Page 184 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

185 Architectural Products Group ARCHITECTURAL PRODUCTS GROUP CLASSIC COLLECTION CCPC Model No. Dimensions Bolts Ga W L Qty Dia Code Ref. HST2PC 7 2 21 6 4350 5220 HST5PC 7 5 21 12 8875 10650 HST6PC 3 6 25 12 12890 3, 39, 88, 121 180 15470 HST3PC 3 3 25 6 6400 7680 4155 4990 4190 5030 3900 4685 Allowable Tension Loads 1,2 (160) (133) PS218PC 7 2 18 4 PS418PC 7 4 18 4 PS720PC 7 6 20 8 1535 565 1535 565 2585 815 2585 815 Model No. Dimensions Allowable Loads 1,2 Minimum Bolt End Edge Distances Bolts Tension/Uplift F1 Ga d1 d2 H W L Qty Dia Code Ref. 1212HLPC 7 2 12 12 5 1616HLPC 7 2 16 16 5 1212HTPC 7 2 12 12 6 1616HTPC 7 2 2 2 2 2 4 4 4 4 16 16 6 170 (100/133/ 160) (100/133/ 160) 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. Allowable 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. 3. Designer must determine allowable loads when combining bolts parallel and perpendicular to grain. Typical HTPC Installation (1616HTPC does not have chamferred corners) Typical HLPC Installation 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. Model No. Dimensions Bolts Ga W2 Qty Dia Code Ref. CB44PC 7 3 2 4200 CB46PC 7 5 2 4200 CB66PC 7 5 2 4200 2, 40, 82, 121 CB48PC 7 7 2 4200 CB68PC 7 7 2 4200 CB88PC 3 7 2 6650 CB810PC 3 9 W1 3 3 5 3 5 7 7 2 6650 Allowable Tension Loads (133/160) 1. Allowable loads have been increased 33% and 60% for earthquake or wind loading. No further increase allowed; reduce where other loads govern. 2. See page 50 for glulam beam sizes. Add PC to the model, i.e. CB5-6PC COLUMN BASES INSTALLATION: Minimum side cover for full loads is 3" for CBs. Install with bottom of base flush with concrete. Post bases do not provide adequate resistance to prevent members from rotating about the base and therefore are not recommended for non top-supported installations (such as fences or unbraced carports). Model No. Dimensions Bolts Header Joist Without Top Flange No Triangle Theory Triangle Theory TF Qty Dia Code Ref. LEG3PC 2 4 3465 LEG5PC 2 4 3465 LEG7PC 2 4 3465 26, 83, 124 MEG5PC 2 6 5170 MEG7PC 2 6 5170 Min. H 9 9 9 9 9 W 3 5 6 5 6 4330 4330 4330 6460 6460 Qty Dia 2 2 2 2 2 Allowable Loads (125) 12675 16290 16290 19710 19710 13215 16290 16290 19710 19710 (125) (100) (100) 11865 11865 11865 13570 13570 12730 12730 12730 14865 14865 (125) (100) 1. Allowable loads assume a 5 carrying member. 2. Specify desired height, minimum height listed in the table. 3. Glulam widths listed in table. To specify other widths add an X to the name and specify. 4. See Glulam Connectors section of this catalog for additional information on these products. BEAM HANGERS MATERIAL: Top flange-7 ga, Stirrups-7 ga. Model No. Dimensions Bolts Beam Post Uplift Down Ga W2 L Qty Dia Code Ref. CC44PC 7 3 7 2 1220 CC46PC 7 5 11 4 2330 CC68PC 7 7 11 4 3365 20, 80, 124 CC66PC 7 5 11 4 3365 CC88PC 3 7 13 4 6200 H 4 6 6 6 8 W1 3 3 5 5 7 1465 2800 4040 4040 7440 Qty Dia 2 2 2 2 2 Allowable Tension Loads (160) 15310 24060 37810 37810 54600 (100) (133) 1. Allowable loads have been increased 33% and 60% for earthquake or wind loading. No further increase allowed; reduce where other loads govern. 2. Post sides are assumed to lie in the same vertical plane as the beam sides. 3. Downloads are determined using Fc perpendicular equal to 625 psi on seat area; reduce where end bearing value of post, L/R of post, or other criteria are limiting. 4. See pages 54 and 55 for glulam beam sizes and end conditions. Add PC to the model, i.e. CC3 -4PC. COLUMN CAPS INSTALLATION: Bolt holes shall be a minimum of to a maximum of larger than the specified bolts diameter (2001 NDS, Section 11.1.2). L CBPC LEGPC/ MEGPC MEGPC without Top Flange HSTPC STRAP TIES PSPC 1. 1212HL, 1616HL, 1212HT and 1616HT are to be installed in pairs with machine bolts in double shear. A single part with machine bolts in single shear is not load-rated. 2. Allowable loads are based on a minimum member thickness of 3 ". 3. 1212HT, 1616HT loads assume a continuous beam.

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