Technical Specification — Truss Connector Company, Drawing TH-100 (1993)

Truss Hangers L38 (Code 2.9) H38 (Code 2.9) H20-2 (1) H20-2 (2) H20-2 (3) H20-2 (4) H20-2 (5) H20-2 (6) H20-2 (7) H20-2 (8) H20-2 (9) H20-2 (10) H20-2 (11) H20-2 (12) GENERAL NOTES 1. IN ACCORDANCE WITH SECTION 1707-A OF THE FLORIDA BUILDING CODE, THE FOLLOWING LOADS ARE PERMITTED ON THE PAGES TO FOLLOW IN LIEU OF THE LOADS SHOWN IN THE FOLLOWING: a) PER SECTION 1605.2.1 OF THE CODE, THE DESIGN LOAD OF THREE TESTS CONDUCTED IN ACCORDANCE WITH PART 5 OF THE CODE, THE LOWEST LOAD OF THREE TESTS CONDUCTED WHERE THE TEST MOMENT WITH RESPECT TO THE BEAM EQUALS THE SECTION MODULUS OF THE CODE, THE CALCULATED CAPACITY FOR THE CONNECTION DERIVED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR STRUCTURAL WOOD CONSTRUCTION 1991 EDITION USING NOOD WITH A REDUCTION FACTOR OF 0.9. 2. THE STEEL SHALL CONFORM TO THE REQUIREMENTS SHOWN IN THE RESPECTIVE DRAWINGS. 3. FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 4. ALLOWABLE STRESS VALUES WITH NO DEROGATION INCREASES ALLOWED. 5. A-28484 CONN'S HAVE NOT BEEN VERIFIED BY ANY GUARANTY FACTOR MODE INSTALLED USING SPEC. 7/16 10d 18-00 2000 2200 2400 2600 2800 16d 19-00 2100 2300 2500 2700 20d 20-00 2200 2400 2600 2800 30d 21-00 2300 2500 2700 40d 22-00 2400 2600 2800 50d 23-00 2500 2700 60d 24-00 2600 2800 70d 25-00 2700 80d 26-00 2800 90d 27-00 100d 28-00 PROTECTED BY PATENT OR PATENTS PENDING PATENT NO. 4,924,362 TRUSS CONNECTOR COMPANY TAMPA, FLORIDA DATE: 4-1-93 SHEET: 4 OF 4 DWG. NO. TH-100 REV. 0 SCALE: NONE 4