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(2- Foundat�on�Pan <br />P, <br />D <br />OD <br />0 <br />z <br />a <br />U <br />rA� <br />a <br />N <br />a.N <br />O �I <br />N <br />V <br />Cl) J <br />N i <br />a cr, <br />F4 C-2 I BP-1 <br />T/FTG.1= -2'- 0" <br />Structural Foundation Schedule <br />Type Mark Footing Dimensions Reinforcing <br />F4 41-0"x4'-0"x1'-0" (4) #5's EACH WAY <br />F-7 T-0"x7'-0"xl'-6" (5) #5's EACH WAY TOP & BOTTOM <br />Structural Column Schedule <br />Type Mark Type Type Comments <br />C-1 _HSS4X4X1/4 <br />C-2 HSS6X6X1 /4 <br />C-3 HSS8X8X1 /4 <br />MASONRY WALL REINFORCING NOTES: <br />1. SEE PLAN FOR REQUIRED VERTICAL REINFORCING. <br />2. LOCATE REINFORCING IN CENTER OF WALL AND GROUT <br />SOLID <br />3. HORIZONTAL JOINT REINFORCING SHALL BE HOT DIPPED <br />GALVANIZED REINFORCING WITH (2) 9 GA. RODS AND 9 GA. <br />CROSS WIRES AT 16" O.C. IN ALL EXTERIOR WALLS. <br />4. INTERIOR WALL HORIZONTAL JOINT REINFORCING SHALL BE <br />(2) 9 GA. WIRE RODS & 9 GA. CROSS WIRES AT 16" ox <br />5. ADDITIONAL VERTICAL REINFORCING REQUIRED AT: <br />(COORD. WITH DETAIL 7/S4.4) <br />-EACH SIDE OF OPENINGS. <br />-WALL INTERSECTIONS. <br />-ENDS OF WALLS. <br />-EACH SIDE OF CONTROL JOINTS (COORD W/ ARCH). <br />-PILASTERS AS DETAILED. <br />-AS NOTED AND DETAILED ON DRAWINGS. <br />6. PROVIDE BOND BEAMS: <br />(COORD. WITH DETAIL7/S4.4) <br />-BOTTOM AND TOP OF OPENINGS. <br />-JOIST AND DECK BEARING (CONTINUOUS). <br />-TOP COURSE OF MASONRY WALLS. <br />-AS NOTED AND DETAILED ON DRAWINGS. <br />-PROVIDE CORNER BARS AT ALL BOND BEAM <br />INTERSECTIONS <br />1� <br />8. PROVIDE CORNER BARS AT ALL BOND BEAMS. <br />9. FILL ALL MASONRY CELLS BELOW FINISHED FLOOR. WHERE GRADE <br />IS ABOVE FINISHED FLOOR, FILL ALL CELLS BELOW GRADE. FILL <br />MATERIAL SHALL BE 2000 PSI (MIN) GROUT. <br />10. ALL MASONRY STRUCTURES SHALL BE REINFORCED WITH #5 <br />BARS VERTICAL AT 16" O.C. MAX. IN CENTER OF GROUT FILLED CELLS. <br />11. PROVIDE A 8" WIDE x 16" DEEP BOND BEAM w/ HOLES PROVIDED <br />SO THAT THE VERTICAL REINF. MAY PASS CONTINUOUSLY THROUGH. <br />REINFORCED w/ (2) #5 CONT. AROUND THE ENTIRE PERIMETER OF <br />EACH MASONRY STRUCTURES. TOP OF BOND BEAM ELEVATIONS OF <br />11' - 8", ROOF LEVEL AND TOP OF WALL. <br />1 I <br />I , <br />I , <br />Keystone <br />Structural <br />Engineering <br />Residential & Cc-mnlnere'al <br />Professional Ccn%dtai: <br />531 Roselane Street <br />Suite 150 <br />Marietta, GA 30060 <br />(404) 483-6921 <br />QR <br />R <br />No. 721 <br />J IAA <br />ATE OF <br />I <br />NAL�;��`� <br />�l IIII <br />REVISIONS <br />08-17-2022 <br />REVISION #3 <br />2�12-19-2022 <br />REVISION #5 <br />PROJECT <br />Broward <br />Development <br />Climate <br />Controlled <br />Storage <br />ADDRESS <br />6923 Gall Boulevard <br />Zephyrhills, FL 33542 <br />CLIENT <br />Broward <br />Management, <br />LLC <br />ADDRESS <br />1126 South Federal Highway #375 <br />Fort Lauderdale, FL 33316 <br />SHEET TITLE <br />FOUNDATION <br />PLAN <br />Date: <br />01 /20/2022 <br />PROJECT NUMBER <br />21262 <br />SHEET NUMBER <br />Simi <br />bfW <br />