,228 (14.4) 2,552 (11.4) 3,420 (15.2)

2-1/2 (63.5) 3,732 (16.6) 3,312 (14.7) 3,748 (16.7) 3,364 (15.0) 3,760 (16.7) 3,424 (15.2)

3-1/2 (88.9) 5,396 (24.0) 3,312 (14.7) 6,624 (29.5) 3,368 (15.0) 7,852 (34.9) 3,428 (15.2)

1/2 (12.7) 2 (50.8) 3,580 (15.9) 5,644 (25.1) 3,908 (17.4) 6,512 (29.0) 4,236 (18.8) 7,380 (32.8)

3-1/2 (88.9) 7,252 (32.3) 6,436 (28.6) 8,044 (35.8) 7,288 (32.4) 8,836 (39.3) 8,140 (36.2)

4-1/2 (114.3) 10,176 (45.3) 7,384 (32.8) 10,332 (46.0) 7,968 (35.4) 10,488 (46.7) 8,552 (38.0)

5/8 (15.9) 2-3/4 (69.9) 5,276 (23.5) 8,656 (38.5) 6,560 (29.2) 11,064 (49.2) 7,844 (34.8) 13,476 (59.9)

3-1/2 (88.9) 7,972 (35.5) 10,224 (45.5) 9,848 (43.8) 12,144 (54.0) 11,724 (52.2) 14,060 (62.5)

4-1/2 (114.3) 11,568 (51.5) 12,316 (54.8) 13,432 (59.8) 13,580 (60.4) 16,892 (75.1) 14,840 (66.0)

3/4 (19.1) 3-1/4 (82.6) 6,876 (30.6) 7,140 (31.8) 9,756 (43.4) 10,728 (47.7) 12,636 (56.2) 14,316 (63.6)

4-1/2 (114.3) 10,304 (45.8) 13,120 (58.4) 14,424 (64.2) 16,868 (75.0) 18,540 (82.5) 20,612 (91.7)

5-1/2 (139.7) 13,048 (58.0) 17,908 (79.7) 18,156 (80.8) 21,718 (96.9) 23,268 (130.5) 25,652 (114.1)

LDT Anchors

PERFORMANCE TABLES

Allowable Tension and Shear Values* (Lbs/kN) in Concrete Carbon and Stainless Steel 1

ANCHOR EMBEDMENT f’c = 2000 PSI (13 .8 MPa) f’c = 3000 PSI (20 .7 MPa) f’c = 4000 PSI (27 .6 MPa)

DIA . DEPTH TENSION SHEAR TENSION SHEAR TENSION SHEAR

In . (mm) In . (mm) Lbs . (kN) Lbs . (kN) Lbs . (kN) Lbs . (kN) Lbs . (kN) Lbs . (kN)

3/8 (9.5) 1-1/2 (38.1) 334 (1.5) 527 (2.3) 413 (1.8) 691 (3.1) 492 (2.1) 854 (3.8) 2 (50.8) 373 (1.7) 759 (3.4) 506 (2.2) 807 (3.6) 638 (2.8) 855 (3.8)

2-1/2 (63.5) 933 (4.2) 828 (3.7) 937 (4.2) 841 (3.7) 940 (4.2) 856 (3.8)

3-1/2 (88.9) 1,349 (6.0) 828 (3.7) 1,656 (7.4) 842 (3.7) 1,963 (8.7) 857 (3.8)

1/2 (12.7) 2 (50.8) 895 (4.0) 1,411 (6.3) 977 (4.3) 1,628 (7.2) 1,059 (4.7) 1,845 (8.2)

3-1/2 (88.9) 1,813 (8.0) 1,609 (7.2) 2,011 (8.9) 1,822 (8.1) 2,209 (9.8) 2,035 (9.0)

4-1/2 (114.3) 2,544 (11.3) 1,846 (8.2) 2,583 (11.5) 1,992 (8.9) 2,622 (11.7) 2,138 (9.5)

5/8 (15.9) 2-3/4 (69.9) 1,319 (5.9) 2,164 (9.7) 1,640 (7.3) 2,766 (12.3) 1,961 (8.7) 3,369 (15.0)

3-1/2 (88.9) 1,993 (8.9) 2,556 (11.4) 2,462 (10.9) 3,036 (13.5) 2,931 (13.0) 3,515 (15.6)

4-1/2 (114.3) 2,892 (12.9) 3,079 (13.7) 3,358 (14.9) 3,395 (15.1) 4,223 (18.8) 3,710 (16.5)

3/4 (19.1) 3-1/4 (82.6) 1,719 (7.6) 1,785 (7.9) 2,439 (10.8) 2,682 (11.9) 3,159 (14.0) 3,579 (15.9)

4-1/2 (114.3) 2,576 (11.5) 3,280 (14.6) 3,606 (16.0) 4,217 (18.7) 4,635 (20.6) 5,153 (22.9)

5-1/2 (139.7) 3,262 (14.5) 4,477 (19.9) 4,539 (20.2) 5,445 (24.2) 5,817 (25.9) 6,413 (28.5)

* Allowable values are based upon a 4 to 1 safety factor. (Ultimate/4)

LDT Anchors

Recommended Edge & Spacing Requirements for Tension Loads* Carbon and Stainless Steel

ANCHOR DIA . EMBEDMENT DEPTH EDGE DISTANCE LOAD FACTOR APPLIED SPACING DISTANCE LOAD FACTOR APPLIED In . (mm) In . (mm) REQUIRED TO OBTAIN AT MIN . EDGE DISTANCE REQUIRED TO OBTAIN AT MIN . SPACING MAX . WORKING LOAD 1-3/4 Inches (44mm) MAX . WORKING LOAD DISTANCE In . (mm) In . (mm) 3 Inches (76mm)

3/8 (9.5) 1-1/2 (38.1) 2 (50.8) 70% 6 (152.4) 44%

2 (50.8) 2 (50.8) 70% 6 (152.4) 44%

2-1/2 (63.5) 3 (76.2) 70% 6 (152.4) 44%

3-1/2 (88.9) 4 (101.6) 70% 6 (152.4) 44%

1/2 (12.7) 2 (50.8) 2-1/4 (57.2) 65% 8 (203.2) 27%

3-1/2 (88.9) 3 (76.2) 65% 8 (203.2) 27%

4-1/2 (114.3) 4 (101.6) 65% 8 (203.2) 27%

* Edge and spacing distance shall be divided by .75 when anchors are placed in structural lightweight concrete. Linear interpolation may be used for intermediate spacing and edge distances.

For 5/8” and 3/4” LDT Anchors, the critical edge distance for these anchors is 10 times the anchor diameter. The edge distance of these anchors may be reduced to 1-3/4” provided a 0.65 load factor is used for tension loads, a 0.15 load factor is used for shear loads applied perpendicular to the edge, or a 0.60 load factor is used for shear loads applied parallel to the edge. Linear interpolation may be used for intermediate edge distances.

LDT Anchors

Submittal InformationCONCRETE ANCHORING SPECIALISTS

1-800-899-7890 www.itwredhead.com 02/12

Recommended Edge & Spacing Requirements for Shear Loads* Carbon and Stainless Steel

ANCHOR DIA . EMBEDMENT DEPTH EDGE DISTANCE LOAD FACTOR APPLIED SPACING DISTANCE LOAD FACTOR APPLIED In . (mm) In . (mm) REQUIRED TO OBTAIN AT MIN . EDGE DISTANCE REQUIRED TO OBTAIN AT MIN . SPACING MAX . WORKING LOAD 1-3/4 Inches (44mm) MAX . WORKING LOAD DISTANCE In . (mm) In . (mm) 3 Inches (76mm)

3/8 (9.5) 1-1/2 (38.1) 3 (76.2) 25% 6 (152.4) 57%

2 (50.8) 4 (101.6) 25% 6 (152.4) 57%

2-1/2 (63.5) 5 (127.0) 25% 6 (152.4) 57%

3-1/2 (88.9) 5 (127.0) 25% 6 (152.4) 57%

1/2 (12.7) 2 (50.8) 5 (127.0) 25% 8 (203.2) 60%

3-1/2 (88.9) 5 (127.0) 25% 8 (203.2) 60%

4-1/2 (114.3) 5-1/2 (139.7) 25% 8 (203.2) 60%

* Edge and spacing distances shall be divided by .75 when anchors are placed in structural lightweight concrete. Linear interpolation may be used for intermediate spacing and edge distances.

LDT Anchors

PERFORMANCE TABLES

Ultimate Tension Load (Lbs/kN) in Concrete Block (anchors should be installed by hand in hollow block)LDT Anchors

ANCHOR DIA . EMBEDMENT HOLLOW CONCRETE BLOCK GROUT FILLED CONCRETE BLOCK

In . (mm) DEPTH In . (mm) TENSION SHEAR TENSION SHEAR Lbs . (kN) Lbs . (kN) Lbs . (kN) Lbs . (kN)

3/8 (9.5) 1-1/2 (38.1) 916 (4.1) 3,176 (14.1) 1,592 (7.1) 3,900 (17.3)

1/2 (12.7) 2-1/2 (63.5) N/A N/A 5,924 (26.4) 6,680 (29.7)

Allowable Tension and Shear* (Lbs/kN) in Concrete Block (anchors should be installed by hand in hollow block)LDT Anchors

ANCHOR DIA . EMBEDMENT HOLLOW CONCRETE BLOCK GROUT FILLED CONCRETE BLOCK

In . (mm) DEPTH In . (mm) TENSION SHEAR TENSION SHEAR Lbs . (kN) Lbs . (kN) Lbs . (kN) Lbs . (kN)

3/8 (9.5) 1-1/2 (38.1) 229 (1.0) 794 (3.5) 398 (1.8) 975 (4.3)

1/2 (12.7) 2-1/2 (63.5) N/A N/A 1,481 (6.6) 1,670 (7.4)

* Allowable values are based upon a 4 to 1 safety factor. (Ultimate/4)

ANCHOR DRILL HOLE EMBEDMENT 3000PSI (20 .7 MPa) CONCRETE DIAMETER In . (mm) ULTIMATE TENSION LOAD ALLOWABLE WORKING LOAD In . (mm) Lbs . (kN) Lbs . (kN)

3/8” LDT 5/16 (7.9) 1-1/2 (38.1) Upper Flute 2,889 (12.9) 722 (3.2)

Lower Flute 1,862 (8.3) 465 (2.1)

LDT Installed in Lower Flute

20 Gauge Metal Deck

Upper Flute

Anchoring Overhead in 3000 PSI Lightweight Concrete On Metal DeckLDT Anchors