Issue link: http://alpine.uberflip.com/i/915756
37 (800) 521-9790 alpineitw.com LSC PRODUCT CODE REF NO DIMENSIONS (in) LOADED MEMBER SIZE LOAD SHARING MEMBER SIZE ALLOWABLE GRAVITY LOADS POUNDS UPLIFT LOADS 1.33 & 1.60 W H B H1 1.00 1.15 1.25 1.33 LSC32 2 9 ⁄16 3 1 ⁄2 3 2 (4)10dx1 1 ⁄2 (3)10d 750 750 750 750 0 LSC42 2 9 ⁄16 4 1 ⁄2 3 3 (4)10d (3)10d 750 750 750 750 0 LSC42-2 2 9 ⁄16 6 3 3 (4)10d (3)10d 750 750 750 750 0 NOTES: 1. Tabular values are based on the unit stresses for Southern Pine lumber. Adjust values for other species in accordance with the NDS. 2. 10d nails are common wire nails having a diameter of 0.148 inch and a length of 3 inches 10d x 1 1 ⁄2 nails have a diameter of 0.148 inch and a length of 1 1 ⁄2 inches. 3. Determine the appropriate number of clips required. Concentrated loads may require several clips located at or near the concentrated load. 4. Install on the loaded member prior to final positioning. After the loaded member has been brought to it's final position, drive the remaining 3 nails into the sharing member. KTHJU For Product Substitutions … the ONLY APPROVED EQUAL ™ PRODUCT CODE HANGER WIDTH (in) HANGER HEIGHT (in) NUMBER OF NAILS ALLOWABLE LOAD CARRYING MEMBER HIP JACK 1.00 1.25 Uplift (1.60) KTHJU26 5 1 ⁄8 5 3 ⁄8 16-10D 4-10D 4-10D 2350 2350 645 LEHJ LEHJ For Product Substitutions … the ONLY APPROVED EQUAL ™ PRODUCT CODE Minimum Supporting Member Minimum Supported End and Hip Jack Height (in) Overall Dimensions Common Nail Type Fasteners Width (in) Height (in) Depth (in) Size Quantity End Jack Hip Jack Header LEHJ 2x6 3.50 7.76 5.25 4.875 0.148"x1.5" 4 6 10 General Notes: 1. Allowable Load Capacities based on species and load duration factor as permitted by applicable building code. 2. Products shown in table are made of 18 gauge steel. Species Allowable Loads (lbs) End Jack Hip Jack Total Load Duration Factor Load Duration Factor Load Duration Factor 1.00 1.15 1.25 1.60 1.00 1.15 1.25 1.60 1.00 1.15 1.25 1.60 Southern Pine (0.55 Specific Gravity) downward 365 365 365 365 955 955 955 955 1265 1320 1320 1320 upward 105 105 105 105 390 390 390 390 490 490 490 490 Douglas Fir-Larch (0.50 Specific Gravity) downward 365 365 365 365 955 955 955 955 1165 1320 1320 1320 upward 105 105 105 105 390 390 390 390 490 490 490 490 Spruce-Pine-Fir (0.42 Specific Gravity) downward 365 365 365 365 955 955 955 955 1000 1150 1250 1320 upward 105 105 105 105 390 390 390 390 490 490 490 490