Engineered Wood & Structural Composite Lumber Connectors
FACE MOUNT HANGERS – STRUCTURAL COMPOSITE LUMBER These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.
Actual Joist Size
Dimensions Model No.3
Ga
HU1.81/5
14
1 3⁄4 x 7 1⁄4
HU7
14
HUS1.81/10
16
1 ⁄4 x 9 ⁄2 3
1
HU9 HUCQ1.81/9-SDS HUS1.81/10
1 3⁄4 x HU11 11 1⁄4 - 11 7⁄8
14 16 14
HUCQ1.81/11-SDS HUS1.81/10 16 U14 1 3⁄4 x 14
HU14
14
HUCQ1.81/11-SDS HU48/HUC48 3 1⁄2 x 7 1⁄4
C-C-2015 © 2015 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/14
3 1⁄2 x 9 1⁄4 - 9 1⁄2
HUS48/HUSC48 HGUS46 HHUS48 HGUS48 U410 HUS410/HUSC410 HU410/HUC410
14 12 14 12 16
14
HHUS410 HUCQ410-SDS HGUS48 12 HGUS410 U410 16 HUS412/HUSC412 HU412/HUC412
14
3 ⁄2 x HHUS410 11 1⁄4 - 11 7⁄8 HUCQ412-SDS HGUS48 12 HGUS410 HGUS412 U414 16 HUS412/HUSC412 1
3 1⁄2 x 14
3 ⁄2 x 16 1
HU416/HUC416
14
HHUS410 HGUS410 HGUS412 HGUS414 HUCQ412-SDS
12 14
HU416/HUC416
14
HGUS412 HGUS414 HUCQ412-SDS
12 14
W
H
B
1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 1 13⁄16 3 9⁄16 3 9⁄16 3 9⁄16 3 5⁄8 3 5⁄8 3 5⁄8 3 9⁄16 3 9⁄16 3 9⁄16 3 9⁄16 3 5⁄8 3 9⁄16 3 5⁄8 3 5⁄8 3 9⁄16 3 9⁄16 3 9⁄16 3 9⁄16 3 5⁄8 3 9⁄16 3 5⁄8 3 5⁄8 3 5⁄8 3 9⁄16 3 9⁄16 3 9⁄16 3 9⁄16 3 5⁄8 3 5⁄8 3 5⁄8 3 5⁄8 3 9⁄16 3 9⁄16 3 9⁄16 3 5⁄8 3 5⁄8 3 9⁄16
5 3⁄8 5 3⁄8 6 11⁄16 6 11⁄16 8 7⁄8 9 5⁄16 9 5⁄16 9 8 7⁄8 11 1⁄16 11 1⁄16 11 8 7⁄8 10 1⁄4 13 11⁄16 13 11⁄16 11 6 13⁄16 6 13⁄16 6 15⁄16 4 7⁄16 7 1⁄8 7 1⁄16 8 3⁄8 8 15⁄16 8 5⁄8 8 5⁄8 9 9 7 1⁄16 9 1⁄16 8 3⁄8 10 1⁄2 10 5⁄16 10 5⁄16 9 11 7 1⁄16 9 1⁄16 10 7⁄16 10 10 1⁄2 13 5⁄8 13 5⁄8 9 9 1⁄16 10 7⁄16 12 7⁄16 11 13 5⁄8 13 5⁄8 10 7⁄16 12 7⁄16 11
2 1⁄2 2 1⁄2 2 1⁄2 2 1⁄2 3 2 1⁄2 2 1⁄2 3 3 2 1⁄2 2 1⁄2 3 3 2 2 1⁄2 2 1⁄2 3 2 1⁄2 2 1⁄2 2 4 3 4 2 2 2 1⁄2 2 1⁄2 3 3 4 4 2 2 2 1⁄2 2 1⁄2 3 3 4 4 4 2 2 2 1⁄2 2 1⁄2 3 4 4 4 3 2 1⁄2 2 1⁄2 4 4 3
Min Max Min Max — Min Max — — Min Max — — — Min Max — Min Max — — — — — — Min Max — — — — — — Min Max — — — — — — — Min Max — — — — — Min Max — — —
Allowable Loads4 DF/SP Species Header SPF/HF Species Header
Face
Joist
12-16d 16-16d 12-16d 16-16d 30-16d 18-16d 24-16d 8-SDS 1⁄4"x1 3⁄4" 30-16d 22-16d 30-16d 10-SDS 1⁄4"x1 3⁄4" 30-16d 14-16d 28-16d 36-16d 10-SDS 1⁄4"x1 3⁄4" 10-16d 14-16d 6-16d 20-16d 22-16d 36-16d 14-16d 8-16d 14-16d 18-16d 30-16d 12-SDS 1⁄4"x2 1⁄2" 36-16d 46-16d 14-16d 10-16d 16-16d 22-16d 30-16d 14-SDS 1⁄4"x2 1⁄2" 36-16d 46-16d 56-16d 16-16d 10-16d 20-16d 26-16d 30-16d 46-16d 56-16d 66-16d 14-SDS 1⁄4"x2 1⁄2" 20-16d 26-16d 56-16d 66-16d 14-SDS 1⁄4"x2 1⁄2"
4-10dx1 1⁄2 6-10dx1 1⁄2 4-10dx1 1⁄2 8-10dx1 1⁄2 10-16d 6-10dx1 1⁄2 10-10dx1 1⁄2 4-SDS 1⁄4"x1 3⁄4" 10-16d 6-10dx1 1⁄2 10-10dx1 1⁄2 4-SDS 1⁄4"x1 3⁄4" 10-16d 6-10dx1 1⁄2 8-10dx1 1⁄2 14-10dx1 1⁄2 4-SDS 1⁄4"x1 3⁄4" 4-10d 6-10d 6-16d 8-16d 8-16d 12-16d 6-10d 8-16d 6-10d 10-10d 10-16d 6-SDS 1⁄4"x2 1⁄2" 12-16d 16-16d 6-10d 10-16d 6-10d 10-10d 10-16d 6-SDS 1⁄4"x2 1⁄2" 12-16d 16-16d 20-16d 6-10d 10-16d 8-10d 12-10d 10-16d 16-16d 20-16d 22-16d 6-SDS 1⁄4"x2 1⁄2" 8-10d 12-10d 20-16d 22-16d 6-SDS 1⁄4"x2 1⁄2"
1. Uplift loads based on DF/SP lumber and have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. For SPF/HF, use 0.86 x DF/SP Uplift Load for products requiring nails and 0.72 x DF/SP Uplift Load for products requiring screws. 2. MIN nailing quantity and load values—fill all round holes; MAX nailing quantity and load values—fill all round and triangle holes.
Uplift Floor Snow Roof (160) (100) (115) (125)
Floor (100)
Snow (115)
Roof (125)
610 915 610 1515 3000 915 1895 1505 3000 915 1895 1505 3000 1110 1515 2015 1505 760 1135 1550 2155 2000 3235 1110 2990 1135 1895 3735 2510 3235 4095 1110 3635 1135 1895 3735 2510 3235 4095 5045 1110 3635 1515 2015 3735 4095 5045 5515 2510 1515 2015 5045 5515 2510
1540 2050 1540 2050 4705 2305 3075 1440 4705 2820 3845 1800 4705 1735 3590 4615 1800 1280 1795 1365 3750 3615 6415 1735 1820 1795 2305 4835 3370 6415 7825 1735 2275 2050 2820 4835 3930 6415 7825 8255 1980 2275 2565 3330 4835 7825 8255 8685 3930 2565 3330 8255 8685 3930
1735 2315 1735 2315 5105 2605 3470 1655 5105 3180 4340 2070 5105 1965 4050 5000 2070 1445 2025 1555 4200 4095 6415 1965 2070 2025 2605 5480 3570 6415 7825 1965 2590 2315 3180 5480 4000 6415 7825 8255 2245 2590 2895 3760 5480 7825 8255 8685 4000 2895 3760 8255 8685 4000
1865 2490 1865 2490 5195 2800 3735 1800 5195 3425 4600 2250 5195 2120 4335 5130 2250 1555 2180 1680 4500 4415 6415 2120 2240 2180 2800 5910 3570 6415 7825 2120 2795 2490 3425 5910 4000 6415 7825 8255 2425 2795 3110 4045 5910 7825 8255 8685 4000 3110 4045 8255 8685 4000
1785 2380 1785 2380 5135 2680 3570 2000 5135 3275 4465 2500 5135 2015 4165 5055 2500 1490 2085 1595 4360 4210 7460 2015 2125 2085 2680 5635 4680 7460 9100 2015 2660 2380 3275 5635 5460 7460 9100 9600 2305 2660 2975 3870 5635 9100 9600 10100 5460 2975 3870 9600 10100 5460
2015 2685 2015 2685 5295 3020 4030 2300 5295 3695 4705 2875 5295 2285 4420 5275 2875 1680 2350 1815 4885 4770 7460 2285 2420 2350 3020 6380 4955 7460 9100 2285 3025 2685 3695 6380 5560 7460 9100 9600 2615 3025 3360 4365 6380 9100 9600 10100 5560 3360 4365 9600 10100 5560
2165 2890 2165 2890 5400 3250 4335 2500 5400 3970 4810 3125 5400 2465 4505 5420 3125 1805 2530 1960 5230 5140 7460 2465 2615 2530 3250 6880 4955 7460 9100 2465 3265 2890 3970 6880 5560 7460 9100 9600 2820 3265 3610 4695 6880 9100 9600 10100 5560 3610 4695 9600 10100 5560
Code Ref.
I9, L12, F8 I9, F8, L12 I9, F23 I9, F8, L12 I9, F23, L12 I9, F23 I9, L12, F8 I9, F23, L12 I9, F23 I9, F8, L12 I9, F23 I9, L17, F6, L12 I9, F8, L12, L17 I9, F23, L17 I9, F8, L12, L17 I9, F23, L17
Engineered Wood & Structural Composite Lumber Connectors
1 3⁄4 x 5 1⁄2
Fasteners5 Min/ Max 2
CODES: See page 12 for Code Reference Key Chart.
I9, F8, L12, L17
I9, F23, L12
I9, F8, L12, L17
I9, F23, L12, L17
I9, F8, L12, L17
I9, F23, L12
I9, F8, L12, L17 I9, F23, L12
3. Hangers sorted in order of recommended selection for best overall performance and installation value. 4. Allowable downloads are based on a joist bearing capacity of 750 psi. 5. NAILS: 16d = 0.162" dia. x 3 1⁄2" long, 10d = 0.148" dia. x 3" long, 10dx1 1⁄2 = 0.148" dia. x 1 1⁄2" long. See pages 22-23 for other nail sizes and information.
115