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SWIMMING POOL CALCULATIONS - 19-00749 - 722 S 2470 W - Summerfield Clubhouse
CALCULATIONS FOR Summerfield Clubhouse Swimming Pool Rexburg, ID PREPARED BY NICK CHURCH 8/13/19 Client:H2O Pools Job No.: Project:Summerfield Pool Date: Engineer: NA I 1.0 D D Soil Unit Wt (γ): Internal Angle of Friction (Φ): Backfill Slope (β): Ka: Allowable Bearing Stress: 115 pcf 0° 30.0° 0.333 Foundation/Soil 1,500 psf S1:0.154g Improtantce Factor: Seismic Design Category: Site Class: 190946 8/13/2019 N. Church Calculation Load Summary Building Code Compliance: Risk Category: 2015 IBC Wind: Seismic: Ss:0.432g Summary 1 of 23 Pool Structural Calculations 2 of 23 3 of 23 4 of 23 5 of 23 6 of 23 4ft Wall Calculations 7 of 23 Client:Job No.: Project:Date: Engineer: D: 51 in.γconc: 150 pcf HRB:3 in. tBB:12 in.γwater: 62.4 pcf Hsoil:0 in. DBB:6 in.γsoil: 115 pcf QL: tW:6 in.φ: 30°XL: 0.0 in. tR:7 in.β:0° HLL: 0.0 in. R: 12 in.Ka: 0.333 Mwater Msoil Mconc 1 0.0 0.00 0.04 0.00 2 0.0 0.00 0.35 0.00 3 0.0 0.00 1.20 0.00 4 0.0 ‐0.07 2.84 0.00 5 0.0 ‐0.58 5.55 0.00 6 0.0 ‐1.95 9.58 0.00 7 0.0 ‐4.62 15.22 0.00 8 0.0 ‐9.03 22.72 0.00 9 0.0 ‐15.60 32.34 0.00 10 0.0 ‐24.77 44.37 0.00 11 0.0 ‐36.98 59.05 0.00 12 0.0 ‐52.65 76.67 0.00 13 0.0 ‐72.22 97.47 0.00 14 0.0 ‐96.13 121.74 0.00 15 0.0 ‐124.80 149.74 0.00 16 0.0 ‐158.67 181.73 0.00 17 0.0 ‐198.18 217.98 0.00 18 0.0 ‐243.75 258.75 0.00 19 0.0 ‐295.82 304.32 0.00 20 0.0 ‐354.83 354.94 0.00 21 0.0 ‐421.20 410.89 0.00 22 0.0 ‐495.37 472.42 0.00 23 0.0 ‐577.78 539.82 0.00 24 0.0 ‐668.85 613.33 0.00 25 0.0 ‐769.02 693.24 0.00 26 0.0 ‐878.73 779.80 0.00 27 0.0 ‐998.40 873.28 0.00 28 0.0 ‐1,128.47 973.95 0.00 29 0.0 ‐1,269.38 1,082.07 0.00 30 0.0 ‐1,421.55 1,197.92 0.00 Yi e (in.) M (lb‐in/ft) N. Church 8/13/2019 190946 Summerfield Pool H2O Pools 1.92 1.92 Concrete Swimming Pool Wall Calculation Input Output Mu (lb‐in/ft) 1.4(D+Fluid) "Not Used" Not Used Not Used Not Used 0 lb/ft. 4.54 4.46 0.07 0.07 0.57 0.57 1.2D+1.6H 1.2(D+Fluid)+1.6H 24.35 18.80 36.35 25.51 Not Used Not Used 8.87 8.18 15.33 12.99 Not Used Not Used 94.48 50.11 122.67 59.49 Not Used Not Used 51.75 33.03 70.99 41.26 Not Used Not Used 239.58 89.82 290.77 100.36 Not Used Not Used 155.96 69.29 194.79 79.44 Not Used Not Used 486.90 131.92 567.90 142.11 Not Used Not Used 348.76 110.95 414.00 121.50 Not Used Not Used 863.71 170.37 981.33 178.71 Not Used Not Used 657.42 151.98 755.88 161.43 Not Used Not Used 1,397.25 199.17 1,558.32 204.15 Not Used Not Used 1,109.18 186.36 1,247.68 193.21 Not Used Not Used 1,731.32 208.06 1,916.67 210.81 Not Used Not Used Not Used 8 of 23 Client:Job No.: Project:Date: Engineer: Mwater Msoil Mconc 31 0.0 ‐1,585 1,322 0 32 0.0 ‐1,761 1,454 0 33 0.0 ‐1,950 1,594 0 34 0.0 ‐2,152 1,744 0 35 0.0 ‐2,367 1,902 0 36 0.0 ‐2,595 2,070 0 37 0.0 ‐2,839 2,247 0 38 0.0 ‐3,097 2,435 0 39 0.0 ‐3,370 2,632 0 40 0.5 ‐3,658 2,840 ‐151 41 0.5 ‐3,963 3,058 ‐162 42 0.6 ‐4,284 3,287 ‐180 43 0.6 ‐4,622 3,528 ‐204 44 0.8 ‐4,978 3,779 ‐250 45 1.1 ‐5,351 4,043 ‐374 46 1.5 ‐5,742 4,319 ‐530 47 2.0 ‐6,152 4,606 ‐720 48 2.6 ‐6,581 4,907 ‐952 49 3.3 ‐7,030 5,220 ‐1,233 50 4.1 ‐7,498 5,546 ‐1,576 51 5.1 ‐7,987 5,885 ‐1,999 1.2D+1.6H 1.2(D+Fluid)+1.6H 8/13/2019 N. Church 190946H2O Pools Summerfield Pool Output Concrete Swimming Pool Wall Calculation 3,044 204 3,312 197 2,551 211 2,790 208 2,115 212 2,326 212 4,211 167 4,363 153 Not Used 3,596 189 3,895 179 5,399 97 5,747 74 Not Used Not Used 4,699 137 5,044 118 Not Used Not Used 6,506 ‐12 6,708 ‐47 Not Used Not Used 6,019 48 6,274 19 Not Used Not Used 7,018 ‐168 Not Used 6,872 ‐84 6,983 ‐125 Not Used Not Used Yi e (in.) M (lb‐in/ft) Not Used Not Used Mu (lb‐in/ft) 1.4(D+Fluid) "Not Used" Not Used Not Used Not Used Not Used Not Used Not Used Not Used 9 of 23 Client:Job No.: Project:Date: Engineer: *Layers of Reinf. Used: Geometry of Wall Base: f'c:5,000 psi 1 3.1875 8.8125 0.11 0.11 ‐12,452 34,727 2 3.1875 8.8125 0.11 0.11 ‐12,452 34,727 3 3.1875 8.8125 0.11 0.11 ‐12,452 34,727 4 3.1875 8.8125 0.11 0.11 ‐12,452 34,727 5 3.1875 8.8125 0.11 0.11 ‐12,452 34,727 6 3.1875 8.8125 0.11 0.11 ‐12,452 34,727 7 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 8 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 9 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 10 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 11 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 12 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 13 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 14 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 15 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 16 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 17 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 18 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 19 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 20 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 21 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 22 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 23 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 24 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 25 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 26 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 27 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 28 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 29 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 30 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. H2O Pools 190946 Summerfield Pool 8/13/2019 N. Church Concrete Swimming Pool Wall Calculation d (+M)Yi As (+) ΦMn (‐) ΦMn (+) Concrete Design Output Concrete Design d (‐M) As (‐)Negative Reinf. Postitive Reinf. Single Curtain Radius Dig *If "Single Curtain" is used then use the most stringent reinforcemn between "Negative Reinf." & "Positive Reinf." If "Double Curtain" is used then use the Reinforcement shown in "Negative Reinf." & "Positive Reinf." columns. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. 10 of 23 Client:Job No.: Project:Date: Engineer: 31 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 32 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 33 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 34 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 35 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 36 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 37 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 38 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 39 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 40 3.1875 2.85424 0.11 0.11 ‐12,452 11,132 41 3.1875 2.98034 0.11 0.11 ‐12,452 11,631 42 3.1875 3.19355 0.11 0.11 ‐12,452 12,476 43 3.1875 3.49879 0.11 0.11 ‐12,452 13,684 44 3.1875 3.8125 0.11 0.11 ‐12,452 14,927 45 3.1875 3.8125 0.11 0.11 ‐12,452 14,927 46 3.1875 3.8125 0.11 0.11 ‐12,452 14,927 47 3.1875 3.8125 0.11 0.11 ‐12,452 14,927 48 3.1875 3.8125 0.11 0.11 ‐12,452 14,927 49 3.1875 3.8125 0.11 0.11 ‐12,452 14,927 50 3.1875 3.8125 0.11 0.11 ‐12,452 14,927 51 3.1875 3.8125 0.11 0.11 ‐12,452 14,927 #3's @ 12"o.c. H2O Pools 190946 Summerfield Pool 8/13/2019 N. Church Concrete Swimming Pool Wall Calculation #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. Concrete Design Output Postitive Reinf.Yi d (‐M) d (+M) As (‐) As (+) ΦMn (‐) ΦMn (+) #3's @ 12"o.c. #3's @ 12"o.c. Negative Reinf. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. 11 of 23 5ft Wall Calculations 12 of 23 Client:Job No.: Project:Date: Engineer: D: 63 in.γconc: 150 pcf HRB:3 in. tBB:12 in.γwater: 62.4 pcf Hsoil:0 in. DBB:6 in.γsoil: 115 pcf QL: tW:6 in.φ: 30°XL: 0.0 in. tR:10 in.β:0° HLL: 0.0 in. R: 18 in.Ka: 0.333 Mwater Msoil Mconc 1 0.0 0.00 0.04 0.00 2 0.0 0.00 0.35 0.00 3 0.0 0.00 1.20 0.00 4 0.0 ‐0.07 2.84 0.00 5 0.0 ‐0.58 5.55 0.00 6 0.0 ‐1.95 9.58 0.00 7 0.0 ‐4.62 15.22 0.00 8 0.0 ‐9.03 22.72 0.00 9 0.0 ‐15.60 32.34 0.00 10 0.0 ‐24.77 44.37 0.00 11 0.0 ‐36.98 59.05 0.00 12 0.0 ‐52.65 76.67 0.00 13 0.0 ‐72.22 97.47 0.00 14 0.0 ‐96.13 121.74 0.00 15 0.0 ‐124.80 149.74 0.00 16 0.0 ‐158.67 181.73 0.00 17 0.0 ‐198.18 217.98 0.00 18 0.0 ‐243.75 258.75 0.00 19 0.0 ‐295.82 304.32 0.00 20 0.0 ‐354.83 354.94 0.00 21 0.0 ‐421.20 410.89 0.00 22 0.0 ‐495.37 472.42 0.00 23 0.0 ‐577.78 539.82 0.00 24 0.0 ‐668.85 613.33 0.00 25 0.0 ‐769.02 693.24 0.00 26 0.0 ‐878.73 779.80 0.00 27 0.0 ‐998.40 873.28 0.00 28 0.0 ‐1,128.47 973.95 0.00 29 0.0 ‐1,269.38 1,082.07 0.00 30 0.0 ‐1,421.55 1,197.92 0.00 Yi e (in.) M (lb‐in/ft) N. Church 8/13/2019 190946 Summerfield Pool H2O Pools 1.92 1.92 Concrete Swimming Pool Wall Calculation Input Output Mu (lb‐in/ft) 1.4(D+Fluid) "Not Used" Not Used Not Used Not Used 0 lb/ft. 4.54 4.46 0.07 0.07 0.57 0.57 1.2D+1.6H 1.2(D+Fluid)+1.6H 24.35 18.80 36.35 25.51 Not Used Not Used 8.87 8.18 15.33 12.99 Not Used Not Used 94.48 50.11 122.67 59.49 Not Used Not Used 51.75 33.03 70.99 41.26 Not Used Not Used 239.58 89.82 290.77 100.36 Not Used Not Used 155.96 69.29 194.79 79.44 Not Used Not Used 486.90 131.92 567.90 142.11 Not Used Not Used 348.76 110.95 414.00 121.50 Not Used Not Used 863.71 170.37 981.33 178.71 Not Used Not Used 657.42 151.98 755.88 161.43 Not Used Not Used 1,397.25 199.17 1,558.32 204.15 Not Used Not Used 1,109.18 186.36 1,247.68 193.21 Not Used Not Used 1,731.32 208.06 1,916.67 210.81 Not Used Not Used Not Used 13 of 23 Client:Job No.: Project:Date: Engineer: Mwater Msoil Mconc 31 0.0 ‐1,585 1,322 0 32 0.0 ‐1,761 1,454 0 33 0.0 ‐1,950 1,594 0 34 0.0 ‐2,152 1,744 0 35 0.0 ‐2,367 1,902 0 36 0.0 ‐2,595 2,070 0 37 0.0 ‐2,839 2,247 0 38 0.0 ‐3,097 2,435 0 39 0.0 ‐3,370 2,632 0 40 0.0 ‐3,658 2,840 0 41 0.0 ‐3,963 3,058 0 42 0.0 ‐4,284 3,287 0 43 0.0 ‐4,622 3,528 0 44 0.0 ‐4,978 3,779 0 45 0.0 ‐5,351 4,043 0 46 2.0 ‐5,742 4,319 ‐666 47 2.0 ‐6,152 4,606 ‐676 48 2.0 ‐6,581 4,907 ‐693 49 2.0 ‐7,030 5,220 ‐716 50 2.0 ‐7,498 5,546 ‐746 51 2.1 ‐7,987 5,885 ‐782 52 2.2 ‐8,497 6,238 ‐824 53 2.2 ‐9,028 6,605 ‐870 54 2.3 ‐9,580 6,986 ‐920 55 2.4 ‐10,155 7,382 ‐970 56 2.4 ‐10,752 7,792 ‐1,018 57 2.8 ‐11,372 8,217 ‐1,201 58 3.3 ‐12,016 8,657 ‐1,482 59 3.9 ‐12,683 9,112 ‐1,805 60 4.6 ‐13,375 9,583 ‐2,178 61 5.4 ‐14,091 10,071 ‐2,609 62 6.2 ‐14,833 10,574 ‐3,111 63 7.1 ‐15,600 11,094 ‐3,701 1.2D+1.6H 1.2(D+Fluid)+1.6H 8/13/2019 N. Church 190946H2O Pools Summerfield Pool Output Concrete Swimming Pool Wall Calculation 3,044 204 3,312 197 2,551 211 2,790 208 2,115 212 2,326 212 4,211 167 4,543 153 Not Used 3,596 189 3,895 179 5,644 97 6,047 74 Not Used Not Used 4,893 137 5,259 118 Not Used Not Used 6,559 ‐12 7,020 ‐47 Not Used Not Used 6,469 48 6,111 19 Not Used Not Used 8,478 ‐168 8,992 ‐215 Not Used Not Used 7,492 ‐84 7,978 ‐125 Not Used Not Used Not Used Not Used 10,647 ‐375 11,245 ‐436 Not Used Not Used 9,524 ‐265 10,074 ‐318 Not Used Not Used 12,413 ‐641 12,720 ‐717 Not Used Not Used 11,705 13,309 ‐970 Not Used ‐500 12,072 ‐569 Yi e (in.) M (lb‐in/ft) Not Used Not Used 12,982 ‐797 13,185 ‐881 Not Used Not Used Mu (lb‐in/ft) 1.4(D+Fluid) "Not Used" Not Used Not Used Not Used Not Used Not Used Not Used Not Used 14 of 23 Client:Job No.: Project:Date: Engineer: *Layers of Reinf. Used: Geometry of Wall Base: f'c:5,000 psi 1 3.1875 8.8125 0.11 0.11 ‐12,452 34,727 2 3.1875 8.8125 0.11 0.11 ‐12,452 34,727 3 3.1875 8.8125 0.11 0.11 ‐12,452 34,727 4 3.1875 8.8125 0.11 0.11 ‐12,452 34,727 5 3.1875 8.8125 0.11 0.11 ‐12,452 34,727 6 3.1875 8.8125 0.11 0.11 ‐12,452 34,727 7 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 8 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 9 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 10 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 11 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 12 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 13 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 14 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 15 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 16 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 17 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 18 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 19 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 20 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 21 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 22 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 23 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 24 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 25 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 26 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 27 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 28 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 29 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 30 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. H2O Pools 190946 Summerfield Pool 8/13/2019 N. Church Concrete Swimming Pool Wall Calculation d (+M)Yi As (+) ΦMn (‐) ΦMn (+) Concrete Design Output Concrete Design d (‐M) As (‐)Negative Reinf. Postitive Reinf. Single Curtain Radius Dig *If "Single Curtain" is used then use the most stringent reinforcemn between "Negative Reinf." & "Positive Reinf." If "Double Curtain" is used then use the Reinforcement shown in "Negative Reinf." & "Positive Reinf." columns. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. 15 of 23 Client:Job No.: Project:Date: Engineer: 31 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 32 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 33 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 34 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 35 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 36 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 37 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 38 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 39 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 40 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 41 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 42 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 43 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 44 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 45 3.1875 2.8125 0.11 0.11 ‐12,452 10,967 46 3.1875 2.8403 0.11 0.11 ‐12,452 11,077 47 3.1875 2.92396 0.11 0.11 ‐12,452 11,408 48 3.1875 3.06426 0.11 0.11 ‐12,452 11,964 49 3.1875 3.26257 0.11 0.11 ‐12,452 12,749 50 3.1875 3.52088 0.11 0.11 ‐12,452 13,772 51 3.1875 3.84194 0.11 0.11 ‐12,452 15,043 52 3.1875 4.22938 0.11 0.11 ‐12,452 16,578 53 3.1875 4.68798 0.11 0.11 ‐12,452 18,394 54 3.1875 5.22404 0.11 0.11 ‐12,452 20,516 55 3.1875 5.84587 0.11 0.11 ‐12,452 22,979 56 3.1875 6.56469 0.11 0.11 ‐12,452 25,825 57 3.1875 6.8125 0.11 0.11 ‐12,452 26,807 58 3.1875 6.8125 0.11 0.11 ‐12,452 26,807 59 3.1875 6.8125 0.11 0.11 ‐12,452 26,807 60 3.1875 6.8125 0.11 0.11 ‐12,452 26,807 61 3.1875 6.8125 0.11 0.11 ‐12,452 26,807 62 3.1875 6.8125 0.11 0.11 ‐12,452 26,807 63 3.1875 6.8125 0.11 0.11 ‐12,452 26,807 #3's @ 12"o.c. H2O Pools 190946 Summerfield Pool 8/13/2019 N. Church Concrete Swimming Pool Wall Calculation #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c.#3's @ 12"o.c. Concrete Design Output Postitive Reinf.Yi d (‐M) d (+M) As (‐) As (+) ΦMn (‐) ΦMn (+) #3's @ 12"o.c. #3's @ 12"o.c. Negative Reinf. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c.#3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. #3's @ 12"o.c. 16 of 23 Pool Hydraulic Calculations 17 of 23 Client:H2O Pools Job No.:190946 Project:Summerfield Poo Date:8/13/2019 Engineer:N. Church Link ID Length (ft) Diameter (in) Roughness (mft) Flow (gpm) Velocity (fps) Unit Headloss (ft/Kft) Friction Factor Pipe P1 1.5 2.469 0.005 7.14 0.48 1.97 0.114 Pipe P2 1.5 2.469 0.005 7.14 0.48 1.97 0.114 Pipe P3 1 2.469 0.005 14.28 0.96 27.41 0.397 Pipe P4 14.63 2.469 0.005 14.28 0.96 2.71 0.039 Pipe P5 1.5 2.469 0.005 7.26 0.49 2.04 0.114 Pipe P6 1.5 2.469 0.005 7.26 0.49 2.04 0.114 Pipe P7 1.09 2.469 0.005 14.52 0.97 26.16 0.366 Pipe P8 13.34 2.469 0.005 14.52 0.97 2.88 0.04 Pipe P9 19.25 4.026 0.005 28.79 0.73 1.38 0.057 Pipe P10 6.32 4.026 0.005 28.79 0.73 2.94 0.121 Pipe P11 15.57 4.026 0.005 28.79 0.73 1.09 0.045 Pipe P12 27.98 4.026 0.005 28.79 0.73 0.88 0.036 Pipe P13 7.34 4.026 0.005 28.79 0.73 1.62 0.066 Pipe P19 20.09 2.469 0.005 66.81 4.48 42.2 0.028 Pipe P25 20.04 2.469 0.005 66.78 4.48 42.2 0.028 Pipe P26 1.04 4.026 0.005 133.6 3.37 314.01 0.598 Pipe P27 37.55 4.026 0.005 133.6 3.37 13.59 0.026 Pipe P28 22.77 4.026 0.005 133.6 3.37 16.33 0.031 Pipe P29 3.72 2.067 0.005 31.5 3.01 85.43 0.104 Pipe P30 13.99 2.067 0.005 31.5 3.01 26.35 0.032 Pipe P31 11.26 2.067 0.005 31.5 3.01 28.55 0.035 Pipe P32 1.72 2.067 0.005 31.47 3.01 164.41 0.201 Pipe P33 9.23 2.067 0.005 31.47 3.01 30.98 0.038 Pipe P34 18.1 2.067 0.005 31.47 3.01 24.26 0.03 Pipe P35 0.99 2.469 0.005 62.97 4.22 528.08 0.393 Pipe P36 25.3 2.469 0.005 62.97 4.22 35.25 0.026 Pipe P37 3.52 2.067 0.005 31.49 3.01 89.28 0.109 Pipe P38 14.09 2.067 0.005 31.49 3.01 26.28 0.032 Pipe P39 11.31 2.067 0.005 31.49 3.01 28.49 0.035 Pipe P40 1.65 2.067 0.005 31.47 3.01 170.65 0.209 Pipe P41 9.28 2.067 0.005 31.47 3.01 30.91 0.038 Pipe P42 18.06 2.067 0.005 31.47 3.01 24.28 0.03 Pipe P43 0.99 2.469 0.005 62.97 4.22 528 0.393 Pipe P44 25.35 2.469 0.005 62.97 4.22 35.22 0.026 Pipe P45 1.05 4.026 0.005 125.94 3.17 276.56 0.593 Pipe P46 37.55 4.026 0.005 125.94 3.17 12.18 0.026 Pipe P47 22.77 4.026 0.005 125.94 3.17 14.61 0.031 Total Dynamic Head Calculation 18 of 23 Client:H2O Pools Job No.:190946 Project:Summerfield Poo Date:8/13/2019 Engineer:N. Church Link ID Length (ft) Diameter (in) Roughness (mft) Flow (gpm) Velocity (fps) Unit Headloss (ft/Kft) Friction Factor Pipe P48 1.04 6.065 0.005 259.54 2.88 227.55 0.892 Pipe P49 23.81 6.065 0.005 259.54 2.88 9.2 0.036 Pipe P50 9.52 6.065 0.005 259.54 2.88 16.51 0.065 Pipe P51 7.34 6.065 0.005 259.54 2.88 20.14 0.079 Pipe P52 0.69 6.065 0.005 259.54 2.88 4.32 0.017 Pipe P53 0.9 4.026 0.005 28.79 0.73 0.61 0.025 Pipe P54 1.29 4.026 0.005 288.33 7.27 609.54 0.249 Pipe P55 2.73 4.026 0.005 288.33 7.27 307.84 0.126 Pipe P56 3.42 4.026 0.005 288.33 7.27 253.31 0.104 Pipe P57 4.07 4.026 0.005 288.33 7.27 400.14 0.164 Pipe P58 0.55 3.068 0.005 143.63 6.23 1026.64 0.435 Pipe P59 0.67 3.068 0.005 144.7 6.28 39.95 0.017 Pipe P60 2.11 3.068 0.005 144.7 6.28 301.1 0.126 Pipe P61 2.1 3.068 0.005 143.63 6.23 297.98 0.126 Pipe P62 2.74 3.068 0.005 144.7 6.28 241.05 0.101 Pipe P63 0.53 3.068 0.005 144.7 6.28 39.95 0.017 Pipe P64 2.74 3.068 0.005 143.63 6.23 237.58 0.101 Pipe P65 0.5 3.068 0.005 143.63 6.23 39.42 0.017 Pipe P66 0.52 3.068 0.005 144.7 6.28 39.94 0.017 Pipe P67 0.56 3.068 0.005 143.63 6.23 39.42 0.017 Pipe P68 0.31 4.026 0.005 288.33 7.27 4797.87 1.963 Pipe P69 4.98 4.026 0.005 288.33 7.27 185.73 0.076 Pipe P71 1 2.067 0.005 126.33 12.08 2248.44 0.171 Pipe P72 0.84 4.026 0.005 288.33 7.27 915.96 0.375 Pipe P73 59.62 4.026 0.005 288.33 7.27 49.94 0.02 Pipe P74 39.64 4.026 0.005 288.33 7.27 56.18 0.023 Pipe P75 7.54 4.026 0.005 288.33 7.27 135.42 0.055 Pipe P76 2.03 4.026 0.005 288.33 7.27 764.51 0.313 Pipe P82 6.96 2.067 0.005 35.65 3.41 34.52 0.033 Pipe P83 7.04 2.067 0.005 30.73 2.94 130.77 0.168 Pipe P84 6.96 2.067 0.005 30.75 2.94 132.29 0.17 Pipe P85 7.04 2.067 0.005 35.21 3.37 33.58 0.033 Pipe P86 6.89 2.067 0.005 26.04 2.49 180 0.322 Pipe P87 6.96 2.067 0.005 27.13 2.59 275.95 0.455 Pipe P88 7.04 2.067 0.005 27.12 2.59 272.83 0.45 Pipe P89 7.11 2.067 0.005 25.97 2.48 173.9 0.313 Pipe P91 7.31 2.469 0.005 86.3 5.78 172.61 0.068 Total Dynamic Head Calculation 19 of 23 Client:H2O Pools Job No.:190946 Project:Summerfield Poo Date:8/13/2019 Engineer:N. Church Link ID Length (ft) Diameter (in) Roughness (mft) Flow (gpm) Velocity (fps) Unit Headloss (ft/Kft) Friction Factor Pipe P93 7.25 2.469 0.005 86.29 5.78 173.63 0.069 Pipe P94 7.19 2.469 0.005 57.88 3.88 80.32 0.071 Pipe P95 7.25 2.469 0.005 57.86 3.88 79.79 0.07 Pipe P96 14.7 3.068 0.005 144.18 6.26 76.91 0.032 Pipe P97 10.5 3.068 0.005 144.18 6.26 143.9 0.061 Pipe P98 14.7 3.068 0.005 144.15 6.26 76.88 0.032 Pipe P99 10.5 3.068 0.005 144.15 6.26 143.85 0.061 Pipe P70 1.46 4.026 0.005 288.33 7.27 37.56 0.015 Pipe P77 1 2.067 0.005 126.33 12.08 209.87 0.016 Pipe P15 4.61 2.067 0.005 ‐66.81 6.39 313.74 0.085 Pipe P16 4.66 2.067 0.005 ‐66.78 6.39 310.83 0.085 Pipe P17 1.88 2.067 0.005 24.6 2.35 52.27 0.105 Pipe P18 18.51 2.067 0.005 24.6 2.35 196.76 0.395 Pipe P20 2.5 2.067 0.005 25.12 2.4 43.8 0.084 Pipe P21 15.41 2.067 0.005 25.12 2.4 16.8 0.032 Pipe P22 2.16 2.067 0.005 25.12 2.4 633.33 1.218 Pump PUM#N/A #N/A #N/A 288.33 0 ‐98.17 0 Valve V1 #N/A 4.026 #N/A 28.79 0.73 4.74 0 Valve V2 #N/A 6.065 #N/A 259.54 2.88 0.64 0 Valve V3 #N/A 3.068 #N/A 144.7 6.28 3.06 0 Valve V4 #N/A 3.068 #N/A 143.63 6.23 3.02 0 Valve V5 #N/A 3.068 #N/A 143.63 6.23 34.04 0 Valve V6 #N/A 3.068 #N/A 144.7 6.28 34.47 0 Valve V7 #N/A 3.068 #N/A 143.63 6.23 3.02 0 Valve V8 #N/A 3.068 #N/A 144.7 6.28 3.06 0 Valve V9 #N/A 2.067 #N/A 126.33 12.08 20.47 0 Valve V10 #N/A 4.026 #N/A 288.33 7.27 4.1 0 Valve V11 #N/A 4.026 #N/A 162 4.08 22.93 0 Total Dynamic Head Calculation 20 of 23 Outlet Link Map P1P2P3 P4 P5 P6P7P8 P9 P10 P11 P12 P13 P19 P25P26P27 P28 P29 P30 P31 P32 P33 P34 P35P36 P37 P38 P39 P40 P41 P42P43 P44 P45P46 P47 P48 P49 P50 P51 P73 P15 P16 Outlet Link Map 21 of 23 Equipment Link Map P13P51 P52 P53 P54 P55 P56 P57 P58 P59 P60 P61 P62 P63 P64 P65P66P67P68P69 P71 P72 P70 P77 PUMP1 V1V2 V3 V4 V5V6 V7V8 V9 V10 V11 Equipment Link Map 22 of 23 Inlet Link Map P1 P2P3 P4 P12 P13 P19P27 P28 P37 P38 P39 P40 P41 P42P43 P44P46 P47 P48 P49 P50 P51 P73 P74 P75 P76 P82 P83 P84 P85 P86 P87 P88 P89 P91 P93 P94P95 P96 P97 P98 P99 P15 P17 P18 P20 P21 P22 Inlet Link Map 23 of 23