Specifications include, but are not limited to: WOOD FRAMING LUMBER (KILN DRIED TO 19% MAX. MOISTURE CONTENT): A. ROOF AND FLOOR FRAMING MEMBERS, AND WALL PLATES SHALL BE NO. 2 SOUTHERN YELLOW PINE OR BETTER. B. WALL STUDS SHALL BE SPF STUD GRADE #1 OR BETTER. C. ALL LUMBER FRAMING SHALL BE MARKED WITH A GRADE STAMP. 2. WOOD STRUCTURAL PANELS SHALL BE APA RATED STRUCTURAL WOOD SHEATHING OF THICKNESS INDICATED. PROVIDE 1/8" GAP AT ALL SHEATHING PANEL EDGES. PROVIDE ONE PLYCLIP BETWEEN SUPPORTS AT ALL UNBLOCKED SHEATHING PANEL EDGES. 3. METAL FRAMING ANCHORS AND HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE UNLESS APPROVED OTHERWISE. PROVIDE HOT-DIP ZINC COATED FASTENERS WHERE FRAMING IS EXPOSED TO WEATHER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 4. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED WITH WATERPROOFING TREATMENT, 28% MAX. MOISTURE CONTENT. 5. ALL FASTENERS USED IN OR TO COME IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED, STAINLESS STEEL OR SIMPSON STRONG-TIE'S Z-MAX COATING. ALL FASTENERS INCLUDE, BUT ARE NOT LIMITED TO, ANCHOR BOLTS, MUDSILL ANCHORS, NAILS, SCREWS, ETC. 6. DRILL BOLT HOLES IN WOOD 1/16" LARGER THAN THE NOMINAL DIAMETER OF THE BOLT. REPAIR OVERSIZED HOLES WITH SIMPSON BP-5/8S BEARING PLATE WASHERS. 7. PROVIDE 2" SQUARE X 3/16" PLATE WASHERS AND NUTS FOR ALL BOLTS IN WOOD MEMBERS. RE-TORQUE NUTS 48 HOURS AFTER FIRST TIGHTENING. 8. THE NUMBER OR SPACING OF NAILS CONNECTING WOOD MEMBERS SHALL BE AS INDICATED BUT NOT LESS THAN THOSE SPECIFIED IN IBC "FASTENING SCHEDULE" TABLE 2304.9.1. 9. POWER DRIVEN FASTENERS SHALL CONFORM TO CABO NER-272. 10. FRAMING STANDARDS: COMPLY WITH AFPA "MANUAL FOR WOOD FRAME CONSTRUCTION" AND CHAPTER 23 OF THE "INTERNATIONAL BUILDING CODE".
