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Home | Back | ||||||||||||||||||||
| PART 1 GENERAL | ||||||||||||||||||||||
| 1.1 | SECTION INCLUDES | |||||||||||||||||||||
| A. | Masonry repair systems | |||||||||||||||||||||
| 1.2 | RELATED SECTIONS | |||||||||||||||||||||
| A. | Section 04900 – Masonry Restoration and Cleaning: Coordination and installation requirements | |||||||||||||||||||||
| 1.3 | REFERENCES | |||||||||||||||||||||
| A. | ACI 530.1/ASCE 6/TMS 602 – Specifications for Masonry Structures | |||||||||||||||||||||
| B. | American Society for Testing and Materials (ASTM) A 276 – Standard Specification for Stainless Steel Bars and Shapes. | |||||||||||||||||||||
| C. | American Society for Testing and Materials (ASTM) B 16, Type 360 Brass - Standard Specification for free Cutting Brass Rod, Bar, and Shapes for use in Screw Machines. | |||||||||||||||||||||
| 1.4 | SUBMITTALS | |||||||||||||||||||||
| A. | Submit under provisions of Section 01300 | |||||||||||||||||||||
| B. | PANEL -TIE: Manufacturers data sheets on each product to be used, including: | |||||||||||||||||||||
| 1. | Preparation instructions and recommendations | |||||||||||||||||||||
| 2. | Storage and handling requirements and recommendations. | |||||||||||||||||||||
| 3. | Installation methods. | |||||||||||||||||||||
| 1.5 | DELIVERY, STORAGE, AND HANDLING | |||||||||||||||||||||
| A. | Store products in manufacturer’s unopened packaging until ready for installation. | |||||||||||||||||||||
| PART 2 PRODUCTS | ||||||||||||||||||||||
| 2.1 | MANUFACTURER | |||||||||||||||||||||
| A. | Acceptable
Manufacturer: Construction Tie Products (CTP) Michigan City, IN, 46360. Tel: 219-878-1427. Fax: 219-874-3626. Email: salesctp@comcast.net |
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| 2.2 | PRODUCTS | |||||||||||||||||||||
| A. | Masonry Repair and Restoration Re-anchoring Existing Stone Panel Veneers (Selection based on application): | |||||||||||||||||||||
| 1. | Application: Wind load restraint for dual directional loading to Solid Back-up. | |||||||||||||||||||||
| a. | 6000-TGL Series Panel-Tie Anchor with EPDM washer. | |||||||||||||||||||||
| PART 3 EXECUTION | ||||||||||||||||||||||
| 3.1 | PREPARATION | |||||||||||||||||||||
| A. | Locate anchors in the area to be anchored per project drawings and details. | |||||||||||||||||||||
| 3.2 | INSTALLATION | |||||||||||||||||||||
| A. | Select proper anchor length by field verification. | |||||||||||||||||||||
| B. | Drill proper hole size per the anchor type and blow out drill fines. | |||||||||||||||||||||
| C. | Using appropriate setting tool and adaptors, tighten back-up anchor to recommended torque range, then tighten toggle to rear of stone panel (if appropriate), then tighten stone panel portion ½ - ¾ turns past snug. | |||||||||||||||||||||
| D. | Conceal anchor with specified grout, stone plug or caulk. | |||||||||||||||||||||