UFC 3-220-01A 16 January 2004 2 FOREWORD \1\ The Unified Facilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides planning, design, construction, sustainment, restoration, and modernization criteria, and applies
Thinking for splice repair to notch existing pile through bolt and epoxy. For inplace repair thinking of filling missing material voids with epoxy? and maybe using some type of fiber wrap? Any thoughts or suggestions? What methods, techniques, and systems are out there for repair of timber piles?
1. Repairing 10 piles using the splice method 2. Installing 1 O timber X-braces and 4 girder braces 3. Replacing 7 concrete footings with new concrete foundation and new wrapped timber post/spliced piles 4. Repairing 10 pile wraps 5. Replacing approximately 300 steel brackets The sequence/method for installing the new footings is as follows: 1.
ENGINEERING GROUP MATERIALS & WORKMANSHIP SPECIFICATION FOR CIVIL & STRUCTURAL WORKS E/GD/09/104/A1 Controlled Document A1 Jun 2010 ... 5.1.9 As-Built Details 5.2 REQUIREMENTS FOR REINFORCED CONCRETE IN PILES ... 5.6 TIMBER PILES 5.6.1 Pressure Treated Timber Piling
SDWH TIMBER-HEX HDG Screw (cont.) Refer to engineering letter L-F-SDWH27GSQ16 for square pile connection loads and details. Refer to engineering letter L-F-SDWH27GRD16 for round pile connection loads and details. Technical Information