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A °_r-° 7 9 °_611 1 1 °_E;°r 1 1 ° r°v [;Isn 4' 7 °s 71Yq°r 71m911 <br />FOUNDATION & FLOOR FRAMING PLAN <br />1. EXTERIOR FOOTINGS SHALL BEAR AMIN OF V-6" BELOW ADJACENTGRADE. <br />Milli off"All <br />a _ k ■ <br />B. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S1.1 <br />FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. <br />6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS AND <br />NOTIFY ALL PARTIES OF ANY DISCREPANCIES. <br />R. AT EXTERIOR DECKS, SHEATHING SHALL RE 2x PT OR COMPOSITE DECKING LAID FLAT W/ 1/4" GAP BETWEEN <br />DECK BOARDS AND NAILED W/ (2) 16d NAILS EVENLY SPACED PER BOARD AT DECKING ENDS AND ALL <br />BOUNDARY EDGES, AND (1) 16d NAILS EVENLY SPACED PER BOARD AT ALL SUPPORT FRAMING. <br />9. COLUMNS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM <br />BELOW. <br />10. ALL DIAPHRAGMS UNBLOCKED UNO. <br />11. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 1 1/2"0 HOLE CENTERED IN THE DEPTH AND AT THE THIRD <br />POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. <br />13. UNLESS NOTED OTHERWISE, ALL BEAM -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU OR HUC SERIES FACE <br />MOUNT HANGERS W/ MAX NAILING. <br />14. UNLESS NOTED OTHERWISE, ALL JOIST -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU OR HUC SERIES FACE <br />MOUNT HANGERS W/ MAX NAILING. <br />.rvv� <br />y �.•__ <br />II <br />- <br />F <br />rr <br />z III° <br />S {{ <br />04/09/2021 <br />