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{"sheet":"WIND C&C","index":0,"n_rows":47,"n_cols":47,"rows_kept":47,"cut":false,"hidden":true,"merged":[[2,30,2,31],[1,21,1,29],[2,0,2,7],[49,2,49,5],[2,22,2,23],[2,24,2,25],[2,26,2,27],[2,28,2,29],[27,26,27,27],[27,28,27,29],[27,30,27,31],[50,2,50,5],[5,1,5,2],[6,1,6,2],[14,0,14,7],[47,2,47,5],[48,2,48,5],[16,1,16,2],[19,3,19,4],[27,32,27,33],[14,22,14,23],[14,24,14,25],[14,26,14,27],[14,28,14,29],[2,43,2,44],[2,45,2,46],[1,36,1,46],[38,21,38,33],[39,22,39,23],[39,24,39,25],[39,26,39,27],[39,28,39,29],[39,30,39,31],[39,32,39,33],[14,30,14,31],[14,32,14,33],[13,21,13,33],[26,21,26,33],[27,22,27,23],[27,24,27,25],[14,37,14,38],[14,39,14,40],[14,41,14,42],[13,36,13,42],[2,37,2,38],[2,39,2,40],[2,41,2,42]]}
["WIND LOADING - COMPONENTS & CLADDING"]
[{"$error":"#REF!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gable Roof, theta <= 7",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Monoslope, 3 < theta <= 10"]
["WIND CRITERIA - ASCE 7-16 Ch.26",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Note: ",null,null,null,"Fig 30.3-2A",1,null,2,null,3,null,"1'",null,null,null,null,null,null,null,"Fig 30.3-5A",1,null,2,null,"2'",null,3,null,"3'"]
["Basic Wind Speed, V:",{"$f":"#REF!","v":{"$error":"#REF!"}},26.5,null,"Direction Factor, Kd:",{"$f":"#REF!","v":{"$error":"#REF!"}},26.6,null,null,null,null,null,null,null,null,null,null,"(+) Acting toward structure",null,null,null,"Area (ft2)","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-",null,null,null,null,null,null,"Area (ft2)","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-"]
["Risk Category:",{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,"K1:",{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,null,null,null,null,"(-) Acting away from structure",null,null,null,10,0.3,-1.7,0.3,-2.2999999999999998,0.3,-3.2,0.3,-0.9,null,null,null,null,null,null,10,0.3,-1.1000000000000001,0.3,-1.3,0.3,-1.6,0.3,-1.8,0.3,-2.6]
["Exposure Category:",{"$f":"#REF!","v":{"$error":"#REF!"}},null,26.7,"K2:",{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,0.25,-1.6,0.25,-2.1,0.25,-2.9,0.25,-0.9,null,null,null,null,null,null,20,0.26,-1.1000000000000001,0.26,-1.25,0.26,-1.59,0.26,-1.6,0.26,-2.2999999999999998]
["Enclosure Classification:",{"$f":"#REF!","v":{"$error":"#REF!"}},null,26.12,"K3:",{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,50,0.22500000000000001,-1.4,0.22500000000000001,-1.9,0.22500000000000001,-2.4500000000000002,0.22500000000000001,-0.9,null,null,null,null,null,null,50,0.22,-1.1000000000000001,0.22,-1.21,0.22,-1.57,0.22,-1.4,0.22,-1.9]
["Elevation:",{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,"Topographic Factor, Kzt:",{"$f":"#REF!","v":{"$error":"#REF!"}},26.8,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(B17=\"Flat/Gable\",IF(B18<=7,\"Gable Roofs, θ ≤ 7°\",IF(B18<=20,\"Gable Roofs, 7° < θ ≤ 20°\",IF(B18<=27,\"Gable Roofs, 20° < θ ≤ 27°\",IF(B18<=45,\"Gable Roofs, 27° < θ ≤ 45°\",\"TOO STEEP FOR CALCULATION\")))),IF(B17=\"Monoslope \",IF(B18<=3,\"Flat Roofs, θ ≤ 3°\",IF(B18<=10,\"Monoslope Roofs, 3° < θ ≤ 10°\",IF(B18<=30,\"Monoslope Roofs, 10° < θ ≤ 30°\",\"TOO STEEP FOR CALCULATION\"))),\"PICK ROOF TYPE\"))","v":"Monoslope Roofs, 3° < θ ≤ 10°"},null,null,null,100,0.2,-1.3,0.2,-1.8,0.2,-2.1,0.2,-0.9,null,null,null,null,null,null,100,0.2,-1.1000000000000001,0.2,-1.2,0.2,-1.5,0.2,-1.2,0.2,-1.6]
["Mean Roof Height, h:",{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,"Elevation Factor, Ke:",{"$f":"#REF!","v":{"$error":"#REF!"}},26.9,null,null,null,null,null,null,null,null,null,null,null,null,null,null,200,0.2,-1.1499999999999999,0.2,-1.6,0.2,-1.8,0.2,-0.75,null,null,null,null,null,null,200,0.2,-1.1000000000000001,0.2,-1.2,0.2,-1.5,0.2,-1.2,0.2,-1.6]
["Topography:",{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,"Velocity Factor, Kh:",{"$f":"#REF!","v":{"$error":"#REF!"}},"26.10",null,null,null,null,null,null,null,null,null,null,null,null,null,null,500,0.2,-1,0.2,-1.4,0.2,-1.4,0.2,-0.55000000000000004,null,null,null,null,null,null,500,0.2,-1.1000000000000001,0.2,-1.2,0.2,-1.5,0.2,-1.2,0.2,-1.6]
["Hill Height (H):",{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,"Velocity Factor, Kz:",{"$f":"#REF!","v":{"$error":"#REF!"}},"26.10"]
["Half Hill Length (Lh):",{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,"Gust Effect Fator, G:",{"$f":"#REF!","v":{"$error":"#REF!"}},26.11]
["From Top of Crest (x):",{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,"Internal Coeff, Gcpi:",{"$f":"#REF!","v":{"$error":"#REF!"}},26.13]
["Bldg Up/Down Wind:",{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,"Velocity Pressure, qh:",{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gable Roof, 7 < theta <= 20",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Monoslope, 10 < theta <= 30"]
["COMPONENTS & CLADDING - ASCE 7-16 Ch.30.3, PART 1 (Enclosed/Partially Enclosed with h ≤ 60 ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fig 30.3-2B",1,null,"2r",null,"2e",null,"2n",null,"3r",null,"3e",null,null,null,"Fig 30.3-5B",1,null,2,null,3]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area (ft2)","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-",null,null,"Area (ft2)","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-"]
["Roof type :","Monoslope ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10,0.56000000000000005,-2,0.56000000000000005,-3,0.56000000000000005,-2,0.56000000000000005,-3,0.56000000000000005,-3.6,0.56000000000000005,-3,null,null,10,0.4,-1.3,0.4,-1.6,0.4,-2.9]
["Roof Slope :",5,"Deg"]
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[null,"Zone","Area (sq ft)","Pressure (psf)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,50,0.38,-1.1000000000000001,0.38,-2,0.38,-1.1000000000000001,0.38,-2,0.38,-2.35,0.38,-2,null,null,50,0.33,-1.1499999999999999,0.33,-1.31,0.33,-2.29]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,200,0.3,-0.5,0.3,-1.1499999999999999,0.3,-0.5,0.3,-1.1499999999999999,0.3,-1.8,0.3,-1.1499999999999999,null,null,200,0.3,-1.1000000000000001,0.3,-1.2,0.3,-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,500,0.3,-0.5,0.3,-1,0.3,-0.5,0.3,-1,0.3,-1.8,0.3,-1,null,null,500,0.3,-1.1000000000000001,0.3,-1.2,0.3,-2]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gable Roof, 20 < theta <= 27"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fig 30.3-2B",1,null,"2r",null,"2e",null,"2n",null,"3r",null,"3e"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area (ft2)","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,0.48,-1.5,0.48,-2.17,0.48,-1.5,0.48,-2.17,0.48,-2.33,0.48,-2.17]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,50,0.38,-1.25,0.38,-1.7,0.38,-1.25,0.38,-1.7,0.38,-1.8,0.38,-1.7]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,100,0.3,-1.17,0.3,-1.37,0.3,-1.17,0.3,-1.37,0.3,-1.8,0.3,-1.37]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,200,0.3,-0.9,0.3,-1.2,0.3,-0.9,0.3,-1.2,0.3,-1.8,0.3,-1.2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,500,0.3,-0.8,0.3,-1.2,0.3,-0.8,0.3,-1.2,0.3,-1.8,0.3,-1.2]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gable Roof, 27 < theta <= 45"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fig 30.3-2B",1,null,"2r",null,"2e",null,"2n",null,"3r",null,"3e"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area (ft2)","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-","GCp+","GCp-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10,0.9,-1.8,0.9,-1.8,0.9,-1.8,0.9,-2,0.9,-2,0.9,-2.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,0.79,-1.5,0.79,-1.5,0.79,-1.5,0.79,-1.76,0.79,-1.76,0.79,-2.2000000000000002]
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["TITLE"]
["Project Name"]

{"sheet":"ALL_CMU_SPLICES","index":2,"n_rows":27,"n_cols":22,"rows_kept":27,"cut":false,"hidden":false,"merged":[[24,2,24,17],[25,2,25,17],[26,2,26,17],[37,27,37,31],[18,2,18,17],[19,2,19,17],[20,2,20,17],[21,2,21,17],[22,2,22,17],[23,2,23,17],[17,2,17,17],[6,1,6,2],[7,1,7,2],[8,1,8,2],[9,1,9,2],[10,1,10,2],[11,1,11,2],[12,1,12,17],[13,2,13,17],[14,2,14,17],[15,2,15,17],[16,2,16,17],[4,0,5,0],[0,3,0,5],[1,1,1,17],[2,1,3,2],[2,7,2,11],[2,13,2,17]]}
[null,null,null,"HIDE"]
[null,"MASONRY REINFORCING SPLICE TABLE"]
[null,"BAR SIZE",null,null,null,"REINFORCING",null,"SINGLE REINFORCING",null,null,null,null,null,"DOUBLE REINFORCING"]
[null,null,null,null,null,null,null,"8\" CMU",null,"10\" CMU",null,"12\" CMU",null,"8\" CMU",null,"10\" CMU",null,"12\" CMU"]
["HIDE",null,null,null,"Actual Wall Thickness / 2",{"$f":"7.625/2","v":3.8125},null,null,{"$f":"9.625/2","v":4.8125},null,{"$f":"11.625/2","v":5.8125}]
[null,null,null,"db","γ","K","72*DB",null,"K",null,"K",null,"K",null,"K",null,"K"]
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[null,4,null,{"$f":"B8/8","v":0.5},1,3.5625,{"$f":"72*D8","v":36},{"$f":"ROUNDUP(MAX(12,(0.13*(D8^2)*$V$9*E8)/(F8*SQRT($V$8))),0)","v":13},4.5,{"$f":"ROUNDUP(MAX(12,(0.13*($D8^2)*$V$9*$E8)/(I8*SQRT($V$8))),0)","v":12},{"$f":"MIN($K$5-($D8/2),9*$D8,8)","v":4.5},{"$f":"ROUNDUP(MAX(12,(0.13*($D8^2)*$V$9*$E8)/(K8*SQRT($V$8))),0)","v":12},{"$f":"MIN($V$10,9*$D8,8)","v":2},{"$f":"ROUNDUP(MIN(MAX(12,(0.13*($D8^2)*$V$9*$E8)/(M8*SQRT($V$8))),$G8),0)","v":22},{"$f":"MIN($V$10,9*$D8,8)","v":2},{"$f":"ROUNDUP(MIN(MAX(12,(0.13*($D8^2)*$V$9*$E8)/(O8*SQRT($V$8))),$G8),0)","v":22},{"$f":"MIN($V$10,9*$D8,8)","v":2},{"$f":"ROUNDUP(MIN(MAX(12,(0.13*($D8^2)*$V$9*$E8)/(Q8*SQRT($V$8))),$G8),0)","v":22},null,null,"F'm = ",2000]
[null,5,null,0.625,1,3.5,45,{"$f":"ROUND(MAX(12,(0.13*(D9^2)*$V$9*E9)/(F9*SQRT($V$8))),0)","v":19},4.5,{"$f":"ROUNDUP(MAX(12,(0.13*($D9^2)*$V$9*$E9)/(I9*SQRT($V$8))),0)","v":16},5.5,13,2,35,2,35,2,35,null,null,"Fy = ",60000]
[null,6,null,0.75,1.3,3.4375,54,{"$f":"ROUND(MAX(12,(0.13*(D10^2)*$V$9*E10)/(F10*SQRT($V$8))),0)","v":37},4.4375,{"$f":"ROUNDUP(MAX(12,(0.13*($D10^2)*$V$9*$E10)/(I10*SQRT($V$8))),0)","v":29},5.4375,24,2,54,2,54,2,54,null,null,"COVER",2]
[null,7,null,0.875,1.3,3.375,63,"-",4.375,{"$f":"ROUNDUP(MAX(12,(0.13*($D11^2)*$V$9*$E11)/(I11*SQRT($V$8))),0)","v":40},5.375,33,2,"-",2,63,2,63,null,null,"NOTE:","INPUT VALUES IN GRAY CELLS ABOVE. SCHEDULE WILL AUTOMATICALLY UPDATE."]
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[null,"NOTES: "]
[null,"1.","LAP SPLICE LENGTHS ARE IN INCHES."]
[null,"2.","LAP SPLICES IN REINFORCED MASONRY MUST HAVE MINIMUM"]
[null,null,"LENGTHS AS DEFINED ABOVE UNLESS NOTED OTHERWISE"]
[null,"3.","TABULATED VAULES ARE CALCUATED IN ACCORDANCE WITH"]
[null,null,"TMS 402/602-16 CHAPTER 6."]
[null,"4.","SPLICE AND DEVELOPMENT LENGTHS ARE THE SAME VALUE FOR"]
[null,null," HORIZONTAL AND VERTICAL BARS"]
[null,"5.","SINGLE REINFORCING IS A SINGLE BAR CENTERED IN CMU BLOCK"]
[null,null,"CELL, DOUBLE REINFORCING IS TWO BARS IN A CMU BLOCK CELL"]
[null,null,{"$f":"\"WITH \"&V10&\" INCH MINIMUM CLEAR COVER FROM OUTSIDE FACE OF BLOCK.\"","v":"WITH 2 INCH MINIMUM CLEAR COVER FROM OUTSIDE FACE OF BLOCK."}]
[null,"6.","TABULATED VALUES BASED ON UNCOATED REINFORCMENT"]
[null,null,{"$f":"\"WITH A YEILD STRENGTH, Fy =\"&V9/1000&\" KSI\"","v":"WITH A YEILD STRENGTH, Fy =60 KSI"}]
[null,"7.","TABULATED VALUES BASED ON MASONRY COMPRESSIVE"]
[null,null,{"$f":"\"STRENGTH, f'm =\"&V8&\" PSI\"","v":"STRENGTH, f'm =2000 PSI"}]

{"sheet":"ALL_Conc_CompSplice","index":3,"n_rows":13,"n_cols":9,"rows_kept":13,"cut":false,"hidden":false,"merged":[[12,3,12,4],[2,2,2,4],[5,2,5,3],[6,2,6,3],[3,2,3,4],[4,2,4,4],[7,2,7,4],[8,3,8,4],[9,3,9,4],[10,3,10,4],[11,3,11,4]]}
[]
[]
[null,null,"CONCRETE REINFORCING COMPRESSION",null,null,null,null,null,"ENGINEER NOTES:"]
[null,null,"CONTACT SPLICE LENGTH TABLE",null,null,null,null,null,"1.  Remove anchors that are not needed"]
[null,null,"SPECIFIED YIELD STRENGTH "]
[null,null,"(Fy) ≤ 60KSI",null,"(Fy) > 60KSI"]
[null,null,"30*Db",null,"(0.9*FY - 24)Db"]
[null,null,"NOTES:"]
[null,null,"1.","SPLICE LENGTH MUST NOT BE LESS THAN 12 INCHES."]
[null,null,"2.","Db IS BAR DIAMETER."]
[null,null,"3.","COMPRESSION SPLICES PERMITTE ONLY WHEN LAP SPLICE IS NOTED"]
[null,null,null,"IN DRAWINGS AS COMPRESSION, OTHERWISE SEE TENSION SPLICE"]
[null,null,null,"TENSION SPLICE TABLE."]

{"sheet":"ALL_CMU_PIAnchors","index":4,"n_rows":16,"n_cols":9,"rows_kept":16,"cut":false,"hidden":false,"merged":[[2,2,2,4],[3,2,3,3],[4,2,9,3],[10,2,12,3],[13,2,15,3]]}
[]
[]
[null,null,"POST INSTALLED ANCHORS IN MASONRY",null,null,null,null,null,"ENGINEER NOTES:"]
[null,null,"ANCHOR TYPE",null,"ANCHOR",null,null,null,"1.  Remove anchors that are not needed"]
[null,null,"ADHESIVE",null,"HILTI HIT-RE 500V3 (ESR-3814)"]
[null,null,null,null,"HILTI HIT-HY 200 (ESR-3187)"]
[null,null,null,null,"SIMPSON SET-3G (ESR-4057)"]
[null,null,null,null,"SIMPSON AT-3G (ESR-5026, COLD WEATHER)"]
[null,null,null,null,"DEWALT PURE 110+ (ESR-3298)"]
[null,null,null,null,"AC200+ GOLD (ESR-4027, COLD WEATHER)"]
[null,null,"MECHANICAL",null,"HILTI KWIK BOLT TZ2 (ESR-4057)"]
[null,null,null,null,"SIMPSON STRONG-BOLT 2 (ESR-3037)"]
[null,null,null,null,"DEWALT POWER STUD+SD2 (ESR-2502)"]
[null,null,"SCREW",null,"HILTI KWIK EZ (ESR-3027)"]
[null,null,null,null,"SIMPSON TITEN HD (ESR-2713)"]
[null,null,null,null,"DEWALT SCREWBOLT+ (ESR-3889)"]

{"sheet":"ALL_CMU_Strength","index":5,"n_rows":13,"n_cols":9,"rows_kept":13,"cut":false,"hidden":false,"merged":[[7,2,7,3],[8,2,8,4],[4,2,4,4],[5,2,5,3],[6,2,6,3],[14,3,14,4],[15,3,15,4],[9,3,9,4],[10,3,10,4],[11,3,11,4],[12,3,12,4],[13,3,13,4]]}
[]
[]
[]
[]
[null,null,"MASONRY STRENGTH TABLE",null,null,null,null,null,"ENGINEER NOTES:"]
[null,null,"ELEMENT",null,"SPECIFIED COMPRESSIVE STRENGTH",null,null,null,"1.  CLAY MASONRY IS NOT PREFERRED."]
[null,null,"CONCRETE MASONRY",null,"f'm = 2000 PSI"]
[null,null,"GROUT FOR CONCRETE MASONRY",null,"f'g ≥ f'm (2000 PSI MINIMUM)"]
[null,null,"NOTES:"]
[null,null,"1.","PROVIDE MEDIUM WEIGHT HOLLOW CONCRETE MASONRY UNITS"]
[null,null,null,"FOR GENERAL USE UNLESS OTHERWISE NOTED."]
[null,null,"2.","MORTAR FOR CONCRETE MASONRY MUST BE TYPE S AT"]
[null,null,null,"EXTERIOR WALLS AND TYPE N AT INTERIOR WALLS."]

{"sheet":"ConcRebarSplice_2f'c_ACI318-14","index":6,"n_rows":38,"n_cols":22,"rows_kept":38,"cut":false,"hidden":false,"merged":[[17,0,17,2],[5,0,5,11],[13,0,13,11],[14,0,14,2],[15,0,15,2],[16,0,16,2],[29,1,29,11],[18,0,18,2],[19,0,19,2],[20,0,20,11],[21,0,21,2],[22,0,22,2],[23,0,23,2],[24,0,24,2],[25,0,25,2],[26,0,26,2],[27,0,27,11],[28,1,28,11],[36,1,36,11],[37,1,37,11],[30,1,30,11],[31,1,31,11],[32,1,32,11],[33,1,33,11],[34,1,34,11],[35,1,35,11]]}
[]
[null,null,"ENGINEER NOTES:"]
[null,null,"1. Upadate f'c values to match project requirements"]
[null,null,"2. Include Typical Detail w/ ld, lst, ldh diagrams"]
[]
["CONCRETE REINFORCING DEVELOPMENT AND LAP SPLICE TABLE"]
[]
[]
[]
[]
[]
[]
[]
[4500]
["BAR SIZE",null,null,"#3","#4","#5","#6","#7","#8","#9","#10","#11","bar","#3","#4","#5","#6","#7","#8","#9","#10","#11"]
["ld (TOP BARS)",null,null,{"$f":"ROUNDUP((78000/(25*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(D$15,$N$15:$V$15,0)),0)","v":18},{"$f":"ROUNDUP((78000/(25*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(E$15,$N$15:$V$15,0)),0)","v":24},{"$f":"ROUNDUP((78000/(25*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(F$15,$N$15:$V$15,0)),0)","v":30},{"$f":"ROUNDUP((78000/(25*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(G$15,$N$15:$V$15,0)),0)","v":35},{"$f":"ROUNDUP((78000/(20*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(H$15,$N$15:$V$15,0)),0)","v":51},{"$f":"ROUNDUP((78000/(20*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(I$15,$N$15:$V$15,0)),0)","v":59},{"$f":"ROUNDUP((78000/(20*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(J$15,$N$15:$V$15,0)),0)","v":66},{"$f":"ROUNDUP((78000/(20*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(K$15,$N$15:$V$15,0)),0)","v":74},{"$f":"ROUNDUP((78000/(20*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(L$15,$N$15:$V$15,0)),0)","v":82},"db",0.375,0.5,0.625,0.75,0.875,1,1.1279999999999999,1.27,1.41]
["ld (OTHER BARS)",null,null,{"$f":"ROUNDUP((60000/(25*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(D$15,$N$15:$V$15,0)),0)","v":14},{"$f":"ROUNDUP((60000/(25*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(E$15,$N$15:$V$15,0)),0)","v":18},{"$f":"ROUNDUP((60000/(25*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(F$15,$N$15:$V$15,0)),0)","v":23},{"$f":"ROUNDUP((60000/(25*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(G$15,$N$15:$V$15,0)),0)","v":27},{"$f":"ROUNDUP((60000/(20*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(H$15,$N$15:$V$15,0)),0)","v":40},{"$f":"ROUNDUP((60000/(20*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(I$15,$N$15:$V$15,0)),0)","v":45},{"$f":"ROUNDUP((60000/(20*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(J$15,$N$15:$V$15,0)),0)","v":51},{"$f":"ROUNDUP((60000/(20*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(K$15,$N$15:$V$15,0)),0)","v":57},{"$f":"ROUNDUP((60000/(20*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(L$15,$N$15:$V$15,0)),0)","v":64}]
["lst (TOP BARS)",null,null,{"$f":"ROUNDUP(1.3*D16,0)","v":24},{"$f":"ROUNDUP(1.3*E16,0)","v":32},39,46,67,77,86,97,107]
["lst (OTHER BARS)",null,null,{"$f":"D16","v":18},{"$f":"E16","v":24},30,35,51,59,66,74,82]
["ldh",null,null,{"$f":"IF(ROUNDUP((62400/(50*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(D$15,$N$15:$V$15,0)),0)<12,12,ROUNDUP((62400/(50*SQRT($A$14)))*INDEX($N$16:$V$16,1,MATCH(D$15,$N$15:$V$15,0)),0))","v":12},12,12,14,17,19,21,24,27]
[5000]
["BAR SIZE",null,null,{"$f":"D15","v":"#3"},{"$f":"E15","v":"#4"},"#5","#6","#7","#8","#9","#10","#11"]
["ld (TOP BARS)",null,null,{"$f":"ROUNDUP((78000/(25*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(D$15,$N$15:$V$15,0)),0)","v":17},{"$f":"ROUNDUP((78000/(25*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(E$15,$N$15:$V$15,0)),0)","v":23},{"$f":"ROUNDUP((78000/(25*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(F$15,$N$15:$V$15,0)),0)","v":28},{"$f":"ROUNDUP((78000/(25*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(G$15,$N$15:$V$15,0)),0)","v":34},{"$f":"ROUNDUP((78000/(20*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(H$15,$N$15:$V$15,0)),0)","v":49},{"$f":"ROUNDUP((78000/(20*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(I$15,$N$15:$V$15,0)),0)","v":56},{"$f":"ROUNDUP((78000/(20*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(J$15,$N$15:$V$15,0)),0)","v":63},{"$f":"ROUNDUP((78000/(20*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(K$15,$N$15:$V$15,0)),0)","v":71},{"$f":"ROUNDUP((78000/(20*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(L$15,$N$15:$V$15,0)),0)","v":78}]
["ld (OTHER BARS)",null,null,{"$f":"ROUNDUP((60000/(25*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(D$15,$N$15:$V$15,0)),0)","v":13},{"$f":"ROUNDUP((60000/(25*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(E$15,$N$15:$V$15,0)),0)","v":17},{"$f":"ROUNDUP((60000/(25*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(F$15,$N$15:$V$15,0)),0)","v":22},{"$f":"ROUNDUP((60000/(25*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(G$15,$N$15:$V$15,0)),0)","v":26},{"$f":"ROUNDUP((60000/(20*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(H$15,$N$15:$V$15,0)),0)","v":38},{"$f":"ROUNDUP((60000/(20*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(I$15,$N$15:$V$15,0)),0)","v":43},{"$f":"ROUNDUP((60000/(20*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(J$15,$N$15:$V$15,0)),0)","v":48},{"$f":"ROUNDUP((60000/(20*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(K$15,$N$15:$V$15,0)),0)","v":54},{"$f":"ROUNDUP((60000/(20*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(L$15,$N$15:$V$15,0)),0)","v":60}]
["lst (TOP BARS)",null,null,{"$f":"ROUNDUP(1.3*D23,0)","v":23},{"$f":"ROUNDUP(1.3*E23,0)","v":30},37,45,64,73,82,93,102]
["lst (OTHER BARS)",null,null,{"$f":"D23","v":17},{"$f":"E23","v":23},28,34,49,56,63,71,78]
["ldh",null,null,{"$f":"IF(ROUNDUP((62400/(50*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(D$15,$N$15:$V$15,0)),0)<12,12,ROUNDUP((62400/(50*SQRT($A$21)))*INDEX($N$16:$V$16,1,MATCH(D$15,$N$15:$V$15,0)),0))","v":12},12,12,14,16,18,20,23,25]
["NOTES:"]
["1.","LENGTHS SHOWN ARE IN INCHES."]
["2.","LENGTHS SHOWN ABOVE ARE FOR SINGLE REINFORCING BARS WITH MAXIMUM YIELD STRENGTH OF 60KSI."]
["3.","LENGTHS SHOWN ASSUME CLEAR SPACING OF BARS ARE AT LEAST 2 TIMES BAR DIAMETER AND CLEAR COVER OF AT LEAST ONE BAR DIAMETER."]
["4.","LENGTHS SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE. FOR LIGHT WEIGHT CONCRETE, MULTIPLY VALUES BY 1.3."]
["5.","FOR EPOXY COATED BARS, MULTIPLY VALUES BY 1.5."]
["6.","WHEN SPLICING BARS OF DIFFERENT SIZES, USE SPLICE LENGTH FOR LARGER BAR."]
["7.","SPLICES (LAPS) OF REINFORCING BARS MUST BE CLASS 'B' TENSION LAPS PER ACI 318, UNLESS NOTED OTHERWISE."]
[null,"lst VALUES ABOVE TO BE DIVIDED BY 1.3 FOR CLASS 'A' SPLICE."]
["8.","TOP BARS ARE HORIZONTAL REINFORCING BARS WITH 12 INCHES OR MORE OF FRESH CONCRETE IS PLACED BELOW."]
["9.","OTHER BARS ARE ANY REINFORCING BARS THAT DO NOT MEET QUALIFICATION FOR TOP BARS."]

{"sheet":"S_ConcMix","index":7,"n_rows":34,"n_cols":12,"rows_kept":34,"cut":false,"hidden":false,"merged":[[30,3,30,6],[31,3,31,6],[29,3,29,6],[16,3,16,6],[17,3,17,6],[22,3,22,6],[23,3,23,6],[24,3,24,6],[26,3,26,6],[32,3,32,6],[33,3,33,6],[9,2,9,4],[25,3,25,6],[28,3,28,6],[19,3,19,6],[10,2,10,4],[11,2,11,4],[12,2,12,6],[13,3,13,6],[14,3,14,6],[15,3,15,6],[18,3,18,6],[27,3,27,6],[20,3,20,6],[21,3,21,6],[4,2,4,6],[5,2,5,4],[6,2,6,4],[7,2,7,4],[8,2,8,4]]}
[]
[null,"** THIS TABLE IS TO BE USED ONLY IF SPECIFICATIONS ARE  INCLUDED IN THE PROJECT**"]
[]
[]
[null,null,"CONCRETE MIX DESIGN TABLE"]
[null,null,"ELEMENT",null,null,"f'c (PSI), WEIGHT","EXPOSURE CLASS\n(NOTES 1 & 2)"]
[null,null,"FOOTINGS",null,null,"4500, NW","F0, S2, W0, C1",null,null,null,"**ENGINEER'S NOTES:**"]
[null,null,"FOUNDATION (STEM) WALLS",null,null,"4500, NW","F1, S2, W0, C1",null,null,null,"1.","VERIFY EXPOSURE CLASS W/ GEOTECH AND UFC"]
[null,null,"ADMIN INTERIOR SLAB ON GRADE",null,null,"4500, NW","F0, S2, W0, C0",null,null,null,"2.","THIS TABLE SHOULD BE PROVIDED ON ALL PROJECTS AND COORDINATED W/ SPECS"]
[null,null,"HANGAR BAY INTERIOR SLAB ON GRADE",null,null,"5000, NW","F0, S2, W0, C1"]
[null,null,"EXTERIOR SLABS",null,null,"4500, NW","F1, S2, W0, C1"]
[null,null,"LEVELING GROUT",null,null,"5000, NW"]
[null,null,"NOTES:"]
[null,null,"1.","EXPOSURE CLASS INDICATES THE SEVERITY OF THE ANTICIPATED"]
[null,null,null,"EXPOSURE OF CONCRETE MEMBERS, IN ACCORDANCE WITH ACI 318,"]
[null,null,null,"CHAPTER 18."]
[null,null,"2.","PROVIDE TYPE V OR EQUIVALENT SULFATE RESISTANT CEMENT (AS "]
[null,null,null,"APPROVED BY THE ENGINEER) IN ALL CONCRETE."]
[null,null,"3.","CONCRETE STRENGTH, f'c, IS THE COMPRESSIVE STRENGTH AT"]
[null,null,null,"28 DAYS UNLESS NOTED OTHERWISE."]
[null,null,"4.","NORMAL WEIGHT (NW) CONCRETE SHALL HAVE A DRY DENSITY OF "]
[null,null,null,"145 ±4 PCF, UNO. LIGHTWEIGHT CONCRETE (LW) MUST HAVE A"]
[null,null,null,"DRY DENSITY OF 115 ±5 PCF UNO. "]
[null,null,"5.","MIX DESIGNS MUST BE IN ACCORDANCE WITH ACI 301."]
[null,null,"6.","WHERE CONCRETE IS EXPOSURE CLASS F3, RESTRICTIONS ON"]
[null,null,null,"MAXIMUM FLY ASH AND/OR OTHER CEMENTITIOUS MATERIALS APPLY."]
[null,null,null,"REFER TO ACI 318, TABLE 26.4.2.2(B) FOR REQUIREMENTS."]
[null,null,"7.","AIR CONTENT FOR F1 EXPOSURE MUST BE BETWEEN 4.5% TO 6% UNLESS"]
[null,null,null,"APPROVED OTHERWISE BY THE ENGINEER. THERE IS NO AIR CONTENT "]
[null,null,null,"REQUIREMENT FOR THE F0 EXPOSURE CONCRETE."]
[null,null,"8.","MAXIMUM W/C RATIO MUST NOT BE EXCEEDED. APPROVED ADMIXTURES"]
[null,null,null,"SUCH AS PLASTICIZERS MAY BE USED ON SITE."]
[null,null,"9.","CONCRETE FLEXURAL STRENGTH OF HANGAR BAY SOG WILL BE 550 PSI"]
[null,null,null,"MIN AND 650 PSI MAX AT 90 DAYS."]

{"sheet":"Table_Conc_Matl_Designation","index":8,"n_rows":23,"n_cols":7,"rows_kept":23,"cut":false,"hidden":false,"merged":[[19,0,19,11],[20,1,20,11],[13,0,13,5],[13,6,13,11],[14,0,14,5],[14,6,14,11],[17,6,17,11],[17,0,17,5],[11,0,11,5],[11,6,11,11],[12,0,12,5],[12,6,12,11],[18,0,18,5],[18,6,18,11],[15,0,15,5],[16,0,16,5],[15,6,15,11],[16,6,16,11],[10,0,10,5],[3,0,3,5],[3,6,3,11],[6,0,6,5],[6,6,6,11],[7,0,7,5],[7,6,7,11],[8,0,8,5],[8,6,8,11],[4,0,4,5],[4,6,4,11],[5,0,5,5],[5,6,5,11],[10,6,10,11],[0,0,0,11],[1,0,1,5],[1,6,1,11],[9,0,9,5],[9,6,9,11],[2,0,2,5],[2,6,2,11]]}
["CONCRETE MATERIALS DESIGNATION TABLE"]
["MATERIAL",null,null,null,null,null,"STANDARD"]
["PORTLAND CEMENT",null,null,null,null,null,"ASTM C150"]
["LEVELING GROUT (NON-SHRINK, NON-METALLIC)",null,null,null,null,null,"ASTM C1107"]
["FLY ASH",null,null,null,null,null,"ASTM C618"]
["AGGREGATE",null,null,null,null,null,"ASTM C33"]
["WATER",null,null,null,null,null,"ASTM C1602 "]
["WATER REDUCING ADMIXTURE",null,null,null,null,null,"ASTM C494, TYPE A OR TYPE D"]
["HIGH RANGE WATER REDUCING ADMIXTURE",null,null,null,null,null,"ASTM C494, TYPE F OR TYPE G"]
["ACCELERATOR ADMIXTURE",null,null,null,null,null,"ASTM C494, TYPE C OR TYPE E"]
["AIR ENTRAINING ADMIXTURE",null,null,null,null,null,"ASTM C260"]
["LIGHTWEIGHT AGGREGATES",null,null,null,null,null,"ASTM C330"]
["CURING COMPOUND",null,null,null,null,null,"ASTM C309, TYPE 1, CLASS A"]
["DEFORMED REINFORCING BARS",null,null,null,null,null,"ASTM A615, GRADE 60"]
["WELDED REINFORCING BARS",null,null,null,null,null,"ASTM A706, GRADE 60"]
["EPOXY COATED DEFORMED REINFORCING BARS",null,null,null,null,null,"ASTM A 775, GRADE 60"]
["EPOXY COATED WELDED WIRE REINFORCEMENT",null,null,null,null,null,"ASTM A 884"]
["WELDED WIRE REINFORCEMENT",null,null,null,null,null,"ASTM A185 OR A497"]
["VAPOR RETARDER BELOW SLAB-ON-GRADE \n",null,null,null,null,null,"ASTM E1745, CLASS A"]
["NOTE:"]
["1.","TYPE III PORTLAND CEMENT MAY BE USED WHEN NOT REQUIRED BY THESE DOCUMENTS, AT NO ADDITIONAL COST TO THE OWNER, AT CONTRACTOR’S CHOOSING, WHEN APPROVED BY THE PROJECT MANAGER AND STRUCTURAL ENGINEER. "]
[]
[null,"***EDITORS NOTE: THIS TABLE IS TO BE USED ONLY IF SPECIFICATIONS ARE NOT INCLUDED IN THE PROJECT"]

{"sheet":"Table_Conc_Mix_Design NO SPEC","index":9,"n_rows":25,"n_cols":14,"rows_kept":25,"cut":false,"hidden":false,"merged":[[28,0,28,11],[25,0,26,11],[2,10,2,11],[1,10,1,11],[20,1,20,11],[19,1,19,11],[6,7,6,8],[5,7,5,8],[3,7,3,8],[6,10,6,11],[6,0,6,2],[5,0,5,2],[5,10,5,11],[11,0,11,2],[24,1,24,11],[22,1,22,11],[18,0,18,11],[0,0,0,11],[2,7,2,8],[1,7,1,8],[3,0,3,2],[2,0,2,2],[1,0,1,2],[3,10,3,11],[4,0,4,2],[4,7,4,8],[4,10,4,11],[8,0,8,2],[8,7,8,8],[8,10,8,11],[23,1,23,11],[12,13,14,24],[10,7,10,8],[10,0,10,2],[7,10,7,11],[9,10,9,11],[10,10,10,11],[7,0,7,2],[9,0,9,2],[21,1,21,11],[12,0,12,11],[14,2,14,11],[13,1,13,11],[17,2,17,11],[15,1,15,11],[16,2,16,11]]}
["CONCRETE MIX DESIGN TABLE"]
["ELEMENT",null,null,"f'c (PSI), WEIGHT","CEMENT TYPE","MAX W/C","MAX AGG","AIR CONTENT",null,"SLUMP","EXPOSURE CLASS"]
["FOOTINGS",null,null,"4000, NW","I/II",0.55000000000000004,"1\"","5%  ± 1.5%",null,"≤6” ±1.5”","F0, S0, W0, C1"]
["FOUNDATION (STEM) WALLS",null,null,"4000, NW","I/II",0.45,"1\"","6%  ± 1.0%",null,"≤4” ±1”","F0, S0, W0, C1"]
["RETAINING WALLS",null,null,"4500, NW","II/V",0.45,"1\"","6%  ± 1.0%"]
["INTERIOR SLABS ON GRADE",null,null,"3000, NW","II/V",0.55000000000000004,"3/4\"",null,null,"≤6” ±1.5”","F0, S0, W0, C1"]
["EXTERIOR SLABS",null,null,"4500, NW","II/V",0.4,"3/4\"",null,null,"≤6” ±1.5” ","F0, S0, W0, C0"]
["EXTERIOR CIP WALLS (ABOVE GRADE)",null,null,"4500, NW","I/II/III",0.45,"3/4\""]
["INTERIOR CIP WALLS (ABOVE GRADE)",null,null,"4500, NW","I/II/III",0.45,"3/4\""]
["PRECAST CONCRETE WALL PANELS"]
["TILT UP CONCRETE WALL PANELS"]
["LEVELING GROUT",null,null,"5000, NW"]
["TABLE FOOTNOTES:",null,null,null,null,null,null,null,null,null,null,null,null,"***ENGINEER'S NOTES: \n1. MINIMUM AIR CONTENT EQUALS 5% IF CONCRETE IS EXPOSED TO FREEZING TEMPERATURE AND MOISTURE REGARDLESS OF VALUE INDICATED IN TABLE. \nTOLERANCE ON AIR CONTENT AS DELIVERED IS +/- 1.5%.\n2. VERIFY EXPOSURE CLASS WITH GEOTECH AND UFC\n3. THIS TABLE IS TO BE USED ONLY ON PROJECTS THAT DO NOT INCLUDE SPECIFICATIONS"]
["1.","EXPOSURE CLASS:"]
[null,"A.","EXPOSURE CLASS INDICATES THE SEVERITY OF THE ANTICIPATED EXPOSURE OF CONCRETE MEMBERS, IN ACCORDANCE WITH ACI 318, CHAPTER 18. "]
["2.","CONCRETE MIX SUPPLIER IS TO ENSURE THAT THE MAXIMUM WATER-SOLUBLE CHLORIDE ION (CL-) CONTENT IN CONCRETE, BY % WEIGHT OF CEMENT, IS BELOW THE FOLLOWING THRESHOLDS (PER ACI 318 TABLE 19.3.2.1):",null,null,null,null,null,null,null,null,null,null,null,"4. REVIEW ROOFING MFR REQUIREMENTS FOR USING LW CONCRETE ON ROOF DECK."]
[null,"A.","REINFORCED CONCRETE: C0 = 1.0; C1 = 0.3; C2 = 0.15"]
[null,"B.","PRESTRESSED CONCRETE: C0 = C1 = C2 = 0.06"]
["GENERAL CONCRETE MIX NOTES:"]
["1.","CONCRETE STRENGTH, f'c, IS THE COMPRESSIVE STRENGTH AT 28 DAYS UNLESS NOTED OTHERWISE."]
["2.","NORMAL WEIGHT CONCRETE SHALL HAVE A DRY DENSITY OF 145 ±4 PCF UNLESS NOTED OTHERWISE. LIGHTWEIGHT CONCRETE (LW) SHALL HAVE A DRY DENSITY OF 115 ±5 PCF UNLESS NOTED OTHERWISE. "]
["3.","MIX DESIGNS MUST BE IN ACCORDANCE WITH ACI 301."]
["4.","WHERE CONCRETE IS EXPOSURE CLASS F3, RESTRICTIONS ON MAXIMUM FLY ASH AND/OR OTHER CEMENTITIOUS MATERIALS APPLY. REFER TO ACI 318, TABLE 26.4.2.2(B) FOR REQUIREMENTS."]
["5.","IF ADDITIONAL SLUMP (UP TO 8\") IS DESIRED FOR PUMPING, A SUPER-PLASTICIZER ADMIXTURE MAY BE ADDED."]
["6.","NO WATER MAY BE ADDED TO THE CONCRETE MIX ON SITE UNLESS APPROVED OTHERWISE BY THE STRUCTURAL ENGINEER."]

{"sheet":"Table_Conc_Mix_Design","index":10,"n_rows":22,"n_cols":8,"rows_kept":22,"cut":false,"hidden":false,"merged":[[0,0,0,5],[1,0,1,2],[1,4,1,5],[2,0,2,2],[2,4,2,5],[5,0,5,2],[5,4,5,5],[6,0,6,2],[6,4,6,5],[3,0,3,2],[3,4,3,5],[4,0,4,2],[4,4,4,5],[12,7,14,18],[13,1,13,5],[14,2,14,5],[7,0,7,2],[7,4,7,5],[8,0,8,2],[8,4,8,5],[9,0,9,2],[9,4,9,5],[11,0,11,2],[25,0,25,5],[15,0,15,5],[16,1,16,5],[17,1,17,5],[10,0,10,2],[10,4,10,5],[12,0,12,5],[18,1,18,5],[19,1,19,5],[20,1,20,5],[21,1,21,5],[22,0,23,5]]}
["CONCRETE MIX DESIGN TABLE"]
["ELEMENT",null,null,"f'c (PSI), WEIGHT","EXPOSURE CLASS"]
["FOOTINGS",null,null,"4000, NW","F0, S0, W0, C1"]
["FOUNDATION (STEM) WALLS",null,null,"4000, NW","F0, S0, W0, C1"]
["RETAINING WALLS",null,null,"4500, NW"]
["INTERIOR SLABS ON GRADE",null,null,"3000, NW","F0, S0, W0, C1"]
["EXTERIOR SLABS",null,null,"4500, NW","F0, S0, W0, C0"]
["EXTERIOR CIP WALLS (ABOVE GRADE)",null,null,"4500, NW"]
["INTERIOR CIP WALLS (ABOVE GRADE)",null,null,"4500, NW"]
["PRECAST CONCRETE WALL PANELS"]
["TILT UP CONCRETE WALL PANELS"]
["LEVELING GROUT",null,null,"5000, NW"]
["TABLE FOOTNOTES:",null,null,null,null,null,null,"***ENGINEER'S NOTES: \n1. VERIFY EXPOSURE CLASS WITH GEOTECH AND UFC\n2. THIS TABLE SHOULD BE PROVIDED ON ALL PROJECTS AND COORDINATED WITH SPECIFICATIONS."]
["1.","EXPOSURE CLASS:"]
[null,"A.","EXPOSURE CLASS INDICATES THE SEVERITY OF THE ANTICIPATED EXPOSURE OF CONCRETE MEMBERS, IN ACCORDANCE WITH ACI 318, CHAPTER 18. "]
["GENERAL CONCRETE MIX NOTES:"]
["1.","CONCRETE STRENGTH, f'c, IS THE COMPRESSIVE STRENGTH AT 28 DAYS UNLESS NOTED OTHERWISE."]
["2.","NORMAL WEIGHT CONCRETE SHALL HAVE A DRY DENSITY OF 145 ±4 PCF UNLESS NOTED OTHERWISE. LIGHTWEIGHT CONCRETE (LW) SHALL HAVE A DRY DENSITY OF 115 ±5 PCF UNLESS NOTED OTHERWISE. "]
["3.","MIX DESIGNS MUST BE IN ACCORDANCE WITH ACI 301."]
["4.","WHERE CONCRETE IS EXPOSURE CLASS F3, RESTRICTIONS ON MAXIMUM FLY ASH AND/OR OTHER CEMENTITIOUS MATERIALS APPLY. REFER TO ACI 318, TABLE 26.4.2.2(B) FOR REQUIREMENTS."]
["5.","IF ADDITIONAL SLUMP (UP TO 8\") IS DESIRED FOR PUMPING, A SUPER-PLASTICIZER ADMIXTURE MAY BE ADDED."]
["6.","NO WATER MAY BE ADDED TO THE CONCRETE MIX ON SITE UNLESS APPROVED OTHERWISE BY THE STRUCTURAL ENGINEER."]

{"sheet":"Table_Conc_Reinf_Develp_Splice","index":11,"n_rows":26,"n_cols":22,"rows_kept":26,"cut":false,"hidden":false,"merged":[[19,1,19,11],[18,1,18,11],[17,1,17,11],[25,1,25,11],[24,1,24,11],[22,1,22,11],[21,1,21,11],[20,1,20,11],[23,1,23,11],[0,0,0,11],[2,0,2,11],[16,0,16,11],[3,0,3,2],[10,0,10,2],[9,0,9,11],[8,0,8,2],[7,0,7,2],[6,0,6,2],[5,0,5,2],[4,0,4,2],[15,0,15,2],[14,0,14,2],[13,0,13,2],[12,0,12,2],[11,0,11,2]]}
["CONCRETE REINFORCING DEVELOPMENT AND LAP SPLICE TABLE"]
[]
[3000]
["BAR SIZE",null,null,"#3","#4","#5","#6","#7","#8","#9","#10","#11","bar","#3","#4","#5","#6","#7","#8","#9","#10","#11"]
["ld (TOP BARS)",null,null,{"$f":"ROUNDUP((78000/(25*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(D$4,$N$4:$V$4,0)),0)","v":22},{"$f":"ROUNDUP((78000/(25*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(E$4,$N$4:$V$4,0)),0)","v":29},{"$f":"ROUNDUP((78000/(25*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(F$4,$N$4:$V$4,0)),0)","v":36},{"$f":"ROUNDUP((78000/(25*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(G$4,$N$4:$V$4,0)),0)","v":43},{"$f":"ROUNDUP((78000/(20*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(H$4,$N$4:$V$4,0)),0)","v":63},{"$f":"ROUNDUP((78000/(20*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(I$4,$N$4:$V$4,0)),0)","v":72},{"$f":"ROUNDUP((78000/(20*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(J$4,$N$4:$V$4,0)),0)","v":81},{"$f":"ROUNDUP((78000/(20*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(K$4,$N$4:$V$4,0)),0)","v":91},{"$f":"ROUNDUP((78000/(20*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(L$4,$N$4:$V$4,0)),0)","v":101},"db",0.375,0.5,0.625,0.75,0.875,1,1.1279999999999999,1.27,1.41]
["ld (OTHER BARS)",null,null,{"$f":"ROUNDUP((60000/(25*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(D$4,$N$4:$V$4,0)),0)","v":17},{"$f":"ROUNDUP((60000/(25*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(E$4,$N$4:$V$4,0)),0)","v":22},{"$f":"ROUNDUP((60000/(25*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(F$4,$N$4:$V$4,0)),0)","v":28},{"$f":"ROUNDUP((60000/(25*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(G$4,$N$4:$V$4,0)),0)","v":33},{"$f":"ROUNDUP((60000/(20*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(H$4,$N$4:$V$4,0)),0)","v":48},{"$f":"ROUNDUP((60000/(20*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(I$4,$N$4:$V$4,0)),0)","v":55},{"$f":"ROUNDUP((60000/(20*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(J$4,$N$4:$V$4,0)),0)","v":62},{"$f":"ROUNDUP((60000/(20*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(K$4,$N$4:$V$4,0)),0)","v":70},{"$f":"ROUNDUP((60000/(20*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(L$4,$N$4:$V$4,0)),0)","v":78}]
["lst (TOP BARS)",null,null,{"$f":"ROUNDUP(1.3*D5,0)","v":29},{"$f":"ROUNDUP(1.3*E5,0)","v":38},47,56,82,94,106,119,132]
["lst (OTHER BARS)",null,null,{"$f":"D5","v":22},{"$f":"E5","v":29},36,43,63,72,81,91,101]
["ldh",null,null,{"$f":"IF(ROUNDUP((62400/(50*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(D$4,$N$4:$V$4,0)),0)<12,12,ROUNDUP((62400/(50*SQRT($A$3)))*INDEX($N$5:$V$5,1,MATCH(D$4,$N$4:$V$4,0)),0))","v":12},12,15,18,20,23,26,29,33]
[4000]
["BAR SIZE",null,null,{"$f":"D4","v":"#3"},{"$f":"E4","v":"#4"},"#5","#6","#7","#8","#9","#10","#11"]
["ld (TOP BARS)",null,null,{"$f":"ROUNDUP((78000/(25*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(D$4,$N$4:$V$4,0)),0)","v":19},{"$f":"ROUNDUP((78000/(25*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(E$4,$N$4:$V$4,0)),0)","v":25},{"$f":"ROUNDUP((78000/(25*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(F$4,$N$4:$V$4,0)),0)","v":31},{"$f":"ROUNDUP((78000/(25*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(G$4,$N$4:$V$4,0)),0)","v":37},{"$f":"ROUNDUP((78000/(20*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(H$4,$N$4:$V$4,0)),0)","v":54},{"$f":"ROUNDUP((78000/(20*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(I$4,$N$4:$V$4,0)),0)","v":62},{"$f":"ROUNDUP((78000/(20*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(J$4,$N$4:$V$4,0)),0)","v":70},{"$f":"ROUNDUP((78000/(20*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(K$4,$N$4:$V$4,0)),0)","v":79},{"$f":"ROUNDUP((78000/(20*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(L$4,$N$4:$V$4,0)),0)","v":87}]
["ld (OTHER BARS)",null,null,{"$f":"ROUNDUP((60000/(25*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(D$4,$N$4:$V$4,0)),0)","v":15},{"$f":"ROUNDUP((60000/(25*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(E$4,$N$4:$V$4,0)),0)","v":19},{"$f":"ROUNDUP((60000/(25*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(F$4,$N$4:$V$4,0)),0)","v":24},{"$f":"ROUNDUP((60000/(25*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(G$4,$N$4:$V$4,0)),0)","v":29},{"$f":"ROUNDUP((60000/(20*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(H$4,$N$4:$V$4,0)),0)","v":42},{"$f":"ROUNDUP((60000/(20*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(I$4,$N$4:$V$4,0)),0)","v":48},{"$f":"ROUNDUP((60000/(20*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(J$4,$N$4:$V$4,0)),0)","v":54},{"$f":"ROUNDUP((60000/(20*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(K$4,$N$4:$V$4,0)),0)","v":61},{"$f":"ROUNDUP((60000/(20*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(L$4,$N$4:$V$4,0)),0)","v":67}]
["lst (TOP BARS)",null,null,{"$f":"ROUNDUP(1.3*D12,0)","v":25},{"$f":"ROUNDUP(1.3*E12,0)","v":33},41,49,71,81,91,103,114]
["lst (OTHER BARS)",null,null,{"$f":"D12","v":19},{"$f":"E12","v":25},31,37,54,62,70,79,87]
["ldh",null,null,{"$f":"IF(ROUNDUP((62400/(50*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(D$4,$N$4:$V$4,0)),0)<12,12,ROUNDUP((62400/(50*SQRT($A$10)))*INDEX($N$5:$V$5,1,MATCH(D$4,$N$4:$V$4,0)),0))","v":12},12,13,15,18,20,23,26,28]
["NOTES:"]
["1.","LENGTHS SHOWN ARE IN INCHES."]
["2.","LENGTHS SHOWN ABOVE ARE FOR SINGLE REINFORCING BARS WITH MAXIMUM YIELD STRENGTH OF 60KSI."]
["3.","LENGTHS SHOWN ASSUME CLEAR SPACING OF BARS ARE AT LEAST 2 TIMES BAR DIAMETER AND CLEAR COVER OF AT LEAST ONE BAR DIAMETER."]
["4.","LENGTHS SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE. FOR LIGHT WEIGHT CONCRETE, MULTIPLY VALUES BY 1.3."]
["5.","FOR EPOXY COATED BARS, MULTIPLY VALUES BY 1.5."]
["6.","WHEN SPLICING BARS OF DIFFERENT SIZES, USE SPLICE LENGTH FOR LARGER BAR."]
["7.","SPLICES (LAPS) OF REINFORCING BARS MUST BE CLASS 'B' TENSION LAPS PER ACI 318, UNLESS NOTED OTHERWISE. VALUES ABOVE TO BE MULTIPLIED BY 1.3 FOR CLASS 'B' TENSION LAPS."]
["8.","TOP BARS ARE HORIZONTAL REINFORCING BARS WITH 12 INCHES OR MORE OF FRESH CONCRETE IS PLACED BELOW."]
["9.","OTHER BARS ARE ANY REINFORCING BARS THAT DO NOT MEET QUALIFICATION FOR TOP BARS."]

{"sheet":"Table_Conc_Reinf_Comp_Splice","index":12,"n_rows":7,"n_cols":6,"rows_kept":7,"cut":false,"hidden":false,"merged":[[6,1,6,11],[5,1,5,11],[4,1,4,11],[3,0,3,11],[0,0,0,11],[2,5,2,11],[1,5,1,11],[2,0,2,4],[1,0,1,4]]}
["CONCRETE REINFORCING COMPRESSION CONTACT \nSPLICE LENGTH TABLE"]
["SPECIFIED YIELD STRENGTH \n(FY) ≤ 60KSI",null,null,null,null,"SPECIFIED YIELD STRENGTH\n(FY) > 60KSI"]
["30*Db",null,null,null,null,"(0.9*FY - 24)Db"]
["NOTES:"]
["1.","SPLICE LENGTH MUST NOT BE LESS THAN 12 INCHES."]
["2.","Db IS BAR DIAMETER."]
["3.","COMPRESSION SPLICES PERMITTED ONLY WHEN LAP SPLICE IS NOTED IN DRAWINGS AS COMPRESSION, OTHERWISE SEE TENSION SPLICE TABLE."]

{"sheet":"Table_Conc_Cover_Non_Fire_Rated","index":13,"n_rows":20,"n_cols":12,"rows_kept":20,"cut":false,"hidden":false,"merged":[[16,1,16,12],[14,1,14,12],[13,1,13,12],[12,1,12,12],[11,1,11,12],[15,1,15,12],[0,0,0,12],[5,11,5,12],[2,11,2,12],[7,5,7,9],[6,5,6,9],[1,11,1,12],[7,11,7,12],[6,11,6,12],[3,10,4,10],[3,11,4,12],[1,5,1,9],[1,0,1,4],[2,0,2,4],[2,5,2,9],[8,10,9,10],[8,11,9,12],[10,0,10,4],[6,0,9,4],[3,0,5,4],[8,5,9,9],[3,5,5,9]]}
["REQUIRED CONCRETE COVER FOR NON-FIRE RATED ASSEMBLIES"]
["CONCRETE EXPOSURE",null,null,null,null,"MEMBER",null,null,null,null,"REINFORCEMENT","COVER (IN)1"]
["CONCRETE CAST AGAINST & PERMANENTLY IN CONTACT WITH GROUND (FOUNDATIONS, GRADE BEAMS OR SLAB TURNED DOWN EDGES)",null,null,null,null,"ALL",null,null,null,null,"ALL",3]
["CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND",null,null,null,null,"ALL",null,null,null,null,"#5 BAR, W31 OR D31 WIRE AND SMALLER",1.5]
[]
[null,null,null,null,null,null,null,null,null,null,"#6 THROUGH #18",2]
["CONCRETE NOT EXPOSED TO \nEARTH OR IN CONTACT WITH GROUND",null,null,null,null,"SLABS AND WALLS",null,null,null,null,"#11 AND SMALLER",0.75]
[null,null,null,null,null,"WALLS, SLABS #11 AND SMALLER ",null,null,null,null,"#14 AND #18",1.5]
[null,null,null,null,null,"BEAMS, COLUMNS, PIERS & TENSION TIES",null,null,null,null,"PRIMARY REINF, STIRRUPS, TIES, SPIRALS AND HOOPS",1.5]
[]
["NOTES:"]
["1.","CLEAR COVER FOR NON-PRESTRESSED REINFORCEMENT IN CAST-IN-PLACE CONCRETE ONLY."]
["2.","CLEAR COVER REQUIREMENTS FOR MEMBERS OTHER THAN NON-PRESTRESSED CAST-IN-PLACE CONCRETE SHALL BE PER ACI 318."]
["3.","PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE PROTECTION AS SPECIFIED ABOVE."]
["4.","DIMENSIONS FOR BAR PLACEMENT GIVEN IN SECTIONS AND DETAILS ARE TO SUPERSEDE THE MINIMUM COVER REQUIREMENTS SPECIFIED ABOVE."]
[null,"REPORT ANY DISCREPANCY TO THE ENGINEER PRIOR TO POURING CONCRETE."]
["5.","NO SURFACES FOR RETAINING WALLS ARE TO BE EARTH FORMED."]
[]
["***EDITORS NOTE: THIS TABLE IS TO BE USED ONLY IF SPECIFICATIONS ARE NOT INCLUDED IN THE PROJECT."]
["REMOVE COVER FROM SPECIFICATIONS IF THEY ARE INCLUDED IN THE PROJECT AND PROVIDE ON DRAWINGS."]

{"sheet":"Table_Post_Installed_Anc_Msry","index":14,"n_rows":15,"n_cols":4,"rows_kept":15,"cut":false,"hidden":false,"merged":[[14,0,14,11],[8,3,8,11],[9,3,9,11],[10,3,10,11],[11,0,13,2],[11,3,11,11],[12,3,12,11],[13,3,13,11],[8,0,10,2],[0,0,0,11],[1,0,1,2],[1,3,1,11],[2,0,7,2],[2,3,2,11],[3,3,3,11],[4,3,4,11],[5,3,5,11],[6,3,6,11],[7,3,7,11]]}
["POST INSTALLED ANCHORS IN MASONRY"]
["ANCHOR TYPE",null,null,"ANCHOR"]
["ADHESIVE",null,null,"HILTI HIT-RE 500V3 (ESR-3814)"]
[null,null,null,"HILTI HIT-HY 200 (ESR-3187)"]
[null,null,null,"SIMPSON SET-3G (ESR-4057)"]
[null,null,null,"SIMPSON AT-3G (ESR-5026, COLD WEATHER)"]
[null,null,null,"DEWALT PURE 110+ (ESR-3298)"]
[null,null,null,"AC200+ GOLD (ESR-4027, COLD WEATHER)"]
["MECHANICAL",null,null,"HILTI KWIK BOLT TZ2 (ESR-4057)"]
[null,null,null,"SIMPSON STRONG-BOLT 2 (ESR-3037)"]
[null,null,null,"DEWALT POWER STUD+SD2 (ESR-2502)"]
["SCREW",null,null,"HILTI KWIK EZ (ESR-3027)"]
[null,null,null,"SIMPSON TITEN HD (ESR-2713)"]
[null,null,null,"DEWALT SCREWBOLT+ (ESR-3889)"]
["<ENGINEER'S NOTE: REMOVE ANCHORS NOT NEEDED>"]

{"sheet":"Table_Masonry_Matl_Designation","index":15,"n_rows":10,"n_cols":6,"rows_kept":10,"cut":false,"hidden":false,"merged":[[7,0,7,4],[6,0,6,4],[5,0,5,4],[4,0,4,4],[7,5,7,11],[6,5,6,11],[5,5,5,11],[4,5,4,11],[0,0,0,11],[3,0,3,4],[2,0,2,4],[1,0,1,4],[3,5,3,11],[2,5,2,11],[1,5,1,11]]}
["MASONRY MATERIALS DESIGNATION TABLE"]
["MATERIAL",null,null,null,null,"STANDARD"]
["HOLLOW CONCRETE MASONRY UNITS",null,null,null,null,"ASTM C90"]
["GROUT",null,null,null,null,"ASTM C476"]
["MORTAR",null,null,null,null,"ASTM C270"]
["DEFORMED REINFORCING BARS (TYPICAL)",null,null,null,null,"ASTM A615, GRADE 60"]
["WELDED REINFORCING BARS",null,null,null,null,"ASTM A706, GRADE 60"]
["WIRE REINFORCING BARS",null,null,null,null,"ASTM A951"]
[]
["***EDITORS NOTE: THIS TABLE IS TO BE USED ONLY IF SPECIFICATIONS ARE NOT INCLUDED IN THE PROJECT."]

{"sheet":"Table_Masonry_Strength_Table","index":16,"n_rows":13,"n_cols":6,"rows_kept":13,"cut":false,"hidden":false,"merged":[[0,0,0,11],[5,5,5,11],[4,5,4,11],[3,5,3,11],[2,5,2,11],[1,5,1,11],[5,0,5,4],[4,0,4,4],[3,0,3,4],[2,0,2,4],[1,0,1,4],[6,0,6,11],[7,1,7,11],[8,1,8,11],[9,1,9,11],[10,1,10,11]]}
["MASONRY STRENGTH TABLE"]
["ELEMENT",null,null,null,null,"SPECIFIED COMPRESSIVE STRENGTH"]
["CLAY MASONRY",null,null,null,null,"f'm = 2500 PSI"]
["GROUT FOR CLAY MASONRY",null,null,null,null,"f'g ≥ f'm (2000 PSI MINIMUM)"]
["CONCRETE MASONRY",null,null,null,null,"f'm = 2000 PSI"]
["GROUT FOR CONCRETE MASONRY",null,null,null,null,"f'g ≥ f'm (2000 PSI MINIMUM)"]
["NOTES:"]
["1.","PROVIDE MEDIUM WEIGHT HOLLOW CONCRETE MASONRY UNITS FOR GENERAL USE UNLESS OTHERWISE NOTED."]
["2.","MORTAR FOR CLAY MASONRY MUST BE TYPE S."]
["3.","MORTAR FOR CONCRETE MASONRY MUST BE TYPE S AT EXTERIOR WALLS AND TYPE N AT INTERIOR WALLS."]
["4.","HYDRATED LIME REQUIRED IN ALL MORTAR."]
[]
[null,"***EDITORS NOTE: CLAY MASONRY IS NOT PREFERRED. DO NOT INCLUDE BOTH CLAY AND CONCRETE MASONRY."]

{"sheet":"Table_Masonry_Reinf_Splice_Sgl","index":17,"n_rows":16,"n_cols":7,"rows_kept":16,"cut":false,"hidden":false,"merged":[[1,0,1,5],[9,1,9,11],[0,0,0,11],[7,6,7,11],[6,6,6,11],[5,6,5,11],[4,6,4,11],[3,6,3,11],[2,6,2,11],[8,0,8,11],[1,6,1,11],[7,0,7,5],[6,0,6,5],[5,0,5,5],[4,0,4,5],[3,0,3,5],[2,0,2,5],[15,1,15,9],[12,1,12,11],[14,1,14,11],[11,1,11,11],[10,1,10,11]]}
["MASONRY REINFORCING SPLICE LENGTHS\nREINFORCING CENTERED WITHIN WALL"]
["BAR SIZE",null,null,null,null,null,"SPLICE LENGTH (IN.)"]
["#3",null,null,null,null,null,12]
["#4",null,null,null,null,null,14]
["#5",null,null,null,null,null,21]
["#6",null,null,null,null,null,39]
["#7",null,null,null,null,null,53]
["#8",null,null,null,null,null,80]
["NOTES:"]
["1.","LAPS IN REINFORCING BARS IN REINFORCED MASONRY MUST HAVE MINIMUM LENGTHS DEFINED ABOVE UNLESS NOTED OTHERWISE ON THE DRAWINGS."]
["2.","ALL SPLICES TO BE WIRED TOGETHER."]
["3.","SPLICE AND DEVELOPMENT LENGTHS ARE THE SAME VALUE FOR HORIZONTAL AND VERTICAL BARS."]
["4.","PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL."]
[]
[null,"EDITOR'S NOTE: F'm MUST BE GREATER THAN OR EQUAL TO 2,000 PSI OR TALBE MUST BE EDITED."]
[null,"TABLE IS APPLICABLE FOR 8\" BLOCK AND IS CONSERVATIVE FOR OTHER THICKNESSES."]

{"sheet":"Table_Masonry_Reinf_Splice_Dbl","index":18,"n_rows":17,"n_cols":7,"rows_kept":17,"cut":false,"hidden":false,"merged":[[10,1,10,11],[0,0,0,11],[1,0,1,5],[1,6,1,11],[2,0,2,5],[2,6,2,11],[15,1,15,11],[16,1,16,9],[3,0,3,5],[3,6,3,11],[11,1,11,11],[12,1,12,11],[4,0,4,5],[4,6,4,11],[5,0,5,5],[5,6,5,11],[6,0,6,5],[6,6,6,11],[7,0,7,5],[7,6,7,11],[8,0,8,11],[9,1,9,11]]}
["MASONRY REINFORCING SPLICE LENGTHS\nREINFORCING EACH FACE OF WALL"]
["BAR SIZE",null,null,null,null,null,"SPLICE LENGTH (IN.)"]
["#3",null,null,null,null,null,13]
["#4",null,null,null,null,null,22]
["#5",null,null,null,null,null,35]
["#6",null,null,null,null,null,64]
["#7",null,null,null,null,null,87]
["#8",null,null,null,null,null,131]
["NOTES:"]
["1.","LAPS IN REINFORCING BARS IN REINFORCED MASONRY MUST HAVE MINIMUM LENGTHS DEFINED ABOVE UNLESS NOTED OTHERWISE ON THE DRAWINGS."]
["2.","ALL SPLICES TO BE WIRED TOGETHER."]
["3.","SPLICE AND DEVELOPMENT LENGTHS ARE THE SAME VALUE FOR HORIZONTAL AND VERTICAL BARS."]
["4.","CLEAR COVER FROM INSIDE FACE OF SHELL TO VERT REINF MUST BE BETWEEN 1/2\" TO 1\"."]
[]
[]
[null,"EDITOR'S NOTE: F'm MUST BE GREATER THAN OR EQUAL TO 2,000 PSI OR TALBE MUST BE EDITED."]
[null,"TABLE IS APPLICABLE FOR 8\" BLOCK AND IS CONSERVATIVE FOR OTHER THICKNESSES."]

{"sheet":"Table_Steel_Matl_Designation","index":19,"n_rows":15,"n_cols":5,"rows_kept":15,"cut":false,"hidden":false,"merged":[[3,0,3,3],[2,0,2,3],[1,0,1,3],[0,0,0,11],[8,4,8,11],[7,4,7,11],[6,4,6,11],[5,4,5,11],[4,4,4,11],[3,4,3,11],[2,4,2,11],[1,4,1,11],[8,0,8,3],[7,0,7,3],[6,0,6,3],[5,0,5,3],[4,0,4,3],[14,1,14,11],[13,0,13,11],[10,4,10,11],[9,4,9,11],[10,0,10,3],[9,0,9,3],[12,4,12,11],[12,0,12,3],[11,0,11,3],[11,4,11,11]]}
["STEEL MATERIALS DESIGNATION TABLE"]
["MATERIAL",null,null,null,"STANDARD"]
["WIDE FLANGE (W) SHAPES",null,null,null,"ASTM A992"]
["RECTANGULAR AND SQUARE HOLLOW \nSTRUCTURAL SHAPES (HSS)",null,null,null,"ASTM A500 <OR ASTM A1085>"]
["STEEL PIPE",null,null,null,"ASTM A53"]
["ALL OTHER SHAPES AND PLATES",null,null,null,"ASTM A36 "]
["DEFORMED BAR ANCHORS (DBA)",null,null,null,"ASTM A496"]
["HEADED STUD ANCHORS (HSA)",null,null,null,"ASTM A108, WITH DIMENSIONS COMPLYING WITH AISC SPECIFICATIONS"]
["ANCHOR RODS",null,null,null,"ASTM F1554"]
["HEAVY HEX NUTS",null,null,null,"ASTM A563"]
["HARDENED WASHERS",null,null,null,"ASTM F436"]
["STEEL FLOOR DECK"]
["STEEL ROOF DECK"]
["NOTE:"]
["1.","ALL ANCHOR RODS TO BE DESIGNATED WELDABLE, UNLESS NOTED OTHERWISE."]

{"sheet":"Table_Steel_Strength_Table","index":20,"n_rows":13,"n_cols":5,"rows_kept":13,"cut":false,"hidden":false,"merged":[[10,0,10,3],[10,4,10,11],[11,0,11,3],[11,4,11,11],[12,0,12,3],[12,4,12,11],[7,0,7,3],[7,4,7,11],[8,0,8,3],[8,4,8,11],[9,0,9,3],[9,4,9,11],[4,0,4,3],[4,4,4,11],[5,0,5,3],[5,4,5,11],[6,0,6,3],[6,4,6,11],[3,0,3,3],[3,4,3,11],[0,0,0,11],[1,0,1,3],[1,4,1,11],[2,0,2,3],[2,4,2,11]]}
["STEEL MATERIAL STRENGTH TABLE"]
["MATERIAL",null,null,null,"STANDARD"]
["WIDE FLANGE (W) SHAPES",null,null,null,"Fy = 50 KSI"]
["RECTANGULAR AND SQUARE HOLLOW \nSTRUCTURAL SHAPES (HSS)",null,null,null,"GRADE C, Fy = 50 KSI "]
["STEEL PIPE",null,null,null,"GRADE B, Fy = 35 KSI"]
["ALL OTHER SHAPES AND PLATES",null,null,null,"Fy = 36 KSI, EXCEPT WHERE NOTED OTHERWISE"]
["DEFORMED BAR ANCHORS (DBA)",null,null,null,"Fy = 60 KSI"]
["HEADED STUD ANCHORS (HSA)",null,null,null,"Fu = 65 KSI"]
["ANCHOR RODS",null,null,null,"Fy = 36 KSI"]
["HEAVY HEX NUTS",null,null,null,"TO MATCH BOLT STRENGTH"]
["HARDENED WASHERS",null,null,null,"TO MATCH BOLT STRENGTH"]
["STEEL FLOOR DECK"]
["STEEL ROOF DECK"]