Catalog excerpts
The expiration date of this document has been extended until 12/31/12. Architectural Products Group
Open the catalog to page 1Beams, posts and the substantial metal connectors that join them define the soul of a structure. As design elements, they may appear traditional or contemporary, but never trendy or transitory. They do not fly by night. They speak with authority, permanence, stability, steadfastness. They say, “I am here to stay.” Until now, connectors for exposed beams and heavy timbers had to be custom-designed, engineered, fabricated and finished. It’s an expensive, time-consuming process. That’s changed. The new Architectural Products Group by Simpson Strong-Tie® offers a wide range of prefinished...
Open the catalog to page 2The smooth edges and clean lines of the connectors in our Classic Collection have a timeless quality that spans design classifications. Though they’re used in conjunction with a historically-based construction style, these connectors are just as perfectly integrated in a refined, contemporary loft as they would be in a century-old warehouse. Created to serve both the form and function of urban-modern design, this collection is a substantial addition to the architect’s palette. C-APG08 ©2008 SIMPSON STRONG-TIE COMPANY INC.
Open the catalog to page 3Photo courtesy of Pan Abode Homes C-APG08 ©2008 SIMPSON STRONG-TIE COMPANY INC.
Open the catalog to page 4C-APG08 ©2008 SIMPSON STRONG-TIE COMPANY INC. CBPC CCPC
Open the catalog to page 5HLPC/HTPC STRAP TIES Model Number Minimum Bolt End And Edge Distances d1 d2 2¹⁄₂ 4³⁄₈ Allowable Loads Tension/Uplift (100/133/160) 1535 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 3¹⁄₂". 3. 1212HT, 1616HT loads assume a continuous beam. HSTPC/PSPC STRAP TIES Model Number HST2PC Allowable Tension Loads 1. Allowable loads are based on parallel-to-grain loading and a minimum member thickness of 3¹⁄₂" with...
Open the catalog to page 6It’s amazing what a simple notch can communicate. In a connector, notched detailing creates the look and feel of a rugged cabin or backcountry ski lodge. Used with heavy timbers and beams, these connectors have an antique quality that’s immediately reminiscent of the simplicity and strength historically associated with the American Frontier. C-APG08 ©2008 SIMPSON STRONG-TIE COMPANY INC.
Open the catalog to page 7C-APG08 ©2008 SIMPSON STRONG-TIE COMPANY INC.
Open the catalog to page 8C-APG08 ©2008 SIMPSON STRONG-TIE COMPANY INC.
Open the catalog to page 9The Rustic Collection OT/OL STRAP TIES Model Number Minimum Bolt End And Edge Distances d1 d2 Allowable Loads Tension/Uplift (100/133/160) 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. Loads assume a continuous beam. 2. Allowable loads are based on a minimum member thickness of 3¹⁄₂". OS/OHS STRAP TIES Model Number OS OHS OHS135 OHS195 Allowable Loads Tension/Uplift 1. OS and OH loads are based on parallel-to-grain loading and a minimum member thickness of 3¹⁄₂" with machine bolts in...
Open the catalog to page 10C-APG08 ©2008 SIMPSON STRONG-TIE COMPANY INC. Designed to stand alone or to complement other architectural connectors, the Specialty Collection works with any classic or rustic design. This collection encompasses bearing plates, specialty joist hangers, stand-off bases, custom plates and concealed connectors.
Open the catalog to page 11CUSTOM PLATES Simpson Strong-Tie expertise enhances your design options. We can build a variety of flat or bent ornamental shapes to your specifications. We offer textured powder-coated flat black paint, gray paint, hot-dipped galvanized and stainless steel finishes. CONCEALED JOIST TIES The CJT is a concealed connector that connects a beam to a post or header. It combines a mortise and tenon look with tested load ratings. Simpson Strong-Tie® CJTs are 12 gauge galvanized steel and include all screws and pins. 12 C-APG08 ©2008 SIMPSON STRONG-TIE COMPANY INC. CUSTOM STEEL PLATES
Open the catalog to page 12C-APG08 ©2008 SIMPSON STRONG-TIE COMPANY INC. Photo courtesy of Pan Abode Homes
Open the catalog to page 13The Specialty Collection OHU SPECIALTY JOIST HANGER Douglas Fir Uplift Floor Snow (160) (100) (115) 1535 1840 2120 No. of SDS¹⁄₂x3 Wood Screws Uplift Face Joist (133) 6 4 1535 Spruce Pine Fir Uplift Floor Snow (160) (100) (115) 1105 1325 1525 Model Number CPS/PBV STANDOFF BASES Model Number Post or Column Size Allowable Loads 1. Allowable uplift load capacities are for solid sawn posts with specific gravity of 0.36 minimum except the PBV, which is based on round "Viga" (Ponderosa Pine) wood posts. 2. All allowable uplift loads are based on a lowest ultimate load from testing divided by a...
Open the catalog to page 14Visible Means of Support As with all of Simpson Strong-Tie products, our Architectural Products Group offers much more than what’s in the box. We believe the value-added extras are what make the difference for our customers. Here are just a few of the outside-the-box advantages of our new architectural-grade connectors. NATIONWIDE AVAILABILITY The prefinished products in our Architectural Products Group are in-stock or readily available nationwide. Their availability, and dependable consistent quality minimize fabrication and ordering lead times. TESTING AND LOAD-RATING Unlike...
Open the catalog to page 155956 W. Las Positas Pleasanton, CA 94588 1.800.999.5099 www.strongtie.com ©2008 SIMPSON STRONG-TIE COMPANY INC. C-APG08 4/08 exp 6/10
Open the catalog to page 16All SIMPSON Strong-Tie catalogs and technical brochures
-
Outdoor Accents®
8 Pages
-
Strong-Wall® Shearwalls
100 Pages
-
Fastening Systems Catalog
404 Pages
-
Wood Construction Connectors
388 Pages
-
F-CF-LSUBH14
2 Pages
-
F-A-BBH15
8 Pages
-
F-C-DTT1Z15
4 Pages
-
DIY-RTC2ZKT15
4 Pages
-
F-A-GCNMEP15
4 Pages
-
F-F-DCU15
4 Pages
-
Strong Frame® Moment Frames
116 Pages
-
High Wind-Resistant Construction
52 Pages
-
Cold-Formed Steel Connectors
76 Pages