Page 183 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

Typical OT/OHT Installation 184 Architectural Products Group ARCHITECTURAL PRODUCTS GROUP RUSTIC COLLECTION OS OHS OHS135 OHS195 Model No. Ga Dimensions Fasteners Allowable Loads 1,2 W L Qty Dia (133) Tension/Uplift (160) STRAP TIES OS 12 2 12 4 1305 1565 OHS 7 2 12 4 1680 2015 OHS135 7 6 13 4 4205 5045 OHS195 7 6 19 8 8405 10085 Code Ref. 170 1435 565 1535 565 2585 815 2585 815 Model No. Dimensions Allowable Loads 1,2,3 Minimum Bolt End Edge Distances Bolts Tension/Uplift F1 Ga d1 d2 H W L Qty Dia Code Ref. OL 12 2 12 12 5 OHL 7 2 12 12 5 OT 12 2 12 12 6 OHT 7 2 2 2 2 2 3 4 3 4 12 12 6 170 (100/133/ 160) (100/133/ 160) Model No. Ga Dimensions Fasteners W L Qty Dia HEAVY ANGLES OHA33 7 3 3 2 OHA36 7 3 6 4 Code Ref. 180 2. Allowable loads are based on a minimum member thickness of 3 ". 3. OT, OHT loads assume a continuous beam. 1. OL, OHL, OT and OHT must be installed in pairs with machine bolts in double shear. A single part with machine bolts in single shear is not load-rated. Typical OL/OHL Installation OHA OCB (3 ga) OU (7 ga) OCC (3 ga) 1. Uplift loads have been increased 33% and 60% for earthquake or wind loading and apply only to continuous beams; reduce for other loading conditions in accordance with code. 2. Downloads are determined by nominal sawn beam allowable bearing at 625psi on seat area; reduce where shear value of beam, end bearing value of post, L/R of post, or other criteria are limiting. 3. Post sides are assumed to lie in the same vertical plane as the beam sides. 4. For end conditions specify OECC. Model No. Dimensions Bolts Beam Post Uplift Down Ga W2 L Qty Dia Code Ref. OCC44 3 3 9 2 1220 OCC46 3 5 12 4 2330 OCC68 3 7 12 4 3365 20, 80 OCC66 3 5 12 4 3365 OCC88 3 7 15 4 6200 H 4 7 7 7 7 W1 3 3 5 5 7 1465 2800 4040 4040 7440 Qty Dia 2 2 2 2 2 Allowable Loads (160) 15310 24060 37810 37810 54600 (100) (133) COLUMN CAPS 1. Load values allowed assume a carrying member of not less than 3 ". 2. Roof loads are 125% of floor loads unless a limited by other criteria. Floor loads may be adjusted for other load durations according to the code provided they do not exceed those in the roof column. 3. Glulam beam sizes are available. Add an X to the name and specify width, i.e. OU68X, W 5.25. Model No. Dimensions Bolts W H Header Joist OU46 3 5 2- 1- 1270 1590 OU48 3 7 4- 2- 2545 3175 OU410 3 9 4- 2- 2545 3175 OU412 3 11 6- 3- 3815 4765 OU414 3 13 6- 3- 3815 4765 OU68 5 7 4- 2- 2545 3175 OU610 5 9 4- 2- 2545 3175 OU612 5 11 6- 3- 3815 4765 OU614 5 13 6- 3- 3815 4765 Allowable Loads 1,2 Roof 2 (125) Floor (100) OU810 7 9 4- 2- 2545 3175 OU812 7 11 6- 3- 3815 4765 OU814 7 13 6- 3- 3815 685 1365 1365 2050 2050 1365 1365 2050 2050 Uplift (133) 1365 2050 2050 4765 Code Ref. 170 JOIST HANGERS Model No. Dimensions Bolts Ga W2 Qty Dia Code Ref. OCB44 3 3 2 4200 OCB46 3 5 2 4200 OCB66 3 5 2 4200 2, 40, 82 OCB48 3 7 2 4200 OCB68 3 7 2 4200 OCB88 3 7 2 6650 OCB810 3 9 W1 3 3 5 3 5 7 7 2 6650 Allowable Uplift Loads (133/160) COLUMN BASES 1. Uplift loads have been increased 33% and 60% for wind or earthquake loading with no further increase allowed. 2. Minimum side cover for full loads is 3" for OCBs. MATERIAL: As noted in tables FINISH: Textured powder-coated flat black paint INSTALLATION: Use all specified fasteners. See General Notes. CODES: See page 12 for Code Listing Key Chart. 1. Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2. OS and OHS loads are based on parallel-to-grain loading and a minimum member thickness of 3 with machine bolts in single shear. Straps must be centered about splice joint and bolt edge distances must meet NDS minimum requirements.

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