Hangers - USP Connectors
Hangers - USP Connectors Hangers - USP Connectors
Anchor Bolts – STB & STBL series continued Concrete & Masonry Anchor Bolt Selection table 2x, 3x, (2) 2x Sill Plates 1 USP Stock No. Mono Pour PHD2A TDX2-TZ LTS20B STB16 HTT45 STBL16 HTT4 HTT16 PHD4A STB20 HTT45 STBL20 HTT45 STB24 HTT5 STBL24 PHD8 UPHD8 STB28 TD7 STBL28 TD9 TD12 * Recommend installation of washer under nut of anchor bolt. 1) STBL model are recommended for use with PHD and UPHD8 holdowns on (2) 2x and 3x sill plates. Typical STB/STBL concrete block installation Corner installation Non-Corner installation Corner installation Plan view of STB/STBL placement in concrete stemwall 0˚ Outside edge of concrete © Copyright 2013 USP Structural Connectors ® USP Stock No. STB16 STB20 STB24 STB28 STB34 STB36 STBL16 STBL20 STBL24 STBL28 Dimensions (in) Stemwall Min. Seismic I e F a S a (0.2) < 0.35 Wind I e F a S a (0.2) < 0.35 Seismic I e F a S a Ref. No. Width Dia. L H Embed. (E) Unit Midwall Corner End Wall Midwall Corner End Wall Midwall Corner End Wall SSTB16 SSTB20 SSTB24 SSTB28 SSTB34 SSTB36 SSTBL16 SSTBL20 SSTBL24 SSTBL28 6 6 6 8 8 8 6 6 6 8 5/8 5/8 5/8 7/8 7/8 7/8 5/8 5/8 5/8 7/8 17-13/16 21-13/16 25-13/16 31 36 38 19-9/16 23-9/16 27-9/16 32-3/4 5 5 5 5 6 8 6-3/4 6-3/4 6-3/4 6-3/4 12-13/16 16-13/16 20-13/16 26 30 30 12-13/16 16-13/16 20-13/16 26 Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs 5920 7170 8385 14140 15980 15980 5920 7170 8385 14140 5920 6635 8280 13285 14735 14735 5920 6635 8280 13285 5920 6635 8280 13285 14350 14350 5920 6635 8280 13285 6770 8185 9585 14575 18225 18225 6770 8185 9585 14575 6770 6770 8910 14575 16840 16840 6770 6770 8910 14575 6770 6770 8910 14575 15050 15050 6770 6770 8910 14575 4935 5970 6985 10710 13320 13320 4935 5970 6985 10710 4935 4975 6545 10710 12280 12280 4935 4975 6545 10710 4935 4975 6545 10710 11060 11060 4935 4975 6545 10710 kN kN kN kN kN kN kN kN kN kN 26.33 31.90 37.30 62.90 71.09 71.09 26.33 31.90 37.30 62.90 26.33 29.52 36.83 59.10 65.55 65.55 26.33 29.52 36.83 59.10 26.33 29.52 36.83 59.10 63.83 63.83 26.33 29.52 36.83 59.10 30.12 36.41 42.64 64.84 81.07 81.07 30.12 36.41 42.64 64.84 30.12 30.12 39.64 64.84 74.91 74.91 30.12 30.12 39.64 64.84 30.12 30.12 39.64 64.84 66.95 66.95 30.12 30.12 39.64 64.84 21.95 26.56 31.07 47.64 59.25 59.25 21.95 26.56 31.07 47.64 21.95 22.13 29.11 47.64 54.63 54.63 21.95 22.13 29.11 47.64 21.95 22.13 29.11 47.64 49.20 49.20 21.95 22.13 29.11 47.64 1) Loads may not be increased for short term loading. 2) Minimum center to center spacing between bolts is 3(E) for anchors acting in tension simultaneously. 6) Connection is limited by lowest of bolt or holdown capacity. New products or updated product information are designated in red font. Factored Tensile Resistance 1,2 32 1-800-328-5934 • www.USPconnectors.com
Anchor Bolts – AB & ABP series Anchor Bolts are used to secure wood plates to foundation walls. Washers are available in various package combinations. © Copyright 2013 USP Structural Connectors ® Materials: Bolt: ASTM F 844, Nut: ASTM A 563, Washers: ASTM F 844 Finish: AB126-HDG, AB128-HDG, AB1212-HDG, AB5812-HDG – Hot-dip galvanized; All others – none Installation: • Select appropriate AB or ABP Anchor Bolt. • Use concrete with minimum compressive strength of 2,000 psi at 28 days • Nuts and standard washers are included. • Anchor bolts intended for use to satisfy code prescribed anchoring of mudsill plates, and shall be installed as defined in the code. • Factored resistance shall be derived in accordance with the code. USP Stock No. Ref. No. Bolt Dia. (in) L (in) AB126-HDG -- -- 1/2 6 AB128-HDG -- -- 1/2 8 AB1212-HDG -- -- 1/2 12 AB5812-HDG -- -- 5/8 12 AB6NW -- -- 1/2 6 AB8NW -- -- 1/2 8 ABP6NW -- -- 1/2 6 ABP8NW -- -- 1/2 8 L ABP Typical AB installation AB L Concrete & Masonry Foundation Anchors – SFA & SFJA series SFA – Mudsill anchors for retrofit applications. Features a slotted bend line for easy field adjustment when foundation walls are slanted. SFJA – Ties floor joists directly to foundations with bolt fastening. Materials: 12 gauge Finish: G90 galvanizing 7˝ F1 Installation: • Use all specified fasteners. See Product Notes, page 10. • A design professional must specify anchor bolt type, length, and embedment. Anchor bolts are laterally loaded. Follow installation instructions for epoxy adhesive. • Factored resistance assume a minimum concrete compressive strength of 2,000 psi. 8˝ SFA8 6˝ Typical SFA installation Fastener Schedule Factored Resistance 1 Anchor Framing DF-L S-P-F USP Steel Bolts Nails 2,4 Bolts 3 F1 Uplift F1 Uplift Stock No. Ref. No. Gauge Qty Dia. Qty Type Qty Dia. 115% 115% 115% 115% SFJA FJA 12 1 5/8 -- -- -- -- 2 5/8 -- -- 1620 -- -- 1360 SFA8 -- -- 12 2 1/2 7 10d x 1-1/2 -- -- -- -- 1085 -- -- 915 -- -- 1) The 115% values are short-term loads such as wind and earthquake. 2) Minimum nail embedment shall be 8 nail diameters (typ). 3) Bolts shall conform to ASTM A 307 or better. 4) NAILS: red font. Uplift 1 1 /2˝ 6˝ 6 1 /2˝ Typical SFJA installation 1 1 /2˝ SFJA 1-800-328-5934 • www.USPconnectors.com 33 USP2240-131
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- Page 3 and 4: The Original Connector Company! HA
- Page 5 and 6: USP Index © Copyright 2013 USP Str
- Page 7 and 8: Corrosion Information © Copyright
- Page 9 and 10: Product Information U.S. Standard S
- Page 11 and 12: Design Notes © Copyright 2013 USP
- Page 13 and 14: Fasteners © Copyright 2013 USP Str
- Page 15 and 16: Nails - N & NA series continued NA1
- Page 17 and 18: Wood Screw Applications - WS series
- Page 19 and 20: Wood Screw Applications - WS series
- Page 21 and 22: Concrete & Masonry © Copyright 201
- Page 23 and 24: ADHESIVE ANCHORING SYSTEMS CIA-GEL
- Page 25 and 26: Undercut Anchoring Systems - DUC Du
- Page 27 and 28: Steel Angle Lintels - SAL series St
- Page 29 and 30: Threaded Rods - THR series USP has
- Page 31: Anchor Bolts - STB & STBL series Em
- Page 35 and 36: Foundation Anchors - ST series ST1-
- Page 37 and 38: Adjustable Support Posts - JP serie
- Page 39 and 40: Type 2 Top Plates - T2TP Series ©
- Page 41 and 42: Predeflected Holdowns - PHD & PHDA
- Page 43 and 44: Holdowns - TD & TDX series continue
- Page 45 and 46: Tension Ties - HTT, LTS series & LT
- Page 47 and 48: Foundation Straps - LSTAD & STAD Se
- Page 49 and 50: Foundation Straps - HPAHD & PAHD42
- Page 51 and 52: Caps & Bases Post Anchors . . . . .
- Page 53 and 54: Wet Post Anchors - WAS & WE series
- Page 55 and 56: © Copyright 2013 USP Structural Co
- Page 57 and 58: Post Caps - EPCM & PCM series © Co
- Page 59 and 60: Post Beam Corner - PBC series The P
- Page 61 and 62: Column Caps - KCCQ & KECCQ series c
- Page 63 and 64: Column Caps - KCCQ & KECCQ series c
- Page 65 and 66: Angles & Straps Coiled Strapping .
- Page 67 and 68: Multi-Purpose Framing Angles - MP34
- Page 69 and 70: Framing Angles - A3, AC, JA, & MP s
- Page 71 and 72: Stud Plate Ties - RSPT, SPT, & SPTH
- Page 73 and 74: Corner Reinforcements - B & BL seri
- Page 75 and 76: Framing Clips - SFC6 Framing clips
- Page 77 and 78: Strap Ties - HRS, HTP, KST, KSTI, L
- Page 79 and 80: Strap Ties - HRS, HTP, KST, KSTI, L
- Page 81 and 82: Twist Straps - HTW, KTS, LFTA6, LTW
Anchor Bolts – STB & STBL series continued<br />
Concrete & Masonry<br />
Anchor Bolt Selection table<br />
2x, 3x, (2) 2x<br />
Sill Plates 1<br />
<strong>USP</strong><br />
Stock No.<br />
Mono Pour<br />
PHD2A<br />
TDX2-TZ<br />
LTS20B<br />
STB16<br />
HTT45<br />
STBL16<br />
HTT4<br />
HTT16<br />
PHD4A<br />
STB20<br />
HTT45<br />
STBL20<br />
HTT45<br />
STB24<br />
HTT5<br />
STBL24<br />
PHD8<br />
UPHD8<br />
STB28<br />
TD7<br />
STBL28<br />
TD9<br />
TD12<br />
* Recommend installation of<br />
washer under nut of anchor bolt.<br />
1) STBL model are recommended<br />
for use with PHD and UPHD8<br />
holdowns on (2) 2x and 3x<br />
sill plates.<br />
Typical STB/STBL<br />
concrete block installation<br />
Corner<br />
installation<br />
Non-Corner<br />
installation<br />
Corner<br />
installation<br />
Plan view of STB/STBL<br />
placement in concrete stemwall<br />
0˚<br />
Outside edge<br />
of concrete<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />
<strong>USP</strong><br />
Stock No.<br />
STB16<br />
STB20<br />
STB24<br />
STB28<br />
STB34<br />
STB36<br />
STBL16<br />
STBL20<br />
STBL24<br />
STBL28<br />
Dimensions (in)<br />
Stemwall<br />
Min.<br />
Seismic I e F a S a (0.2) < 0.35 Wind I e F a S a (0.2) < 0.35 Seismic I e F a S a <br />
Ref. No. Width Dia. L H Embed. (E) Unit Midwall Corner End Wall Midwall Corner End Wall Midwall Corner End Wall<br />
SSTB16<br />
SSTB20<br />
SSTB24<br />
SSTB28<br />
SSTB34<br />
SSTB36<br />
SSTBL16<br />
SSTBL20<br />
SSTBL24<br />
SSTBL28<br />
6<br />
6<br />
6<br />
8<br />
8<br />
8<br />
6<br />
6<br />
6<br />
8<br />
5/8<br />
5/8<br />
5/8<br />
7/8<br />
7/8<br />
7/8<br />
5/8<br />
5/8<br />
5/8<br />
7/8<br />
17-13/16<br />
21-13/16<br />
25-13/16<br />
31<br />
36<br />
38<br />
19-9/16<br />
23-9/16<br />
27-9/16<br />
32-3/4<br />
5<br />
5<br />
5<br />
5<br />
6<br />
8<br />
6-3/4<br />
6-3/4<br />
6-3/4<br />
6-3/4<br />
12-13/16<br />
16-13/16<br />
20-13/16<br />
26<br />
30<br />
30<br />
12-13/16<br />
16-13/16<br />
20-13/16<br />
26<br />
Lbs<br />
Lbs<br />
Lbs<br />
Lbs<br />
Lbs<br />
Lbs<br />
Lbs<br />
Lbs<br />
Lbs<br />
Lbs<br />
5920<br />
7170<br />
8385<br />
14140<br />
15980<br />
15980<br />
5920<br />
7170<br />
8385<br />
14140<br />
5920<br />
6635<br />
8280<br />
13285<br />
14735<br />
14735<br />
5920<br />
6635<br />
8280<br />
13285<br />
5920<br />
6635<br />
8280<br />
13285<br />
14350<br />
14350<br />
5920<br />
6635<br />
8280<br />
13285<br />
6770<br />
8185<br />
9585<br />
14575<br />
18225<br />
18225<br />
6770<br />
8185<br />
9585<br />
14575<br />
6770<br />
6770<br />
8910<br />
14575<br />
16840<br />
16840<br />
6770<br />
6770<br />
8910<br />
14575<br />
6770<br />
6770<br />
8910<br />
14575<br />
15050<br />
15050<br />
6770<br />
6770<br />
8910<br />
14575<br />
4935<br />
5970<br />
6985<br />
10710<br />
13320<br />
13320<br />
4935<br />
5970<br />
6985<br />
10710<br />
4935<br />
4975<br />
6545<br />
10710<br />
12280<br />
12280<br />
4935<br />
4975<br />
6545<br />
10710<br />
4935<br />
4975<br />
6545<br />
10710<br />
11060<br />
11060<br />
4935<br />
4975<br />
6545<br />
10710<br />
kN<br />
kN<br />
kN<br />
kN<br />
kN<br />
kN<br />
kN<br />
kN<br />
kN<br />
kN<br />
26.33<br />
31.90<br />
37.30<br />
62.90<br />
71.09<br />
71.09<br />
26.33<br />
31.90<br />
37.30<br />
62.90<br />
26.33<br />
29.52<br />
36.83<br />
59.10<br />
65.55<br />
65.55<br />
26.33<br />
29.52<br />
36.83<br />
59.10<br />
26.33<br />
29.52<br />
36.83<br />
59.10<br />
63.83<br />
63.83<br />
26.33<br />
29.52<br />
36.83<br />
59.10<br />
30.12<br />
36.41<br />
42.64<br />
64.84<br />
81.07<br />
81.07<br />
30.12<br />
36.41<br />
42.64<br />
64.84<br />
30.12<br />
30.12<br />
39.64<br />
64.84<br />
74.91<br />
74.91<br />
30.12<br />
30.12<br />
39.64<br />
64.84<br />
30.12<br />
30.12<br />
39.64<br />
64.84<br />
66.95<br />
66.95<br />
30.12<br />
30.12<br />
39.64<br />
64.84<br />
21.95<br />
26.56<br />
31.07<br />
47.64<br />
59.25<br />
59.25<br />
21.95<br />
26.56<br />
31.07<br />
47.64<br />
21.95<br />
22.13<br />
29.11<br />
47.64<br />
54.63<br />
54.63<br />
21.95<br />
22.13<br />
29.11<br />
47.64<br />
21.95<br />
22.13<br />
29.11<br />
47.64<br />
49.20<br />
49.20<br />
21.95<br />
22.13<br />
29.11<br />
47.64<br />
1) Loads may not be increased for short term loading.<br />
2) Minimum center to center spacing between bolts is 3(E) for anchors acting in tension simultaneously.<br />
<br />
<br />
<br />
6) Connection is limited by lowest of bolt or holdown capacity.<br />
<br />
New products or updated product information are designated in red font.<br />
Factored Tensile Resistance 1,2<br />
32<br />
1-800-328-5934 • www.<strong>USP</strong>connectors.com
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