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Caps & Bases

Post Anchors . . . . . . . . . . . . . . . . . . Page 50

· PA, PA(E), & PAU Series Adjustable wood to concrete post base with 1 stand-off fastens with anchor bolt.

PA PA(E) PAU

Wet Post Anchors . . . . . . . . . . . . . . Page 51

· WAS Series Wood-to-concrete post base with 1 stand-off installs in wet concrete.

© Copyright 2011 USP Structural Connectors®

· WE Series Wood-to-concrete post base installs in wet concrete.

WAS

WE

Elevated Post Bases . . . . . . . . . . . . Page 52

· EBG, EPB, & EPBH Series Elevated post bases with tube support allowing for up to 1 clearance. · APB Series Adjustable post base allows height adjustments of post after installation.

EBG/EPB EPBH APB

Post Anchors . . . . . . . . . . . . . . . . . . Page 53

· D Series Light capacity post anchor nails to post and base.

D

Column Bases . . . . . . . . . . . . . Pages 53-54

· CBSQ Series High capacity column base with 1 stand-off fastens to column with WS Wood Screws. · KCBQ Series High capacity column base fastens to column with WS Wood Screws. · CBE Series Light capacity column base bolts or nails to column.

Caps & Bases

CBSQ

KCBQ

CBE

Post Caps . . . . . . . . . . . . . . . . . Pages 55-57

· EPCM & PCM Series Medium-capacity post to beam connector. · BC, C, PB, PBES, & PBS Series Light-capacity post to beam connector. · PBC Series Light-capacity corner post to beam connector.

EPCM PCM BC C

PB

PBES

PBS

PBC

Composite Post Bases . . . . . . . . . . Page 57

· CPB Series Elevated post base to avoid moisture from ground contact.

CPB

Column Caps . . . . . . . . . . . . . . Pages 58-61

· KCCQ & KECCQ Series Heavy-capacity column to beam connector fastens to column and beam with WS Wood Screws.

KCCQ KECCQ

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USP2178-111

49

Post Anchors ­ PA, PA(E), & PAU series

Post Anchors are used to secure wood posts to concrete footings. These post anchors also provide moisture damage protection and feature a 1 stand-off plate to elevate wood posts above concrete surfaces. PA(E) ­ 2-sided post anchors with high uplift and bearing capacity. PA ­ High capacity utilizing 4-sided design. PAU ­ Higher uplift resistance and optional bolt fastening to post. Materials: See chart AVAILABLE IN Finish: G90 galvanizing GOLD Options: PA44, PA46, PA66, PA44E, PA46E, PA66E, PAU44, PAU46, PAU66, & PAU88 are available in Triple Zinc. C O AT To order, add TZ to stock number, as in PA44-TZ. PAU44, PAU46, PAU66, & PAU88 are available in Stainless Steel. To order, add SS to stock number, as in PAU44-SS. Codes: Load values are derived from data submitted to various North American building code evaluators. Installation: · Use all specified fasteners. Install with supplied washer. See Product Notes, page 10. · Anchor bolts and nails are not furnished. · Not recommended for fence posts or other unrestrained (not fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads. · Anchor bolt installation ­ position specified diameter anchor bolt at desired location with minimum 4 embedment into 2000 psi concrete. A minimum 2 edge distance is required to achieve allowable loads. · For hardened concrete or retrofit installations ­ use 5/8 diameter threaded rod with USP's CIA-EA or CIA-GEL 7000 adhesive, follow installation instructions.

Stand-off plate Washer Base

Typical PA44E installation

© Copyright 2011 USP Structural Connectors®

PAU cross-section

H 2 2 3/4

Caps & Bases

W

L

Steel Gauge

Dimensions (in)

Anchor Bolt

Fastener Schedule 3 Nails Qty 8 12 6 Type 16d 16d 16d

Typical PA installation

Post Bolts DF-L (Lbs) Uplift 1

PA

DF-L (kN) Factored Resistance 2 Uplift 1 S-P-F (Lbs)

PAU

S-P-F (kN)

Post/ Column Size 4x4 4 x 4 Rough 4x4 4x4 4x6

PA44

USP Stock No.

AB44

Ref. No.

Base 18 18 18 12 18

Stand-off Plate 12 12 16 16 12

PA44R PA44E

4 x 6 Rough

PA44E-GC PAU44 PA46 PA46R PA46E

ABA44, ABE44

AB44R, ABE44R

3-9/16 4-1/16 3-9/16 3-9/16 3-9/16

W

2-1/8 3-1/2 3-1/2 5-7/16 3-1/2 3-1/2

H

3-1/2 4 3-1/2 3 5-1/2 6

L

Qty 1 1 1 1 1

Dia. 1/2 1/2 1/2 5/8 1/2 1/2

-- --

Bearing3 Nails Bolts Bearing3 Nails Bolts Bearing 3 Nails Bolts Bearing3 Nails Bolts Qty Dia. 100% 115% 115% 100% 115% 115% 100% 115% 115% 100% 115% 115% -- -8410 720 -- -37.41 3.20 -- -5970 510 -- -26.56 2.27 -- --- --- --- --- -8410 11095 720 1655 -- --- -37.41 49.35 3.20 7.36 -- --- -5970 7875 510 1175 -- --- -26.56 35.03 2.27 5.23 -- --- --

Uplift 1

Uplift1

4x6 4x6 6x6 6 x 6 Rough 6x6 6x6 8x8 8 x 8 Rough

PA46E-GC PAU46 PA66 PA66R PA66E-GC PAU66 PAU88 PAU88R PA66E

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Factored resistances are based on the use of either nails or bolts; nail and bolt values cannot be combined. 3) Minimum nail embedment shall be 1-5/8 for 16d nails and N16C-GC. New products or updated product information are designated in bold font.

-- -ABU46 AB66 AB66R ABA66, ABE66 -- -ABU66 ABU88 ABU88R

ABA46, ABE46

-- -ABU44 AB46 AB46R, ABE46R

18

10

4-1/16

1

6 N16C-GC -- -12 16d 2 14 16d -- -14 16d

-- --

-- -1/2 -- --

-- --

11095 11095 10290 10290 19895

1655 4770 955 955

-- -3790 -- --- --- --

49.35 49.35 45.77 88.50

45.77

7.36 -- -21.22 16.86 4.25 -- -4.25 -- -4.56 -- --

7875 7875 7305

7305

1175 3385 680 680 880

-- -2690 -- --- --- --

35.03 35.03 32.49

32.49 76.11

5.23 -- -15.06 11.97 3.02 -- -3.02 -- -3.91 -- --

18 10 18 18 14 10 12 12

12 12 12 12 12 12 12 12

3-9/16 3-9/16 5-9/16 6-1/16 5-1/2

3-1/2 6 3-1/2 3-1/4 3-1/2

5-1/2 5 5-1/2 6-1/16 5-1/2

1 1 1 1 1 1 2 2

5/8 5/8 1/2 1/2 5/8 5/8 5/8 5/8

5-1/2 6 5 7-1/2 7-3/16 7-1/16 8-1/16 6-15/16 7-1/16

8 16d -- -8 N16C-GC 12 16d 2 14 16d -- -14 16d -- --

8 16d -- -8 N16C-GC 12 16d 2 16 16d -- -16 16d -- --

-- -1/2 -- --- --- -1/2 -- --- --

19895 22625 11385 11385 26215 26215 13595 13595 26215

1025 4770 785 785 1770 3975 5320 5320 1770

1025

-- -3790 -- --- --- -3790 5320 5320 -- --

116.61 116.61 60.48 60.48

116.61

88.50 100.65 50.64 50.64

4.56 -- -21.22 16.86 3.49 -- -3.49 -- -7.87 -- -17.68 16.86 23.67 23.67 23.67 23.67 7.87 -- --

17110 16065 8085 8085 18615 18615 9650 9650 18615

17110

880 3385 555 555

1255 2820 3775 3775

1255

-- -2690 -- --- --- -2690 3775 3775 -- --

76.11 71.46 35.96 35.96 82.81 82.81 42.93 42.93 82.81

3.91 15.06 2.47 2.47 5.58 12.54 16.79 16.79 5.58

-- -11.97 -- --- --- -11.97 16.79 16.79 -- --

50

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Wet Post Anchors ­ WAS & WE series

Uplift

WAS ­ A formed base providing a 1 stand-off with high bearing capacity. WE ­ A formed, one-piece design. Includes embossing for additional lateral strength.

W1 L

2 Min. edge distance

F1

F2 1 Stand-off plate

Materials: See chart H1 Finish: G90 galvanizing Options: WAS44, WAS46, WAS66, WE44, WE46, & WE66 are available in Triple Zinc. To order, add TZ to stock number, as in 11 3/16 WAS44-TZ. H2 Codes: Load values are derived from data submitted to various North American building code evaluators. WAS Installation: · Use all specified fasteners. See Product Notes, page 10. · Insert into wet concrete after the pour. For the WE, embed W1 L the anchor so that the base plate is flush with the surface of the concrete. For the WAS, embed the anchor until the concrete surface meets the bottom edge of the stand off base legs. This will provide a 1 stand-off where required. H1 A 2 minimum edge distance is required to achieve allowable loads. · Not recommended for fence posts or other unrestrained (not fixed or fastened at top) applications. H2 These anchors are not designed to resist overturning (moment) loads.

© Copyright 2011 USP Structural Connectors®

W2

Typical WAS installation

2 Min. edge distance

WE

Steel Gauge Ref. No. PB44 PB44R PB46 -- -PB66 PB66R PBS44A Base 12 12 12 12 12 12 16 Strap 12 12 12 12 12 12 14 W1 3-1/2 4 5-1/2 6 5-1/2 6 3-9/16 Dimensions (in) W2 -- --- --- --- --- --- -3-1/2 H1 4-3/4 5 4-3/4 5 5 5 6-3/4 H2 2 3-3/8 3-5/8 3-3/8 3-5/8 3-5/8 3-5/8 3-1/2 L 3-1/4 3-3/8 3-1/4 3-3/8 5-3/8 5-3/8 2-1/4

Typical WE installation Caps & Bases

Bearing 100% Factored Resistance4,5 Lbs 1415 1215 1135 975 1470 1265 1415 1215 1135 975 1470 1265 -- --- --- --- -F1 (115%) 1 kN 6.29 5.40 5.05 4.34 6.54 5.63 6.29 5.40 5.05 4.34 6.54 -- --- --- --- -5.63 F2 (115%) 1 Uplift (115%)1

Post Size 4x4 4x4 Rough 4x6 4x6 Rough 6x6 6x6 Rough 4x4

USP Stock No. WE44 WE44R WE46 WE46R WE66 WE66R WAS44

Fastener Schedule3,5 Qty 12 2 12 12 2 12 12 12 14 2 14 2 14 2 Type 16d 1/2 16d 16d 1/2 16d 16d 16d 16d 1/2 16d 1/2 16d 1/2

Wood Species DF-L S-P-F DF-L S-P-F DF-L S-P-F DF-L S-P-F DF-L S-P-F DF-L S-P-F DF-L S-P-F DF-L S-P-F DF-L S-P-F DF-L S-P-F DF-L S-P-F DF-L S-P-F DF-L S-P-F DF-L S-P-F

Lbs -- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --

kN -- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --

Lbs 1470 1265 1270 1090 1415 1215 1470 1265 1270 1090 1415 2790 2400 2790 2400 1215

kN 6.54 5.63 5.65 4.85 6.29 5.40 6.54 5.63 5.65 4.85 6.29

Lbs 1750 1505 1780 1530 1750 1505 1750 1505 1780 1530 1750 2615 2250 2615 2250 1505

kN 7.78 6.69 7.92 6.81 7.78 6.69 7.78 6.69 7.92 6.81 7.78

4x6

WAS46

PBS46

12

14

3-9/16

5-1/2

6-3/4

3-1/2

2-1/4

6x6

WAS66

PBS66

12

12

5-1/2

5-1/2

6-3/4

5

2-1/4

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) H2 is mimimum embedment length of anchor into concrete. 3) Minimum nail embedment shall be 1-5/8 for 16d nails. 4) Minimum concrete compressive strength shall be 2,000 psi at 28 days. 5) Factored resistances are based on the use of either nails or bolts; nail and bolt values cannot be combined.

9755 8390 9755 8390 19895 17110 19895 17110 23045 19820 23045 19820

-- --

43.39 37.32 43.39 37.32 88.50 76.11 88.50 76.11 102.51 88.17 102.51 88.17

-- --

12.41 10.68 12.41 10.68 7.21 6.21 7.21 6.21 7.21 6.21 7.21 6.21 8.52 7.32 8.52 7.32

5.40

11.63 10.01 11.63 10.01 14.39 12.37 14.39 12.37 14.39 12.37 14.39 12.37 15.21 13.08 20.15 17.33

6.69

1750 1505 1760 1515 1750 1505 1850 1590 2615 2250 2695 2320

7.78 6.69 7.83 6.74 7.78 6.69 8.23 7.07 11.63 10.01 11.99 10.32

1620 1395 1620 1395 1620 1395 1620 1395 1915 1645 1915 1645

3235 2780 3235 2780 3235 2780 3235 2780 3420 2940 4530 3895

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USP2178-111

51

Elevated Post Bases - EBG, EPB & EPBH series

These post bases allow installers to pre-align posts and pre-set post heights above concrete floors or footings. By eliminating post-to-concrete contact, moisture damage is reduced. Elevated post bases are ideal for building carports, decks or porches. All series feature convenient nail fastening to post. Materials: EPB ­ 14 gauge tube; 14 gauge steel U-bracket EBG44 ­ 16 gauge tube; 16 gauge steel U-bracket EPBH ­ U-bracket ­ 12 gauge HRPO steel; Stem ­ 15 mm rebar Finish: EPB ­ USP primer; EBG44 ­ G-185 galvanizing; EPBH ­ Hot-dip galvanized Options: EPB4408, EPB4608, and EPB6608 are available in Hot-dip galvanized. To order, add HDG to stock number, as in EPB4408-HDG. Codes: Load values are derived from data submitted to various North American building code evaluators. Installation: · Use all specified fasteners. See Product Notes, page 10. · Not recommended for fence posts or other unrestrained (not fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads

W L

H1

H2

EPBH

Typical EPBH installation

© Copyright 2011 USP Structural Connectors®

EBG/EPB

Dimensions (in) USP Stock No. Fastener Schedule3 H2 7 7 8 8 8 Qty Type 4 16d HDG 4 16d HDG 8 16d 12 12 8 16d 16d DF-L

Factored Resistance2

Typical EPB installation

Typical EBG44-TZ installation

S-P-F Uplift (115%) 2 Lbs -- --- -kN -- --- --

Post Size 4x4 6x6 4x4 4x6 4x4 6x6

EPB4408 EPB4608 EBG44-TZ EPB6608

EPBH44 EPBH66

Caps & Bases

1) Lateral loads (F1 and F2) are for conditions where pipe extends no more than 1" above the concrete surface. 2) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 3) Minimum nail embedment shall be 1-5/8 for 16d nails.

Ref. No. RCPS3.5HDG RCPS5.5HDG EPB44, EPB44-12 EPB46, EPB46-12 EPB66, EPB66-12 EPB44A

3-9/16 3-9/16 5-9/16

W 3-1/2 5-1/2

L 3-3/8 5-3/8 3 5 5

H1 2-3/4 3 3 3 3-3/16

F1 (115%)1,2 F2 (115%)1,2 Bearing (100%) Uplift (115%)2 Lbs -- --- -kN -- --- -Lbs -- --- -kN -- --- -Lbs -- --- -kN -- --- -Lbs -- --- -kN -- --- --

F1 (115%)1,2 F2 (115%)1,2 Bearing (100%) Lbs -- --- -960 kN -- --- -Lbs -- --- -kN -- --- -Lbs -- --- -kN -- --- --

1115 4.96

1075 4.78

3045 3045 4665 2485

13.55 13.55 20.75 11.05

1140 1560 1560 1085

5.07 6.94 6.94 4.83

4.96

925 4.96

2620 2620 4010 2135

4.96 4.96 4.96 4.96

980

4.96 4.96 4.96 4.96

2270 10.10 1695 7.54 2270 10.10 1695 7.54 1180 5.25

1950 1950 945

4.96 1460 4.96 4.96 1460 4.96 4.96 1015 4.96

1340 1340 935

3-9/16 2-3/4

2-3/8 7-1/2

16d HDG 1100 4.89

Height Adjustable Post Base ­ APB Series

Allows height adjustments of post after installation. A maximum height adjustment of 4 can be achieved with this product. Adjustments may be required if original installation is not exact, if there is a greater slope on a deck than estimated, or if there is heaving or sinking of the post beyond the initial installation. Embed in concrete a minimum of 6. Useful for reducing moisture damage. Materials: 16 gauge tube; 12 gauge steel U-bracket Finish: Hot-dip galvanized Installation: · Use all specified fasteners. See Product Notes, page 10. · Not recommended for fence posts or other unrestrained (not fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads

USP Post Size Stock No. Ref. No. 4x4 6x6 APB44 APB66 -- --- -W Dimensions L H1 H2 Qty 4 4 Fastener Schedule 1 16d HDG 16d HDG Type

W

L

H1

H2 2

Typical APB installation

1) Minimum nail embedment shall be 1-5/8 for 16d nails.

3-1/2 3-3/8 5-1/2 5-3/8

2-3/4 6-3/4 2-7/8 6-3/4

APB

52

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Post Anchors ­ D series

Secures nominal sized posts to wood surfaces for light-duty applications. Materials: See chart Finish: G90 galvanizing; D44-TZ ­ G-185 galvanizing Options: D46 & D66 are available in Triple Zinc. To order, add TZ to stock number, as in D46-TZ. Codes: Load values are derived from data submitted to various North American building code evaluators. Installation: · Use all specified fasteners. See Product Notes, page 10. · Not recommended for fence posts or other unrestrained (not fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads. · While D series post anchors offer some lateral and uplift resistance, they are not recommended as a primary means of anchorage for posts in railings. They may be used only for intermediate posts between fully anchored corner / end posts in rail systems.

Post Size USP Steel Stock No. Ref. No. Gauge W H L BC40, D44-TZ 18 3-9/16 2-1/2 3-3/8 BC40Z D44R BC40R 18 4 3 3-3/4 D46 BC460 18 3-9/16 3 5-3/8 D66 BC60 18 5-1/2 3 5-3/8 D66R BC60R 18 6 3 5-3/8 D88 BC80 18 8 3 7-3/8 Dimensions Qty 8 10 10 10 12 8 Post Fastener Schedule 2 Nail 16d 16d 16d 16d 16d Qty 4 5 5 5 5 4 Beam Nail F1 DF-L (Lbs) 2065 F2 Uplift 1345 1345 1345 1345 1345 1345

L

H

W

© Copyright 2011 USP Structural Connectors®

D

Typical D installation

Factored Resistance1 (115%) F1 DF-L (kN) 9.19 F2 Uplift 5.98 5.98 5.98 5.98 5.98 5.98 F1 F2

S-P-F (Lbs) 1465

4x4

4 x 4 Rough 4x6 6x6 6 x 6 Rough 8 x 8 Rough

16d HDG

16d HDG 1920 16d 16d 16d 16d 16d 1920 1920 1920 1920 1920

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Minimum nail embedment shall be 1-5/8 for 16d nails. New products or updated product information are designated in bold font.

2065 2065 2065 2065 2065

8.54 8.54 8.54 8.54 8.54

8.54

9.19 9.19 9.19 9.19 9.19

1365 1365 1365 1365 1365

1365

Uplift 955 955 955 955 955 955

1465 1465 1465 1465 1465

6.07 6.07 6.07 6.07 6.07

6.07 6.52 4.25 6.52 6.52 6.52 6.52 6.52 4.25 4.25 4.25 4.25 4.25

F1

S-P-F (kN) F2

Uplift

Column Bases ­ CBSQ series

Caps & Bases

These column bases install using USP's WS2-HDG Wood Screws, reducing installation time and 1 cost. Designed for high uplift in high wind or seismic applications. Includes a stand-off plate to standoff protect the wood from ground contact moisture. Materials: See chart Finish: G-185 galvanizing Installation: · Use all specified fasteners. See Product Notes, page 10. · WS2-HDG Wood Screws, 1/4 dia. x 2 long, are supplied with CBSQ Bases. · All models require a minimum edge distance of 3. · Embed the column base until the concrete surface meets the bottom edge of the stand-off plate. · Not recommended for fence posts or other unrestrained (not fixed or fastened at top) applications. These bases are not designed to resist overturning (moment) loads.

3 Min. edge distance

Typical CBSQ44-TZ installation

L

H

Steel Gauge Column Size 4x4 4x6 6x6 USP Stock No. CBSQ44-TZ CBSQ46-TZ CBSQ66-TZ Dimensions (in) Fastener Schedule2,3 L 2-1/4 2-1/4 3 Qty 14 14 14 Type WS2-HDG WS2-HDG WS2-HDG Factored Resistance Uplift 115% 1 kN 44.02 44.02 44.02

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) WS2-HDG Wood Screws are 1/4 x 2 and are included with CBSQ Column Bases. 3) Concrete compressive strength shall be 2,000 psi or greater at 28 days. New products or updated product information are designated in bold font.

CBS66 CBSQ66-SDS2

CBS46, CBSQ46-SDS2

CBS44, CBSQ44-SDS2

Ref. No.

Strap 10 10 10

Base 16 12 12

W1 3-9/16

W2 3-1/2

H 8-3/4

Bearing 100% Lbs 9725 19895 23045

DF-L

kN

Lbs

Bearing 100% Lbs kN 8365 17110 19820 37.21

S-P-F

Uplift 115% 1 Lbs kN 37.86 37.86 37.86

7 3/16

W2

43.26 88.50 102.51

9895 9895 9895

8510 8510 8510

3-9/16 5-7/16 8-3/4 5-1/2 5-7/16 8-3/4

76.11 88.17

W1

CBSQ44-TZ

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USP2178-111

53

Column Bases ­ CBE & KCBQ series

L

CBE ­ 12 gauge base for carports, patios, or other residential framing. KCBQ ­ High capacity base fastens with WS wood screws. Materials: See chart Finish: G90 galvanizing Options: KCBQ models available in rough/ full sizes. KCBQ44, KCBQ46, KCBQ66 and KCBQ88 are available in Hot-dip galvanized. To order, add HDG to stock number, as in KCBQ44-HDG. Codes: Load values are derived from data submitted to various North American building code evaluators. Installation: · Use all specified fasteners. See Product Notes, page 10. · WS2 Wood Screws, 1/4 dia. x 2 long, are supplied with KCBQ Column Bases. · Not recommended for fence posts or other unrestrained (not fixed or fastened at top) applications. These bases are not designed to resist overturning (moment) loads. · All models require a minimum edge distance of 3. · Bolted models feature diamond holes for temporary nail fastening to facilitate drilling and bolting. · Embed column base with bottom of base plate flush to concrete.

H

3 3/16

7

W2

© Copyright 2011 USP Structural Connectors®

W1

CBE

L

Typical CBE installation

H

3 Min. edge distance

W2 8

W1

NEW SIZES

H L Qty 2 12 2 12 14 14 14 2 12 14 14 14 14 14 14 14 14 14 14 14 Type 1/2 16d WS2 1/2 16d WS2 WS2 WS2 1/2 16d WS2 WS2 WS2 WS2 WS2 WS2 WS2 WS2 WS2

KCBQ66

Column Size USP Stock No. Steel Gauge Ref. No. Strap Base 12 12 7 12 7 7 7 10 12 10 10 10 W1 Dimensions (in) W2

1,5 Fastener Factored Uplift Resistance (115%) 2,3,4 Schedule DF-L S-P-F

Typical KCBQ66 installation

Caps & Bases

4x4 4x6 4x8 6x4

CBE44

LCB44

KCBQ44 CBE46 KCBQ46 KCBQ48 KCBQ64 KCBQ66

LCB46

CB44, CBQ44-SDS2

3-9/16 3-9/16 3-9/16 3-9/16 3-9/16 5-1/2 5-1/2 5-1/2

3-1/2 3-1/2 5-1/2 5-1/2 7-1/2 3-1/2

7-1/2 8-3/4 7-1/2 8-3/4 8-3/4 8-3/4

2

2-1/4 2-1/4 2-1/4 2-1/4 2 2-1/4 2

14345

Lbs 6305 4060

kN 28.05 18.06 63.81

6x6

CBE66

LCB66

CBQ46-SDS2 CB48 CB64

6x6

6x8 7-1/8 x 3-1/2 7-1/8 x 5-1/2 7-1/8 x 7-1/8 8x6 8x8 10 x 10 10 x 12 12 x 12 5-1/8 glulam 6-3/4 glulam 8-3/4 glulam

KCBQ68 KCBQ71-4 KCBQ71-6 KCBQ71-7 KCBQ86 KCBQ88 KCBQ1010 KCBQ1012 KCBQ1212 KCBQ5 KCBQ7 KCBQ9

CB66, CBQ66-SDS2 CB68 CB71/8-4 CB71/8-6 CB71/8-7 CB86 CB88 CB1010 CB1012 CB1212 CB5-4.5, CB5-6 CB7-6, CB7-7.5, CB7-9, CB7-10.5 CB9-6, CB9-7.5, CB9-9, CB9-10.5

12

12 7 7 7 7 7 7 7 7 7 7 7 7 7

5-1/2

7-1/2

10 10 10 10 10 10 10 10 10 10 10 10

10

5-1/2 7-1/2 7-1/8 3-1/2 7-1/8 5-1/2 7-1/8 7-1/8 7-1/2 5-1/2 7-1/2 7-1/2 9-1/2 9-1/2 9-1/2 11-1/2 11-1/2 11-1/2 Glulam Sizes 5-1/4 Spec. 6-7/8 8-7/8 Spec. Spec.

5-1/2

8-3/4

8-3/4 8-3/4 8-3/4 8-3/4 8-3/4 8-3/4 8-3/4 8-3/4 8-3/4 8-3/4 8-3/4 8-3/4

2-1/4 2-1/4 2-1/4 2-1/4 2-1/4 2-1/4 2-1/4 2-1/4 2-1/4

WS2

14345

6295 4060 14345 14345 14345 6280 4060 14345 14345 14345 14345 14345 14345 14345 14345 14345

28.00 18.06 63.81 63.81 63.81 27.93 18.06 63.81 63.81 63.81 63.81 63.81 63.81 63.81 63.81 63.81 63.81

10605

Lbs 5420 3490

kN 24.11 15.52 47.17

10605

5415 3490 10605 10605 10605 5400 3490

24.09 15.52 47.17 47.17 47.17 24.02 15.52 47.17 47.17 47.17 47.17 47.17 47.17 47.17 47.17 47.17 47.17

10605 10605 10605 10605 10605 10605 10605 10605 10605

2-1/4 2-1/4 2-1/4

14 14 14

WS2 WS2 WS2

14345 14345 14345

63.81 63.81 63.81

10605 10605 10605

47.17 47.17 47.17

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Minimum nail embedment shall be 1-5/8 for 16d nails. 3) Concrete compressive strength shall be 2,000 psi or greater at 28 days. 4) WS2 Wood Screws are 1//4 x 2 long and are included with KCBQ Column Bases. 5) Factored resistances are based on the use of either nails or bolts; nail and bolt values cannot be combined. New products or updated product information are designated in bold font.

54

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Post Caps ­ EPCM & PCM series

F2

W1

Uplift H1

PCM ­ Provides a positive connection for medium-duty, post-tobeam applications. EPCM ­ End column caps. Materials: See chart Finish: G90 galvanizing Options: PCM4416, PCM4616, and PCM6616, are available in Triple Zinc. To order, add TZ to stock number, as in PCM4416-TZ. Codes: Load values are derived from data submitted to various North American building code evaluators. Installation: · Use all specified fasteners. See Product Notes, page 10. · PCM 16 gauge post caps should not be substituted for PCM 12 gauge post caps unless approved by the Engineer of Record.

L2

3 3/4 L1 W2 F1

© Copyright 2011 USP Structural Connectors®

PCM

Typical PCM46 installation

W1

L2 H1

3 3/4

USP Series Ref. Series Steel Gauge 16 Fastener Schedule 1 (8) 16d Post (12) 16d Beam

PCM PC 12 (8) 16d (12) 16d EPCM_16 EPC_16 16 (8) 16d (8) 16d EPCM EPC 12 (8) 16d (8) 16d 1) Minimum nail embedment shall be 1-5/8 for 16d nails.

USP Stock No. PCM4416 PCM44 PCM46 PCM4616 PCM4816 PCM48 PCM6416 PCM64 PCM6616 PCM66 PCM6816 PCM68 PCM77 PCM8416 PCM84 PCM8616 PCM8816 PCM86 Ref. No. PC44-16 PC44 PC46 PC46-16 PC48-16 PC48 PC64-16 PC64 PC66-16 PC66 -- -PC68 -- --- -PC84 -- -PC86 -- -Beam Post W1 4x 4x 3-9/16 4x 4x 3-9/16 4x 6x 3-9/16 4x 6x 3-9/16 4x 8x 3-9/16 4x 8x 3-9/16 6x 4x 5-1/2 6x 4x 5-1/2 6x 6x 5-1/2 6x 6x 5-1/2 6x 8x 5-1/2 6x 8x 5-1/2 7-1/8 7-1/8 7-1/8 8x 4x 7-1/2 8x 4x 7-1/2 8x 6x 7-1/2 8x 8x 6x 8x 7-1/2 7-1/2 W2 H1 3-9/16 3-9/16 3-9/16 3-9/16 5-9/16 3-9/16 5-9/16 3-9/16 7-9/16 3-9/16 7-9/16 3-9/16 3-9/16 3-1/2 3-9/16 3-1/2 5-9/16 3-1/2 5-9/16 3-1/2 7-9/16 3-1/2 7-9/16 3-1/2 7-1/8 3-11/16 3-9/16 3-1/2 3-9/16 3-1/2 5-9/16 3-3/8 5-9/16 7-9/16 3-1/2 3-1/2

PCM_16

PC_16

L1

W2

EPCM

Typical EPCM installation

Dimensions (in) L1 L2 2-7/16 11 2-7/16 11 2-7/16 13 2-7/16 13 2-7/16 15 2-7/16 15 3-13/16 11 3-13/16 11 3-13/16 13 3-13/16 13 3-13/16 15 3-13/16 15 5-5/8 14-9/16 5-5/8 11 5-5/8 11 5-5/8 13 5-5/8 5-5/8 13 15 F1 1345 1600 1600 1345 1345 1600 1825 2190 1825 2190 1825 2190 2190 1825 2190 1825 2190 1825

DF-L (Lbs) F2 1530 1915 1915 1530 1530 1915 1825 1970 1825 1970 1825 1970 1970 1825 1970 1825 1970 1825

Uplift 1140 1965 1965 1140 1140 1965 1160 1860 1160 1860 1160 1860 1860 1160 1860 1160 1860 1160

F1 5.98 7.12 7.12 5.98 5.98 7.12 8.12 9.74 8.12 9.74 8.12 9.74 9.74 8.12 9.74 8.12 9.74 8.12

DF-L (kN) F2 6.81 8.52 8.52 6.81 6.81 8.52 8.12 8.76 8.12 8.76 8.12 8.76 8.76 8.12 8.76 8.12 8.76 8.12

Factored Resistance (115%) 1 Uplift 5.07 8.74 8.74 5.07 5.07 8.74 5.16 8.27 5.16 8.27 5.16 8.27 8.27 5.16 8.27 5.16 8.27 5.16 F1 1130 1345 1345 1130 1130 1345 1535 1840 1535 1840 1535 1840 1840 1535 1840 1535 1840 1535

S-P-F (Lbs) F2 1285 1610 1610 1285 1285 1610 1535 1655 1535 1655 1535 1655 1655 1535 1655 1535 1655 1535

Uplift 960 1650 1650 960 960 1650 975 1560 975 1560 975 1560 1560 975 1560 975 1560 975

F1 5.03 5.98 5.98 5.03 5.03 5.98 6.83 8.19 6.83 8.19 6.83 8.19 8.19 6.83 8.19 6.83 8.19 6.83

S-P-F (kN) F2 5.72 7.16 7.16 5.72 5.72 7.16 6.83 7.36 6.83 7.36 6.83 7.36 7.36 6.83 7.36 6.83 7.36 6.83

Uplift 4.27 7.34 7.34 4.27 4.27 7.34 4.34 6.94 4.34 6.94 4.34 6.94 6.94 4.34 6.94 4.34 6.94 4.34

Caps & Bases

PCM88 EPCM4416 EPCM44 EPCM46 EPCM4616 EPCM4816 EPCM48 EPCM6416 EPCM64 EPCM6616 EPCM66 EPCM6816 EPCM68 EPCM77 EPCM8416 EPCM84 EPCM8616 EPCM8816 EPCM88 EPCM86

PC88 EPC44-16 EPC44 EPC46 EPC46-16 EPC48-16 EPC48 EPC64-16 EPC64 EPC66-16 EPC66 -- -EPC68 -- --- -EPC84 -- -EPC86 EPC88 -- --

8x 8x 4x 4x 4x 4x 4x 6x 4x 6x 4x 8x 4x 8x 6x 4x 6x 4x 6x 6x 6x 6x 6x 8x 6x 8x 7-1/8 7-1/8 8x 4x 8x 4x 8x 6x 8x 8x 8x 8x 6x 8x

7-1/2 3-9/16 3-9/16 3-9/16 3-9/16 3-9/16 3-9/16 5-1/2 5-1/2 5-1/2 5-1/2 5-1/2 5-1/2 7-1/8 7-1/2 7-1/2 7-1/2 7-1/2 7-1/2 7-1/2

7-9/16 3-1/2 3-9/16 3-9/16 3-9/16 3-9/16 5-9/16 3-9/16 5-9/16 3-9/16 7-9/16 3-9/16 7-9/16 3-9/16 3-9/16 3-1/2 3-9/16 3-1/2 5-9/16 3-1/2 5-9/16 3-1/2 7-9/16 3-1/2 7-9/16 3-1/2 7-1/8 3-11/16 3-9/16 3-1/2 3-9/16 3-1/2 5-9/16 3-3/8 7-9/16 5-9/16 7-9/16 3-1/2 3-1/2 3-1/2

5-5/8 15 2-7/16 7-1/4 2-7/16 7-1/4 2-7/16 9-1/4 2-7/16 9-1/4 2-7/16 11-1/4 2-7/16 11-1/4 3-13/16 7-1/4 3-13/16 7-1/4 3-13/16 9-1/4 3-13/16 9-1/4 3-13/16 11-1/4 3-13/16 11-1/4 5-5/8 10-13/16 5-5/8 7-1/4 5-5/8 7-1/4 5-5/8 9-1/4 5-5/8 5-5/8 5-5/8 11-1/4 9-1/4

2190 1345 1600 1600 1345 1345 1600 1825 1970 1825 1970 1825 1970 1970 1825 1970 1825 1825 1970

1970 1530 1915 1915 1530 1530 1915 1825 1970 1825 1970 1825 1970 1970 1825 1970 1825 1825 1970

1860 1140 1965 1965 1140 1140 1965 1160 1860 1160 1860 1160 1860 1860 1160 1860 1160 1160 1860

9.74 5.98 7.12 7.12 5.98 5.98 7.12 8.12 8.76 8.12 8.76 8.12 8.76 8.76 8.12 8.76 8.12 8.12 8.76 8.76

8.76 6.81 8.52 8.52 6.81 6.81 8.52 8.12 8.76 8.12 8.76 8.12 8.76 8.76 8.12 8.76 8.12 8.12 8.76

8.27 5.07 8.74 8.74 5.07 5.07 8.74 5.16 8.27 5.16 8.27 5.16 8.27 8.27 5.16 8.27 5.16 5.16 8.27

1840 1130 1345 1345 1130 1130 1345 1535 1655 1535 1655 1535 1655 1655 1535 1655 1535 1535 1655

1655 1285 1610 1610 1285 1285 1610 1535 1655 1535 1655 1535 1655 1655 1535 1655 1535 1535 1655

1560 960 1650 1650 960 960 1650 975 1560 975 1560 975 1560 1560 975 1560 975 1560 975

8.19 5.03 5.98 5.98 5.03 5.03 5.98 6.83 7.36 6.83 7.36 6.83 7.36 7.36 6.83 7.36 6.83 6.83 7.36

7.36 5.72 7.16 7.16 5.72 5.72 7.16 6.83 7.36 6.83 7.36 6.83 7.36 7.36 6.83 7.36 6.83 6.83 7.36 7.36

6.94 4.27 7.34 7.34 4.27 4.27 7.34 4.34 6.94 4.34 6.94 4.34 6.94 6.94 4.34 6.94 4.34 4.34 6.94

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.

11-1/4

1970

1970

1860

8.76

8.27

1655

1655

1560

7.36

6.94

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USP2178-111

55

Post Caps ­ BC, C, PB, PBES, & PBS series

BC & C ­ One-piece design. PB ­ Two-piece design. PBES & PBS ­ Two-piece design with extended side plates and wrap around post design. Easy retrofit installations. Materials: 18 gauge Finish: G90 galvanizing, BC400-TZ, PB44-6TZ & PB66-6TZ ­ G-185 galvanizing; PB44-6GC & PB66-6GC ­ Gold Coat Options: C44, C46, C66, PBS44, PBS66, PBES44, & PBES66 are available in Triple Zinc. To order, add TZ to stock number, as in PBS44-TZ. C44, PBES44, PBES66, PBS44 & PBS66 are available in Stainless Steel. To order, add SS to stock number, as in C44-SS. Codes: Load values are derived from data submitted to various North American building code evaluators.

© Copyright 2011 USP Structural Connectors®

Installation: · Use all specified fasteners. See Product Notes, page 10. · These products are designed to work with single, solid-sawn beams, but can be used with built-up beams. When installed to multiple beams made up of 2x lumber and shims, fasten the plys and shims together to act as a unit.

F2 Uplift

F1

Typical BC400-TZ installation

L1 W2

Typical C44 installation

L2 H2 W1

Typical PB-TZ installation

L1

Typical PBS installation

L2 H2

Typical PBES installation

L2

Caps & Bases

H2

H1

H2

H1 W1

H1 L1 W2

H1 W1

H2

W1 L1

H1

W1

L1

BC400-TZ

Post Size USP Stock No.

C44

Dimensions (in) Post

PB44-6TZ

Fastener Schedule2,3 Type 16d Qty 6 8 Beam DF-L (Lbs) -- -F2

PBS

DF-L (kN) -- -F2 Factored Resistance (115%) 1,2 Uplift 8.39 8.39 8.39 10.10 9.14 9.43 8.39 -- -F1 F2 S-P-F (Lbs) -- --

PBES

S-P-F (kN) -- -F2

4x4 4x4 4x6

4 x 4 Rough

C44 C46

BC400-TZ C44R

BCS2-2/4Z 3-9/16 BC4 BC46 BC4R 3-9/16 4 4 5-1/2 7-1/2 6 3-9/16

Ref. No.

W1

3-9/16 6 5-1/2 7-1/2 -- --- --- --- --- --- --- --- --- -6 5-1/2 4

3-1/8

W2

2-7/8

2-3/8

H1

H2 2-7/8 3

3-5/16 3-1/4 3-1/4 3-3/8

L1

4 x 6 Rough 6x6 8x8

6 x 6 Rough 4x4-6 6x6-6

C46R C66 C88

C66R

-- -BC6 BC8 LPC4, LPC4Z -- -LPC6Z BC6R

2-9/16 2-3/4 2-7/8 5

2-5/8

2-5/8

3-1/4

-- --

L2

Qty 8 6

16d HDG 16d 16d

16d HDG 16d 16d 16d

Type

2-13/16 2-13/16 2-1/8 1-1/2 5

2-3/4 2-7/8

2-5/8

3-1/4

3-1/4 5-1/4 7-3/8

5-1/4

5-1/4 5-1/4 7-3/8 -- --- --- -7 -- --

5-1/4

8

5-1/4

8 12 16 8 8 8 8 8

6

10

16d 16d 16d

16d

10 12 16 8 8 8 8

10

8

2220 2220 2220 2220 4125 4360 1885 4360

-- --

F1

Uplift 1885 1885 1885 1885 2270 2055 2120 -- --

2220 2220 2220 2220 4125 4360 4360 665 665 1050 2250 1050 1685 665 665

9.88 9.88 9.88

-- --

F1

9.88 9.88 9.88

1575 1575 1575 2925 3095 3095 1575

-- --

Uplift 1340 1340 1340 1610 1455 1505 855 855 855 855 1340 -- --

1575 1575 1575 2925 3095 3095 470 470 470 470 1575

7.01 7.01 7.01

-- --

F1

Uplift 5.96 5.96 5.96 7.16 6.47 6.69 5.96 -- --

7.01 7.01 7.01

10

16d 16d 16d

16d

9.88 9.88 18.35 18.35

19.40 19.40 19.40 19.40 8.39 8.39 8.39 8.39 8.52 2.96 2.96 2.96 7.50 4.67 2.96

7.01 7.01 13.01 13.01

13.77 13.77 13.77 13.77 5.96 5.96 5.96 7.56 5.96 2.09 2.09 2.09 5.32 2.09

PB44-6TZ 2

PB66-6TZ 2 PBES44 2 PBES66 2

PB44-6GC 2

4x4

PB66-6GC 2

4x4 4 x 4 Rough 6x6 6 x 6 Rough

6x6

PBS44R2 PBS66R2 PBS662

PBS442

ACE4 ACE6, LCE4 AC4 AC4R AC6R AC6

-- --

1-1/2 1-1/2 1-1/2 1-1/2 1-1/2

1-1/2

2-1/8 2-1/2 2-1/2 2-3/8

1-1/2 3 3

1-7/16 1-1/2 1-1/4 1-1/4

-- --

2-5/16 2-5/16 2-5/16 2-5/16

2-3/8

2-3/4

5-9/16 3-1/4 5-1/2

3-5/8 5-9/16

3-5/8

N16C-GC 16d HDG N16C-GC 16d 16d

16d HDG

N16C-GC 16d HDG N16C-GC 16d 16d

16d HDG

1885 1885 1885

1210

1210 1210 1210 4150 5850 4150 3480

5.38 5.38 5.38

5.38

1340 1340 1340 1700

1340

3.80 3.80 3.80

3.80

2-13/16 2-3/16 2-3/16 2-7/8

2-1/8

4-3/4 6-1/2 7 8-1/2 8

3-9/16 4 5-1/2 6

14

12 8 10

8

8

16d

16d 16d 16d

12

12 8 10

8

16d

16d 16d 16d

2400

1915 3800 1915 2400

1685

3480

10.68

3785

2190

4295

16.84

16.90 10.01 8.52 4.67 10.68 9.74 7.50

15.48

18.46

1355 2695 1355 1700

19.11

26.02 18.46 15.48

1195

745

2685

1560

1600 745 1195

2475

2950 4150 2950 2475

6.03

3.31 7.12 3.31 5.32

3045

11.94 7.56

11.99 6.03

11.01

13.12 18.46 13.12 11.01

6.94

13.55

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Factored resistances and nail schedules for two-piece models are per pair of post caps. 3) Minimum nail embedment shall be 1-5/8 for 16d and N16C-GC nails. New products or updated product information are designated in bold font.

56

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Post Beam Corner ­ PBC series

The PBC series is a one-piece connector designed to secure two mitered beams on a corner post while providing uplift capacity. Materials: 18 gauge Finish: G-185 galvanizing Installation: · Use all specified fasteners. See Product Notes, page 10. · Install PBC on outside corner of post forming tabs to inner side of post. · Assumes beam members are bevel cut at corner.

Dimensions Post Qty 8 8 Fastener Schedule2 Beam Type Lbs

W

W

L

PBC

Factored Resistance 1 Uplift F1

Typical PBC installation

S-P-F (115%) kN Lbs F2 kN

© Copyright 2011 USP Structural Connectors®

Post Size

4 x 4 PBC44-TZ 6 x 6 PBC66-TZ

USP Steel Stock No. Ref. No. Gauge -- --- -18 18

4-15/16 6-15/16

W

6-1/2 6-1/2

L

16d HDG 16d HDG

Type

Qty 8 8

F1

DF-L (115%) kN Lbs F2 kN

16d HDG 16d HDG

900 900

4.00 4.00

900 900

4.00 1800 4.00 1800

Lbs

8.01 8.01

kN

Lbs

775 775

3.45 775 3.45 1555 6.92 3.45 775 3.45 1555 6.92

Lbs

Uplift

kN

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Minimum nail embedment shall be 1-5/8 for 16d nails.

Composite Post Bases ­ CPB series

The CPB is made of corrosion resistant composite material compatible with preservative treated lumber. Provides code required 1 stand-off and can be used with rough lumber sizes. Materials: High Strength composite Installation: · Attach base to post with (4) 10d HDG nails. · Attach post to concrete using 1/2 diameter rod into concrete and extend into wood member. · Not recommended for fence posts or other unrestrained (not fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads.

USP Stock No. Dimensions (in) Ref. No. W1 W2 Bottom Surface Bearing Area 2.2 3.3 3.0 3.9 6.4 Fastener Schedule Qty 4 4 4 4 4 Type

1 W1 W2

Caps & Bases

CPB

Factored Resistance1,2 Concrete Bearing Strength3,4 6545 9820 8925 11600 19040 Lbs 29.11 43.68 39.70 51.60 84.70 kN

Typical CPB installation

4x4 4x6 5x5 6x6 8x8

Post Size

1) Loads shall not be increased for short-term loading. 2) Loads require a minimum 650 psi wood compressive strength. 3) Concrete Design Bearing Strength = Ø (0.85 f'C A1) with f' C = 2,500 psi. ACI 318-02, Section 10.17.1. 4) Design Bearing Strength has been increased assuming (A2 / A1)0.5 per ACI 318-02, Section 10.17.1.

CPB44 CPB46 CPB55 CPB66 CPB88

CPS4 CPS46 CPS5 CPS6 CPS7

3-1/4 3-5/16 4-1/8 5-5/16 7-1/4

3-1/4 5-5/16 4-1/8 5-5/16 7-1/4

10d HDG 10d HDG 10d HDG 10d HDG 10d HDG

5235 6810 6295 8570 12490

Lbs

23.29 30.29 28.00 38.12 55.56

kN

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USP2178-111

57

Column Caps ­ KCCQ & KECCQ series

Designed to be installed without the need to drill bolt holes, simplifying installation and maintaining the wood cross section. Installs with WS Wood Screws offering high uplift capacity. The wood screws provide a lower profile than bolts. KCCQ ­ Standard column cap. KECCQ ­ End column cap.

Materials: See chart Finish: USP primer Options: See Specialty Options on pages 60-61. KCCQ325-4, KCCQ325-6, KCCQ44, KCCQ46, KCCQ525-4, KCCQ525-6, KCCQ64, KCCQ66, KECCQ325-4, KECCQ325-6, KECCQ44, KECCQ46, KECCQ525-6, KECCQ64 & KECCQ66 are available in Hot-dip galvanized. To order, add HDG to stock number as in KCCQ44-HDG. Codes: Load values are derived from data submitted to various North American building code evaluators. Installation: · Use all specified fasteners. See Product Notes, page 10. · WS3 Wood Screws, 1/ 4 dia. x 3 long, are supplied with KCCQ and KECCQ Column Caps. · Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. A design professional shall determine the adequacy of the stud to resist published loads.

NEW SIZES

W1

L

H

Typical KCCQ44 centre cap installation

© Copyright 2011 USP Structural Connectors®

KCCQ44

W1

W2

L H

Typical KECCQ44 end cap installation

W2

KECCQ44

Dimensions (in) Fastener Schedule4 Beam W1 W2 H L Qty 16 16 16 16 16 16 Type Factored Resistance 3 Uplift 1,8 (115%) Bearing 2 (100%)

Caps & Bases

KCCQ325-4 KCCQ325-6 KCCQ45 KCCQ47 KCCQ47X KCCQ48 KCCQ46 KCCQ44

USP Stock No.

KCCQ525-4 KCCQ525-6 KCCQ525-8 KCCQ57 KCCQ64 KCCQ66 KCCQ67X KCCQ68

Ref. No. CC31/4-4, CCQ3-4SDS2.5 CC31/4-6, CCQ3-6SDS2.5 CC44, CCQ44SDS2.5 -- -CC46, CCQ46SDS2.5 -- --- -CC48, CCQ48SDS2.5 CC51/4-4, CCQ5-4SDS2.5 CC51/4-6, CCQ5-6SDS2.5 CC51/4-8, CCQ5-8SDS2.5 CC6-71/8 CC64, CCQ64SDS2.5 CC66, CCQ66SDS2.5 CC68, CCQ68SDS2.5

Steel Gauge 7 7 7 7 7 7

Column or Post Type WS3 WS3 WS3 WS3 WS3 WS3

3-1/4 3-1/4 3-5/8 3-5/8 3-5/8 3-5/8

3-5/8 5-1/2 3-5/8 5-3/8 7-1/8 7-1/8

6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 8 8 6-1/2 8

11 11 11 11 11 13

WS3 WS3 WS3 WS3 WS3 WS3

Qty 14 14 14 14 14 14

30940 30940 34655 34655 34655 40955

Lbs

Bearing 2 (100%)

DF-L

S-P-F

137.63 12920 137.63 12920 154.16 12575 154.16 12575 154.16 12575 182.18 12575

kN

Lbs

57.47 57.47 55.94 55.94 55.94 55.94

kN

21040 21040 23565 23565 23565 27850

Lbs

93.59 93.59 104.83 104.83 104.83 123.89

kN

9170 9170 8930 8930 8930 8930

Lbs

Uplift 1,8 (115%)

40.79 40.79 40.79 40.79 40.79 40.79

kN

7

3-5/8

5-1/2

6-1/2

11

16

WS3

14

WS3

34655

154.16 12920

57.47

23565

104.83

9170

40.79

7 3 3 7 3 7 7

3-5/8 5-1/4 5-1/4 5-3/8 5-1/4 5-1/2 5-1/2

7-1/2 3-5/8 5-1/2 7-1/8 7-1/2 3-5/8 5-1/2

6-1/2

11 13 13 11 13 11 11

16 16 16 16 16 16 16

WS3 WS3 WS3 WS3 WS3 WS3 WS3

14 14 14 14 14 14 14

WS3 WS3 WS3 WS3 WS3 WS3 WS3

34655 59960 59960 51975 59960 54455 54455

154.16 12920 266.73 12920 266.73 12920 231.21 12920 266.73 12920 242.24 12920 242.24 12920

57.47 57.47 57.47 57.47 57.47 57.47 57.47

23565 40775 40775 35345 40775 37030 37030

104.83 181.38 181.38 157.23 181.38 164.72 164.72

9170 9170 9170 9170 9170 9170 9170

40.79 40.79 40.79 40.79 40.79 40.79 40.79

6-1/2 6-1/2 6-1/2

CCQ6-7.13SDS2.5

7 7

5-1/2 5-1/2

7-1/8 7-1/2

11 11

16 16

WS3 WS3

14 14

WS3 WS3

54455 54455

242.24 12920 242.24 12920

57.47 57.47

37030 37030

164.72 164.72

9170 9170

40.79 40.79

6-1/2

continued on next page

58

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Column Caps ­ KCCQ & KECCQ series

Dimensions (in) Fastener Schedule Beam W1 W2 H L Qty 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 Type

4

continued

KCCQ74 KCCQ76 KCCQ77

© Copyright 2011 USP Structural Connectors®

USP Stock No.

KCCQ78 KCCQ71-4 KCCQ71-6 KCCQ71-8 KCCQ84 KCCQ86 KCCQ88 KCCQ94 KCCQ96 KCCQ98 KCCQ106 KECCQ325-4 KECCQ325-6 KECCQ45 KECCQ47 KECCQ47X KECCQ48 KECCQ525-4 KECCQ525-6 KECCQ525-8 KECCQ57 KECCQ46 KECCQ44 KCCQ71-71

CC74 CC76, CCQ76SDS2.5 CC77, CCQ77SDS2.5 CC78, CCQ78SDS2.5 CC71/8-4, CCQ7.1-4SDS2.5 CC71/8-6 CCQ7.1-6SDS2.5 CC71/8-71/8, CCQ7.1-7.1SDS2.5 CCQ7.1-8SDS2.5 CC84 CC86, CCQ86SDS2.5 CC88, CCQ88SDS2.5 CC96, CCQ96SDS2.5 CC98, CCQ98SDS2.5 CC106, CCQ106SDS2.5 ECC31/4-4, ECCQ3-4SDS2.5 ECC31/4-6, ECCQ3-6SDS2.5 ECC44, ECCQ44SDS2.5 -- -ECC46, ECCQ46SDS2.5 -- --- -ECC48, ECCQ48SDS2.5 ECC51/4-4, ECCQ5-4SDS2.5 ECC51/4-6, ECCQ5-6SDS2.5 ECC51/4-8, ECCQ5-8SDS2.5 ECC6-71/8 CC94

Ref. No.

Steel Gauge 3 3 3 3 3 3 3 7 7 7 7 7 7 7 7 7 7 7 7 7 7 3

Column or Post Type WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3

6-7/8 6-7/8 6-7/8

6-7/8

5-1/2 6-7/8 7-1/2

3-5/8

6-1/2 6-1/2 6-1/2

6-1/2

11 11 11

11

WS3 WS3 WS3

WS3

Qty 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14

66825 66825 66825

66825

Lbs

Bearing (100%) 2

DF-L

Factored Resistance Uplift (115%)1,8

3

297.26 12920 297.26 12920 297.26 12920

297.26 12920

kN

Lbs

57.47

57.47

kN

45440

45440

Lbs

Bearing (100%) 2

S-P-F

202.14

202.14

kN

9170 9170 9170

9170

Lbs

Uplift (115%)1,8

40.79 40.79 40.79

40.79

kN

57.47 57.47 57.47 57.47 57.47 57.47 57.47 57.47 57.47 57.47 57.47 57.47 52.42 52.42 59.54 52.42 59.54 59.54 59.54 57.47

45440 45440 47125 47125 47125 50495 50495 50495 58905 58905 58905 63960 14340 14340 18210 18210 16065 20345 20345 47125

202.14 202.14 209.63 209.63 209.63 224.62 224.62 224.62 262.03 262.03 262.03 284.52 63.79 63.79 81.01 81.01 71.46 90.50 90.50 209.63

7-1/8 7-1/8 7-1/8 7-1/8 7-1/2 7-1/2 7-1/2 8-7/8 8-7/8 8-7/8 9-1/2 3-1/4 3-1/4 3-5/8 3-5/8 3-5/8 3-5/8 3-5/8

3-5/8 5-1/2 7-1/2 3-5/8 7-1/8

6-1/2 6-1/2 6-1/2 6-1/2 6-1/2

11 11 11 11 11

WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3

69300 69300 69300 74255 74255 74255 86625 86625 86625 94055 21095 21095 24430 26775 23625 29925 29925 69300

308.27 12920 308.27 12920 308.27 12920 330.32 12920 330.32 12920 330.32 12920 385.34 12920 385.34 12920 385.34 12920 418.39 12920 93.84 93.84 11785 11785 308.27 12920

9170 9170 9170 9170 9170 9170 9170 9170 9170 9170 8370 8370 9505 8370 9505 9505 9505 9170

40.79 40.79 40.79 40.79 40.79 40.79 40.79 40.79 40.79 40.79 40.79 40.79 40.79 40.79 40.79

5-1/2 7-1/2

6-1/2 6-1/2

11 11

3-5/8 5-1/2 7-1/2 5-1/2 3-5/8 5-1/2 3-5/8 5-1/2 5-3/8 7-1/8 7-1/8

6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 8 8 6-1/2 8

11 11 11 11 7-1/2 7-1/2 8-1/2 8-1/2 7-1/2 9-1/2 9-1/2

108.67 13385 119.11 11785

Caps & Bases

105.09 13385 133.12 13385 133.12 13385

40.79 40.79 40.79

7 3 3 3 7

3-5/8 5-1/4 5-1/4 5-1/4 5-3/8

7-1/2 3-5/8 5-1/2 7-1/8 7-1/2

6-1/2

8-1/2 9-1/2 9-1/2 9-1/2 9-1/2

16 16 16 16 16

WS3 WS3 WS3 WS3 WS3

14 14 14 14 14

WS3 WS3 WS3 WS3 WS3

26775 32155 39310 40160 43820

119.11 11785 143.04 11785 174.87 11785 178.65 11785 194.93 11785

52.42 52.42 52.42 52.42 52.42

18210 24350 28985 27310 29795

81.01

8370

40.79

108.32 128.94 121.49 132.54

8370 8370 8370 8370

40.79 40.79 40.79 40.79

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Bearing loads are based on compression perpendicular to grain values published in the 2001 NDS and soft converted to Limit States Design. 3) Factored resistances are based on lumber with a specific gravity of DF-L = 0.49 and S-P-F = 0.42 and a moisture content of 19% or less. 4) WS3 Wood Screws are 1/4 x 3 long and are included with KCCQ and KECCQ column caps. 5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 6) The designer shall check post for required loads. 7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 8) Uplift loads do no apply to splice conditions. New products or updated product information are designated in bold font.

continued on next page

1-800-328-5934 · www.USPconnectors.com

USP2178-111

59

Column Caps ­ KCCQ & KECCQ series

Dimensions (in) Fastener Schedule4 Beam W1 W2 H L Qty 16 16 16 16 16 16 16 16 16 16 16 16 16 Type

continued

KECCQ64 KECCQ66

USP Stock No.

KECCQ67X KECCQ74 KECCQ76 KECCQ77 KECCQ78 KECCQ71-4 KECCQ71-6 KECCQ71-71 KECCQ71-8 KECCQ84 KECCQ86 KECCQ88 KECCQ94 KECCQ96 KECCQ98 KECCQ68

Ref. No. ECC64, ECCQ64SDS2.5 ECC66, ECCQ66SDS2.5

Steel Gauge 7 7 7 7 3 3 3 3 3 3 7 3 3

Column or Post Type WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3

5-1/2 5-1/2 5-1/2 5-1/2 6-7/8 6-7/8 6-7/8 7-1/8 7-1/8 7-1/8 7-1/8 7-1/2 6-7/8

3-5/8 5-1/2 7-1/8 7-1/2 5-1/2 6-7/8 7-1/2 3-5/8 5-1/2 7-1/2 3-5/8 7-1/8 3-5/8

6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2 6-1/2

8-1/2 8-1/2 8-1/2 8-1/2 8-1/2 8-1/2 8-1/2 8-1/2 8-1/2 8-1/2 8-1/2 8-1/2 8-1/2

WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3 WS3

Qty 14 14 14 14 14 14 14 14 14 14 14 14 14

33890 41630 42075 42075 51640 51640 51640 40665 50810 53555 42890 53555 39550

Lbs

Bearing (100%) 2

DF-L

Factored Resistance 3 Uplift (115%)1,8 Bearing (100%) 2

S-P-F

150.76 11785 185.19 11785 187.17 11785 187.17 11785 229.72 11785 229.72 11785 229.72 11785 180.89 11785 226.02 11785 238.23 11785 190.79 11785 238.23 11785 175.93 11785

kN

Lbs

52.42 52.42 52.42 52.42 52.42 52.42 52.42 52.42 52.42 52.42 52.42 52.42 52.42

kN

25605 28615 28615 28615 35115 35115 35115 30455 36420 36420 39015 36420 29665

Lbs

113.90 127.29 127.29 127.29 156.21 156.21 156.21 135.48 162.01 162.01 173.55 162.01 131.96

kN

8370 8370 8370 8370 8370 8370 8370 8370 8370 8370 8370 8370 8370

Lbs

Uplift (115%)1,8

40.79 40.79 40.79 40.79 40.79 40.79

© Copyright 2011 USP Structural Connectors®

kN

Caps & Bases

KECCQ106

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Bearing loads are based on compression perpendicular to grain values published in the 2001 NDS and soft converted to Limit States Design. 3) Factored resistances are based on lumber with a specific gravity of DF-L = 0.49 and S-P-F = 0.42 and a moisture content of 19% or less. 4) WS3 Wood Screws are 1/4 x 3 long and are included with KCCQ and KECCQ column caps. 5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 6) The designer shall check post for required loads. 7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 8) Uplift loads do no apply to splice conditions. New products or updated product information are designated in bold font.

ECC68, ECCQ68SDS2.5 ECC74 ECC76, ECCQ76SDS2.5 ECC77, ECCQ77SDS2.5 ECC78, ECCQ78SDS2.5 ECC71/8-4, ECCQ7.1-4SDS2.5 ECC71/8-6 ECCQ7.1-6SDS2.5 ECC71/8-71/8, ECCQ7.1-7.1SDS2.5 ECCQ7.1-8SDS2.5 ECC84 ECC86, ECCQ86SDS2.5 ECC88, ECCQ88SDS2.5 ECC94 ECC96, ECCQ96SDS2.5 ECC98, ECCQ98SDS2.5 ECC106, ECCQ106SDS2.5

ECCQ6-7.13SDS2.5

40.79 40.79 40.79 40.79 40.79 40.79 40.79

7 7 7 7 7 7

7-1/2 7-1/2 8-7/8 8-7/8 8-7/8 9-1/2

5-1/2 7-1/2 5-1/2 7-1/2 5-1/2

6-1/2 6-1/2 6-1/2 6-1/2 6-1/2

8-1/2 8-1/2 8-1/2 8-1/2 8-1/2

16 16 16 16 16

WS3 WS3

WS3

WS3 WS3 WS3 WS3 WS3

14 14 14 14 14

WS3 WS3 WS3 WS3 WS3

53840 57375 61385 66940 65895

239.50 11785 255.23 11785 273.06 11785 297.78 11785 293.13 11785

52.42 52.42 52.42 52.42 52.42

39015 39015 44395 45520 47520

173.55 173.55 197.49 202.49 211.39

8370 8370 8370 8370 8370

40.79 40.79 40.79 40.79 40.79

3-5/8

6-1/2

8-1/2

16

WS3

14

WS3

48375

215.19 11785

52.42

35940

159.88

8370

40.79

Speciality Options: · For end column caps, add an E after the K in the stock number, as in KECCQ325-4. · Straps may be rotated 90° on special order where the W2 dimension is less than or equal to the W1 dimension. · KCCQ/KECCQ ­ Cap only, no strap design for field welding to pipe or other columns. · KCCQB ­ For cross beam connections. Any two buckets can be welded together for a wide variety of applications. Allowable load shall be the lesser of the two components. · KCCQT ­ For T beam intersections, consult USP. Specify beam/column conditions, dimensions, and loading requirements. · KCCQC ­ For X beam intersections, consult USP. Specify beam/column conditions, dimensions, and loading requirements. · KECCQLL/R ­ For L beam intersections, consult USP. Specify left (L) or right (R) beam/column conditions, dimensions, and loading requirements.

L

H2 H1 W1 W2 W3

Dimension call-outs not shown in the table must be specified at time of ordering for specialty options, non-catalog, or rough/full size lumber sizes.

KCCQT

continued on next page

60

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Column Caps ­ KCCQ & KECCQ series

continued

W3

4 Typ. L

H2 H3 H1

© Copyright 2011 USP Structural Connectors®

L1 H1

L

W4

H2 H W1

W1 W2

L2

W2

KCCQC

KCCQOB

KCCQO

4 Typ.

H2

unless otherwise specified

1/4

H1 W3 W1 W2

Optional KECCQ Rotated Straps 90°

KECCQLL left shown

Caps & Bases

Top View of Specialty Options Column Cap Configurations

KECCQLL rotated 90° left

KECCQLR rotated 90° right

left

right

KECCQ offset left

KECCQ offset right

KCCQ offset left

KCCQ offset right

KECCQ rotated 45° left

KECCQ rotated 45° right

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USP2178-111

61

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